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Home My WebLink AboutPacket/Binder , n 'f� ti , � i'.� ��'�.,ti.i�,'��_�„� � r�. Carmel-Clay. Library' . � . , , , , . � _ . 7/31/97 Dick spoke with two reps f'rom Gibraltar regarding outstanding items, see below La.�o street cut permits + bonds--all BPW action has been o.k.ed � 1�� b. P ber's bond � � I� r,e� ive sets of plans that reflect outst�nding issues, per Dick Hill.��I��„ �,1,�P ysewer/waterfees...permits/connection��r:r�g�•,� C,�'� '�P°'` �.�r L�Ad�"� x/b� ,�rctq2iL�� \ 7/31: Gayle received a telephone call from John McGregor of Guepal-DeMars; John requested an it�mization of what Dick had given to Gibraltar, indicating Gibraltar was the wrong firm to be pulling the permit. 1 outlined some of the issues, but suggested he might like to conference call with Gibraltar. 8/1: McGregor called again...expressed some of the same concerns about outstanding issues. I suggested he talk with Dick Hill this time. I did teli John thaf we would be unable to review the permit, even if all items were addressed, if the sewer fees were not paid. 8/1: Stan brought several rolls of construction documents over from the Fire Dept. for the Library. Many sheets were duplicate or even triplicate. i put together two sets of documents that are alike...under this report. Cannot tell is there is enough here for a full review even if all outstanding items are met. Perhaps Terry or a plan reviewer could stop by and look over. Gayle 8/4/97 cc: Dick "/y': Ca.l.Qca� �,�u (,�r,r, �2e q� �A�.c rrn-� ,�n�+�u�°� � ��,/� � �- g �, : a�.e. ,� ��. �� -r�� . � � � � 09!?i;'97 THLI LS:�i"_ FsS :Sl?3d�bU95 CamPhel! �..Yle Pro�"ltt �lt�!�': l. � 1 � �3,\` � �� \'�./�� ` ; ' '' � �— � � �� ^,r CarmelClayCommun�wtiansCenrer �� f� 3ii,enve�ue,:��w. �1 — � cnNn+�.woux.��rw:�z J 3t:f5':•159D March 27, 1997 o Whom It May Concern: This letter }s to con£irm the address for the new Carmel-Clay Library. The addxess will be 55 4th Ave SE Carmel, IN 46032- Respect£ully, A�� .�k� ?�?�/�*'�J C��. � �/ �� q ^ ,_ : Lu Anna �i 2�}".er.s i �yi�� ' ,�� .t��%� f �� /�/'``/a,'r� ��- �.�v al1 �.cc� . P ��,,vm�Ge,.t� h�oL � � � � ��- ,,,�`� °-�-�'�`� ti�, � g� �� . a � �,-�� ..�/_ �;.�� . � �- �i- � , � ��0� � u �' ,��, � � � , � . � �� I � � � � �� . � r � , t r^�� r'� �l.' i`�-; ' �i� ' `r. � � �P � , r 1, .� .`�ti� i �!� � ti� . �� . `'�i . � • . -. . - . . _:, . , . � ' ' � • � � � � . � , . 1 � . r'. , . � i . .'� , , � . . . \. _, ,. -_ � '. . ) . r . 1 _ . ' � . .. . ' . • ._ .- � _ y . . � . � 1 . , � � �� . ri � � . � � , �� l�ew C�rxriel Clay �, Public Li�brary �� .i . �, Project Manual 1 � � Bid .Packa . e # 1 1 g . � July 7 l 997 ��$�LZ�1. R�L& '' , �� c r�,.-•. � � �$c�.��n u�•..'Ih'�...��4) ' S�b;acE to compiiance with zIl ap;,:ic&�fs Rulesand Re?ula!i�ns ot.fhe F.or tlie fiRE BREVERI'iICM AND BUIIDING SAFETY C!lY�tiiISSI0IJ Carmel Clay Public Library and LQCpI AUTI�OPI7IES , 515 E. Main $treet �j, , � / � � Carmel, Indiana 4603.2 ��"�t � STATE BUILDit�G C0Y1713S;CNE;t By ' Nteyer�;Scherer•& Rockcastle;:Ltd:, Brown�n� Day Mullins.'Die�do�f Inc. Design Architects Executive Architecfs 719 North Second'St�eet 334 North Senate Avenue '' Minneapolis; Minnesota 55401 Indianapolis, IN 46204 � Congdon EngineePin� • Rotz Engineers, Inc: Geupel DeMars„Inc.. Civil.and Structural.Enginee�"s Mechanical;& Electric2l Engineeers Construction:Managers ' 3500 Depauw'Blvd.,Suite 1055 2528 N. Nigh,School R'oad 191'9 North MeridiaR' treet Indianapolis, IN 46268 Indianapolis, II�' 46224 Indian , _ ', �� •...r�+� �,.,,' � -- -——-- . � ' , ' PROJECT MANLJi1L ' FOR CARMEL CLAY PUBLIC LIBRARY � PACKAGE NO. 1 ' SITE WOIiK, CIVIL WORK, STRUCTURAL WORK 't ��tit11t1iP►N��,', ��N1Pn�S!��. .�.�'a�Q�sr[��.��J?�'�sw July 7, 1997 `�``�� a�c'��STERFO U,pyy� ' [� ic' = = IVO. � �y f'��; = ? i � ��` 4Z�� i � a =-� �. 1��53 �� = � r , _ � ��. s1ArF oF .:�_ STATEOF f � :':OF;•.,, � , �� y�N�I A�?fr• ``� %�/�s. hD I AN P:��\�``�� i��yR�H' ,�;;`, i��''�NIA11 1,�`� / Architect/Landscape Architect Structural/Civil Engineers Browning Day MullinsDierdorf Inc Congdon Engineering Associates, Inc. ' ' 't ' � � � �7%i "_' 1G%!� � ,t - � - �� ,2 Steven W. Robins i Steven P. Osborn � � �� ' � CARMEL CLAY PUBLIC:LIBRARY Bid Package 1/9647 ' �Browning DayMullins;Dierdorf Inc PROJECT MANUAL FOR:,. ' Carmel Clay Public Library New Building - Bid Package 1 � TABLE OF CONTENTS: ' BIDDING REOUIREMENTS,- ALL CONTRACTORS 00030 Notice to Bidders ' 00100 Instruction to Bidders 00220 Soils Investigation 00500 Bid Form ' 00510 Ag�eement 00710 General Conditions 00810 Wage Scale ' Bid Bond (AIA Document A3 TO - 1970) Forms: � Standard Form & Agteement Between Owner& Contractor � (AIA Docuinent AlO�d/CMa - 1992) Performance Bond (AIA A312 - 1984) � Labor & Material Payment Bond (AIA A312 - 1�954) ' No Lien Agreement CONDITiONS OF TAE CONTRACT - ALL CONTRACTORS ' ' Geneial Condifions (AIA Document A201/CMa - 1992) ' 008Q0 Supplemental Conditions � ' 1 ! '� . 7/97 TABLE OF CONTENTS - I ' ' CARMEL CLAY PUBLIC LIBRARY , Bid Package 1/9647 , mBrowning Day Nlullins Dierdorf Inc t DIVISION 1 - GENERAL REOUIRED7ENTS - ALL CONTRACTORS Section 01010 Summary of Woik ' 01012 Schedules 01014 Meetings , 01040 Project Coordination 01045 Cutting and Patching 01090 Definitions and Standards ' 01340 Submittals 01350 Payment Procedures - Schedule of Values ' - AIA Forms G702 & G703 - Waiver of Lien - Payment for Stored Materials t - Application/Payments 01410 Testing Laboratory Services 01510 Temporary Facilities ' - Project Layout & Field Engineering - Site Access & Parking Areas , - Temporary Structures. - Temporary Telepii�one - Temporary Fire Protection & Prevention ' - Temporary Water - Temporary Electrical Power & Lighting - Temporary Heating, Ventilation & Water Protection ' - Temporary Sanitary Facilities - Temporary Barricades - Dumpster/Rubbish Container ' - Project Office - Project Sign - Construction Loads on Building Structures ' 01550 Cleaning - General - Cleaning Durine Construction , - Final Cleaning - Materials/Rubbish Control 01610 Product Handling ' 01630 Substitutions and Product Options ' ' ��97 TABLE OF CONTENTS - 2 1 ' iCARMEL CLAY P.UBLIC LIBRARY � Bid Package 1J9649 , �Browning Day MullinsDierdorf Inc 01710 Contract Closeout ' - Operating and Maintenance Data - Project Record Documents - Puncfilist Procedure & Completion � - Warranties/Guarantees - Final Release or Waiver ofLien � GENERAL CONSTRUCTION WORK DIVISiON 2 - SITEWORK ' Section 02080 Utility Materials 02110 Site Clearing ' 02200 Earthwork 0251'-0 Water Distribution 02511 Hot Mix Asphalt Paving , 02700 Sewerage and Drainage 02711 Foundation Drainage System 02831 Chain Link Fences and Gates ' DIVISION 3 - GONCRETE , Section 03300 Cast-In-Elace Concrete ' DIVI5iON 5 - METALS Section 05120 Structural Steel. ' 05210 Steel Joists OS�1D Steel Deck 05510 Metal Stairs ' ' 1 � . ' 7/97 TABLE OF CONTENTS - 3 ' ' , SECTION'00030, NOTICE TO BIDDERS' ' CARMEL CLAY PUBLIC;LIBRARY Notice is hereby given that sealed bids will be received::as follows: ' BY: Carmel Clay Public Library � 515 East Main Street Carmel, IN 46032 ' FOR: Earthwork/utilides, foundations and structural steel for a new public library building ' AT: Cazmel Clay Public Library i7NTII,: 11:00 a.m. (local 6me), Friday, 7uly 25, 1997. Bids received after that time ' will be returned;unopened. BID OPENING: The sealed bids will be publicly opened and read aloud immediately ' thereafter in Ihe Cannel Clay Public Library, FasUWest Room. BID FORMS: Bids shall be submitted on Bid Form Document 00500 which includes ' Form:96 Revised and the Non-Collusion Affidavit. Bids shall be delivered in,a sealed envelope showing the 6idder's name and address. Refer to bidding requirements described in Document 00100 , Instructions to Bidders. DFSCRIPTION: The Projecf consists of a new public library building of approximately ' 114,000 square feet and associated site development work. The Project Architect is.Meyer, Scherer and Rockcastle Ltd. of Minneapolis, MN, in association with Browning Day Mullins Dierdorf, Inc. of ' Indianagolis, IN. The Construction Manager is Geupel DeMats, Inc. of Indianapolis, IN. ' . TYPE OF BID:' The construction will be completed under multiple prime contracts for a stipulated sum. Construction shallabe in full accordance with the , ' Bidding Documents. Sealed bids shall be received for the following bid items of the Project ' Bid Item #1 Earthwork/UUlities Bid:Item#2 Foundation Concrete Construcpon Work Bid Item.�3 Furnishing, Fabricating and Erecting ' Structural Steel ' 00030-1 ' 1 SECTION 00030 � NOTICE TO BIDDERS CARMEL CL'AYc Pi7BI:IC LIBRARY ' BID'DOCUMENTS: The Bidding Documents are on file with the Owner and may be a examined by prospectiye bidders at the following locations: Geupel DeMars, Inc, � 1919 North Meridian Street Indianapolis, 'IN 46202 Telephone (317) 924-9192 � Fa�c (31� 921-7687 F. W. Dodge Division, P1an Room � 6666 East 75th.Street, Suite 199 Indianapolis, IN 46250 Telephone (31'n 845-3000 a Fa� (317j 842=3673 Construcpon Leagye of Indianapolis � 3965 North Meridian Street Indianapoli§, IN 4620$ Telephone (317) 923-2361 � Fa�c (31'� 926-4204 : Construction Mazket Data, Inc. � 7355 North Woodland Drive (Puk 100) Indianapolis,,IN„46278 Telephone `(317)�299-1359 � Fa�c (31Z) 299;,1318 DOCUMENT AVAILABILITY: Bidders may obtain Bidding Documents foi a deposit of $50.00 per set � from Geupel DeMars. Deposits aze fully refundable if documents are returned in good, usable condition. � WAGE SCALFS: Wage rates shall nof be less than those in the specifications which aze pursuant to L,C. 5-16-7-1�.of the State of Indiana. A copy of the wage a determination is included in the Bidding Documents: BID SEGURITY: Bids must be accompanied by a satisfactory bid bond, form AIA 310, � certified or cashier's check, or money order.made payable to Caimel Clay Public Li6rary in the,amount of ten percenG (10%) of the total bi8 price. Should a successful bidder withdraw his bid, or•fail to execute a � 00030-2 � 0 1 r , r1. da . ; �,,� ' SECTION 00030 NOTICE TO BIDDERS' CARMEL CLAY PUBLIC LIBRARY ' sarisfactory contract, the Owner may then declare the bid deposit or ' bond.forfeited as liquidated damages but not as a penalty. BONDS: The successful bidder will be required to furnish an approved one ' hundred percent (100%) performance bond and a one hundred percent (100%) labor and materials payment bond which cover faithful , performance.of the contra'ct and the payments of all obligations arising thereunder. Said bonds sfiall remain,in full force arid effect for twelve �;, (12) months from the substanfial completion of the Project. ' RIGHT TO RFJECT ,. BID PROPOSALS: The Owner reserves the right to accept or reject any bid and to waive any irregulazities in bidding. All bids may be held for a period not to ' exceed sixty (60) days before awarding contracts. ASSIGNABILITY: The Owner reserves the right to assign bids to the Carmel Clay Public , Library Building Corporation. FINANCING: All wntracts awuded will be conditioned upon and subject to the sale ' by Carmel Clay Public Library Building Corporation of securities in an amount sufficient to cover the cost of constniction, plus all incidental expenses, and will be subject to termination, without penalty or ' liability, at the option of the corporation at any Gme after the date of execution. In the event the corporation fails to complete the required financing within ninety (90) days after the awazd of contracts, ' contractors shall have the right to cancel any such contracts en[ered into, without penalty or liability. PR�BID ' MEETING: The Construction Manager will conduct a pre-bid meeting at 1:00 p.m. on July 17, 1997, at Carmel Clay Public Library, Hunt Room. Attendance is mandatory. , Qi7ESTIONS: Questions regarding the Project should be faxed to Geupel DeMazs, ' Inc., Attn: Charles Scheele, Project,Manager, (317) 921-7687. ' END OF SECTION 1 ' 00030-3 ' , SECTION 00100 ' INSTRIICTION& TO BIDDERB CARMEL CLAY PIIBLIC LIBRARY 1 1. Sealed proposal"s will be received on the work to � construct a new Carmel Clay Public `Library facility, and related Sitewor-k in Carmel, Indiana: ' BY: Carmel Clay Public Library 515 East M8in 8treet Carmel, Indiana 46032 , FOR: EARTHWORR/.IITILITIES, FOIINDATIONS AND BTRIICTURAL STEEL FOR A NEFT PIIBLIC LIBRARY.°B[TILDING t AT: CARMEL CLAY POBLIC LIBRARY EABT/NEST ROOM 1 IINTIL Friday,July 25, 1997, at 11:00 a.m. Bids received after tLat tima will be returne8 unopened. ' 2 . Bids are being received on the following Bid Items under Bid Package I, as listed below: BID PACRAGE I � Bid Item #1: Earthwork/Utilities ' Bid Item #Z : Foundation Concrete Construction Work Bid Item �3 : Furnishing Fabricating and Erecting Structural steel ' REFER TO SPECIFTCATION ,BECTION 01010 - ,BIIMMARY OF NORR for a ' complete description of each Bid Items 'and its associated scope. , 3 . BIDDING DOCUMENTS: Bidding Documents :consist of Drawings, Project Manual/Specifications. and all Addenda (issued 'prior to the ' date of Bids) as prepared by the Architect/Engineer and his consultants. ' Construction shall be in full accordance with the Bidding Documents. Bidders may obtain Bidding Documents by contacting Charles Scheele of Geupel DeMars, Inc. ' ' 00100-1 1 ' SECTION.00100 INSTRUCTIONStTO.BIDDERS ' CARMEL CLAY P,UBLIC LIBRARY t Questions regarding the project shall be faxed to Geupel DeMars, Ina. ; attn: : Charles Scheeley Project Manager, ' (317) 925-7687 . The Owner will not be responsible for any explanation or interpretation of the Drawings and Specifications. ' � 4 . ITEMS INCLUDED IN BID: • The Bid shall include all applicable costs, expenses, ' permits; overhead and� prbfit, bonds, and all applicable Federal, State and Local Taxes. 5. GENERAL INSTRUCTIONS: ' A. Eaeh Proposal shall have the .amount clearly and , legibly wriften wYth ink. ;or typewriter on the prepared Bid Form, a °Sample" of which is bound , herein. B. Each Bidder submitting a bid represents that he has ' read and understands ;the Bidding Documents and Scope- of-Work, Each Contractor represents that he has , visited the site and has adequately familiarized himSelf with the existing conditions. C. No additional cost to the owner will be allowed by ' the Contractor' s ,failure to avail himself for a complete and thorough on-site inspection of existing � conditions. D, The description or naming of materials, products and equipment, in the Bidding Documents is done for the ' purpose of estabTishing;'the, Reference Standard of required function, dimension, appearance and quality, and not for the, purpose,of limi£ing competition. It ', shall be the Bid'der's ,responsibilitv to meet the above reauirements if he' intends. to utili¢e �anv of the Acceotable Manufacturers in lieu of the Reference Standard. , , E. Bids shall not be withdrawn for a period of Sixty (60) days after the receipt of Bids. ' F. The Owner reserves the right to reject any and all Bids and waive any informalities in the Bidding. ' 00100-2 , , 4� '' v ' �� SECTION 00100 ' INSTRUCTIONS TO BIDDERS CARMEL CLAY PUBL'IC'LIBRARY 1 G. The owner will award separate Contracts for various ' sections and items of General Consfruction Work. H. Following the ,receipt of Proposals and prior to ' ContracE Awards, the apparent successful Bidder, or other Bidders as may be requested, shall submit to the, Construction Manaqer a complefe list of ' Subcontractors and Suppliers/Manufactures of Materials and Eguipment: After approval of this list by the Construction Manager, Architect/Engineer and Owner, it shall not be changed unless authorized in ' writing, said change resulting in a cost savings to the Owner or otherwise to the Owner's best interest. Additional unit prices for changes in the work shall ' also be provided at the request of the Owner and Construction Manager. I. Bidders shall also be prepared to submit a Bid , Breakdown sf and when required. J. BID SECURITY: ' Bids must be accompanied by a satisfactory bid bond, form AIA 310, certified or cashier' s check, or money ' order made payable to the Owner in the amount of ten percent (l0�) of the total bid price. Should a successful bidder withdraw his bid, or fail to execute a satisfactory contract, the Owner may then , declare the bid deposit or bond forfeited as liquidated damages but not as a penalty. K. PERFORMANCE AND PAYMENT BOND ' The successful bidder will be required to furnish , approved one hundred percent (100$) performance bond and a one hundred percent (100�) labor and materials payment bond which cover faithful performance of the contract and the payments of all 'obligations arising ' thereunder. Said bonds shall remain in full force and effect for twelve (12) months from the substantial completion of the Project. ' ' The bonds shall be furnished on AIA Documents A312, Performance Bond and Labor and Material, Payment Bond. Successful Bidder shall require the Attorney-In-Fact who executes the required Bonds on behalf of the ' surety to affix thereto a certified and current copy of his Power of Attorney. , 00100-3 ' 1 SECTION 00100 INSTRUCTIONS TO BIDDERS' , CARMEL.CLAY PUBLIC LIBRARY ' L. The joint and several phases of construction h"ereby ' contemplated are to be, governed, at all times, by applicable provisions of the Federal Law(s) , including„but not limited to, the latest Amendments of the following: ' 1. Williams-Steiger Occupational Safety and Health Act of 1970, Public Law 91-596. ' 2. PaYt 1910 - Occupational Safety and Health Standards, Chapter IVIII of Title 29, Code of ' Federal Regulations. 3 . Part 1926 - Safety and Health Regulations for Construction, •Chapter XIII of Title 29, Code of , Federal Regulatioris. M. CONSTRUCTION SCHEDULE Bids shall be based upon performing the work in ' accordance with the Project Schedule. Each Contractor and Material Supplier submitting a , Bid, unless exception is taken in writing, indicates he can and will tiave his Own Men, Subcontractors, ' Materials and Equipment available to keep his work on or ahead of the Master Schedule. Refer to Supplementary Conditions for fuither schedule requirements. , N. TAXES, PERMITS. INSPECTION3 1. All bid amounts are to include the cost of all , state and .local taxes. Except for the building permit, the cost of all required permits and ' inspections as required by governing agencies shall be borne by the Contractor. Th'e Construction Manager •shall provide the building permit. t 2 . State approval and fees incidental there to will be obtained and paid for directly by the Owner. ' 3 . These "INSTRUCTIONS TO BIDDERS" are a part of the Bidding and Contract Documents. ' END OF SECTION 00100-4 ' ' , , , :' SECTION 00220 ' BOILS INVESTIGATZON CARMEL CLAY PSTBLIC. LIHRARY , GSNERAL , A. Describtion 1. A soil investigation report has been prepared for ' this project by Engineering and Testing Services, Inc. ' 2 . A copy of this repqrt is bound into the specifications following this section. 3 . Additional Investigations: � a. Bidder should visit the 'site and acquaint him/herself with the site conditions. ' b. Prior to bidding and after written approval by the Construction Manager and/or the Owner, ' bidder may make his own subsurface investigation to satisfy him/herself with the site and subsurface conditions. ' 4 . The information contained in this report is not warranted to represent any general conclusions as to the subsurface conditions of the site. The � purpose of the report is to assist the designers in preparation of foundation and site design efforts. Any interpretation of data or ' cond-itions between the specific boring locations is to be performed strictly at the bidder's own risk. While this report has been prepared in accordance with generally accepted soil and ' foundation engineering practices, the conclusions are representative of only the location investi,gated, and do not reflect variations which , may occur between borings. Contractors are encouraged to perform tYieir own investigations of the site and draw their own conclusions from analysis of data accumulated from such ' investigation. No claims for additional compensation will be authorized for site conditions differing at locations other than 1 those contained in this reporG. 1 END OF, SECTION ' 00220-1 ' ' ' ' ' ' GEOTEGHNICAL EXPLORATION REPORT CARMEL CLAY LIBR9RY CAR1�iFi., INDIANA ' ' ' - � , � BROWNING DAY MULLINS DIERDORF, INC. INDIANAPOLIS, INDIANA , � ' � ETS PROJECT`NO. I6509 February 14, 1997 1 ' ' ' � ' February 14, 1997 � Mr. Steve Robinson, AIA Browning Day Mullins Dierdorf, Inc. 334 North Senate Avenue ' Indianapolis, Indiana 46204 � Re: Geotechnical Exploration Report Carmel Clay Library Carmel, Indiana , ETS Project No. I6509 Dear Mr. Robinson: ' We have completed the geotechnical exploration for the proposed Carmel Clay Library located in � Carmel, Indiana. The purpose of this study was to obtain soil information from the site and provide geotechnical recommendaaons for the proposed building and pazldng areas. This report presents the results of our field explontion, laboratory testing, foundarion recommendations and ' construction considerations. We appreciate the opportunity to provide professional geotechnical engineering services during this ' phase of your project. If you have any questions or require further information, please contact us. Respectfully, , ENGINEERING & TEST'ING SERVICFS, INC. ' ' Elizabeth M. Dwyre, P.E. Geotechnical Services Manager 1 ' 3c: Enclosed lc: Congdon Engineering Associates, Mr. Steve Osbom, P.E., Vice President ' 1 ' i � ', TABLE OF CONTENZ'S 1 EXECiJTIVE SUMMARY � 1. PROJECT DESCRIPTION................................................:............ 1 1.1 Introduction...............................................:............................ 1 � 12 Scope of Seniices..................................................................... 2 ' 2. PROCEDURES............................................................................ 3 ' 2.1 Field Exploration ..................................................................... 3 2.2 Laboratory Testing ................................................................... 4 , 3. RFSi7LTS................................................................................... 7 ' 3.1 Site Conditions..::,................................................................... 7 3:2 Soil Conditions.................................:...................................... 7 ' 3.3 Groundwater Condirions............................................................. 8 ' 4. ANALYSIS AND RECONIlVIENDATIONS ....................................... 10 4.1 Subgrade Preparation ............................................................... 10 � 4.2 Engineered Fill Placement and Compaction..................................... 11 4.3 Foundations........................................................................... 12 ' 4.4 Slab-On-Gnde Construction ...................................................... 14 4.5 Pavements .....................�...................................................... 15 ! 4.6 Construction Considerations ....................................................... 16 4:7 Excavations........................................................................... 17 ' 4.8 Plan and Specification Review and Construction Quality Control_.......... 18 ' S: GRIVF.0 a r CONI�4ENTS ............................................................. 19 ' , � � , CARMEL CLAY LIBRARY t CARMEL, INDIANA ETS Project No. I6509 ' EXECUTIVE.SUMMARY 1 A brief summary of the conclusions and recommendarions contained in this report is giyen below. This summary has been deyeloped from the exploration and analyses and is intended to be read in context with the entire report, including all conclusions,and qualifications mentioned herein. , The soil explontion program consisted of six deep borings in the area of the proposed library and five shallow borings in proposed.parlang azeas. A previous soil exploiation was performed by ETS ' in June of 1990, and included teii shallow soil bonngs in the area of the proposed library. These borings were also used in the evaluation of soils for foundation, slab on grade and pavement ' support. The surface soil conditions encountered in the borings generally consisted of ropsoil to depths of 8 � to 10 inches. These surface materials were underlain by sIlty clay to depths of 1 to 6 feet. Below the silty clay, clayey silt was generally present to depths of 8 to 25 feet. Underlying Uie clayey silt, fine to medium sand was present.to the explored depth of 25 feet in the deeper borings, B-101 ' through B-106. Unconfined compressive strengths measured by tests on relatively undisturbed Shelby tube samples and estimated by calibnted penetrometer strengths of split spoon and Sheiby tube samples varied across the site. Generally, strengths ranged from 1'/z to over 4�/� tsf, although � an area with tested strength results of �/< to 1 tsf was encountered near the southwest comer of the proposed buIlding, in the azea of borings B-105 and B-5. The soils at the site have high silt and sand contents and are very easily disturbed. Therefore, based upon past experience with these soils � and previous work done at the Carmel High School across the street from tivs site, we anticipate undisturbed in-situ strengths may exceed tested strengths of samples at some locations. ' We recommend spread footing type foundations be used for support of the library. The foundaaons should bear on suitable natural saff to very stiff clayey silt or silty clay at a depth of � about 2 ro 3 fee[ below the e�sting grade. Based on the structural loads estimated by Congdon Engineering, ranging from 275 Idps to 375 ldps, and the encountered soil conditions, we recommend a maximum net allowabie soil bearing pressure of 4,000 psf for spread footings. This � soil 'bearin; pressure is recommended provided that field verification of the soil strength is performed at each foundation excavation at the dme of construction. We anticipate local areas of undercutting and replacement will likely be required, particularly in the southwest azea of the ' proposecl library, near borings B-105 and B-5. Field verification of required soil strengths should consist of five (5) mini vane shear tests at each ' foundation locadon. Fach vane shear test should be performed to a depth of 5 feet below the bearing depth of the footin�. Interpretation of the field test results will require judgment to limit undercuttin� to those areas where it is necessary, without requiring indiscriminate undercutting ' measures which could unnecessarily increase project cost. In areas where soils are soft or weak and field tests indicate insufficient stren�ths for a ma�cimum ' net allowable bearing pressure of 4,000 psf, we recommend Chat foundadon soils be undercut a 1 ' CARMEL CLAY LIBRARY CARMEL, INDIANA � ET5 Project No. I6509 � minimum of 3 feet and brought to grade with properiy compacted engineered fill. The undercut ' soils must extend out at a 1 horizontal .to 2 vertical slope down, as shown on the foundation undercutting diagram included in the Appendix, Alternafively, the footing size may be increased ' based on the available soil strength. Based on structural loads of 4 laps per lineal.foot we were provided with and the encountered soil ' conditions; we recommend strip footings'for, support of wall loads. We recommend a maximum net allowable soIl bearing pressure.of 2,000 psf be used for strip footings. We recommend a minimum width of 2':feet for load bearing strip footings. ' Based on calculations using the loading information provided and the soil conditions encountered in the borings; we estimate total foundation settlement may be about 1 inch with a differential ' settlement of about '/z inch. The existinginatural, non-organic silty clay and clayey silf soil in the areas of the proposed building , and pazldng areas appears suitable for support of slabs on grade and pavements provided the subgrade is prepared as discussed in the report text. A vapor barrier should be provided below , floor slabs. Subsurface drains should be provided irr pavement azeas. Report Prepared by: Report Reviewed by: � Craig A. Leliner, E.I.T. Elizabeth M. Dwyre, P.E. Staff Engineer Geotechnical Services Manager ' , ' � , 1 � ' � ' CARMEL CLAY LIBRARY ' CARMEL, INDIANA ETS Project No. I6509 ' 1. PROJECT DESCRIPTION ! 1.1 Introduction , We understand that Camiel Clay Public Library will be constructing a new library and adjacent parlano areas. The new library will be ]ocated on the southeast comer of Main Screet and 4�' ' Avenue SE. The library site is across the strcet from the eacisting Carmel High School on Main Street. The new library will be located to the west of the e�cisting libiary. � ' Two parlang azeas are planned. One parlang lot will be located immediately south of the libruy. The second lot will be located across 4'� Avenue SE, on the southwest comer of Main Slreet and 4'" ' Avenue SE. tThe total area of the library and parlang sites is approximately 5 acres. The general location of the project site is shown on Figure 1, Site Vicinity Map, in the Appendix of this report. � We understand the library will be a two-story approximately 107,000 square feet, steel framed � structure, with load bearing masonry walls. Ma�cimum column loads of 375 laps and wall loads of appro�cimately 4 ldps per lineal foot are anticipated. The span lengths for the structure are � anticipated to be 30 to 40 feet in length. The finished floor elevation of the building is expected to be about 1 foot higher than the e�sting grade. 1 The current preliminary design dces not include a basement. However, an underground book � conveyor is planned to tiansfer books from a drop starion in the parldng lot to the library buiiding. ' We understand the underground conveyor will likely be only 2 to 3 feet below existing grade. � i � 1 ' CARMEL CLAY LIBRARY CARMEL, INDIANA ' ETS Project No. I6509 1.2 Scope of Services t The scope of services for this project included: ' 1. Performing six soil borings ro 25 feet in the area of the proposed bdilding and five soil ' borings ro 10 feet in one area of proposed parldng. 2. Perfornung appropriate laboratory 'testing, including visual engineering classification, , moisture contents, calibrated penetrometer tests, Atterberg Limits tesu, and unconfined compressive strength tests. , 3. Preparation of a written geotechnical report to include the following: ' • Recommended foundaaon types and depths. • Allowable soil be,aring pressure. ' • Estimate of total and diffeiential settlement. • Frost penetration depth and effect. • Slab-on-grade construction and subgrade support. ' • Use of existing soils for bacl�ill on-site. • Groundwater control measures. ' • Construction considerations related to the encountered soil and groundwater condirions. � • Modulus of subgrade reaction for slab-on-grade and pavement design. • Seismic site ccefficient. This report has been prepazed under the direction of a Registered Professionai Engineer licensed in , the state of Indiana. Our analyses have been perfoimed and this report prepared in accordance with ' generally accepted standards and procedures in the pnctice of geotechnical engineering. In the event of changes in the design or location of the structures, or in the concept of the project, the ' conclusions and recommendations contained in this'report shall not be considered valid unless the changes are reviewed, and the conclusions and recommendadons aze modified or confirmed in , writing by ETS. �. � � 2 � � CARMEL CLAY LIBRARY t CARMEL, INDIANA ETS Project,No. I6509 ' 2. PROCIDURFS ' 2.1 Feld Exoloration ' The soil exploration program consisted of six borings to depths of 25 feet in the area of the proposed library, and five borings to depths of 10 feet in proposed parldng azeas. A previous soil ' exploration was performed by ETS in June of 1990, and included ten borings to depths of 8 feet in ' the area of the proposed library. The recent and 1990 borings were used in the evaluation of soils for foundation, slab on grade and pavement support for the current project. ' The number and depth of the borings for this study were deternuned by ETS in conjunction with Browning Day Mullins Dierdorf, Inc. The borings were located in the field by ETS utilizing ' standard taping equipment based upon landmarks shown on a site plan prepared by MS & R ' Architects, dated December 6, 1996. Borings were offset as necessary due to utilities, buildings and trees. ' The approximate as-drilled boring locations aze shown on the Soil Boring Locadon Plan included as ' Figure 2 in the Appendix of this report. The approximate locations of the previous borings are also shown on Figure 2. The ground surface elevations at the boring locations were not available at the ' time this report was prepazed. ' The recent and 1990 soil borings were performed with an ATV-mounted rotary type drill rig using continuous flight hollow stem augers to advance the boreholes to sampling depths. Representative ' soIl samples were obtained by means of the split barrel sampling procedures at 2'/z foot intervals in the upper 10 feet and at 5 foot intervals to the boring termination. Sampling was performed in ' general conformance with ASTM Standard D 1586. The number of blows required to drive the sampler 12 inches with a 140 pound hammer falling 30 inches, afrer an inirial seating of 6 inches, is 1 � ' 3 ' CARMEL CLAY LIBRARY CARMEL, INDIANA ' ETS Project.No. I6509 termed the Standard Penetration Resistance (N-value). A graphic representation of the N-values is ' shown on the boring logs. 1 In selected locations where lower strength soils were anticipated based on the 1990 borings, relarively undisturbed Shelby tube samples were advanced by hydraulically pustiing a thin-walled ' tube into the soils below the hollow stem.augers. Shelby tube sampling was performed in general , accordance with ASTM D 1587. Water level observations were made in the boreholes during and upon completion of the drilling ' operation, and up to 8 hours after the completion of the borehole. The water level observations are ' shown on the iespective boring logs. The samples collected from the split barrel sampling procedures were placed in glass jazs and subsequendy delivereci to our laboratory for further testing , and classification. ' During the field operations, the drill crew maintained a log of the subsurface conditions, including changes in stratigraphy and observed groundwater level. Afrer drilling operations were complete ' and the necessary groundwater information had been obtained, the boreholes were bacl�illed with bentonite chips above the ca've depths, and to a depth of 5 feet in borings where the cave depth was , near the,surface. , , 2.2 Laboratorv Testing , The laboratory testing program included visual engineering clusification of the samples recovered, , and calibrated penetrometer, moisture conten[, Atterberg Limits and unconfined compressive ' strength tesu on selected represeniative cohesive soil samples. The results of the laboratory tests are ' indicated on the boring logs, and aze shown at the depth the samples were obtained. � ' � 4 1 � CARMEL CLAY LIBRARY , CARMEL, INDIANA ETS Project No. I6509: ' The soil samples were visually classified by an experienced,.geotechnical technician, based upon texture and plasticity in.general conformance with the Unified Soil Classification System. Moisture 1 contents were deternuned in general conformance with ASTM Standard D2298. , The calibrated penetiometer test measures the resistance of the soil sample to penettation by a small, calibrated, spring loaded cylinder. The calibrated penetrometer strength is measured to the � nearest '/a ton pet square foot (ts�, to a maximum limit of 41h tons per square foot (ufl. The calibnted penetrometer resistance is an estimate of the unconfined compressive strength of the ' tested soIl sample. ' � Atterberg Limits tests were performed in general accordance with ASTM Standard D 4318, to ' evaluate the plasticity of the soil rypes at the site. Atterberg Limits tests are performed to provide information on the classificarion of the soil and paruneters which aid in understanding how the soil ' might typically behave. The plastic limit is the moisture content above which the soIl is in a plastic state. The plasric limit is measured by adding moisture to a dry, pulverized sample until the soil , can be rolled into a thread of specified diameter and length. The liquid limit is the moisture content below which the soIl is in a plastic state, and above which the soil-water mixture is in suspension, � as measured using the Casagrande instrument. The difference between the liquid limit and plastic . limit is termed the plasticity index. ' Unconfined compressive strength tests were performed in generdl accordance with ASTM Standard � D 2166: Li ttie unconfined compression test, a soil sample is loaded at a slow consrant strain iate while the load on the.sample is measured. The corrected azea and load aze then used to compute � the unconfined compressive strength of the soil. Only Shelby tube samples were tested. ' ' � 5 � , CARMEL CLAY LIBRARY CARMEL,INDIANA ': ETS Project No. I6509 A geotechnical engineer reviewed the drillers records and laboiatory data, and grouped the various , soil types into major wnes noted on the boring logs. For more detail regarding the soil conditious at a particular location, please refei to the individual boring logs. ' The soil samples will be retained in oui office for 60 days at which time'tfiey°will be disposed. If 1 you.desiie to`retain the samples; please notify us. ' ' 1' , , ' , , ' , 1 , � ' �. 6' , ' CARMEL CL'AY LIBRARY ' CARMEL, INDIANA ETS ProjectNo. I65Q9 � 3. RESLTLTS. 3.1 Site Conditions , At the time of our exploration, the site fot the proposed library and parldng lot to the south of the � library was an open field with a.:few trees present. The ground surface was gtass covered and a small parldng lot was present on the west side of the property adjacent to 4'" Avenue SE. ' The property to the west of 4�' Avenue SE designated for parldng had an apartment building and a ' house presenh at the time of our exploration. Numerous utilities and irees were present around the ' structures, with a.small parldng lot present to the north of the apartment buIlding and the remaining portion of the site grass covered. � The library and proposed parlang azeas are relatively flat. We visually esrimate the macimum ' relief across the site is appio�mately 2 feet. ' 3.2 Soil Conditioas ' The surface soil conditions encountered in the borings generally consisted of topsofl to depths of 8 to 10 inches. These surface materials were underlain by silty clay to degths of 1 to 6 feet. Below ' the silty clay, clayey silt was generally present to depths of 8 to 25`feet. Underlying the clayey silt, fine to medium sand was present to the explored depth of 25 feet in the deeper borings, B-101 tthrough B-1Q6: A 2. to 5 feet thick sand stratum was°,,present within the clayey silt stcatum in borings B-105;,B-109, and previous boring 8-10. 1 , Tlie silry clay was generally stiff to very suff with unconfined compressive strengths ranging from '/z to 3 tsf; with most values generally azound 1 to 2 tsf. Moisture contents of the sIlty clay ' generally ianged.from 12'to 26 percent, with most values around 18 to 22 percent. � 7 ' , CARMEL CLAY LIBRARY CARMEL, INDIANA ' ETS Project No. I6509 ' 'The clayey silt was generally stiff to hard with unconfined compressive strengths ranging from 1/. to t. greater than 4�/z tsf, with most values between 1 and.2�h tsf. Moisture contenu of the clayey silt varied from a6out 9 to 19 percent with a majority of the values between 9 and 12 percent. �. 'The fine to medium sand present below the clayey silt was medium dense to dense'with,Standard ' Penetration Resistances (N-values) ranging from 20 to`32 blows pei foot (bpfl. t A copy of the soii boring logs and the boring location•plan aze included in the Appendix of this ' report. The soil profile described herein'is a gener�lized descripuon of the conditions encountered at the locations of our� borings. For more detail regazding the soil condirions ;at a par[iculaz ' location, please refer to the individual boring logs incluiled in the Appendix. The stratification depths.shown on the boring logs are.intended to indicate a zone of transition from ' one soil type to another. 1'hey are not intended to indicate exact depths of soIl change. Sabsurface ' conditions,encountered at the time of construction may vary from one azea to another and from the conditions encountered at the soil boring locaqons. t 3.3 Groundwater Conditions , Water level observaqons were made while drilling;.at completion of each boring and up to 8 hours � upon.completion of drilling. Water'level;readings were observedatdepths varying from a "dry" condirion to 5 feec during drilling and upop,completion of drilling. A "dry" condition indicates � that no water had accumulated in the borehole at the time the rzading was.taken. Afrer 1 to 8 houts upon completion of drilling in borings B-102, B-103 and B-105, tha water levels were observed to �' be at depths of 1�/z to 3 feet below the e�cisting ground surface. �: In our experience, the soil color change from brown to gray in fine grained soils can be indicative � of the long-term groundwater level: The soil color change from brown to gray occurred aC depths � 8 � ' CARMEL CLAY LIBRARY ' CARMEL,TNDIANA ETS Project Nor,I6509 ' ranging from 8' to 18 feet: On the 6asis of color of fhe�:ietrieved samples and the water level observations during drilling, we anticipate the long-term groundwater Ievel is at or below a depth of ' about 14 feet. Areas of perched or"`ttappecl" water were present at the time of exploration at shallower depths in sand seams;and layers. � The long-term hydrosratic>groundwater level, as well as perched water levels and volumes, shouId ' be expected to fluctuate tluoughout the years, based on variations in precipitation, evaporation, ' surface run-off and other factors. The groundwater levels discussed herein, and indicated on the boring logs, represent the condition at the time the measuremenu were obtained. ' ' ' ' ' ' � ' , ' ' , ' 9 , CARMEL CLAY LIBRARY CARMEL,INDIANA , ETS Project No. I6509 4. ANALYSES AND RECONIMENDATIONS ' Based on the soil boring;:information obtained during„this,explontion and our nnderstanding of the , proposed construction as mentioned in ttus report, we present the following geotechnical recommendations related to construction of the proposed library and pazldng areas. Our analysis ' has resuited in ;ecommendations which are ,discussed in the following sections. If any of our ' assumpdons or understandings are not correct, or..if condiuons during cons�vcuon aze observed to be significanfly different than those encountered during the site exploiapon, we'should be contacted , immediately, so we may re-evaluate ourrecommendations; as necessary. 41 SubErade Preparation ' Subgrade preparation should begin with the complete removal of all ropsoil: The borings generally , indicate between 8 and 10 inches of topsoil preserit at the boring locations. We understand finished ' floor elevation of the building is expected,to be about 1 foot higher than the existing grade. ' Prior to placement of engineered fill to raise itie grade in the area of the library or construction of the pavement section for the par}ang areas, the subgrade sliould be thoroughly proofrolled. The , uitent of the proofrolling is to detect areas of sofr or otherwise unsuitable subgrade condiaons. Proofrolling should consist of a minimum of four'complete coyerages of a fully loaded dump truck , � or similar heavy load type vehicle. The•proofrolling operafion should be observed by an ETS representative. All sofr, loose or unstable areas revealed by proofrolling should be stabilized by ' additional compaction or undercut and replaced with engineered fill as recommended in Section ' 4.2. Upon completion of proofrolling, the grade can be brougfit to the desired elevation with engineeied fill. ' If proofrolling is performed during wet times of the year, usually from fall through spring, , subgrade stabilization through drying and reworldng of soil will not likely be sufficient for subgrade � 10 , ' � ' CARMEL CLAY LIBRARY ' CARMEL;INDIANA ETS Projecf'No. I6509 ' preparation. Stabilization through ;he use of ldln dust may be required, with associated higher earthwork costs. ' Iarge and/or dezp cuu in the giade are not expected at the site, and therefore, we anticipate that ' only small quantities of on site soils will be reworked and used as engineered fill. However, if the near surface silty clay soils are to be reused as engineered fill, significant drying will be required ' due to moisture contents generaily over 20 percent. The requiremenu for the reuse of soils as ' engineered fill aze discussed in Section 4.2. ' 4.2 Engineered Fill Placementand Compaction ' Engineered fill used on.the projecf should be an approved, environmentally clean material, free of lumps,;frozen soIl, wood, ropsoIl; orother deleterious matter. The fill should be placed in lifts not 1 exceeding 9 inches in loose thiclmess and be compacted to a minimum of 95 percent of the maximum dry density determined in accordance with ASTM D 1557 (Modified Proctor). In ' landscaped azeas, the compaction requirement may be reduced to 90 percent of maximum dry density�ASTM D 1557: ' On site soils may be suitable for reuse as fill for site grading purposes, provided site grading � proceeds during the summer months. However, we understand the site grades generally need to be raised, and the.site earthwork may not be balanced. If existing on-site near surface silty clay soils , are ayaila6le for reuse as engineered fill for site grading purposes, their use should be limited ro site grading beneath the building and pavements, and in landscaped azeas. Also, the contractor should � recognize that these materials can be difficult to compact and are moisture sensirive. We estimate , the'optimum moisture content of the silry clays at the site is likely in the range of 9 to 13 percent. The placement moi§ture content of any new fill should generally be within 2 percent of the , optimum moisture content if adequate compaction is to be achieved. The near surface silry clay soils geneially had.moisture contents greater than 18 percent, so drying will be necessary. , ' 11 ' CARMEL CLAY LIBRARY CARMEL, INDIANA , ETS Project No.,I6509 ' ' For backfill of utility and foundation excavarion trenches below pavements and floor slabs, and for fill or backfill placed below foundations, the use of on-site material should not be>•pernutted. We ' recommend granular INDOT "B" borrow type materials; INDOT 1993 StandaTd Specifications Section 211, besequired in these areas. `' 4.3 Foundatious , We recommend spread footing type foundadons 'be used for support of [he library. The , foundations should bear on suitable natural saff to uery,stiff clayey silt;,or silty•,clay at a.depth of ' about 2 to 3 feet below the e�cisting gnde. Interior spread footing foundations should bear a minimum depth:of 3 feet,below finished floor, for stability. Interioi strip' footing foundations ' should bear.a minimum of 18 inchesbelow finished floor. Perimeter footings musf bear•�af least 3 feet below the lowest.adjacent exterior gnde; for.protection against frost`penetration dur`ing normal ' wirtters. Based on the-column loads estimated by Congdon Engineering, ranging from 275 to'375 Idps, and ' the encountered soil conditions, we recommended a ma�cimum net allowable soil bearing pressure , of 4,000 psf for spread footings. This soil ,bearing pressure is recommended provided that field verification of the soil strength is performed at each foundarion excavaaon at the rime of ' construcrion, using muu vane shear methods. We.•anticipate .local areas of undercutting and replacement will likely be"required, particularly in the:southwest area of the proposed library, near ' borings B-lOS.and B-S. ,. The recommended soil bearing pressure of 4,000 psf incorporates a mirrimum factorof safety of 2.5 against bearing capacity failure, based on a design•average unconfined compressive strength of '' , 1.5 tsf in the shearing zone beneath the foo[ino. Conventionally, a factor of safety of 3.0 against ' bearing capaciry failure,is used for typical shallow foundadon projects: Factors of safety as low as , 12 ' ' CARMEL CLAY LIBRARY ' GARMEL, INDIANA ETS Project No. I6509 ' 2.O are sometimes used in various special load or soil conditions: Tlie field verification procedures recommended for this project will provide us with greater than rypical lmowledge of the actual in- ' situ soil strength within the foundation shear zone. Therefore, in our judgment , a factor of safety against bearing capacity failure of 2.5 is adequate. ' Field verification of required soil strengths should consist of five (5) mini vane shear tesu at each ' foundarion location. Fach vane shear test shouid be performed to a depth of 5 feet below the bearing depth of the footing. Mini vane shear testing allows direct verification of the soil strength ' within the soil shearing depth beneath a foundation. The mini vane shear device consisu of a probe with fan-like vanes, which is driven into the ground and then tumed to locally shear the soil. A , calibrated spring measures the resistance necessary to tum the vanes, providing a direct read out of ' the in-situ unconfined compressive strength at the test location and depth. ' The vane shear tesu may be supplemented with calibrated penetrometer evaluation of the unconfined compressive strength at the footing bearing surface. Supplementary Dynamic Cone , Penetrometer (DCP) tesu may also be performed, particulazly if sand layers are encountered at some foundations. However, DCP tesu should not be substituted for mini vane shear testing for all ' foundations, since ihe DCP is primarily intended for bearing grade verification in granular materials and dces not provide d'uect measurement of cohesive soIl strength. ' Interpretaaon of the field test results will require judgment ro limit undercuiting to those areas , wfiere it is necessary, without requiring indiscriminate undercutting measures which could unnecessarily.increase project costs. ' In areas where soils are sofr or weak and field tesu indicate insufFicient strengths for a ma�cimum ' net allowable bearing pressure of 4,000 psf, we recommend that foundarion soils be brought to ' grade with properly compacted engineered fill. The depth of undercutting may vary depending on condiuons encountered at specific locations. For project planning purposes, we estimate a , 13 , ' CARMEL CLAY LIBRARY CARMEL,INDIANA ' ETS Project No. I6509 minimum undercut depth 3 feet below design bearing elevarion should generally beadequate. The ' undercut soils must extend out at a 1 horizontal to 2 vertical slope down, as shown on the foundacion undercutting diagiam included in the Appendix. Altematively, the footing-size may be , increased depending on the available soil strength. ' Based on structural loads of 4 ldps per lineal foot and the encountered soil coudirions, we ' recommend strip footings for support of wall'loads. We recommend a maximum net allowable soil bearing pressure of 2,(�0 psf be used for strip footings. We recommend a minimum width of 2 ' feet for strip footings supporting load bearing walls. From calculaaons using the loading information provided and the soil conditions encountered in the ' borings, we estimate total foundation settiement may be about 1 inch with a differential settlemenf ' of about '/z inch. For purposes of seismic design, the site is located in Zone 1 as defined in the Unified Building ' Code. A site ccefficient of 1:5 may be used in seismic design, based on soil type S3. '' 4.4 Slab-On-Grade Coastruction ' For the design and construccion of slabs-on-grade for the proposed building, we recommend ' subgrade preparation as previously discussed�in SecROn 4.1. Localized areas of soft near surface soils may require remedial subgiade treatment, such as drying and re-compacting or undercutting ' and replacing these soils. The amount and extent of remedial work required will vary depending on the condition of the subgnde soIls at the time of construction. ' After subgrade preparation has been completed, we recommend a minimum of 6 inches of free ' draining, �granulaz fill material with less than 5% passing the No. 200 sieve, be placed below the ' ' 14 � ! £ARMEL CLAY LIBRARY , CARMEL, INDIANA ETS Project No. I6509 ' slab-ori-grade to act as a capillary cutoff and facilitate fine>grading. A vapor bazrier should also be used below the floor slab. 1 The considerations regarding proper slab finishing and curing and its effects on slab curling as , discussed in ACI 302 should be reviewed and conveyed to the contractor. The slab-on-grade should be isolated from the foundation elements so as not to induce shear cracks due to settlement ' of the foundations. Assuming the slab will be supported on natural saff silty clay or on engineered fill placed above suitable natural soil, we recommend a modulus of subgrade reaction of 100 pci be ' used for floor slab design. ' 4.5 Pavements ' We understand two primary parldng azeas will be constructed, with one lot located ro the south of ' the proposed library and the second lot across 4'" Avenue SE to the west of the proposed library. Based upon the soil conditions encountered in the pavement borings, borings B-107 through B-111 ' and previous borings B-8 through B-l0, the soils generally appear suitable for support of the parldng areas, provided the subgrade is prepazed in accordance with Section 4.1. ' For saff to very stiff silty clay; we recommend the design of the proposed fle�ble pavement section ' be based upon a Califomia Bearing Ratio of 3. This design bearing value is based upon our experience with similan soils. This value assumes a stable subgrade condition verified by ' proofrolling and/or compacrion of subgrade soils ro at least 95 percent of Modified Proctor (ASTM D I55�. , Design for drainage,is of the utrnost importance to minimize detrimental effecrs that may shorten ' the service life of the pavements. The pavement should be crowned or sloped in order to promote ' effective surface drainage and prevent water ponding. We recommend a slope of about 1 to 1�/z percent. In addition, the subgrade should be similarly sloped to promote effective subsurface , 15 , ! CARMEL CLAY LIBRARY CARMEL,INDIANA ' ETS Project No. I6509 drainage. We recommend pavements have subsurface drains to intercept moisture which collecu ' within the aggregate base and subgrade materials. The diains should have posiuve drainage to catch basins or manholes. We also recommend that "stub" or "finger" drains be provided azound , catch-basins and in other low areas of the proposed parlang lou to muumize the accumulation of water above and within the aggregate base and frost susceptible subgrade soils: ' 4.6 Construction Consideratious , We recommend site preparadon, including the work of stripping, overexcavadon, bacl�illing, ' proofrolling, and engineered fill placement on this site should be observed by an ETS representative ' performing an appropriafe number and type of tests, to verify the work is being performed as recommended and according to the project construction documents. , An ETS representative should observe foundation ezcavations and perform vane shear tests at each ' location. Field verificadon of required soil strengths should consist of five (5) mini vane shear tests at each foundadon location. Each vane 'shear,test should be performed to a depth of 5 feet below ' the bearing depth of the footing. We recommend ETS be engaged to perform site preparations and foundadon consavction observaaon, based on our familiarity with the project site and design , assumptions. ' Based on water observadons in the boreholes, we anacipa[e excavabons for foundations aze not likely to encounter serious groundwater 'seepage. However, excavations are likely 'to encounter ' zones of perched water uapped in sand seams within the generally cohesive near-surface soils. , Surface runoff and infiltrating perched water must not be allowed ro pond in excavarions. We anticipate localized dewatering using collecrion trenches and pumping from properly filtered sumps ' will likely be adequate. � � 16 � ' GARMEL CLAY EIBRARY ' CARMEL, INDIANA ETS Project No. I6509 ' SoIls at the site;are highly susceptible to disturbance due.to infiltrating perched water, rainfall, and t�affic of workers and equipment. All soils that become loosened or softened in the subgrade or ' foundation excavation areas should be removed prior to placing concrete or engineered fill. Foundation concrete should be placed the same day footings aze excavated to limit footing subecade ' disturbance. If it is.not practical to place foundation concrete on the day footings aze excavated, we recommend the foundation subgrade be protected with a 2 to 3 inch thick lean concrete mud mat. ' The mud mat should be placed immediately following vane shear testing of the foundation subgrade. ' ' 4.7 Fxcavations ' Below grade excavadons into natural soils are anacipated on this project. The contractor is solely responsible for designing and constructing stable, temporuy excavarions and should shore, slope or 1 bench the sides and bottom. All excavadons should comply with applicable local, state and federal regulations including the current OSHA Fxcavarion and Trench Safety Standards. Construction site ' safety is the sole responsibility of the Contractor, who shall also be responsible for the means, methods and sequencing of construction operations. � In no case should slope height, slope inclination or excavation depth, including utility trench ' excavation depth exceed those specified in local, state and federal safety regulations. Specifically, the cu;rent OSHA Health and Safety Standards for Excavations, 29 CFR 1926 should be followed. ' We understand these regulations ai�e being sa-icdy enforced and if they are not closely followed, the Owner and Contractoi could be liable for substaneal penalties. ' The contractor's "responsi6le person', as defined in 29 CFR 1926 should evaluate the soIl exposed ' in the excavadons as part ofthe contractor's safety procedures. If an excavation, including a trench , is extended to a depth of more than twenry feet, it will be necessary to have the side slopes designed by a professional engineer registered in the state where [he construction is occurring. The ' 17 , ' CARMEL CLAY LIBRARY CARMEL, INDIANA ' ETS P�oject No. I6509 contractor's "responsible person" should also establish a minimum lateral distance from the crest of ' the slope or excavation for all spoil piles and vehicles. Likewise, tlie contractor's "responsible person" should,esiablish protective measures for exposed slope faces. ' All excavations should be safely sheeted, shored or braced in accordance with OSHA requirements. ' If matenal is stored or equipment is operated:near an ezcavation, stronger shoring must be used to , resist the;extra pressure due to the superimposed loads:: Care should always �be exercised when excavating near eacisting buildings, roadways or utilities, to avoid undermining. In no case should ' excavadons extend below the level of adjacent existing foundations unless underpinning or other support for the foundacions is planned. � 4.8 Plan and Snecification Review and Coastruction Oualitv Control , We recommend ETS be provided the opportunity to review the project plans and specifications ' perraining to�the geotechnical aspecu of the project prior to bidding and construction in order to ascertain that the project is as anticipated when the design recommendations were provided and that ' our recommendations were properly applied. All soils related activities, including subgrade preparadon, engineered fill placement, and foundation excavaaons should be observed by the , project geotechnical consultant to verify the work is being performed as specified in the project documents. ' 1 � ' , � � 18 � ' CARMEL CLAY LIBRARY ' CARMEL, INDIANA ETS Project No. I6509 ' S. GIIVII2AL CObIl�IENTS tThis report has been prepared in ,accordance with generally accepted geotechnical engineering practices ro aid in the evaluation of this property and to assist the engincer in the design of this � project. In the event of changes in the design criteria or location of the structure, the conclusions and recommendations contained in this report shall not be considered valid unless the changes are ' reviewed and the conclusions of Uus report are moaified or approved in writing by our office. ' The analyses and recommendations submitted in this report are based upon the data obtained from ' the eleven (11) recent and ten (10) previous soil borings performed within the proposed library and pavement areas at the appro�mate locations indicated on the appended soil boring locadon plan. ' This report does not reflect variations which may occur between the borings and the actual structure locarion. The nature and extent of variations may not become evident until the time of ' construction. If significant variations then become evident, :it may be necessary for us to re-evaluate the recommendations of this report. We recommend that the contractor specifications , include the following phrase. ' "The contractor will, upon becoming aware of subsurface or latent physical conditions differing from those disclosed by the original soil ' exploration work, prompdy nodfy the owner verbally to permit verification.of tfie condirions, and in writing, as to the nature of the differing conditions. No claim by the contractor for any conditions ' differing from those anricipated in the plans and specifications and disclosed by the soil studies will be allowed unless the contractor has so notified the owner, verbally and in writing, as required above, of ' such differin; condirions." ' In the process of obtaining and testing samples and preparing this report, procedures are followed that represent reasonably accepted practice in the field of soil and foundation engineering. ' Specifically, field logs aze prepared during the drilling and sampling operations that describe field occurrences, sampling, locations, and other information. However, the samples obtained in the ' 19 1 ' CARMEL CLAY LIBRARY CARMEL, INDIANA ' ETS Project No.I6509 field are frequendy subjected to adiiitional testing and reclassification in the laboratory and ' differences may e�cist between the field logs and final logs. The engineer preparing the report reviews the field logs, ]abontory classifications,and test data, and then prepares the final boring � logs. Our recoinmendations aze based upon the content of the final logs and the information contained herein. ' This report does not address any environmental concerns. ' ' . ' , ' ' ' � � a 0 u zo m . m � CARMEL CLAY LIBRARY ' CARMEL, INDIANA ETS Project No. I6509 ' � ' ' APPENDIX ' l. Figure 1, Site Vicurity Plan 2. Figure 2, Soil Boring Locarion Plan ' 3. General Notes _ ' 4. Soil Boring I.ogs (B-101 through B-111 and B-lthrough B-10) ' S. Unified Soil Classification System 6. Unconfined Compression Strength Tests (5) ' 6. Figure 3, Foundation Undercutting Diagram � ' ' � ' ' ' ' .- , - ,�; � i` � , . \:` � zi J�-. � ~ �___ l;` . � �� 'L ,� � .` ..' � ' . . �' ��_- oi � "•/�� _� ` .� _�"�.' _ `:�", -U°ad�0 ,��'� . _ �.. w -� - ` � . . _ iouPr _ - . .: :9'. / l -_ _ • . ' :� .v. .. �= w:i �+ ' - ''!: ' • ... . '��P, _ . '.: :; '.��"� �=t. . '� ' emeter4'-�� -- ~\.i�/ "� . s , +� .. .�. _._ .. .. .'.�. . : •'�...�' _ �. Y • .l�"�'=' : . ..?/Sewage_. --` .:°,_` : ; m; �' . _ .wc_�_ . -=i Dnoosai � � � - � : . , 6 ' -@` �"_':`_"-t' ' �' :-/—�+�: :. : � ;� .' � / � � `Yr�/'^ �_I 'u ' � .7' . : � ; : � ' ��.�Y / . �. \. �`.e6SL3 C6m yi l '_' i . m ��, ,�:, • . . .: : : Od F __ �� =' K ____. -- a0�. – � E�STI'.iJ6Tl ��_,� � ..�•,!/:, - 3M��7/i V •• i : —— .T� . . <� i �919 pi',�x�. �. _ \e' _ �: ; ; . . � i _ �� 0 1�1 !_�� . - �� . = C � y 1 �� . \ �� `I .�'�� N '.�� , ,�� R6' '.. � C �'� � '_ • .ll° =� � 1 �. I .I� m�� - - � �. '_�..r^ •_�c�- �; . r-,k � - C�'�? � � � J i��vl i:� ��w� 8� v B�Sq � o � ��p0 �� •_ � -. .._ �I . . . �1� 1 . V � '.i: . � p,��, � . � r i / �� . .� . ,-t�. ;L 2 1 . � 4t ' " � ' � �� _ i I ` . 1: � r_ _ ��,��"�' •tr'' � . { �•asc 'F-i ''T11 2 c _ih�: .is� ,` -�'_ _— �A1. — •\ . �iL �� weSlr � � � • �-�„�_mt�� _"'.� ��' ' 1' f� . 4�� Q'�; �zJ � ;r9 `� •� � �;� . � ��j_ -�� ,�dr H+�5ehr1 � � � ,1 ,; , M\ i , '`'r` i/,� �"F �'-�' �'� � 1 MEFSOM RO � -0Y v /�.. I � 7 �G }. l — ur I v I�i � .,;: W , OII _ '�/� �i�r iGT€ 'e<Sr � � \�� ° ��r ^!l � � . �:�" Y ' ��, �� (�� ,�� s �; �� -: , asts� � , ` �((?� �l p j_ --- - � f��.��i - ��_auwr / ! on �..`�.�'�--.W „�4Sr�H . _�_ _"_ - � ' � eao�""� ' '1 � � � .'.�° '.� � : ---_ . ._ _ ��f ��.;�GaIflCour�. � 1�� — � �� . . . , '_ . . � � '� In N � ' `` � . rC � Y� � � � � �tvaik � � t�( a - - � � � � - } � i., �U�(I � II S . ,� ` � _��\ w �� . _ _- ... . �� !I IL. a 1 ��Ila � �\ e� ` � , � , �� r. \� .. , ,�' , . - ` . _ . - I' . -��_—� o�•�o ',�O% ': .I � II� ��" /1i♦. �� . �� _ F � I �I� . Y . .�Y.. U . -�j�� ♦I "� � �• -� �� (�� , �, " `.f � i:��' p.- �i�ir��► �f, " —�:." �' `� .t.' _�.. 7 �.,� �� I i - ■ ,- � w � : �� ' EXISTING CARMEL; HIGH SCHOOL � 1 MAIN STREET ' EXISTING I ANTICIPATED MAXIMUM LIMITS ' HOUSE G P LOT G OF PROPOSED LIBRARY� � � B-107 �----5---------�-------�'` ' �► `\ i ;. B-102 e B-101 B-108 ❑ I ' ; B-1 ' , � � �_ i i i PROPOSED � p ' � B=3 � ; ' PARKING�� z� �� ! � � � � B-109 I �` cF-n Y Sr � � B 2 ' ' S i' B-110 W Q B-106 :, B-103 ! �. ' � B-111 EXISTING / °- � : �• ' �' � ' APARTMENT I I � � B-5 � B-4 ; BUILDING—' ' , ; � � ' '-- ' SS7 --�— -------5 , B-105 B-6 B-104 � ' �: — w 6-8 B-7 � � ' z � w > t �PROPOSED ' � PARKING� I �. � �. '. � � B-9 B-'10 LEGEND I , � Sr CURRENT BORINGS � B-101 I I I ' � i � PREVIOUS BORINGS i � B-1 � � ' i � I Project: Carmel Clay Library , �� Client: Browning, Day; Mullens & Dierdort, Inc. Location: Carmel, lndiana soil boring ETS Job,No.: 16509 location lan . � e�,r,��o a r�m�9 bate: 2/97 R ' -;s�,i��. Scale: 1"=100'+/_ Figure 2 � 7225 G,eotgetown Road, Indianapolis, lndiana 46268-4126 ' ' Client: ' ETS ProjecrJl: 16509 Boring Log . Brownin Da Mullins; & Dierdorf, If1C. Numbec B-�� 9• Y• Sheet: 1 of 1 , Broject• Location: . Erqineenrg & iesfirg Carmel Clay Library Carmel, Indiana S��s, � , _ PCF�Indicates,Semple Dry Unit Weight in �'N' Blows Per Foat �Unconfined Compresaive c o� Pounds Per Cubic Foot o Svenach IT5f1 > c' a t 'm � m E �Nemral Moirturo ConLnt �Calibre[ed Hend a m m _ >, Penetromner(TSPI Z p o N ' � Descri tion Of Material o- - - -� - - -G p m� X Undreined Shear Stronpth E E � O m P:L% L.L.% IKSFI m 0 20 40 80 0 2 4 g N y � Surface Elevetion: Scale: 40linch Scale: 4lnch ' Driller repbrted 10" CLAYEY TOPSOIL = 1/SS SILTY CLAY • trace sand & gravel - very � stiff - brown (CU ; ' 2/SS � ,: 5 ! i - i : ' 3/SS CLAYEY SILT - some sand - trace gravel - ' with occasional,sand seams - very stiff to � , hard - brown (CL-MLI � 4/SS i , 8 °.5' 1 �o / ., � ; ;� t i - � � � 5/SS CLAYEY SILT - some sand - trace gravel - ' 15 very stiff to hard - gray with brown layer ; � � @ 19' (CL-ML) , i � ii ' a.s� 6/SS FINE TO MEDIUM SAND - some silt - trace . Z� to some gravel - dense - moist - brown (SM-SPI ' � 7/SS /� ��. �� Z5 END OF BORING 25' NOTES: ' 11 Borehole & adiacent borehole backfilled with natural�soils & bentonite chips to 14' & 5' respectively. , . 21 Shelby tube pushed 3'-5' in adjacent � borehole offset 2' - 54% Recovery. 31 Qp's (Calibrated hand penetrometer strengths of the shelby tube) ranged . from 2.5 to 3.25 tsf. � *•Cave-in @ 14'. Weather: Partly Cloudy, 35°. ' Note: The stretification lines indicated herein are approximate; In-situ the transition between soil types may be gradual Water Level Observation Boring Started: 1-23-97 Drawn By: $�/ Approved: l2� while.drilling Boring Completed: 'I-23-9] Office: Ifldi0�8 F�ie: 16509 ' s�-** aCCOmpletion R�e CME-750 (ATV) Fo�eman: M. RoSe @ .hrs. afler� complecio� Note: Boring backfilletl with soil..unless otherwise noted. 1 Client: ETS Project-!l: 16b�J Boring Lop - � Number: g��2 Browning, Day, Muilins, & Dierdort, Inc. shaac: 1 of `7 ,' ��. Project: Loca[ion: En9ir�,enog & TeSGng ' CaRnel Clay Library Carmel, indiana ��, �� . PCF Indicates Sample Dry Unit WeiBht i� � � 'N' Blawe Per Foot OUncontined Comvressive ' a o Pounds Per Cubic Foot Suenv�h ITSFI � � � �CalibrMed Hand t m � m E e Natuml Moiatun Cantmt m m m �, PenetrometerlTSFI Z ° � t Descri tion Of Material N o- - - -� - - -❑ ' m m m a p A P.L.% L.L.% X KSFI ��Shear Strenpth E E � o °1 m o 2o ao so o z a e m � � Surfece Eleva[ion: Scale: 40/inch Scale:, 4/inch ` Driller reported 10" CLAYEYTOPSOIL = , ' 7/SS SILTY CLAY • trace sand & gravel • stiff - 8 brown �CL1 ,: � : , 2/SS �= - -;� ; � : s CLAYEY SILT - some sand - trace giavel - i ve�y stiff to hard - brown to'gray below , 3/SS 14' (CL-ML) '� 4/SS ' io � � � !� : i 'r siss j 15 ! ' 1 � i r: ii 1s�sS � , . i 6:5+ 20 , 7/SS SANDY SILT • trace clay - medium dense:- I ZS dry- gray (MCF ' END OF BORING 25' NOTES: 1) SS-3 resampled in adjacent:borehole t due to sample disturbance at original location. Data shown on log is from � � resampled location. Resampled location was backfilled with 7.5' of�bent. chips� � . ' 21 Shelby tube pushed 3'-5' in adjacent borehole offset 5' S.E. - 79°/a Recovery. , 3) Borehole backfilled with bentonite cfiips ' � above cave depth of 18'. . . 4) Unconfined,comp. strength specimen @ � 3.5', ST-1, cont. app. root channel. •'Cave-in @ 18'. Weather: Cloudy, 35°. Note: The stratification lines indicated herein are approzimate;,In-situ the transition between soil types may be gradual ' , Water Lavel Observation Boring Started: 'I-23=J� Drawn By: $W � Approved: �� - �6� while drilling goring Completed: 123-97 Office: lOdl8f18 File: 16509 , �� at completion � . Rig: CME-750 (ATV) Foreman: M. Rose 3' �@ 1 hrs. after � comPlecion Note: Boring tiackfilled with soil unless otherwise noted. t _ . a: ,i� ' ' ETS Project !1 �s�j�9�� Borin - �o . Client: 6 9 B_,103 �� Browning, Day, Mullins, &:Dierdorf, Inc. snaec. 1 0( � Number: , P�oject: � ' Location: ' 6gineen'ng k Testing Carmei Clay Library Carmei, Indiana 5��, �� , _ .PCF Indicates.58mple Dry Unit Weight in t$ 'N' Blows Per Foot �Unconfined Compreseive n o Pounds Per Cubic Foot o' ' Stronath ITSFI > c a �fCalibrMed Hand � � > m E �Netuol Moi�mn Com«it y d m �, Penetrome[er(TSF) Z ° � : Descri tion Of Material N ' o- - --o - - -❑ 0 ' E E � O p �`m P��% L.L.% X KSFI ��Sher Svenpth a a m 0 20 40 60 0 2 6 8 N N � Surfece�Eleyation: Scale: 40/inch Scale: 4/inch ' Driller re{iorted 10" CLAYEY TOPSOIL = : 1/SS SILTY CLAY - trace to some sand - trace � gravel - very stiff - brown to dark brown �,; ' (CLI �" 2/SS � �-- - � Q s �: �: ' CLAYEY SILT - some sand - trace gravel - � 3iss / // ,; very stiff to stiff - brown (CL-ML) , � i: 4/SS /,/ f ' � io � � �� /,/ �: %� ' ' „ �: / �; ' 5/SS / CLAYEY SILT - some sand - trace to some / " 15 grevel - soft - brown ICL-ML) , ; ' CLAYEY SILT - some sand - trace to some ; � i � grevel - stitf - brown to gray @ 18' � , ; (CL-ML) . , ; ' � � 6/SS � f zo ' MEDIUM TO COARSE SAND - some silt - 7/SS' trace to some gravel - medium dense - wet ,� . ' 25 - brown �SM-SPI , END OF BORING 25' . . ' NOTES: 11 Shelby tube pushed 3'-5' in adjacent borehole offset2' - 92% Recovery. ' 2) BoreFiole and adjacent borehole �� backfilled wiih bentonite chips above �cave depth of 18' & 5', respectively. ' "Cave-in @ 78'. Weather: Partly Cloudy, 35°. ' Note:�The stratification lines indicated herein are approximate; In-situ tfie transition between soil types may be gredual Water Level Observation Boring Started: 1-23-97 Drawn By: $W AOProved: ryyw 1$� whiledrilling garingCompleted: 'I-23-97 Office: I�diB�e File: 16509 , �Q""' attcomplation 1 1/2' @ 4 hrs. after Rig: CME-750 (ATV). Foreman: M. RoSe complecion Note: Boring hackfilled with soil unless otherwise noted. ' Client: ETS Project.Jl: IB�JOJ Borinp Lag � ' Numberi B"�04 �� Browning; Day, Mullins, & Dierdorf, Inc. sneet: 1 ot T ProjecC Locetion: Engu�eenrg h Tesfirg ' Carmel Clay Librery , Carmel, Indiana • `�+��. �c PCF�Indicates Sample Dry Unit:Weigfit in � "N' Blows Per Foot O Unconfined Compreaeive ' n o Pounds Per Cubic F.00t. Stranpth ITSF) > c — a t � � m . ' E �Ne[urd Moiamro Conront �Calibreted Hentl y m m � t PenettometerlTSFl Z � � r �Description Of Material ,� �' - - -S - - -❑ X�Undreined Shem Sbenpth ' E E � p �y P�L% L.l.% ,IKSFI a a a 0 20 60 80 0 2 6 6 N N � Surfaca Elevetion: Scale: 40(nch Scale: 4/inch Driller reported 10" CLAYEY TOPSOIL = ' 1/SS SILTY CLAY - trace to some;;sand,-`t�ace o gravel - stiff - brown �CL) (possi6le filq ; CLAYEY SILT • some sand •,trace gravel - ' 2/SS very stiff to hard - brown (CL-MLI � O : 5 �fl 3/SS / � ' i � : 47SS � io �ii � � i ' � i ' � ' .�. , : N , t 5/SS ' 'CLAYEY SILT - some sand - tracegravel - � ii � 15 stiff - gray (CL-MLI '� i 6/SS �� FINE TO MEDIUM SAND - trace to some Y � Zo silt & gravel - medium dense -wet- brown I ISM-SP� I t 1 7/SS � 25 END�OF BORING 25' ., ; ' NOTES: 11 Shelby tube pushed 1'-3' & 3'-5' in adjacent borehole offset 2' 192% & � ..' 100% Recovery�. 2) Borehole & adjacent 6orehole backfilled . with bentonite chips to 5' each. . �� 3) Borehole caved @ ground surtace. ' Driller augered to 5' & backfilled with � bentonite chips. *•Cave-in @ 18'. ', Weather: Partly Cloudy, 35°. Note: The.stratification lines,indicated herein are approximate; Irrsitu tlie transition�:between soif types may be�gredual � � - . l'YYL'/ Water Level Observa[ion Boring��Started 'I�-2,¢-9]� Drawn By: SW Approved: 1$� whiladrilling goringCompleted: 1-24-97 off�ce: Indiana� .E�ie: .16509 Dfy** etcompletion � - � , ' @ hrs. after R�9� CME-7bO (ATV) Foreman: M. ROSe comPiecion �„NOte: Boring backfilled'with soil unless otherwise noted. 1 �.l]• ' �'Tr-y., • ��P�� S "1• � . ' � , ,•ers,P�oiaoc"a> 16509 Boringiog � cGent: ` ' B-105 �� 8rownin Da Mullins, & Dierdorf,'Inc. sneac: � r Number. 9% y' . �.ofi. 1 i tProjectr , Location: � • Engineenng & Teslfng Carmel Clay, Library Carmel, Indiana Sm�ces, i�c. � _ PCF Indicates Sample Dry Unit Weigh[ im � 'N' Blows Per Foot O Unwnlined Compiessive m m Pounds Per Cubic Foot a Stmnpth ITSFI n � � �Celibreted Hand � � 0 Neturel Maisture Comant t � > m r Penatrometar ITSFI o `-" m b N Z � � z Description Of Material � �" - - -� - - -� XUndrained Shear Streneth � m .m m � � P.L.% L.L.% IKSFI E m � � � 0 20 40 80 0 2 4 6 y N � Surfece Elevation:� Scelc �40/inch Scele: 4/inch , Driller reported 10" CLAYEY TOPSOIL — 1/SS SILTY CLAY FILL - trace sand & organics - � trace to some gravel - stiff - dark brown ,' ' ICL) Ifilq 2/SS CLAYEY SILT - some sand - trace gravel - i : 5 stiff • brown ICL-ML) ; ; ; � : ` � : 1 � : 3/SS + b ! ', 4/SS SANDY SILT - trece clay • with occasional �o fine sand seams - medium dense • moist - gray (MU ' ' 5/SS CLAYEY SILT - some sand - trace gravel - ' 15 stiff to very stiff - gray (CL-MLI ' 6/SS zo 1 7/SS � ' 25 END OF BORING 25' NOTES: � 1) Shelby tube pushed 3'-5' & 6'-8' in �' adjacent�borehole offset 3' 192°h & 100% Fiecovery, respectively�. 2) Borehole & adjacent borehole backfilled ' with bentonite chips to 9' to 7' respecti"vely. ' '•Cave-in @ 9'. �Weather. Partly Cioudy, 30°. ' Note: Theystratification'lines indicated herein are approximate; In-situ the transition between soil types may be gredual Water Level Observetion ao��9 scerted: 1 23-97 Drawn By: $W Approved: �2� while drilling eoring Complated: 1-2$-97 Office: Ifld18f18 F�ia: 16509 ' � 8��1'IZ"' et completion R�s: CME-750 (AT�V) Foraman: M. R050 3� . @ 8 .hra..etter compiecion Note: Boring backfilled with soil unless otherwise noted. ' ETS Project A:. IG5O9 Boring Log � , Client: B_106 �� Browning, Day, Mullins, & Dierdorf, Inc. snaec: 1 of � Number Project: Locetion: . Engineering & Tesfing ' Carmel Clay Library ' Carmel, Indiana Sernces, Inc. PCF Indicates Semple Dry Unit Weight in � 'N' Blows Per Faot �Unconfined Compreesive � m m Pounds Per Cubic Foot o Screnpch ITSFl a ' U a �Calibmted Hand t m > m E � Netuml Moismre Comm�t penetrameter�TSF) v T C N m .`_. VI z ° 'o � Description Of Material m � —� —� �/.UndrainedShamStrenpth m a m a 'm P.L.% L.L.% IKSF) ' E E � o m o zo ao so 0 2 a s m g y N Surfece Elevation: Scele: 40/inch Scele: 4finch Driller reported 10" CLAYEY TOPSOIL = ' 1/SS SILTY FINE TO MEDIUM SAND FILL • trace' : clay& gravel�- loose •�very moist - brown ISMI Ifi111 ' 2/SS CLAYEY SILT - some sand - trace to some '� ' 5 gravel - very stiff to medium - brown ; �� : ICL-ML) � : 3/SS � ' � : � i CLAYEY SILT - some sand - t�ace gravel - 4/SS very stiff to stiff - brown to gray below 14' � to (CL-ML) � ' 5/SS is ' 6/SS � ' zo 1 7/SS SANDY SILT • trace clay - with occasional Z5 und seams .-medium dense - slightly , maist - grey (ML) END OF BORING 25' NOTES: ' t) Shelby tube pushed 8'-70' in adjacent borehole offset 4' 167°h Recoveryl: Borehole backfilled with 8.5' & ' bentonite chips. 2) Borehole caved @ Bround surface. Driller augered to 5' & backfilled with , bentonite chips. ' '•Cave-in @ Surface. Weather: Partly Cloudy, 35°. Note:The stratificatiorcJines indicated herein are approximate; In-situ the transition 6etween soil types may be gradual � Water Level Observation Boring Sterted: 1-23-97 Drawn By: $W Approved: ��,y� � Dry whila drilling garinp Completed: •1-23-J7 Office: Ifld18f18 File: �65�9 Dry"; et completion ' @ hre._after Rig: CME-750 (ATV�' Foreman: M. ROSe complecion Note: Boring backfilled with soil unless otherwise noted. ' -I., � FW 'Sb . ' . ETS Pro�ect!Jt.�'I6�JO9� Boring�Log � C6entf . ... B'�O7 �� Number:, Browning, Day, Mullins, &,Dierdorf, II1C. Shee[: 'I of 1 -� °T� tProject� . Locetion: ZO' North, 20' East Encineerirg & iesfing Carmel Clay [ibrary Carmei, Indiena seMCes, i�c ' _ PCF Indicates�.Sam le Dr Unit Wei ht in � Q Uncontined Compressive m m p y g ' ��?N'IBlaws Per Foat Strenpth ITSFI a � Pounds Pei Cubic Foot �`o > "a (}�Calitirated Hand t � �, m �� Namml Moistun Coment penetrometer(TSF� O v-' � = V1 , m ° 'g � Description Of Material m °`- --o - - -'—' am X Undrained Shex Stren a m a m P�.L.% L.L.% IKSFI �E �E ¢ � � 0 20 40 80 0 2 4 B Surfece�Elevatiou: Scale: 40/inch Scale: 4/inch � ' Driller reported 8' CLAYEY TOPSOIL = 1/SS SILTY CLAY - some sand - trace gravel • � very stiff - browrt (CL) , ' ' CLAYEY SILT - some sand - trace grayel • � e.s+ 2/SS hard- brown mottled gray to brown 6elow s 6' ICL-MLI , 3/SS • 4.s. � � d.s+ ' 4/SS �� END OF BORING 10' , ' NOTES: 1) Borehole caved @ ground surface. Driller augered'to'5' & 6ackfilled with hentonite chips. ' � ' � r ' ••Cave"in @ Surface. WeatFier: Cloudy; 30°. t Note:`T,he stratificavon lines;indicated herein;are approximate; In-situ the transition between soil types may'be gradual Watar Level Obsarvation ' ' 8oring Started: �-2¢-97 � Drawn By: $W ApO�oved:�'hr9 pry wn�iea��u�n9 eo.��acomPieced: 1-24-97 - oft�ce: Indiana F�ie: 16509 � Dry"�' , at completio_n Rig: CME-750 (ATV)�� Foreman: M. ROSE �a1 hrs�.,after � � � comple[ion Note: Boring backfilletl with�soil�unless otherwise noted. , ' Client: ETS Project #:, IF)BO9 Borin Lo � ' Number: 9 B"�O$ �� Browning, Day, Mullins, & Dierdort, If1C. Sheet: 'I of 1 Project Location: Engineenrg�& Testing '� Carmel Clay Cibrary . Carmel, Indiana SeMres, i�c PCF Indicafes5emple Dry Uni[=�Weight in � "N' Blows PerFoot DUnconfined Compreenive . m d Pounds'Per Cubw Foot. � .o �SVenpth(TSF) � a o a e � � m E 0 Namrel MoianroLantmt' �Calibra[ed Hnnd � > Penetrometer��TSF� o " j .� N Z � O �' _ _ _• ' _ _❑ r Desc�iption Of Material m )(Undreinad8hearStrenpth m a �m a �� P.L.% L.C.% IKSFl ' W E �� O � 0 20 40 80 0 2 4 8 a N y Surfece�Elevation: Scale: 40/inch Scele: 4linch Driller reported 8" CLAYEY TORSOIL = 1/SS' SILTY CLAY - trace to some sand • trace '� � gravel & roots - stiff to medium - brown & �,, gray 1CL) � 2/SS � � . 5 � t i? 3/SS CLAYEY SILT - some sand+- trace gravel - , �very stitf-to fiard - brown �CL-ML) i ♦ 4/SS ' �� END OF BORING 10' ' NOTES: , 1) Borehole caved @ ground sur,face. Drilier augered to 5' & tiackfilled with bentonite chips. , ,. ' � 1 "•Cave-in @ Surface. ' Weacheri"Cloudy, 35°.. �-...y_ . .. � �� orawn B. �� YP may be gradual '. Nate: The stratification lines indicated hereirrare��approwmate, In-s�tu�,the>t�ansrtion 6etween soil.t es Water LevebObservation Boring Started: �-24-97{ y: $W ApProved: �y �ry whlle'driNing Boring Completed: 1-24-J7 Office: lOdierl8 :File: IGSOJ , � . .. �. . . . . .... ., Dry"" �at"completion Rig: !CME7SO:�IAT.T/) ��Foreman: M. ROSQ �I � @ :hrs:;after; compietion Note: Boring backfilled with soil unless otherwise:noted. _ ' ' - - --� - - � � eTS v�oie�� x_ 16509 eor�oe eo9 qient: . . ._ . � B'��9 �� Y Number: . Browrnng, 'Da Mullins, & Dierdorf, Inc. sneec: 1 af 1 ' 20' south �� Project: Location: E & Tes6 Carmel Glay Library Carmel, Indiana SeMCes, mc. 1 _ PCF Indica[es Sample Dry Unit Weigh[ in � "N';Blaws Per Foot �Unconfined Compreesive m m Pounds�Per Cubic Foot o Strenpth (TSFI 6 U a (�Cali6reted Hend � y �, m ' �NaNrN Moismro Contm[ pmeVOmeter(TSFI O `-" m = N � � ' z � � Descri tion Of,Material � � -0 -� XUndreinedShaerSVenath m a m a p �^ m P.L.% LL% (KSFI E E ¢ o � 0 2o ao eo o z 4 e a m g N N Surfece Elevetion: Scale: 40/inch Scele: 4/inch ' Driller reported-8" CLAYEY TOPSOIL — ' 1/SS CLAYEY SILT - and sand - trace gravel - 'a very stiff - brown (CL-MC) � ^ , 2/SS I s " � ' 3ISS MEDIUM TO COARSE SAND - trace to , some silt & gravel - medium dense - wet - � brown ISM-SP1 � ' 4lSS / CLAYEY SILT - some sand - trece gravel - , �� very stiff • gray (CL-MU END OF BORING 10' , t NOTES: 11 Borehole backfilled with bentonite chips above cave depth of 7'. � � ' � ' � ••Cave-in @ 7`. 'Weather. Cloudy/Rain, 35°. , Notei The`��stretificatian lines indicated herein are approximate; In-situ the transition between soil types may be gredual WaterLevelObservation BoringSterted: �-L4-J7 Drawn�By: SW Approved: -'-/(wD �j' � while drilling Boring Completed: 1-Z4-J7� Offica: Illdl8fl8 File: �srJ09 ' 7"" et completion Rig: CME-750 (AN) Foremen: M. ROSB @ hrs.aher� completion Note: Boring backfilled with soil unless otherwise noted. , ETS Project#: �I6bO9 Boring Log � a Client: B_.� 10 �� .Browning, Day, Muliins, & Dierdorf, IfIC. Sheet: 'I of � Number. Project: Locatian: �0' North, 20' Eeat Engir�ee�ing & Tatirg � • Cartnel Clay Library Cartnel, Indiana 5er�ces, i�c Uncanfined Com raasive � PCF Indica[es Semple Dry Unit Weigh[ in � 'N' Blowc Per Foot 0 P m m Pounds Per Cubic Faot o Svenpth ITSFI � � � � �Celibra[ed Hend e m > m E ' �Neturel Moipun Canbnt m � Penetrameter(TSF� z ° � � Descri tion Of Material N o- - - -� - - -� � m m � p . m X Undreined Sheer StrenQ[h ¢ m m P.L.% l.L.% IKSF) E � o � 0 2o ao so o z a e N N Surface Elevation: Scale: 40/inch Scale: 4(nch Driller reported 8" CLAYEY TOPSOIL — ' 7/SS SILTY CLAY - trace to some sand -trace '� gravel - with.large rootencountered @'3' (, to 5'- very stiff to medium - brown (CL) � 2/SS � ' 5 � i : 3/SS CLAYEY SILT - some sand.- trace gravel - ' very stiff to stiff - brown ICL-MU ; i i � ; 4/SS , �� END OF BORING 10' ' NOTES: � 7) Borehole caved @ ground surface. Driller augered to 5' & backfilled.with bentonite chips. , 1 1 ' t ••Cave-in @ Surface. � Weather. Cloudy, 35°. Note:The stratification lines indicated herein a�e approximate; In-situ the transition between soil types may be�pradual ' , Water Level Observation Boring Steited:� 1-24-J7 - Drswn By: $W Approved:, �� . �ry while drilling Boring Campleted: 1-Z4-JZ on�oe: Indiana File: �� 165�9 " � Dry�� et completian - � ' Ri9: CME=750 IATV) Foreman: M. Rose � @ hrs..after � completion Note: �Boring backfilled�with:�.soil.unless.,otherwise noted. ' ' ETS Projacb 11: IF)�JO9 Baring Log B_,� ,� ,� - Client: �� Browning, Day, Mullins, &.Dierdorf, Inc. sneer. � of � Number. t Project: location: 5' Norffi, 70' West ' �� & iesGng Cartnel Clay Library Carrtmel, Indiana �� ' _ PCP Indicete5 58mp18�ry Unit Weigh[ in � 'N' Blows Per Foot �Unconfined Compreesive m m Pounds Per Cubic Foo[ o Strenpth ITSq > c � �Celi6re[ed Hand m � m E �Natuml Moisturo Conbm t m � Penetrometx(TSFl o � m � N Z � o r Description Of Material � � -� -� )CUndrdnedShevStrenpth , m m m a � P.L.% L.L.% IKSFl E � � 0 � 0 20 40 BO 0 2 4 8 m N � Surfeca Elevation: Scale: 40/inch Scale: 4lnch ' Driller reported 8"'CLAYEY TOPSOIL — ` 1/SS SANDY GLAY - some silt - trace gravel - � ' medium - hrown (CL) �� , CLAYEY SILT - some sand - trace gravel - 2lSS very stiff to stiff - brown (CL-MLI � 5 ' i ' 3/SS 8 � ; .: � SILTY CLAY - trace sand & gravel - stiff - ;�b ; ' 4/SS brown mottled gray (CLI �� END OF BORING 10' , ' NOTES: 1� Borehole caved @„ground surface. Driller augered to 5' & backfilled with bentonite chips. ' , � 1 ' , ••Cave-in @ Surface. Weather: Cloudy, 35°. , Note: The stratitication lines indicated herein are approximate; In-situ the�trensition between soil types may be gredual Water Level 06servation eoring Sterted: 1-24-97 Drawn By: $W Approved: Eryp �ry while drilling Boring Completed: 1-24-97 Office: IfId18118 File: �6509 , Dry'"�� et completion Rip: �."ME-75� (AN) Foreman: M. ROSO @ hrs. after compiecion Note: Boring backfilled with soil unless otherwise noted. 1 • i t@Si � BO�ING N�. ! boring record s„s.,' a� _, �CT Carmei �ion Scnoo: i.odi::on - PROJECT NO:�� =3o7c DATE STARTED 6-4-90 1TIpN Carmel. !N . BORING METHOD HSA DATE COMPLETED 6-d-90 ��7 ?vere;: i. °_rown Comvany RIG TYPE ATV. GASING DIA. N!A CDf� SIZE N/F yq7�p� NR � STATION N/A NO.SAMP�ES 3 DISTURBED 5 UNDIST 0 CORE p A: 80RING DEPTH 8.0' OFFSET �;p wATEF LEVEL-FIRST p�y COMPL°TION p�� qHFL . , ��L O y. ' p. � At1BfDBlQ I = E � e.�, � : m n .. � }^ Limitc om . o� . ^ Soils/�7fltenai DesCriotion Q _I�: " ° o o { - = ,c N � ie r v � ar o � _ c � . . . � ' 3 c - C _ . - � G T 6 ^ ¢ ^� p a � Q O =� d `" LL PL I PI EV� I v, I�' � °�� C � �: ' �roosoid � ` I CL-ML, Clayey Silt, soma sand. Trace 4 � � 5,7 SS-1 100 � 3,2 12.8 gravel; vary stiff, (SEE NOTE 1l 3,0 J Cl, Silty Clav, trace to sane sand�. ' � trace gravel, stitf to vary stift�, 6�7 SS-2 100 1.75 22.7 �moist, brown . . . ' � ' � 3?5 55-3 100 � 2.7 19.5 B.T�,H. 8.0�' t0 � ' � �NOi� 1 : slightly moist, brown 1� .1 1 � i I ' I 1� I � ' � I � , � IJ � � I , � 1 ' . � � � i -� � FemarKs 'Caved in to 5.5' � .'Dri'_:er: _. :onnson________ Nelo>r, =_�ni':ioe test �'"� "o. ? boring record � �t� o� = pR0.1ECT Garmei Htan �cnooi Aoait�on PROJEGT NO. 1367a DATE STARTED 6-a-90 l.Of.AT10N Carme'.. IN . BOR�NG METHOD HSh DATE COMPIETED 5-4-90 , ��p.(T Evere2; ;. ?rown Ca�pany RIG TYPE ATV CASING DIA. N�A CJRE SI� N'A' �yp7�pn NR STATION N/A NO.SAMPLES 3 DISTURBED 3 UNDIST 0 CORE 0 � ' FINAL BORING;DEPTH 8.0' OFFSET N�q WATEF LEVEL-FIRST p�Y COMPLETION p�� ,HiL ., _ E = z,� � ' Q ? � _) AttefDerQ ' � v 6� L v ¢ .. J � T y. ` SoiISRJ�e7erial Gescription - ' L = 3 c � ° � {, v � v �. x� >e G Limits a? � `� � a = O _ 6 � d ` a I�n ? V� a C, ro v' a V C "IC V s - r LL I PL PI v. �I c: . I C ` TO05011 �'•'� ' ML, Clavev Silt, crace saM. stiff, 4}5 SS-1 100 1 .5� 21.2 moist, brown � 3 5 SC, .Clayey SanO. crece 9ravel, 7a7 SS-2 ',100 10.9 ' 5 metlium dense, moist, brown 5.5 CL. Silty Clay, trace to� some sand, � � trace gravel, �stif�f�, moist, brown � 6 5.5 SS-3 100 � 1.25 ' B.T.H. 8.0' 10 ' ' 15 I � ' � I � � � ' � - 1 ' � � ' � � � ' � � _i � i � I RemarKS +Caved in to 6.0' —� Dri:1=" '. Jonnsor. `+?tpe�; c ah;,' ine - - . ; ivSt �� "o. ' boring record s�,e.,' a� — C'f Carmei Nion Scnool hooi.ion � PROJEC7 NO.. ;367c DATE STARTED 6-a-90 LpCAT10N Carmel. IN . BOFiING METHOD NSA DATE COMPLETED 6-d-90 Ep(r Everec: i. �5rown ComDany RIG TYPE AN� CASING DIA._N/h COF{ESIZE N/F �yq7�p�,� NR STRTION N!A NO.SAAIPLES S DI57UR8ED 3 UNDI57 0 CORE p FINAL BORING DEPTH 8•4� OFFSET, y�p WATEF IEVEI-FIRST Ory GOMPLETIDN prv 23 HR • � _ = � o � v r _ _ ^ �� _ Atterberp E': _°¢ �' `. e c >� =I Umits =c o 6 0 Soils/Materiel Description � _ �c _ ; � E _° o a` � � !^ °� � = n °�=' o � ' a " � p m m p _ s - u " O - o -- _ -�I �� I PL PI �: I v. y N m L� s �- m v � i 0 L — Topsoil ,0.5 I CL-Ml., Clavev Silt, crace to sane 657 SS-L, 100 9.4 ' � sand, trece gravel, (SEE NOTE 1) 3.0- CL-Ml, Clavey Silt, some santl. crace gravel, very stiff, moist, brown 768 SS-2.�.. 100 3.2 9.8 5 , � 657 SS-3.. 100 . 2 2 il i � � B.T.H. 8.0' , NOTE 1 : siift, moist; brown, with :occasional rock tragmen[s 15 (possible fill) � � � I � � � J � � � • � � 7 i � i � -i J i Re�rKS I I *Caved in to 5.5' ' t@Si 0 �'"� "o. ° boring record sna.t' o�.! pRp,IECT Garme; Mian Scnooi Aoci:ion PROJECT�NO. �=367G DATE STARTED 6-4-90 Q LOC,ATION Carmel, 1N . BORING METMOD HSh DA7E COMPLETED 6-4-90 ��Q.(7 E�ere;: I. 6rown Company � RIG TYPE ATV CASING DIA. N/H CO4� SIZF NiA FI FVATION NR STFTION N/A NO.SAMPLES 3 DISTURBED 3 UNDIST 0 CORE p � Q FINAL BORING DE�TFi 8•0� OFFS�7 �iF WATEF L�VEL-FIRSTDry COMOL�TION Dry 24 HR• � O O y`. .. T � 4 NtSBfGOfQ = E % c- �- .� Q s� .. o � ^I Limlts _�m � o c � � `- Soils/Matenel Descriotion � _ c = 3 v E ° u { � _ � � � � „ � v e=� � s. - � ' _ p a a o _ � = u� " �' < C I LL �PL I PI vr ^ ct G N m c; ¢ C to (!1 C � ' �I •` � I � ` �Toosoil . •5 � ` �CL. Siltv Clav, trace io�sane sanC, 4 - 5t5 S-1 100 � 1 J5 18.6 �[race gravel, siiff, moisc. brorn a ,� 5.5 S-2: 100 1 .75 21 .9 5 � ' '; 3?3 S-3 100 � 1 .0 2a.1 � � B:T.H. 8.0' � I " 70 � ' 7 i . 15 � 3 , � . � . _ `�` � 1 � � , � -, � � � I _� I I � I ' � I i IFemarKS �Caved in to 5.5' � � � ' test �� "o. 5 boring record �t— o� — !}67c DA7E STnRTEO 6-4-90 Cf� Carmei hion Scnooi Aoo::;on PROJECT -NO. . 6_4-90 '�L�CATION Carmel. IN . BORING METMOD HSA DATE COMPLETED Evere:t I. 9rown �anoany RIG TYPE .RTV CASING DIA.,N/A C`JRESIZE N�A IEM � �AT�� Nq S7�AT�ON N�A NO.SAMPlES 5 .DISTURBED 3 UNDIST 0 :ORE 0 INAL 6ORING DE�TH 8.�' OFF�SET �;p WATER �EVEL-FIRS7 7,5' GOMPLE710N p�y Z1 HR + Atternerp _ E � a_ i ^ �. °_ > >.. ?' _ _ ,. e-c = ? a� �, � . _ = Limlte �P • o c _ Soils/�dateriel Descrio��on� a�G'm a o � 6 ° � � C : ^ '" p � � d � �L' � - - I = a ` _ . c _ - m _ LL I PL PI Iw^� v: d fn D N o C tp tf. � I . 0 L To soil 5 I CL, Silty Clay. trace sand. .race 555 SS-1. 100 �9 � ravel, 52ift moist; (SEE NO1E 1J 3 0 . . ICL, Siltv Clav. troca to sane sand, 7�7 55-2��. 100 1 .0 25.2 I5 7 trace gravel, stift. moist, brown . �CL-MF L.C1aYev Sil_t, some sana, [roce z2Z � SS-i 100 � 0 25 2 I � ravel 5of.[ verv molst brown � B.T.H. 8.0' I 0 NOTE 1 : brown (possible ti111 � _ 15 I . I I � � � � � � I . I � I I � ( � � I � � � I � � � � . � � ' Remarks •Caved in to 5.5' teSi - ' �'"� "o. ' boring record - . .. _ 3heet�ol ! , . �C7� i:acmei- hian Scnooi Aatli�tibn � PROJECT��NO�. � �=��0�4 DATE STnRTED 6-4-90 TION' Carmel. IN� .. . BORING METMOD. N�SA DATE COMPLETED b-4-90 �7 Evere:t I. Brovn Canoany R�G TYPE A7V �C:.SING DIA. N!a C'JR£ Sil� N/A yq7�pry NR ST.ALION N/A NO.SAMPlES '3 DISTURBED 3 UNDIST 0 CORE 0 AL.BORING DEPTH 8•0' OFFSE7 �;iq WATER LEVEL�-FIRS7 d.0' COMPL°_TION pry 24 HR * - v o ' ` '� Atteroerp � v v ` ' _ _ a . ° % r-c � a� m .� - ^I Limite cm •lo _ ° � s ¢ o, c > � c . tc .'' �. u ° i _ ° Soils/Meierial Description m Q ,m a o c ¢ ° o f C v� ^ v o -- c L^ a - - � y `�I LL PL PI �. �� v y N � N m ;.. t0 N � m .- TO SOil 'S , 556 SS-1 100 .,22.9 .' - CL Si�'ltY ClaY. trece to some sand. � ' , trace gravel, stiff to sot.t, slightl �353 SS-2 100 �0.2 23.6 � 5 moist to very moisL brown and gray. . , I [o brown .afte�r 3.0' � ' �_ 3?4 SS-3 100 � �0.5 19.8� . B.T.H. 8.0' I 7 i t l � �'� , � � I I ' I � � � I � I � � � � � I- i � i Re�rks I ��;jCaved in to '4.5'�� . � _ test ' BURING N0. 8 boring record ,- �t— o� = ' PROJEC7 :.acme� n;on ��cnooi Aoaition pROJECT N0. '367s DATE STARTED 6�-4-90 LOC.ATION Carmel, :N . BORING METHOD HSA DATE COMPLETED fi-4-90 _ CLIENT `-�ere:: i. Srown Canoany RIG TYPE ATV CASING DIF.,N/A CORE�SIZE N/H ' � E1.EVATION NR SSA710N N/A NO:SAMPLES 3 DISTURBED 3 UNDIST 0 GORE 0 , '�� FINAL BORING'DEPTH s•�� 'OFFSET ,;�p WqTEF LE�VEL-FIRST Dry COMoLETION p�y Zq HR + ,� i _ � o � �,� „ d AtterDerp I E��' 6 Q� ,�., 4 , C - � .. = - _I Limlts �a. , a 4 ^ c Soils/Meterial Description a = ��_ �3 � E o � o �`� ,'� _ Q H � � T �� ¢'L° ' �:� ' � ¢ 4' o - s - .c " .-. �c = ^+ °' y ° y'L c. �° y C s C vI.LL PL PI Ir:^�I� u. Toosoil 0`�� ' CL. Siltv Clav, [race. to some sanC. 5 trace gravel; very stifY,(SEE NOTE 1 3,p 6 6 SS-1 100 ? 0 9� 5 '��CL-ML, Clavey Silt, some sand, trace 6 6 SS-2 100� 1 10 4 5 J gravel, stitf to vecy stiff, moist, • � brown, with occasional thin sand , , seams atter 6.5' 759 '.SS'-3 100 � 1 I B.T.H. 8.0' . 1C � ' � 15 �� '. NOTF 1 : moist, brown (possible fi117 �— J I � I � � � � 1 � ' � � ► � � , � , , � , J i � i i i � i � I � 1 Femerks -•Cavetl in to 5.7' ' " f2Si �'"� "o. 9 boring record s�,,,.,� o� = s � L1 �armei �ion xnooi �aaicion PROJECT N0. !3o7a DATE STARTED 6-a-90 IOCATION Carmel, in BORING METHOD HSA DATE COMPLETED 6-4-90 �p�7 Everec: I. 6rown Comoany �RIG TYPE FTV C?.SING DIA. NiA CJfL� SIZE N!F �yqT10N NR STATION ti/A NO.SAMPLES 3 OtSTURBED 3 UNDIST 0 CORE p FINAL BORING DEPTH 8.0' OFFSE? �„q WATEF LEVEI-�IRST Dry COMPLETIONp�y �,� HR . � E =I � ° � � e ? _ _ � � '. I _ � AtterOerp - I -' c L � - m � ?=I Llmnc __ o�o c Soils/Material Descriotion Q _I�?= 3 _ _ o o � C v. G '" = � T `_ a � ^�?- ` � C I � ` o — a _ — `� I m v.� ?Ic� c _ m ¢. m V vlV � CvILL PLI PI e- I� v. I \TOO5011 _ � � �= I I CL. Silty Clay, trace to some sand, qa6 SS-1 100 /2.0 20.3 ' trace aravel, meaium (SEE NOTE .1,1 3.0 a ICL, Silty Clay, trace sand. [race i 3 � 5.6 SS-2• 100 1.7 . 25.0 5 � gravel. stift to medium stift, moist i , , I ;o very moist. brown � . II 7�7 10 � 0 7 7 � � B.T.H, 8.0' i I I ' ' NOTE i : stiff, moist. brown and gray � 15 (possible filll I � �' � I � y � i I � 1 � � + � � � . � � � � � I - I � � � � � i � i � i � � I 1 i emerks "Caved in to 5.8' - ��. :� test , ao�'"U "o. '—° boring record �,— o� — ' pRp,1EC7 (.arme: Nian�SCnooi �atliciod PROJECT NO. I367< DATE STARTED 6-a-90 LOGATION Carmei. In . BORING 1.1ETMOD HS� DATE COMPLETED 6-a-90 ��p�7 Evere:c '_. 9rown Lanoany RIG TYPE AT\� GRSING DiA.,Ni/. COR£ SIZE �/A FI Fyq7�p� NR S7ATION r..,. NO.SAMPLES 3 DISTURBED 3 UNDIST 0 GORE G � ' FINAL BORING DFp'FH g,0' OFFSET N;q� WATEF�� LEVEL-FIRST p�� COM�LETION p�Y pq HR * ASlefDefp _ E � �c� V a' n .. � .. � r Y CI Limits =c olo c. .c I ' r Soils/Meferiel Description ` °' c ° � a'- ^ ✓ � '" =' � - � u ° �- ° � - � Q . � = c _° �' c _ a ` � - O _ - o - C �-I LL I PL PI v c: � u f� � c; c ,< <o v' _ ! - �TO05011 Q'S , � I '� JCL-ML•, Clavey Si1t, some sand, trace �J 5.7, S-1 100 4,5+ 8.7 �gnavel: very sti�fi, slightly moist • I to moisc, orown ' 7?9 S-2 100 2.0 10.6 I 5 � I 7.0 i4 ' I (SEE NOTE i) � 7.17 S-3 100 . - � 9.T.H. 8.0' . 10 ' 15 �NOTE 1 : SM-SP, Fine �to Medium Sand, , trace gravel, metlium dense. wet, brown ' � � � I �� , � � � � i 1 7 I � i ', � i � � ' i � i � l ' 1 ' � ] i � J - I I � RemarKS ��Caved in to 5.6' ' , � ' � . , UNCONFI�IED.CQMPRESSION STRENGTH Project: Carmel Clay Library Date Tested: 1-29-1997 CGent: Browning, bay, Mullins &,Dieidorf �, Project No.: I6509 � Soil Description: Silty Clay'(CL) J Tested By: DT � Boring#i B-102 Sample No.: ST Reviewed By: CL ' Depth (ft): 3.5 (1,1) meters LAB NO.: Height: 5.6i inches �az.av mm Qp(ts�: 0.5 fo-2.� Diameter. 2.86 inches 7?.6� mm Wet Weight(g): 1121.7 Moisture Conten[: ?8.3% Saturation (%): 94.1 ' Load Cell CaGbration Ht.-DiameterRatio - �.95 Specific Gravity: 2.65 Pounds/mVolt 6.73 Dry Density: 92.3 pcf 1477.9 kg/m DEF. R- TRAN - ORRE TED AXIAL , READING MATION DUCER LOAD STRAIN AREA STRESS NUMBER (inJ READING (lbs) (%) '(in2) (ts� � 0 0.020 0.8 0.0 0.36 6.452 0.00 ' I :0:040 1.5 10.1 0.71 6.475 O.11 2 0:060 2A 13.5 L07 6.498 0.15 3 0.080� 2.4 16:! 1.43 6.522 0.18 4 0.120 3.1 20.9 ?.14 6.569 0.23 1 5 0:160 3.7 24:9 ?.85 6.617 0.27 6 0.200 4.1 27.6 3.57 6.666 0.30 7 0.?40 4.5 30.1 4�S 6.716 032 ' B 0.?80 4.8 32.3 4.99 6.766 0.34 9 0320 5.0 33.7 5.70 6.818 0.36 10 0.360� 5:2 35.0 6.4? 6.870 0.37 11 0.400 5.4 36.3 7.11 6�.9?? 0.38 ' 12 0.440 5.5 37.0 7.84 6.976 038 13 0.480 S.7 38.4 8.56 7.030 0.39 14 0.520 S.S 39.0 9:?7 7.086 ' 0.40 , IS 0.560 5.9 39.7 9.98 7�.142 0.40 16 0.600 5.9 39.7 10:70 7.199 0.40 17 0.640 6.0 40.4 11.41 7:257 0.40 18 0.680 6.0 40.4 l?.12 7.3I5 0.40 ' 19 0.720 6.1 41.1 1?.83 7.375 0.40 20 0.760 6.1 41.1 '13.55 7.436 0.40 Qu = 0.40 tsf 38.38 kPa Strain 9.98%a ' 0.45 ' 0.4 0.35 ' � `F 0.3 � ' W, 0.25 � O.2 '. ) N' � :, ¢ 1 �::: ' X 0.15 ¢ < 0.1 ' ` 1 ' I � 0.05 ' 1 o ' .': : ', / y �� ; ' 0 5 to 15 FAILURE AXIAL STRAIN (%) SKETCH , G:ICRAIG\65096102.XIS UNCONFINED COMPRESSION STRENGTH ' Project: Carmel Clay Library Date Tested: 1-29-1997 Client: Browning, Day , Mullins & Deirdorf Project No.: I6509 Soil Description: Silty Clay (CL) Tcsted By: DT , Boring 11: B103 Sample No.: ST Reviewed By:: CL Depth(ft): 4.5 (1.4) maters � LAB NO.: Height: 5.58 inches �a�.A6' mm ' ' Qp(ts�: lA to 1.75 Diameter: ?.87 inches 7?95 mm Wet Weight(g): 1198:7 Moisture.Content: at.z� Saturation (%): • 94.6 Load Cell Calibration HL-Diainete�Ratio.- t.9a Specitic'Gravity: 2:65 ' PoundslmVolt 6.73 Dry Density: 104".1 pcf 1667.L kg/m DEF R- TRAN - RRE TED AXIAL READING MATION DUCER LOAD STRAIN AREA STRESS ' ' N[JMBER (in.) READING pbsl (%) '(in=) (tsfj 0 0.020 1.8 0.0 0.36 6.50? 0.00 � �t 0�.040 3.9 -262 0.72 6.525 0�.29 ' 2 0:060 6.2 41.7 1.07 6.549� 0.46 3 0.080 83 55.9 1.43 6.57? 0.61� . 4 0.120 11? 75.4 ?.IS 6.621 0.82 5 0.160 11.9 BO.I 2.86 6.669 0.86 6� 0.?00 11:? 75.4 3.58 6.7I9 0.81 7 0.?40 9.9 66.6 4.30 6.769 0.71 8 0?SO 9 0.320 ' 10� 0360 . - � li 0.400 12 0.440 ' I3 0.480 la 0.520 IS 0.560 16 0.600 ' l7 0.640 l8 � � � 0.680 . l9 OJ20 t ?0 0.760 Qu = 0.86 tsf 83.79 kPa Strain 2.86% o.s ' a.s ' o.r : � ._�: `.. ': __ . _ � 'G o.s ..� , � u�i 0.5 w 1 � � 0.4 J � a 0.3 ¢ ' < < 0.2 I 0.1 ( ( � , 0 t � � 0 t 2 3 4 5 FAILURE , AXIAL STRAW (%) SKETCH G:\CRAIG\6509B103.XIS ' `��:� A 1/ �V(�T�.�FA1 n.•i�,sl} , UNCONFINED COMPRESSION STRENGTH Project: Carmel Clay Library Date Tested: 1-29-1997 Client: Browning, Day , Mullins & Deirdorf Peoject No.: 16509 ' Soil Description: Clayey Silt (CL-ML) Tested By: DT Boring{t: B-104 Sample No.: ST Reviewed By: CL ' Depth (ft): 4 (1.2) meters LAB NO.: He�ghl: ' S.59 inchzs. 14L96 rt1IIl Qp(tsf�: lA co 2:5 Di:uneter: 2.a7 inches 7?.ao mm Wet Weight(g): 1343.7 Moisture Conten[: �?.6� Satura[ion (%): 99.9 ' Load Cell Calibration Ht.-Di:uneter Ratio - i.9s Specific Gravity: 2.7 Pounds/mVolt 6.73 Dry Density: 125.9 pcf 2017.l kg/m DEF R-� TR RRE TED AXIAL � READING MATION DUCER' LOAD STRAIN AREA STRESS NUNIBER (in.) READING phs) (°k) '(in2) (ts� 0 0.020 0.5 0.0, 0.36 6.474 0.00 � ' 1 0.040' 1.5 10.1 0:72 6.498 0.11 2 0.060 ?9 I9�.5 L07 6.521 0.2? ,3 0.080 4.9 33.0 1.43 6.545 036 . 4 0.1?0 10.0 67:3 ?.IS� 6.593 0.73 � 5 0.160 l53 10?:3 2.86 6.641 L11 6 0?00 18.8 1?6:5 3.58 6.691 1.36 7 0:?40 ?0.6 138:6 4.29 6.741 1.48 � 8 0.?80 ?0.7 I39!3 5.01 6J91 1.48 9 0.3?0 ?0.? 135.9 5.73 6.643 1.43 10 0.360 18.9 1?7.? 6.44 6.695 1.13 II 0.400 � 1? 0.4M10 13 0:380 14 0.5?0 � � � IS 0�:560 • 16 0.600 17 0.640 18 - 0.680 � 19 0.720 `20 0.760 Qu = 1.48 tsf 141.81 kPa Strain 4.29% � 1.6 S_.1 ' �.4 1.2 � : , � 1 N � ' N < � 0.8 N ° s Q 0.6 � 1 X i , r ¢ 0.4 � � , ' . 0.2 � : � .: : � , . . . � � p 2 4 6 8 FAILURE AXIAL STRAIN (%) SKETCH , c:�cRnic�esoveioa.x�.s UNCONFINED COMPRESSION STRENGTH ' Project: Carmel Clay Library Date Tested: 1-29-1997 Client: Browning, Day , Mullins & Deirdorf Project No.: I6509 Soil Description: Clayey Silt (CL-ML) Tested By: DT ' Boring H: B-105 Sample No.: ST Reviewed By: CL Dep[h (ft): 4.5 (1.4) meters , LAB NO.: Heighh " 5.6o inchzs �q2�� Qp(ts�: LS Diameter: z.a5 inches �y,�z � Wet Weight(g): 1238.8 Nloisture Content: �9i5% SaturaGon (%): 97.3 Load Cell Calibration Ht.-Diameter Ratio- i.95 Specific Gravity: " 2,7 , Pounds/mVolt 6.93 Dry Density: 109.3 pcf 1751.5 kg/m DEF R- TRAN CORRE TED AXIAL READING MATION DUCER LOAD STRAIN AREA STRESS ' NUbiBER (in.) READING (Ibs) (%) '(inZ) (ts� 0 0.020 l:? 0.0 0:36 6:461 p,pp � 1 0.040 2.4 16.2'� 0.71 6.484 0.18 ' 2 0.060 3.3 22.2 1.07 6:507 . O:ZS 3 0�.080 4.3 28,9 1.43 6.53I 032 4 0:120 6.2 � 41.7 2.14 6.579 O:yb . ' 5 0.160 7.7 51.8 2.86 6.627 0.56 , 6 0:?00 8.9 59:9 3.57 6.676 � 0.65 7 0.240 10.0 673 4.?9 6.726 . p.7? � S 0.280� 10.9 73.4� 5.00 6:777 0.78 �' 9 0.320 11.6 78.1 5J2 6.828 0.82 � !0 0.360 123 82.8 6.43 6:880 0.87 � �11 0.400 I2.7 85.5 7.14 6.933 p_g9 . 12 0.440 13.1 882 7.86 6.987 � 0:91 �13 0.480 13.1 BS:? 8.57 7.041 ,0.90 ' � 14 0.520 12.9 86.8 9.29 7.097 0.88 IS 0.560 12.6 84�.8 ]0:00 7.153 0.85 _ ' , 16 0.600 l7 0.640 IS 0.680 ' 19 0.720 ' 20 0.760 Qu = 0.91 uf 87:00 kPa Strain 7.86% � ' os �o.a - _ � o� ' � �s � 1 � � 05 C � � O4 ¢ '� 03 � 02 : � , 01 ' 0 . 0 2 , 4 . 6 8 10 12 FAII.URE � AXIAL STRAIN (%) SKETCH :UISOFFICE\EXCEL\Qd-010\lAB\6509IOSA.XIS ' u� �h�i�i i „x_.�C i � UNCONFINED COMPRESSION STRENGTH Eroject: Carmel Clay Library Date Tested: 1-29-1997 Client: Browning, Day , Mullins & Deirdorf Project No.: 16509 ' Soil Description: Clayey Silt(CL-ML) Tested By: DT Boring N: B-105 Sample No.: ST Reviewed By: CL ' Depth (ft): 7 (2.1) meters LAB NO.: He�ghL• 5.55 inches tat.02 mtn Qp(fs�: 2.0 D�ameter: 2.86 inches 72.59 mm Wet Weight(g): 1339.6 Moisture Content: i3.» Saturation (°k): 105.6 ' Load Cell Calibratiorr Ht.-D�ameter Rat�o - i.va Specific Gravity: 2.7 Pounds/mVolt 6.73 Dcy Density: 126.6 pcf 2027.8 kg/m DEF R- TRAN - RRE TED A � READING MATION DUCER LOAD STRAIN AREA STRESS NUMBER (in.) READING (lbs) (%a) '(in=) (ts� 0 0.020 0.6 0.0;: 036 6.438 0.00 � 1 0.040 1.4 9.4;: 0.72 6.462 O.tO 2 0.060 ?.3 15.5' 1.08 6.485 0.17 3 0.080 3.5 ?3.6a 1.44 6.509 0.26 4 0.120 6.3 J2.4' 2.16 6.557 0.47 � 5 0.160 9.2 61.9, ?.88 6.606 0.67 6 0:!00 i2:2 8?.1' 3.60 6.655 0.89 � 7 0240 149 100:3 4.32 6.705 LOB � 8 0:?80 17.4 t17.1 5.04 6.756 1.25 9 0.3?0 19.7 132.6 5.76 6.808 1.40 10 0.360 21�.7 146:0 6.48 6.860 L53 11 0.400 23.4 157.5 7.20 6.913 1.64 � - 12 0.440 24.9 167.6 � 7.93 6.967 1.73 (3 0.480 261 176.3 8.65 7.022 1.81 � 14 � 0.5?0 ?7.3 183.7 9.37 7.078 1.87 � � IS 0.560 28.3 � 190.5 10.09 7.135 l.9? l6 0.600 29.1 195.8 10.81 7.193 L96 17 0.640 29.9 201:2 11.53 7.251 2.00 18 0�.680 30.3 ?039 I?:?5 7.311 ?.01 � 19 0.720 29.5 198.5 12.97 7.3"11 1.94 20 0.760 Qu = 2.01 tsf 192.32 kPa Strain 12.25% ' 2.5 , >' ' z ..� 2 , � � y 1.5 ' y ; ; 1 w � .� ` t / a � \ ' , � � . o:s � ' E 0 � � 0 5 10 15 FAILURE AXIAL STRAIN (%) SKETCH ' :Vd50FFICE\EXCELIW-010\LAB\65091056.XLS i iiiii i i iiiiiii �, o� iii- � � o � �iiiii .� �. � � � } i i-i i i=��—� � � � � iii �� ii-ii �—��_� , � � � � � iii—iii %��% � � � 0 0:: ��ii o � � w �� - � aN'W�J N - /\j J � t0 . J I .Zi : \� Q r' _�� Z Z:'�� .:. //\\\ W � " ��' � ¢ � , /��/ � o � - � o ', �\�� z ` a o w ��\j� w o 0 `� Z / �/ L � , a z �\�\ w p `i'� Q w /��\ ¢ +qS °a� � Q U � //\�j\ � � a � N //\\/ p � O Z ` \/ � � � _ �/�\�. � ._ ° � �- o� �, ° .. _� � � / �j i � �—� � �—��,;,� �/`�/ � ° =o � 3 � �—��—� � �—� � �—II � � mE � v� ° � � �=I I I--� � � E 'c o - � u II—II � � O � •' � � O III wJ � m .. z�Z � 1'� ._ C N N IIIIIII � V � ° � .. � N oN � � o � � - ^ p 61 U O '� O II—II o0 aUJ � oU7 � t „I I I;� .� .� v � ~ � � a� � � � �� , w� �, 8 SECTION 00500 ' BID FORM CARMEL CLAY POBLIC LIBRARY � TO : CARMEL CLAY PIIBLIC LIHRARY ATTENTION: Joha Fucha, 8 DireCtor The undersigned Bidd'er hereby proposes to 'perform the following listed Work, in accordance with the Project Manual/Specifications � and Drawings, dated July 7, 1997 , and all Addenda and Revisions/ •Clarifications Letters issued prior to' the due date .of bids, for the a Lump Sum Amount stated below: . Addenda Received & Included: No: Dated No: Dated� � Revisions/Clarifications Letter Received/Iricluded: Dated Dated � Bid Decription Of Work Lump Sum Payment & TOTAL Item 6See Attached) Bid Amount . Perf. Bond BASE + BOND t #1 & 2 Earthwork/Utilities $ $ $ Foundation Concrete $ $ $ ' TOTAL ' Tota1 Base & Bond, in Words: ' #3 Structural Steel $ $ $ Total Base & Bond in Words ' Combination Bids ' Bidders may propose, combination bids of two or bid items so the Owner may or may not award contracts on the basis of the combination bids. , ' #_& . #_ . $ S S ', Tota1 Base & Bond in Words � & # $ $ $ ' Tota1 Base '& Bond in Words ' � 00500-1 � ' , sECTiox oosoo BID FORM ' CARMEL' CLAY PIIBLIG LIBRARY , BID PACRAGE I Bid Stem #1: Earthwork/Utilities t Bid Item #Z : Foundation Concrete Construction Work ' Bid Item #3 : Furnishing, Fabricating and Erecting Structural Steel t REFER TO SPECIFICATION BECTION 01010 - SII2�II�SARY OF WORR for a complete decription of each Bid Items and its associated scope. ' 1 i 1 1 1 . 1 NAME OF BIDDER• � ADDRESS• ' PHONE: FAX: gy; DATE: / /97 � PRINTED NAME• TITLE: ' 00500-2 ' ' � . . ,:. .: . . , . . � � Lorm No 961Reaua t98)1 � BID OF B (Convamop - . . (Atltlre55) 0 : FOR � PUBLIC WORKS PROJECTS a OF v i . � . s � r Filed , �9 ■ ■ Action taken � ■ ■ i` ■ � � ' ,.... .� ,,....,. ..v....,,,.:�,,. ...... . ........... � CONTRACTORS BID FOR PUBLIC WORKS �I. ■, � SECTION II PLAN AND EQUIPMENT QUESTIONNAIRE � I ■I . � 1. Eaplain your plan or layou� for performing proposed work. . 2. �II you intend�o sublet any por�ion o��he work, sta�e�he name antl a0tlress oi each subconiractor,equip- �� ment to be usetl by the subcoMrac�or, and whether you ezpec� to require a bontl. ' 3. Wha� equipment tlo you inlend lo use for Ihe proposed project? �� i 4. Have you made contracts oi received olfers for all materials within prices usetl in preparing your proposal? — ■� SECTION III CONTRACTOR'S FINANCIAL STATEMENT _� � � Attachmenl of bid0er's financial stalemenl is mandatory. Any bitl submilted withoul said financial stale- ment as required by stawte shall Ihereby be rendered invalid.The linancial sla�ement pmvided hereuntler lo Ihe � ' governing body awarding Ihe comract must be specilic enough in detail so Ihat_said governing body can make � , � a proper determinalion of the bidtler's capability br compleling Ihe projecl il awartletl. — �I � � SECTION IV OATH AND AFFIRMATION � I hereby alfirm under the penatlies of perjury thal the facls and information conlained in the bregoing bid br public works are Irue anC correct to Ihe besl ot my knowleAge antl beliel. � �� I r �� i'-�� Datetl at _._—._ — �his. — day of.. _ _._- ._.. .19 . INeme ol O�gamzauon) �' ey J , �Tnie ol Person S��gmng� . J , � . ACKNOWLEDGEMENT r t STATE OF ) � _ ) ss: � COUNTY OF ) � � , being duly sworn, deposes and says Ihat he is i ol the above and thauhe (Tiiin� INema ol Organizauon� � � answers�o Ihe queslions in ihe�oregoing questionnaires antl all s�a�emenls�herein coNained are�rue antl correG. . � � � Subscribed and sworn to before me this tlay of . 19__- . • Nolary PudiG . � My Commission Expires: I County ot Residence: � I r � � � � � , � ' SECTION 00510 AGREEMENTi CARMEL CLAY PIIBLIC LIHRARY � ' GENERAL A. Descriotion , 1. The Agreement shall be the "Construction Management edition, Standard Form of Agreement between Owner and Contractor, AIA Document A101/CMa, 1992 , a copy , of which can be purchased for $2 . 00 from the Architectural Center Bookstore, 47 S. Pennsylvania, Indianapolis, IN 46204; (317) 634-3871. tB. No Lien' Aareement t 1. Each Prime Contractor shall execute a No Lien Agreement at the time of Contract execution (See Attachment A) . 1 ' ' � IEND OF SECTION ' „ ' ' ' 00510-1 , � I ' , ' ' NO LIEN AGREEMENT This agreement �entered. into this day of 1994, by and between CARMEL CLAY PIIBLIC LISRARY, Owner, and � , Contractor: In consideration of one and oo/loo Dollars ($1. 00) and other ' valuable consideration pa'id by the Owner to the Contractor, the Contractor her-eby agrees to perform certain construction, repairs and rehabilitation work and .services on parts of and all together ' being more particularly described as follows: Parcel #1 ' Part of the East Half' of the Southwest Quarter of Section 30, Township 18 North, Range 4 East, Hamilton County, Indiana, more particularly descrikied. as fol'lows: ' Beginning at the Northwest corner of said Half Quarter Section, running thence East ,alorig the North line thereof 350 feet; thence' ' South parallel to. the West line. thereof, 746'...74 feet; thence West parallel to the North line thereof 350 feet to the West line of said Ha3f Quarter Section; thence North along' said West line 746.74 feet to the point of beginning. � Parcel #2 1 A part of. the West Half of the Southwest Quarter of Section 30, Township 18 North, Range 4 East more particularly described as follows: ' Begin 50 -feet West. `of the Northwest corner of the We$t Half of the Southwest Quarter of Section 30, ,Township 18 North, Range 4 East and run thence South' `2'64 feet; thence West 91.,33 feet; thence North , 264 feet; thence East 91. 33 feet to fhe place of beginning, in Hamilton County, .Indiana. � EXCEPTq �Part. of 'the' West Half of the Southwest Quarter of Section 30, Township 18 North, Range 4 East, located in Hamilton County, In3iana, .more part'icularly described as follows: � , . ATTACHMENT A-1 � � ' ' , , . 1 ' Beginning at a point which is 50 feet West and 264 . 0 feet South of ' the Northeast corner of said Half Quarter Section and running thence West 24. 0 feet; thence North 15. 0 feet; thence East 24 . 0 feet; thence South 15. 0 feet and to �the place of beginning. , Parcel #3 Part of the West half of the Southwest quarter of Section 30, , Township 18 North, Range '4 East, Hamilton County, Indiana, and more particularly described as follows: Commencing at the Northeast Corner of. said Half Quarter Section; ! thence South �00 degrees 20 minutes 17 seconds West (assumed bearing) 264.00_ feet along the East line of said Half ,,Quarter , Section;, thence North 89 8egrees 53 .minutes 40 seconds West 50. 00 feet parallel to the North line of said Half Quarter Section to the Northeast corner of the parent tract as recorded in Book 233 Page 231 in the Office of the Hamilton County Recorder and the Point of ' Beginning; thence South �00 degrees .20 minutes 17 seconds West 118. 00 feet along the East 1'ine of said parent tract; thence North 89 degrees 53 .minutes 40 seconds:West i83 .00 feet; thence South 00 t degrees 20 minutes 17 seconds. West'..146,.00 :feet to the South line of said parent tract; thence North 89' degrees 53 minutes 40 seconds West 86.33 feet along said Sout� line. to the Southwest corner of ' said parent tract; thence Nor.th 00' `degrees 20 minutes 17 seconds East 264 . 00 feet alonq the West line of said parent tract to the North line of said parent tracC; thence South 89 degrees 53 minutes 40 seconds East 269 . 33 feet along fhe North line .of said parent ' tract Eo the Point of 'Beginning and containing 1.019 acres more or less. Parcel �4 ' A par,t of the West half of the Southwest Quarter of Section 30, ' Township 18 North, Range 4 East, in Hamilton County, Indiana, bounded as. follows, to-wit: Begin 141. 33 feet West of the Northeast corner of said West half, ' run thence West 178 feet; thence South ' 264 feet; thence East 178 feet; thence North 264 feet to the place of beginning. upon the terms and conditions of the definite agreement between the ' Owner and Contractor executed. concurrently herewith. �, The Contractor also agrees to waive, and does hereby waive and relinquish all rights to a lien upon the. real estate hereinabove ' descrYbed and the buildings, repairs and improvement to be erected thereon in accordance with the terms of the contract and the contract of even date; and the Contractor expressly agrees that no ' lien shall attach to the real estate, building structure or any ATTACHMENT A-2 t 1 J ' ' other persons performing labor upon or furnishing materials and machinery for such property or improvements of� the Owner, and the said Contractor does hereby expressly waive all rights to any such , lien under the laws' of the State of Indiana for and on behalf of themselves and all other such persons furnishing labor and materials as aforesaid, -in any form or manner whatsoever for the erection, construction and completion of said rehabilitation of ' said dwelling house•' it is further agreed that this contract may be filed .and .recorded in the Recorder's Office of Hamilton County, Indiana, and thaf the filing and recording of same shall be , constructive notice of -its contents and of this waiver of said lien, to all parties 'or persons whomev�r including but not limited "to subcontractors, laborers, and material suppliers. Further, ' Contractor shall furnish an affidavit at fhe completion of the work that contents and conditions of fhis paragraph have been complied rc with, and shall furn'ish upon request such affidavit to the Owner ' before final payment is made hereunder. Further, upon request the Contractor shall post a visible notice on the property that conforms to the Indiana Statutes on "No Lien Contract" . , ' Contractor: � owner: ' CARMEL CLAY PUBLIC LIBRARY By: By: � Printed Printed � Title Title ' NOTARY FOR CONTRACTOR STATE •OF INDIANA) ) SS: ' COUNTY OF HAMILTON) Before me a Notary Public in and for this County and State, , appeared , and after � being duly sworn, subscribed his name to the above instrument on this day of , 19 � , My Commission Expires: Notary Public ' County bf Residence Printed ATTACHMENT A-3 , . 1 ' ' ' ' NOTARY FOR CARMEL' CLAY PIIBLIC LIBRARY ' STATE OF INDIANA) � ). SS: COUNTY OF HAMILTON) , Before me a Notary Public in and for this County and State, appeared , and after being duly sworn, ,: subscribed his name to the above. instrument on .this day of 19 ' My Commission Expires: ' Notary Public County of Residence: ' Printed ' ' ' . , ' �. ATTACHMENT A-4 ' ' ' '. - 1 BECTION 0071'0 ', GENERAL CONDITIONS CARMEL CLAY PIIBLIC LIHRARY � GENERAL , A. Descriotion 1. The General Conditions for this project are the , Construction Management Edition, General Conditions of the Contract for Construction, AIA Document A201/CMa, ,1992, a copy of which can be ' purchased for $4. 00Efrom the Architectural Center Bookstore, 47 S. Pennsylvania, Indianapolis, IN 46204'; (317) 634-3871. . ' ' END OF SECTION ' , . � � � ' ' ' ' ' 00710-1 ' ' SECTION oo'soo SIIPPLEMENTAL CONDITIONS CARMEL CLAY PIISLIC LIBRARY , 1. Unless otherwise provided in these Supplementary Conditions, all Work shall be bound and governed by the Terms of AIA Document ' A201/CMa, 1992 Edition, "General Conditions of the Contract for Construction", Construction Management Edition. The following Supplementary Conditions modify, delete from. and add to A201/CMa. ' When an article, . Paragraph, Subparagraph or Clause of A201/CMa is modified, deleted or added by these Supplementary Conditions, the unaltered 'provisions of that Article, Paragraph, Subparagraph or Clause will remain in effect. ' 2 . For the General .Conditions and Supplementary Conditions, substitute the words "Architect/Engineer" wherever the word "Architect" , appears. � ' P.RTICLE 1 - GENERAL PROVISIONS. 1. 1 BASIC DEFINITIONS ' Change Subparagraph 1.1.1 to read as follows: 1. 1. 1 The Contract Documents , In the first sentence after "Agreement between Owner and ,Contractor, " insert, "the Notice to� Bidders, the Instructions to Bidders, the Bid Form" . In the second sentence, delete "or (4) a written order for a ' minor change ia the worlc issued by the Architect" . Delete the last sentence in its entirefy. ' Delete Subparagraph 1.1.7, and substitute the following: 1. 1.7 The Project Manual ' Ttie Project Manual is the volume containing the Notice to Bidders, Instructions to Bidders, Bid Form, other sample bidding and contract forms, Conditions of the Contract (General, Supplementary and other ' Conditions) , and ttie Specifications. 1_.2 EXECUTION, CORRELATION AND INTENT ' In Subparagraph ;1.2 .3, add the following after the second sentence: ' Drawings of larqer scale shall have• precedence over those of smaller; figured. dimensions over scaled dimensions; and noted materials over graphic' indications. ' In general, mechanical and electrical drawings are diagrammatic and schemat'ic, and cannot indicate every offset, fitting, and accessory required to avoid a,ll conflict with other' trades. Contractor shall ' check drawings of other trades to verify spaces available and make reasonable modifications, as directed, without extra cost to the Owner; 00800-1 ' ' . SECTION 00800 " ' SIIPPLEMENTAL CONDITIONS CARMEL. CLAY PIIBLIC LIBRARY maintain headroom and other space requirements in all areas; and where ' such requirements appear inadequate, notify the Construction Manager before proceeding. Should the Drawings disagree in themselves or with the Specifications, , the better quality or greater quantity of work or materials shall be provicied, unless otherwise determined and/or approved by the ' Archit'ect/Engineer. Where a typical or representative detail is shown on the Drawings, this detail shall constitute the standard in workmanship and materials ' throughout corresponding parts of the Work and, and where necessary, the Contractor sha3l� adapt such detail for use in said corresponding parts of the Work, said adaption, however, shall be subject to the approval of ' the Architect/Engineer. Add Subparagraph 1.2 .6: Where reference to codes and standards of technica'1 associafions and ' organizations are made in the Contract Documents, the current edition of such codes and standards shall govern unless specific edition dates are ' included. " ARTICLE '2 - OWNER , 2.2 INFORMATION AND SERVICES REQUIRED OF THE OWNER Delete Subparagraph 2. 2 .1 , Delete Subparagraph 2. 2.5 and substitute the following: � 2 .2.5 The Contractor will be .furnished, free of charge, up to 2 copies of the Project Manuals and Drawings. Additional sets may be purchased ' from Construction Manager after award. � 2 .4 OWNER'S 'RZGHT TO CARRY OUT THE WORK 2.4 .1 In the first sentence, add a period ( . ) after "neglect with � diligence and promptness" and delete "the Owner may af,ter such seven-day period give the Contractor a second written to correct such deficiencies , within 'a second seven-day period. " In the second sentence, delete "If the Contractor within such second seven-day period after receipt ' of such second. notice" and add ^If the Contractor within the seven-day notice" . Delete the fourth sentence ' from subparagraph 2.4 . 1. � 1 00800-2 ' ' � tn f v(.4'!.e?.• , SECTION 00800 BIIPPLEMENTAL CONDZTIONS CARMEL CLAY PIIHLIC LIBRARY ' • ARTICLE 3 - CONTRACTOR 3 . 2 REVIEW OF CONTRACT DOCUMENTS AND FIELD CONDITIONS BY ' CONTRACTOR Add sentence to 5ubpara,graph 3 . 2. 1 ' Should the Drawings disagree in themselves or with the Specifications, the better quality .or greater quantity of work or materials shall be provided, unless otherwise determined and/or approved by the ' 'Architect/Engineer. 3:3 SUPERVISION AND: CONSTRUCTION PROCEDURES ' Zn Subparagraph 4.3.,1, add the following: Change the last phrase of the second sentence to read " . . . , sub7'ect to ' the overall coordination and/or approval of the Construction Manager as provided in Subparagraphs 4. 6. 3 and 4. 6.4. " ' "Additional provisions pertaining to coordination are included in Division 1, General Requiiements. " ' 3 .4 LABOR AND MATERIALS _ Add Subparagraph 3 .4. 3 ' Any employee of the Contractor or Subcontractors whom the Construction Manager or the Owner considers detrimental shall be removed promptly upon notification by the Construction Manager. ' 3 .5 WARRANTY • ' Amend this Section by adding Paragraphs 3 .5.2, 3 . 5.3 , and 3 .5.4 as f ol�lows: 3 . 5.2 The Contrac€or shall deliver to the Owner a signed affidavit ' stating that, to the best' of his/her knowTedge and belief, the Work has been constructed in accordance with the Contract Documents. If affidavit is required, the Construction. Manager and the Architect will , not. issue the Final Certificate for Payment until the affidavit has been delivered to the Owner. ' 3 .5.3 The' Contractor shall guarantee that a11 his/her Work will be free from defects of materials, equipment, and workmanship for two (2) years, unlesstoEherwise specified, after the date of Substantial Completion. ' 3 . 5.4 The Contractor further agrees that he will, at his/her own expenses, repair and replace all such defectiye work, and all other work ' �damaged the`reby, which -becomes defective during the term of the Guarantee-Warranty. Where guarantees or warranties are required, secure ''" them from Sub-Contractors and Suppliers addressed to and in favor of the 00800-3 '� ' . BECTION A0800 ' SIIPPLEMENTAL .CONDITIONS CARMEL CLA1C PIIBLIC LIBRARY Owner. Deliver copies of same to the Architect/Engineer, through the ' Construction 'Manager, upon completion of the Work. Delivery of said guarantees or warranties shall not relieve from any obligation assumed under any other provisions of the Contract. , 3 . 7 PERMITS, FEES AND NOTICES Change Subparagraph 3 .7.1 to read as follows: ' "Unless otherwise provided in the Contract Documents, the Construation Manager shall obtain, and the Owner shall pay for, bui�lding permits and ' special permits for permanent improvements. The Contractor shall secure and pay for all other permits (typical trade permits, etc. . . ) ,and governmental fees, licenses and inspections necessary for proper , execution and completion of the Work which are customarily secured after execution of tlie Contract and which are legally required at the time bids are received. " Add Subparagraph 3.7.5 the following: ' 3 .7.5 The Contractor shall give prior notice to utility companies, ' make all arrangements, pay for and provide all services necessary to - discontinue utilities or place same in service; Contractor shall advise/copy these notices to the Construction Manager for coordination ' purposes. 3 .9 SUPERINTENDENT Subparagraph 3.9. 1 is amended by adding the following sentence at the ' end of the subparagraph: • The Contractor's Superintendent shall be satisfactory to the , Construction Manager. The Contractor shall be obligated to maintain continuity in-superintending the Work and, if the Construction Manager ' has reasonable objection, shall not change the Superintendent, unTess the Superintendent ceases to be in 'the Contractor's employ. 3 . 10 CONTRACTOR'S CONSTRUCTION SCHEDULE , Delete present 3 . 10. 1 and add. the following paragraphs: 3 . 10. 1 The Contractor shall review the "Preliminary Schedule'� before the , award of his contract. He/she shall thoroughly familiarize him/herself with the preliminary schedule as it affects his Work and indicate in , writing prior to final execution of the contract ,agreement, his acceptance of the proposed schedule or changes required to implement his items of Work. A final schedule .will be • issued incorporating all of the mutually ' approved input by the Contractors and henceforth shall be, called the "Approved Construction Schedule. " This schedule will become a part of ' the Contract Documents, each Contractor, :Subcontractor and/or Material . 00800-4 ' 1 ' SECTION 00800 BIIPPLEMENTAL, CONDITIONB CARMEL CLAY PIIBLIC LIBRARY ' Supplier shall furnish suPficient labor forces, construction plant and equipment; and shall work such hours, including night shifts and overtime operations, as -may be necessary to insure the prosecution of ' the Work in accordance with the approved progress schedule. Should such operations cause any add'itional costs, expenses, l�iabilities or damages to the Owner or the Construction Manager or for the Owner or the ' Construct'ion Manager may be liable, the Contractor shall compensate the Owner and Construction Manager for and indemnify them against all such costs, expenses, liabil�-ities and damage, including incidental and consequential damages. • ' The Construction Manager„ with the consent of: the Owner, if they deem necessary, may direct the Contractor•;to work ouertime and if so directed ' Contractor shall work said overtime,.and provided that the Contractor is . not in default under any of the terms or provisions of this Agreement or of any of the other � Contract Documents, the Contractor will be ' reimbursed for such actual additional wages paid, if- any, at rates which have been approved by the ,Construction Manager and the Owner plus taxes imposed by •law on sucfi additional ;wages, plus wo 'rkmen's compensation insurance and levies on such additional wages if required to be paid by ' the Contractor. No Overhead and Profit rtill be allo�ed. I£, however, the progress of the Work or of the Project be delayed by , any faulb or neglect or act or failure to act o€ the Contractor or any of its officers, agents, servants, or employees, then the Contractor shall, in addition to . all ,of the other obligations imposed by this Agreement upon the Contractor in such cases, and at its own cost and ' expense,: work such �overtime .as may be necessary to make up for all time lost and to• avoid delay in the completion of the Work and of the Project: ' Should, the progress of 'the Work or of the Pr.oject be delayed by any fault or neglect or act 'or failure .to act of the Contractor or any of ' its officers,� agents, servants or� employees. so as to cause any additional ° cost, expense, • liability or damage to the Owner or Construction Manager or any damages or additional costs or expenses for which the Owner, Arahitect/Engineer or Construction Manager may or shall , become liable, the Contractor• shall and does hereby agree to compensate the Owner, Architect/.;Engineer_and Construction Manager for and indemnify them against a1T such 'wsts, expenses., damages and liability. , 3 . 10. 5 Delays and Extension of Time ' a. Should the progress, performance or completion of any portion or portions of"the whole of the Work contempla£ed in this Agreement be delayed as the result of flood, cyclone, hurricane, tornado, ear-thquake or other similar catastrophe; or as the result of Acts ' . of Go3, the- publ'ic enemy, Acts of the Government; or fires, epidemics, quarantine restrictions, strikes, freight, embargoes or otfier casualty for which the .eontraator is. not responsible; or on ' account of any act or omission of others engaged by the Owner and/or Construction Manager or on account of any act or omission of . 00800-5 ' . ' SECTION 0_0800 , BIIPPLEMENTAL CONDITIONB CARMEL 'CLAY PQBLIC LISRARY . the Owner and/or Construction Manager; "the time of completion of ' the portion or portions of the Work ,directly affected by such delay, shall upon request of �the Contractor, be extended by a period equivalent to the time lost thereby. Said period, shall be t as approved and certified by the Construction Manager and the owner. b. No extension of time shall be granted for delays on account of, or ' resulting from, weather conditions except for the catastrophic weather conditions mentioned in the preceding paragraph nor shall the Contractor. be granted an. extension of time for delays, resultinq , from interruptions to or suspensions of his work to enable other � Contractors to�perform their� work. c: Should the Contractor contend that he: is entitled to an extension ' of time 'for completion of any portion or portions of the work he shall; within forty-eight (48) .hours of the occurrence of the cause of the delay; notify the Construct'ion Manager, in writinq,: of his t contention setting forth (a) the cause for the delay, (b) a "description of the portion or portions of the work affected thereby and (c) all details pertinent thereto. A subsequent written ' application for the specific number of days extension of time requested shall be made by the Contractor to the Construction Manager within forty-eight (48') hours after cause for the delay has ' ceased to exist. d. It is a condition precedent to the consideration or prosecution of any claim for- an extension of time that the foregoing provision be ' strictly adhered to in each instance, and if the Contractor fails . to comply, he shall be deemed to have waived the claim. e. The Contractor agrees that; whether or not any delay shall be the ' basis for an eictension of .time, he shall have no claim against the Owner or Construction Manager for an increase in the Contract , price, nor a claim against the Owner or Construction Manager for a payment or allowance of • any kind for damage, loss or expense resulting from deTays nor shall Contractor have any claim for damage, loss or expense resulting from interruptions to, or , suspension of his work to enable 'other Contractors to perform� their work. The only remedy available to the Contractor shall be an extensiorn of time. ' 3 . 10. 6 Acceleration of Work If the . Consfruction Manager or Owner considers it necessary -for the ' Contractor or Subcontractor io cease work at a designated point at any time -for the orderly progress of the Work, each Contractor or Subcontractor, when directed;by the Construction Manager, shall transfer ' his men to such point or points •as directed, and execute such portions of his woik as required to enable ofhers to properly carry on their work wifhout delay. , 00800-6 1 , , ��.. .,'.wo.; �.- �4:'...:: .,• . , SECTION '0�08'00" SIIPPLEMENTAL �CONDITIONS :CARMEL CLAY PIIBLIC LIBRARY �:. +:r � , 3 . 10.� Contractor's� Responsibility for Promptness of Execution a. It is not incumbent upon the Construction Mana,ger, the Architect. or ' 'tha Owner to notify •the Contractoi .when to begin, to cease or resume work, not to give early notice of the rejection of faulty work, nor in any way to superintend so as to relieve the Contractor ' of responsibility or of any consequence of neglect or carelessness by him or his subordinates. All materials and labor shall be furnished at such ' time as shall be for the best interest of all Contractors concerned, to the end that the combined work of all may ' be properly and full completed in accordance with the approved schedule. ' b.. The Contractor shall complete the several portions and the whole of the Work at or before the time or times es'tablished by the approved schedule. '• � t c. Any employee of the: Contractor or his Subcontractors whom the Construction Manager or Owner�considers detrimental to the proper carrying out of the work is to be removed promptly on the request ' of the Construction Manager aricl/or Owner. 3 . 10.8 Construction ..Manager's Right to Terminate Contract Agreement ' and Complete the Work • In the event of any default by the Contractor, the Construction Manager, ' with the consent of the Owner, shall have.: the right to terminate the Contract Agreement after giving the Contractor seven (7) calendar days' written notice of� such termination: The Construction Manager may then take possess'ion of the Work, including all materials, tools and ' equipment and may compTete the Work by whatever method and means he may select. •-It .shall be considered a default by the Contractor whenever he shall: ' a. Be adjudicated a bankrupt, make an assignment for the benefit of his creditors, have a� receiver appointed for his assets, have a petition in reorganization, approved under Chapter X or ' XI of the Acts .of Congress relating to bankruptcy, or otherwise evidence his insolvency. In addition thereto, it shaTl be 'considered a default under this Section if the ' Contractor has an unresolved involuntary petition in bankruptcy or for seorqanization under Chapter X or Xi of the Acts of Congress relating, to bankruptcy or an unresolved ' application for a receiver of his assets or business pending more than` thirty days. However, b.efore such unresolved issues shall ;be' deemed to be defaults, the Contractor must have failed to have such questions resolved within seven (7) ' calendar. days after the Construction Manager has given written notice that such unresolved petitions or applications shall be considered a default: ' • 00800-7 ' ' SECTION 00800 ' BIIPPLEMENTAL CONDITIONB CARMEL CLAY PIIBLIC LIBRARY b. Disregard. or fail to comply with substantial provisions of the , Contract Documents or the Construction Manager's instructions, fail to execute the Work according to the agreed schedule of completion, including extensions thereof, or upon seven (7) , calendar �days ' written notice from the Construction Manager, fail to show that he is making such progress as will insure completion of the. Work in accordance with such schedule of ' completion, including extension thereof. c. Fail to provide a qualified supervisor, competent workmen or subcontractor or proper :materials, or fail to make prompt , payment therefore. If the unpaid balance of the Contract Sum exceeds the costs of finishing the Work, including ' compensation for the Architect's and/or the Construction ' Manager's• additional services made necessary thereby, suoh excess' shall be paid to the Contractor. If the unpaid balance of the Contract Sum is less than the cost of finishing the work including compensation for the Architect's and/or the ' Construction Manager's additional services made .necessary thereby, the Contractor shall pay the difference to the Owner. The amount to be paid to the Contractor or to the Owner, as ' the case may be, shall be certified by the Construction Manager upon application in the manner provided in Paragraph 9.4 .and this obligation for payment shall survive the termination of the Contr.act. ' 3 . 10.9 Overtime Work in the event the Construction Manager and Owner requests the Contractor ' in writing to work overtime, in addition to any overtime required to. meet the construction time schedule •as incorporated in the Contracty the ' Contractor shall work such additional hours or shifts as required to meet the accelerated schedule. The following requirements will govern in connection with such additional overtime. ' a. The Contractor and. his Subcontractors shall be required to submit a daily statement of employees � by name, trade classification, hourly rate, premium or overtime hours worked, and signed by the Construction Manager's and the Owner's Representatives to ' substantiate his premium 'or overtime charges, all i:n accordance with the Owner's standard procedure. These charges shall be , • submitted weekly for the Construction Manager's and the Owner's records. • � b. All such statements shall be submitted in three (3) copy form, ' including the oriqinal statement. The Contractor will be reimbursed for the overEime premium and in addition applicable contributions to Federal and State Unemployment Tax and Federal ' Insurance Confributions 'Tax. These taxes shall be a percentage factor to be applied to the premium cost. No overhead and profit will be allowed. Each Contractor involved will be required to ' submit to the Construction Manager and the Owner as promptly as 00800-8 . , ' � SECTION 00800 BIIPPLEMENTAL CONDITIONS CARMEL CLAY POBLIC LIBRARY ' possible an itemized breakdown of the foregoing percentage and shall furnish a photostatic copy of the applicable State unemployment � e�cperience rate or a staEement from the State t Unemployment Security Commission setting forth said experience rate. In addition, in.. the case of major" premium time charge, the union, agreements for the trades involved shall be submitted along ' with the first premium time proposal. Such adjustments shall be subject to an audit by the Construction Manager and the Owner and shall be recorded on the Contractor's books in a manner to facilitate such audit. ' 3 .10. 10 Additional''Provisions ' Additional provisions pertaining to the progress schedule are included in Division 1, General .Requirements. , '' 3 . 11 DOCUMENTS AND SAMF?LES AT THE SITE Add the following: ' 3 . 11.2 Addibiona3 �Provisions Additional provisions' pertaining to Project Record Documents are ' included in Division 1 General Requirements. 3 . 12 SHOP DRAWINGS� PRODUCT DATA AND SAMPLES ' Add the following: 3 . 12. 12 Additional ,provisions pertaining to Shop Drawings, Product ' Data and Samples are included in Division l, General Requirements. 3 . 13 USE OF SITE ' Add the following: 3 . 13. 3 If the Owner or the Construction Manager requires the Contractor � to relocate materials which have been stored on site or within the building, the Contractor shalY relocate such materials at no additional cost:, to�°the Owner'. '� 3: 13'r4 Th'e Contractor shall keep roads, runways, ramps and taxiways on and, adjacent to fhe Project site free from obstructions which might � present a hazard to or interference with traffic. When construction operations necessitate the. closing of traffic lanes, the Contractor stiall be �responsible for arranging such closings in advance with the authorities haying jurisdiction, the Owner, and adjacent property Owners. ' The Contractor shall provide adequate barricades, signs, flagmen, traffic control `personnel and other devices for traffic guides and public safety. ' � 00800-9 � ' SECTION 00800 � BQPPLEMENTAL CONDITIONB CARMEL OLAY POBLIC LIBRARY 3 . 14 CUTTING AND PATCHING , 3 . 14 .3 Cutting and patching shall be performed bg. fhe proper trades or crafts necessary for the material involved, but the cost of same shall ' be borne by the Contractor requiring the cutting and patching. 3 . 14 ..4 Patching shall mean the restoration of a surface or item to its ' original condition to match the existing adjoining surfaces unless otherwise indicated, noted, detailed, or specified. 1. When patching involves painting, special coating, vinyl fabric or other applied finish, the, entire surface affected (i.e. '_. wall or ceiling) shall be refinished as a part of this requirement. ' 3 . 14.5 Cutting and patching includes cleaning of all surfaces soiled by this work. Add the following: • � 3 . 15.3 If the Contractor fails to keep the job clean, the Construction ' Manager may do so �in the name of the Owner as provided in paragraph 2.4 and the cost therefore shall be charged to the Contractor. 3 :18 INDII�IIFICATION ' . Delete Subparagraph 3. 18. 1 and substitute the following: � 4. 18. 1 The Contractor and his Subcontractor(s) (herein after , "Indemnitors") hereby agrees to indemnify, save and. hold harmless, and defend� at its own expense the Owner, ;Construction Manager, Architect and ' Engineer, their respective directors, officers, partners, agents, employees, and any other person or entity for whom any of .them may be legally responsible (herein cdllect'ively called "Indemnitees") against ' all claims, losses, damages, suits, costs, and expenses, including attorney's fees, or actions of any nature whatsoever which arise out of, or are alleged to arise out of, ' the Work to be performed by the Indemnitor including without limiting the generality of the foregoing; � all liability for claims for death oY damage to property, including the loss of use thereof and consequential damaqes therefrom, or damages from economic loss, or damages to any Indemnitee of `Indemnitor or its � employees, servants, and agents, whether such claims are based upon, or claimed to be based upon, statuto;y, contractual, tort or other liability of any Indemnitee and even th'ough caused, or ;aLleged to be � caused by the joint, several, or comparative, but not for sole, negligence, :breach of contract, breach of warranty, strict liability, or other breach of duty by any Indemnitee. If any part of this provision is adjudged to be contrary to law, the ' remaining parts of the provision shall in aTl other respects be and remain legally effective and .binding. Moreover, this provision shall ' not be construed to eliminate or in any way reduce any other 00800-10 , ' <. s,.,_ . •. ' SECTION �00800 �BIIPPLEMENTAL �CONDSTIONB CARMEL CLAY PIIBLIC LIBRARY ' indemnifications or right which the Construction Manager, Owner, Architect or Engineer has by law. ' ARTICLE 4 - ADMINISTRATION OF THE CONTRACT ' 4 . 3 ADMINISTRATION OF THE CONTRACT In Subparagraph 4 . 6.8, delete the last sentence. ' Change Subparagraph 4_ 6.9 to read as follows: Based on an evaluation of the Contractor's Application for Payment, ' the Construction Manager will determine and process the amounts owing to fhe Contractor and will issue Certificate for Payment in such amounts as provided in Paragraph 9.4. ' Change Subparagraph 4. 6. 18 to read ;as follows: The Architect will render interpretations of the Contract Documents as ' requested by the Owner or Construction Manager. Any request for interpretations of the Contract Documents by the Contractor should be made through the Construction Manager. - • ' 4 . 7 Claims and Disputes In Subparagraphs 4.7.1 through (& including) .4 .7.6, Substitute the work , "Construction Manager" for the word "Architect" in all references. In Subparagraph 4.7 .7, delete the last sentence and add the following: ' If the Contractor beiieves additional cost is involved for reasons including (1) a written interpretation from the Architect, (2) an order � by the Owner to stop the Work where "the Contractor was not at fault, and (3) other reasonable grounds, Claim shall be filed in accordance with the procedure established herein. t4.7.8 Claims for Additional Time In Subparagraph 4 .7.8. 1, change the second sentence to read as follows: tThe Contractor's Claim shall include an estimate of the probable effect of delay on progress of�� the Work. � Delete 'Subparagraph 4 .7 .9 in its entirety. , � 4.8 RESOLUTION OF CLAIMS AND DISPUTES .. iIn a11. Subparagraphs 4 .8. 1 through (& including) 4 .8.4, Substitute the iaork '"Construction Manager" for the word "Architect" in all references. � ' 00800-11 , � SECTION 00800 ' SOPPI;EMENTAL CONDZTIONS CARMEL CLAY PDBLIC LIBRARY 4 . 9 ARBITRATION ' Delete Section 4.9 in its entirety. ARTICLE 5 - SUBCONTRACTORS ' 5. 2 AWARDS OF SUBCONTRACTS AND OTHER CONTRACTS FOR PORTIONS OF THE � WORK In Subparagraph 5.2 . 1, first ,sentence, delete, "as. soon as practicable ' after the award of the Contract" and insert, "within five (5) working days after notice" . In Subparagraph 5.2 .9 , delete the second and third sentences (only the t first sentence remains).. 5. 3 SUBCONTRACTURAL RELATIONS ' Add the following to Section 5. 3 : 5.3. 2 The ,Contractor shall pay 'each Subcontractor the amount of which ' the Subcontractor is entitled. The Contractor shall also require each Subcontractor to make similar payments to its subcontractors. ' 5. 3 .3 In the event it appears to the Owner or the Construction Manager that labor, material, and other invoices in the performance of Contractor's work are not being "currently paid, the Owner and the ' Construction Manager may take action as they deem necessary to insure that -the money paid with any progress payment will be utilized to pay such invoices. � ARTICLE 7 - CHANGES IN THE WORK 7. 1 CHANGES � ' In Subparagraph 7 . 1.. 1, delete the words "or order for a minor change in , the Work". Change Subparagraph 7 . 1.2 to read as follows: t 7. 1. 2 A Change Order is an Owner, Architect'/Engineer and Construction Manager approved written order, issued ;after the execution of the Contract, authorizing a Change in� the Work of an adjusfinent in the ' Contract Sum or fhe Contract Time. it is prepared and signed by the Construction Manager and issued to, and signed by, the Contractor. Copies of all Change Orders to Contractors shall be issued to the Owner, � Project Manager� and to the Architect/Engineer by the Construction Manager. ' 00800-12 ' � 1 SECTION "00800 SIIPPLEMENTAL CONDITIONS CARMEL CLAY PQBLIC LSBRARY ' In 5ubparagraph 7. 1.3, delete the words "or order for a minor change in the Work° . ' In Subparagraph 7 . 3 .4, delete the words "and Architect" . In Subparagraph 7.3 . 6, add the words "limited to the sub-item .6" to the ' first sentence. Add the following sub-item 0.6 * For ° the Contractor, for Work performed by the Contractor's own forces, fifteen (.15�) of the cost. ' * For the Contractor, for Work performed by its Subcontractor, five percent (5�) of the amount due to the Subcontractor. . ' * ^For each Subcontractor or sub-subcontractor involved, for - work ,performed by his own force, fifteen percent (15$) of �the. cost. �t * Fbr each Subcontractor, for woik performed by his Sub- t subcontractors five ,percent^ (5$) of the amount due the 5ub-subcontractor. * Cost 'to' which overhead and profit is to be applied shall ' be applied against costs identified under sub-items ".1, .2, .3, and .5, as noted in Subparagraph 7 .3 . 6. * In order to facilitate checking of quotations for extras , or credits all proposals, except those so minor that their propriety can be seen by .inspection, shall be accompanied by a complete itemization of costs including labor, materials and subcontractors. Labor and materials ' can be itemized in the manner ,prescribed above. Where major cost items are subcontracfs, they shall be itemized also and a copy of their quotations shall be included in ' the proposal. In no case wi13 a change involving over $100. 00 be approved without such itemization. 1 7.4 MINOR CHANGES IN THE WORK. Delete Section 7.4 . 1 in its entirety. IARTICLE 8 - TIME ' 8. 1 � DEFINITIONS Change Subparagraph 8.1.3 to read as follows: ' 8. 1. 3 The date of Substantial Completion is the date certified by the Architecf or Construction Manager iri accordance with the application for the Building Permits. � �.Paragraph 8. 1 is amended by adding the following Subparagraph 8. 1. 5: 8. 1.5 Occupancy or utilization of all or a designated portion of the � Work by the Owner or separate Contractors shall not constitute a waiver 00800-13 � � SECTION 00800 ' SIIPPLEMENTAL CONDITIONS CARMEL CLAY PIIBLIC LIBRARY by the Owner of his rights provided under the General Conditions and ' these Supplementary Conditions. 8 . 2 PROGRESS AND COMPLETION , Paragraph 8 .2 is amended by adding the following Subparagraphs 8.2 .4, 8. 2 .5, and 8. 2 . 6: , 8 . 2 .4 Inasmuch as the completion of the Project within the prescribed time is dependent upon the close and active cooperation of all those engaged therein, it is, therefore, required that each Contractor shall , lay out and install his/her Work at such time or times and in such manner consistent with the schedule to permit the carrying forward of the Work of other contractors. ' 8.2 .5 The Owner may take possession of the Project or parts thereof at any time that .it is determined by the Owner, Construction Manager, and the Architect that the construction has been completed of a point where ' the Owner can occupy said Project, or paits thereof, without impairment to Contractor's Work. The Owner may at such Time install furnishinq and equipment as he/she. sees fit may 'at his/her discretion award separate ' Contracts for this purpose. It is recognized that some of the Confractor's Work� may not complete at such time and the Contractor shall make all reasonable efforts to complete the Work as quickly as possible. ' 8.2 . 6 Completion shall.. be understood to be Substantial Completion for the Owner's beneficial occupancy, with only minor "Punch List" items yet to be completed/corrected and items such as balancinq of heating ' systems, etc. . . which cannot be completed due to climatic conditions. 8.3 DELAYS AND EXTENSIONS OF �TIME ' Delete Paragraph 8. 3 (Subparagraphs 8.3 . 1, 8. 3.2 , 8. 3 .3) in their entirety. -" ' , ARTICLE 9 - PAYMENTS AND COMPLETION 9 .2 SCHEDULE OF VALUES I In Subparagraph 9.2. 1, Substitute the word "Owner" for the word ' "Architect" in �all references. Paragraph 9. 2 is amended by adding the following Subparagraph 9.2.2 : 9.2 .2 The schedule of' values shall be prepared in the manner that shows 1 each major portion of the work as a separate line item with material, labor, rentals, and subcontract breakdowns. - The Contractor shall ' identify those line items of Work that will be accomplished by subcontractors. 1 00800-14 � ' ' BECTION 00800 �SIIPPLEMENTAL CONDITIONS , CARMEL CLAY PIIBLIC LIBRARY ' 9. 3 APPLSCATION FOR PAYMENT Change Subpanagraph 9. 3 .1 to read as follows: ' 9.3 .1 The Contractor may submit a Progress Payment Request to the Construetion Manager, .periodically, but .not more than once each month, ' in accordance with a monthly schedule to be established by the Construction Manager and Owner: These Requests shall be submitted on AIA Documents G702/G703 and shall suffic'lently detail the value of the completed work accomplished during the period of time since the previous ' Payment Request: Monthly payment will be approved by the Construction Manager based on ' ninety percent ;(90�) of tfie estimated value of labor performed and materials/equipment incorporated in,the Work, plus ninety percent (90�) of the value of non--perishable materials suifably stored at the site for ' future incorporation in the Work. No such materials are to be removed from the site without 'permission of,the Construction Manager and Owner. The ten percent (10�) retainage may. be waived by recommendation of the ' Construction Manager and approval of the Owner, after the Contractor has satisfactorily completed fifty percent (50�) of the Work. Thereafter, no additional reta-inage 'will be withheld; provided there is a continued satisfactory performance ,by the Contractor; therefore, upon Substantial '' Compl'etion of""the Work, a sum shall be paid to increase the total payments to ninety-five percent (95$) of the Contract Sum. � Delete Subparagraphs '9. 3 . 1. 1 and 9. 3 . 1.2 in their entirety. Paragraph 9 .3 is amended 'by adding the following Subparagraph 9. 3.4: � 9 .3 :4 Payment, ,for materials under this Paragraph 9. 3 shall be based on the price actually paid' by the Contractor for such materials. The 1 •Contractor shaL'1 submit copies of all, invoices evidencing its payment for all materials. The Contractor will receive payment for the cost of the on-s 'ite stored materials/equipment, exclusive of overhead and profit markups. As a part of this contract, the Contractor will be authorized ' to invoice for an additional amount equal to two percent (2�) of the cost' of the stored maferials/equipment to compensate for the functions of; purchasing, expediting, handling and accounting. Cost shall be , defined as those amounts which are due and payabTe for materials/equipment, freight, taxes, insurance and storage of the stored :mat'erials/equipment. ' 9 .4 ' CERTIFICATES FOR PAYMENT Change. Subparagraph 9.4. 1 to read as follows: 1 9.4..1 The Construction Manager will within twenty days after the receipt ' of the .Contractor's' Application for Paymerit, ;either issue a Certificate for Payment to' the Architect and Owner, for such amount as the ' Constructiorn Manager determines as properiy due, or notify the � 00800-15 ' - � , SECTION 00800 ' BIIPPLEMENTAL CONDITIONS CARMEL CLAY PIIBI;IC LIBRARY Contractor in writing his reasons for withholding a .Certificate as , provided in Subparagraph 9. 6. 1. Delete Subparagraph 9 . 4 .2 in its entirety. ' 9. 5 DECISIONS TO WITHHOLD CERTIEICATION In Subparagraph 9. 5. 1, delete the words "or Architect° and "and ' Architect" in ALL references. In Subparagraph 9. 5. 1, delete the word "persistent" from clause .7 of ' the Subparagraph. 9. 6 PROGRESS PAYMENT , Change Subparagraph 9.6.1 .to read as follows: 9. 6.1 "After the Construction Manager has issued a Certificate for ' Payment, the Owner. . . . . " Delete Subparagraph 9. 6.3 in its entirety. ' In Subparagraph 9.7. 1, revise the first sentence to read as follows: If, through no . fault of the Contractor, the Owner does not pay the ' Contractor within fifteen (15)' days after the date established in the Contract Documents any amount certified by the Construction Manager, then the Contractor may, upon seven additionaY days' written notice to 1 the Owner and Construction Manager, stop the Work until payment of the amount owing has been received. In Subparagraph 9.7. 1, delete the last/second sentence in its entirety. ' ARTICLE 10 - PROTECTION OF"PERSONS AND PROPERTY , , 10.2 . SAFETY OF PERSONS AND PROPERTY ' - In Subparagraph 10.2 .5 is amended by deleting the parenthetical phrase ' in lines two and three and add ;the, ,work "solely" after the word "attributable" .in line nine of the Subparagraph. ' Paragraph 10.2 is amended by adding Subparagraphs 10.2 .8 and 10.2.9 as follows: ' 10.2 .8 The Contractor shall comply with all- applicable safety recommendations of the Associated General Contractors of America, American National Standards Institute and National Fire Protection ' Association, the Occupational Safety and Health Act, and a11 special safety and security requirements of the Owner. If any inconsistency exists between the provisions of this Subparagraph 10.2 .8 and ' Subparagraph 10.2. 2, Subparagraph 10'..2.2 shall take precedence. ' 00800-16 ' 1 ? . � � SECTION 00.80,0 SIIPPLEMENTAL CONDITIONS CARMEL CLAY PIIBLIC' LISRARY a � 10. 2 . 9 The Contractor shall ,comply with a11 MSDS standards. 10,c,3 EMERGENCIES , � In Subparagraph 10. 3 . 1 delete the last/second sentence in its entirety. aARTICLE 11 - INSURANCE AND BONDS 11. 1 CONTRACTOR'S LIABILITY INSURANCE ' a In Subparagraph li. i. l of the first sentence, change. the following the words "maintain .insurance", insert the fo3lowing: " . . . ' in a company or � companies licensed to do business in the state where the project is located and to wYiich the Owner has no reasonable objection. . . " . � Delete Subparagraph 11. 1.2 in its en,tirety.and substitute the following: 11. 1..2 The Contractor shall not commence the work.until he has obtained all insurance required under this section and' has fi�led a CERTIFICATE OF � INSURANCE with the Construction Manager. ,, Certificates of the above insurance shall be furnished on AIA Document , G705 or Accord Form 25-5 (3/88) fileci with the Construction Manager before any work is started. The Certificate shall provide for sixty (60) days prior written :notice to the Owner of policy cancellation or of material change. If requested, a certified copy of the policies shall ' be submitted to the. Construction Manager for his review. The Owner and Construction Manager shall be named as additional insureds for those insurance coverages carried, and maintained by the Contractor except as ' respects workers ' compensation. In the event the Contractor engages Subcontractors for all or a ,portion ' of the wor-k required �by this Agreement, the Contractor will require any and all subcontractors"to also assume all `of 'the duties, obligations and requirements :in the section. The Contractor shall require such subcontractor to prov'ide Certificates of Tnsurance evidencing the ' insurance required by Ehis section, naming the Contractor, Construction Manager, and Owner as Additional Insureds. ' The insurance requ-ired by Paragraph li.i.i shall .be written for not less than 'the following: ' a. Workers ' Compensation & Liability Statutory Requirements `Employers's Liability $100, 000 Bodily Injury by Accident , each accident ' Bodily ,Injury y disease $500, 000 policy limit ' Bodily Injury by disease $100, 00o each employee 00800-17 , � BECTION 00800 BIIPPLEMENTAL CONDITIONS ' CARMEL CLAY PIIBI;IC LIHRARY b. Commercial General Liability (Occurrence Basis) ' Bodily injury, personal 'injury, property damages; contractual liability, products-completed operations. ' General Aggregate Limit (Other than Products/Completed Operations) $2, 000, 000 ' Products/Completed Operations $2 , 000, 000 Personal & Advertising Injury Limit $1,000, 000 , Each Occurrence Limit $1,000, 000 Fire Damage (any one fire) $ 5A, 000 '' Medical Expenses (any one person) $ 5, 000 c. Comprehensive .Auto Liability $1, 000, OOO ,each ' (Single I:imit-Each Accident) accident (Owned, Hired & Non-Owned) , (Bodily Injury & Property Damage) d. Umbrella Excess Liability Limits $5,000, 000 each ' occurrence & aggregate Acceptance ;of Certificate of Completion does not release the contractar ' or subcontractor from claims due to acts of negligence and/or claims for damages'related to the Work performed by the Contractor or Subcontractor during said contract. ' Contractor shall purchase and maintain Builder's Risk property insurance, upon entire work at site to the full in"surable value thereof: ' Builder's Risk insurance include the- interests of owner, Contractor, Subcontractors and sub-SUbcontracfors in the work and shall insure against perils of fire and physical loss or damage, including flood. The poiicies must endorsed ,to permit occupancy by Owner.prior to final ' acceptance of the project. Sucli insurance shall, except for the worker's Compensation insurance, ' name Owner, Architect/Engineers, and Construction Manager,, their directors, officers, employees, agents, and representatives as Additional Insureds and contain a provision requiring the ,Contractor's ' insurers to provide owner and Construction Manager with a written notice of any cancellation or adverse material chancje in such insurance and that such canceTlation: or adverse material change sha11 not be effective as� to the benefit and/or interest of the Additional Insureds ,for 60 .days ' after- written notice of such cancellation or adverse material change is received by Owner. Delete Subparagraph 11. 1.3 in its entirety. t 00800-18 . ' ' � ..� t SECTION �00800 � BIIPPLEMENTAL CONDITIONS CARMEL CLAY PIIHLIC LIBRARY ' 11. 3 PROPERTY INSURANCE . In Subparagraph 11. 3 . 1 at the end oP the first sentence add the ' following: � ' Insurance shall not cover Contractor' s equi•pment or material at the site ' which are not intended to be a physical part of the complete project. Add the following at the end of the Paragraph: The form of policy for this coverage shall be the Complete Value form subject to a per loss ' deductible. The Contractor shall be responsible for the first $1, 000. 00 of this deductible in the event of a paid claim. ' Zn Subparagraph 11.3 . 6, change the• word "30" to read "60" in the last sentence. ' ARTICLE 12 - UNCOVERING AND CORREGTION OF WORK 6 12:2 CORRECTION OF WORK ' In Subparagraph' 12 .>2...4�';wifhin the� first senfence, delete the words "the Architect issued through" . 1 � ARTICLE 13 - MISCELLANEOUS' PROVISIONS , 13 .2 SUCCESSORS AND ASSIGNS ' In Subparagraph 13 . 2 .,1,. delete, the last/third sentence. Paragraph 13 .2 is amended by adding the following Subparagraph 13 .2.2: ' 13:2 .2 These Contract Documents and the terms and provisions hereof shall insure to the benefit of and be binding upon successors and , assigns of the parties. owner may transfer .and assign at any time or times these contract documents and oblicjations of Owner hereunder in which. event• the Assignee will be substituted in place of the . Owner. Upon any ' such assignment by Owner, the Owner's liabilities and ' otiligations hereunder or under any instruments, documents or agreements made pursuant hereto, shall be binding upon�, the Assignee and the Owner sha11 be re3ived of' all of the same� as though these contract documents ' were made� with the Assignee in fhe first instance. Contractor may not assign or subcontract, this contract without the express written consent of the Owner. ' 13 . 5 TESTS BND INSPECTIONS In Subparagraph 13 .5.1 within the first sentence, change the word ' "Contractor"',to "Construction Manager" . 00800-19 ' ' SECTION 00800 ' 6IIPPLEMENTAL CONDITIONS CARMEL CLAY BIIBLIC LIBRARY In Subparagraph 13 . 5. 1, delete the last sentence and add the following: ' The Owner shall pay -for all tests; inspections, or reviews as outlined in Section 01430 and other technical specifications (unless specifically ' noted otherwise) , except for re-tests are prescribed in Subparagraph 13 . 5.3 . In Subparagraph 13 .5.4 , change the word "Contractor" to "Owner" . ' Paragraph 13 .5 is amended by adding the following Subparagraphs 13 .5.7 and 13 .!5.8: ' 13 . 5.7 Where materials are specified to conform to the standard specif'ications of the American Society for Testing and Materials, American Concrete Institute, American Institute of Steel Construction, ' other recognized technical organizations or the Federal Government, but testing is -not required in connection therewith, the Contractor shall t furnish certificates to the Construction Manager as evidence that the proposed products meet requirements of standard specifications cited. 13 . 5.8 Additional provisions pertaining to .testing are included in , Division 1 - General Requirements and in Sections relating to specific work involved. Add the following Section 13 .8: ' 13 .8 NON-DISCRIMINATION 13.8. 1 The Contractor and his subcontractors shall not discriminate ' against any qualified employee or qualified applicant available for employment to be employed in the performance of this Contract with respecb to his hire, tenure, terms, conditions or privileges of ', employment, or any matter directly or indirectly related to employment, because of his race, color, religion, national origin, or ancestry. Any � violation of this covenant may resuSt in the institution of penalties by law. 13 .8. 2 The Contractor and Subcontractors shall comply with. all ' applicable federal, state and local statutory or administrative prevailing wage requirements or equal employment opportunity requirements. Further, the ConEractor and Subcontractors shall not ' discriminate against any employee or applicant for employment because of race, religion, color, sex, riational origin or age. The Contractor shall take affirmative action to insure that applicants are employed, t and that employees are treated during employment without regard to their race, religion, color, sex, national origin or age. Such action shail include, but not be limited to, the following: Employment upgrading, demotion or transfer;; recruitment or recruitment advertising; layoff or termination; rates of pay or other forms of compensation; and selection t for training, including apprenticeship. The Contractor agrees to post in conspicuous places, available to employees and applications for ' employment, notices setting forth the policies of nondiscrimination. 00800-20 1 , ' SECTION 00800 SOPPLEMENTAL CONDITIONS CARMEL CLAY POBLIC LIBRARY ' ARTICLE 14 - TERMINATION OR SUSPENSION OF THE CONTRACT ' 14 . 2 TERMINATZON BY THE OWNER In Subparagraph 14. 2 . 2, within the first sentence, delete ", upon ' certification by the Architect that sufficient cause exists to justify such action, " ' In Subparagraph 14 .2 .3 , add the following to the last sentence "and shall otherwise remain liable to the Owner for all damages incurred as a result of the breach, if any, .of this agreement" . ' In Subparagraph 14.2..4, within the second sentence delete the words "Architect after consultation with the". � END OF SECTION 1 � . ' ' � , � � � � 00800-21 a e � � ' SECTION 00810 AAGE BCALE CARMEL CLAY PIIBLIC LIBRARY ' PART I - GENERAL ' 1. 1 Pro�ect Manual A. All reguirements of the Project Manual shall apply to this ' section. 1. 2 Scooe :, To be provided in addendum PART II - PRODUCTS ' Not Used. ' PART III - EXECUTION A. The Contractor shall indemnify the Owner and Architect for the. , Contractor!s failure to pay any emplbyee in accordance with the above-stated amounts. 1 1 END OF SECTION ' i 1 S 1 -. 1 oos�o-� 1 1 1 ' BECTION 03010 SIIMM]�RY OF WORR CARMEL CLAY PIIBLIC LIBRARY ' Part 2 - General f ' A. Proiect The Project consists of the construction. of a new Carmel Clay Public Library ;Facility and related sitework in Carmel, ' Indiana. B. Contracts ! ' The ` work shall •be' awarded and 'performed under Separate Contracts with tlie Owner, in acco=danae with the Contract ' Documents, and under the direction �, of the Construction Manager. , C. Related Recru'irements to All Contracts 1. Al1 sections in Division 0 coverinq Bidding and contract requirement"s� ' 2 . All sect•ions, in„ Division 1 covering administrative and . work related :general requirements: ' 3 . Although: specifications. are allocated .fo the respective "Contracts, " it is the intention of the Construction ' Manager that each contractor read and be familiar with all specification sections and�. plans assigned to the other;contractors and be respons;ible for-�any related work t called for in non-assigned specification sections. Part II - 8cope of Work ' Bid Item #1: Earthworfh/Utilities & Bid Item 2 Foundation Concrete The Scope of Work is within, bhe , construction limits ' Yllu"strated on. 0 1. 02 with the exception of the parking lot on the .west side of 4th Avenue. The' EarthWOrk/�Utilities•portion of the work generally includes, but ' is not necessarily limited to: � • The compTete clearing,, and erosion 'control of the site � including removal of required� •veqetation ;and demolition of obstacles as shown, all storm, sanitary and' ,watei work, the dry detenEion area and all associated work including fencing ' ' • 01010-1 ' ' ' ' BECTION 01010 BIIMMARY OF° WORR CARMEL CLAY PIIBLIC LIBRARY as illustrated on C 1.0,4 . The building pad is to be prepared t ten inches below. finished fToor +/- . 10. Parking lot drives and sidewalk areas are fo be brought to compacted subgrade and , an appropriate amount of topsoil is to be saved for distribution as required. Work shown on the drawirSgs and as defined in ;the following , specification sections is specifically included in this contract scope: Section 02080 UtiTity Materials , ;Section 02110 Site Clearing . Section 02200 , 'Earthwork • Section 02510 Water "distribution ' Section 02511 Hot Mix Asphalt Paving Section 02700 Sewera_ge and Drainage Section 02711 Foundation Drainage System � , Seotion 02831 Chain Link Fences and Gates The .Concrete Foundation ,portion of this contract includes, but is ' not necessarily limited to: Furnish and instaYl' all concrete work; reinforcing steel, foundat'ion drainage system, and excavation and backfill ' required for the compLete �installation, of the foundation system. Work shown on the drawings and as defined in the followincj ' specification sections is specifically included in this contract scope: Section 02200 Eartfiwork '� Section 02711 Foundation Drainage System Secti'on :03300 Cast-in-Place Concrete ' Bid Item #3: Structural Stee1 ' This contract generally zncludes, buf is not `necessarily limited ' to: Furnish and install all structural steel; steel 'joist, steel' deak and metal stairs. ' Work shown on the drawings and as defined in the following specifioa£ion sections is specifically included in this •contract ;, scope: Section 05;120 Structural Steel t Section �05210 Steel Joists 01010-2 , 1. . n�.. , � , SECTION 01010 SIIMMARY OF WORR CARMEL CLAY PIIBLIC LISRARY I ' Section 05120 Structural Steel Section 05210 Steel Joists , Section 053.10 Steel Deck Section 05510 Metal Stairs END OF SECTION ' ' ' 1 1 1 ' ' 1 ' � ' - ' ' 01010-3 1 ' ' SECTION 01012 SCHEDIILE CARMEL CLAY PIIBLIC LIBRARY i PART I - GENERAL ' A, Related ReQUirements 1. Conditions of the Contract , 2 . Section 01010 - Summary of Work � B. Preliminarv Schedules Bids shall be prepared based upon this schedule: ' The Preliminary Schedule is to perform Bid Item #1 Earthwork/Utilities and Bid Item 2 Foundation 'Concrete commencing approximately August 4, 1997 and completing ' October 31 , 1997. Bid Item #3 Furnishing„ Fabricating and Erecting Structural � Steel is to commence erection approximafely November 3 , 1997 and compete erection by February 27, 1998 . C. An�roved Construction Schedule �1 1. The "Approved Construction Schedule" will be issued after the award of contract and will incorporate � � Contractor input. It will set forth the schedule on which all. target dates are established, either material delivery and/or work completion, and the manpower and a material required to meet these dates are to be provided, by the Contractor. 2 . Contractor shall work overtime, nights, and weekends, ' if necessary to maintain his portion of the "Approved Construction Schedule. " Overtime, night, and weekend work will be at no additional cost to the Owner. ' 3 . Failure to maintain his portion of the "Approved Construction Schedule" may jeopardize his right to, ' reduction in "retainage. 4. The Contractor and all subcontractors, suppliers, and manufacturers shall schedule materials, deliveries, and ' installations to conform with the Contract Documents and provisions to this effect, shall be included in all subcontracts. � END OF SECTION 01012-1 ' ' ' ' SECTION 01014- MEETINGS CARMEL CLAY`PUBLIC LIBRARY ' PART I - GENERAL ' A. Related Requirements 1. Conditions of the Contract. ' 2. Section 01010 - Summary of Work. , B. Preconstruction Meedng ' 1. Conhactor shall attend a preconstruction ineeting with the Owner, Architect and Construction!Manager. ' a. Notice of said meeting will originate with the Construction Manager. b. Contractor, sfiall require his principal subcontractors to attend. ' c. I4finutes will be taken and distributed by the�Construction 141anager. ' 2. Minimum agenda shall be as follows: a. �Discussion of construction schedule. 1 �• b. � ,Critical work sequencing. ' c. Designaflon�ofs-responsible personnel. d. Processing of'field decisions and change orders. 1 e. Distribution of contract documents. ' f. Submittal of shop drawings, producc data and samples. , g. Procedures for maintaining record documenu. , h. Use of premises: ' T: Office and storage areas: 2. Owner's requirements. � 01014-1 1 1 1 SECTION 01014 ' MEETINGS CARMEL CLAY"PUBLIC LIBRARY i. Major equipment deliveries and priorities. ' j. Safety and fust-aid procedures. ' k. Security procedures. 1. Housekeeping procedures. ' C. Progress Meetines ' 1. .Contractor shall attend progress meetings with the Owner, Construction Manager and Architect 6i-monthly, or atmore frequent intervals if conditions ' require same, during the entire life of the project for the purpose of expediting the work and considering other matters pertaining thereto. ' a. Notice of said meetings will originate with the Construction Manager. b. Contractor shall require his principal subwntractors to attend. t a These meetings shall.be attended by°all Contractors;with work in t progress or with work abouY to commence. The progress and schedule of each involved Contractor shall be coordinated at this meeting. The representatives of the Confractor present shall have the authority to ' change the Contractor's work schedule or authorize�work with the _ consent of the Construction Manager. If the Contractor fails to attend this meeting, it shall be his responsibility to obtain the information � discussed at the meeting. All meeting notes and the most current CPM schedule will be in the office of the ConstrucUOn Manager at all times. Attendance at these meetings is requued for Contractors' payments. ' 2. Minimum agenda shall be as follows: ' a. Review work progress since last.meeting. b. Note field observadons, problems and decisions. ' c. Identify problems which impede planned progress. ' d. Review off site fabrication problems. t 01014-2 ' 1 S. ' ' SECTION 01014 MEETINGS CARMEL CLAY PUBLIC LIBRARY ' e. Develop conective measures and procedures to regain planned ' schedule. f. Revise construction schedule as indicated. ' g. Plaa progress during next work period. ' h. Review submittal schedules, expedite as required to maintain schedule. ' i. Information Requests for Architects. j. Maintaining of quality and work standards. ' k. Review changes proposed by Owner for: ' 1. Effect on construction schedule. 2. " Effect on completion date. 3. Effect on cost. � 1. Complete other current business. ' ' END OF SECTION � ' ' 1 - � 01014-3 1 ' , ' SECTION 01040 PROJECT COORDINATION• CARMEL CLAY ,PIISLIC LIHRARY ' PART I - GENERAL ' A. Related Reuuirements , 1. Conditions of the Contract ' 2 . Section Ololo - Summary of Work . , ' B. Contractor Suoervision and Administration 1. Each Contractor shall designate a full time, on-site ' superintende_nt who shall represent him on the Project site. All directions given to the superintendent shall be 'binding as if given to the Contractor. . The "on-site superintendent" 'shall be replaced ,upon written request by , the Construction Manager if he/she does not demonstrate an adequate ability to properly run the project. ' 2 . Each Contractor shall properly man, schedule, and supervise the Work to meet tfie '"Approved Construction Schedule. " ' 3 . Each Contractor shall let subcontracts where applicable and purchase and schedule delivery of materials and equipment to meet the "Approved Construction Schedule. " ' ,4. The Contractor shall _designate a qualified represen- tative who will function as °a project manager/engineer ' and will be responsibTe for contractual communications and obligations. This representative shall be available for prompt administrative coordination such as change orders or technical requirements. ' C. Coordination ' 1. Each Contractor shall -inspect the work of other contractors which precedes his Work and upon which his Work depends and report to the,. COnstr'uction Manager any ' � deviations from the Contract Documents. Failure to make an inspection and repor-t shall constitute acceptance of the other contractor's work. , � 2 . Each Contractor shall coordinate and schedule his Work with' the .work of other contractors. , 01040-1 ' , , � BECTION 01040 � PROJECT. COORDINATION CARMEL CLAY P.IISLIC; LIBRARY 3 . The Contractor shall provide written notification to the � Construction Manager of any existing or foreseeable causes for delay in the Work in accordance with , Subparagraph 3 . 10.5 'bf the Supplementary Conditions. 4 . The Construction Manager will: a. Schedule, and conduct pre-award meetings and , progress meetings. b. Establish procedures for project communications ' for: 1. Submittals , 2. Reports and Records 3 . Recommendations ' � 4. Drawing Coordination ' 5. Schedules 6. Resolutions of conflicts ' � .c. Interpret Contract Documents: •1. Obtairi technical interpretations and clarifications ' from the Architect. 2. Assist -in, resolution of questions and conflicts ' which may arise. 3 . Transmit written interpretations and clarifications ' between Contractors and Architect .and to other • concerned parties. D. Project Meetinas t 1. As specified in other Sections of these General ' Requirements or intermittently requested by the Consbruction Manager, meetings will be held to review and coordinate various ,phases of the Work. Each Contractor shal'l be represented by persons with full authority to ' act on all matters pertaininq to the Work. 1 01040-2 ' 1 1 , SECTION' 01'040, PROJECT COORDINATION CARMEL CLAY PIIBLIC .LIBRARY ' E. Prborietary Brands ' 1. Drawings. have been prepared for the named, specified proprietary brand. If the Contractor requests and receives Architect's approval to substitute another specified or aLternate brand, the: Contractor shall be ' responsible for the following: a. All Work required by such change. , b: Coordination and cost of all �changes in the Work or other trades or .Contractors resulting from such ' change. c. Any additional work on the part of the Architect and , Construction Manager resulting from such 1 change. F. Record Drawinas ' 1. Each Contractor shall maintain a complete and separate set of as built drawings on which the Contractor shall accurately and promptly note as Work progresses, all , changes, revisions, additions and clarifications. The word :promptly as used herein shall mean. within 14 days of incorporation of such change, revision, addition or , clarification. into the work. 2. Conduit and piping locations shown on the Contract ' Drawings are diagrammatic unless dimensioned. It is the specific :responsibility of Contractors installing piping and coriduit to record the •actual installed locations on their as-built drawings. The accuracy of these notations ' shall be not less than (+/-) one foot. Actual valve, equipment, and pull/junction box locations shall be ° noted. ' As-built locations of ductwork: and piping for which detail� Shop Drawings have been; submitted shall only be ' noted where differing from the approved Shop Drawings, and such deviations shall be noted on a Record Set of Shop Drawings. � , 01040-3 1 � 1 SECTION 01040 ' PROJECT COORDINAT=ON CARMEL CLAY PIIHLIC LIHRARY 3. The Contractor shall submit the as-built set o€ drawings , to the Construction Manager prior to or along with his final payment request upon completion of the Work. The ' Contractor shall make such additional corrections as the Construction Manager or Architect may reguire and shall then deliver the corrected drawings to the Construction Manager. ' ' G. Pumoina and Drainaae 1. Contractor sha1T remove water from excavations, trenches, , sump, or low areas as required ,for the performance of the Work. This requirement is in effect until " the . building(s) is (are) completely weatherproof and drainage ' systems are fully operational. . 2. Pumping operations for removing water from excavations or ' temporary conditions shall not cause water to drain onto the work of other contractors. Temporary ear,thwork � grades shall not d'irect or retain water on the work or . site of other contractors. . H. Cleaning-Uo 1. Each Contractor shall be. responsible for cleanup of his ' waste materials, rubbish, and debris from the building � and site on a dailv basis :and shall remove such• waste , from the site. 2 . The Construction Manager- may, if required, direct a t weekly general cleaning crew. The general cleaning crew shall -consist of orie laborer from EACH contractor on the job during the week. Friday will be designated as clean- . up day: ' 3 . If the Contractor 'fails to perform his clean-up within 24 hours of written direction by the Construction Manager, ' then the Construction Manager shall perform the clean-up and the Contractor sfia11 pay for all such clean-up plus a 5� administrative fee. I. Detail Coordination ' 1. Where dimensions, including mounting heights, are not , indicated, verify with the Architect through the Construction Manager the intent of the Drawings: Refer questionable situations to the Architect through the ' Construction Manager for verification. 01040-4 ' . ' ; . . � 1 SECTZON 01040 PROJECT COORDINATION CARMEL CLAY PIIBLIC LIBRARY ' J. Tests ' 1. Where work is required to be tested, the Construction Manager shall be notified 24 hours in advance so that the testing may be observed. ' 1 END OF SECTION ' 1 ' 1 ' � ' 1 � ' ' 01040-5 ' ' ' ' SECTION 01045 CUTTING AND PATCHING CARMEL CLAY PUBLIC LIBRARY � PART I - GENERAL ' A. Related Requirements ' 1. Conditions of the Contract. � 2., ;Section 01010 -.:Summary of Work B. 9ualitv_ Assurance ' 1. Do not cut and patch structural elemenu in a manner that would reduce their load-carrying capacity or load-deflection ratio. ' 2. Do not cut and patch operating elements or safety related components in a manner that would result in reducing their capacity to perform as intended, or tresultin increased maintenance, or decreased operational life or safety. 3. Do not cuY:and patch construction exposed on the exterior or in occupied ' spaces, in a manner that would, in the Architect's opinion, reduce the building's aescheac:quatiaes, or result in visual evidence of cutting and patching. Remove and replace Work cut and patctCed.in a visually ' unsatisfactory manner: PART II =-P.RODUCTS ' ' A. Materials ' 1. Use materials that aze identical to existing materials. If identical materials aze not available, or cannot be used where ezposed surfaces aze involved, use materials that match existing adjacent surfaces to the fullest extent possible ' with regazd to visual effect. Use materials whose installed performance will equal or- surpass that of existing materials.. ' PART III - EXECUTION ' A. Inspection 1. Before cutting existing surfaces, examine surfaces to be cut and patched and ' conditions under which cutting and patching is'to be performed. Take 01045-1 ' ' ' SECTION 01045 , CUTTING AND PATCHING CARD'�L CL"AY PCTBLIC LIBRARY wnective actions before proceeding, if unsafe or unsatisfactory conditions aze , enwuntered. B. Preparation ' 1. Provide temporary support of Work'to be cut. ' 2. Probect existing construction during'eutting and patching to prevent damage. Provide protection from.adverse weather conditions for portions of the Project ' thaf might be exposed during cutting and patching opeiations. 3. Avoid interference with.use,of adjoining-areas or interruption of free passage , to adjoining azeas. C. Performance � 1. Employ sldlled workmen to:perform cutting and patching. Proceed with . ' cntting and patching at the earliest feasible time and complete'without delay. Cut e�cisting construction to provide for installation of other components or pe=formance of other construcpon activities and the subsequent fitting and ' ' patching required to restore surfaces to their original condition. 2. Cut existing construction using methods least likely to damage elements to be retained or adjoining construc6on. Where possible, review proposed ' procedures with the original installer; comply with the original installer's recommendations. ' 3. Patch with durable seams that aze as invisible as possible. Comply with specified tolerances. , D. Cleanine 1. Thoroughly clean areas and spaces where.cutting and patching�is performed or ' used as access. Remove completely paint, mortar, oils, putty and items of similaz nature. Thoroughly clean piping, .conduit and similaz features'before , painting or other finishing is applied. Restore damaged pipe covering to its original condition. END OF SECTION , ' 01045-2 ' ' ,< ' • ' ' BECTION 01090 DEFINITIONB AND STANDARDS CARMEL CLAY PIIBLIC. I:IBRARY ' PART I - GENERAL 1 A. Related Rectuifements 1. Conditions of the Contract ' 2 . Section OSO10 - Summary of Work ' B. Related Documents: 1. ' Drawings -and general. provisions of Contract, including ' Gerieral and Supplementary Conditions and other Division - .1 Specification sections, apply to work of this section. ' C., Descrintion Of 'Rectuirement: 1. This section specifies�procedural and administrative requirements for compliance with� governing, regulations ," and the bodes and standar3s imposed� upon the work. These requirements include the_ obtaining of permits, ' licenses, inspections, releases and similar documentation, as well .as payments,, statements and similar iequirements associated with regulations, codes and standards. ' 2 . "Regulations" is defined to include laws, statutes, ordinance's �and lawful orders issued 'by governing ' authoriEies, as well as those rules, conventions and agreements within the construction industry which effectively control the performance of the work regardless of whether they are lawfully imposed by ' governing authority or not. 3 . Refer to General and Supplementary Conditions for 1 ��reguirements related to compliance with governing regulations. ' D. Definitions: 1. A substantial amount of specification. language consists � of definitions for terms found -throughout the Contract ' Documents, including drawings.. Certain terms used in the� Contract Documents are defined in this �article. Definitions and, explanations � contained in this section ' are not 'necessar'ily either complete or exclusive, but are geneial for the work to the extent that they are 01090-1 ' � , ' SECTTON 01090 ' DEFINITIONS AND STANDARDS CARMEL CLAY POSLIC LIBRARY not stated more e�cplicitly in another element of the t Contract Documents. 2 . The provisions or requirements of Division - 1 sections , apply to entire work of. Contract and, where so sndicated, to other elements which are included in project. , 3 . The term "indicated" is cross-referenced to graphic representations, notes or schedules on drawings, to ' other paragraphs or schedules in the specifications, and to similar means� of recording requirements in Contract .Documents. Where terms such �as -"shown", "note,d", "scheduled!' and "specified" are used in lieu ' of ":indicated", it is ,for purpose of helping reader locate cross-reference, and no, limitation of locat'ion is ;intended except as 'specifically noted,. � ' 4. Where used in conjunction with Architect'^',s respons.e to submittals, requests, applications, inquiries, reports ' and claims by Contractor, the ;meaning of the term "approqed'! wil3. be held to limitations of Architecf's responsibilities :and duties as specified. in Generai and $upplementary Conditions. in no case .will "approval" , by Architect be interpreted as a release.. of, Contractor , from responsibilities to fulfill requiremants of Contract 'Documents. ' 5. The term "project s '1te" is defined as the space available to the Contractor of performance of the work,, either exclusively or 'in, conjunction with others , performing other 'workias, part of the. project. The extent of the project sYte is shown. on the drawings, and ,may or may not be identical with the description of ' . the land upon which project is to be built. 6. Except as otherwise defined in greater detail, the term ' "furnish" is used 'to mean supply and deli�er to project site, ready for unload'ing, unpacking, assembly, installation, ancl simiTar operations, as applicable in each instance. t 7. Except as otherwise d'efined in greater detail, the term "install" is used to describe operations at pro7'ect ' site including unloading', unpacking, assembly, erection, placing, anchoring, applying, workinq to diinension, 'finishing,� curing ?,protecfin.g, cleaning 'and similar operafions, as- applicable in each instance. � 01090-2 � ' ' ' , SECTION 01090 DEFINSTIONS AND STANDARDS CARMEL CLAY PIIHLIC LIBRARY• ' 8;. Except as, otherwise defined in greater detail, the term "provide!! means to furnish and install-, complete and ' ready for intended use, as applicable in each instance. 9. The term. "instaLler" is defined as the entity (person or firm) en_gaged by the Contractor, its Subcontractor ' or Sub-subcontractor for performance of a particular unit ,of work ;at the project site, including instaTLation, erection� app7ication and similar ' required operations. It is a requirement that installers be expert in the operations they are engaged to perform. ' 10. The term "testing laboratory" is defined as an independent enti£y engaged to perform specific inspections or tests of the work; either at the project t site or elsewhere; and to report and, if required, inte`rpret results of those inspections or tests. ' E. Specifi'cation "Format and Content Explanation: 1. This article is provided to help the, user of these ' specifications more readily understand the format, language, impli'ed requirements, and simiLar conventions of content,, None of the following; explanations shall . be interpreted to modify the substance of the conbract ' requirements. 2 : "Portions of these specifications have been produced by . � the Architect',s standard method of editing master speci`fications, .and may contain, minor deviations from traditiona-1 writing formats. Such deviations are a ' natural result of, this production technique, and no other"meaning shall be implied. 3,, These, specifications are organized based upon the � � Construction Specifications: Institute's 16-Division Sections or Trade Headings generally conforming to recognized industry practice. ' a. Divisions .are groupings of reLated or similar sections. The divisions! are" recognized as the construction industry consensus method of uniform ' specification organization. 1 . 01090-3 ' '. ' SECTION 01090 , DEFINITIONB AND STANDARDB CARMEL CLAY: PIIHLIC LIBRARY b. For convenience, "Sections" are considered as the t basic units of work. The section title is descriptive only and not intended to limit the ' meaning or content of a section or to lie completely descriptive of requirements specified therein. c. Section Numbering is used to facilitate cross- , references in the Contract Documents;. Sections are placed in the Project ManuaT in numeric ' sequence,; however., the��numeric sequence is not complete and the listing of the sections in the "Index" at, the beginning of the Project Manual ' must be consulted to, determine the numbers and names of specif•icatiom sections in the Contract Documents. Omission of a section from the Index does not invalidate the section. ' 4 . Pages are numbered independently for each section. The sect'ion number -is shown .to,gether with the paqe =number ' at the bottom of each page to facilitate the location of text' in the Project Manual. 5.. Port'ions of specification text are subordinated to ' other portions in the followinq manner: a. Certain sections may be subordinate to other ' sections or parts of other sections. When that occurs, the .degree of subordination is described • in those sections: , b. Subarticles., which are printed in �upper/lower case lettering,are, subordinate to ArticIe titTes, which are printed: entirely in upper case lettering. , 1. Paragraphs and lines of text are,_,subordinate to sukiarticle :titles. � 2. Paragraphs and lines of text that are indented f_rom the left margin are sUbordinate to the preceding text that is either not ' • indented, or 'is indented by a lesser amount. 3. Underscoring is strictly used to assist the ' reader of specification text in scanning the text for key words (for quick recall) . No emphasis on or relative importance is ' • intended for teitt where underscoring is used. 01090-4 ' , �, , .� � � .� � � ��.,�..�n� .�, � _� � . +� '� �"`y , r... ; � 3 . F' .'"p� 'i•. ' ' ^ ' BECTION•`0109A � DEFINITIONS AND STANDARDS CARMEL CLAY YIIBLIC LIBRARY , 6. This project, specification has been produced employing certain conventions in the use of language as well as ' conventions regarding the intended meaning of certain . terms; words, and phrases when used in particular situations .or circumstances. � 7. In certain circumstances, the language of the specifications and 'other Contract Documents is of the abbreviated type. It implies ;words and meanings that ' � will 'be appropria£ely interpreted, Singular words will be interpreted as plural and, ;plural words will be interpreted as•,singular where applicable and where the ' full context of the Contract documents so indicates. 8. Imperative language is .generally used in specifications. Except as otherw'ise indicated, . ' requirements expressed, imperatively- are to be performed by Contractor.'. At certain locations in the text, for claritg of reading, contrasting subjective language is ' used to describe responsibilities wHich must be fulfilled indirectly 'by Contractor or, when so noted, by others. ' 9. The techniques or methods of specifying requirements varies fhroughout the text. the method used for specifying one unit of work has no�,bearing on ' requirements for another unit of� work. Methods of specifying may include the, foTlowing, or any combinati'on of the following: , � �a. Prescriptive b. Open generic-descriptive c. Performance , d. Proprietary e. Compliance with reference standards ' 1'0. In' certain instances; specification text requires or implies that specific elemenfs of the work are engaged for the performance of that work. Such assignments are ' special requirements over which the Contractor has no choice or. optiom. Such assignments are intended to establish which par,ty .considered as being sufficiently experienced in the' indicated' construction processes or ' operations to be recognized a"s "expert" in those processes .or operations. - Nevertheless, 'the final responsibility for fulfillment of the entire set of all � ' " .contract requirements remains with the Contractor. 01090-5 �, . 1 , SECTION 01090 ' DEFINITIONS AND 'BTANDARDB CARMEL' CLAY PIIBTIC LIBRARY a. These requ'irements should_ not be .interpreted to ' conflict with the enforcement of building oodes and similar regulations governing the work. They ' are also not .intended to interfere witfi local trade union jurisdictional settlements and similar conventions. b. Except as otherwise indicated, the use of t'itles ` such as "Carpentry" in specification te�tt,, is not intended to imply that the, work must be performed , by an accrecTited or unionized tradesperson of corresponding generic name (such as "carpenter") . 'It is also not intended to imply that specified requirements' apply exclusively to work by ' tradespersons of that corresponding generic .name. F. Drawina Symbols: , 1. Except as otherwise indicated,, graphic symbols> used on . drawings are tYiose symbols recognized in• the ' construction industry .for purpose indicated. 2 . Graphic symbols used on mechanical/electrical drawings are generally aligned with' symbols recommended by ' ASHRAE. Where �appropriate,. these symbols are supplemenbed by ;�ore specific symbols as recommended by otfier recognized technical associations including ASME, t ASPE, IEEE 'and similar'organizations. Refer instances of uncertainty to the'Arch`itect for clarification before proceeding. � G. Industrv Standards: 1. Except to the extent that more explicit or more ' stringent requirements are written into the Contract Documents, appltcable standards of the construction industry have tfie same force and effect as if copied directly into the Contract Documents. Such industry , stand'ards are hereby made a part of the Contract Document by reference. Individual specif-ication sections indicate: which codes and standards the , Contiactor must keep avaiTable for reference at the pro�ect site. a. Referenced 'standapds (standards referenced ! directly :in Contract Documents) have precedence over non-referenced standards which are recognized � in industry for' applicability to work. � 01090-6 ' � . =� 1 - . . ' BECTION 03090 DEFINZTIONB AND STANDARDS CARMEL CLAY PIIBLIC LIBRARY ' b. Non-referenced standards are hereby defined as not ' being applicable to the work, except as a general requirement of whether the work complies with recognized construction industry standards. ' 2. Except as otherwise indicated, where compliance with an industry standard is required, comply with standard in effect as of date of Contract Documents. ' 3 . Where compliance with 2 or •more .standards is specified, and where 'these standards establish different or ' conflicting requirements for minimum quantities or quality levels, the most stringent requirements will be enforced, unless the Contract Documents specifically indicate a less stringent requirement. Refer ' requirements that are different, 'but apparently equal, and uncertainties as to which quality level is more stringent, to the Architect for 'a' decision before ' proceeding. • 4 . in every instance, the �quantity or �quality level shown or specified is intended to be the minimum for the work ' to be provided :or performed. Unless otherwise indicated, the actual work may either comply exactly, within specified tolerances, with the:minimum quantity , or guality specified, or may exceed that minimum within reasonable limits. In complying with these requirements, the indicated numeric' values are either ' minimum or maximum values, as noted, or as appropriate for the' context of the requirements. Refer instances �of uncertainty to the Architect for decision before proceecling. 1 5. Contract Documents require that. each entity performing wonk ,.be• experienced in that part of the work being ' performed. Each entity' is also required to be familiar with recognized industry standards applicable to that " pait' of the work. Copies of. applicable standards are ' not bound• with the Contract Documents. a. Where copies of standa'ids aie needed for proper performance of the work, the Contractor is ' required to obtain such copies directly from the publication source. 1 01090-7 ' . ' ' BECTION 01090 �' DEFZNZTZONS AND BTANDARDB CARMEL. CLAY PIIBLIC LIHRARY b. Although certain copies of standards needed for ' enforcement of, the requirements may be required submittals, the Architect reserves the. right to require the Contractor to submit additional copies ' of these standards as necessary for enforcement of the requirements. 6. Where acronyms or .abbreviations are used in the t specifications or other Contract Documents .they are defined to mean the industry recognized name of the ' trade association, standards generating organization, governing authorify or other entity applicable to the context of the text provision. Refer to the "Encyclopedia of 'Associations", published by Gale ' Research Co. , avai'lable in most libraries. H.. Governincr Rectulations/Aufhorities: ' 1. The procedure followed by Architect has been to contact forwarding authorities where necessary to obtain , information needed for the purpose of preparing Contact Doduments; recognizinq that such information may or may not be of signi'ficance in relation to Contractor's responsibilities for performing the work. Contact ' governing authorities directly for necessary information and decisions having a bearing on performance of work. ' 2 . The Contractor shall -maintain, and sha11 require Prime Subcontractors to ma•intain, complete current information on jurisdictional matters, regulations ' actions and pending actions, as appL-icable to the work. Discuss developmenfs at appropriate project meeti:ngs at the earliest feasible dates, and record information of t relevance along with the actions agreed upon. The manner in which Contract Documents haye been organized and subdivided is not intended to be an indication of ' jurisdictional or 'trade union agreements. Assign and subcontract the work, and employ tradesmen and laborers, in a manner which wi11 not unduly risk jurisdictional disputes of kind which could result in ' � , conflicts, delays, claims and losses in the performance � of the work. ' ' ' 01090-8 , ' M1 . � 1 1 1 BECTION 03090. DEFINITIONS AND BTANDARDB CARMEL CLAY PIIHLIC LIBRARY � 3 . For the Owner's records, submit copies of permits, licerises, certifications, inspection reports, releases, ' jur 'isdictional settlements, notices, receipts for fee payments,, judgments, and similar doctiunents, correspondence and records established in conjunction with compliance with standards and regulations bearing ' upon performance of the work. END OF SECTION ' ' ,' ' ' � 1 � ' ' ' 1 01090-9 ' ' ' ' BECTION 013'4'0� BIIBMITTAI;B' CARMEL CLAY PIIBLZC LIHRARY ' _ PART I - GENERAL ' A. Related� Reau-irements 1. Conditions of the Contract , 2. Section 010�10 - Summary of Work ' B. Recruirements . 1. � All submittals shall be forwarded, to the� Construction ' Manager for ,administrative review for compliance with Contract requirements. Acceptable submittals will be forwarded to the Architect for-. technical review. Shop drawings are, anticipated to be refurned within sixteen ' (16) days after receipt. 2 . Contractor shall provide a submittal schedule, within 10 working days after receipt of �Letter of Intent or ' the A.greement, whichever comes first°. 3 . The Contractor"s submittal schedule shall be ' coordinated, with the construction schedule. 4 . Contractor shall include the following information on ' the submittal �schedule: a. Date item to be submitted.. ' b. Number of working days required for fabrication and delivery of material or equipment to the job site after approval of submittal. � c. Date ;material or equipment must be on the job site to -meet construction schedule. ' d. Date the submittaT must be .:approved_ to meet the construction schedule. ' e� separately identifylanduschedu�ade on any items, P , le as specified above. ' 5. " All submittal items listed in the technical speoifications shaTl be submitEed to tfie Construction ' Manager. 01340-1 1 ' ' SECTION OT340 � SIIHMITTALS CARMEL CLAY. PIIBLIC LIBRARY 6. Contractor shall not purchase; fabricate, or install ' . listed items until submittal is approved. 7. Substitutions will not be permitted after submittals ' have been approved. 8. The Contractor is -responsible for the delivery of , submittals and' samples to� the Construction Manager. C. ' ,Contractor's Resoonsibilities ' 1. Verify field measurements. 2. Verify compliance with Contract Documents. ' 3. Contractor musf review ;and approve all submittals prior to submission to Construotion Manager. ' 4. Corifractor's responsibil-ity for. errors and omissions in submitta'ls is not •relieved by.Architect^,s approval of ,submittals.. � 1 5. Contractor= shall notify the Construction ,Manager,� in writing at time of submission, of deviation in 1 submittals from, iequirements of Contract Documents. ,. . 6. Contractor's responsibi�lity for deviations in submittals from requirements of Contract Documents is t not ,_relieved by Architect's approval of submittals, unless there is written acceptance of specific deviations. ' ' D. Information to be Included in Submittals . 1. Manufacturer'.s model number or :catalog number, size, � , performance curves and :data. Indicate operating point on curves and tab,ular data for each piece of equipment ' that, aurves and data represent. ' 2 . Indication :of performance data, construation materials, finishes and modificafions 'to manufacturer's standard t design called for in� Specifications. 3 . Locations and sizes of connections for required piping, ' wirinq,, ductwork, .or-nother eguipment, and utiliEy capacity requirements: 4 . Rough-in, foundation, and support point dimensions. ' 01340-2 , ' �'e� . ' :.... . ' SECTION 01340 SIIBMITTALS CARMEL: CLAY PIIBLIC LIBRARY ' 5. Wiring diagraais or connection diagrams. ' 6. Include complete data for each item in a single submittal. 7. ' Delete or strike out information not pertinent to the ' Work in catalog submittals. 8 . All submiftals shall be identified by the five digit ' specification :section number and a shor,t description of submittals. Submittals shall ,be separated by specification sections., , E. Submission Reuuirements .1. Contractor shall stamp_.and initiai (or sign) each ' submittal certifying ContractorJs review of submittal and verification of compliance with Contract Documents. ' 2 . Submit five ('5) copies of catalog cuEs for distribution. Submit shop drawing5 where required as five :(5) biue line sets and one (1) -reproducible transparency sets. One reproducible will be returned. ' � Three �copies of product data will be returned. 3 . Shop Drawings: ' a. Shop Drawings are drawings, diagrams, schedules and` other data •specially prepared for the Wozk by ' the Contractor or a Subcontractor, Sub- subcontractor, manufacturer, supplier or distributor .to illustrate some portion of the Work. � b. Presen't in a clear and thorough manner. Title each drawing with Project name. and number; identify each element of drawings by reference to ', Contract Drawing number and detail, specification secbion, sckiedule, or room numbea of Coritract Documents. . ' c. Identify field dimensions; show relation to adjacent or critical features or Work or products. ' 4. Product ,Data: ' a. Product Data are illustrations, standard schedules, per£ormance charts', instructions, 01340-3 '; , 1 SECTION 01340 ' S08MITTAI;S' CARMEL CLAY 'P.IIHLIC LIBRARY brochures, diagrams and ofher information t furnished by the Contractor to illustrate materials or equipment. for some portion of the , Work. b. Submit only pages which are pertinent; mark each copy of standard pr,inted data to `identify ' pertinent products, referenced to Specification . Section and Article number. Show reference �- � ' standards, perforniance characteristics, and , capacities; wiring, and piping diagrams and , controls; component, parts, finishes; dimensions; and sequired clearances. c. Modify manufacturer's standard schematic. draw-ings ' and diagrams to supplement standar,d information and to provide. 'information specificaliy applicable ' to the Work. DeIete �-information not ;applicable': 5. Architect's action: a. Bxcept for submittals for record, information or ' � similar purposes, where action and retura is required or requested, .the Architect� will review ' - each submittal, mark to, indicate action taken, and will attempt to return. the submittal within two • weeks. ' (1) Compl`iance with specified characteristics is � the Contractor"s responsibility. b. Action Stamn: The. Architect, or the Arohitect's � Consultant, where appropriate, wi3•1 stamp each submittal with a uniform, self-explanatory action ' stamp.: The stamp will be marked to indicate fhe action taken. � END OF SECTION , ': ' ' 01340-4 , 1 � ' BECTION 01350 PAYMENT PROCEDORES CARMEL CLAY PIIBLIC LIBRARY � ' PART I - GENERAL '' A. RELATED REQUIREMENTS ' 1. Conditions of the Contract 2. Section 030T0 - Summary of Work, ' B. REOUIREMEN� ' 1. SCHEDULE OF VALUES . The contractor. 'shall submit �'to the Construction Manager for approyal a breakdown of the contract amount into ' categories.� ;as requested by the Construction Manager. This Scheclule of Values is anticipated to include a breakdown by ' iaajor� specification section for each ,, building :and�/or area involved. The, amounts listed will be reviewed by the Construction Manager for approval as reasonabLe �costs for the scope involved. The Schedule wiTl be submitfed and approved prioi to submission of the ' first Applicafion for Payment. 2. AIA FORMS G702- & G703 ' AIA Forms G702 .& G703 (AppLication and Certificate for Payment) shall be used by the Contractor for invoicing. ' . The- :approved .Schedule of Values will be listed and appropriate percentages Yndicated and extended. 3 . WAIVER OF LIEN , A Waiver of Lien from the Contractor and required subcontractors, sub-subcontractors, and suppliers shall ' be submitted with each Application for Payment. Waivers wil.l' be submitted on form provided by 6onstruction Manager. ' • 4'. PAYMENT FOR STORED MATERIALS a. APPROVAL ' Approval and payment for offsite storage will be oonsidered on an individual occurrence basis. Written ' approval of Owner, Project Manager, and Construction Manager must be obtained prior to storage of materials 01350-1 1 , ' SEOT,ION 013'S0 ' PAYMENT PROCEDi1RE8 CARMEL. CLAY PIIBLIC! LIBRARY offsite and any request for payment for stored materials. ' Approval will be rendered based upon. the merits of the , situation and consideration of the auailable on-site storage space. b. CONDITIONS , . Upon approval for ..storage of 'materials offsite, the following conditions 'must be followed: ' 1) The trade :contractor or material supplier must submit an affidavi-t which: a) Identifies a !'specific, " "separate, " and , "designated" area for storage of the materials. ' b) Acknowledges Construction Manager's right to. inspect the stored materials. ' c) �Acknowledges Construction Manager's right to reject any and/or all ,materials which are not in compliance with Ehe Contract , Documents. d) Acknowledqes the stored materials will ' � not be used' for another Project. 2) All materials stored in the "designated" area ' must be �marked with a special tag which identifies the .material for the subject Project. 3) The trade contractor or material supplier ' shall be required to execute a "bill of sale" for the .stored material. ' 4) The trade contractor or .material supplier must. furnish proof of adequate insurance for fire, windsform, other acts of God, theft, etc. ' 5) The use of a "bonded warehouse'� will be required. ' 1 01350-2 1 � ' �t � ' SECTION 01350 PAYMENT PROCEDIIRES CARMEL CLAY PIIBLIC LZBRARY � 6) All materials stored "off-site" must be ' inspected/verified by the Project team before payment is authorized. The costs involved with these inspections are to be paid by the Contractor requestinq payment for materials. I5. APPLICATIONS/PAYMENTS 1 Applicationsypayments will be administered on a regular, scheduled cycle. The Contractor shall submit by the 25th day (or subsequent Monday if the 25th falls on a weekend) t of the month an Application for Payment for the previous month. Payment of this invoice shall be made by a check issued by the 25th day of the following month. Applications received after the 25th will not be , processed until the following payment cycle. ' END OF SECTION ' ' - ' . ' ' ' t ' 01350-3 � 1 . 1 � BECTION 014'10 ' TEBTING LABORATORX BERVICEB 'CARMEL CLAY PIIBLIG LI•BRARY ' _ . - PART I - GENERAL 1 A. Related Reauirements . 1. Conditions 'of the Contract , 2 . Section 01010 - Summary of Work ' B. Related Documents 1. Inspectionscand testing required by, laws, ordinances, ' rules, regulations. or orders of .public authorities: General Conditions. 2 . Certification ,of, products and mill test reports: ' Respective specifications secEions. 3 . Test, adjust and balance of equipment: By each , respective specification sectioris. � 4. Inspection, �sampling and testing: Respective ' specif.icatYon sections. C. Rew irements Included � 1. Owner, throu.gh the Construction Manager, will employ, and pay foi, services of an .independent testing laborato=y ,to perform specified inspection, sampling ' and testing services. D. Oualifications of. Laboratory and Submittals � 1. Meet requirements oF ASTM E329, current edition, "Standard of Recommended Practice for Inspection and Testing" Agencies for Concrete, Steel and Bituminous , Materials as used in Construction!' . a. The . term "agency" as used in Section 4 of ASTM E 1 329 shall mean the local or closesb office of said agency. 2 . Laboratory qualifications for inspection, sampling and ' testing ,of- soils and aggregates shall be coinparable to the requirements of ASTM E329. ' � 01410-1 ' ' „ 1 BECTION 01410 ' TESTING LABORATORY SERVICES CARMEL CLAY PIIBLIC' LIBRARY 3 . Testing Equipment: 1 a. Calibrated at maximum I2 month intervals by ' devices of accuracy acceptable to the 'Architect. 4. Submit documentation of specified requirements. ' E. Laboratory Duties, Limitation's of Authoritv 1. Provide qualified personnel promptly on notice. , 2 . Perform specified inspectiori's, sampling and testing of materials and methods of bonstruction. ' a. Comply with "specified standards; ASTM, other - recognized autH6ribiesland as specified. � ' b. Ascertain compliance with requirements of contract - documents. 3. Promptly notify Construction Manager and Contractor of � irre,qu3arities or def�iciencies o£ work wh-ich are observed durinq performance of services. ' 4. Promptly submit two (2) copies of repor:ts of inspections and tests and include the following information, as :applicable. _ � � � a. Data issued. b. Project title and number. 1 . , c. Testing laboratory name and address: � . d. Name and signature of sampling. e. Date of inspection or sampling. ' f. Record of teinperatuie and weather. g. Date of test. ' ki. Identification of project and specification ' section. i. Location in project. j . Type of inspection or test. ' 01410-2 ' ' 'i= ' ' SECTION 01430 TEBTING LABORATORY SERVICES CARMEL CLAY PIIBLIC ;LIBRARY ' k. Observations regarding compliance with contract documents. t5. Perform additional services as required by Owner. , 6. Laboratory is not authorized to: a. Release, revoke, alter, or enlarge on, . requirements of contract documents. ' b., Approve or accept any portion of work. ' c. Perform any duties of the Contractor. F. Contractor Responsibilities ' 1. Cooperate with laboratory personnel to provide access to work and to manufacturer's operations. ' 2 . Assist laboratory personnel in obtaining samples at the site. , 3 . Notify laboratory sufficiently in advance of operations to allow for his assignment to personnel and scheduling of tests. ' 4. Employ, and pay for, services of a separate, equally qualified independent testing laboratory to perform additional inspections, sampling and testing required ' when initial tests indicate wo=k does not comply with contract documents. ' a. Separate laboratory shall be approved by the Architect. ' END OF SECTION ' 1 ' ' 01410-3 1 ' , SECTION Oi510 TEMPORARY FACILITIES " CARMEL CLAY PIIBLIC LIBRARY ' PART I - GENERAL ' A. RELATED =REOUZREMENTS 1. Conditions of the Contract. ' 2 . Section 01010 - Summary of W.ork. ' B. PROJECT LAYOUT AND FIELD ENGINEERING 1. The Construction Manager will lay out two perpendicular ' base lines relating to building column lines, and two benchmarks on ,opposite sides of the building. 2. The Construction Manager will maintain a benchmark ' required for grading, paving, utilities,, and building layout. However, this assistance shall in no way relieve the contractors from their responsibilities to accomplish their work in the dimensions and tolerances � set forth in the Contract Documents. The Construction Manager�'s chec)cing and layout observations shall in no ' way be construed to relieve the Contractors from their responsibilities under the Contract. 3.. The, Contractor shall be responsible for layout of his ' work; ,including 1;ines and elevations. Each contractor shall field verify all dimensions relating to his work, as shown on the Drawings, and report any errors or ' discrepancies to the Construction Manager before cominencing work. C: ACCESS TO SITE AND PARKING AREAS ' 1. All workers shall use only the entranbe and roadways designated by the Construction Manager for site access ' , and egress. 2. Parking areas shall be designated within the Contract ' Limits by the• COnstruction� Manager and/or where otherwise permitted. D. TEMPORARY 'STRUCTURES ` , 1. Project Office: The Construction Manager will provide and :maintain a Project Off�ice at the site for his use. ' ,. .. •The Owner,. Architect, and Contractors may use this off-ice for project related business when required and � 01510-1 1 ' ' . ' • ' BECTION 01510 ' TEMPORARY FACILITIEB CARMEL CLAY PIIBLIC LIBRARY as requested by the Construction Manager. ' 2 . Storage Sheds and Trailers: Each Contractor shall , provide and maintain his own structures as may be required. a. Locate within the Contract Limits, or other t designated areas, as directed by the Construction Manager. b. Relocate, if structures interfere with the Work or � . , hinder the Owner's opeiations. � 3 . Project. Sign: If required, the Construction Manager ' will provide and maintain a Project Sign as approyed by the Owner. No other signs are allowed except as required for safety,, security, or traffic control, or , without the permission of the Construction Manager. 4. Toilets: The Construction Manager will provide and , maintain portable toilet facilities in sufficient quantity for all workers in �accordance with regulatory agencies and applicable standards. ' 5. Temporary Fencing and Barricades: The Construction, Manager wiIl provide temporary fencing and barricades ' as may be required for security :and traffic confrol , purposes onlv. The contractors shall provide the ' necessary fencing and ;barricades for security and safety as required for the execution of their' work. 1 6. Temporary Enclosuresi The Construction Manager will provide onlv the enclosu=es required for 'security. Any t and all other enclosures, or any other means and � mefhods of protection,; shall be provided by the contractors to se"cure and protect their work from loss - or damage. ' 7 . Other Temporary Structures: Each Contractor shall provide all other temporar,y, structures and items ' required for the safe and satisfactor.y proqress and execution of his work. Items shaTl include, but not be limited to, tHe followinge ladders, ramps, runways, chutes, railings, braces, scaffolding, etc. ' 8. Removal of"Temporary� Structures: The provider shall remove from the project ang temporary -structure when it ' is no longer useful or requ'ired. 01510-2 ' • ' � ' �� ... . �. , ' BECTION 01510 TEMPORARY FACILIT3E8 CARMEL CLAY. PIIBLIC LIHRARY ' E. TEMPORARY TELEPHONE ' 1. The Construction Manager will provide limited access to a telephone for all requiring its use' for project business. This phone will be available for limited "occasional" use. only. If extensive phone service to ' field offices.. of contracEors or subcontractors is required, each ,contractor or subcontractor requiring such service, shall be responsibTe for all coordination and costs of temporary service� to field offices. , 2 . Persons making toll calls from the Construction ' Manager's phbne shall pay the costs thereof. F. FIRE PROTECTION AND PREVENTION ' 1. The Construction Manager will provide temporary fire extinguishers in the building during construction in accordance��with and as required by applicable laws and ' codes. 2 . Wherever and whenever any burning, welding, cutting or soldering operations are in progress, or equipment is ' in use, or any work involving a f.ire hazard is performed,; the Contractor or Subcontractor responsible for such operation shall provide at all times, ' acceptable "fire' extinguisher or protection within ten (10) feet of the operation. ' G. TEMPORARY WATER To be provided by contractor at their expense as needed. ' H. TEMPORARY ELECTRICAL POWER AND LIGHTING To be provided by contractor at their expense as needed. ' I. TEi++IPORARY HEAT. VENTILATION AND WEATHER PROTECTION , To be provided by contractor at their- 'expense as needed. J. CONSTRUCTION LOADS ON BUILDING STRUCTURES ' 1. The structure_ is adeguate to support the loads of the finished 'building in accordance with its intended occupancy. No analysis has .been made for stresses or ' loads imposed by construction operations or storage. 01510-3 ' . ' '. SECTION 'O1_5,10 ' TEMP,ORARY FI►CZLZTIEB CARMEL CLAY PIIBLIC LIBRARY 2 . If the Contrac'tor desires to place such loads _in excess ' of the, design loads, he shall submit drawings and calculations (prepared 'by and bearing the seal of a ' professional engineer), of the proposed method for supporting such loads for the Architect's review and • acceptance. No loading of any kind in. excess of' design loads shall be placed on any part of the. building ' structure prior to. Architedt!s acceptance .of submitted � drawings and calculations. The costs of the architect's review shal-l -be borne by the Contractor. . , END OF SECTION . '. ' 1 1 . ' , � 1 ' 1 , 1 � ' , 01510=4 ' 1 ^ � ' ' SECTION 01550 CLEANING CARMEL CLAY PIIBLIC' LIBRARY ' PART T - GENERAL tA. Related Reauirements 1. Conditions of the Contract � 2. Section 01010 - Summary of Work � ' B. General Reauirements � 1. In general, each Contractor will be responsible for all ' clean-up and cleaning of his/her Work. 2 . It is the specific intent of this Section to convey to the Contractors the requirements relative to clean-up ' and cleaning. 3 . eleaning of certain specific products may be specified ' in theii respective Specifications Sections. 4. Conduct all, clean-up operations to comply with local ' ordinances and anti-pollution Taws. a. Do' not „bu'rn or bury rubbish and waste materials on Proj;ect Site. � tb. Do not .dispose of volatile wastes such as mineral spirits, oil, or paint thinner, etc. . . in .storm or ' sanitary sewers. c. Do not` dispose of wastes into streams or waterways. ' 5. Conduct aTl clean-up operations to maintain safety and hazard oontrol. , a. Store volatile wastes in covered metal containers, and remove , from premises daiTy. • ' b: �Prevent accumulation of wastes which create `hazardous conditions. ' c.. Provide adequate ventilation during use of volatile or noxious substances: ' 6. If clean-up is not performed by the Contractor with reasonable regularity and promptness, the Construction 01550-1 , 1 ' SECTION 01550 t CLEANZNG CARMEL CLAY PIIBLSC.:LIBRARY Manager will complete the clean-up Work and backcharge , the Contractor for all costs, involved. Adequate nofice of this action will be given to the Contractor prior to ' the commencement of clean-up work by the Construction Manager. C. C1ean-Un Durina Constructioa , . As a result of, or during the performance of his/her Work, each Contractor sha1T perform clean-up on a continuing ' basis, and as required. l. Perform clean-up to ens,ure that the building, site, and ' all adjacent properties are maintained free from accumulations of waste, debris, and rubbish. 2 . At reasonable intervals or as conditions ,require, ' perform site clean-up of waste and surplus maCerials. Maintain and clean public and private� streets and roadways, as required: • ' 3 . Each Contractor. shal-1 be responsible to collect and remove all waste, debris, 'and rubbish caused by liis/her , operations, on a DAILY BASIS. Contractors are responsible for cleaning their work areas to -a "Broom Clean" condition and sha1T provide broom sweeping as requi:red. ' 4. Perform clean-up without,.causing damage to the Work. Schedule clean-up so that dust, etc. . . . will not fa�Tl , on wet, newly painted/stained surfaces. 5. At completion of 'Work, remove aIl waste materials, debris, rubbish, too3s, equipment, and surplus ' materials and supplies from the Project.. D. Final Cleanina , As a result of, 'and follow-ing the perfonmance of his/her Work, each Contractor shall perform cleaning of his/her ' finished Work, 'in preparation for Punch Lists, Znspect'ions, Substantial Completion, and/or Occupancy by the Owner. 1. Use experienced' workers or professional cleaners for final cleaning:._ ,, ' 01550-2 ' 1 ` a . ' ' SECTION 01550 CLEANING CARMEL CLAY PIIBLIC LISRARY ' 2. Remove grease, dust, dirt, stains, labels, fingerprints and other foreign materials, from sight-exposed , interior and exterior finished surfaces. 3 . Wash and clean all glass. , 4 . Repair, patch and touch-up marred surfaces to specified finish and to match the finish of the product. ' � 5. Remove all foreign materials from roofs. 6. Broom clean paved surfaces; rake clean other surfaces ' of grounds. 7. Clean all, equipment, and other products and materials, as normally 'required and acceptable. ' 8. . Following, the Substantial Completion and Final Cleaning of the Work by tlie Contractor; should additional ' cleaning be re,quired, the Contractor responsible for such additi'onal cleaning shall bear, the costs thereof. ' E. Materials 1. Use only cleaning materials recommended by manufacturer of surface to be cleaned. � 2 . Use cleaning ,materials only on surfaces recommended by cleaning material manufacturer. , END OF SECTION ' ' ' i 1 01550-3 ' , 1 ' ' SECTION 01610 PRODDCT HANDLING° CARMEL CLAY PIIBLIC+ LZBRARY, ' PART I - GENERAL ' A. RELATED REOUZREMENTS 1. Conditions of the Contract � 2 . Section 01010 - Summary of Work , B. DEFINITION ' 1. "Product Aandling" shall mean the complete process of ' delivery, handling, unToading and storage of all materials (including equipment; tools and supplies) shipped to "the project site. ' C. DELIVERY 1. Deliver materials to project site during working hours. ' 2 . Deliveries 'made during 'other than normal working hours must be received by an authorized representative of 1 Contractor' involved or be received by others, which sfiall be the sole responsibility of that Contractor. 3 . Any mater-ials delivered in the ;presence of owner's or ' Construction Manager's representative shall be accounted for by the respective Contractor. a ' 4. Under no circumstances shall shipments be directed to, or in .care of, the Owner or the Construction Manager. 5. Each Contractor, Subcontractor-, Manufacturer or ' Supplier furnishing materials to the site shall identify, ship, address, consign, etc'.., a11 such materials to the Contractor who may be charged ' " - 'therewith by giving the name of�-;the, Cont=actor and the name and: 'address of the project. ' D. HANDLING AND 'UNLOADING 1. Immediately upon deTiuery, the Contractor sHall check for; any .damage to' materials, that occurred prior to or ' during shipment. Damaqed material shall be replaced or repaired to a "like=new" condition .and must_ be approved and/or acceptable to the Construction Manager, ' Architect/Engineer and the Owner. 01610-1 � ' ' SECTION 01610 ' PRODIICT' '$ANDLING CARMEL CLAY PIISLIC LZBRARY 2 . Handling and/or unloading shall be performed so as to ' not cause any damage to materials which are to be permanently indorporated in the work. ' 3 . Unload materials only where they will not interfere with other Contractor's operations. E. STORAGE . I 1. Each Contractor shall provide suitable storage ' facilities at the site for the proper protection, and ° safe storage of his materials,. Consult .the Construction Manager'!s on-site Project Superintendent ' before storing any materials. „ 2. All materials delivered to the .site that are ?permanent parts of the work are to be considered the proper.ty of , the Owner and shall not be :removed without the Owner's consent. The Contractor shall remove al`l surplus. materiaTs upon completion of each phase of' the work and , as directed by the Construction Manager. 3 . Confine storage at the site to areas permitted ,by laws, ordinances, permits, the Contract Documents, and/or ' otherwise required by the `Construction Manager. Do not unreasonably encumber the. site with materiaLs or equipment. t 4. Contractor shall obtain ;and pay for use of any additional . storage or work areas that he requires for , the satisfactory performance of his work. 5. Contractor shall be cautious and not load the structure with 'weight that might' cause damage or endanger the t structure. 6. Contractor shall remove :or relocate stored materials , that encumber otfier Contractor's work or the Owner's operations. 7. When any room is._ used .as a shop,, storeroom, etc. , by t� the various Contractors during the construction of the building, the ,Contractors making use of these spaces wil-1 be held responsible foi any repairs, patching or cleaninq arising 'fromssuch use. ,, � END OF SECTION , ' 01610-2 , . ' , �, . ,� i ' ' SECTION 01630: SIIBSTITIITIONS AND PRODIICT OP,TIONB CARMEL CLAY PIIHLIC' LZBRARY' _ _ __ ' PART I - GENERAL 1 1. 1 RELATED REQUIREMENTS: A. Drawings and general provisions of Contract, including � General :and 'Supplementary Conditions and other Division l Specifi`cation Sections, apply this Section. ' � 1. 2 SiJMNfARY: A. This Section specifies administrative and procedural ' requirements for requests for product or material substitutions made after award• of the Contract. 1. Nofhing' contained •in this Section shall be ' construed as modifying, changing, adding to or deleted from the General Conditions or Supplementary General Condifions. ' B. Schedules: ,�. The Contractor!s Construction Schedule and the schedule of Submittals are included under Section ' 01340, "Submittals". C. Standards: �� Refer to Section 01090,, '!Definitions and �Standards" for applicability of .industry standards to ' products specified. D. Selections: Procedural requirements governing the ' Contractor;'s selection of products and product options are included .under Section 01610, "Produat Handling" . ' 1. 3 DEFINITIONS A. Definitions used in this Articl`e- are not intended to change or modify the meaning of °other terms used in the ' Contract Documents. B. Substitutions; Requests f.or changes in the products, ' materials, equipment and methods of construction required by Contract Documents proposed by the Confractor after- award of the,�.Contract are considered requests for "substitutions". Ttie following are not ' consi;dered' substitutions: 1. Substitutions made during the bidding period, and � accepted .prior to award of Contract. 01630-1 ` ' ' � SECTION '03630 ' 8IIB8TITIITIONB AND PRODIICT OPTIONS CARMEL CLAY PIISL3C LIBRARY 2 . Revisions to Contract Documents required by the ' Owner or Architect. 3 . Specified options on products' and construction ' methods included in Contract Documents. 4. The Contracfor'.s determination of and compliance ' . with governing regulafions and orders issued by governing authorities. 1.4 SUBMITTALS ' A. Substitution Reauest �Submittal: Requests for t substitution will be ;considered if received within 30 days after cominencement of the Work. Requests received more than 30 days af}ter commencement of the Work may be considered or rejected at the discretion of the Owner. ' B.. Submit three (3) copies of each reque5t for. �substitution for consideration. Submit requests in the , form and in accordance;, ,with procedures required for Change Order 'Proposals. C. Identify the product, or the fabrication or ,. installation method to .be replaced in each zequest. Include related Specification Section and Drawing numbers. Provide documentation showing compliance with ' the requirements for substitutions, and the following information, as appropriate: 1. Product Data,, including drawings and descriptions , of products, fabrication and installation procedures. 2 . Samples, ' where applicable or requested. , 3. A detailed comparisom of significant• gualities of , the proposed substitution with those of the Work specified. - 4. Coordination. information, including a list of � changes or `modifications `needed to. other parts of the Work and to ooristruction performed by the Owner and separate Contractors, that will become ' necessary to accommodate the proposed • substitution. ' 01630-2 , � .,,�, � , ' SECTION 01630, SIIBBTITIITIONB AND PRODQCT, OPTIONB CARMEL CLAY PIIBLIC LIBRAItY � 5. A statement indicating the substitution's effect on the Contractor' s Construction'- SChedule compared ' to the schedule without approval; of the substitution. Indicate the effect of the proposed substitution on overall Contract Time. ' 6. Cost .�information, including ;a proposal of the net change, if any, in the Contract:•Sum. ' 7 . Certification by the Contractor that the substitufion;•proposed is equal to or better in every',significant �respect to' that required by the ' Contract Documents, and that it will perform adequate�ly in the•:application indicated. Include the .,COntractor's waiver of- rights to additional payment or ,,time, that may �subsequently become , necessary b'ecause of the failure. of the substifution to perform adequately. ' 8. Architect's Action: Within ,one week of receipt of the request for substitution, the Architect may requesf additional. information..or documentation 1 necessary for evaluatiom of, the request. Within 2 weeks ;of receipt of the request, or one week of receipt of: the add•itional ,information or • documentation, whichever is Later, the: Architect � will, aotify the Contractor of the Owner's acceptance or rejection of the proposed :substitution. If a decision •on use of a proposed � . substitute cannot be made or obtained within the time allocated, use the product specified by name. ' 9. Acceptance of substitutions, if any, will be in the form of a Change Order. PART 2 -: PRODIICTS ' 2 . 1•. SUBSTITUTIONS',: . ' A. Cond'itions: The Contractor's ,substitution request will be! considered by the Architect when one or more of the ,fol-lowing conditions are satisfie&; otherwise requests will be :returned without action except to record non- 1 compliance with these requirements. 1. Extensive revisions to Contract Documents are not _� required. 01630-3 '. . 1 �. SECTION OL630 ' SIIBSTITIITIONS AND PRODIICT OPTIONB • CARMEL CLAY PIIBLIC LZHRARY 2 . Proposed changes are in keeping with the .general ' •- intent o£ eontract Documents. 3 . The request is,'timely, adequately documented and ' properly submitted. 4 . The specified product or method of' construction ' cannot be,�provided within' �the Contract Time. The requesf will not be considered if the product .or meEhod cannot be 'piovided as. a result -of failure' , to pursue the Work °promptly or coordinate activities �properly. , 5. The. :specified product or method of construation ' cannot receiqe necessary� approval -by a governing authority, and the requested substitution can be approved.. � . ' 6. A substantial advantage is offered the Owner, in terms ,of cost, time, energy consideration, or other considerations of inerit, after deducting � , offsetting responsibilifies the, Owner :may',be required to bear. Addi£ional responsibil-ities for :' the Owner may include additional compensation to the Architect for- redesign and evaluation services, increased �cost of other^ construction by ' the. Owner or: separate Contractors, and similar � considerations. 7 . The specified ,product or method of construcfion .' cannot be.�provided .in a;:manner that is compatible with other materials and where the Contractor cert'ifies tliat the substitution will overcome the ' inoompatibility.. 8. The specified product or method of constr-.uction cannot be coordinated with other materials, and where the Contrac,tor certifies that the proposed ' substitution 'can be coordinated. 9. The specified product or method of construction ' cannot provide a, warranty required :by: tYfe Contract Documents and thene the Contractor certifies that the proposed -substitutioa provide the required ' warranty. 10. Where a proposed substitution involves ,more than 'I one prime Contractor, each Contractor shaTl 01630-4 , 1 ;. .�ke ' tSECTZON 01680 SIIBSTITUTIONS AND PRODIICT OPTIONS CARMEL CLAY PIIBLIC:'LIBRARY 1 cooperate with the 'other Contractors involved to coorciinate the Work, provide uniformity and ' consistency, and to assure compatibility of products. , B. The Contractor's submittal and Architect's acceptance of shop Drawings, Product Data or Samples that relate to construction activities not complying with the Contract Documents does not constitute an acceptable or 1 valid request .for substitution, nor does it constitute approval of a 'substitution. ' PART 3 - EBECIITZON (Not Applicable) ' ' • END OF SECTION ' � ' ' ' , 1 � ' , . , ' 01630-5 , � ' � SECTION 017T0, CONTRACT CL08EOUT C7►RMEL CLAY PIIBLIC 'LI°BRARY ' „ PART I - GENERAi, / A. RELATED REOUIREMENTS ' 1. Conditions. of the Contract: Eiscal provisions and additional administrative requirements. B. OPERATZON AND MAINTENANCE MANUALS ' 1. When constr'uction is completed,, "Operation and Mainteriance Manuals" are required for the Owner's use ' in operatinq and maintaining the facility. 2 . The "Operation and Maintenance Manual" is composed. of certificates, guarantees, bonds„ drawings, equipment , ' data, operating and maintenance instructions, and all , other relevant documents. ' 3 . At the appropriate time, furnish ..and deliver to the Construction Manager three (3,) separately bound sets of "Operation and� Maintenance Manuals" for Mechanical and ' Electrical work. Three (3) .sets of 'Data for other equiptuent and architectural specialties will be required from� other Contractors. ' 4 . Manuals .and 'Data for other work shall adequately describe equipment and systems with instructions for , . proper and efficient operation and maintenance by the 1 owner. 5. After the Mechanical and Electrical work has been ' inspected and„accepted by the Construction Manager, Architect/Engineer and Owner, the Contractors shall deliver the manuals to the Construction Manager for approval :within two (2) 'weeks': , , 6. Operation and maintenance data shall be reviewed and accepted prior to processing final application .for , payment. 7. Operation and Maintenance Instructionss The appropriate Contractors, accompanied by the ConsEruction Manager and the Architect/Engineer, shall t instruct the Owner's designated personnel as to the proper care; operation and maintenance of each , operation sysfem and. item of equipment. OT710-1 �� . '. , '. SECTZON 01710 ' . CONTRACT CLOSEOIIT CARMEL, CLAY PIIBLZC LIBRARY Obtain signed acknowledgement from Owner's personnel ' reCeiving such instruct'ions and submit copies to the � Construction Manager for distribution. ' 8. Manuals and Data shall consist of, but not be :limited to, the following: (Bind in a stiff cover, , properly identified witli the name- of the project, division or ' section of work, and name of the Contractor. Index thoroughly and accurately. ) a. Contractor,; Subcontractor and Maferial Supplier ' List b. Certificate of Substantial Completion. ' c. Guarantees/Warranties d. Certificates of Inspection ' e. Catalog photocopies. of all major equipment and/or ' component§, properly ;identified f. Wiring and ,control diaqrams g. Normal start-up and shut-down instructions '_ h: Normal operating chanacteristics, i:nstructions and ' procedures. i� Special emergency shut-down procedures, if applicable. ' j . Trouble-shooting charfs and procedures. Repair procedures. , k. Routine and normal preventative maintenance and servicing instructions. ' 1. Special cleaning <instructibns, including the care and maintenance of all finish materials and ': finishes on equipment. Instructions shall recommend the types of cleaning. agents and methods, ias well as cautionary •provisions regarding�agents. and methods detrimental to the ' equipment. m. Parts lists and names and addresses of nearest ' service outlets, distributors or manufacturer's 01710-2 ' t ,. � " 1 1 SECTION 01710 ;CONTRBCT CLOSEOIIT CARMEL CLAY PIIBLId LIHRARY , outlets for each piece of equipment. n. Any other pertinent information to enable the ' Owner's personnel to properly operate and maintain the equipment. ' ' C. RECORD DRAWINGS 1. Th'e Construction Manager' shall mainta-in in his field ' office one' complete set of Contract Documents for the sole purpose of recording all changes, errors, omissions, corrections; and discrepancies occurring ' during the course of the construction. 2 . Each Contractor (General Construction Work) shall be responsible for providing timely, complete and accurate t information �to the Construction Manager's Superintendent, for his recording and maintenance of a "Field Record Set of Documents. " �� 3 . The Mechanical and Electrical Contractors, each, shall also :maintain in their field office, one complete set ' of Contrac£ Documents for the sole purpose of recording aT1 -changes, errors, omissions, corrections, and discrepancies ,:occurring during the course of the construction. , ' a. Show location of underground mechanical and elecErical services, utilities and appurtenances, ' referenced to 'permanent surface improvements. b. Show location of interior mechanical and ' - electrical services, utilities `an3 appurtenances concea3ed in building, referencecl to visible and accessible features of the building. ' , c. Show all mechanical equipment in its actual instal3ed locations and. show all installed piping sizes; motor sizes, air volumes.; etc. ' ' ' d. Show all elec£rical equipment in :its actual insfalled looations, approximate feeder and branch circuit routing, and the circuit number of the ' actual feeder ,or branch circuit to which each electrical device has been conriected. ' . 01710-3 ' � ' � ' SECTION, 037;30 t CONTRACT 'CLOSEOIIT' CARMEL CLAY' PIIBLIC LIBRARY e. Refer to Divisions 15, and 16 for additional ' requirements pertaining to Plumbing, HVAC and , Electrical work. ' 4. At completion of the project, these "Eie1d. .Record D"rawings" shall Be reviewed as to accuracy and complefeness by the Contractors and- the Constr,uctioa , Manager, prior to the Construction Manager's submission to the Architect/Engineer for his preparation of the ":Final Record Drawings.!' � ' D. PUNCHLIST' PROCEDURE AND GOMPLETION 1. Af,ter each Contractor submits a list of items to, be ' completed or cor=ected, "as required by Paragpaph 9.7. 1 of the General. Condibions, fhe� Construction Manager and Architect may issue a reyised list of items '(punchlist)' , to be completed °or corrected. 2 . If and when this punchlist is required, the '. eonstruction Manager wi-11 issue each Contractor adequate number ;of copies ,;for his use and, distribution to his subcontractors. Each Contractor shall give ' prompt attention and devote his best effort to complete and/or correct his, work as soon as possible or w'ithin a reasonable period of time a5 determined_ by the Construction Manager. ' 3. Final. payment requests from Contractors will not be approved until the'ir wor-k. is completed ;and acceptable ' to fhe Construction Manager, Architect and Owner:. ' E. GUARANTEES%WARRANTIES • 1. It is hereby understood and agreed :by each Contractor 1 that he guarantees ;all work' performed� under his Contract, and said work sha11 be completed in ' accordance with the Contract Documents and be free from defective materials;, equipment and/or workmanship for a . period of. one (1) year from £he date of the Certificate ' of Substantial Completion, oT for such, longer period of time :as p'rescribed by fkie Contract Documents. 2: Except for abuse, neglect, or normal wear, the ' Contractor !shalT ;promptly correct defective materials, equipment and%or workmanship including any "other work which may be dispTaced or- "damaged in, so doing, at no ' cost to the Owner. 01710-4 ' ' � , . ,r ' ° , SECTION 017,10 CONTRACT CLOSEOOT CARMEL CLAY PIIBLIC LIHRARY ' 3 . Zn the event the Contractor fails to remedy such defects after reasonable time to make corrections, then , the Construction Manager or Owner may correct the work and the Contractor thereby shall fully and promptly reimburse the Owner. , F. FINAL RELEASE OR WAIVER OF LIEN 1. Prior to the ;issuance of the Certificate of Completion ' and the approval of final payment, each Contractor shall furnish to the Construction 'Manager a complete release of all claims and waiver of lien as required by ' Paragraph 9.7. 3 of the General Conditions. 2 . Each Contractor shall furnish a signed release to the Construction Manager, as follows: � "We waive our right to initiate any and all claims and liens against the Owner, Gonstruction Manager and , Architect after fina3 payment has, been made. We hereby state that all payrolls, bills for materials and equipment and other indebtedness connected �with our 1 work for which the Owner and his property might in any way be responsible, have been paid or otherwise satisfied. " , 3 . Signed release from subcontractors, sub-subcontractors, and material suppliers as required must be released prior to approval of final payment. ' 8. LIST OF GUARANTEES OR WARRANTIES IN EXCESS OF ONE YEAR , 1. Written Guarantees/Warranties from the Contractor and/or Manufacturer are required. 2 . Reference all technical specifications for a complete '" listing of such. ' END OF SECTION � ' ' 01710-5 , ' CARMEL CLAY PUBLIC.LIBRARY Bid Package 1/9647 � ' �Browning Day'Mullins Dierdorf Inc , SECTION 02080 - UTILITY'MATERIALS IPART 1 - GENERAL, ' 1.1 RELATED DOCUMENTS ` i 1 A. Drawings and genecal provisions of the Contract, including General and Supplementazy Conditions and Division:`1 Specification Sections, apply to this Section. ' 1.2 SLTMMARX � A. This Section includes the following utility.materials and methods to complement other Division•2 Sections: ' 1. Piping materials and installation instructions common to most piping systems. 2. Concrete base�construction,requirements. � ' 3. Nonshrink:grout forequipment installations. 4. Utility',piping demolirion. 5. Cutting and patching. � ' B. Pipe and:pipe fitting materialsaze specified in Division 2 piping Sections. C. Related Sections include the following: ' 1. Division 2 Section "Earthwork" for excavating, trenching, azid backfilling. :2. Division 3�Section."Cast-in-Elace Concrete" for bases and i}wsYrestraints. ' � 13 DEFINITIOIVS � � ' A: Ezposed Installations: Exposed to view outdoors, or subject to outdoor ambient temp�atures and weather conditions. � B. Concealed.Iristallations: Concealed from view and protected from weather conditions and , physical confact by'building'occupants, but subject to�outdoor ambient temperatures. Examples include installations within unheated shelters. ' 7/97 UTIL,ITY MAT'ERIALS 02080 - 1 ' CARMEL CLAY PUBLIC LIBRARY � Bid Package 1/9647 �Browning Day Mullins Dierdorf Inc ' C. The following aze industry abbreviations.for plastic materials: ' 1. PE: Polyethylene. 2. PVC: Polyvinyl chloride. , 1.4 SUBMITTALS ' A. Product Data: For identificatiori materials and devices. ' , 1.5 QUALIT.Y ASSURANCE ' A. Equipment Selection: Equipmenf of greater or lazger power, dimensions; capacities, and ratings may be fumished provided such.proposed equipment is approved.in writing and . , connecting mechanical.and'electrical services,;circuit breakers,conduit, motors, bases, aiid . equipment spaces aze increased. If larger equipment:is approved, no additional costs will be approved for these increases. .If minimum energy ratings or efficiencies of equipment ' aze specified, equipment must meet design requirements and commissioning requirements. 1.6 DELIVERY, STORAGE, AND HANDLING ' A. Deliver pipes and tubes with .factory-applied end caps. Maintain end caps through ' sfiipping, storage, and handling to prevent pipe-end damage and entrance of dirt; debris, and moistuie. ' B. Protect stored pipes and tubes from moisture and dirt. Elevate above grade. C. Protect flanges, fittings, and piping specialties from moisture and dirt: , " D. Storeplasticpipes protected from direct sunlight. Support to prevent sagging and bending. , � 1.7 SEQUENCING AND SCHEDULING ' A. Coordinate equipment installation with other components. B. Coordinate installation ofxequired supporting devices and set sleeves in poured-in-place ' ' 7/97 iJTILITY M.ATERIALS 02080 -.2 , , CARMEL CLAY PLTBLIC LIBRARY Bid P.ackage 1/9647: ' �Browning Day Ivlullins DierdorEInc � , concrete and other sUuctural components as they are:constructed. C. Sequence, coordinate, and.integrate installations of materials and equipment for efficient , flow of the Work. D. Coordinate connection of piping systems with other eacterior underground and overhead ' utilities and services, Gomply with requiremenu of�authorities having jurisdiction, franchised service companies, and controlling agencies. � PART2 - PRODUCTS ' 2.1 PIPE AND PIPE FITTINGS � A. Refer to individual Division 2 Sections for pipe and fitting materials and joining methods. ' B. Pipe Threads: ASME',B120.1 for factory-threaded pipe and pipe fiitings. ' 2.2 JOINING MATERI?,LS A. Refer to individual Division 2 piping Sections for special joining materials not listed 1 below. . , • ' B. Pipe=Flange Gasket'Materials: Suitable for chemical:and theanal conditions of piping system wntents. ' 1. ASME B16.21, nonmetallic, flat, asbestos free, 1/8-inch (32-mm) maacimum thickness,unless otherwise indicated. ' a. F.ull-Face Type: For flat-face, Class 125 cast-iron and cast-bronze flanges. b: ,Natrow-Face Type; fiqr.raised-face;Class•250 cast-iron and steel fianges. ' 2: AWW_A C11Q rubber, flat face, 1/8 inch(3:2 mm)thick; unless otherwise indicated; and full-face or ring type,�unless otherwise indicated.: ' C. F1ange Bolts and�Nuu; ASME B 18.2.1, carbon steel, unless otherwise;indicated. D. Plastic Pipe-Flange Gasket, Bolts, and Nuts: Type and material recommended,by piping ' system manufacturer, unless otherwise indicated. ' 7/97 LTT'ILITY MATERIALS 02080 - 3 ' CARMEL CLAY PUBLIC LIBRARY � ' Bid Package 1/9647 �Browning Day Mullins Dierdorf Inc ' E. Solvent Cemenu: Manufacturer's standazd solvent cements for.the following: '. 1. ABS PlasticPiping: ASTM D 2235, 2. PVC Plastic Piping. ASTM D 2564. Include primer according to ASTM F 656. , 3. ABS to PVC Plastic.Piping Transition: ASTIv1 D 3138. F. Plastic Pipe Seals: AST'M F 49.7,'elasfomeric gasket: ' , G. Flanged, Ductile=Iron-Pipe Gaskets,, Bolu, and Nuts: AWWA C110, rubber gasket, carbon-steel bolts and nuts. ' H. Couplings: Iron-body sleeve assembly, fabricated to match OD of plain-end, pressure ' PiP� 1. Sleeve: ASTM A 126, Class B, gray iron. 2. . Followers: -ASTM A 47 (ASTIvI A 47M) malleable iron.or AS'I`M A 336 ductile '; iron. 3. Gaskets: Rubber. ' 4. Bolts and Nuts: AWWA Cl l l. 5. Finish: Enamel paint. 23 IDENTIFI'ING DEVICES AND LABELS ' A. General: Manufacturer's standard products of categories and types required for each ' application as referenced in otherDivi9ion 2 Sections. If,more than'one type is specified for applicaUon,-selection is Installer's.option; but provide one selection for each�product category. ' � 2.4 GROUT � � A. Nonshrink,Nonmetallic Giout: ASTM-C 1107, Grade B. I' Characteristics: Post-hazdening; volume-adjusting dry, hydraulio-cement grout; ' nonstaining; noncoirosive; nongaseous; and recommended foririterior:and exterior applicauons. 2. Design Mix: SOOOpsig (34:51viPa), 28-day compressive`:strength. ' 3. Packagingc Premixed and factory'packaged. � . 1 P.ART-3 -EXECUTION ' ' ��97 UTIL.ITY MATERIALS 02080 -4 1 � CARMEL CLAY Pi1BLIC LIBRARY Bid Package 1/9647 ' �Browning DayIvlullins Dierdorf Inc ' 31 PIPING SYSTEMS = COMIvION REQUIREMENTS A. GeneraL Install piping as described below, unless piping Sections specify otherwise. , Individual Division 2 piping Sections specify unique pipi�installation requirements. B. General Locations and Arrangemenu; Drawing:plans,schematics, and diagrams indicate , general location and azrangement of piping systems. Indicated locaUons and anangements were used to size pipe azid calculate friction loss, expansion, pump sizing, and other design considerations. Install pipingas indicated, unless deviations to layout aze approved on 1 Coordination Drawings. ' C. Install piping at indicated.slopes. D. Install components with pressure rating equal to or greater than system operating pressure. ' E. Install piping free of sags and bends. ' F. Install fittings for changes in direction and branch connections. G. Install couplings accoiding to manufacturer's written instructions. � H. PipingJoint Conshiiction:� 7oinpipe and fittings as follows and as specificallyrequired in individualpiping Sections: ' L. Ream ends o£pipes.and tubes and removeburrs. Bevel plain ends of steel pipe. t 2. Remove scale, slag, dirt; and debris from inside and outside pipe and fittings before assembly. 3. Flanged'7oints: Align flange surfaces parallel. Selectappropriate gasket material, ' size, type, and thickness for service application. Install gasket concentrically positioned."Assemble joints by sequencing bolt tightening to make initial wntact of flanges and'gaskets as flat and parallel as possible. Use suitable lubricants on bolt ' threads. Tighten�bolts gradually and uniformly using torque wrench. 4. PlasticPipingSolvent-Cement Joints: Clean and dry joining surfaces bywiping with clean cloih or paper towels. Join pipe and fittings•according tathe:following: ' a. Gomply with ASTM F 402,for saf�handling.practice of cleaners,primers, and solvent cements. � - ' ' b. ABS Plastic Piping: ASTM D 2235 and ASTMD 2661. 'c. PVC Plastic,Pressure Piping: ASTM D 2672. ' d. PYC PlasUc,Nonpressure Piping: ASTM�Di2855. ' 7/97 LTTILITY MAT`ERIALS 02080 - 5 ' L CARMEL CLAY PUBLIC LIBRARY ' Bid Package 1/9647 �Browning Day Mullins Dierdorf Inc ' £ ABS to PVCPlastic,Nonpressure Transition Fittings: Procedure and solvent ' cement according to ASTM D 3138. 3.2 EQUIP1vIENT INSTALLATION- COMMON'REQUIREMENTS , A. Install equipment according to approyed submittal data. Portions of the Work,are shown onlyzin diagrammatic form. Re£er conflicts to Architect. , B_ Install equipmeni level and plumb,.except"as noted on plans. , C. Install equipment to facilitate service,, .maintenance, and repair or replacement of ' equipment;:components. ConnecG:equipment for ease of disconnecting, with minimutn ' interference with other installarions. 'Extend grease fittings to anaccessible location. D. Install equipment giving right of way.to piping systems installed at required slope. ' 33 CONCRETE BASES ' A. Construct concrete bases of dimensions indicated, but;not less than 4 inches (i50 mm) lazger in both directions than supported unit. Follow supporfed equipment manufacture�'s , setting templates for anchor bolt and tie l"ocations. Use 3000 psig'(20.7 MEa); 28-day compressive strength'concrete and`reinforcemerit as specified:in Division,3 Section, "Cast- in-P1ace Concrete." � 3.4 DEMOL,ITION � A. Disconnect;.demblish, and removework specified•in Division 2 Sections. � B. If pipe; insularion, or equipment.:to remain is damaged or disturbed,;remove damaged portions�and'install new product$.of equal capacity and quality. � C. Accessible'Work: Remove indicated exposed pipe in its entirety. D. Work•.Abandoned.in-Place; Cut and';remove undergound pipe a,minimum of 2 inches � (50 mm)`beyond face of adjacent cocist�uction. Cap andpatch surface to match.existing finish. a E. Remoyal:_ Resnove indicated equipment from Project site: F. Temporary Disconnection: Remove, store, clean, reinstall, reconnect; and make � � 7/97 UTILITY MATERIALS 02080 - 6 � ' CARMEL CLAY PUBLIC LIBRARY BidPackage 1/9647 ' �Browning Day Mullins Dierdod Inc , operational equipment indicated for relocation. 3:5 CUTTING AND PATCHING '. A. Cut, channel, chase„and drill floois,walls,partitions, ceilings, and other surfaces necessary ' for utility piping installations. Perform cutting by skilled mechanics of trades involved. B. Repaiccut surfaces to match adjacent surfaces. 1 ' END OF SECTION 02080 � ' ' ' ' ' ' ' . 1 ' ' ' " 7/97 UTIL.ITY MAT'ERIALS 02080 - 7 ' - ' CARMEL CLAY EUBLIC LIBRARY Bid Packagel/9647 ' �Browning Day Mullins.Dierdorf Inc ' CF,('TION 02110 - SiTF (' .FARiNC. , PART 1 - GF. RAT. � Lj RF.i.ATFD�DO('iTMRNT� A. Drawings and general provisions of the Convact, including General and Supplementary ' Conditions and Divisipn'1 Specification Sectirnis;apply to this Section. � 1.2 CiTMMARY , A. This Sec4ion includes the following: 1. Protection of existing trees indicated to remain. ' 2. Removal of trees and other vegetation. 3. Topsoil stripping. 4. Clearing and grubbing. ' ; 5. Removing above-grade improvements. 6. Removing below-grade improvements. ' 13 PR07ECT('nNDITTONS ' A. Traffic: Conduct,site-clearing operations to ensure minimum interference with roads, streets, walks, and other adjacent occupied or used facilities. Do not close or obstruct ' streeu, walks, or other occupied or used facilities without permission from authorities having jurisdiction. ' B. Protection of Eacisting Improvemenu: Provide protections necessary to prevent damage to existing improvemenu indicated to remain in,place. ' 1. Protect improvements on adjoining properties�and on Owner's property. 2. Restore damaged improvements to their original condition, as acceptable to pmperty owners. ' C. Protection of F�isting Trees and Vegetation: Protect existing Vees and other vegetation indicated to remain in place against unnecessary cutting, breaking or skinning of roots, ' skinning or bruising of bazk, smothering of trees by stockpiling wnstruction materials or:excavated materials within drip line, excess foot or vehicular traffic, or parking of ' � vehicles within drip line. 7/97 SITE CLEARING 02110 - 1 ' CARMEL CLAY PUBLIC LIBRARY � Bid Package 1/9647 �Browning Day Mullins Dierdorf Inc ' Provide temporary guazds to protect trees and vegetation to be left standing. 1. Water trees and other vegetation to remain within limits of contract work as , required to maintain their health during course of construction operations. 2. Provide protection for roots over 1-1/2 inch in diameter that are cut during , construction operations. Coat cut faces with an emulsified asphalt or other acceptable coating formulated to use on damaged plant tissues. Temporarily cover exposed roots with wet burlap to prevent roots from drying out; cover with earth � as soon as possible. 3., Repair or replace'trees and vegetation indicated to remain that aze damaged by construction operations in a manner acceptable to`Architect. Employ a licensed �, arborist to repair damage to trees and shrubs. 4. Replace trees that cannot be repaired and restored to full-growth status,� as � determined by arborist. D. Improvements on Adjoining Property: Authority for performing removal and;alteration ' work on property adjoining Owner'sproperty will be obtained by Owner prior to award of contract. 1. Extent of work on adjacent property is indicated on�Drawings. ' ' . E. Salvable Improvements: Garefully remove:items indicated to be salvaged and store on � Owner's premises where indicated or directed. l,g RXICTIN('. SERVICES ' A. General: Indicated locations are approximate; determine exact locations before , commencing Work. B. Arrange and pay for disconnecting, removing, capping, and plugging utility services. ' Notify affected utility companies in advance and obtain approval before starting this Work. � C. Place mazkers to indicate location of disconnected services. Identify service lines and capping locations on Project Record Documents. ,. , . ' . ' 7/97 SITE CLEARING 02110 - 2 , ' CARMEL CLAY PUBLIC LIBRARY Bid Package 1/9647 � �Browning Day Mullins Dierdorf Inc PART 2 - PRODU(:TS �Ipt�nnlicablel � PART 3 - EXF,('iTTTON t 3�j SITF . .F.ARTN('. ' A. GeneraL• Remoye trees, shrubs; grass, and other- vegetation, improvements, or obstructions, as recjuired, to permit installation of new construction. Remove similar , items elsewhere on,site or,premises as specifically indicated. Removal includes digging out and off-site disposal of stumps and roots. ' 1. Cut minor roots and branches of trees indicated to remain in a clean and careful manner where such roots and branches obsuuct instal�ation of new consttuction. ' B. Topsoil: Topsoil is d�ned as friable clay loam surface soil found in a depth of not less . than 4 inches. Satisfactory topsoil is reasonably free.of subsoil, clay lumps, stones, and � other objects over 2 inches in diameter, and without wceds, roots, and other objectionable material. ' 1. Strip topsoil to whatever depths encountered in a manner to prevent intermingling with underlying subsoil or other objectionable material. Remove heavy growths of grass from areas before stripping. � . a. Where exisUng uees are indicated to remain, leave existing topsoil in place within drip lines to prevent damage to root system. ' 2. Stockpile topsoil in storage piles in areas indicated or directed. Construct storage � piles to provide free drainage of surface water. Cover storage piles, if required, to prevent wind erosion. 3. Dispose of unsuitable or excess topsoil as specified for disposal of waste material. ' C. Clearing-and Grubbing: Clear site of trces, shrubs, and other vegetation, except for those indicated to be left standing. ' l. Completely remove stumps, roots, and other debris protruding through ground surface. � 2. Use only hand methods for gvbbing inside drip line of trees indicated to remain. 3. Fill depressions caused by clearing and gubbing operations with satisfactory soi] material, unless further excavation or earthwork is indicated. e � 7/97 SIT'E CLEARING 02110 - 3 � ; CARMEL CLAY PUBLIC LIBRARY t Bid Package 1/9647 �Browning Day Mullins Dierdorf Inc � a. Place fill material in horizontal layers not exceeding 6 inches loose depth, and thoroughly compact each layer to a density equal to adjacent original ' � ground. D. Removal of Improvements: Remove existing above-grade and below-gade ' improvemenu as indicated and as necessary to faci�itate new construction. 1. Abandonment or removal of certain underground pipe or conduits may be:indicated , on mechanical or electrical drawings and is included under work of related Division 15 and 16 Sections. Removing abandoned underground piping or � conduits interfering with consUuction is included under this Section. , 3� DiCPOC�T OF WASTE MATERi;4i.S � A Burning on Owner's Property: Buming is not permitted on Owner's.property. ' B. Burning on Owner's Property: Burning will be permitted only at designated azeas and times directed by Ownec Provide+full-time"monitoring for buming-maferials until fires . ' ue extinguished. C. Removal to Owner's Spoil 'Area; Transport noncombustible waste materials and ' unsuitable topsoil materials to designated spoil areas on Owne�s pmperty and dispose of as directed. D. Removal to Owner's Spoil Area: Transport waste materials and unsuitable topsoil ' materialsto designated spoil areas`,'on Owner's property and dispose of as directed: E. Removal from Owner's Property: Remove waste:materials and unsuitable or excess ' topsoil from Owner's property. ' END OF SECTION 02110 ' ' � ' 1 7/97 SITE CLEARING 02110 -4 1 ' CARMEL CLAY PUBLIC LIBRARY Bid Package 1/9647 , �Browning Day Mullins Dierdorf Inc ' CECTION 02200 - EARTHWORK ' PART 1 - CENERAi. , Lj RF.i.A .D DO . TMFNTS ' A. Drawings and general provisions of the ConVact, including General and Supplementary Conditions and Division 1 Specification-Sections;apply to this Section. ' 1.2 SiTMMARY ' A. This Section includes the following: � 1. Preparing and grading subgrades for slabs-on-grade, walks, pavements, and landscaping. 2. Excavating and backfilling for buildings and structures. , 3. Drainage and moisture-control fill course for slabs-on-gade. 4. Subbase course for�walks and pavements. 5. Subsurface drainage bacl�ill for walls and trenches. ' 6. Excavating and bac�lling trenches within building lines. 7. Excavating and'bac�lling for.underground mechanical and electrical utilities and appurtenances, ' 8. Establishment of final gades in lawn and planting areas including supply of any additional topsoil.required: 9. Installation of steel edging and aggregate beds. ' B. Related Sections: The Following Sections contain requirements that relate to this Section. ' 1. Division 2 Section "Site Clearing" for site stripping, gubbing, topsoil removal, and Vee protection. ' 2. Division 2 Section "Foundation Drainage Systems" for footings, underslab, and wall drainage. 3. Division 2 Section "Temporary seeding" for seeding and hydromulching of all disturbed.areas. ' 4. Division 3 Section "Cast-In-Place Concrete" for wncrete encasings, cradles, and appurtenances for uYility systems. 1 � 7/97 EARTHWORK 02200 - 1 � CARMEL CLAY PUBLIC LIBRARY i Bid Package 1/9647 �Browning Day Mullins Dierdorf Inc ' 1� DEFII�TITIONS ' A. Excavation consisu of the removal of material encountered to subgrade elevations and the reuse or disposal of materials removed. ' B. Subgrade: The uppermost surface of an excavation or the top surface of a fill or backfill immediately below subbase, drainage fill, or topsoil maferials. ' C. Borrow: • Soil material obtained off-site when sufficient approved soil material is not available from excavations. ' D. Subbase Course: The layer placed.between the subgrade and base course in a paving ' system or the layer placed between the subgrade and surface of a"pavement or walk. E. Base Course: The layer placed between fhe subbase and surface pavement in a paving. t system. F. Drainage Fill: Course of washed ganular maferial supporting slab-on-grade placed to � cut off upwazd capillary flow of pore water. G. Unauthorized excavation consists .of remoying materials beyond indicated subgrade ' elevations or dimensions without direction by the Engineer. Unauthorized excavarion, . as well as remedial work directed bythe Engineer, sha71 be at the Contractor's expense. H. SUuctures: Buildings, footings, foundations; retaining walls, slabs, tanks, curbs, ' mechanical and electrical appurtenances, or other man-made stationary features ' constructed above or belowground surface. I. Utilities include on-site underground' pipes, conduits, ducts, and cables, as well as , underground services within building iines. �Q CURMITTAT.0 t A. General: Submit the following according to the Conditions of the Contract and Division ' 1 Specification Sections. B. Product data for the following: - , 1. Each type of plastic warning tape. 2. Filter fabric. ' 3. pH and soil makeup test for all topsoil to be used on the project. � 7/97 EARTHWORK 02200 - 2 1 �, ' CARMEL CLAY PUBLIC LIBRARY Bid Package 1/9647 ' �Browning Day Mullins DierdorFInc 1 C. Samples of the following: 1. 12-by-12-inch sample of filter fabric. ' 2. Topsoil (if additional is required from off-site sources). 3. Washed river gravel aggregate 1 1/2" in diameter. ' D. Photographs of existing adjacent structures and site improvemenu. ,, ' ]� �ji_AT.ITY ASC TRAN('R ' A. Codes and Standards: Perform earthwork complying with requirements of authorities having jurisdiction. ' B. Testing and Inspection Service: Owner will employ a qualified independent geotechnical engineering testing agency to classify proposed on-site and borrow soils to verify that soils comply with specified requirements and to perform required field and laboratory ' testing. C. Preinstallation Conference: Conduct conference at Project site to comply with � requirements of Division 1 Section "Project Meetings." r 1. Before commencing earthwork, meet with representatives of the governing 1 authorities, Owner, Architect, Engineer, consultanu, Geotechnical Engineer, independent testing agency, and other concerned entities. Review earthwork , procedures and responsibilities including testing and inspection procedures and requirements. Notify participants at least 3 working days prior to convening coriference. Record discussions and agreements and furnish a copy to each ' participant. ' Lf PR07ECT CONDITI(�NC A. Existing Ufilities: Do not interrupt existing utilities serving facilities occupied by the ' Owner or others except when permitted in writing by the•Engineer and then only after acceptable temporary utility services have been provided. ' 1. Piovide a minimum 48-hours'notice to the Engineer and receive written notice to proceed before interrupting any utility. ' B. Demolish and completely remove from site existing underground utilities indicated to be removed. Coordinate with utility companies to shutoff services ifiines are active. ' 7/97 EARTHWORK 02200 - 3 ' / CARMEL CLAY PUBLIC LIBRARY ' Bid Package 1/9647 mBrowning Day Mullins Dierdorf Inc ' PART2 - PRODII('TS ' �j �pTi. MATFRTAT.4 ' A. General: Provide approved borrow soil materials from off-site when sufficient approved � soi] materials are notavailab}e from;excavations. ' � B. Satisfactory Soil Materials: ASTM D 2487 soil classification goups GW,GP, GM, SW, SP, and.SM; free of rock or gravel larger than 2 inches in any dimension, debris, waste, ' frozen materials, vegetation and other deleterious matter. C. Unsatisfactory Soil Materials: ASTM D 2487 soil classification groups�GC; SC, ML, ' MH, CL,CH, OL, OH, and PT. D. Backfill and Fill Materials: Satisfactory soiImaterials. ' E. Subbase and Base Material:�Naturally or�cially�raded mi�cture of natural or crushed ' gravel, crushed stone, and natural or crushed sand, ASTM D 2940, with at least 95 percedt passing a 1-1/2-inch sieve and not more than 8 percent passing a No. 200 sieve. F. Engineered Fill: Subbase or.base materials. � G. Bedding Material: Subbase or base materials with 100 percent passing a t-inch sieve and t not more than 8 percent passing a No. 200 sieve. H. Drainage Fi1L Washed, evenly graded mixture of cnished stone, or crushed.or uncrushed ' gravel, ASTM D 448, .coarse aggregate g�ading size 57, with. 100 percent passing a 1-1/2-inch sieve and not more than 5 percent passing a No. 8 sieve. ' I. Filtering Material: Bvenly:gaded mixture of natural or crushed gravel or crushed stone and natural sand,with 100 percent passing a 1-1/2-inch sieve and 0 to 5 percent passing ' a No. 50 sieve. - J. Impervious Fill: Clayey gravel and sand mixtiue capable of compacting.to a dense state. ' K. Topsoil: Friable clay7oam swface soil:found in a depth of not less than 4". Satisfactory topsoil is reasonably free of subsoil, clay lumps, stones, and.other objects over 2" in , diameter, and without weeds, roots;:and otherobjectionable material. Topsoil shall be free of toxic materials and shall be tested for pH and adjusted if required to a range of 6.0 - 7.0. Topsoil shall also be,tested for percentage of sand, sildclay and organic matter. ' ' �/9'7 EARTHWORK 02200 - 4 , ' ' CARMEL CLAY PUBI;IC LIBRARY Bid Package 1/9647 ' �Browning Day 1VIu11insDierdorf Inc ' 2,.2 AC'C'F.SCORTFC A. Waming Tape: Acid-and alkali-resistant polyethylene film waming tape manufactured. ' for marking and identifying underground utilities, 6 inches wide and 4 mils thick, continuously inscribed with a description of the utility. � B. Detectable Warning Tape: Acid- and alkali-resistant polyethylene film waming tape manufactured for marldng and identifying underground utilities, 6 inches wide and 4 mils thick minimum, continuously inscribed with a description of the utility, with metallic ,' core encased in a,pmtective jacket,for conosiomprotecUOn, detectable by metal detector when tape'is6uried up to'2'-6" deep. � ' 1. Tape Colors: Provide tape wlors to utilities as:follows: ' a. Red`. Electric. b. Yellow: •Gas, oil, steam, and dangerous materials. c. Orange? Telephone'and other communications. ' d. Blue: Water systems. e. Green: Sewer systems. ' C. Filter -F,abric:. Manufacturer's standard nonwoven pervious geote�ctile fabric of polypropylene, nylon'or polyester fibers, or a combination. ' 1. Provide.filter fabrics that meet or exceed the listed minimum physical propeRies determined,according to ASTM D 4759 and the referenced standazd test method . ' in parentheses: a. Grab Tensile Strength (ASTM D 4632): 100;1b. , ' b. Apparent Opening Size (ASTMD 4751): #100 U.S. Standard sieve. c. Permeability (ASTM D 4491): 150 gallons per minute per sq. ft. , PART 3 -EXF.G?i1TTON I3� PItF.PARATION ' A. Protect swctures; utilitie"s, sidewalks; pav„ements, and,:other=facilities from damage causedby settlement, lateral movement, undermining,washout,-and other hazards created ' by earthwork operations: B. Erotect subgrades and foundation soils against freezing temperatures or frost. Provide � profective insulating materials as necessary. 7%97 � EARTHWORK 02200 - 5 � � CARMEL CLAY PUBLIC LIBRARY ' Bid Packagel/9647 �Bro�ming Day Mullins Dierdorf Inc ' C. Provide erosion control measures to prevent erosion or displacement of soils and ' discharge of soil-bearing water runoff or airborne dust to adjacent properties and walkways. D. Tree protection is specified in the'Division2 Section "Site Clearing.° � i.2 DEW?:TERTNC, ' A. Prevent surface water and subsurface or ground water from entering excavations, from ' ponding on prepared subgrades, and fcom flooding Project sife and surrounding area. B. Protect subgrades and foundation soils from softening and damage by rain or water ' accumulation. 1 3� RX('AVATION A. Explosives: Do not use explosives. , : B. Unclassified Excavation: Excavation is unclassified and inclUdes excavation to required , subgrade elevations regardlessof the character ofmaterials and obstructions encountered. 3�4 CT RII.iTY�F EXGAVATIONS ' A. Comply with local codes, ordinances, and requirements of authorities having jurisdiction ' to maintain stable excavations. , � 3� FYC'AVATiON FOR STR T . 1RRC A. Excavate to indicated elevations and dimensions within a tolerance of plus orminus 0.10 � � foot. Extend excauations a,sufficient distance,from structures for placing and removing concrete formwork, installing services and other construction, and for inspections. � 1. Fatcavations for Footings and Foundations: Do not disturb bottom of excavation. Excavate byhand to,final grade just before placing concrete reinforcement. Trim a bottoms:to required lines and grades to leave solid base to receive other work. 2. Excavation for Underground Tanks, Basins, and Mechanical or Electrical Appurtenances: Excavate to elevations and dimensions indicated within a tolerance � of plus or minus O.lO.foot. Do not disturb bottom of excavations intended for bearing surface. � � 7/97 EARTHWORK 02200 - 6 � ' CARMEL�CLAY PUBI;IC LIBRARY . Bid Package 1/9647 ' �Browning Day Mullins'pierdorf Inc � I3� FX('AVATION FOR W T,KS ATVD PAVEMENTS ' A. Excavate surfaces undei walks and pavements to indicated cross sections, elevations, and grades. ' 3� FX('AVATION FOR TT iTY FN S ' A. Excavate trenches to indicated slopes, lines, depths, and invert elevations. , . ' 1. Beyond building perimeter, excavate trenches to allow installation of top of pipe below frost line. ' B. Excavate trenches to unifomi'widths to provide a working clearance on each side of pipe or conduit. Excavate trencfr walls vertically from trench bottom to 12 inches higher than top of pipe or wnduit, unless otherwise indicated. � 1. Clearance: As indicated t C. Trench Bottoms: Bxcavate and shape Vench bottoms_and install bedding material as indicated to pmvide uniform bearing and support of pipes and conduit. Shape subgrade ' and bedding•material to provide continuous suppoR for.,bells,joints, and bazrels of pipes and forjoints;fittings;:and bodies of conduits. Remove stones and sharp objects to avoid point loading. ' 1. For pipes or conduit less than 6 inches in nominal diameter and flat-bottomed, multiple-duct conduit units, hand-excavate trench bottoms and support pipe and ' conduit on�a liedding course. 2. For pipes and conduit 6 inches or larger in noininal diameter, shape bottom of trenck to support bottom 90 degrees of pipe circumference on a bedding course. ' Fill depressions with tamped sand backfill. 3. Where,encountering unyielding bearing surface, carry:trench excavation 6 inches belo�vinvert�elevation to receivebedding course. ' �$ APPROVAi OF 4 TRC' pnF ' A. Notify Engineerwhen excavations have reacfied required subgrade. ' B. When Engineer determines that unforeseen unsatisfactory soil is present, continue excavation and replace�with compacted bacl�ill orfill materiai as directed. ' 7/97 EARTHWORK 02200 - 7 ' � � ' CARMEL CLAY PUBLIC LIBRARY ' Bid Package 1/9647 �Browning Day Mullins Dierdorf Inc ' 1. Unforeseen additional excavation and replacement material will be paid according ' to the Contract provisions for changes in Work. C. Reconstruct subgrades damaged by freezing temperatures, frost, raiq accumulated water; ' or construction activities, as directed by the Engineer. �Q i7NAiTTHORT7F.D F.XCAVATiON ' . A. Fill unauthorized excavation under foundations or wall footings by extending,indicated ' bottom elevation of concrete foundation or footing to e�ccavation:bottom, without altering required top elevation. Lean concrete;fill may be used to bring elevations to proper , position when acceptable to the Engineer. 1. Fill unauthorized eaccauations under other constrvction as directed.by the Engineer. ' B. Where indicated widths of utility trenches are e�cceeded, provide stronger pipe;or special installarion procedures, as required by the Engineer. ' 3„IQ. STORA(}F. OF 40 . A RTpi:4 ' A. Stockpile excavated materials acceptable for topsoil, bacld'ill�,and fill soil materials, � including acceptable.bocrow materials: Stockpile soil materials without,intecmixing. ' Place, gade, and shape stockpiles.to drain surface water. Cover to prevenYwind-blown dust. , 1. Stockpile soil materials"away from edge of excavations. Do not store within drip line of remaining trees. , 3� �AC:KFILL � ' A. Bac�ll,excavations promptly, but not before,completing the.following: 1. Acceptance of constiuction below finish grade including, where applicable, ' dampproofing, waterproofing; and perimeter insulation. 2. Surveying locations of underground utilities for record documents. , 3. Testing, inspecting; and approval of underground utilities. 4. Concrete formwork removal. 5. Removal of trash and debris from excavation. 6. Removal of temporary shoring and:bracing, and sheeting. 1 7/97 EARTHWORK 02200 - 8 ' ' CARMEL CLAY PUBLIC LIBRARY Bid Package 1/9647 ' �Browning Day Mullins Dierdorf Inc ' 7. Installing permanent or temporary horizontal:bracing on horizontally supported walls. ' �12 ITTILITY TIZNCH BACKFILL A. Place and compact bedding course. Shape bedding course to provide continuous support ' for bells,joints, and bazrels of pipes and for joints, fittings, and bodies of conduits. B. Concrete bacl�ill trenches that carry below or passunder footings and that are excavated ' within.1_8 inches of footings,-Place concrete to l$vel'of bottom of footings. ' C. Provide 4-inch-thick concrete base slab support.for piping or conduit less than 2'-6" below surface of roadways:.,After:installarion and testing,;:completely encase piping or conduit in a minimum of 4 inches of concrete before bacld'illing or placing roadway , subbase. D. Place and compact initial bac�ll of satisfactory soil material or subbase material, free , of particles larger than 1 inch, to a height of 12 inches over the utility pipe or conduit. ' 1. Cazefully compact material under pipe haunches andbring backfill evenly up on ' both sides and along;the#'ull length of utility pipingor wnduit to avoid damage or displacement of utility.system. 1 E: Coordinate bacl�illing with utilities testing. ' F. Fill voids with approved backfill materials as shoring and bracing, and sheeting is removed. ' G. Place and compact final backfill of satisfactory soil material to final subgade. H. Install waming tape duectly above utiliries, 12 inches below finished grade, except 6 ' inches below�subgrade under pavements and slabs: ' 3� CiTRCiJRFA DRAiN:A . •BA -:KFiLI. A. Subsurface Drain: Place,a layer of fiher fabric around perimeter of drainage Vench or ' at footing;,as indicated: Place a 6-inch compacted.course of filtering material on filter :fabric to�support drainage pipe. After installing and tesung, encase drainage pipe in a ' minimum .of 6 inches ,o£ compacted filtering materiaP and wrap in filter fabric, overlapping edges<at least 6 inches. , B. Drainage Bac�ll: Place and compact drainage bac�ll of filtering material over 7/97 • � EARTHWORK 02200 - 9 � CARMEL CLAY PUBLIC LIBRARY ' Bid Package 1/9647 �Browning Day Mullins Dierdorf Inc ' subsurface drain, in width indicated, .to within 12 inches of final subgrade. Overlay , drainage bac�ll with orie layer of filter fabric, overlapping edges at least 6 inches. C. Impervious Fill: Place and compact impervious fill material over drainagebacl�ill to ' final subgrade. �14 FII.,L ' A. Preparation: Remove vegetation, topsoil, debris, wet, and unsatisfactory soil materials, ' obstructions, and deleterious materials frocn ground surface prior to placi�fiils. 1. Plow strip,or break up slopedsurfaces'steeper.than 1 vertical to 4 horizontal so fill ' material will bond with existing surface, B. When subgrade or existing ground.gurface to receive fill has a density less than that ' required for fill,break up ground surface to,depth required, pulverize, moisture-condition or.aerate soil and recompact to required density. ' C. Place fill material in layers torequired elevations for each location listed below. 1. Under grass, use satisfactory excavated or bocrow soil material,. , 2. Under walks and pavementc, use subbase or base material, or satisfactory excavated or bonow soil material. - ' 3. Under steps and ramps, use subbase material. " 4. Under building slabs, use drainage_fill material. , 5. Under footings and foundations, use engineered fill. 3�4 MOISTiJRE CONTROL ' A. Uniformly moisten or aerate subgade and each subsequent fill or backfill layer before , compaction to within 2 percent of optimum:moisture content. 1. Do not place bacl�ill or fill material on surfaces that are muddy, frozen, or contain , frostor ice. 2. Remove and replace, or scarify and air-dry satisfactory soil material that is too wet to compact to specifieddensity. , a. Stockpile or spread and dry removed wet satisfactory soil material. ' 3�¢ OMP(�_ A('.TTnN ' 7/97 EARTHWORK 02200 - 10 ' ' CARMEL CLAY PUBLIC LIBRARY Bid Package 1l9647 ' �Browning Day Mullins Dierdorf Inc ' A. Place backfill and fill materials in layers not more than 8 inches in loose depth for material compacted'by heavy compaction equipment, and not more than 4 inches in loose , depth for material compacted by hand-operated tampers: B. Place bacl�ill and fill materials evenly,on all sides of structures to required elevations. ' Place bac�ll and fill uniformly along the full length,of each structure. ' C. Perbentagerof Ivlaximum Dry Density Requirements: .Compact soil to not less than the following percentages.of maximum dry density according to ASTM D 1557: ' 1. Under stnictures,building slabs, steps, and pavements, compact the top 12 inches below subgrade.and each layer of bac�ll or fill material at 95 percent maacimum dry density. , 2. Under walkways,.compact the top 6 inches below subgrade and each layer of backfill or fill material at 95 percent maximum dry density. 3. Under lawn or unpaved areas, compact the top 6 inches below subgrade and each ' layer of bacl�ill or fill material aY 90 percent ma�cimum dry density. ' � rRAI�IN . A. General: Uniformly grade azeas to a smooth surface, free from irregular surface changes. 1 Comply wit}i compaction requi�ements and grade to cross sections, lines, and elevations indicated. • ' 1. Provide a smooth transition between existing adjacent grades and new grades. 2. Cut out soft spots,fiil low spots, and trim high spots to wnfonn to required surface , tolerances. 3. Install stockpiled topsoil and supply addirional:as reguired to provide 6" minimum compacted layer of topsoil in all lawcis and planting areas. � B. Site Giading: Slope grades,to duect water away from buildings and to prevent ponding. Establish finish and subgrades to required elevations.within the following tolerances: ' • 1. Lawn or Unpaved Areas: Plus or minus 0.]0 foot: , ' 2. Walks: Plus or minus 0.10 foot. 3. Pavements: Plus or minus l/2=inch. 1. ' C; C7rading Inside Building Lines: Finish subgrade to a tolerance of 1/2 inch when tested with a 10-foot straightedge. ' 7/97 � � � EARTHWORK 02200 - 11 ' CARMEL CLAY PUBLIC LIBRARY ' Bid Package 1/9647 �Browning Day Mullins Dierdorf Inc ' � crTRBASF AND BASR �OiTRSES '. A. Under pavements and walks, place subbase wurse material on prepazed subgrades. Place base course material over subbases torpavements. ' 1. Compact subbase and base couises at optimum moisture content to required grades, lines, cross sections and.thickness to not less than 95 percent of ASTM D 4254 ' relative density. 2. Shape subbase and base to required crown elevations and cross-slope grades. 3. When thickness of compacted subbase or base course is 6 inches or less, place ' materials in a single layer. 4. When thickness of compacted subbase or base course: exceeds 6 inches, place materials in equal layers, with no layer more than 6.;inches thick or less than 3 , inches thick when compacted. ' �12 n arntAC, .Frr.T. A. Under slabs-on-grade, placg drainage fill course on prepared subgrade. ' l. Compact drainage filt to required cross sections and thickness. ' 2. When compacted thickness of'drainage;fill is 6 inches or less, place materials in a single layer. � 3. When compacted thickness of drainage fill exceeds 6 inches thick place materials t in equal layers,with no layer more.than 6 inches thick nor less than 3 inches thick -when compacted. 3�Q AC',('*RF('ATF.BF.D4 ' A. Install 6" layeP of 1 1/2" diameter washed river gravel aggregate over filter fabric in areas t noted. Install 3/16" x 4"�black painted steel edging (Ryersons or.equal) as a separation strip between aggregate beds and lawn.or future planting beds. � 3 21 FiFi D �iTAi.ITY CONTROL A. Testing Agency Services: Allow testing agency to inspect and test each subgade and , each fill or bacl�'ill layer. Do not;proceed until test results for previously completed work verify compliance with requirements. , 1. Perform field in-place density tests according io ASTM D 1556 (sand wne method), ASTM D 2167 (rubber balloon method), or ASTM D 2937 (drive ' cylinder method), as applicable. 7/97 ' EARTHWORK 02200— 12 ' 1 '' CARMEL CLAY PUBLIC LIBRARY Bid Package 1/9647 ' �Browning Day Mullins Dierdoif Inc ' a. Field in-place density tests may also be performed by the nuclear method according toASTM D 2922,provided thaYcalibration curves aze periodically checked and adjusted to correlate to tests performed using AST'M D 1556. With each density calibration check, check the calibration curves furnished ' . with the moisture gages according:to AST1G1'D 30:17. b. When field in-place density tests are performed using nuclear methods, make ' calibration checks of both densiry and moisture gages at beginning of work, . - �"on each:diffeient type of material encountered`,;and at intervals as directed ' by the Engineer. 2: ' Footing Subgrade; At footing subgrades, perform at least one test of each soil ' stratum to verify design bearing capacities. Subsequent verification and approval of other footing,subgrades may be.based on a visual comparison of each subgrade with related'tesfed strata when acceptable to the Engineer. ' 3. Paved and_Building Slab Areas: At subgade and at each compacted fill and backfill layer, perform,at least one field in-place density test for every 2,000 sq. ft. or less of paved•azea or building slab, but in no case fewer than three tests. 4. Foundation Wall Bacl�'i1L In each compacted'bac�llJayer,perform at least one , field in-place density test for each 100 feet or less of wall length, but no fewer than two tests along,a wall face. ' S. Trench Bacl�ill: In each compacted initial and final bac�ll layer; perform at least one field in-place density test for each 150 feet or less of trench, but no fewer than two tests. ' B. When testing agency reports that subgrades,fills,or bacl�'ills aze below specified density, ' scarify and moisten or aerate, or remove and replace soil to the depth required, recompact and retest until iequired density is obtained. ' �.22 PROTE('TION ' A. Protecting Graded Areas: Protect newly graded areas from traffic, freezing, and erosion. Keep free of uash and debris. ' • B. Repair and re-establish grades to specified tolerauces where completed or partially completedsurfaces become eroded, nmed,-settled, or lose dompaction due to subsequent construction operations or weather conditions. ' 1. Scarifyor remove;and;replace material to depth directed by theEngineer; reshape ' and recompact at optimum moisture content to the required density. C. Settling; Where-settling occurs during the Project correctiom period, remove finished surfacing,bac�ll with additional approved material, compact, and reconstruct surfaci�. ' 7/97 EARTHWORK 02200 - 13 , CARMEL CLAY PUBLIC LIBRARY , Bid Package 1/9647 �Browning Day Mullins Dierdorf Inc , 1. Restore appearance, quali;y; and condition of finished surfacing to match adjacent ' work, and eliminate evidence of restoration to the greatest e�ctent possible. 3� nicPOS T OF 4 TRPT iT4•AND WACTF:MATFRiAi.S ' A. Disposal; Remove surplus satisfacto .ry soil and waste material, including ' unsatisfactory soil, trash; and debris, and legally dispose of_it off'the Owner's ProPertY. . ' END,OF SEGTION 02200 , t ' t ' ' . 1 ' t 1 ' ��g� EARTHWORK 02200 - 14 ' 1 `' CARMEL CLAY PUBLIC LIBFtARY Bid Package l%964,2 � ' �Browning Day Ivlullins Dierdorf Inc �� , S TION 02510-WATF.R DiSTRiRiITION IPART 1 - GF�N�AL. ' � RF.i ATFD DO('iTMFNTS 1 A. Drawings and general-`provisions of the Contract, including General and Supplementary Conditions and Divisioa 1 Specification Sections�appiy to tfiis Section.. ' Si TMMARY � tA. This Section includes;piping andtspecialUes for combined potable-water and fire-protection water service!outside;the'building. 1 B. Utility-furnished prod'ucts include water meters t}iat wi116'e:fumishedto site, ready for installafion. ' � 4y4TFI��p . FORM;4TICE RF_.(�i TIRFMFNT4 ' A. Minimum Working Pressures: The following are:minimum pressure requirements for ' pipingand specialties, unless:otheiwise indicated: 1. Combined Potable-Watgr and Fire-Protection Water Service: 160 psig(1100 kPa).: ' Z. Fire-Protection Water Service;,Downstream from Fire Departrnent Connections: 250 psig`(1725 kPa). „ I �4: C TRMTTT i. 4 ' •A. Eroduct Data;, For the following: �� 1. 'Backflow p;eventers. . • '' � �, 2'. Pipe.and fittings: 3. `Flexible,pipe fittings: ^' 4. `Ualves': . 5. Eire hydrants. 6. Flusfling-:hydrants. . ' - WATER DI$TRIBUTION 02510 - I 7/97 ' CARMEL CLAY PUBLIC LIBRARY ' Bid Package 1/9647 �Browning Day Mullins Dierdorf Inc , 7. Fire department connections. ' 8. Yard hydranu. B. Shop Drawings: For precast concrete structures. Include frames and covers:and.drains. ' C. Shop Drawings: For cast-in-place concrete structures. Include frames and covers and drains. ' L WiringDiagrams: For alarm devices: D. Coordination Drawings: For piping�and specialties.including relation to..other services in , same area. Show piping and specialty size§and valves, meter and-specialfy locations, and � elevations. , E. Record Drawings: At Project,.closeout of installed water-service piping acwrding to ' Divisionl'Section "Contract-;Closeout:" F. Tesf Reports: As specified in"'Field Quality Control" Article in Part 3. ' G. Purging and Disinfecting Reports: As specified in "Cleaning" Article`in Eart 3. H. Maintenance Data: For specialfies to include in the maintenance;manuals specif ed in ' Divisionl. Includedatafortlie.foilowiag'.. , 1. 'Bacl�low preventers� . , 2. Valves., 3. Fire,hydrants. ' , 4. Elusfiing,hydranu. � 5. ' 'Yai�d�fiydraats. � � j� Q[TAi.ITY A4C TRANCP , A Product Options: Drawings indicate size, pmfiles, and,dimensional,requiiements of water- service piping specialties and aze based.on specific types and models indicated. Other ' manufactureis'products with equal gerformance characteristics may be wnsidered. Refer to Division 1 Section "Subsritutions." B. Comply with requirements'of utility supplying water. Include tapping of.:water mains and t bacl�lowprevention. C: Comply with standards of authorities'having jurisdiction for potable:.water-service piping. ' ,, 7/97 WATER DISTRIBUTION 02510 =2 1 ' CARMEL CLAX`PUBLICLIBRARY Bid Package 1/9647 ' �Browning Day Mulliris Dierdorf Inc ' Include materials, installation; testing, and disinfection: D: Comply with NSF 61, "Drinking Water System Components--Health Effects," for ' materials for potable water. E. Comply with standards of authorities having jurisdiction for fire-protection water-service ' piping. Include materials,.hose tiveads, installation, and testing. ' F. Comply with NFPA 24, "Installation of Private Fire S'ervice Mains and Their Appurtenances,"' for materials, installations, tesu, flushing, and valve and hydrant • supervision. ' G. Comply with ASTM F 645, "Guide for Selection, Design, and Installation of ThennoplasUC Water-Pressure Piping Systems." ' H. Comply with NFPA 70, "National Electrical Code," for electrical connections between wiring and electrically operated devices. ' L Provide listing/approval stamp, label, or other marking on piping and specialties made to specified standards. . ' 7. Listing and Labeling: Provide electrically operated specialties and devices specified in this Section that are1isted and labeled. ' 1. The Terms "Listed".and "Labeled": As define8.in NFPA 7Q Article 100. ' 2. Listing and Labeling Agency Qualifications: A "Nationally Recognized Testing Laboratory" as defined in OSHA Regulation 1910.7. , y� DELIVERY, 4TORAGE, AND HATIDLING , ' A. Prepararion for Transport: Prepare valves, including. fire hydrants, according to the " following: ' 1. Ensure thatvalyes are dry and internally protected against rusf and corrosion. 2. Protect'valves against'damage to threaded.ends and flange faces. 3. Set valves in best position for handling. Set valves closed to prevent rattling. � B. During Storage: Use precautions for valves; including fire hydrants, according to the ' following: ' ]. Do not remove end protectors, unless necessary for inspection; then reinstall for ' ��97 WATER DIS'TRIBUTION 02510 - 3 ' CARMEL CLAY PUBLIC LIBRARY ' Bid Package 1/9647 �Browning Day Mullins Dierdorf Inc , storage. ' 2. Protect from weather. Store indoors and maintain temperature higher than ambient dew-point temperature. Support off:the gound or pavementin watertight enclosures when outdoor storage is.necessary. , C, Handling: Use sling to handle,valves and fire hydrants whose size requireswhandling.by crane or lift. Rig valves to avoid d_amage-to exposed valve parts, Do�not use handwheels ' or stems as lifting or rigging points. D. Deliver piping with factory-applied end-caps. Maintain end-caps ttvough, shipping, , storage, and handling to prevent pipe-end damage and to prevent entrance of dirt, debris, and moisture. ' '. E. Protecf stored piping from moisture and dirt. Elevate above grade. Do aot exceed structura}capacity of floor when'storing inside. ' F. Protect flanges, fittings, and specialties•from moisture and dirt� G. Store plastic piping protected from direct sunlight. Support to ,prevent sagging and ' bending. ' LZ PROiFCT CONDITIONS A. Perfonn site survey, research publia utility records, and verify existing utility locatibns. • ' Contact utili 'ty-locating service for area where Project is located. B. Verify that water-service piping may be installed to comply with original design and ' referenced standards. , C. Site Information: Reports on subsurface condition,investigations made during design of Project are available for informational purposes only; dafa in reports ue not`intended as t representations or wazranties of�accuracy or continuity of condirions between soil borings. Owner assumes no responsibilify for interpretations or conclusions drawn from tfiis information. � L$ CF�ITFN IN . TIn S(' .HFDiTT_.T_N('. I A. Coordinate connection to water main with utility company. B. Coordinate piping materials, sizes,entry locztions, and pressure requirements with building ' ' ��q� WATER DISTRIBiJTION 02510 - 4 , ' CARMEL CLAY PUBLIC.LIBRARY Bid.Package 1/9647 ' �Browning Day Mullins Dierdorf Inc ' water distribution piping. C. Coordinate piping materials, sizes, entry locations, and pressure requiremenu with building , fire-protection water,piping. D. Coordinate with other utility work. ' PART 2 - PRODiTC'TS . ' . ' .. , ,. ' � MANTTFA : TRF.RC A. Available ManufactureTS: Subject to compliance with.requirements, manufacturers , offering products that may be incorporated into the Work.indude, but-are not limited to, the following: t1. Drilling-Machine; Sleeves, and Corporation Stops: � � a. Ford Meter Box Co., Inc. ' b. Grinnell Corp.; Mueller Co.; Water Products Div. c. Lee Brass Co. , 2. Bronze Corporation Stogs and Valves: ' a. Ford Meter Box Co., Inc. ' b. Grinnell Corp.; Mueller Co.; Water Products Div: c. Lee.BrassCo. ' d. Master Meter, Inc. e. McDonald? A.Y. I4icDonald Mfg. Co. £ Red Hed Manufacturing Co. ' g. Watts Industries, Inc.; James Jones Co. 3. Tapping.Sleeves and Valves: 1 a. American Cast Iron Pipe Co.; Waterous Co. b. Easf Jordan Iron Works; Inc. ' c, Grinnell Cotp.; Mueller Co.; Water ProductsDiv. . d: McWane, Inc:; C1ow Ualve Co:.Div. (Oskaloosa) e. McWane,:Inc:;Kennedy Valve Div. . , , . f, United States Pipe& Foundry Co. ' 7/97 • WATER DISTRIBiJTION 02510 - 5 � ' CARMEL CLAY PUBLIC LIBRARY ' Bid Package l/9647 mBrowning Day Mullins Dierdorf Inc , 4. Gate Valves: ' a. American AVK Co. b. American Cast Iron P,ipe Co.; American Flow Control Div. ' c. American Cast Iron Pipe Co.; Waterous Co. d. East Jordan Iron Works, Inc. e. Grinnell Cocp.; Crrinnell Supply Sales Co. ' f. Grinnell Corp.; Mueller Co.; Water Products Div. g. Hammond Valve Corp. . h. McWane, Inc.; Clow\/alve Co. Div. (Oskaloosa) , i. McWane, Inc.; Kennedy Valve Div. j. McWane, Inc.; Tyler Pipe; Urilities Div. k. Milwaukee Valve Co., Inc. � 1. Nibco, Inc. m. Pratt: Henry Pratt Co. • t n.. Stockham Valves & Fittings, Inc. _ o. United States Pipe:& Foundry Co. 5. Relief Valves: , a. Bermad, Inc. ' b. GA Industries, Inc. c. MULTIPLEX Manufacturing Co. d. Oceco, Inc. ' e. Val-Matic Valve and Manufachuing Corp. � 6. Water-Regulating Valves: , a. Ames Co., Inc. , b. Bermad, Inc. c. Cla-Val Co. d. GA Industries, Inc. � ' e. IMI Cash Valve, Inc. £ OCV Control Valves. g. Watts Industries, Inc.; Water Products Div. , 7. Indicator Posts and Indicator Gate Valves: a. American Cast Iron Pipe Go.; American Flow Control Div. � b. American Cast Iron Pipe Co.; Waterous Co. c. Grinnell Corp.; Grinnell;Supply Sales Co. , d. Grinnell Corp.; Mueller Ca.; Water Products Div. 7/9� WATER DISTRIBiJTION 02510 - 6 � , ' CARMEL CLAY PUBLIC LIBRARY . Bid Package 1/9647 ' �Browning Day Mullins Dierdorf Inc ' e. McWane, Inc,; Clow Valve Co. Div::(Oskaloosa) f. McWane,.Inc.; Kennedy Valve Div. g. Nibco; Inc. ' h. Penn-Troy Machine Co. i. Stockham Valves & Fittings, Ina � j. United States Pipe& Foundry Co. ' 8. Dry-Barrel, Post Fiie Hydrants: ' a. American AVK Co. � b. American Gast Iron Pipe Co.; American Flow ConUol Div. � c. American Gast Iron Pipe Co.; WateroustCo.. d. American Foundry &Mfg. Co. e. East Jordan Iron Works, Inc. ' £ Grinnell Corp;; Mueller Co.; Water Products Div: g. McWane, Inc.; Clow Valve Co..Div. (Oskaloosa) h. McWane, Inc:; Kennedy Valve Div. ' i. McWane, Inc:;;M&H Valve Co. Div. j. Penn-Troy Machine Co. k. United States Pipe& Foundry Co. � 9. Wet-Barrel,.Bost Fire Hydrants: ' a. AmericanAVK Co. b. Grinnell Corp.; Mueller Co.; Water Products Div. ' cr McWane, Inc:; Clow Valve Co. Div. (Corona) d. McWane, Inc:;C1ow Valve Co. Div. (Oskaloosa) e. Watts Industries, Inc.; James Jones Co. , 10. Wall Fire Hydrants: ' ' a. Elkhart Brass Mfg. Co., Inc. b. ' Fire-End and'Croker Coip. c. Guazdian Fiie Equipment,Inc: . , ' d. Smith Industries, Inc.; Potter-Roemer Div. 1 L Flushing Hydrants' ' a. Gil Industries, Inc. ' b. Kupferle: John C:Kupferle Foundry.Co. 12. WatenlGieters: ' WATER DISTRIBUTION 02510 - 7 7/97 ' CARMEL CLAY PUBLIC LIBRARY , Bid Packagel/9647 �Browning Day Mullins Dierdorf Inc ' a. Badger Meter, Inc. , b. Carlon Meter Co. c. Grinnell Corp.; Mueller Co.; Hersey Products Div. d. Kent Meters, Inc. ' e. Lee Brass Co.; Hays Div. f. SchlumbergerIndustries,.Inc.; WatecDiv. g. Sensus Technologies, Inc: ' . � h. Water Specialties Corp. 13. Detector-Type Water Meters: , a. Badger Meter, Inc. ' • b. Grinnell Corp.; Grinnell Supply..Sales Co. , c. Crrinnell Cotp.; MuellerCo.;,Hersey Products Div. d. Schlumberger Industries;'Inc.; Water Div. t e. Sensus Technologies, Inc. 14. Detector Check Valves:. , a. Ames Co., Ina b. Grinnell Corp.; Mueller Co.; Hersey Products Div. ' c. McWane, Inc.; Kennedy^V,alv,e Div. d. Viking Corp. e. Watts Industries, Inc.; Water P.roducts Div. , T5. Backflow Preventers: a. Ames Co., Inc. �' b. Cla-Va1 Co, t c. CMB Industries;Febw Div. d. Conbraco Industries, Inc.. e. Grinnell Corp.;Mueller Co.; Hersey,Products Div. , f. Watts Industries,Inc.; Water Products Div. g. Zum Industries, Inc.;Wilkins Div. 16. Keyed Couplings: , a. McWane, Incr; Tyler Pipe;Gustin-Bacon.Div. ' b. Victaulic Co. of America. 17. Protective.Enclosures: � 7/97 WATER DISTRIBLTfION 02510 - 8 ' ' ' CARMEL CLAY PUBLIC LIBRARY Bid Package 1/9647 ' �Browning Day Mullins Dierdorf Inc ' a. Hot Box-, - b'. HydroCowl, Inc. ' 18. Drains: a. Enpoco, Inc. b. 7osam Co. ' . • c. McWane,Incr; Tyler Pipe; Wade Div: ' d. Smith Industries, Inc.; Jay R. Smith Mfg:Co. ' e. Watts Industries, Inc.; Ancon Drain Div. �£ Zum Industries,-Inc.; Hydromechanics Div. ' 19. Sanitary-Type Yard Hydrants: ta. Murdock, Inc. 20. Post-Type Yazd Hydranu: ' a. Josam Co. b. McWane, Inc.;-TylerPipe; Wade Div. ' c. S�riith Industries; Inc.; Jay R. Smith Mfg. Co. � d. Watts Industries, Inc.; Ancon Drain Div: � e. WoodfordMfg..Co. ' f. Zum Industries, Inc.; Hydromechanics Div. ' 21. Fire Department Connections: a. ,ElkhartBrass Ivifg. Co., Inc. � b. Figgie Intemational Co.; Badger Eire Protection.,. c. Fire=End and CrokerCorp. d. Firematic Sprinkler Devices, Inc. ' e. Crrinnell Corp.; Grinnell Supply Sales Co. £ Guardian Fire Equipment;Inc. , ;g. Reliable,Automatic Sprinklei Co;;Inc. �� ' h. Smith Industries, Inc:; Potter-Rvemer Div. 22. Alazm Devices: ' a. Gamewell Co. � ' b. Grinnell Corp.; Grinnell Supply Sales Co. � c. Pittway"Corp.; System Sensor Div. - d. Potte�Electric Signal Co. � : '7/97 WATERDISTRIBUTION 02510 - 9 ' CARMEL CLAY PUBLIC LIBRARY ' Bid Package 1/9647 �Browning Day Mullins Dierdorf Inc ' e. Reliable Automatic Sprinkler Co., Inc. ' £ Victaulic Co. of America. g. Watts Industries, Inc.; Water Products Div. , 2.2 PIPE� AND TURE� A. General: Applications of the following pipe and tube materials are.indicated in Part 3 t "Piping Applications".Article. B. Copper Tube: ASTM B 88 (ASTM B 88Iv�, seamless water tube, annealed temper. ' C. Ductil�Iron, Mechanical-Joint Pipe: AWWA C151, with cement=mortar lining and seaT ' coat according to AWWA C104. Include gland, rubber gasket, and bolts and nuu according to AWWA Clll. 1 2.� PIP . TIn TR .FTTTIN .0 I A. General: Applications of the following pipe and tube fitting materials,aze indicated in Part 3 "Piping Applications" Article. ' B. CopperFittings: ASME B16.22; wrought-copper, solder-joint pressure type. C. � Cast-Copper-Alloy Flanges: ASNIE B16.24, Class 150 or 30Q as required for system ' operating pressure. ' D. Ductile-Iron, Mechanical-Joint Fittings: AWWA C110, ductile-iron or cast-iron; or AWVJA C153, ductile-iron,.compact type. Include cement-mortar lining and seal coat � according to AWWA C104 an$ glands, rubber gaskets, and bolts and nuts according to AWWA C111. . E. Ductile-Iron, Grooved-End Fittings: ASTM A 47 (ASTMA 47M), malleable-iron; or ' ASTM A 536, ductile-iron casting complying with AWWA-pipe size;with.grooved,ends. . Include cement-mortar lining and seal coat according to AWWA C104 or epoxy, interior , coating according to AWWA,C550. Include keyed couplings acwrding to AWWA C606. F. Ductile-Iron, Flanged,Eittings: AWWA C110, with cement-mortar lining and seal wat ' according to AWWA C104 or epoxy, interior coating according to AWVVA C550. Include gaskets and.bolts and nuts.. . G. Ductile-Iron, Flexible Eacpansion Joints: Compound fitting with combinarion of flanged . , � '7/97 WATER DISTRIBLITION 02510 - 10 � � CARMEL CLAY PUBLIC LIBRARY Bid Packagel/9647 ' �Browning Day Mullins bierdorf Inc ' and mechanical joint ends complying with AWWA C110 or AWWA C153. Units have 2 gasketed balljointsections and 1 or more,gasketed sleevesections. Include 250-psig (1725-kPa) minimum, working-pressure rating; epoxy, interior coating according to ' AWWA C550; lengih for offset and expansion indicated; and glands, rubber gaskets, and bolts and nuts according to AWWA Cl l l. ' H. Ductile-Iron, Deflection Fittings: Compound coupling fitting with sleeve and flexing sections; gaskets, and restrained jbint ends complying with AWWA C110 or ' AWWA C153. Include 230-psig(1725-kPa) minimum working-pressure rating; cement- mortar lining or epoxy, interior coating acwrding to AWWA C550; deflection of at least 20 degrees (034eradian"s); and glands, rubber gasketg, and bolts and nuts according to ' AWWA Cl l l. I. Ductile-I;on Expansion Joints: 3-piece assembly consisting of telescoping sleeve with ' gaskets and restrained-type, ductile-iron bell-and-spigot.end sections complying with AW WA C110 or AW WA C153. Include 250-psig(1725-kPa)minimum working-pressure rating; cement-mortar,lining or epoxy, interior coating-according to AWWA C550; length ' for expansion indicated; and glands, rubber gaskets; and'bolts and nuts according to AWWAClll. tJ. Cast-Iron Flanged Fittings: ASME B16.1, Class 125, unless otherwise indicated. , � TpIAJJTJC.MATERTAi.S , A. General: Applications of the following piping joining materials are indicated in Part 3 "Piping Applications".Article. ' B. Refer to Division 2 Section "Utility Materials"•for commonly used joining materials. C. Ductile-Iron Piping: The following inaterials apply: ' 1. Mechanical Joints: AWWA Cl l l ductile-iron or gray-iron glands; high-strength steel bolts and nuts, and;rubber gaskets. • ' 2. Flanged Joints: AWWA.C115 ductilo-iron or,gay-iron pipe flanges,.rubber gaskets, and higli-svength steei bolts and truts. ' a. Gaskets: Rubber,flat face,.1/8 inch (3 mm)thick,nnless'otherwise indicated; and.full-face or ring type, unle§s otherwise indicated. , b; Flange,Bolts and Nuu: ASME; B18.2:1, carbon steel, unless otherwise indicated. 1 ��97 WATER DISTRIBUTION 02510 - 11 ' CARMEL CLAY PUBLIC LIBRARY ' t Bid Package 1/9647 �Browning Day Mullins DierdorFInc t 3. Keyed Couplings: AWWA C606, cogsisting of ASTM A 536 ductile-iron housing ' with enamel finish, with synthetic-rubber gasket with central-cavity, pressure- responsive design, with cazbon=steel bolu and nuu to secure grooved pipe and fittings and gasket suitable forhot water; unless otherwise indicated. ' D. Brazing Filler Metals: AWS A5.8, BCuP Series. E. Solder Filler Metal: ASTM B 32, Alloy Sn95, Alloy Sn94, or Alloy E, with 0:10 percent ' . maximum lead content. � F. Pipe Couplings: Iinn-body sleeve assembly,•fabricated to match OD of pipes to be joined. ' 1. Sleeve: ASTM A 126, Class B, gray iron. ' 2. Followers: ASTM A 47 (ASTM'A 49Ivn, malleable iron; orASTM A 536, ductile iron. ' 3. Gaskets: Rubber. 4. Bolts°andNuts: AWWACIII. 5. Finish: Enamel paint. ' . � pTPIN ;SP .riAi TIES ' A. Fle�cible Connectors for Nonferrous,Metal Piping: Bronze hose covered with bronze wire � braid; with copper-tube, pressure-type;.solderyoint ends or bronie flanged ends; brazed ' to hose. . B. Fle�cible Connectors for Ferrous.Piping: Stainless-steel hose covered with stainless=§teel ' wire braid; with ASME B1.20.1 threaded steel pipe nipples or ASME B16.5 steel pipe flanges; welded to hose. ' C. Dielectric Fittings: Assembly orfitting with insulating material isolating joined dissimilaz metals to prevent galvanic action�and cottosion. , 1. Description: Combinarion of copper alloy and fenous; threaded, solder, plain, and weld-neck end types and matcfiing piping system materials. ' 2. Dielectric Unions: Factory=fabricated union assembly, designed for 250-psig(1725- kPa) minimum working,pressure at I80 deg F (82 deg C). Include insulating maferial isolating dissimilaz metals and ends with inside threads according to , ASME B120.1. 3. Dielectric Flanges: Factory=fabricated companion-flange assembly, for 150- or 300- psig(]035-or 2070-kPa)minimum pressure to suit system pressures. ' 4. Dielectrio-Flange Insulation Kits: Field-assembled companion-flange assembly, full- . ' 7/97 WATER DISTRIBUTION 02510 - 12 1. ' CARMEL CLAY PUBLIG LIBRARY Bid Package 1/9647 ' �Browning Daylvlullins DierdorF Inc ' face or ring•type; Components include neoprene or.phenolic gasket, phenolic or polyethylene bolt,sleeves,.phenolic washers, and steel backing washers. ' a. Provide separate companion flanges and steel,bolts and nuu for 150- or 300- psig(1035-or 2070-kPa)minimum working pressure to suit system pressures. ' S. Dielectric Couplings: Galvanized-steel couplings witli inert and noncocrosive thermoplastic lining,with tlueaded ends and 300-psig(2070-kPa) minimum working ' pressure at 223 degF (107 deg C). 6. Dielectric Nipples: Electroplated steel nipples with inert and noncorrosive thermoplastic lining,with combination of plain, threaded, or grooved end types and , 300-psig (2070-kPa) working pressure at 225 deg F (107 deg C). ' � PF ENCA�MENT A. PE'EncasemenYforDuctile-Iron Piping: ASTM A 674 or,AWWA C105, PE film, 0.008- ' inch (0.20-mm)minimum thickness, tube or sheet. ' 2� YAI,�I�S , , ' A. Nonrising-Stem, "Metal-Seated Gate Valves, 3-Inch NPS (DN80) and Lazger: AW WA C500, giay-or ductile-iron body and bonnet;with cast-iron or bronze, double-disc gate,.bronze gate rings,bronze stem, and stem nut. Includer200-psig (1380-kPa)minimum , working-pressure design; interior coating according to,AWWA C550; and mechanical joint ends, unless otherwise indicated. ' B. Nonrising-Sfem, Resilient-Seated Gate Valves, 3-Inch NPS .(DN80) and Lazger: AWWA C509, gray-or ductile-iron body and bonnet; with bronze or gray-or ductile-iron gate, resilient seats; bronze stem, andstem.nut. Include 200-psig (1380-kPa) minimum ' working-pressure design, interior coating according to AWWA CSSQ and push-on- or mechanical joint ends. ' C. Nonrising-Stem; High-Pressure, Resilient-Seated Gate Valves, 3-Inch NPS (DN80) and Lazger: AWWA G509; ductile-iron body and bonnet; wiffi bronze or ductile-iron gate, `resilient seats, bronze stem, and stem nut: Include 230-psig (1725-kPa) minimum ' working-pressure design, interior coating according,to, AWWA C550, and push-on- or mechanical joint ends. � , , ' D. Nonrising-Sfem Gate Val'ves; 4-Inch NES (DN100) and Larger. UL 262, FM approved, iron body and bonnet wi1h flange for indicator post, bronze ssating materiai;inside screw, ' WATER'DISTRIBUTION 02510 - 13 7/97 1 CARMEL CLAY PUBLIC LIBRARY , Bid Package 1/9647 �Browning Day Mullins Dierdorf Inc ' 175-psig(1200-kPa) working pressure, and mechanical-joint ends. Provide with'flanged ' ends for pit installation. E. Rising-Stem Gate Valves, 3-Inch NPS (DN80) and Lazger: AWWA CSOQ cast-iron , double disc;bronze disc and seat;rings, cast-iron or ductile-iron body andbonnet; OS&Y, bronze stem, 200-psig (1380-kPa)working pressure, and flanged ends. F. Rising-Stem Cmte Ualves, 3-Inch NPS (DN80)and Lazger: AW WA C509, resilient:seated; 1 cast-iron or ductile-iron body and"bonnet, OS&Y, bronze stem, 200-psig (1380-kPa) working pressure, and flanged ends. ' G. Rising-Stem Gate Valves, 2=1/2=Inch;NPSr(DN65) and Luger: UL 262, FM approved, ' iron body and bonnet, bronze, seating material, OS&Y, 175-psig (1200-kPa) working pressure, and flanged ends. H. Rising-Stem Gate Valves, 2-Inch NPS, (DN50) and Smaller: UL 262,.:FM approved, t bmnze body and bonnet,OS&Y;brome stem, ll5-psig(1200-kPa) working pressure, with tiueaded ends. � ' I. Nonrising-Stem Gate Valves, 2-Inch NPS (DN50) and Smaller: MSS SP-80; body and screw'boniiet of ASTM B, 62;cast broaze; with Class 125 threade8 ends, solid wedge, nonrising copper-silicon-alloy stem,brass packing gland, PTFE-impregnated packing, and 1 malleable-iion handwheeL ' J. Valve Boxes: Cast-iron`box with top section and cover with lettering "WATER;" bottom ' section with base of size to•fit over valve and,barrel approximately 5,inches (125 mmj in diameter,'and adjustable cast-iron extension of length required for depth of bury of valve. ' 1. Provide steel tee-handle operating wrench with each valve box. Include tee handle ' with one pointed end, stem of length to operate valve, and socket-fitting valve- operating nut. K. Indicator Posts: UL 789, FM-approved, vertical-type, cast=iron body with operating , wrench, eactension rod, and adjustable cast-iron bane] of length required for depth of bury oP valve. ' L. Indi'cator Posts: iJL 789, FM-approved, horimntal, wall-type, cast-iron body with operating wrench, extension md;ac�d cast-iron bazrel. ' M. Ciub Stops: Bronze body, ground-key plug or ball,:and wide tee head, with inlet and ouUet to match service piping-material. ' 7/97 WATER DISTRIBUTION 02510 - 14 , ' ' CARMEL CLAY PUBLIC LIBRARY Bid Package 1/9647 ' mBiowning Day Mullins Dierdorf Inc ' N. Service Boxes for Curb Stops: Cast-iron box with telescoping top section of length required for depth of bu .ry:of valve. Include cover with lettering "WATER," and bottom section with base of size to'fit over curb-stop and barrel approximately 3 inches (75 mm) ' in diameter. 1. Provide steel tee-handle shutoff rod with each service box, Include tee handle with ' one pointed end, stem oflength to operate.cu� stop; and slotted end fitting curb-stop head. ' O. Tapping Sleeve;and Tapping Valve: Complete assembly, including tapping sleeve, tapping valve, and bolts and nuts. Use sleeve and valve compatible with tapping machine. ' 1. Tapping Sleeve: Cast-or ductile-iron, 2-piece bolted sleeve with flanged outlet for new branch connection: Sleeve may.have:mechaziical=joint:ends with rubber gaskets ' or sealing rings in sleeve body. Include sleeve matching size and type of pipe material being tapped"and of outlet flange required for branch connection. ' P: Service Clamps and Corporation Stops: Complete assembly, including service clamp, corporation stop, and bolu and nuts. Include service clamp and stop compatible with drilling machine. � 1. Service Clamp: Cast,iron or ductile iron with gasket and AWWA CS00 threaded outlet for',corporation,stop, and threaded end suaps. ' 2. Corporation Stops: Bronae body and ground-key plug, with AW WA C800 threaded inlet:and outlet matching service piping material. ' 3. Manifold: Gopper with2 to 4 inlets as required, with ends matching corporation stops and outlet matching service,pipi�. '.' Q. Ball Valves: AWWA C507, Class 250. Include interior coating according to AWWA C550. ' R, Butterfly Valves: AWWA C504, •with 150-psig (1035-kPa) working-pressure rating. Include interior coating according w AWWA C550. ' S. Butterfly Valves: UL 1091, with`175-psig (1200-kPa) working-pressure rating. T. Check Valves: AWWA.G508,with 175-psig(1200-kPa)working-pressure rating. Include ' interior coating according to AWWA CSSfl. ' 2,,$ 4PFCIAT.TYVAi:VFS 1 7/97 WATER DISTRIBIJTION 02510 - 15 ' CARMEL CLAY PUBLIC LIBRARY ' Bid Package 1/9647 �Browning Day Mullins Dierdorf Inc ' A. Pressure-Regulating Yalves: Automatiq pilot-operated, cast-iron body with interior , coafing according to AWWA C550. Include 250-psig (1725=kPa) working-pressure design, bronze pressure-reducing"pilot valve and tubing, and means for discharge pressure adjustment. ' B. Flow-Regulating Valves: Automatic, pilot-operated, cast-iron body with interior coating according to AWWA C550. Include 230-psig(1725-kPa)working-pressure design, bronze ' pressure-reducing pilot valve and tubing, and means for flow adjustment. C. Air=Release Valve: AWWA C512, hydromechanical device to automatically release ' accumulated:air. Include 300-psig,(2070-kPa),working-pressure design. D. AirNacuum Valve: AWWA G512, direct-acting;:float-0perated,:hydromechanical device ' with lazge orifice to automatically release accumulated air or to admit aii during filling of piping. Include 300-psig (2070-kPa) working-pressure design. t E. Combination Air Valves: AWWA C512, float-operated, hydromechanical device to automatically release accumulated air or to admit air. Include 300-psig (2070=kPa) , working-pressure design. • �Q WA'I'F.R MR.TFRC I A. Water meters will be fumished by utility company. t B. Description:' AWWA C700, displacement type; bronze main case. Register flow in , gallons(I.iters), unless cubic feet(cubic':meters)are indicated. � C. Description: AWWA C701,.turbine'type. Register flow in gallons (Liters), unless'cubic ' feet (cubic meters) are indicated. D. Description; AWWA C702, compound type, bronze case. Register flow in gallons , (I,iters), unless cubic feet (cu6ic meters) are indicated. E. Description: AWWA C703,`UL listed, FM approved, mainline, proportional, detector , type, 150-psig (1035-kPa) working pressure, with meter on bypass. Register flow in gallons (Liters), unless cubic':feet:(cubic meters) aze indicated. L Bypass Meter: AWWA C702, compound type, bronze case; size.at least one-half ' nominal size of main-line meter. 2. Bypass Meter: AWWA C701, turbine type, bronze case; size at least one-half ' nominal size of main-line meter. ' 7/97 WATER DISTRIBiTfIOIV 02510 - 16 , � CARMEL CLAY P:UBI:IC LIBR.ARY Bid Package 1/9647 � �Browning Day Mullins Dierdorf Inc t F. Description: AWWA C703, iJL listed, FM approved, main-line turbine, detector type, 175-psig(1200-kPa}working pressure, with.strainer, and meter on bypass. Register flow in gallons (I,iters), unless cubic feet(cubic meters) are indicated. ' 1. Bypass Meter: AWWA C701, turbine type, bronze case; at least 2-inch NPS (DN50). ,. G. Remote Registration System: Utility company standard; direct-reading type complying with AWWA C706. Include meter modified with signal-transmitting assembly, ]bw- 1 voltage connecting wiring, and remote register assembly. ' H. Remote Registration System: Utility company standard; encoder-type complying with AWWA C707. Include meter modified with signal=transmitting assembly, low-voltage connecting wiring, and remote register assembly. ' 1. Data-Acquisition,Units: Comply with utility company requirements for type and quantity. ' 2. Visible Display Units: Comply with utility company requirements for type and quanrity. � ' 21Q WATER-MFTF.R BOXEC.. t A. Description: Cast-iron body and cover for disc-type.water meter. Include lettering "WATER MET'ER":in cover; and slotted, open-bottom.base section of length to fit over ' service piping. 1. Option: Base section may be cast-iron, PVC plastic, clay or other pipe. ' B. Description: Casf-iron body and double cover for disc-type water meter. Include lettering "WATER MET'ER" in top cover; sepazate inner cover; air space between covers; and ' ' slotted, open-bottom base section of length to fit over service piping. ' 2.11 PITS A. Description: Precast, reinforced-concrete pit, designed for A-16 load designation ' according to ASTM.0 857, and made according to ASTM C 858. ' B. Ladder: ASTM A 36 (ASTM A36A�, steel oi'polyethylene-encased steel steps. C. Manhole: ASTM A 48, Class No. 35 (ASTM A 48M, Class No. 250) minimum tensile ' 7/97 WATERDISTRIBUTION 02510 - 17 ' CARMEL CLAY PUBLIC LIBRARY , Bid Package.1/9647 �Browning Day Mullins Dierdorf lnc ' strength, gray-iron, traf'fic frame and coyer. ' 1. Weight and Dimensions: Not smaller than 24-inch (610-min) diaineter, unless otherwise indicated. , D. Manhole: .ASTM A 536, Grade 60-40-18, ductile-iron, 24-inch- (610-mm-)minimum- ' diameter tr�c frame and wver. ' 1. Weight.and Dimensions: Not smaller than 24-inch (610-mm) diameter, unless otherwise indicated. ' E. Drain: ASME A112.21.1M, cast=iron azea drain, of size indicated. Include body anchor , flange, light-duty cast-iron grate, bottom oudet; and integal or field-installed bronze ball or clapper-type backwater valve. ' 212 PROTF . N( .OSiTRFS A. Description: Manufaccured, weather-resistant enclosure designed toprotect�abovegound t water piping equipment or specialties. Include size and dimensions::indicated; but not less than those required for access and service;of protected unit and the following: ' 1. Housing: Reinforced-aluminum o"r-fiberglass construction. 2. Drain,opening for,units with d,rain connection. ' 3. Access'doors with locking devices. 4. Insularion inside housing. 5. Electric heating cable or heater with self-limiting temperature control. ' 6. Precast concrete base of dimensions�required to extend at least 6 inches (150 mm) beyond edges of housing. ' 7. Anchoring devices to attach'housing to base. � 7�} FRFF.4T Nl)INC'.FTRF.HYDRANTC ' A. Description: Cast-iron body, compression-type valve, opening against.pressure and closing t 'with pressure, 6-inch(DN150)mechanical joint inlet, and 150-psig (1035-kPa) minimum working-pressure design. B. . Outlet Threads: NFPA 1963, with external hose thread used by local fire department: ' Include cast-iron caps with steel chains. C. Operating and Cap Nuts: Pentagon 1-1/2 inch (40 mm) point to flat. ' 7/97 WATER DISTRIBUTION 02510 - I8 ' ' � � '` CARMEL CLAY PUBLIC.LIBRARY Bid Package 1/9647 ' �Browning,DayMullins Dierdorf Inc ' D. Direction of Opening: ,Open hydrant valve;'6y turning operating nut to left or countercloctcwise. `' E. Exterior Finish: Red alkyd-gloss enamel paint, unless otherwise indicated. F. Dry-Barrel Fire Hydrants: `iJL 246, FM-approved, two;2=1/2-inch NES (DN65) and one ' 4U2-inch NPS:(DN115)outlets, 5-1/4-inch(133-mm)main valve; drain valve, and 6-inch NPS (DNI50) mechanical joint inlet. ' G. Dry-Barrel, High-Pressure Eire Hydrants: UL 246,.FM-approved, two 2-1/2-inch NPS {DN65)an8 one 41/2-inc}i NPS (DN115)outlets, 5-1/4-inch+{133-mm) main valve, drain 1 valve, and 6-inch NBS ,(DN150) mechanicalyoint inlet. Include'250-psig (1725-kPa) � minimum wockmg pressure design. ' H. Dry-Batrel`Fire Hydrantis; AWWA C502;two 2-1/2-inch NPS (DN65) and one 4-1/2-inch . NPS (DNT1-5) outlets,.3-1/4-inch (133-mm) main ;valve, drain valve, aad 6-inch NPS (DN150)mechanical:joinYinlet;. Include 250-psig(1725-kPa)�minimum working-pressure ' design and interior coating a�cording to AWWA'C550. L Dry-Bairel, High-Pressure Fire Hydranis' AWWA C502,two 2-1/2-inch NPS (DN65) and , one 4-1/2-inch NPS (DN115)'outlets, 5-1/4-inch (133-mm) main valve, drain valve, and 6-inch NPS (DN150)�mechanical joint inlet. Include interior coating according to AWVVA C550. . " � � J. Wet-Barrel Fire Aydrants: iJL 246,FM-approved, two-2=1/2-inch NPS (DN65) and one . , 4-1i2-inch NPS (DN11=5)oudets,6-inch NPS (DN150)tlireaded or flanged inlet, and base section with 6-inch NP,S�(DN150)mechanical:joint inlet. ' K. Wet-Bazrel Fire Hyd�ants AWWA C503,two 2-1/2-inch NPS(DN65) and one 4-1/2-inch NPS (DN115) outlets, 6-inch IVPS (DN150) tlireaded or`flanged inlet, and base section with 6-inch NPS (DNl'S0) mechanical joint.inlet. Include interiorwating according to ' AWWA C'S50: � ' �g, WAT T.FTRF�HYDRANTS ' A. Description: Flush-type,'2-way wa11 Hydrant with the following: � 1. Body: Bronze or'casYiion. " 2. Inlet 4-inch NPS (DN100). ' 3. Inlet: 6-inch NPS'(DNl'S0). ` 4. Outlets' �Two 2-1/2-inch NPS (DN65), with threads�according to NFPA 1963 and �'. 7(97 WATERDISTRIBiTTION 02510 - 19 '' , CARMEL CLAY PUBLIC LIBRARY ' Bid Package:l/9647 �Browning Day Mullins Dierdorf Inc ' matching local fire deparhnent hose threads. Include lugged caps, gaskets, and ' chains. 5. Hydrant Escutcheon Plate: Rectangular, with marking °HYDRANT." 6. Hydrant Valve ControL Wa1l=mounting assembly with extension rod for manual controt.of valve inside building, ' � 7. Hydrant Valve Escutcheon Plate: ,Squaze, with marking "HYDRANT VAI;VE CONTROL." ' 8. Finish: Polished chro�ne-piatea: 2._L� � FI:iTSHiN .HYDRANTS ' . A. Description: ':Nonfreeze and drainable, with 150-psig{1035-kPa) minimum',working- ' pressure rating and of length required for shutoff valve installation'below'frost line. Include.one operating wrench foc each unit, ' B, Post-Type Flushing Hydrants: W,ith the following features: 1. Outlet: One, with horizontal discharge: , 2. . Hose Thread`. 2-1/2-inch.NPS'(DN65); with NFPA 1963 eatemal hose thread used by local fire departrnent. Include cast-iron�cap with brasschain. ', 3. ' Barrel:' Cast-iron or steel`pipe witti:breakaway feature. 4: Valve: Brass body with'brass-ball or.,plunger closure, and automatic;diaining. 5.. Security: Locking device+for padlock: � 6. E�cterior Finish:, 'Red alkyd-gloss enamel paint; unless otherwise:indicated. 7. Tnlet: 2-inch NP,S (DN50)mmimum, C. Ground-Type Ftushing Hydrants: Witti the following feahues: , 1. Outlet: One, with vertical-discfiarge, 2: Outlet: One; with,angle discharge: ' 3. Hose Thread: 2-2/2 inch NPS (DN6Sj, with NFPA 1963 eatternal hose thread used by local fire department. Inolude cast-iron'cap with brass chain. ' 4. Barrel: Cast-iron orsteel pipe: 5. Valve; Brass body with brass-ball oi plunger clo§nre, and automatic draining. 6. Inlei: 2-incfi NPS (DN50)minimum. ' 7. Hydrant Box; Cast iron with wver;for ground mounting. D. Sampling Station: Post type;with the following features: , 1. Sampling Outlet`. One unthreaded.pozzle with handle. � 2. Valve: Brass body with.brass-ballTor plunger closure. Include operating handle. 7/97 WATER DISTRIBUTION 02510 - 20 , ,. ' CARMEL CLAY PUBLIC LIBRARY Bid Package 1/9647 ' �Browning Day Mullins Dierdorf Inc i ' 3. Drain: Tubing with separate manual:vacuum,pump: 4. Inlet: 3/4-inch NPS (DN20) minimum. 5. Housing: Weatherproof material with locking device. Include anchor device. ' 21f FIRE DEPARTMENT GONNECTIONS ' A. Exposed, Freestanding, Fire Department Connections: UL 405, cast-brass body, with thread inlets according to NFPA 1963 and matching local fue department hose threads, and , threaded bottom outlet. � Include lugged caps, gaskets, and chains; lugged swivel � connection and drop clapper for each tiose�onnection=inlet;°18-inch- (460-mm-) high brass ' sleeve; and round escutcheon plate. 1. Connections: Two 2-1/2-inch NPS (DN65) inlets and 4-inch NPS (DN100) outlet. ' 2. Connectionsr Two 2-1/2-inch NPS (DN65)'inlets andb-inch NPS (DN150) outlet. 3. Connections: Three 2=1/2-inch NPS (DN65) inlets and 6-inch NPS (DN150) outlet. 4. Connections: Four 2-1'72-inch NPS (DN65) inlets aad 6-inch NPS (DN150)outlet. 5. Connections: Six-2-1/2-inch NPS (DN65) inlets-and.6-inch NPS (DN150) outlet. ' 6. Connections: Six 2-1/2-inch NPS (DN65) inlets and 8-inch NPS (DN200)outlet. 7. Irilet Alignment: Inline, horizontal. ' 8. Inlet Alignment: Square. 9. Finish Including;Sleeve: Polished chrome-plated. . 10. Escutcheon Plate Marking: "AiJTO SPKR& STANDPIPE." 1 11. Escutcheon P1ate Marking; "AUPO SPKR." 12. ' Escutcheon Plate Marking. "STANDPIPE." ' 2_1Z DF .TOR(' K`V i.VES ' A. Detector Check Valves: iJL 312, galvanized cast-iron body;bolted cover with air-bleed ' , , device for access to internal parts, and flanged ends; designed for 1'75-psig (1200-kPa) , working pressure. Include one-piece bronie"disc with bronze .bushings, pivot, and replaceable seat: Include threaded bypass taps in inlet and outlet for bypass meter connection. 'Set•valve to allow minimal waterflow through bypass meter.when major ' water`flow is reguired. ' � 1. Water Meter: AWWA C70Q disc type, of size at least one-fourth size of detector ' check valve. .Include meter, bypass �piping, gate valves, check valve, and connections to detector check valve. ' B. Detector Check Valve: iJL 312, FM-approved detector check, iron body, corrosion- resistant clapper ring and' seat ring matenal, 175-psig'(1200-kPa) working pressure, ' 7/97 WATER DISTRIBITTION 02510 - 21 1 CARMEL CLAY PUBLIC LIBRARY f BidPackage 1/9647 �Browning Day Mullins Dierdorf Inc ' flanged ends, with connections for bypass and installation of water meter: , 21$ BACKFL�W PRF.VENTERS ' A. General: Manufacdued bac}�low preventeis, of size indicated for m�imum flow rate and maximum pressure loss indicated. ' B. Working:Pressure: 130 psig(1035.kPa) minimum; unless otherwise indicated. C. 2-1nch-NPS (DN50) and Smallec: Bronze 6ody with ttueaded ends. , D. 2-1/2-Inch NPS (DN65)and Larger: Bronze, cast-iron, steel, orstainless-steel body with ' flanged ends. E. Interior Lining: AWWA CSSQ epoxy coating for bacl�low preventerswith cast-iron or ' sfeel body. F. Interior Components: Corrosion-resistant materials. ' G. Strainer on inlet if sVainer is indicated. ,' H. Hose-Connection Vacuum Breakers: ASSE 1011, nickel plate8, with nonremovable and � .manual dTain feawres, and ASME BP:20.2;3/4-11.SNH threads',for garden hose on outlet. ' Units attached to rough-bronze-finish hose connections may be mugh bronze. I. Reduce�-Pressure-Principle Bacl�low Preventer: ASSE 1013, with OS&Y gate valves on ' inlet and outlet; and strainer on inlet: Include test cocks and pressure-differential relief ualve with ASME A112.1.2 air-gap fitting located between 2 positive-seating check valves , for continuous-pressure application. 1. Pressure Loss: 12 psig (83 kPa) ma�cimwn ttuough middle third of flow range. t J. Reduced-PressuraPrinciple Backflow Preventer: AWWA C511, with OS gate valves on inlet and outley and strainer on.inlet: Include test cocks;and'pressure-differential relief , valve with ASME A112.1.2 air-gap fitting located between 2 positive-seating check valves for wntinuous-pressure application. 1. Pressure Loss: 12 psig (83 kPa)maximum through middle third of flow range. , K: Double-Check Bacl�low Prevention Assemblies: ASSE 1015, with valves on inlet and ' outlet and strainer_on inlet. •Tnclude test cocks with 2 positive-seapng check valves for �/q� WATER DISTRIBUTION 02510 - 22 t ' ' CARMEL CLAY PUBLIC LIBRARY Bid Package:P/9647 ' �Browning Day Mullins DierdorF Inc ' continuous-pressure application. � L Pressure Loss: �S psig(34 kPa)-maximum throughmiddle third of flow range. ' L. Double-Check-Valve Assembly: AWWA C510, with OS&Y gate valves on inlet and outlet; and strainei on inlet. ' 1. Pressure`Loss: 5 psig (34 kPa) maacimum°tluough middle third of flow range. ' • M. Double-Check-Valve Assem6ly: iJI.312;F'M approved. Assembly has two UL 312, FM- approved,iron-body, 175-psig (1200-kPa) working-pressure; flanged-end check valves, ' with two iJL 262, FM-approved, iron-body, OS&Y, flanged, 175-psig (1200-kPa) working-pressure gate valves. ' 1. Pressure Loss: 5 psig(34 kPa)maximum through middle third of flow range. N. Antisiphon, Pressure-Type Vacuum Breakers: ASSE 1020, with valves, spring-loaded ' check valve, and spring-loaded floating disc. Include test cocks and atmospheric vent for continuous-pressure�application: ' 1. Pressure Loss: 5 psig (34 kPa) ma�cimum through middle third of flow range. O. Reduced-Pressure Detector Assembly Bacl�]ow Preventers: ASSE 104�, FM approved ' or UL listed, with OS&Y gate valves on inlet and outlet, and svainer on inlet. Include pressure-differential relief valve with ASME Al 12.1.2 air-gap fitting located between 2 ' positive-seating check Val"ves, test cocks, and bypass with displacement-type water meter, valves, and reduced-pressure bacl�low preventer, for continuous-pressure application. ' T. Pressure L,oss: 12 psig(83 kPa) maximum through middle third of flow range. P. Double-Check Detector.Assembly Bacldlow Preventers: ASSE 1048, FM approved or LTL ' listed,with OS&Y gate valves on inlet and outlet, and strainer on inlet. Include 2 positive- seating check valves and test cocks, and bypass with displacement-type water meter, , valves, and double-check backflow preventer, for continuous-pressure application. ' 1. Pressure Loss: S psig(34 kPa) maximum through middle third of flow range. t �IQ Y Rl) HYD �ANTC � A. Yard Hydrants, Sanitary, PosYType: Nonfreeze, with nondraining chamber for storing water trapped downstream from inletvalve. Include 1-inch NPS (DN25) inlet, integral or ' � WATER DISTRIBUTION 02510 - 23 7/97 , CARMEL CLAY PUBLIC LIBRARY ' Bid Packagel/9647 �Browning Day Mullins Dierdorf lnc , field-installed vacuum breaker with outlet complying with ASME B1.20.7, 3/4-I 1.SNH ' threads for garden hose,brass or bronze casing,;and,other parts in contact with water, and aze handle or key operated. Include body length required for installing.storage chamber below frost line. Furnish 2 keys for each key-operated hydrant. t B. Yard Hydrants, Post Type: Nonfreeze. Include 3/4-inch NPS (DN20) inlet, integral or field-installed vacuum breaker with outlet complying with ASME B1,20.7, 3/4-11.SNH ' threads for'garden hose. Include bronze casing, cast-iron or cast-aluminum casing guard, tapped drain port in valve housing, and keyoperation. Include body length required for • installing inlet valve below fmst line. Fumish 2 keys for each hydrant. . ' �Q AN .HO AG .� ' A. Clamps, Straps, and Washers: ASTM A 506; steel. , B. Rods: ASTM'A 575, steel. C. Rod Couplings: ASTM A 197 (ASTM A 1971vn,:malleable iron. ' D. Bolts: ASTM A 307, steeL ' E. Gast-Iron Washers: ASTM A 126,gay iron. F. Concrete Reaction Backing: Portland cement concrete mix, 3000 psig'(20.7 MPa)., ' 1. Cement: ASTM C 150, Type°I. • '' 2. FineAggregate: ASTM C 33, sand. 3. Coarse Aggregate: AST'M G33, cru§hed gravel. ' 4. Water: Potable. � AT RM D VI . .S , A. Description: UL 753, FM approved, of types and sizes to mate and match piping and , equipment. B. Water-Flow Indicators: Vane-type water-flow detector, rated for 250-psig (1725-kPa) t working presswe; designed for horizontal or vertical installation; with 2 SPDT circuit switches to provide isolated alazm and auxiliary contacts, 7 A 125 V, ac and 0.25 A 24 V, dc;complete with factory-set,.field-adjustable retard element to prevent false signals and ' ' tampetproof cover that sends<signal•when cover is.removed. ��97 WATER DISTRIBUTION 02510 - 24 � ', � CARMEL CLAY PUBLIC LIBRARY Bid Package 1/9647 ' �BrowningDay.l�iullins Dierdorf Inc , ' C. Supervisory Switches: SPDT, designed to signal valve in other than full open position. � D. Pressure Switches: SPDT, designed to signal increase in pressure. ' 2.22 �ENTIFiCATION A. Refer to Division'2 Section "Earthwork" for underground warriing tape materials. ' B. Arrange for waming tapes made of solid blue film with continuously printed black-letter 1 caption "CAUTION--WATER LINE BURIED BELOW." C. Arrange for detectable waming tapes made of solid blue film with metallic core and ' continuously printed black-letteT caption"CAI7TION—WA'i'ERLiNE BUR�D-$ELflW." D. Nonmetallic Piping�Label: ,Engraved, plastic-laminate label at least 1 by 3 inches (25 by ' 75 mm),with caption "CAUTION--THIS STRUCTIJRE HAS NONMETALLIC WATER- SERVICE PIPING,"for installation on main electrica] meter panel. ' PART 3- EXF.CiiT[ON ' 3� F.ARTFiWORK � ' A. Refer to Division 2 Section "Earthwork" for excavation, trenching, and backfilling. 1 B. Refer to Division2.Section ".Hot-Mix Asphalt Paving" for cutting and patching of existing paving. ' C. Refer to Division 2 Section "Portland Cement Concrete Paving" for cutting and patching of paving. I3� PTPINF.'APPLI( ATiONS ' � A. General: Use pipe, fittings, and joining methods for piping systems according to the following applicarioris; � . B. Transition couplings and special fittings with pressure ratings at least equal to piping pressure:rating may be used,in applications below, unless otherwise indicated. � � . 7/97 WATER DISTRIBUTION 02510 - 25 ' : CARMEL CLAY PUBLIC LIBRARY ' Bid Package 1/9647 �Browning Day Mullins Dierdorf Inc ' C. Do not use flanges or keyed couplings for underground piping. ' 1. Exception: Piping in boxes and structures,, but not buried, may be joined with flanges or keyed wuplings iristead of joints indicated. ' D. Flanges, keyed couplings, and special fittings may be used on aboveground piping. E. Potable Water-Service Piping:; Use"the following: ' 1. 3/4- to 2-Inch NPS (DN20 to DN50): Copper tube, Type K (Type A); copper ' fittings; and brazed joints. 2. Option for-2-1/2-to 3-1/2-Inch NBS (DN65:to DN90): 3-or'4-inch NPS (DN80 or ' DN100); ductile-iron, mechanical joint pipe; ductile-iron, mechanical joint fittings; and mechanical joints. 3. 2-1/2-to 3-1/2-Inch'NPS'(DN65 to DN90)° Copper tube, Type K (Type A); copper ' fittings; and brazed joinu. 4: 4-Inch NPS (DN100): Ductile-iron; mechanical..-joint pipe; ductile-iroq mechanical- joint'fittings; and mechanical joints. � ' 5. 6-Inch NPS (DN150): Ductilo-iron,:mechanicalyoint pipe; ductile-iron, mechanical- joint fittings;'and mechanical'joints. 6. 8-Inch NPS (DN200): Ductile-iron,mechanical joint pipe; ductile-iron, mechanical- ' joint fittings; and mechanical joints. F. Fire-Protection Water-Service Piping: Use the following: ' 1. 4 to 8-Inch NPS (DN100 to DN200): Ductile-iron, mechanical joint pipe;.ductile- t iron,mechanical-joint fittings; and mechanical joints. 2. 10- and 12-Inch,NPS (DN250 and DN300): Ductile-iron, mechanical joint pipe; ductile-iron, mechanical joint fittings; and mechanical joims. , G. Combined Potable-Water and Fire-Protection Water-ServicePiping: Use the following: 1. 6-to 12-lnch NPS (DN150 toDN300): Ductile-iron, mechanical:joim pipe; ductile- , iron, mechanical joint.fittings; and mechanical joint�. ' �} V T: APP i .ATION4 A. Drawings,indicate valve types to be used. Where specific valve types aze not indicated, ' the following requirements apply: � I. Underground Valves, 3-Inch NPS (DN80) and Larger: AWWA, gate valves, � 7/9'7 WATER DISTRIBLTTION 02510 - 26 ' , CARMEL CLAY PUBLIC LIBRARY Bid Package 1/9647 ' �Browning Day Mullins Dierdorf Inc ' nonrising stem;with va7ve box. 2. Underground Valves, 4-Inch NPS (DNI00) and Lazger: iJL/FM, gate valves, nonrising,stem, with indicator post. ' 3. Pit and Aboveground Installation Valves, 3-Inch NPS (DN80) and Larger. AWWA, OS&Y gate valves. 4. Pit and Aboveground Installation Valves, 2-If2-Inch NPS (DN65) and Larger: ' iJL/FM, OS&Y gate valves. . 5. Pit and Aboveground Installation Valves,2-Inch NPS (DN50) and Smaller. MSS, ' nonrising-stem gate valves. 6. Pit and Aboveground Installation Valves, 2-Inch NPS(DN50) and Smaller: UL/FM, ' OS&Y gatevalves. � TOINT CONSTRi1CTIDN �.4 ' A. Refer to Division 2 Section "Utility Materials" for basic piping joint construction. B. Ductile-Iron Piping„Gasketed Joints: According to AW WA C600. ' C. Ductile-Iron Piping, Gasketed 7oints for Fire-Service Piping: According to UL 194 and ' AWWA C600. � D. Flanged Joints: Align;Elanges and install gaskets. Assemble joints by sequencing bolt tightening. Use lubricant on bolt tiveads. ' E. Threaded Joints: `Thread pipes with tapered pipe threads:according to ASME B1.20.1, apply tape or joint compound, and apply wrench to fitting and valve ends into which pipes aze being threaded. ' F. Ductile-Iron, Keyed-Coupling Joinu: Cut-groove pipes. Assemble joints with keyed couplings, gaskets, lubricant, and bolts according to coupling,and fitting manufacturer's ' written instructions. G: Copper Tubing,Brazed Joints: According to AW S's"Brazing-Handbook," Chapter "Pipe ' � and Tube." ' H. " GopperTubing,:Soldered Joints: According to AW S's "Soldering Manual," Chapter "The ' Soldering�of Pipe and'Tube" or CDA's "Copper Tube Handbook." t I. Dissimilar Materials Piping Joints: Use adapters compatible withboth pipingmaterials, OD, and system working pressure. Refer to '.'Piping Systems - Common Requirements" Article below for joining piping of dissimilaz metals. ' WATER DISTRIBUTION 02510 - 27 7/97 - � CARMEL CLAY PUBLIC LIBRARY ' Bid Package 1/9647 �Browning Day Mullins Dierdorf Inc , 3� PIP1N 4YCTFM4 _ COMMON iLR(� TTR�__FMFNTS I A. General Locations and Arrangements: Drawings indicate geneial location and arrangement ' of piping systems: Indicated locations and arrangements were used to size pipe and calculate friction loss, expansion, pump sizing, and other design considerations. Install piping as indicated, unless deviations to layout are approved on Coordination Drawings. ' B. . Install piping at indicated slope. C. InstalLcomponents with pressure rating equal to or greater than system operating pressure. ' D. Install piping free of sags and bends. ' ' E. L,ocate groups of pipes pazallel to each other, spaced to permit valve serVicing. ' F. Install fittings for changes in direction and branch connections. G. Piping Connections: Unless otherwise indicated, make piping connections as specified t below: � 1. Install unions, in piping 2-inch NPS (DN50)and smaller„adjacent to each valve and. 1 at final connection to each piece of equipment with 2-inch NPS (DNSO)or smaller . threaded pipe connection. � 2. Install flanges, in piping 2-1/2-inch NPS (DN65) and larger, adjacent to flanged valves and at final connection. to each piece of equipment with flanged pipe corinectiori. � 3. Install dielectric fittings to connect piping of dissimilar metals. . � 3� 4 RVIC' EN'i'RANC: PIPIN . A. Extend water-service piping and connect to water-supply source and building water piping ' systems at outside face of building wall'in locations and pipe sizes indicated. 1. Terminate water-service piping at building wall until building water piping systems ' aze installed. Terminate piping�with caps, plugs, or flanges as,required'for piping material.• Make connections to building water piping systems when those systems ' are installed. B. Sleeves and mechanical sleeve seals are specified in Division 15 Section "Basic 1 Mechanical Materials.and Ivfetfiods." � � 7/97 WATER DISTRIBLTfION 02510 - 28 � I , CARMEL CLAY PUBLIG LIBRARY Bid Package 1/9697 ' �Browning Day Mullins Die;dorf Inc ' C. Install underground,piping with restrained joints at horizontal and vertical changes in direction. Use cestrained-joint piping, thrust blocks, anchois, tie-rods and clamps, and , , other supports. D. Anchor,service-entry piping to building wall. ' ' , 3� PIPIN('r iNCTAi.T:ATinN A. Water-Main Connection:- Tap.water main with size.and!in.location as indicated according ' to requirements bf waten utility. B. Make connections lazger thaq 2-inch NPS (DN50) with tapping machine according to the ' following: 1. Install tapping sleeve and tapping valve according to manufacturer's written ' instructions. 2. Install tapping sleeve on pipe to be tapped. Position flanged outlet for gate valve. 3. Install;gate valve onto tapping sleeve. Comply with AWWA C600. Install valve ' with stem pointing up and with cast-iron valve box. 4. Use tapping machine compatible with valve and tapping sleeve; cut hole in main. . t Remove tapping machine and connect water-service piping. C. Make connections, 2-inch NPS(DN50)and smaller, with,drilling machine according to the ' following: 1. Install service,clamps and corporation stops in size, quantity, and arrangement , required by urility company standazds and according to manufacturer's written insttuctions. 2. Install service.clamps on pipe to be tapped. Position outlets for corporation stops. . ' 3. Install corporation stops into service clamps. Install with stem poinpng up and with cast-iron valve box. 4. Install manifold for multiple taps in water main. � ' S. Use,drilling machine'compatible with service clamp and corporate stop. Drill hole in main. Remove drilling machine and conneot water-seruice piping. ' D. Comply with NFPA 24 for fire-protection water-service piping materials and installation. ' E. Install ductile-iron piping according to AWWA C600. F. Install copper tube and fittings according to CDA's"Coppet Tube Handbook." ' ' WATER DISTRIBUTION 02510 - 29 7/97 ' ' CARMEL CLAY PUBLIC LIBRARY � Bid Package 1/9647 �Browning Day Mullins Dierdorf Inc ' G. Bury piping with depth of coverover top at least 30 inches (750 mm), with top at least 12 ' inches (300 mm) below level of maximum frost penetration, and according to the following: ' 1. Under Driveways: With at least 36 inches (900 mm) cover over top. 2. Under Railinad Tracks: With atleast48 inches (]200 mm) cover over top. � 3. In Loose Gravelly Soil and Rock: With at least 12 inches (300 mm) additional cover. H. Install piping under streets'and otherobstructions that cannot be disturbed, by hinneling, ' jacking, or combination of both. ' 3.8 ANCHORAGE INSTALL.ATION ' A. Install anchorages for tees; plugs and caps; bends, crosses, valves, and hydrant branches. Include anchorages for the following pipiqg systems: , I. Gasketed-Joint, Ductile-Iron, Potable-Water Piping: Acwrding to AWWA C600. 2. Fire-Service Piping: According:to NFPA 24. ' B. Apply full wat of asphalt or other acceptable wirosion-retarding material to surfaces of installed ferrous anchorage devices. t �.s v r: � . nvcT i.i.aTroN , A. General Application: Use mechanical:joint-end valves for 3-inch NPS{DN80) and lazger , underground installation. iJse threaded- and flanged-end valves for installation in pits. Use nonrising-stem iJL/FM gate valves for installation with indicator posts. Use bronze wtporation stops and valves, with ends compatible with piping, for 2-inch NPS (DN50) ,. and smaller installation. B. AWWA-Type Gate Valves: Comply with AWWA C600. Install underground valves with , stem pointing up and with cast-iron valve box. G UL/FM-T.ype:Cmte Valves: Comply with NFPA 24. Install.undeiground valves,and vaives ' in pits with stem pointing up and with vertical cast-imn indicator post. D. Bronze Corporation Stops and Curb Stops: Comply with manufacturer's written , instructions: Install underground curb stops with head pointed up and with cast-iron curb 1 7/97 WATER DISTRIBUTION 02510 - 30 1 ' CARMEL CLAY PUBLIC LIBRARY Bid Package 1/9647 � �Browning Day Mullins,Dierdorf Inc ' box. ' �1Q FTRF.HYD ANT INCT i. .ATiON A. General: Install each fi're hydrant with sepazate gate valve in supply pipe, �anchor with ' restrained joints or thrusf blocks, and support isuprighf position. B. Wet-Barrel Fire Hydrants: Install with valve below frost line, Provide for drainage. ' C. UL/FM-Type Fire Hydrants: Comply with NFBA 24. , 3� FT: T4HING HYD 'ANT INST T.i.ATiON ' A. Install.post-type flushing hydranu with valve below frost line and provide for drainage. Supporhin upright position. Indude separate gate val've or curb stop and restrained joints ' in supply piping. B. Install gound-type flushing hydrants with valve below.frost line andprovide for drainage. ' . Install hydrant box flush with grade. Include'separate.gate valve or curb stop and resuained joints in supply piping. ' C. Install sampling staUons with valve below frost line and provide for drainage. Attach weather-resistant housing and support in upright position. Include separate curb stop in ' SuPP�Y P�P�nB� ' �12 WA'1'FR- R iNST T ATION A. ' Install water meters, piping, and specialties according to utiliry company's written , requirements. B. Water Meter: Install compound=type water meters, 3-inch NPS (DN80) and lazger, in ' meter pits. Include shutoff valves on water-meter inlef and outlet and valved bypass around meter. Support meters, valves, and piping on brick or concrete piers. ' 3� PI-T CnNCTR T .TION AT�Ii) iNSTALLATION ' A. Construct,pits of:cast-in-place concrete pits, with manhole frame and cover, ladder, and drain. Include sleeves with waterproof-mechanical sleeve seals for pipe entry and exit. ' '7/97 ' � WATER DISTRIBUTION 02510 - 31 ,' I CARMEL CLAY PUBLIC LIBRARY ' Bid Package 1/9647 �Browning Day Mullins Dierdorf Inc � Refer to Division 3 Section "Cast-in-Place Concrete:" ' B. Conuactor's Option: install precast concrete piu according to ASTM C 891. C. Connect azea drain outlet to storm drainage piping. Refer to Division°2 Section "Sewerage ' and Drainage:" ' 3,g nFTECTOR CHECK VAT.VE INSTAi:I ATInN• A. Install detector check valves in pits for proper direction of flow. Install bypass with water , meter, gate valves on each side of ineter„and check valve downstream from meter. ' B. Support detector check valves, meters, shutoff valves, and piping on brick'or concrete piers. ' 3� RAC'KFi nW PRFVFNTER iNCTt�T LATION � ' A. Install bacl�low preventers of rype, size, and•capacity indicated. Include valves and test cocks. Install'according to plumbing and health depaztmentauthorities fiaving jurisdiction. � B. Do not install reduced-pressure-principle type in pit. C. Do not install bypass azound backflow preventer. ' D. Support bacl�low preventers, valves, and piping on brick or concrete piers. , 3�� YARI� HYD ANT INST i i.ATiON , A. Install sanitary-type yazd hydrants in pavement orwith concrete anchor as indicated. ' 3� Fii�DFPARTMENT�CONNEGTION IN4TAT_.I.ATION ' A. Install fire department connections of rypes and featwes indicated. B. Install bal] drip valves aY each check val've for fire department connection to mains. ' 3�$ Ai ARM DEVI E INCTAi LATION. � t �/97 WATER DISTRIBUTION 02510 - 32 , ' CARMEL CLAY PUBLIC LIDRARY Bid Package l/9647 ' �Browning Day Mullins Dierdorf Inc t A. General: ' 'Comply with :NFPA 24 for devices and methods of valve supervision. Underground valves with-curb boxes do not require supervision. ,' B. Supervisory Switches: Supervise valves in open position. 1. Valves: Grind away portion of exposed valve stem. Bolt switch, with plunger in ' stem depression, to OS&Y gate-valve yoke. 2. Indicator;Posts:, Drill and thread hole in upper-barrel section at target plate. Install ' switch, with toggle againsttarget plate, on barrel of indicator post. C. Locking and Sealing: ,Secure unsupervised valves as follows: � 1. ' Valves: Install;chain andpadlock on open OS&Y gate valve. 2. Post Indicators: Install padlvck on wrench on•indicator post. ' D. Pressure Switches° Drill and thread hole in exposed barrel of fire hydrant. Install switch. ' E. Water-Flow Indicatois.- Install in water-service pipingin-pit; SelecY indicator with saddle and vane matching pipe size. Drill hole in pipe, i�ert vane, and boltsaddle to pipe. ' F. Connect alarm devices°fo building fire alazm system. Refer to Division 16 Section "Fire Alarm-Systems" for wiring and devices not specified imthis Section. t �1Q IDENTIFICATTON 1NSTALLATION ' A. Install continuous plasUc underground wazning tape dwing back-filling of trench for underground.water=ser6ice piping. Locate 6 to 8.inches (T50 to 200 mm)below finished ' gade, directly over piping. ' 3_.24 F�T•D OiIAi:TTY'CONTROL A. Piping Tests: Conduct piping.tests before joints aze wvered and after thrust blocks have ' hardened sufficiently. Fill pipeline 24 hours before testing and apply test pressure to stabilize system. Use only potable water.. ' B. Hydrostatic Tests: Test at not less than 1-1/2 times working pressure for 2 hours. ' . 1. Increase pressuTe'in 50-psig (350-kPa) inaements and inspect each joint between increments. Hold at test pressure for one hour; decrease to 0 psig(0 kPa). Slowly increase again to test pressure and hold for one more hour. Maximum allowable ' ��97 WATER DISTRIBLJTION 02510 - 33 ' CARMEL CLAY PUBLIC LIBRARY ' Bid Package 1/9647 �Browning Day Mullins Dierdorf Inc ' leakage is 2 quazts (1.89 L)per hour per 100 joints. Remake leaking joints.with new ' materials and repeat test unril leakage is within above limits. C. Prepaze reports for testing activities. ' � (:LEANiNC. ' A. Clean and disinfect water distribution piping as follows: � 1. Purge new water distribution piping and parts of existing piping that have been , altered, extended, or repaired before;use. 2. Use purging and disinfecting proced'ure prescribed by authorities'having jurisdiction , or, if inethod is mot prescribed, by authorities, use procedure described in AWWA C651 or as described below: , _ a. Comply with NFPA 24 for flushing of piping. Flush piping system with clean, • potable water until dirtywa4er does not�appear at points of outlet, ' 1) Fill system,or part of system with water/chlorine solution wntaining at least 50 pgm of chlorine. Isolate system or part thereof and allow to stand for 24 hows, '' 2) Drain system or part of system of previous solution and refill with watedchlorine solution containing at least 200 ppm of chlorine; isolate ' and allow to stand for 3 hours. ' 3) Following allowed'•standing time, flush system with clean, potable water until chlorine does not remain in water coming from,system. , 4) Submit water samples in sferile botUes to authorities having�jurisdiction. Repeat procedure if biological examination shows evidence of ' contamination. B. Prepare reports for purging and disinfecting activities. ,. END OF SECTION 02510 � ' , 7/9'7 WATER DISTRIBUTION 02510 -34 , �, ' CARMEL CLAY PUBLIC`LIBRARY Bid Package 1/9647 � �Browning DayMullins Dierdorf Inc , SF('TION 02511 - HOT-MIX ASPAAi.T PAVING � PART 1 - GF.NF.RAL. ' � RF.LATED DOCUMFNTS ' A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and`Division'1 Specification Sections, apply to t}►is-Section. � � SiTMMARY , A. This Section includes the following: , 1. Hot-mix•asphalt:paving. 2. Pavement-marking paint. , B. Related Sections include the following: 1. Division 2 Section "Earthwork" for aggregate ;subbase and base courses and ' aggegate'pavement shoulders. 2. Division 2 Section "P.aving 7oint Sealants" for joint sealants and fillers at paving ' terminations: ' � 4YSTEM DE4('RTPTION A. Provide hot-mix asphalt'pavement according to the materials, workmanship, and other ' applicable requirements of the standatd specifications of the Indiana Department of Transportation,(INDOT). , 1'. Standazd Specification: As indicated. 2. Ivleasurement and payment provisions at�d safety program submittals included in standard specifications do notapply to tliis Section. t . ' y4 Ci TR1ViiTT�T�S A. Product Data: For each,product specified. Include technical data and tested physical and ' performance,properties. ' 719'7 , ASPHALT PAVING 02511 - 1 ' CARMEL CLAY PUBLIC LIBRARY � Bid Package 1/9647 �Browning Day Mullins Dierdorf Inc ' B. Job-Mix Designs: Certification,by authorities-having jurisdiction, of approval of each job ' mix proposed for the Work. C. Shop Drawings: Indicate pavement mazkings, lane sepazations, and defined puking ' spaces. Indicate dedicated handicapped spaces with international graphics symbol. . D. Samples: 12 by 12 inches (300 by 300 mm)minimum, of paving fabric. , E. Qualification Data' For firms and gersons specified in the "Quality Assurance" Article to demonstrate their capabilities and experience. Include lists of completed projects with ' project names and addresses, names.and.addresses of Architeots, Engineers and Owners, and other information specified. � F. Material Certificates: Certificates signed by manufacturers certifying that each material complies with requirements. , ]�,� n T T iTY ASS TRAN . . ' A. Installer Qualifications: Engage an experienced installer who has complefed hot-mix asphalt paving similar in material; design, and e�ctenf to that indicated fo;this Project and t wiffi a record of successful in-service perforinance. g. ivlanufacWrer Qualifications: Engage a fum e�cperienced in manufacturing hot-mix asphalt , similar to that indicated foi this Project• and with a record of successful in-service performance. 1. Firm shall be a registered and approved paving mix manufacturer with INDOT. ' C. Regulatory Requirements: Conform to applicatile standards of authorities having ' jurisdiction for asphalt paving work on public property. D. Asphalt-Paving Publication: Comply with AI's "The Asphalt Handbook," except where ' more stringent requirements are indicated. ' ]� nFi T��'RY, 4TORAGF„�TIn:HATTi)I.1NG A. Deliver pavement-marking materials to Project site in original packages with seals � unbmken and bearing manufactu�e�'s labels containing brand name and type of material, date of manufacture, and directionsfor storage. ' B. Store pavement-mazking materials in a clean, dry, protected location and within ' ��q� ASPHALT PAVING 025ll -2 ' , CARMEL CLAY PUBLIC LIBRARY - Bid Package:l/9647 ' �Browning Day Mullins;Dierdorf Inc ' temperature'range requued by manufacturer. Protect stored ma4erials from direct sunlight. ' 1_Z PR07ECT CONDITIONS A. Environmental Limitations: Do not apply asphalt materials if substrate is wet or excessively damp or if the following conditions are not met: � . ' 1. Prime and Tack Coats: Minimum surface temperature.of 60 deg F (15.5 deg C). 2. Slurry Coat: Gomply with weather limitations of ASTM D 3910. 3. ` Asphalt Base Course: Minimum surface temperature of 40 deg F (4 deg C) and ' rising at time of placement: 4. Asphalt SurFace Course; Minimum surface temperature of 60.deg F (15.5 deg C) at time of placement. ' B. Pavement-Marking Paint: Procced with pavement marking only on clean, dry surfaces and at a minimum ambient or surface temperature of 40 deg F (4 deg C) for oil-based materials, 50 deg F (10 deg C) for water-based materials, and not exceeding 95 deg F ' (35 deg C). ' PART 2 - PRODIIC'TS„ ' 21 AC'.C*RF('.ATES ' A. General: Use materials and gradations that have performed satisfactorily in previous installations. ' B. Coarse Aggregate: Sound; angulaz crushed stone; or crushed gravel; complying with ASTM D 692: , ' � C. - Fine Aggregate:, Sharp-edged nalural sand or sand.prepared from, stone; gravel, or combinations'thereof;.complying with AS'i'M 13 3073. � 1. For hot-mix asphalt,limit natural sand to a m�imum of 20 percent by weight of the total aggregate mass. ' D. . Mineral Filler: Rock dust, hydraulic cement; or othei inert material�complying with ' ASTIvi D 242. ' '7/97 • ASPI-IALT PAVING 02511 - 3 ' CARMEL CLAY PUBLIC LIBRARY ' Bid Package l/9647 �Browning Day Mullins Dierdorf Inc � 2.2 ASPHAi.T MATRRiAiS ' A. Asphalt Cement: ASTM D 3381 for viscosity-graded material; ASTM D 946' for . penetration-gaded material. ' B. Prime Coat: Asphalt emulsion prime conforming.to INDOT and requirements. C. Tack Coat: ASTM D 977, emulsified asphalt orASTM D 2397, cationic"emulsified � � 'asphalt, slow setting, factory diluted in water, of suitable grade and consistency for ' application: D. Water: Potable. , � AiTXiT.IARYMATRRTAi.S ' A. Herbicide: Commercial chemical for weed.control, registered by Environmental.Protection Agency (EPA). Provide granular;:liquid,or wettablepowder fonn. ' B. Sand: ASTM D 1073, Grade Nos. 2 or 3. C. Payement-Mazking Paint: Alkyd-resin type, ready-mixed, complying with FS TT-P-115, ' Type I, or AASHTO M-248, ?'ype N. 1. Color: Yellow. , 2. Color for handicapped parking symbols: Blue. . ' . 2.4 �S ' A. Hot-Mix Asphalt: Provide dense, hot-laid, hot-mix asphalt plant;mixes approved by . INDOT; designed accoTding to procedures in AI's "Mix Design Methods for Asphalt. ' Concrete and-Other Hot-Mix'Types';and compfying with thefollowing,requireinents: 1. Provide mixes with a history of satisfactory perforinance in geographical azea where Projectislocated. '' 2. Base Course: As indicated. 3. Surface Course: As indicated. � � � 7/97 ASPHAI,T PAVING 02511 - 4 '. I ' CARMEL CLAY PUBLIC LIBRARY . Bid Package 1/9647 , �Btowning Day Mullins Dierdorf Inc • , PART 3 - F.X C!i1TIUN r , ' 3� FXAMINATION A. Verifythat subgrade is dry and'in suitable condition to supportpaving and imposed loads. ' B. Proof:roll subbase using heavy, pneumario-tired rollers to locate areas thai aze unstable or , that require'furthefcompaction.. C. Notify Engineer in writing of any unsatisfactory condifions. Do not begin paving '' installation until these conditions have been satisfactorily corrected. ' 3� 4iJRFAC P FP R`ATION . A. General: Immediately before placing asphalt materials, remove loose and deleterious � material from substrate smfaces. Emure that prepared subgrade-is ready to receive paving. 1. Sweep loose ganulaaz particles from surface of unbound-aggregate base course. Do ' not dislodge or disturb aggregate embedded in compacted surface of base course. , B. Herliicide Treatment: Apply herbicide according to manufachuer's recommended rates and written application instructions: Apply to dry, prepared subgrade or surface of compacted- aggregate base before+applying paving materials. ' 1. Mix herbicide with prime coat when formulated by manufacturer for that purpose. ' C. Prime Coat: Apply unifonniy over surface of compacted-aggregate base at a rate of 015 to 0.50 gal./sq. yd. (0.7 to 2:3 L/sq. m). Apply enough material to penetrate and seal, but not flood, surface: Allow prime coat to cure-for 72 hours minimum. ' 1. If prime coat is not entirely absorbed.within 24 hours after application, spread sand � ovet suiface to blot excess asphalt.:�Use jnst,enough sand to,prevent pickup under ' traffic. Remove loose sand ,by sweeping before pav,ement is placed and after volatiles have evapo�ated. ' 2. Protectprimed sutistrate from damage untilready to receive.paving. ' 3� HOT h� ASP Ai T P .A .ING A: Machineplace hot-mix=asphaltmix on,prepared surface, spread uniformly, and strike off. ' Place asphalt mix by hand to areas inaccessible to equipment in a manner that prevents ��97 , . ASPHALT P AVIN G 02511 - 5 '; CARMEL CLAY PUBLIC LIBRARY ' Bid Package 1/9647 �Browning Day Mullins Dierdorf Inc ', segregation of mix. Place each cou�e to required gade, cross section, and thickness, when compacted. ' ' 1. Place hot-mix asphalt base course in number of lifts and thicknesses indicated. ' 2 Spread mix at minimum temperature of 250 deg F (121 deg C). 3. Begin applying mix along,ce�iterline of.crown for crowned sections and on high side of one-way slopes, unless otherwise indicated. ' 4. Regulatepaver machine speed to obtaui smooth, continuous surface free of pulls and tears in asphalt-paving mat. • , g. place paving'in consecutive strips not less than.l0 feet(3 m)wide, except where-irifill edge ' strips of a lesser width are required. � , 1. After first strip has been placed and rolled, place succeeding strips and extend rolling to overlap previous strips. Complete asphalt base course for a section before placing ' asphalt surface course. C. Prompdy correct surface irregularities:in paving course behind paver. Use suitable hand tools to remove excess material forming high;spots. Fill depressionswith hot-mix asphalt ' to prevent segegation of mix; use suitable hand tools.to smooth surface. ' 3.4 . I4IZITS A. Conshuct joints to ensure continuous bond between adjoining paving sections. Constnict ' joints free of depressions with same texture and smoothness as other sections of hot-mix asphalt•.course. , 1. Clean contact surfaces and apply tack coat. , - 2. Offset longitudinal joints in suocessive wurses°a minimum of 6 inches (150 mm). 3. Offset transverse joinu•in successive wurses a minimum of 24 inches (600 mm). 4. Construct transverse joints by bulkhead method or sawed vertical face method as ' described in AI's"Ttie Asphalt Handbook:" 5. Compactjoints as soon as hot-mix asphalt will bear roller weighf without excessive displacement. ' 6. Compact asphalt at joints to a density within 2 percent of specified course density. 3� ('OMPACTTON � A. General: Begin compaction as soon as placed hot-mix paving will bear roller weight � without excessive displacement. Compact hot-mix paving with hot, hand.tampers or vibratory-plate compactors°in aieas=inaccessible to rolleis. ' ��cJ� ASPHALT PAVING 02511 - 6 ' tCARMEL CLAY'PUBLIC LIBRARY Bid Package 1/9647 , �Browning Day Mullins Dierdorflnc ' 1. Complete compaction before mix temperafure cools to 185•deg F (85 deg C). B. Breakdown Rolling: Accomplish breakdown or initial rolling immediately after rolling � joints and outside edge: Examine surface immediately after breakdown rolling for indicaYed crown, grade, and smoothness. Repair surfaces,by loosening displaced material, filling with hot-mix asphalt, and rerolling to required elevations. ' C. Intermediate Rolling: Begin intermediate rolling immediately after breakdown rolling, ' while hot-mix asphalt is still hot enough to achieye specified density. Continue rolling until hot-mix asphalt course has been uniformly compacted to the'following density: _ t 1. Average Density: 96 percent of reference laboratory density according to ASTM D 1559, but not iess than 94 percent nor,greater than 100 percent. ' D. Finish Rolling: Finish roll paved surfaces to remove roller marks while hot-mix asphalt is still wazm. , E. Edge Shaping: While surface is being compacted and finished,trim edges of pavement to pmper alignment. Bevel edges while still hot, with back of rake or smooth iron. Compact thoroughly using tamper or other satisfactory method. ' F. Repairs: Remove paved azeas that are defective or contaminated with foreign materials. ' Remove .paving course over azea affected and replace with fresh, hot-mix asphalt. Compact by rolling to°.specified density and surface smoothness. ' G. Protection: After final rolling, do not permit vehiculaz traffic on pavement until it has cooled and hardened. ' H. Erect barricades�to protect paving from traffic until'mixture has cooled enough not to become marked. � � rnrc�reT 7 p7TON Tn1 FRANCE4 ' A. Thickness: Compact each wurse to produce the thickness indicated within the following tolerances: , �1. Base Course: Plus or minus 1/4 inch (13 mm). 2. Surface Course: Plus 1/4 inch(6 mm), no minus. ' B. Surface Smoothness: Compact each course to produce,a,surface,smoothness within the following tolerances as. determined, by using a 10-foot (3-m) straightedge applied ' transversely or longitudinally fo paved azeas: ��97 ASPHALT PAVING 02511 - 7 1 CARMEL CLAY PUBLIC LIBRARY ' Bid Eackage I/9647 �Browning Day Mullins Dierdorf Inc ' l. Base Course: 1/4 inch.(6 mm). ' 2. Surface Course: 1/8 inch (3.mm). 3. Crowned Surfaces: Test with crowned template centered and at rightangle to crown. Maximum allowable variance from template is i/4 inch (6 mm). ' , �.Z PA NT MARKIN . , A. Do not apply pavement-marking.paint until layout, colors, and placement have been verified with Engineer. ' B. Allow paving to cure for 30 days before starting pavement marking. , C. Sweep and clean surface to eliminate loose material and dust. D. Apply paint with mechanical equipment fo produce pavement markings of dimensions ' indicated with uniform, straighf edges:. .Apply at manufacture�'s Tecommended rates to provide a minimum wet film thickness of 15 mils (0.4 mm). ' � ,� 1. Broadcast glass spheres unifonnly into,wet pavement mazkings at a rate of 6 lb/gal. (0.72 kg/L). ' �.$ FIELD ni TAL.ITY CONTROL , A. Testing Agency: Owner will engage a qualified independent testing agency to perform ' field inspections and tesis and to prepare`test reports. 1. Testing agency will conduct and interpret tests and state in each report whethet ' tested Work wmplies with or deviates from specified requirements. B. Additional testing, at Contractor's expense, will be performed to determine compliance of � wrrected Work with specifiedrequirements. C. Thickness: In-place compacted thickness of hot-mix asphalt courses will be determined � acwrding to ASTM D 3549. D. Surface Smoothness: Finished surface of each hot-mix asphalt course will be tested for / compliance with smootliness'tolerances. E. In-Place Density: Samples of uncoinpacted paving mixtures�and compacted pavement will , be securedby testing agency according�to.ASTM D 979. , 7/9'7 ASPHALT'PAVING 02511 - 8 ' � CARMEL CLAY PUBLIGLIBRARY Bid Package 1/9647 , �Browning bay Mullins Dierdorf Inc , 1. Reference laboratory density will be determined`by averaging iesults from 4 samples of hot-mix asphalt-paving miature delivered daily to site, prepazed according to ASTM D 1559; and compacted according to job-mix specifications. ' 2. In-place density of compacted pavement will be determined by testing core samples according to ASTM D 1188 or ASTM D 2726. ' a. One core sample will be taken for every 1000 sq. yd. (836 sq. m) or less of installed pavement; but in no case will fewer than 3 cores be taken. ', ,b. Field density of in-place compacted pavement may also be determined by nuclear method according to ASTM D 2950 and correlated with ASTM D 1188 or ASTM D 2726. tF. Remove and replace or install additional hot-mix asphalt where test results or measwetnents indicate t}iat it does not wmply with specified requirements. ' END OF SECTION 02511 ' ' '' ' ' ' 1 , ' ' ! �/97 ASPHAI,T PAVING 02511 - 9 1 ' CARMEL CLAY PUBLIC LIBRARY I Bid Package 1/9647 , �Browning Day Ivlullins Dierdorf Inc ' SFrTION 02700 - S .W . A . . AND DRAiNAGE � ' PART 1 - CiRNERAi. I1.1 RELATED DOCUMENTS , A. Drawings and general provisions of the Contract, including the General and � Supplementary Conditions and Division 1 Specif cation Sections;apply to this Section. ' 12 SUMMARY ' A. This Section includes.sewerage and drainage systems outside the building. Systems include the following:, ' ' L Sanitary sewerage. ' 2: Storm drainage. ' B. Related Sections: The following Sectibns contain requuements that relate to this Section. � 1. Division2 Section"'Foundation Drainage Systems"'for foundation drain wnnecting to storm drainage sy"stem. 2. Division 2 Section "Septic Systems" for septic system structures, piping, and 1 appurtenances. , 3. Division 3 Section "Cast-in-Place Concrete" for cast-in-place concrete structures. ' 13 DEFII�IITIONS ' A. Drainage Piping: System.of sewer pipe, fittings, and appurtenances for gravity flow of storm drainage: . ' B. Sewerage Piping; System of sewer pipe, fittings, and appurtenances for gravity flow of sanitary sewage. � 1.4 PERFORMANCE REQUIREMENTS ' A. Gravity-Flow, Nonpressure-Piping Pressure Ratings: At least equal to system test pressure. ' 7/96 SEWERAGE AND DRAINAGE 02700 - 1 ' CARMEL CLAY PUBLIC LIBRARY ' Bid Package 1/9647 �Browning Day Mullins Dierdorf Inc ' 1.5 SUBMITTALS ' A. General: Submit each item in this Article according to the Conditions of the Conuact and Division I Specification Sections. ' B. Product data for the following: . . L Backwater valves, cleanouts, and drains. . � 2. Storm-water disposal systems: C. Shop drawings for precast concrete manholes and othei structures. Include frames, ' covers, and grates. , D. Shop drawings for cast-in-place concrete or field-erected masonry manholes and other structures. Include frames, covers, and gates. t E. Reports and calculations for design mixes for each class of cast-in-place concrete. F. Coordination drawings showing manholes and other structures, pipe sizes, locations, and , elevations. Include details of underground sUuctures and connections. Show other piping�in same trench and clearances from sewerage system piping. Indicate interFace t and spatial relationship between piping�and proximate structures. G. Coordinarion profite drawings showing systems piping in elevation.. Draw proFiles at , horizontal scale of not less than 1 inch equals 50 feet (1:500 metric ratio) and`vertical scale of not less than 1 inch equals°5 feet (1:50 metric ratio). Indicate underground stiuctures and pipe. Show types, sizes, materials, and elevations of other utility crossing � system piping. Include drawings for the following piping systems: 1. Sanitary sewerage. ' 2. Storm drainage. H. Inspection and test reports specified in the "Field Quality Control" Article. ' 1.6 QUALITY ASSURANCE ' A. Environmental Agency Compliance: Comply with reg�lations pertaining to sanitary � sewerage and storm drainage systems. _ B. Utility Compliance: Comply with regulations pertaining to sanitary sewerage and storm , drainage systems, Include standards of water and other utilities where appropriate. 7/96 SEWERAGE AND DRAINAGE 02700 - 2 ' , ' CARMEL CLAY PUBLIC LIBRARY Bid Package 1/9647 , �Browning Day Mullins Dierdorf Inc ' C. Product Options: Drawings indicate sizes, profiles;, connections, and dimensional requiremenu of system components and are based on speciFic manufacturer types indicated. Other manufacturers' products with equal performance characteristics may be ' wnsidered. Refer to Division 1 Section "Product Substitutions." ' 1.7 DELIVERY, STORAGE, AND HANDLING A. Do not store plastic structures in direct sunlight. ' B. Do not store plastic pipe or fittings in direct sunlight. ' C. Pmte.ct pipe; pipe'fittings,and seals from dirt and damage. ' D. Handle precast. concrete manholes and other structures according to manufactwer's rigging instructions. ' 1.8 PROJECT CONDITIONS ' A. Site Information: Performsite survey, researchpublic utility records, and verify existing utility locations.• ' B. Locate existing structures and piping to be closed and abandoned. ' C. Existing Utilities: Do not interrupt existing utilities serving facilities occupied by the Owner or others except when pe►mitted under the following conditions and then only after arranging to provide acceptable temporary utility services. ' 1. Notify Architect not less than 48 hours in advance of proposed utility interruptions. 2. Do not proceed with utility interruptions without receiving Architect's written ' permission. � 1.9 SEQUENCING AND SCHEDULING A. Coordinate sanitary sewerage system connections to utility company's sanitary sewer. ' B. Coordinate storm drainage system connections to utility company's storm sewer. ' C. Coordinate storm drainage system.connections to.existing on-site storm sewer. , 7/96 SEWERAGE AND DRAINAGE 02700 - 3 ' CARMEL CLAY PUBLIC LIBRARY , Bid Package 1/9647 �Browning Day Mullins Dierdorf Inc ' D. Coordinate with interiorbuildingdrainage systems. ! E. Coordinate with other utility work. ' PART2 - PRODUCTS � ' 2.1 MANUFACTURERS ' A. Available Manufacturers: Subject to compliance with requirements, manufachuers ' offering products that may be':incorporated in the Work include� but azernot limited to, the following: 2.2 PII'ES AND FITTINGS ' A. Ductile-Iron Pipe: AWWA C151, Class 1SO minimum, for push-on joints. ' 1. Standard-Pattem,Ductile-Iron and Cast-Iron Fittings: AWWA C110, for push-on joints. ' 2. Compact-Pattern, Ductile-Iron Fittings: AWWA C153, for push-on joints. 3. Pipe and Fitting Interior Coating: AWWA C104, asp}faltic-material seal wat; minimum 1-mil (0.025-mm) thickness. ' 4. ' Gaskets: AWWA Cl l l; nibber. B: � Corrugated,.Polyethylene(PE)Drainage Tubing: AASHTO M 252.Interim, Type.S, with ' smooth waterway for gasketed joints. 1. Fittings: AST1�i D 3034, polyvinyl chloride(PVC) with socket ends, for gasketed ' joints. 2. Gaskets: ASTM F 477,:elastomeric seals,that mates with tube and fittings to fotm ' watertightjoints. C. Polyvinyl Chloride (PVC) Sewer Pipe and Fittings: ASTM D 3034, SDR 35, for ' gasketed joints. 1. Gaskets: AST'M F 477, elastomeric seal. ' D. Reinforced-Concrete'Sewer Eipe�and Fittings: ASTM C 76 (ASTM C 26Ivn, Class III, , Wall B, for gasketed joints. 7/96 SEWERAGE AND DRAINAGE 02700 -4 � � ' CARMEL CLAY PUBLIC LIBRARY Bid Package 1/9647 ' �Browning Day Mullins Dierdorf Inc ' 1. Gaskets: ASTM C 443 (ASTM C 4431�, rubber. E. Ductile-Iron, Flexible Expansion Joints: Compound fitting with a wmbination of flanged . ' and mechanical-joint ends conforming to AWWA C110 or AWWA C153. Include 2 gasketed ballyoint sections and 1 or more gasketed sleeve sections, rated for 250-psig (1725-kPa) minimum'working pressure and FDA-approved epoxy interior coating for ' offset and expansion indicated. Include polyethylene (PE)film encasement. F. Ductile-Iron�•Deflection Fittings: Compound coupling fitting with sleeve and flexing ' sections, gaskets,-,and restrained joint ends conforming°to AWWA C110 or AWWA C153. Include rating for 250-psig(1725-kPa) minimum working pressure, and cement � lining or FDA-approve3 epoxy interiorcoating for up to 20 degrees (0.35 rad) deflection. Include polyethylene(PE) film encasement. ' G. Ductile-IronExpansion Joints: 3-piece assembly of telescoping sleeve with gaskets and restrained-type, ductile-iron, bell-and-spigot end_sections conforming to AWWA C110 or AWWA C153. Include rating for 250-psig (I:725-kPa) minimum working pressure, ' and cement lining or FDA-appcoved epoxy interior coating for expansion indicated. Include polyethylene(PE) film encasement. 1 23 MANHOLES ' A. . Precast Concrete Manlioles: ASTM C 478 .(ASTM C 4,78M), precast, reinforced ' concrete, of depth indicated, with provision forrubber gasket joints. 1. Ballast: Increase thickness of precast concrete sections or add concrete to base 1 section, as required to prevent floatation. 2. Base Sedion: 6-inch (150-mm) minimum thickness for floor slab and 4-inch (100-mm) minimum thickness.for walls and base riser sectioq and having a ' separate,base slab..or base section with integral floor. 3. Riser Sections: 4-inch (100-mm) minimum thickness, 48-inch (1220-mm) . diameter, and lengihs to provide depth indicated. ' 4. Top Section: Eccentric cone type, uriless concentric cone or flat-slab-top type is indicated. Top of cone of size that matches grade rings. 5. . Gaskets: ASTM C 443 (ASTM�C 4431vn;-�rubber., ' 6. Grade Rings: Include 2 or 3 reinforced-concrete.,rings, of 6- to 9-inch (152- to 229-mm) total tfiickness, that match a 24'-inch- (610-mm-) diameter frame and cover. ' 7. Steps: ASTM'C 478 (ASTM C 478Ivn individual steps,or ladder. Omit steps for manholes less than 60.inches (1500 mm) deep. 1 7/96 SEWERAGE AND DRAINAGE 02700 - 5 1 CARMEL CLAY PUBLIC LIBRARY ' Bid Package 1/9647 �Browning Day Mullins Dierdorf Inc ' 8. Pipe Connectors: ASTM C 923 (ASTM C 923M), resilient, of size required, for ' each pipe connecting to base section. 2.4 STORM-WATER INLETS ' A. Curb Inlets: Made with vertical curb opening, of materials and dimensions according to utility standards, ' B. Gutter Inlets: Made with horizontal. gutter opening, of maferials and dimensions according to utility standards. Include heavy-duty frames and grates. Includes payement ' inlets and yazd inlets. . C. Combination Inlets: Made with vertical curb and horizontal gutter openings, of materials ' and dimensions according to utility standards. Include heavy-duty frames and grates. Includes yard inlets. , D. Frames and Grates: Heavy-duty frames and grates according w utility standards. . E. Curb Inlets: Vertical, curb-opening type, of materials and dimensions indicated. ' F. Gutter Inlets: Horizontal, gutter-opening type, of materials and dimensions indicated. ' � Include heavy-duty frames and grates. G. Combination Inlets: Vertical, curb-opening and horizontal, gutter-opening'type, of ' materials and dimensions indicated. include heavy-duty frames and grates. H. Frames and Grates: ASTM A 536, Grade 60-40-18, heavy-duty ductile iron,.frames and ' flat grates, of dimensions indicated. `Include small square or short-slotted drainage openings in grates. ' 2.5 CONCRETE , A. General: Cast-in-place concrete according to ACI318, ACI350R, and the following:- l. Cement: ASTIGI C 150, Type II. ' 2. Fine Aggregate: �ASTM C'33, sand. 3. Coazse Aggregate: ASTM.0 33, crushed gravel. ' 4. Water: Potable. B. Structui'es: Por[land-cement design mix; 4000 psi' (27.6 MI'a) minimum, with 0.45 ' ma�cimum water-cement ratio. 7/96 SEWERAGE AND DRAINAGE 02700 - 6 ' � ' CARMEL CLAY PUBLIC:LIBRARY Bid Package 1/9647 ' �Browning Day Mullins Dierdorf Inc ' 1. ReinforcementFabric: ASTM A 185, steel, welded wire fabric, plain. 2. Reinfoicement Bazs: ASTM A 615, .Grade 60 (ASTlvi A 615M, Grade 400), deformed steeL 1 C. Structure Channels �and Benches: Factory or field formed from concrete. Portland-cement design mix, 4000 psi (27.6 MPa) minimum, with 0.45 maximum ' water-cement ratio. 1. Include channels and benches in manholes. , 2. Include:channels and benches in sanitary sewerage manholes. 3. Include channels andbenches in sanitary sewerage and combined sanitsry sewerage ' and storm drainage manhoies. a. Manhole Channels: Concrete imert, formed to same width as connected ' piping, with,height of the vertical sides to 3/4 of the pipe diameter. Form curved channels with smooth, uniform radius and slope. ' I) Invert Slope: as shown on plans. b. 1vlanhole Benches: Concrete, sloped to:drain into channel. � 1) Slope: 'as shown on plans. ' D. Ballast and Pipe Supports: Portland-cement design mix, 3000 psi (20.7 MPa) minimum, with 0.58 maximum'water-cement ratio. ' 1. ReinforcementFabric: ASTM A 185, steel, welded,wire fabric, plain. 2. Reinforcement Bars: ASTM A 615, Grade 60 (ASTM A 615M, Grade 400), ' deformed steel: ' 2:6 PROTECTIVE COATINGS A. General: Include factory- or field-applied protective coatings to structures and ' appurtenances according to the plans. 2.7 CLEANOUTS � A. Description> ASME A11236:2M, round, cast-iron housing with clamping device and round, secured, scoriated, cast-iron cover. Include.cast-iron ferrule with inside calk or ' spigot wnnection and countersunk, tapered-thread, brass clos,ure plug. Use units with top-loading classificarions according to the following applications: ' 7/96 SEWERAGE AND DRAINAGE 02700 - 7 ' CARMEL CLAY PUBLIC LIBRARY ' Bid Package I/9647 �Browning Day Mullins Dierdorf Inc ' 1. Light Duty: In earth orgass, foot-traffic areas. ' B. Sewer Pipe Fitting and Riser to Cleanout: ASTM A 74, service class, cast-iron soil pipe ' and fittings. 1 2.8 OUTFALLS A. Precast concrete flared end sections,as shown on p.lans. ' ' PART3 - EXECUTION , 3.1 EARTHWORK ' A. Excavating, trenching, and bacl�illing are specified in Division 2 Section "Earthwork." 1 3 2 IDENTIFICATION A.. Materials and their instatlatiomaze specified in Division 2 Section "Earthwoik:" Arrange ' for installation of green warning tapes direcdy over piping and at outside edges of ' underground structures. 1. Use detectable waming tape'over,nonferrous piping and over edges of underground ' structures. 3.3 SEWERAGE PIPING APPLICATIONS ' A. General: Include watertightjoints. • � B. Refer to Part 2 of this Section for detailed specifications for pipe and fitting products listed below.. Use pipe, fittings, and joining methods according to the following � applications. C. Pipe Sizes 8 and 10 Inches(200 and 250 mm): AS1'M D 3034, polyvinyl chloride (PVC) ' 7/96 SEWERAGE AND DRAINAGE 02700 - 8 ' t ' CARMEL CLAY PUBLIGLIBRARY Bid Package 1/9647 � ' �Browning Day_Mullins Dierdorf Inc ' sewer pipe and fittings; or with gaskets and,gasketed joints. 3.4 DRAINAGE PIPING APPLICATIONS ' A. General: Include watertight, silttight, or soiltight joints, except where watertight or silttight joints aze indicated. ' . B. Refer to Part 2 of this Section for detailed specifications._forpipe and fittingproducts ' listed below. Use pipe, fittings, and joining methods according to the following applications. ' C. , Pipe Sizes 4 and 6 Inches(100 and 150 mm): AST'M D3034, polyvinyl chloride (PVC) sewer pipe and fittings;:solvent-cemented joints; or with;gaskets and gasketed joints. , D. Pipe Sizes 8 to 15 Inches (200 to 375 mm): Nonreinforced-concrete sewer pipe and ' fittings; rubber gaskets; and gasketed joints in sizes 8 and l0 inches (200 and 250 mm). Reinforced-concrete sewei pipe and fittings; rubbergaskets; and,gasketed joints in sizes 12 and 15 inches (300 and 375 mmj. , E. Pipe Sizes 18 to 36 Inches (450 to 900 mm): Reinforced-wncrete sewer pipe and fittings; rubber gaskets;.and gasketed joints. ' 3.5 INSTALLATION, GENERAL ' A. General Locations and Arrangements: Drawings (plans and details) indicate the general location and arrangement of underground sewerage and drainage systems piping. ' Location and-azrangement of piping layout take into account many design considerations. Install piping as indicateil,_to extent practical. ' B. Install piping beginning�aYlow point of systems, true to grades and alignment indicated with unbroken continuity of invert. .Place bell ends of:piping.facing upsiream. Install gaskets, seals, sleeves, and couplings according to manufachuer's recommendations for ' use of lubricants, cements, and other installation,requirements. Maintain swab or drag in line and pull past each joint as it is completed. ' C. Use manholes for changes'.in direction, except where fittings aze indicated. Use fittings for branch connections; except where direct tap into existing sewer is indicated. ' D. Useproper size'increasers, reducers, and couplings, where different sizes or materials of pipes and fittings are connected. Reduction of the�size of piping in the direction of flow ' 7/96 SEWERAGE AND DRAINAGE 02700 - 9 1 CARMEL CLAY PUBLIC LIBRARY ' Bid Package I/9647 �Browning Day Mullins Dierdorf Inc ' is prohibited. ' E. Install gravity-flow-systems piping at constant slope between points and�elevations indicated. Install straight piping tuns at constant slope, not less than fhay specified, where , slope is not indicated. F. Extend sewerage piping and connect tobuilding's sanitary drains,of sizes and in locations , indicated. Terminate piping as indicated. G. Install sewerage piping pitched down in direcrion of flow, at minimum slope of 2 percent , (1:50) and 36-inch (1000-mm)minimum cover, except where otheiwise indicated. ' H. Install drainage piping pitched down in direction of flow, at minimum slope of 1 percent (1:100) and 36-inch (1000-mm) minimum cover, except where otherwise mdicated. ' 3.6 PIPE JOIN'I' CONSTRUCTION AND.INSTALLATION ' A. General: Join and install pipe and fittings according to the following. B. Ducrile=Iron Pipe with DucUle-Iron or Gast-Iron Fittings: With push-on joint, ' rubber gaskets according to AWWA C600. 1. Install polyethylene film encasement over ductile-iron pipe and ductile- and ' cast-iron fittings according to AS1'M A 674 or AWWA CiflS. , C. Polyvinyl Chloride (PVC)Plastic Pipe and Fittings; As follows: . 1. Join pipe and gasketed fittirigs with elastomeriaseals according.to ASTM D 232L ' 2. Join profile sewer pipe and ribbed drain pipe and.gasketed fittings with elastomeric seals according,to.ASTM`D2321 and manufacturer's written instruction. � 3: Install according to ASTM D 2321. D. Concrete Pipe and Fittings: Install according to ACPA "Concrete Pipe Handbook." Use � the following seals: 1. Round Pipe and Fittings: .ASTM C 443 (ASTM C 4431vn, rubber gaskets. 1 E. System Piping Joints: Make joints using system manufacturer's couplings, except where � otherwise specified. ' 7/96 SEWERAGE AND DRAINAGE 02700 - 10 ' ' ' CARMEL CLAY PUBLIC LIBRARY BidPackage 1/9647 , �Browning Day Mullins Dierdorf Inc , F. Join piping made of different materials or dimensions with couplings made for this application. Use couplings that are compatiblewith and fit both systems' materials and dimensions. 1 3.7 MANHOLE INSTALLATION ' A. GeneraL• Install�maziholes, complete with accessories„as indicated. ' B. Form continuous concrete channels and benches between inlets and outlet, where indicated. , C. Set tops of frames and covers flush with finished surface where manholes occur in pavements. Set tops 3 inches (76 mm) above finished surface elsewhere, except where otherwise indicated. ' D. Place precast concrete manhole sections as indicated, and install according to ASTM ' C 891. 1. Provide rubberjoint gasket complying with ASTM,C 4.43 (ASTM C 443M), at ' joints of sections. ' 3.8 STORM DRAINAGE:INLET AND OUTFALL INSTALLATION ' A. Construct riprap of broken stone, as indicated. B. Install outlets that spill onto grade, with flared end sections that match pipe, where ' indicated. , 3.9 CONCRETE PLACEMENT A. Place cast=in-place concrete according to ACI 318, ACI 350R, and as indicated. � � � 310 DRAINAGE-SYSTEM INSTALLATION , A. Assemble and install components according to manufacturer's written instructions and as iridicated'. � ' 1 7/96 SEWERAGE AND DRAINAGE 02700 - 11 1 CARMEL CLAY PUBLIC LIBRARY ' Bid Package 1/9647 mBrowning Day Mullins Dierdorf Inc ' , B. Install with top surfaces of components, except piping, flush with final finished surFace. ' 3.11 CLEANOUT INSTALLATION A, Install cleanouts and riser extension from sewer pipe to cleanout at grade. Use cast-iron ' soil pipe fittings in sewer pipes at branches for cleanouts and cast-iron soil,pipe for riser extensions to cleanouts: Install piping.so cleanouts open in direction of:flow in sewer ' pipe. B. Set cleanoutframes'and coveis in`earth in a cast-in-place concrete block, 18 by 18 by 12 t inches(450 by 450 by 300 mm) deep. Setwith tops T inch{25 mm) above surrounding earth grade. ' 3.12 DRAININSTALLATION. � . , A. Install type drains in locations indicated. B. Fasten grates to drains if indicated. ' C. Set drain frames and covers with tops_:flush with surface of paving. , 3.13 TAP CONNECTIONS , A. Make connections to existing piping and underground structures so finished work ' conforms as nearly as practicai to.requirements specified for new work. 3.14 CLOSING ABANDONED SEWERAGE AND DRAINAGE SYSTEMS , A. Abandoned Piping: Close open ends of abandoned underground piping that is indicated � to remain in place. Include closures strong enough to withstand hydrostatic and eartti pressures that may result after ends'of abandoned piping have been closed. Use either of the following procedures: ' 1. Close open ends of piping with af least 8-inch- (200-mm-) thick biick masonry bulkheads. t 2. Close open ends of piping with threaded meta] caps, plastic plugs, or other 7/96 SEWERAGE AND DRAINAGE 02700 - 12 ' , ' CARMEL GLAY PUBLIC LIBRARY Bid Package 1/9647 ' �Browning Day Mullins Dierdorf Inc ' acceptable methods suitable for size and type of material being closed. Do not use wood plugs. � ' B. Abandoned Structures: Excavate around suucture as required•and use either of the following procedures: ' 1, Remove structure and close open ends of remaining pip'ing. 2. Remove top of stiucture down to at least 36 inches (1000 mm) below final grade. Fill to within 12 inches (300 mm) of top with stone, rulible, gravel, or compacted ' dirt. Fill to top with concrete. 3. Backfill to grade according to Division 2 Section "Earthwork." � 3.15 F1ELD QLTALITY CONTROL ' A. Clear interior of piping and structures of dirt and supertluous material as the work progresses. Maintain swab or drag in piping and pull p'asYeach joint as it is completed. 1 1. Place plug in end of incomplete piping at end of day and whenever work stops. ' B. Inspect interior'of piping to determine whether line displacement or other damage has occurred. Inspect afterapproximately 24 inches (600 mm)of backfill is in place, and , again at completion of the Project. ' 1. Submit sepazate reports for each system inspection. 2. Defectsaequiring correction include the following: ' a. Alignment: Less than full diameter of inside of pipe is visual between structures. b. Deflection: Flexible piping with deflection thatprevents passage of a ball or , cylinder of a size nof less than 92.5 percent of piping diameteT. c. Crushed, broken, cracked, or otherwise.damaged piping. d. Infiltration: Water leakage into piping. ' e. E�'iltration: Water leakage from oT azound piping. 3. Replace defective piping using new materials.and repeat inspectionsuntil defects ' aze within allowances specified. 4. Reinspect and repeat procedure until results are satisfactory. ' C. Test new piping systems and parts of existing systems that have been altered, extended, or repaired for leaks and defects. , 7/96 SEWERAGE AND DRAINAGE 02700 - 13 1 CARMEL CLAY PUBLIC LIBRARY , Bid Package 1/9647 �Browning Day Mullins Dierdorf Inc ' 1. Do not:enclose, cover,,or put into service before inspection and approval. ' 2. Test completed piping system§ according to authorities having jurisdiction: 3. Schedule tests, and their inspections`byauthorities having jurisdiction, with at least 24 hours' advance notice: ' 4. Submit sepazate reports for each test. 5. Where authorities having jurisdiction do not have published procedures, perform tests as follows: , END OF SECTION 02700 ' • ' ' 1 1 , ' ' � ' . � 1 7/96 SEWERAGE AND DRAINAGE 02700- 14 ' , ' , CARMEL CLAY PUBLIC LIBRARY Bid Package 1/9647 ' �Browning Day Mullins Dierdorf Inc. ' SECTION 02711 - FOUNDATION DRAINAGE SYSTEMS ' PART 1 - GENERAL I1.1 SUMMARY: tA. This Section-includes foundation, subsoil drainage systems. B. Related Sections: The following Sections contain requirements that relate to this Section: � 1: Division 2 Section"'Earthwork" for excavating, trenching, and backfilling. ' 2. Division 2 Section "Sewerage and Drainage" for connections to storm drainage systems ' 3. Division3 Section "Cast-in-Place Concrete" for concrete slabs. ' 1:2 SUBMITTALS: ' A. GeneTal: Submit each item in this Article according to the Conditions of the Contract and Division 1 Specification Sections. ' B. Product data for the Followine: 1. Solid pipe fo,r tight joints. ' 2. Perforated piping. � ' 1.3 OUALTTY ASSURANCE: ' A. Installer Qualifications: Engage an experienced Installer who has completed foundation drainage systems`siinilar in material, design, and extent fo that indicated for this Project and with a record of successfiib in-secyice performance. ' ' 7/97 FOUNDATION DRAINAGE SYSTEMS 02711 - 1 , ' CARMEL CLAY PUBLIC LIBRARY ' Bid Package 1/9647 �Browning Day Mullins Dierdorf Inc ' 1.4 COORDINATION: ' ' A. Coordinate foundation drainage system installation with excavating trenching, and , backfilling. B. Coordinate piping termination with storm drainage system. , PART2 - PRODUCTS 1 2.1 . PIPES AND FITTINGS: ' A. General: Include pipes, fittings, couplings, and joint materials. B. Perforated. Polyethylene (PE�Pipe and Eittin�s: ASTM F 405, corrugated, for coupled ' joints. ' 1. Couplings: Manufacturer's standard, band type. C. Joint Screenine: 1 of the-following coverings for each open joint: „ ' 1. Woven geotextile filter:fabric, in 1 ormore layers, for minimum'total weight of 3 ' oz./sq. yd. (0.10 kg/sq. m). Include fabric covering for entire length of tile � installation. 2.2 SOIL MATERIALS: I A. Imoervious Fill: Clayey graveLand sand mixture capable of compacting to dense state. � B. Drainage Fill: Washed, evenly graded mixture of crushed stone, or crushed or uncrushed gravel, ASTM D 448, coarse aggregate,Size No. 57, with 100 percent passing'1-1/2-inch � (37:5-mm) sieve and not more than 5 percent passing No. 8 (2,36-mm) sieve. C. Filterine Material: Evenly graded mixture ofnatural or,crushed gravel or crushed stone , and natural sand, with 100 percent passing 1-1/2-inch (37.5-mm) sieve and 0 to 5 percent passing No. 50 (0.3-mm) sieve. � 7/97 FOUNDATION DRAINAGE SYSTEMS 0271.1 - 2 , ' ' � tCARMEL CLAY;PUBLIC-LIBRARY Bid Package 1/9647 � �Browning Day Mullins Dierdorf Inc ' PART 3 - EXECUTION � 3.1 EXAMINATION: ,' A. Examine surfaces and areas for suitable conditions where foundation drainage systems are to be installed. Do riot proceed until unsatisfactory conditions have been corrected. I3.2 FOLJNDATION DRAINAGE SYSTEM APPLICATIONS: ' A. Svstems with 4-Inch (DN 100) Pipin�: As follows: ]. Perforated, polyethylene (PE) pipe and fittings, couplings, and coupled joints. ,' • � 3.3 PIPING INSTALLATION A. Locate drainage around perimeter of building and perimeter of elevator pits. ' B. Install piping beginning at.low points of system, true-to grades and alignment indicated, with unbroken continuity of invert. Bed piping with full bearing, solidly in filtering � material. Install gaskets, seals, sleeves, and couplings according to manufacturer's written instrucfions and otherrequiremen[s indicated. � L Install piping pitctied down in direction of flow, at a minimum slope of 1 percent (1:100) and with a mimmum cover of 36 inches{1000 mm), except where otherwise indicated. ' 2. Lay open joint tile spacecl as indicated on Drawings or, if not indicated, with 1/4- inch (6-mm) space between ends. Cover top 2/3 of joint opening with joint ' screeningmaterial and tie with corrosion-resistant wire. 3. Apply and compac[ impervious fill material to raise low areas or where ' unsatisfactory bearing soil may occur. 1 , 7/97 FOLJNDATION DRAINAGE SYSTEMS 02711 - 3 ' � CARMEL CLAY PUBLIC LIBRARY ' Bid Package 1/9647 �Browning Day Mullins Dierdorf Inc ' C. E�ctend piping and connect to storm drainage system, of sizes and inlocations indicated. ' Terminatepiping as indicated. _ ' 3.4 PIPE JOINT CONSTRUCTION AND INSTALLATION: A. Generai: Join and install pipe and fittings as indicated and according to the following. ' B. Polyethvlene PEl Pipe and Fittines: As follows: ' L Join pipe, tubing, and fittings with couplings for soiltight join[s according to AASHTO "Standard Specifications for Highway Bridges," Division II, Section � 26.4.2.4 "Joint Properties"; and manufacturer's written instructions. 2. Join perforated pipe and fittings with couplings for soiltight joints according to ' AASHTO "Standard Specifications for Highway Bridges," Division II, Section 26.42.4 "Joint Properties'; or ASTM D 2321; and manufacturer's written instructions. ' 3: Install according to ASTM D2321 and manufacturer's written instructions. ' 4. Install perforated pipe with perforations down. C. Join piping made of different materials'and dimensions with special couplings made for this � application. Use couplings that are compatible with and that fit both pipe materials and dimensions. � 3.5 SOII, MATERIAL INSTALLATION: ' A. Imoervious Fill at Footinas: Place impervious fill;material on subgrade�adjacent to bottom of footing after concrete footings have.6een cured and forms removed. Place and compact � impervious fill to dimensions indicated but not less than 6 inches deep and 12 inches wide. B. Filterine Material: Place supporting layeT of filtering material over compacted subgrade � where drainage pipe is to be laid to depth indicated or, if not indicated, to compacted depth of not less than 4 inches. � 7/9'7 FOUNDATION DRAINAGE SYSTEMS 02711 - 4 ' � ' ' CARMEL CLAY PUBLIC LIBRARY Bid Package 1/9647 ' �Browning Day Mullins Dierdorf Inc ' C. Drainaee Fill: Place fill over drain piping after satisfactory testing and covering with filtering material. Coverpiping to width of at least,6tinches on each side and above top t of pipe to within 12 inches of finish grade. Place fill material in layers not exceeding 3 inches in loose depth; and compact each layer placed. ' l. Place 1 layer of synthetic drainage fabric, overlapping edges at least 4 inches, over drainage fill material. ' D. Fill to Grade: Place impervious fill material over compacted drainage fill. Place materiai in loose-depth layerssnot exceeding 6 inches. Thoroughly compact each layer. Fill to finish elevations and slope away from building. i' 3.6 FIELD OUALITY CONTROL: � A. Testin : Test drain piping with water or visually check,piping to ensure free flow before , backfilling. Remove obstructions, replace damaged components, and repeat test until results are satisfactory. ' 1. Place additional filtering material to depth of 4 inches around sides and top of drains after testing. ' END OF SECTION ' . 1 i 1 1 ' 7/q� FOUNDATION DRA.iNAGE SYSTEMS 02711 - 5 ' ' CARMEL CLAY PUBLIC LIBRARY Bid Package 1/9647 , OO Browning Day Mullins Dierdorf Inc ' 4F['TION 02831 - GFLAIN LINK FENCES AND GATES ' PART1 - GENERAL ' 1.1 RELATED DOCUMENTS , A. Drawings and:general propisions;of the Contract; including General and Supplementary Condi[ions and Division 1 Specification Sections; apply to this Section. � , 1.2 SUMMARY , A. This Section includes the following: 1. Polyvinyl chloride (PVC)-coated steel chain link fabric. � 2. . Galvanized-steel f;amework. 3. Polymer-coated steel framework. ' B. Related Sections: The following Sections contain requirements that relate to this Section: t 1. Division 2 Section "Earthwork" for filling and grading work. 2. Division 3 Section"Cast-in-Place Concrete" for concretefor post footings. , 13 SUBMITTALS ' A. General: Submit the following according to the Conditions of the Contract and Division 1 Specification�Sections. ' B. Product data in the form of manufacturer's technical.data; specificaUOns, and installation instructions for fence.and.gate posts, fabric, gates, gate operators, and accessories. ' C. Shop drawings showing location of fence,gates,each"post,and details of-post installation, extension arins, gate swing, hazdwaze, and accessories. ' D. Samples for initial selection of PVC color in form of manufacturer's color charts or 6-inch lengths of actual fabric w'ue showing colors available. ' E. Samples for verification of PVC color in fonn of 6-inch lengths of actual fabric wue to be used in,color selected. � ��q� � CHAIN LINK FENCES AND GATES 02831 - 1 '. CARMEL CLAY PUBLIC LIBRARY � Bid Package 1/9647 �OBrowning Day Mullins Dierdorf Inc ' 1. Include similar samples of polymer coating applied on posts,rails,and accessories in ' color selected. , 1.4 QUALITY ASSURANCE A. Installer Qualifications: Engage an experienced Installer who has at least three years' , experience and has completed at least five chain link fence projects with same material and of similaz scope to that indicated for this Project with a successful consuuction record of ' in-service performance. B. Single-Source Responsibility: Obtain chain link fences and gates, including accessories, ' fittings, and fastenings, from a single source. 1.5 PROJECT CONDITIONS ' A. Field Measurements: Verify layout inforination for fences and gates shown on the D[awings in � relation to the property survey and existing structures. Verify dimensions by field measurements. ' PART2 - PRODUCTS ' 2.1 FABRIC ' A. Selvage: Knuckled on both.selvages. B. Steel Chain-Link Fence Fabric: Fabricated in one-piece widths for fencing 12 feet and less in ' height to comply widt Chain Link Fence Manufactu�eis Institute(CL.F1vII)"Product Manual"and with requirements indicated below: � 1: Mesh and Wire Size: 2-inch mesh, 0.120-inch diameter (11 gage). 2. Coating: ASTM F 668, Class 1, PVC. , 3. PVC Coafing Color: As selected by Architect from manufacturers'standazd colors of green, olive green, brown, or black complying with ASTM F 934. � 2.2 FRAMING A. Round member sizes are given in actual outside diameter(OD)to the nearest thousandth of � 7/97 CH:AIN LINK FENCES AND GAT'ES 02831 - 2 ' 1 ' CARMEL CLAY PUBLIC LIBRARY • Bid Package I/9647 ' OO Browning'Day IVlullins Diecdorf Inc � inches: Round fence posts and rails are often refecred to in ASTM standard specifications by nominal pipe sizes.(NPS)ofthe equivalent hade"sizes in inches. Thefollowing indicates these equivalents all measured in inches: , Acmal OD �� • Trade Size 1315 1 1-3/8 t 1.660 1-1/4 1-5/8 1.900 1-1/2 2 2.375 2 2-1/2 ' 2.875 2-1/2 3 3.500 3 3-1/2 4.000 3-1/2 4 ' 6.625 6 6-5/8 8:625 8 8-5/8 � B. Residential Fence: Galvanized-steel tubing posts and rails confornting to ASTM F 761 with a minimum outside protective coating of 0.6 oz. of zinc per sq. ft., a chromate conversion ' coating,and a cleaz;polymer oyercoaz. Provide inside protective coating of 0.6 oz.of zinc per sq. ft.or 81 percent,0:3-mil-thick zinc pigmented coating. Provide the following sizes of framing members with round galvanized-steel gate�posts conforming to ASTM F 654. ' 1. ' Top Rail: 1315-inch OD with 0.055-inch minimum wall thickness. 2. Fence posts for fa6ric up to 6 feet.high. ' a. Line Posts: 1.660-inch OD with.0:065-inch minimum wall thickness. b. Terminal and Comer Posts: 1.900-inch OD with 0.065-inch minimum wall thidmess. , ' 3. Gate posts for,leaf width as follows: ' a. Over 4 Feet: 2375-inch OD with 0.095-inch minimum wall thickness. 2.3 FITTINGS AND ACCESSORIES ' A. Material:'Comply with ASTM F 626. Mill-finished aluminum or galvanized iron or steel to suit � manufacturer s standards. ' T, Steel and Iron:• Unless specified otherwise„hot-dip galvanize pressed steel or cast-iron fence fittings and accessories with at least 1.2 oz. zinc per sq. ft. as � determined by ASTM A 90. 2. Sdpplemental Color Coating: In addition to above metalliccoatings,provide a 10-mil minimum polyvinyl chloride(PVC)plastic resig finish applied to exterior surfaces and, ' exceptin§ide cap sfiapes, to exposed interior surfaces. Color to match chain link fabric. . ' 7/97 CHAIN LINK FENCES AND GATES 02831 - 3 ' CARMEL CLAY PUBLIC LIBRARY ' Bid Package 1/9647 �OBrowning Day Mullins Dierdorf Inc , 2.4 CONCRETE ,. A. Concrete; Provide concrete consisting of portland cement per ASTM C TSO,aggregates per ASTM C 33, and potable water. Mix materials to obtain concrete with a minimum 28-day ' wmp�essive strength of 3000 psi, Use at least four sacks of cement per cu.yd., l-inch maxunum size aggregate, 3-inch ma�cimum slump. 1 2.5 GATES . A. Residential Fences: Fabricate gates according to ,ASTM F 654. 1 B. Fabricate perimeter fraroes of gates from same material and&nish as fence fiamework Assemble ' gate'frames by welding. Provide horizontal and vertical membersto ensure,proper gate operation and aUachment of fabric,hudware,and accessories. Space fiame membeis maxunum of S feet apart unless othenvise indicated. ' 1. Fabric: Same as for fencepnless otherwise indicated; Secure fabricat vertical edges wi[li tension bazs and bands+and-to top and bottom�offrame with tie wires. ' 2. Biacing: Install diagonal cross,bracing consisting of 5/16-inch-diameter adjustable-length truss rods on gates to ensure frame rigidity wifhout sag or twist. C. Swing Gates: Gomply with ASTM F 900. � 1. Steel: Gates up [o$ feet wide: ' a. Up to 6 F�eet I-Tigh: Falmcate perimeter frames of 1.660-inch minimum OD Type I or ' II steel pipe or'1-1/2-inch-squaze galvanized-steel tubing weighing 1.84 lb per sq. ft. 2. Gate Haidwaze: Provide"galvanized t�ardware and accessories'for each gate according to ' the following: a. Hinges: Size'and material to suit gate size, non-lifr-off type; offset to permit ' 180-degree gate opening. Provide 1-1/2 pair of hinges for each leaf over 6-foot nominal height. � b. La[ch: Forked type or plunger-baz type to permiCOperation from either side of gate, with padlock eye:as an integral part of latch. a Keeper:.Provide a keeper for vehicle gates that au[omatically engages gate leaf � and holds i[in the open position until manually released. d. Gate Stops: Provide gate stops for double gates�consisung of mushroom-type flush plate with anchors�set in concrete,and designed to engage a center di�op'rod or ' plunger bar. Include a locking device and padlock eyes,as an integral pazt of the 7/97 CHAIN LINK FENCES AND GATES 02831 - 4 ' � ' CARMEL CLAY.PUBLIG LIBRARY Bid Package 1/9647 , • OO Browning Day Mullins Dierdorf Inc ' latch, permitting bo[h gate leaves [o.be locked with a single padlock. ' PART 3 - EXECUTION 1 3.1 INSTALLATION A. General:. Install fence to comply with ASTM F 567. Do notbegin installation and erecUOn ' before.final grading;is completed, unless otherwise pernutted. 1. Apply fabric to outside of framework. Install fencing on boundary lines inside of ' property line established by survey as required by Division 1. B. Excavation: Drill or hand�xcavate(using post-hole digger)holes for posts to diamete�s and ' spacings indicated, in.£um, undisturbed or compacfed;soil. 1. If not indicated on Drawings, excavate holes for each post to minimum diameter ' recommended by fence manufachuer,but not less than four times the largest cross section of post. ' 2. Unless othenvise indicated,excavate hole depths approximately 3 inches lower ihan post bottom, with bottom of posts set not less than 36 inches below finish grade surface. C. Setting Posts: Center and�align posts in holes 3 inches above bottom of excavation. Space a , ma�cimum of 10 feet o.c., unless otherwise indicated. ' � 1. Protect poition,of posts above ground from concrete splatter. Place concrete around posts and vibrate or tamp for consolidation. Check each post for vertical and top alignment, and hold in position during placement and finishing operations. ' a. Unless otherwise indicated,extend concrete footings 2 inches above grade and ' trowel to a crown to shed water: ' D. Top Rails: Run rail continuously Uuough line post caps,bending to radius for curved runs and at other posts terminaUng utto rail end attached to posts or posc caps fabricated to receive ' rail. Provide expansion couplings as recomaiended by fencing manufacturer. E. Brace Assemblies: Install braces at end and gate posts and at both sides of corner and pull ' posts. Locate horizontalbraces at midheighCof fabric on fence's with top rail and at two thirds fabric height on-fences without top rail. Install so posts are plumb when diagonal rod is under propertension. , F: . Bottom Tension Wire: lnstall tension wire within 6 inches of bottom of fabric before stretching ' ��97 CHAIN LINK FENCES AND GATES 02831 - 5 ' CARMEL CLAY PUBLIC LIBRARY ' Bid Package 1/9647 �OBrowning Day Mullins Dierdorf Inc ' fabric and tie to each posfwi[h not less [han same gage and type of wire. Pull wire;tau[, � without sags, Fasten fabric to tension wire with 0120-inch-diameter(11-gage)hog rings of same material and finish as fabric wire, spaced a maximum of 24 inches o.c. G. Fabric: Leave approximately 2 inches beriveen finish grade and bouom selvage unless otheiwise � indicated. Pull fabric tau[ and tie to posts, rails, and tension wues. Install fabric on security side of fence,and anchor to framework so that fabric remains under tension after � pulling force is released. H. Tension or Stretcher Bars: T'hread through'fabric and secure to end,comer,pull,and gate � posu with tension bands spaced not over 15.inches o.c. I. Tie Wires: Use wire of proper length to securefabric firtnly to posts and rails. Bend ends of � wire to minimize hazard to persons or.clothing. 1. Maximum Spacing: Tie fabric to line posts 12 inches o.c. and to rails and braces 24 � inches o.c. J. Fasteneis: Install nuts for tension bandsand carriage bolts on,the side of the fence opposite a [he fabric side. Peen ends of bolts or score threads to prevent removal of nuts for added security. � 3.2 GATE INSTALLATION A. Install gates plumb, level, and secure for full opening without interference. Install � g�iound-set items in concrete'for,anchoiage. Adjust hardware for smooth_operation and lubricate , where necessary. Install gates according to manufacturer's instructions,plbmb,level,and secure. � END OF SECTION 02831 � � � . . , , ' 7/9� � CHAIN LINK FENCES AND GATES 02831 - 6 � , , CARMEL CLAY PUBLIC LIBRARY Bid Package 1/9649 ' OBrowning�Day Mullins.Dieidorf Inc ' SECI'ION 02831 - CHAIN LINK FENCFS AND GATFS I . PART1 - GENERAL I1.1 RELATED DOCUMENTS ' A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 1 Specification Sections, apply tothis Section. t1.2 SUMMARY , A. This Section includes the.following: 1. Polyvinyl chloride (PVC)-coated steel chain link fabric. t � 2. Galvanized-steel framework. 3. Folymer-coated steel framework. , B. Related Sections: The following Sections contain requirements that relate to this Section: ' 1. Division 2 Section "Earthwork" for filling and grading work. 2. Division 3 Secpon "Cast-in-Place Concrete" for concrete for post footings. ' 1.3 SUBMITTALS ' A. General: Submit the followingaccording to the Conditions of[he Contract and Division 1 SpeciFication'Sections. ' B. Product data in the form of manufactiuer.'s technical data, specifications, and installation ins[ructions for fence:and gate,posts, fabric, gates, gate,operators, and accessories. , C. Shop drawings showing location, of fence, gates, each post, and details of post installation, extension azms, gate swing, hazdware; and accessories: , D. Samples for initial selection of PVC color in form of manufacturer's color charts or 6-inch lengths of actual fabric wire showing colors available. ' E. Samples for verification of PVC color in focin of 6-inch lengths of actual fabric wire to be used in color 'selected., , ' 7/97 CHAIN LINK FENCES AND GATES 02831 - 1 ' CARMEL CLAY PUBLIC LIBRARY ' Bid Package 1/9647 OO Browning Day Mullins Dierdorf Inc ' 1. Include similaz samples of polymer coating applied on posts,rails, and accessories , in color selected. � 1.4 QUALITY ASSURANCE A. Installer Qualifications: Engage an experienced Installer who has at least three yeazs' � experience and has completed at least five chain link fence projects with same material and of similaz scope to that indicated for this Project with a.successful construction � record of in-service performance. B. Single-Source Responsibility: Obtain.chainlink fences and.gates, including accessories, � fi[tings, and fas[enings, from a single source. 1.5 PROJECT CONDITIONS a A. Field.Measuremenu: Verify layout information for fences and gates shown on the � Drawings in relation to the�property survey and existing structures. Verify dimensions by field measurements. � PART 2 - PRODUCPS � 2.1 FABRIC � A. Selvage: Knuckled on both selvages. B. Steei Chain-Link Fence Fabric: Fabricated in one-piece widths for fencing 12 feet and � less in height to wmply with Chain" Link Fence Mannfacturers Institute (CLFMI) "Pcoduct Manual" and with requirements indicated below: , 1, Mesh and Wire Size: '2-inch mesh, 0.120-inch diameter(11 gage). 2. Coating: ASTM F 668, Class'1, PVC. ' 3. PVC Coating Color: As'selectedby Architect from manufactureis' standazd colors of green, olive green, brown, or black complying with ASTM F 934. ' 2.2 FRAMING I A. Round member sizes are given in actual outside diameter(OD) to the nearest.thousandth 7�97 CHAIN LINK FENCES AND GATES 02831 - 2 ' , ' , ' CARMEL CLAY PUBLIC LIBRARY Bid Package,l/9647 t �OBrowning Day�Mullins Dierdorf Inc , of inches. Round fence posts and rails aze ofren referred to in ASTM standard specifications by nominal pipe sizes (NPS)or the equivalent trade sizes in inches. The following indicates t}iese equivalents all measured in inches: , Actual OD NPS Size Trade Size 1.315 1 1-3/8 ' 1.660 1-1/4 1-5/8 _ 1.900 1-1/2 2 2375. ' 2 2-1/2 ' 2.875 2-1/2 3 3.500 3 3-1/2 4.000 3-1/2 4 ' 6.625 6 6-5/8 8.625 8 8-5/8 , B. Residential-Fence: ;Galvanized-steel tubing posts and rails conforming to ASTM F 761 with a minimum.outside protective coating of 0.6 oz: of zinc per sq. ft., a chromate ' conversion`coating, and a cleaz polymer oVercoat. Provide inside protective coating of 0.6 oz. of zinc per-sq. ft. or 81 percent;03-mil-thick zinc pigmen[ed coating. Provide the following sizes, of framing membets with round galvanized-steel gate posts ' confomdng to ASTM F 654. 1. Top Rail:• 1:315-inch OD with 0.055-inch minimum wall thickness. ' 2. Fence posts for fabric up to 6 feet high. a. Line Posts: 1.660-inch OD with 0.065-inch minimum wall[hickness. ' b. Terminal and Corner Posts: 1.900-inch OD with 0.065-inch minimum wall thickness. ' 3. Gate posts for leaf wi8th as follows: a. Over 4 Feet: 2:375-inch OD with 0.095-inch minimum wall thickness. ' 23 FTTTINGS�AND ACCESSORIES ' A: Material: Comply with ASTM F 626. Mill-finished aluminum or galvanized iron or steel fo suit manufactu�er's standazds. . ' 1. Steel and Iron: Unless specified othenvise, hot-dip galvanize pressed steel or cast-iron fence fittings azid accessories.•with at least 1.2 oz. zinc per sq. ft. as ' deternuned by ASTM-A.90. 2. Supplemental<Color Goating: In addition to.above metallic coatings, provide a 10-mi1 minimum polyvinyl chloride (PVC) plastic,resin finish applied to exterior ' 7/97 CHAIN LINK FENCES AND GATES 02831 - 3 � CARMEL CLAY PUBLIC LIBRARY ' Bid Package 1/9647 OO Browning Day Mullins Dierdorf Inc � surfaces and, except.inside cap shapes, to exposed interior surfaces. Color to � matcli chain linkfabric. 2.4 CONCRETE � A. Concrete: Provide concrete consis[ing of portland cement per ASTM C 150, aggregates per ASTM C 33, and potable water, Mix ma[erials to ob[ain concre[e with a minimum � 28-day compressive strength of 3000 psi. Use at least four sacks of cement per cu. yd., 1-inch maximum size aggregate, 3-inch ma�cimum slump. � 2.5 GATES A. Residential Fences: Fabricate gates according[o ASTM F 654. • a • B. Fabricate perimeter frames of gates from same material and finish as'fence framework. a Assemble gate frames by welding, Provide horizon[al and yertical members to ensure proper gate operaaon and attachment of�fabric,hardware, and accessories. Space frame members maximum of 8 feet apart unless otherwise indicated. �. 1. Fabric: Same as for fence unless otherwise indicated. Secure fabric at yertical � edges with tension bars and bands and to top and bottom of frame witli tie wires. 2. Bracing: Install diagonal cross-bracing consisting of 5/16-inch-diameter � adjustable-length truss rods on�gates to ensure frame rigidity without�sag or twist. � C. Swing Gates: Comply with ASTM F 900. 1. Steel: Gates up to 8 feet wide: � a. Up to 6 Feet High: Fabricate perimeter frames of 1.660-inch minimum OD ' Type I or II steel pipe or 1-1/2-inch-square galvanized-steel tubing weighing 1:841b per sq.'ft. 2. Gate Hardware: Provide galvanized hardware and accessories for each gate � according to the following: a. Hinges: Size and';material to suit gate size, non-lift-off type; offsetto permit � 180-degree gate.opening. Provide 1-I/2 pair of hinges for each leaf over 6-foot nominal heigh[. t b. Latch: Forked type or,plunger=baz type to permit operafion from either side of gate, wi[h padlock eye as.an integal.part of latch. ' c. Keeper: Provide;arkeeper for yehicle gates that automatically engages gate leaf and holds it in the open position until manually released. '7/9j CHAIN LINKFENCES AND GATES 02831 - 4 , � } , CARMEL CLAY PUBLIC LIBRARY Bid Package, l/9647. , OO Browning Day Mullins Dierdorf Inc ' d. Gate ,Stops: Provide gate +stops .for double gates consisting of mushroom-type flush plate wich anchors, set in�concrete, and designed to engage a center drop rod or plunger bar. Include a locking device and ' padlock eyes as an integral par[ of the latch, permitting both gate leaves to be locked with a single padlock. IPART 3 - EXECUTION , 3.1 INSTALLATION , A. General: Install fence to,comply with ASTM F 567. Do not begin installation and erec[ion before final grading is completed, unless otherwise pernutted. ' 1. Apply fabriato outside of framework. Install fencing on boundary lines inside of property line established by survey as required by Division 1. tB. Excavation: Drill or hand-excavate(using post-hole digger).holes for posts to diameters and spacings indicated, in firm, undisturbed or compacted soil. � 1. If not indicated on Drawings, excavate holes for each post to minimum diameter recommended'6y fence manufacturer, but not less than four times the lazgest cross ' section,o€posf: 2.` Unless otherwise indicated, excavate hole depths,approximately 3 inches lower than post bottom, with bottom of posts set not less than 36 inches below finish ' grade surface. C. Setting Posts: Center and align posts in holes 3 inches above bottom of excavation. ' Space a ma�cimum of 10 feet o.c., unless otherwise indicated. 1. Protect portion of�,posts above ground from concrete splatter. Place concrete ' azound posts and vibrate�or tamp for consolidation. Check each post for veRical and top'alignment,and'hold in position during placemen[and finishing operations. ' a. Unless otherwise indicated, extend concrete fbotings 2 inches above grade and trowel to a crown to shed water. ,' D. Top Rails: Run rail continuously through line post�caps, bending to radius for curved runs and at other posts terminating in[o rail;end attached to posts or post caps fabricated ' to receive rail. Provide expansion couplings-as tecommended by fencing manufacturer. E. Brace Assemblies: Install braces at end and gate posts and at both sides of comer and , 7/97 CHAIN LINK FENCES AND GATES 02831 - 5 ' CARMEL CLAY PUBLIC LIBRARY ' Bid Package 1/9647 OO Browning Day Mullins Dierdorf Inc ' pull posts. Locate horizontal braces at midheight of fabric on fences with top rail and a[ � two thirds fabric height on fences without top rail. Install so posts aze plumb when diagonal rod is under proper tension. F. Bottom Tension Wire: Install tension wire within 6 inches of bottom of fabric before � s[retching fabric and tie to each'post with not less than same gage and type of wire. Pull wire taut,without sags. Fasten fabric to tension wire with 0.120-inch-diameter(11-gage) � hog rings of same material and finish as fabric wire, spaced a m�imum of 24 inches o.c. G. Fabric: L.eave appror.imately 2,inches between finishgrade and bottom selvagennless D otherwise indica[ed., Pull fabric taut and tie to posts, rails, and tens'ton wires. Install fabric.on security side of.fence, and anchor to framework so that fabric remains under tension affer pulling force is released. � H. Tension or Stretcher Bars: Thread through fabric and secure to end,comer,pull,and gate posu with tension bands spaced noGOVer 15 inches o.c. � I. Tie Wires: Use wire'of prope; length to secure fabric firmly to posts and rails. Bend � ends of wire to,minimize hazazd to persons or clothing. � 1. Ivla�cimum Spacing: Tie fabric to line posts 12 inches o.c. and to rails and braces � 24 inches o.c. J. Fasteners: Install nuts for tension bands and cazriage bolts on the side of the fence � opposite:the fabric side. Peen ends of bolts or score threads to preyent removal of nuts for added securiry. 1 3.2 GATE INSTALLATION A. Install gates plumb, level, and secure for full opening without interference. Install � ground-set items in concrete for anchorage. Adjustxhazdwaze for smooth operation and lubricate•where necessary. Install gates according to manufacturer's instructions, plumb, , . level, and secure. END OF SECTION 02831 � ' ' ��97 CHAIN LINK FENCES AND GATES 02831 - 6 , ' ' CARMEL CLAY PUBLIC LIBRARY Bid Package 1/9647 ' �OBrowning Day.Mullins:Dierdorf Inc ' SECTION"03300 - CAST=IN-PLACE CONCRETE ' PART1 - GENERAL � ' 1.1 RELATED DOCUMENTS A. Drawingsand general,provisions of[he Contract, including General and Supplementary ' . Conditions and Division 1 Specification Sections, apply to this Section. ' 1.2 SUMn�1ARY ' A. This Section specifies cast=in place concrete,including formwork,reinforcing,mix design, placement procedures;'and finishes. ' B. Cast-in-place concrete includes the following: . 1. Foundations and footings. ' 2. Slabs-on-gade. 3. Fill for steel deck. 4. Founda[ion walls. ' S. Equipmenf pads'and bases. 6. Fill for steel pan stairs. ' C. Related Sections: The following Secdons contain requirements that relate to this Section: 1. Division 2 Section "Por[land Cement Concrete Paving" for concrete paving and walks. ' 2. Division 5 Section "Steel Deck° for steel deck construction.. 1.3 SUBMITTALS ' A. 'General: Submit the following according to Conditions.of the Contract and Division 1 ' Specification'Sec[ions. B. Product data for.ptoprietary mateqals and items, including reinforcement and forming ' accessories,adiaixtures,patching compounds,waterstops,joint systems,curing compounds, dry-shake finish*materials, and:others if requested°by Engineer. ' C. Shop drawings for reinforcement detailing fabricating„bending, and placing concrete reinforcement. Comply with ACI 315"Manual of Standard Practice for Detailing Reinforced ' 7�97 CAST-IN-PLACE CONCRETE 03300 - 1 , CARMEL CLAY PUBLIC LIBRARY � Bid Package 1/9647 OO Browning Day Mullins Dierdorf Inc ' Concrete Structures" showing baz schedules, stirrup spacing, bent baz diagrams, and arrangement of concrete reinforcement. Include special reiriforc'tng required foi openings � through concrete structures. D. Laboratory test reports for concrete materials and mix design test. � � E. Material certificates in lieu of material laboratory test reports when pemutted byEngineer. Material certificates shall be signed by manufacturer and Contractor, certifying that each . � material item complies with or exceeds specified requirements. Provide certification from admixtute manufacturers that chloride content complies with specification requirements. F. Minutes of preinstallation conference. � 1.4 QUALITY ASSURANCE a A. Codes and Standazds: Comply withprovisions of the following codes,specifications,and a standards, except where more stringent requirements aze shown or specified: 1. American Concrete Institu[e(ACn 301, "Specifications for St[uctural Concrete for � Buildings." . 2. ACI 318, "Building Code Requirements forReinforced Concrete." 3. Concrete Reinforcing Steel Institute (CRSI) "Manual of Standard Practice." � B. Concrete Testing Service: Owner shall engage a testing agency acceptable to Engineer to perform material evaluation tests and to design concrete mixes. , C. Materials and installed work may ieguire testing and netesting at any time.during progtess of , Work. Tests,including retesting of i�ejected materials for installed Work,shall be done at Contractor's expense. D. Preinstallation Conference: Conduct conference at Project site to comply with requirements ' of Division 1 Section "Project Meetings" and the following: 1. At least 35 days prior to submitting design mixes,conduct a meeting to reviewdetailed , iequirements for preparing concrete design mixes and to deternvne procedures for satisfac[ory concrete operations. Review requirements for submittals, status of � coordinating work,and availability of materials. Establish preliminary work progress schedule and procedures for materials inspection,testing,and certifications. Require representatives of each entity direcdy wncemed with cast-in-place wncrete to attend ' • conference, including, butnot'limited,to, [he following: a. Contractor's superintendent. ' b. Agency responsible for concrete design mixes. ' ��g� CAST-IN-PLACE CONCRETE 03300 - 2 , ' CARMEL CLAY PUBLIC LIBRARY Bid Package"1/9647 ' OO Browning Day Mullins Dierdorf Inc c. Agency responsible for field quality control. ' d,, Ready-mix concrete producer. e. Concrete subcontractor. ' PART2 - PRODUCTS ' 2.1 FORM 1vIATERIALS ' A. Forms for Exposed Fuiish Concrete: Plywood,metal,metal-fremed plywood faced,or other acceptable panel-type materials to provide continuods,straight,smooth,exposed surfaces. Furnish in�lazgest practicable sizes to min;mi�r.number of joints and to wnform to joint system ' shown on drawings. B. Foims for Unexposed Firush Conc�ete: Plywood,lumbei,metal,or another acceptable material. tProvide lumberdressed on at least two edges and one side for tight fit. C. Forms for Cylindrical Columns and Supports: Metal, glass-fiber-reinforced plastic,or paper , or fiber tubes that will produce smooth surfaces without jointindications. Provide units with sufficient wall [hickness to resist wet concrete loads withouCdeformation. ' D. Pan-Type Forms: Glass-fiber-reinforced plastic or fom�ed steel,stiffened to support weight of placed concrete without deformation. ' E. Carton Aorms: Biodegradable paper surface,treated for moisture-resistance, suucturally sufficient to support weigh[ of plastic concrete and other superimposed loads. ' F. Form Release AgenE Provide commercial formulation formielease agent with a maximum of 350 g/L volatile organic compounds(VOCs)that will not bond with, stain,or adversely affect ' concrete surfaces and will not impair subsequent treatments of.concrete surfaces. G. Form Ties: Factory-fabricated, adjustable-length,removable or snap-off inetal form ties ' designed to'prevent form deflection and to.prevent spalling of concrete upon removal. Provide units that will leave no metal closer than 1-1/2 inches to[he plane of the exposed concrete surface. ' 1. Provide ties that;when removed,will leave holes not lazger.than 1 inch in diameter in the concre[esurface. ' . - 2.2 REINFORCING MATERIALS ' A. Reinforcing Bars: ASTM A 615, Grade 60, deformed. ' CAST-IN-PLACE CONCRETE 03300 - 3 7/97 ' CARMEL CLAY PUBLIC LIBRARY ' Bid Package 1/9647 �OBrowning Day Mullins Dierdorf Inc ' B. Welded Wire Fabric: ASTM A 185;welded steel wire fabric. � C. Supports for Reinforcement: Bolsters, chairs, spacers, and other devices for spacing, supporting>and fastening�einforcing bats and welded wire fabric in place. Use wire bar-type � supports complying with CRSI specifications. 1. For slabs-on-grade, use supports with sand plates or horizontal runners where base � _ material will not support chair legs. 2. For exposed-to-view concrete surfaces where legs of supports a�in contact with fom�s, provide supports with legs that are protected by plastic(CRSI,.Class 1)or.stainless � steel (CRSI, Class 2). 23 CONCRETE MATERIALS U A. Portland Cement: ASTM C 150, Type I. n u 1. Use one brand of cement throughou[Project unless otherwise acceptable to Engineer. B. Fly Ash: ASTM C 618, Type F. � C. Nomal-Weight Agg�egates: ASTM C 33 and as specified. Provide agg�egates fiom a single souroe � for exposed concrete. 1. For exposed exterior surfaces, do not use fine.or coarse aggregates that.contain � substances that caase spatling. D. • Lightweight-Aggregates: ASTM C 330, ' E. Water: Potable. ' F. Fber Reinforoement: Polypropylene fibecs engi�eced and desig�ed for secondary ceinfotrement of concrete slabs, complying with ASTM C 1116,Type III, not less than 3/4 inch long. � 1. Available Products: Subject to compliance with requirements,products thaz may be incotporated in the Work include, bu[ aze not limited to, the following: ' a. Gilco Fibers, Cormix Construction Ghemicals. b. Durafiber, Durafiber-Corp. c. Fiberstrand 100, Euclid Chemical Co. ' d. Fibermesh, Fibermesh Co., Div. Synthetic Industries, Inc. e. Forta, Forta Corp. f. Grace Fibers, W.R. Grace &Co. ' g. Polystrand, Metalcrete Industries �/97 CAST-IN-PLACE CONCRETE 03300 - 4 ' ' � J� 1 . . ; . ' CARMEL CLAY PUBLIC LIBRARY Bid Package'I/9647 ' OBrowning,Day Mullins Dierdorf Inc • G. Air-Enhainuig Admixpue: ASTM C 260,certified by manufacturer to be wmpatible with other ' required admixtures. 1. Available Products: Subject to compliance with requuements,products that may be incorporated in the Work include, but aze not limited to, the following: ' a. Air-Ti[e, Cormix Cons[ruc[ion Chemicals. b. Air-Mix or Perma-Air, Euclid Chemical Co. c. Dazex AEA or Daravair, W:R. Grace&Co. ' d. MB-VR or Micro-Air, Master Builders, Inc. � e. Sealtight AEA; W.R. Meadows, Inc. ' f: Sika AER,.Sika Corp. H. Water-Reducing Admixture: ASTM C 494, Type A. , 1. Available Products: Subject to compliance with requirements, products that may be incorpora[ed in+[he Work include, but aze not limited to, the following: ' a. Chemtazd, ChemlVlasters Corp: b. ESI N, Cormix Construction Chemicals. c. Eucon`WR-75,Euclid Chemical Co. ' d. WRDA, W.R. Grace & Co. e. Pozzolith Normal or Polyheed, Master Builders, Inc. , f. Metco W;R., Metalcrete Industries. ' g. Prokrete-N; Prokrete Industries. h. Plastocrete I61, Sika Corp. ' I. High-Range Water=Reducing Admixture: ASTM C 494, Type F or Type G. ' 1. Available Products: Subject to compliancb with reguirements;products.that may be incorporated in the Work include, but aze no[limited to, the folloiving: a. Super P, Anti-Hydro Co., Inc. b. Cormix 200, Cormix Construction Chemicals. , c. Eucon 37,Euclid Chemical Co. d. WRDA 19 orDazacem,W.R. Grace & Co. ' e. Rheobuild or Polyheed, Master Builders, Inc. f. Superslump, Metalcrete Industries. ' g: PSPL; Prokrete Indus[ries. ' h. Sikament 300,fSika Corp. J. Water-Reducing, Accelerating Admixture: -ASTM C 494, Type E. ' i. •Available Products: Subject to'compliance with requirements,produc[s that may be incorporated,in the Work include,but aze noLlimited to, the following: ' 2. Products: Subject to compliance with requirements, provide one of the following: ' 7/97 CAST-IN-PLACE CONCRETE 03300 - 5 ' . CARMEL CLAY PUBLIC LIBRARY t Bid Package U9647 OO Browning Day Mullins Dierdorf Inc ' a. Q-Sef, Conspec,Marketipg & Manufacturing Co. b. Lubricon NCA, Cormix Construction Chemicals. � c. Accelguazd 80, Euclid Chemical Co. d. Dazaset,W.R..Grace &Co: e. Pozzutec 20, Master.Buflders,.Inc. � f. Accel-Set, Metalcrete Industries. K. Water-Reducing, Retazding Admixtute:' ASTM C 494, Type D. a 1. Available Products: Sdbject to compliance with requirements,products that may be incorporated in the Work include, but aze not limited to, the following: a a. PSI-R Plus, Cormix ConstructionChemicals. b. Eucon Retarder 75,Euclid Chemical Co. c. Daratard-17, W:R. Grace & Co. a d. Pozzolith R,Master Builders, Inc. e. Protard, Prokrete Industries. f. Plastiment, Sika Corporation, � 2.4 RELATED M.ATERIi1LS . � ; A. Reglets: Where sheet flashing,or bituminous,:membranes are temunated in reglets,,provide reglets of not less than 0.0217-inch-thick (26-gage)galvanized sheet steel. Fill reglet or � cover face opening to prevent intrusion of concrete or debris. B. Dovetail Anchor Slots: Hot-dip galyanized sheet steel,not less than 0.0336 inch thick(22 , gage)with bent tab anchors. Fill slot with temporary filler or cover face opening to prevent intrusion of concrete or debris. C. Waterstops: Provide joints as indicated. � D. Sand Cushion: Clean, inanufactured or natural sand. ' E. Vapor Banier. Remolded seven-ply"membrane consisting of reinfom,ed core and cairier-sheet , with fortified bimmen layers,pro[ective wea[hercoaEing,and plastic antistick sheet. Water vapor transmission rate of 0:00 grains persq.ft:per hr:when tested acconding to ASTM E 96, Method B. Provide manufacturer's recommended mastics and gusset tape. ' 1. Product: Subject to compliance with requirements, provide Sealtigh[Premoulded Membrane by W.R. Meadows, Inc. ' F. Absoiptive Cover: Burlap cloth made from jute or kenaf,weighing approximately 9 oz.per sq. yd., complying with AASHTO"M 182, Class 2. , '7/9� CAST-IN-PLACE CONCRETE 03300 - 6 , , i - � ' CARMEL CLAY°PUBLIC LIBRARY Bid Package l/9647 ' OO Browning Day Mullins Dierdorf Inc G. Moisture-Retaining Cover: One of the following, complying with ASTM C 171. � L Waterproof paper. 2. Polyethylene film. ' 3. Polye[hylene-coated burlap. H. Liquid Membian�Fomung Cluing Compound: Liquid-type membrane-fomring curing compound ' complying widtASTMC 309,Type I,Class A. Moisnue loss not moie than 0.55 kgJsq.meterwhen applied at 200 sq. ft./gal. ' 1. Available Products: Subject to compliance with requiremenu,products tha[may be incorporated,in,[he Woik include, but aze not limited to, the following: a. A-H 3 Way Sealer, Anti-Hydro Co., Inc. ' b. Spartan-Cote, The Burke Co. a Conspec;#1,Conspec Mazke[ing & Mfg. Go. d. Sealco 309,Cormix Construction Chemicals. , e. Day-Chem.Cure and Seal, Dayton Superior Corp. f. Eucocure,Euclid Chemical Co. g. Hom ClearSeal, A.C. Horn, Inc. ' h. L&M�Ciue R;L&M Construction Chemicals,.Inc. i. Masterkure, Master Builders, Inc. ' , j. CS-3Q9, W:R. Meadows, Inc. k. Seal N Kure, Metalcrete Industries. 1. Kure-N-Seal, Sonnebom-Chemrex. ' m. Stontop CS2, Stonhazd, Inc. I. Water-Based Acrylic Membrane Curing Compound: ASTM C 309, Type I, Glass B. ' 1. Provide material that tias a maximum volarile oiganic compound(VOC)raring of 350 g/L. a. Highseal, Conspec Mazketing and Mfg. Co. ' b. Sealco - VOC, Cormiac Construction Chemicals. c. Safe Cure and Seal,Dayton Superior Corp. d. Aqua-Cure,Euclid Chemical Co. ' e. Dress & Seal WB,L&M Constniction Chemicals, Inc. E Masterkure 100W.,Master-Bailders, Inc. g. Vocomp20, W.R. Meadows, Inc. ' , h. Metcure,,Metalcrete Industries. i. Sfontop CS1, Stonhazd, Inc.' ' J. Undedayment Compound:_Fiee-flowing;self-leveling;pumpable,cement-based compound for applications froml inch thick to feathered edges. � ' 1. Available`Products: Subject to compliance with requirements,products that may be incorporated in the Wo�k include, but aze not limited to, the following: 1 '7/9'7 CAST-IN-PLACECONCRETE 03300 - 7 , ' CARMEL CLAY PUBLIC LIBRARY � Bid Package 1/9647 �OBrowning Day Mullins Dierdorf Inc , a. K-15, Ardex, Inc. b. Self-I.eveling Weaz Topping, W.R. Bonsal Co. � a Conflow, Conspec Marketing and Mfg. Co. d. Corlevel, Cormix Construction Chemicals. e. Levell.ayer II, Dayton,Superior Corp. � f. Flo-Top, Euclid Chemical Co. g. Gyp-Crete, Gyp=Crete'Corp. � h. Levelex, L&M Construction Chemicals, Ina � i. Underlayment 11Q Master Builders, Inc. j. Stoncrete LTI.1, Stonhard, Inc. k. Goncrete Top, Symons Corp. � 1. Thoro Underlayment,Self-L.eveling, Thoro System Prodycts. K. Bonding Agent: Polyvinyl acetate or acrylic base. � 1. Available Products: Subject to compliance with requirements,,products that may be incorporated in the Work include, but aze not limited to, the following: � a. Polyvinyl Acetate (Interior Only): 1) Superior Concrete Bonder,Dayton Superior Coip. � 2) Euco Weld, Euclid Chemical Co. 3) Weld-Crete,Lazsen Products Corp. 4) Everweld,L&M Construction Chemicals,-Inc. ' 5) Herculox, Metalcrete Industries. 6) Ready Bond, Symons Corp. b. Acrylic or Styrene Butadiene: " . ' 1) Acrylic Bondcrete, The Burke Co. � 2) Strongbond, Conspec Mazketing and Mfg. Co. 3) Day-Chem Ad Bond, Dayton Superior Corp. ' 4) SBR Latex, Euclid�Chemical Co. 5) Daraweld C, W.R. Grace & Co. 6) Hornweld, A.C. Horn, Inc. � 7) Everbond; L&M Construction Chemicals,-Inc. 8) Acryl-Set,Master Builders Inc. 9) Intralok,W.R. Meadows, Inc. , 10) Acrylpave,,Metalcrete Industries., 11) Sonocrete, Sonnebom-Chemrex. 12) Stonlock I:B2; Stonhazd,.Inc. ' 13) Strong Bond, Symons Corp. L. Fpoary Adt�esive: ASTM C 881,two-oompon�t a�ateiial suitable for use on dry or damp su��oes. ' Provide material type, grade, and class to suit ProjecCrequirements: � 7/97 CAST-IN-PLACE CONCRETE 03300 - 8 1 t* a , CARMEL.CI:AY PUBLIC LIBRARY Bid Package 1/9647 ' �OBiowning Day IvlullinsDierdorf Inc 1. Availa6le Products: Subject to compliance withrequirements, products that may be � incorporated in the Work include, but aze not limited to, the following: a. Burke Epoxy M.V., The Burke Co. b. Spec-Bond 100, Conspec Marketing and Mfg. Co. ' c. Resi=Bond (J-58), Dayton Superior. d. EucaEpoxy:.System#452 or#620, Euclid Chemical Co. e. Epoxtite'Binden2390, A.C. Horn, Inc. ' f. Epabond,L&M'Construction Chemicals, Inc. g. Concresive�Standard Liquid, Master Builders, Inc. h. Rezi-Weld 1000, W.R. Meadows, Inc. ' i. Metco Hi-Mod Epoxy, Metalcrete Industries. j. Sikadw 32 Hi-Mod, Sika Corp. k. Stonset LVS, Stonhazd, Inc. ' 1. R-600 Series; Symons Corp. ' 2.5 PROPORTIOIVING AND'DESIGNING MIXES A. Prepare design mixes fot each type and strength of concrete by either labora[ory trial batch ' or field experience methods as specified.in ACI 301. For the trial batch method, use an independen[testing agency acceptable to Engineer for,piepazing and reporting proposed mix designs. � ' 1. Do not use the same testing agency for field quality control testing. t2. Limit use,of fly:ash to not exceed 20 percent of cement content by weight. B. Submit written reports to Engineer of each proposed mix for each class of concrete at least 15 , days prior to start of Work. Do not begin concrete pmduction until proposed mix designs have been reviewed by Engineer. , C. Design mixes to provide'nonnal weight concrete with the following:properties as indicated on drawings and schedules: ' 1. 4000-psi,28-day comp�ssive st�ength;water-cement ratio,0.44 maximum(non-air- entrained), 035 m�imum (air-entrained). 2. 3000-psi,28-day compressive suength;water-cement ratio,0.58 maximum(non-air- ' entrained),'0.46 ma�cimum (air-entrained). D. Slump Limits: Propottion and design mixes to�esult in concnete slump at point of placement as , follows: 1. Ramps,'slabs; and sloping'surfaces: Not more than 3 inches. ' 2. Reinforced foundation systems: Not less than 1 inch and;not more than 3 inches. 3. Conaete con[aining high-tange water-reducing admixhue(superplasticizer): Not more ' 7/97 CAST-IN-PLACE CONCRETE 03300 - 9 1 CARMEL CLAY PUBLIC LIBRARY � Bid Package 1/9647 �OBrowning Day Mullins Dierdorf Inc � than 8 inches after adding admixture to site-verified 2-to-3-inch slump concrete. 4. Other concrete; Not more than 4 inches. � E. Adjustrnent to Concrete Mixes:,Mix design adjustments may be requested by Contractor when characterispcs of materials,job conditions, weather, test results, or other cirwmstances � wa�rdnt,as acceptedby Engineer. Laboratory test'data for revised mix desig�and strength results must be submitted to and accepted by Engineer before using in Work. F. Fiber Reinfonement: Add af manufacture�'srecommended rdte but not less than 1.S Ib per cu. a yd. � 2.6 ADMIXTURES A. Use waTer-reducing admixture'or trigh-range water-reducing admixture(superplasticizer)in a concrete; as required, for placement and workability. B. Use acoeletating admixture in wnciete slabs placed at ambient temperatures below 50 deg F(10 � deg G). C. Use high-iange water-reducing admixtuce in pumped concrete,conccete for heavy-use indusaial � slabs, architectural concrete, pazking structure slabs, concrete required to be watertight, and concrete with water-cemenhratios'below D.50. � D. Use air-entraining admixture in exterior.exposed concrete unless otherwise indicated. Add air-entraining admixturest manufactuter's prescribed rate to resul[in concrete at.point of ' .placement having total air content with a tolerance of plus or minus 1-1/2 percent within the following limits: � 1. Concrete structures and slabs exposed to freezing and thawing,deicer chemicals,or hydraulic pressure: 6 percenY air. � 2. Other concrete not exposed to freezing,thawing,or hydraulic pressure,or to receive a surface hazdener: 2 to 4 percent air. � E. Use admixtures for water reduction and set acceletating or retarding in sh-ict compliance with manufacturer s d'uections. , 2.7 CONCRETE MIXING � A. Ready-Mixed Concrete: Comply with requirements'of ASTM C 94, and as.specified. 1. When airtertq�atute is b�ween 85 degF(30 deg C�and 90 deg F(32 deg C�.ieduce mixing , ' 7/97 CAST-IN-PLACE CONCRETE 03300 - 10 i ' CARMEL CLAY PUBLIC'LIBRARY ,. Bid Package 1/9647 � �OBrowning Day Mullins Dierdorf Inc and'delivery titrie fmml-1/2 houts to 75 minutes;and wlien aiitemperatuce is above 90 deg tF (32 deg C), reduce mixing and delivery time to 60 minutes. ' PART 3 - EXECUTION ' 3.1 GENERAL A. Coordinate the installation of joint materials, vapor bazrier, and other related materials 1 with placement of forms and reinforcing steel. � 3.2 FORMS A. General: Design;erect,support,brace,and maintain formwork to support vertical,lateral, ' static, and dynamic loads ihat might be applied until concrete structure can support such . loads. Construct formwork so concrete members and structures aze of correct size,shape, ' alignment,elevation,-and position. Maintain formwork construction tolerances and surface irregularities complying with the following ACI 3471imits: � 1. Provide Class A tolerances for concrete surfaces exposed to view. 2. Provide Class C tolerances for other concrete surfaces. ' B. Constmct fornu to sizes,sfiapes,lines,and dimensions shown and to obtain accutace alignment, location,gades,level;and plumb work in 5nished stivctures. Provide for openings,offsets, sinkages,keyways,recesses, moldings,rustications;rieglets,chamfers,blocking, screeds, ' bulkheads, anchorages.,and inserts;and other feanues required in the Work. Use selected ma[erials to obtain required finishes. Solidly butt join[s and provide backup at joints to prevent cement paste &om leaking. � C. Fabricate forms for easy removal without hammering or prying against concrete surfaces. Provide crush plates or wrecking plates where stripping may damage cast concrete surfaces. ' Provide top'fomis for indined surfaces where slope is too steep to place conc�+ete with bottom forms only. Kerf wood inserts for fomting keyways,reglets,mcesses,and the like for easy removal. ' D. Provide temporary openings for clean-outs and inspections'where interior area of formwork is inaccessible before and'during concrete placement. Secucely brace,temporary openings and set ' tightly to forms to prevent losing concrete mortaz. Locate temporary openings in forms at inconspicuous locations. ' E. Chamfer.exposed comers and edges as indicated,using wood,metal,PV C,or rubber charnfer strips fabricated Co produce uniform smooth lines and tight edge joints. � CAST-IN-PLACE CONCRETE 03300 - 11 7/97 , CARMEL CLAY PUBLIC LIBRARY � Bid Package 1/9647 �OBrowning Day Mullins Dierdorf Inc � F. Provisions for Other Trades: Pmvide openings in concrete formwork[o accomtnodate work of other trades. Determine size and location of openings, recesses, and chases from trades � providing such items. Accurately place and securely support items built into forms. G. C7eaning and Tightening: Thoroughly clean forms and adjacent surfaces to receive concrete. � Remove chips, wood,sawdust,dirt,or other debris just before placing concrete. Retighten fomis and bracing before placing concrete,as�equired,to prevent mortar leaks and maintain proper alignment. � 3.3 VAPOR BARRIER INSTALLATION ry u A. General: Place vapor barrier sheeting in position with longesf dimension parallel with direction of pour. � B. I:ap joints 6 inches and seal with manufacturer's recommended mastic or pressure-sensitive tape. � 1. Covervapor barrier with sand cushion and compact to a (4) four inch depth. � 3.4 PLACING REINFORCEMENT A. General: Comply with Conctete ReinforcingSceel Institute's iecommended prdc,tice foc"Placing � Reinforcing Ba�s,"for details and methods of reinforcement placement and supports and as specified. � 1. Avoiding cutting or puncturing.vapor ietarder/barrier during reinforcement placement and concreting operations: Repair damages before placing concrete.' ' B. Clean reinforcement of loose rust and mill scale,eaRh,ice,and other materials that reduce � or destroy bond with concrete. C. Accurately position,support,and secure reinforcement against displacement. Locate and ' suppoR reinforcing by metal chairs,riumers,bolsters,spacers,and hangeis,as approved by Engineer. 'D. Place reinforcement to maintain minimum coveragesas indicatedfor,concrete ptotection. ' Ariange,space,and secu�ely tiebars and baz supports to hold ieinforcement in posi�on during concrete placemenG operations. Set wire ties so ends are directed into concrete, not towazd ' exposed concrete surFaces. E. Install welded wire fabric in'lengths as long.as piacticable. Lap adjoining pieces at least one ' full mesh and lace splices with wire. Offset laps of adjoining widths to prevenf continuous ��97 CAST-IN-PLACE CONCRETE 03300 - 12 ' ' ' CARMEL CLAY PUBLIG LIBRARY Bid Package 1/9647 ' �OBrowning Day Mullins Dierdorf Inc laps•in either direction., 1 3.5 JOINTS ' A. Construction Join[s: Locate and install construction joints so they do not impair strength or appeazance of the structure, as acceptable to Engineer.. � B. Aovide keyways at•least I-1l2 inches deep in construction joints in walls and slabs and between �walls and footings. Bulkheads designed and accepted for this pu;pose may be used for slabs. ' C. Place const�uction joints perpendicular to main reinforcement. Conti�ue reinfomzment across construction joints except as indicated otherwise. Do not continue reinforcement through � sides of strip placements. D. Use bonding agent on existing concrete surfacesthat will.be joined wi[h fresh concrete. ' E. Waterstops: Provide waterstops in construction joints as indicated. Install waterstops to form continuous diaphragm in each joint. Support and protect exposed waterstops during ' progress of Work..Field-fabricate joints in waterstops,according to manufacturer s printed instructions. , F. Isolation Joints.in.Slabs-on-Grade: Construc[isolation joints in slabs-on-grade at points of contact between slabs-on-gade and vettical surfaces,such as column pedestals,foundation ' walls, grade beams, and other locations, as indicated. l. Joint fillers and sealants aze specified in Division 7 Sec[ion "Joint Sealants." ' G. Contrac[ion(Control)Joints in'Slabs-on-Grade: Construct contraction joints in slabs-on- gade to`form panels;of patterns as shown. Use saw wts 1/8 inch wide by one-fourth of slab 1 depth, unless otherwise indicated. 1. Conhaction joints in floor slabs may be fornied bysaw cuts as soon as possible after slab ' finishing as may be safely done without dislodging aggregate. 2. If joint pattern is not shown, provi8e joints'not exceeding 15 feet in either direction and located to conform to bay spacing wherever possible(at column centerlines,half ' bays, third bays). 3. Joint fillers and sealants aze specified in Division 7 Section "Joint Sealants." , 3:6 INSTALLING EMBEDDED ITEMS ' A. General`. Set and build into formwo�c anchoiage devices and other embeclded items required for o[her work that is attached to or suppoRed by.cast-in-place concrete. Use setting drawings, , �/9'7 CAST-IN PLACE CONCRETE 03300 - 13 ' CARMEL CLAY PUBLIC LIBRARY � Bid Packagel/9647 OO Browning Day Mullins Dierdorf Inc � diagrams, inswctions, and directions provided by suppliers of items to be attached. B. Install reglets to receive top edge of foundation sheet waterproofing and to receive through- � wall flashings in outer.face of concrete frame at exterior walls,where flashing is shown at lintels, relieving angles, and other conditions. � C. Install dovetail anchor slots in concrete structures as indicated on drawings. D._ �Forms for-Slabs: Set edge forms,bulkheads,and intem�ediate screed strips for slabs to achieve � required elevations and contours in finished surfaces. Provide and secure uniu to support screed strips using strike-off templates or compacting-type screeds. ' � 3.7 PREPARING FORM SURFACES � A. General:°Coaz contact surfaces of forn�s with an appmved,non�esidual;low-VOC,form-coating compound before placing reinforcement. " � B. Do not allow excess foimcoating material to accumulate in forms or come into contact with in- place concrete sui�faces against which fresh concrete will be placed.. Apply according to � manufacturer's in structions. 1. Coat steel forms with a nonstaining,rust-p�ventative material: Rust-stained steel � formwork is not acceptable. 3.8 GONCRETE PLACEMENT ' A. Inspection: Befoce placing concrete,inspect and complete formwoiic installation,�info�+cing , steel,and items to be embedded or cast in. Notify other trades to pemvt installation of their work. ' B. General: Comply with ACI304,"Guide for Measuring,Mixing,Transporting,and Placing Concrete," and as specified. ' C. Deposit conciete continuously or in layets of such thiclrness that no new concrete will be placed. on concrete that has hardened sufficiently to cause seams or planes of wealrness. If a section ' cannot be placed continuously,provide construction joints as specified. Deposit concrete to avoid segregation at its_final location. D. Placing Goncrete in Forms: Deposit conc�te in fora�s in horiiontal layeis no deeper than 24 ' inchesand in a manner toavoid inclined construcuon joints. Where placement consists of several layers,place each layer while:preceding layer is still piasuc to avoid cold joints. ' 1 7/97 CAST-IN-PLACE CONCRETE 03300 - 14 ' � . : � CARMEL CLAY PUBLIC LIBRARY . Bid Package 1/9647 ' OO Biowning Day Mullins Dierdorf Inc • 1. Consolidate placzd conc�ete by mechanical vibi�atii�g equipment supplemented by hand- ' spa8ing,iodding, or tamping. Use equipment and procedures for consolidation of concrete complying with ACI 309. 2. Do not nse vibrato�s to transpon concrete inside forms. Insert and withdraw vibrators , vertically at uniformly spaced locations no'far[her than the visible effec[iveness of the machine. Place vibrators to rapidly penetrate placed layer and at least 6 inches into preceding layec.Do not insert vibrators into lowerlayers of concrete that have ' begun [o se[. At each insertion, limit duration,of vibra[ion to time necessary to cot�solidate conciete and comple[e embedment of reinfoiuement and other embedded items without causing.mix to segregate. ' E. Placing Concrete Slabs. Deposit and consolidate concrefe slabs in a continuous operation, withiti limits of construction joints, until complepngplacement of a panel or section. , � 1. Consolidate concrete duiing placement operations so that concrete is thorougtily worked • around reinforcement, other embedded items and into corners. ' 2. Bring slab surfaces to correct level with a s[iaightedge and strike off. Use bull floats or dazfiies to smooth surface free of humps or hollows. Do not distmfi slab surfaces prior to beginning�fmishing operations. ' 3. Maintain.reinforcing in proper position on chairs during concrete placement. ' F. Cold-Weathe[Placement: Comply with provisions of ACI306'and as follows. Protect conciete work from physical damage or reduced strength that could be caused by frost,freezing acaons, or low temperatures. ' G: When air temperature has fallen to or is expected to;fall,below 40 deg F(4 deg C),uniformly heat water and aggregates befo�e mixing to obtain a concrete mixture temperatu�e of not less, ' than 50 deg F (10 deg C) and nor more than'80 deg F(27 deg C) at point of placement. 1. Do not u"se frozen materials or materials containing ice orsnow. Do not place concrete ' on frozen sdbgrade oron subgrade containing frozen materials. 2. Do not use calcium chloride,salt,or other materials containing antifreeze agents or chemical accelerators unless.otherwise accepted in mix designs. iH. Hot-Weather Elacement When hot weather conditions elcist that would unpair quality and strength of concrete,.place concrete complying with ACI 305 and as specified. ' 1. Cool ingmdients befo�mixing to maintain concrete temperuu�at ame of placement to below 90 deg F(32 deg C). Mixing water may be chilled or chopped ice may be usedto , control temperature,pro"vided water equivalent of ice is calculated to total amount of mixing water. Using liquid nitrogendo cool concrete is Contractor's option. 2: Cover reinforcing steel with water-soaked burlap if it becomes too hot,so that steel ' temperatuce will not exceed the ambient air temperatuce unmediately befote embedding in concrete, • ' 7/9'7 CAST-IN-PLACE CONCRETE 03300 - 15 ' CARMEL CLAY PUBLIC LIBRARY � Bid Package 1/9647 OO Browning Day Mullins Dierdorf Inc � 3. Fog spray forms,reinforcing steel,and subgrade just before placing concrete. Keep subgrade moisture uniform without puddles or dry azeas. � 4. Use water-reducing retarding admixtu;e when required by high temperatures, low humidity, or othei adverse placing conditions, as acceptable to Engineei. ' a 3.9 FINISHING FORMED SURFACES A. Rough-Fomxd Fuush: Provide a rough-forr�d 5nish on formed wncrete surfaces not exposed � ro view in the finished Work or concealedby other construcrion. This is the concrete surface having texture imparted by form-facing material used, with rie holes and defective azeas a repaired and patched,and 5ns and other projections exceeding 1/4 inch in height rubb'ed down or chipped off. B. Smooth-Formed Finish: Provide a smooth-fo�finish on formed concrete surfaces exposed to � view oi to be covered with a coating,material applied duectly to concrete, or-a covering � material applied directlyto conciiete, such as waterproofing, dampproofing,veneer plaster, painting; or another similaz system. Tttis is an as-cast concrete surface ob[ained with � selected form-facing maYerial;ananged in an ordedy and symmetrical manner with a muumum of sea�tu: Repair and patch defective amas with fins and other projections completely iemoved and smoothed. � � C. Smooth=Rubbed Finish: Provide smooth-iubbed finish on scheduled concrete surfaces that have � received smooth-formed finish trea[ment not later than 1 day afrer form removal. 1. Moisten concrete surfaces and rub wiih cazborundum brick or another,abrnsive until , producing a uniform color anil texnue. Do not apply cement grout other than that cmated by[he rubbing'process. , D. Grout-Cleaned Finish: Provide grout-cleaned finish on scheduled conaete surFaces that have received smooth-formed finish treatment. ' 1. Combine one part poitland cement to one and one-half pazts fine sand by volume,and a 50:50 mixtuie of acrylic or stycene butadiene-based bonding admixtuce and-water to form � the consistency of thick pain[..Blend srandazd poitland cement and;white portland cement in amounts determined by trial patches so that final color of dry grout will match adjacent surfaces. ' 2. Thoroughly wet concrete surfaces,apply grout to coat surfaces,and fill small holes. Removeexoess groutby scrapingand mbbing withclean bwlap. Keep dampby fog sp�ay for at lea§t 36 hours after rutibing. ' E. Related Unfom�ed Surfaces: At tops of walls,horizontal offsets,and similar unfonned surfaces adjacent to formed surfaces,sh-ike-off smooth and finish with a texture matching adjacent ' fo�ned surfaces. Continue fmal surface treatment of fortned surfaces unifortnly across ' '7/9'7 CAST-IN-PLACE CONCRETE 03300 - 16 ' :�. ' CARMEL.CLAYPUBLIC LIBRARY Bid Package 1/9647 ' OO Browning-Day Mullins Dierdorf Inc adjacent unformed surfaces unless otherwise indicated. ' 3.10 MONOLITHIC SLAB FINISHES � , A. Scratch Einish: Applyscratch finish to monolithic slab surfaces to receive concrete floor topping or mortac setting beds for tile,portland cement temazzo,and other bonded applied � cementitious finish flooring material, and where indicated. 1. After placing�slabs, fmish surface to tolerances of F(E)15 (floor flatness) and F(L) ' 13(floor levelness)measu�ed acconding to ASTM E 1�155. Slope surfaces uniformly to drains�where required. After leveling, roughen surFace before final set with stiff brushes, brooms, or7akes. ' B. F1oat Fuush: Apply floaz finishto monolithic slab surfaces[o receive trowel finish and other finishes as specified;slab surfaces to be covered with membrane or elastic waterproofmg, � membrane or elastic roofing, or sand-bed terrazzo; and where indicated. 1: After screeding,consolidating,and�leveling concrete slabs,do-not work surface until ' ready for floating� Begin floating,using floaCblades or float shces only,when surface `water has disappeared,or when concrete has s[iffened sufficiendy to permit operation ' of power-driven,floats,or both. Consolidate surface with power-driven floats or by hand-floating if area is small or inaccessible to power units. Finish surfaces to tolerances of F(F) 18`(floor flatness)and F(L) 15'(floor levelness)measured according ' � to ASTM E 1155, C�t down high spots and fill low spots. Uniformly slope surfaces to drains. Immediately after leveling, refloat surface to a uniform, smooth, granulaz texture. , , C. Trowel Finish: Apply a trowel.finish to monolithic slab:surfaces exposed to view and slab surfaces to be covered wi[h resilient flooring, caipet; ceramic or quarry tIle, paint, or ' another thin film-finish coating sysfem. 1. After floating,begin first orowel-finish operation using a power-driven,trowel. Begin , final troweling when surface produces a ringing sound as trowel is moved over surface. Consolidate concnefe,surface by final hand-troweling operation,&ee of trowel marks, 'uniform in texture and appearance,and finishsurfaces to tolerances of F(F)20(floor , flatness)'and E(L)17(floor levelness)nrasu�ed acootding to ASTM�E 1155. Grind smooth any surface defects that would telegraph through applied floor covering system. ' D. Trowel and Fine Broom Finish: Where ceramic or quazry tile is to be installed with thin-set mortar,apply a lrowel finish as specified,then immediately follow by slighdy scarifying the surface with a fine 6room. � E. Nonslip Bmom Fuush: -Apply a nonslip broom finish to exterior concrete platforms,steps,and , �/9� CAST-IN-PLACE CONCRETE 03300 - 17 1 CARMEL CLAY PUBLIC LIBRARY � Bid Package 1/9647 OO Browning Day Mullins Dierdorf Inc � ramps, and elsewhere as indicated. 1. Immediately after float finishing,slighdy roughen concrete surface by brooming with � fiber-bristle broom perpendtcular to main traffic route. Coo;dinate required final finish with Engineer before application. Q 3.11 MISCELLANEOUS CONCRETE'ITEMS � A. Filling In: Fill in holes and openings left in concrete st;uctures for passage of work by other tredes,unless'othenvise shown or dii�ected,after work of other irades is in place. Mix,place, a and ,cure concrete as specified to blend with in-place construction. Provide other miscellaneous concrete filling shown or required to complete Work. B. Cutbs: Provide monolithic finish to interior curbs by stripping forms while:concrete is still � green andbysteel-troweling surfaces to a hazd,dense finish wi[h comers,intersections,and terminations slightly rounded. � C. Equipment Bares and Foimdations: ProVide maclpt�e and aquipment bases and'foundations as shown on'drawings: Set anchor bolts for machines and equipment to template at cotrect elevations, � �complying with diagrams or,templates of manufacturer fumishing machines and equipment. D: Steel Pan Stairs: Provide concrete fill:for.;steel pan stair treads, landings„and associa[ed � items: Cast-in safety inseits and accessories as shown on drawings. Screed�tamp,and trowel- finish concrete surfaces. ' 3.12 CONCRETE CURING AND PROTEGTION , A. General: Protect freshly placed concrete from premature drying and excessive cold or hot tempecatu�es. In hot,dry,and windy weather protect concrete from rapid moisture lossbefore ' and during,finishing operations with an evaporation-control material. Apply:according to manufactu�er s insiructions after screeding and 6iil1 floating,bu[before power floating and troweling. � B. Start initial curing as soon as free water has disappeared from concrete surface after placing and finishing. Weather permitting,keep coritinuously moist for not less than 7 days. ' C. Ctiuing M�tiods: Clve conc�by auing compound,by moist curing,by moistwe-retaining cover curing,:or bycombining these methods, as specified. , D. Provide moisture curing by the following methods: 1. Keep concrete surface conunuously we[by covering with wa[et ' 7/9� CAST-IN-PLACE CONCRETE 03300.- 18 ' ' K � CARMEL CLAY PUBLIC LIBRARY Bid Package 1/9647 , OO Browning Day Mullins Dierdorf Inc ` 2. Use continuous watei-fog spray. , 3. Cover concrete suiface with specified absorptive cover;thoroughly sa[urate cover with water;and keep continuously wet. Place absoiptive cover tbprovide coverage of concrete surfaces and edges, with a 4-inch lap over adjacent absorptive covers. ' E. Provide moisfuie-retaining cover curing as follows: ' 1. Cover concrete surfaces with moisture-retaining cover for curing concrete, placed in widest practicable'width with sides and ends lapped at least 3 inches and sealed by watetproof tape or adhesive. Imc�diately repair any'holes or-teazs during curing period ' using cover material and waterproof tape. F. Apply curing compound,on exposed interior slabs and on exterior slabs,walks,and cu�s as � follows: 1. Apply curing:compound to concrete slabs as.soon as final finishing operations are ' complete(withitt 2 hoius and after surface wa[er sheen has disappea�ed). Apply unifortnly in continuous'operabon by power spray or roller according to manufacturer s directions. Recoat azeas subjected to'heavy rainfall within 3 hours af�er initial application. ' Maintain confinuity of coating and repair damageduring curing period. 2. Use membiaiie curuig'compounds that will not affecc surFaces to be cove�ed with Snish materials-applied directly to:concrete. ' G. � Curing Formed Surfaces: Cure formed concrete surfaces, including underside of beams, ' supported slabs,and other,similaz;surfaces,by moist curing with forms in place for the full curing period or until forms are removed. If forms are cemoved,continue curing by methods specified above, as.applicable. ' H. Curing Unfomied Surfaces: Cuire unformed surfaces,including slabs,floor topping,and other flat surfaces, by applying [he appropriate curing method. ' 1. Final ciue concrete surfaces to receive finish flooring with a moisture-retaining cover, unless otherwise directed. ' 3.13 SHORES AND SUPPORTS" , A. General: Comply with ACI 347 for shoring and reshoring in multistory conshvction,and as specified. 1 B. Extend shoring from ground to roof for struc[ures fourstories or less, unless otherwise permitted. ' � 7/97 - CAST-IN-PLACE CONCRETE 03300 - 19 � � CARMEL CLAY PUBLIC LIBRARY � Bid Package 1/9647 OO Browning Day Mullins Dierdorf Inc � 3.14 REMOVING FORMS A. Geneial: Formwork not suppoRing weight of concrete,such as sides of beams,walls,wlumns, � and similaz paits of the work,may be removed after cumulativelycuring at not less than 50 deg F(10 deg C)for 24 hours after placing concrete,provided concrete is sufficiendy hard to no[ � be damaged by form-removal operaUOns,and provided curing and protection operations are maintained. B. Formwork supporting weight of concrete, such as beam soffits,joists, slabs, and'other � structuraJ elements,maynot be removed in less than 14 days or until concre[e has auained at, Ieast 75 percent of design minimum compressive strength at 28 days. Determine;potential. � compressive st�vngth of in-place concrete by testing field-cured specimens representative of concrete location or members. � C. Form-facing material may be removed 4 days after placement only if shores and other vertical U supports have been a�ranged to permit removal of.form-facing material without loosening or disturbing shores and supports. � 3.15 REUSING FORMS � A. Clean and-repair surfaces of forms to be reused in the Work. Split, frayed,delaminated,or othenvise damaged fomi-facing material will not be acceptable for exposed surfaces. Apply new � form-coating compound as specified fornew formwork. B. When forms a�e extended for successive concrete placement,thoroughly clean surfaces,�emove ' fins and laitance,and'tighten'fotms to close joints. Align and secure joint to avoid offsets. Do not use patched forms for exposed concrete sui-faces except as acceptable to Engineer. ' 3.16 CONCRETE SURFACE REPAIItS t A. Patching Defective_Areas: Repair and patch defective areas with cement mortar immediately after removing forms, when acceptable to Engineer. , B. Mix dry-packmortar,consis[ing of one part.por[land cement to 2-1/2 paits�fine aggregate passing a No. 16 mesh sieve, using only enough water as required for handling and placing. ' 1. Cut out honeycombs,mck pockets,voids over 1/4 inch in any.dimension;and,holes left by tie rods and bolts down to solid concre[e but in no case[o a depth less[han 1 inch. , Make edges of cuts perpendiculaT to the concrete surface� Thorougtilyclean,dampen with water,and brush-coat the a�ea to be pazched with bonding agent. Place patching mortac ' before bonding agent has dried. ' 2. For surfaces exposed to view,blend white portland cer�nt and standard portland cement . ' 7/97 CAST-IN-PLACE CONCRET'E 03300 - 20 � � ' � CARMEL CLAYPUBLIC LIBRARY Bid Package l/9647 � OO Browning Day Mullins Dierdorf Inc so that, when.dry,patching mortar will maichsu►manding color. Provide test azeas at , inconspicuous locations to verify mixture and color match before proceeding with patching. Compact mortar in place,and strike-off slightly higher than surrounding surface. � C. Repairing Formed Surfaces: Remove and replace concre[e having defective surfaces if defects cannof be repaired:to satisfaction of Engineer. Surface defects include color and texture , u-regularities, cracks, spalls, air .bubbles, honeycomb, rock pockets, fins and other projections on the.surface, and stains and o[her discolorations that cannot be removed by cleaning,.,Elush out fonn tie holes and fill with dry-packmortar or.precast cement cone plugs ' secured'in place'with bonding agent. 1. Repair concealed formed surfaces,where possible;containing defects that affect[he ' concrete's durability. If defects cannot be repaired,remove and replace[he concrete. D. Repaicing UnforR�ed Surfaces: Test unfom�ed surfaces;such as monolithic slabs,for smoothness ' and verify surface tolerances specified for each surface and finish. Coirect low and high areas as specified. Tesrunfo�med surfaces sloped to drain foi trueness of slope and smoothness by using a template;having the required slope. ' . 1. Repair fiiushed unformed surfaces containing:defects that affect [he concrete's durability. Surface defects include crazing and cracks in excess of OA 1 inch wide or ' � that penetrate�to fhe.reinforcement or completely through nonreinforced sections regazdless of width, spalling, popouts, honeycombs, rock pocke[s, and other ' objecqonable conditions. 2. Coirect high areas in unformed surfaces by grinding after conc�ete t�as cu�ed at least 14 .days. t � 3. Conect9ow areas in unformed surfaces during or immediately after cortipleting surface finishing operations bycutting out low areas and ceplacing with patching mortar. Finish repai�ed areas to blend in[o adjacent concrete. Proprietary underlayment compounds may ' be used when acceptable to Engineer. � 4. Repair defective areas,except random cracks and single holes not exceeding 1 inch in diameter,by cutting out and replacing with fresh conc�ete: Remove defective areas with ' clean, square;cuts and expose reinforcing-,steel with atleast 3/4-inch cleazance all around. Dampen concrete surfaces in contact with patching conc�ete and apply bonding agenL Mix patching concrete of same materials to piovide conaete of sazne type or class ' as original concrete. Place, compact, and finish to blend with adjacent finished concrete. Cure in same manner as adjacent concrete. ' E. Perform structural repairs'wi[h prior approval of Engineer for method and procedure,using specified epoxy adliesive and mortar. F. Repair_methods not specified above may be.used, subjectto acceptance of Engineer. ' � 7/97 CAST-IN-PLACE CONCRETE 03300 - 21 1 = CARMEL CLAY PUBLIC LIBRARY 1 Bid Package 1/9647 �OBrowning Day Mullins Dierdorf Inc � 3.17 QUALITY CONTROL TESTING DURING CONSTRUCTION A. General: The Owner will employ a testing agency to perform tests at�d to submit test reports. � B. Sampling and testing for qualiry control during concrete placement may include the following, � as directed by Engineer. i. s�vt,gr�nc«�: asrn�cnz��r��m�y�as�cs�. � a. Slump: ASTM C 143;oue test at point of dischatge:for each day s pour of each rype of concrete;,additional tests'when concrete consistency'seems to have changed. � b. Air Content: ASTM C 173;volumetric method for lightweight or normal weight . conciete;AS1'M C 231,pressure method for nora�al weight concrete;one for each day's pour of each type of air-entrained concrete. � c. Concrete Tempe�ahne: ASTM C 1064;one test hourly wt�en air tempeiauue is 40 deg F(4 deg C�and below;when80 deg F(27 deg C)and a6ove,and one test foreach set of compressive-strength specimens, � d. Com�ssion Test Spacimen: ASTM C 31;one s�of four standatd cylindets for each compressive-strength test,:unless otherwise directed: Mold and store cylinders for laboratory-cured test specimens except when field-cuted tes[specimens are � required. e. Compiessive-St�ength Tests::ASTM C 39;one s�fot each da}�s poiu exce+eding 5 cu. yd.plus additional'sets for each 50 cu.yd: more than the first 25 cu.yd.of each � concrete class placed in any one day;one specimen tested at 7 days,two specimens [ested at 28 days, and one specimen retained in reserve for later tes6ng if required. � 2. When frequency of testing will proyide fewer than five strength tests for a given class � of conciete,conduct testing from at least five randomly selected batches or from each batch if fewer than five are used, 3. When total quantity of a given class of concrete is less than 50 c�. yd.,Engineer may � waive strength testing�if adequate evidence of sapsfactory strength is.provided. 4. When shength of field-cured cylindeis is less than 85 pement of companion laboratory- cured cylindeis, evalnate currentoperations and provide corrective procedures for , protecting and curing the in-place concrete. 5. Strength level of concrete will be considered satisfactory if averages of sets of three consecutive strength tes[results equal or exoced specified compressive strength and no t individual strength test resrilt falls below specified compressive strength by mone than 500 psi. C. Test.results will be reported in wriung to Architect, Structutal.Engineet, ready-mix ' producer,and Contractor within 24 hours after tests. Reports of compressive strength tests shall contain'the Project identificahon name and numtier,date of concrete placement,name of , concrete testing service, concrete type and class, location of concrete batch in structure, � �/9'7 CAST-IN-PLACE CONCRETE 03300 - 22 , _ ; '; CARMEL CLAY PUBLIC LIBRARY Bid Package 1/9649 ' �OBrowning Day Mullins Dierdorf Inc design compressive strength at 28 days,concrete mix proportions and tnaterials,compressive , breakingstrength, and type of break for both 7-day tests and 28-day tests. D. Nondestructive Testing: Impact hammer,sonoscope,or other nondestructive device may be , permitted but shall no[be used as the sole basis for acceptance or rejection. E. Additional Tests: The testing agency will make additional tests of in-place concrete when test results indicate specified concrete strengths and other characteris[ics have not been attained ' in the structure, as directed by Engineer. Testing,agency may conduct tests to determine � adequacy of concmte by cored cylindeis complying with ASTM C 42,or by other methods as ,' d'uec[ed. ' END OF SECTION 03300 ' 1 ' 1 ' ' 1 ' ' , ' ��97 CAST-IN-PLACE CONCRETE 03300 - 23 ' • ,, CARMEL CLAY PUBLIC LIBRARY Bid Package 1l9647 ' OO Browning Day Mullins Dierdorf Inc ' SECTION'05120 - STRUCTURAL STEEL � ' PART1 - GENERAL ' 1.1 RELATED DOCUMENTS A. Drawings and gene�al proyisions of the Contract,including General and Supplementary Conditions , and.Division 1 Specification Sections, apply to this Section. ' 1.2 SUMD�IARY A. Related Sections: The following Sections contain requirements that.relate to this Section: ' 1. Division 1 Section "Quality Control" for independenf testing agency procedures and administrative,requirements. ' 2. Division 5 Section "Steel Deck" for field installation of sheaz connectors. , 1.3 PERFORMANCE REQUIREMENTS A. Structural Performance: Engineer stntctutal steel connec[ions required by the Contract ' Documents to be selected"or completed by the fabricazor to withstand design loadings indicated. ' B. Engineering Responsibility: Engage a fabricator who utilizes a qualified professional engineer to prepare calculations, Shop Drawings, and other structural data for structural steel connections. 1 � ' 1.4 SUBMITTALS A. General: Submit each item in this Article according to the Conditiona of the Contract and, ' Division 1 Specification Sections. . B. Product Data foreachtype of product specified. ' C. Shop Drawings detailing fabrication of sfructural steel components. ' 1. Include details of cuts,connections„splices,cambe{�,holes, and other pertinent data. 2. Indicate welds by standacd.4WS symbols,distinguishing between shop and field welds,and ' 7/9q STRUCTURAL STEEL 05120 - 1 ' CARMEL CLAY PUBLIC LIBRARY � Bid Package 1/9647 OO Browning Day Mullins Dierdorf Inc � show size, leng[h, and type of each weld. 3. Indicate type, size, and length of bolts; distinguishing between shop and,field,,bolts. � Identify high-s[rength bolted §lip-cri[ical, direct-tension, or tensioned sheaz/bearing connections. D. Qualification data for firms and persons specified in the "Quality Assurance" Article to � demonst�ate the'v capabi]ities and experience. Include lists of completed projects with project names and addresses, names and addresses of architects,engineers, and:owne�s,and other � infortnation specified. E. Mill tesC reports signed by manufacturers certifying that their products, including the � following, comply with requirements. 1. Structural steel, including chemical and physical properties. � 2. Bolts, nuts, and washers, including mechanical properties and chemical analysis. 3. D'uect-tension indicators. 4. Sheaz stud connectors. Q 5. Shop primers. 6. Nonshrink grout. � 1.5 QUALITY ASSURANCE A. Installer Qualifications: Engage an experienced Installer who has completed structural steel � '• work similaz in material,design;and extent tothat indicated for this:Projec[and with a record of successful in-service performance: � B. Fabricator Qualifications: Engage a fum experienced in fabricating structural steel similaz to that indicated for this Project and with,a record of successful in-service performance, as ' well as sufficient production capacityto fabricate structurdl steel without delaying the Work. 1. Fabricator must participate in the AISC Quality Certification Program and be designated ' an AISGCertified Plant as follows: a. Category: Ca[egory I, conventional steel structures. ' C. Comply with applicable provisions of the following specifications anddocumenu: ' 1. AISC's"Specification for Structuial Steel Buildings--Allowable Stress Design and Plastic Design." ' 2. AISCs "Specification.for Allowable S[tess Design of Single-Angle Members." 3. AISCs "Seismic Ptrovisions for S[ructural Steel Buildings." 4. ASTM A 6(ASTM A 6Nn"Spacification for Genetal Requirements for Rolled Steel Plates, , Shapes, Sheet PIIing, and Bazs for Structural Use." �/q� STRUCTURAL STEEI. -05120 - 2 � ' � ' ', CARMEL CLAY.PUBLIC LIBRARY Bid Package 1/9647 ' �OBrowning'Day Mullins Dierdorf Inc 5. Research Council on Swctwal Connections'(RCSC)"Specification for Structucal Joints Using ASTM A 325 or A 490 Bolts." ' D. PTOfessional Engineer Qualifications: A professional engineer who is legally au[horized to , practice in the jurisdiction where Project is located and who is•experienced in providing engineering services,of the kind indicated. Engineering services are defined as those perfomied for projects with structural steel framing that are similaz to that indicated for this Project , in material, design, and ex[ent. E. Welding Standards: Comply with aQplicable provisions of AWS D l.l "Structmal Welding Code— , Steel." 1. Present evidence that each welder has satisfactorily passed AWS qualification tests for ' welding processes involved and, if pertinent, has undergone recertification, F. P�einstallation Conference: Conduct conference at Project site to comply with requirements of ' Division 1 Section "Project Ivleetings." ' 1.6 DELIVERY, STORAGE, AND HANDLING A. Deliver sWCtural steel to Project site in such quantities and at such times to ensure ' continuity of installation. , B.. Store materials to permit easy access for inspection and identification. Keep steel members off ground by using pallets,platforms,o�other supports. Ptotect steel members and packaged materials from erosion'and deterioration. t1. Store fastenecs in a protected place. Clean and relubricate bolts and nuts that become dry or rusty before use. ' 2. Do not store materials on structure in a manner that might cause,distortion or datnage to members or supporting structures. Repair or replace damaged materials or structures as directed. ' '. 1.7 SEQUENCING ' A. Supply anchorage items to be embedded in or attached to other const�vction without delaying the Woik. Provide §etting diagrams, templates; instnictions, and directions, as required, for , installation. ' PART2 - PRODUCTS ' ��97 • . STRUCTURAL STEEL 05120 - 3 ' CARMEL CLAY PUBLIC LIBRARY 1 Bid Package 1/9647 OO Browning Day Mullins Dierdorf Inc 2.1 MATERIALS � A. Suuctural Steel Shapes (WF Beams and Columns): � 1. High-Strength,Low-Alloy Columbium-Vanadium Steel: ASTM A 572 (ASTM A 572M), C� B. Structural Steel Shapes (other than WF`Beams and Columns), Plates and Bars: � 1. Carbon Steel: ASTNI A36 ('ASTM A36M). a C. Cold-Formed Structural Steel Tubing: ASTM A 500, Grade B. � D. . Steel Pipe: ASTM A 53, Type:E orS, Grade B. 1. Weight Class: Standard. � 2. Finish: Black, exceptwhere indicated to be galvanized. E. Shear Connectots: ASTM A 108,Grdde 1015 through 1020,l�eaded-stud type,cold-Snished cubon � steel, AWS D1.1, Type B. F. Anchor Rods, Bolts, Nuts, and Washers: As follows: � 1. Unheaded Rods: ASTM A 36 (ASTM A 36M). � 2. Headed Bohs: ASTM A 325(AST'M A 3251�,Type 1,heary hex steel smuuu-al bolts and heary hex carbon-steel nuts. 3. Washers: ASTM A 36(ASTM A 36IVI). ' G. NadpgJrShength Bohs,Nws,and WaSt�ets: A$'IMA 307,Caade A(ASTM F 568,Propaty C:lass 4.�; cazbon-steel, hex-head bolts; carbon-steel nuts; and flat, unhazdened steel washers. ' 1. Finish: Plain, uncoa[ed. ' H. High-Strength Bolts,Nuts,and Washeis: ASTM A 325(ASTM A 325Ivn,Type 1,heavy hex steel structural bolts, heavy hex cazbon-steel nuts, and hazdened cazbon-steel washers. , 1. Finish: Plain, uncoated. 2. D'uect-Tension Indicators: ASTM F 959, Type 325. ' a. Finish: Plain, uncoated. I. I-Tigh-Shength Bolts,Nuts,and Washeis: ASTM A 490(ASTM A 4901Vn,Type 1,heavy hex steel ' structural bolts, heavy hex cazbon-steel nuts, and hardened carbon-steel washers, uncoated. 1. Direct-Tension Indicators: ASTM F 959, Type 490, uncoated. , �/97 STRUCTURAL STEEL 05120 - 4 ' 1 � CARMEL CLAY PUBLIC LIBRARY Bid Package 1/9647 � OO Browning DayMullins:Dierdorf Inc J. Welding.Electroda§:^ Comply.with AWS requirements. , 2.2 PRIMER , A. Primer: Fast-curing, lead-and chromate-free, universal modified-alkyd primer with good resistance to nom�al atrnospheric comosion,complying with perfotmance iequiiements of FS TT-P- ' 664. B. Primer: SSPC-Paint 25;red 'uon oacide, zinc oxide, raw linseed oil and alkyd primer. ' ' C. Primer: Fabricator's�standard lead-and chromate-free;nonasphaltic,rust-inhibiting primer. ' 23 GROUT A. Nonmetallic, Shrinkage-Resistant Grout: Premixed,nonmetallic,noncorrosive,nonstaining ' grouCCOntaining selected sdicasands, portland cement, shrinkage compensating agents, plasticizing and water-reducing agents,complying with ASTM C;1107,of consistency suitable for application, and.a 30-minute working [ime. ' ' 2.4 FABRICATION A. Fabricate and:assemble struc[ural steel in shop to greatest.extent possible. Fabricate ' struc[ural steel accorcling to AISG specifications referenced in this�Section and in Shop Drawings. ' 1. Cam6er structural steel members where indicated. 2. 'Identify high-shength shuc.�ura1 steel according to ASTM A 6(ASTIvI A 61�and maintain markings until steel has been erected. ' 3. Mazk and match-mazk materials for field,assembly. 4. Fa6ricate for delivery a sequence that will expedite erection and minimize field handling of structural steel, ' S. Complete structural steel assemblies, including welding of units,before starting shop- priming operations. 6� Comply with fabrication tolerance Gmiu of AISC's "Code of Standazd Praclice for Steel ' Buildings and Bridges" for s[ructural steel. 7. Comply with fabrica[ion requuements,including tolerance limits, of AISCs "Code of Standard Practice for Steel Buildings and Bridges"for azchitechually exposed structu�al ' steel. , ' �/97 • STRUCTURAL STEEL 05120 - 5 ' • CARMEL CLAY PUBLIC LIBRARY � Bid Packagel/9647 �OBrowning Day Mullins Dierdorf Inc B. Thermal Cutting: Perform thermal cutting by-machine,to greatest ex[ent possible. � 1. Plane thermally cut edges to be welded. � C. Finishing: Accurately mill ends of columns and other members transmitting loads in bearing. a 2.5 SHOP CONNECTIONS A. Shop install and righten nonhigh-smength bolts,except where high-strength bolts are indicated. a B. Shop_install and tighten high-strength 6olts according to RCSC's"Specification for Structural 8 Joints Using ASTM A 325 or A 490 Bolts." 1. Bolts: ASTM A 325 (ASTMA 325M) high-strength bolts, unless otherwise indicated. � 2. Bolts: ASTM A 490 (ASTM A 490M) high-strength bolts, unless otheiwise indicated. 3. Connection Type: Snug tightened, unless indicated as slip-critical,direc[-tension,or tensioned shear/bearing connections. � 4. Connection Type: Slip-critical,direct-tension,or tensioned sheaz/beating connections as indicated. C. Weld Connections: Comply with AWS D l.l for proceduies,appearance and qualiry of welds,and ' methods used in correcting welding work. .. 1. Assemble and weld built-up sections by methods that wID maintain tiue alignment of axes ' without warp. � ' 2.6 SHOPPRIMING A. Shop prime steel surfaces; except the following: ' 1. Surfaces embedded in conaete or moitar. Extend priming of pa�tially embedded members to ' a depth of 2 inches (50 mm). 2. Surfacesto be field welded. � 3. Surfaces to.be-high-strength bolted with slip-critical connecUOns. 4. Surfaces to receive sptayed-on fueproofing. 5. Galyanized surfaces. ' B. Surface Preparation: Clean surfaces to be painted. Remove loose rust,loose mill scale,and spatter,slag,or flux deposits. Prepare surfaces according to SSPC specifications as follows: ' 1. SSPC-SP 2 "Hand Tool Cleaning." 2. SSPGSP 3 "Power Tool Cleaning." , 7/97 STRUCTURAL STEEL 05120 - 6 ' ' , CARMEL CLAY PUBLIC LIBRARY Bid Package 1/9647 ' �OBrowning,Day Mu_llins Dierdorf Inc C. Priming: Immediately afrer surface prepazation,:apply primer according to manufacturer's � instructions and a[ca[e�commended by SSPC to provide a dry film thiclrness of not less than 1.5 mils{0;038 mm). Use primirig methods that result in full°coverage of joints,corners,edges,and exposed surfaces. ' I. Apply 2 coats of shop paint[o inaccessible surfaces after assembly or erection. Change color of second.coarto distinguish it fromfirst. ' 2.7 GALVANIZING ' A. Hot-Dip Galvanized Finish: Apply zinc coa[ing by the hot-dip process to structural steel indicated for galvanizing according to ASTM A 123. ' 2.S SOURCE QUALITY CONTROL ' A. Owner will engage an independent testing and inspec:ting agency to perfonn shop inspections and tests and to prepare.test reports. ' 1. Testing,agency.will conduct and interpret tests and state in each report whether test specimens comply with or deviate from requirements. ' 2. Provide testing agency with access to places where structural steel Work is being fabricated oiproduced so required inspection and�testing can be accomplished. ' B. Correctdeficiencies in,or remove and replace structural steel that inspections and test reports indicate do not comply wi[h specified requirements. ' C. Additional testing, at Contractor s expense, will be performed to determine compliance of corrected Work wi[h specified tequirements. � D. Shop-bolted connections will be tested and inspected according to RCSCs "Specification for Structural Joints Using AST'M A 325 or A 490 Bolts." . , 1. Direct-tension indicator gaps will be verified to comply with ASTM F 959, Table 2. E. In addition to visaal inspection,shop-welded connections will'be inspected and tested according ' to AWS Dl.l.and the,inspection procedures listed.below, at [esUng agency's option. 1. Liquid Penetrant Inspection: ASTM E 165. � 2. Magnetic Pazticle Inspecrtion: ASTM E 709;.pe�f'ormed on root pass and on finished weld. Cracks or zones of incomplete fusion or penetration will.not,be accepted. 3: Radiographic Inspection: ASTM E 94 and ASTM E 142; minimum quality level "2-2T." ' 4. 'Ultrasonic Inspection: ASTM E 164. , STRUCTURAL STEEL 05120 - 7 7/97 • ' CARMEL CLAY PUBLIC LIBRARY � Bid Package 1/9647 OO Browning Day Mullins Dierdorf Inc � PART3 - EXECUTION Q 3.1 EXAMINATION a A. Before erection proceeds,and withthe steel erector present;verifyelevations of concrete and masonry bearing surfaces and locations of anchorages for compliance with requirements. B B. Do not proceed with erection until unsatisfactory conditions have been corrected. � 3.2 PREPARATION A. Provide temporuy shores,guys,braces,and othet supports during,erection to keep structural � steel secure,plumb,and in alignmentagainst temporary construction loads'and loads equal in intensity to design loads. Remove femporary supports when permaneN structural steel; � connections, and bracing are in place, unless otherwise indicated. 3.3 ERECTION ' A. Set structural steel accurately in.locations and to elovations indicated and according to AISC ' specifications referenced in this Section. B. Base and Bearing Plates: Clean concrete and masonry bearing surfaces of bond-mducing materiaLs ' and roughen surfaces prior to setfing base and bearing plates. Clean bottom surface of base and bearuig plates. ' 1. Set base and bearing plates for sWctural members on wedges,shims;or setting nuts'as required. � 2. Tighten anchor bolts after supported membecs have been positioned and plumbed. Do not remove wedges or shims but,if prohvding,cut off flush with edge o£base or bearing plate, prior to packing with grout. � 3. Pack grout solidly between bearing surfaoes.and plates so no voids iemain. Finish exposed surfaces> protect installed materials, and allov✓to cure. a. Comply with manufacturer's instructions for proprietary grout materials. ' C. Maintain erecdon tolerances of structural steel within AISC's "Code of Standazd Practice for � Steel Buildings and Bridges." D. Align and adjust various membecs fomung part of complete frame or suucture liefoie pem�anendy ' fastening. Before assembly,clean bearing surfaces and other surfaces that will be in permanent � 7/97 STRUCTURAL STEEL 05120 - 8 ' � CARMEL CLAY PUBLIC LIBRARY Bid Package 1'79.64T ' �OBrowning;Day`Mullins Dierdorf Inc contact: Perform necessary adjustments to compensate for discrepancies in elevadons and talignment. 1. Level and plumb individual members of structure. ' 2. Fstablish iequimd leveling and plumbing measurements on mean operating temperacure of structure. Make allowances for difference between[emperature at time of erection and mean temperature at which structure will be when completed and in service. , ,E. Splice members only where indicated. ' F.' Do not use thermal cutting'during erection. G. Do nof enlazge unfair}ioles in members by buming or by using drift pins. Ream holes that must ' be enlarged to admit bolts. , 3.4. FIELD CONNECTIONS A. Install and tighten nonhigh-strength bolts, except where high-strength bolts are indicated. ' B. Install and tighten higti-strength bolts according to RCSCs"Specification for Structural Joints ' Using ASTM A 325 or A 490 Bolts." 1. Bolts: ASTM A;325 (ASTM A 325M) high-strength bolts, unless otherwise indicated. ' 2. Bolts: ASTIVI A 490 (ASTM A 490M) high-strength bolts, unless otherwise indicated. 3. Connection Type: Snug tightened,unless indicated as slip-critical,direct-tension,or tensioned shaar/baaring connections. � ' 4. ConnectionType: 'SGp-critical,direct-tension,or tensioned shear/bearing connections as indicated. C. Weld Connedions: Comply with AWS DL 1 for pmcedures,appeac-ance and quality of welds,and , methods used in correcdng welding work. ' 1. Comply with AISC specifications referenced in ttus.Section for bearing,adequacy of temporary connections,alignment,and removal of paint on surfaces adjacent to field welds. � 2: Assemble and weld built-up sedioas by inethods that will maintain tiue alignment of a�ces without warp. ' 3.5 FIELD QUALTTY CONTROL ' A. Owner will engage an independent testing and inspeding agency to perform field inspections and tests and to prepaze test reports. ' STRUCTURAL S'I'EEL 05120 - 9 7/97 � . . CARMEL CLAY PUBLIC LIBRARY � Bid Package 1/9647 OO Browning Day Mullins Dierdorf Inc � 1. Testing agency will conduct and interpret tesu and state in each report whether tested Work complies with or deviates from requirements. � B. Correct deficiencies in or remove and replace structural steel that inspec[ions and[est reports indicate do not comply with specified requirements. � C. Additional testing, at Contractors expense;will be performed to deternune compliance of corrected Work with specified requirements. a D. Field-bolted connections will be tested and inspected according to RCSC's "Specification for Structural Joints Using ASTM A 325 or.A 490 Bolts:" � 1. D'uect-tension indicator gaps will be verified to comply with ASTMF 959, Table 2. E. In addition to visual inspection, field-welded connections will be inspec[ed and tested � according to AWS D1.1 and the inspection procedures listed below, at[esting agency's option. 1. Liquid Penetrant Inspection: ASTM E 165. � 2. Magnetic Particle Inspection: AST'M E 709;perfomied on root pass and on 6nished weld. Cracks or zones of incomplete fusion or penetration will not be accepted. � 3. Radiographic Inspection: ASTM E 94 and ASTM E 142; minimum quality level "2-2T." 4. Ultrasonic Inspection: ASTM E 1`64. F. In addition to visual inspecdon,field-welded sheaz connectors will be inspected.and tested a according to requirements of AWS D1.1 for stnd welding and as follows: 1. Bend tests will be performed when visual inspections reveal either less[han a continuous � 360-degree flash or welding repairs to any shear connector. � 2. Tests will be conducted oaadditional shear conneccois when weld fractine occurs on shear connectors aL�eady tested, according to requirements of AWS D1.1. � 3.6 CLEANING A. Touchup Painting: Immediately after.ereclion, clean.field welds,bolted connections, and ' abcaded areas of shop painG Apply paint to exposed aieas using same material as used for shop painting. ' 1. Apply by brush or spray to provide a minimum dry film[hickness of 1.5 mils (0:038 mm). f 'B. Galvanized Sarfaces: Clean field'welds,bolted'connections, and abraded azeas and apply galvanizing repair pain[according [o ASTM A 780. ' „9, STRUCTTJRAL STEEL �512� _ l�. � � � . � � CARMEL CLAY.,PUBLIC LIBRARY " Bid Package l/9647 ' �OBrowning Day Mullins Dierdorf.Inc END OF SECTION 05120 � � ' � ' 1 � , � � � ' 1 ' ' i ' �/q� STRUCTURAL STEEL 05120 - 11 , ' CARMEL CLAY PUBLIC LIBRARY Bid Package 1/9647 LOO Browning Day Mullins Dierdorf Inc � � SECTION 05210 - STEEL 70ISTS ' PART1 - GENERAL � 1.1 RELATED DOCUMENTS A. Drawings and gene�al provisions of the Cont�act,including Gene�al and Supplementary Conditions t' and Division l Specification Sections, apply to this Section. I1.2 SUMMARY �, A. This Section includes:the following: 1. K-series open-web steel joists. � 2. Joist accessories. B. Related Sections: The following Sections contain requirements that relate to this Section: ' ' 1. Division l Section "Quality Control"'for independenttesting agency procedures and , . administrative requirements. 2. Division 3 Section "Cast-in-Place Concrete" for installing anchors set in concrete. 3. Division 5'Section "Structural Steel" for field quality=control procedures and tests. � 1.3 PERFORM:ANCE REQUIREMENTS � A. Structural Perfo;mance: Engineer, fabricate, and erect joists and connections to withstand design loads°within limits and under conditions required. � 1. Design LoadsC As indicated. 2. Design joists to withstand design loads'without deflections greater than the following: ' a. Roof Joists: Vertical deflection of 1/360 of the span. � B. Engitieering Responsi6ility: Engage a joist manufactutei who utilizes a qualified professional engineer to prepaze desiga calculations, shop drawings, and other structural.data for steel joists. ' � ' 7/9� • STEEL JOISTS 05210 - 1 � . CARMEL CLAY PUBLIC LIBRARY � Bid Package 1/9647 �OBrowning Day Mullins Dierdorf Inc n �ll 1.4 SUBMITTALS � A. General: Submit each item in this Article according to the Conditions of the Contract and Division 1 Specification Sections. � B. Product Data for each type of joist, accessory, and product specified. C. Shop Drawings showing layout,mark,number,type,location,and spacings of joists: Include � joining and anchorage details,bracing,bridging,accessories,splice and connection details, and attachmenu to other units'of Work. � 1. For joists indicafed to comply with cenain design loadings,include structural analysis data signed and sealed by the qualified professional engineer responsible for their � prepazadon. D. Material certifica[es signed by joist manufacturer certifying that joists complywith SJI's . � "Specifications." E. Mill certifica[es signed by manufac[urers of bolts ceRifying that their:products comply with ' specified requ'veinents. F. Welder certificates signed by Contractor certifying that welders comply with requiremenu ' specified under the "Quality Assurance" Article. G. Qualification data for firms,and persons specified in the "Quality Assurance" Article to , demonstiate their capabilities and experience. Include lists of completed projects with pmject names and addresses,names and addresses of architects and owners,and ottier information � specified. 1.5 QUALTfY ASSURANCE , A. Manufachuer Qualifications: Engage a fum experienced in manufachuing joists similaz to those � indicated for this Project and that have a record of successful in-service performance. 1. Manufacturer must be certified by SJI to manufacture joists confomring to SJI standard , specifications and load tables. B. SJI Design Standaril: Comply with�ecommendations of SJPs"Standaid Specifications Load Tables � and Weighf.Tables for Steel Joists and Joist Girders," applicable to rypes of joists indicated. C. Welding Standards: Comply with applicalile provisions of AWS Dl.l "Shuctural Welding Code— , Steel" and AWS D1.3 "Structural Welding Code--Sheet Steel." '7/9'7 � � STEEL JOISTS 05210 - 2 ' , tCARMEL CLAY PUBLICLIBRARY Bid Package 1/9647 � OO Browning Day Mullins Dierdorf Inc ' 1. Certify that each welder has satisfactorily passed AWS qualification tests for welding pcocesses involved and, if pertinent, has undergone recertification. ' D. Professional Engineer Qualifications: A professional engineer who is legally authorized to practice in the jurisdiction�where Project is located and who is experienced in providing � engineering services'of.tlie ldnd_indicated. Engineering services are ilefined as those performed for installations of:joists that aze similazto those indicafed for this Project in material, design, and extent. , 1:6 DELIVERY; STORAGE, AND HANDLING ' A. Deliver, store, and handle joists as recommended in SJI's "Specifications." � B. Protect joists from corrosion, deformation, and other damage during delivery, storage, and . handling. ' . � ' PART2 - PRODUCTS , ' ' 2.1 MATERIALS � A. S[eel: Comply with requuements of SJI's "Specifications" for chord and web section material. B. Steel Bearing Plates: ASTM A 36 (ASTM A 36M). , C. Ca�fionSteelBolisar�d�F�as: ASTMA307,CnadeA(ASTMF568,Pmpe�tyClass4.�, carbon-steel,hax-fiead bolts and threaded fasteners;cazbon-steel nuts;and flat, unhardened � steel washers. 1. Finish: Plain;:noncoated. �., D. I-TighShength Bolts and Nuts: ASTM A 325(ASTM A 325M),Type 1,t�eary hex steel shucdual bohs, heavy hex cazbon-s[eel nuts, and hazdened cazbon-steel washers. ' 1. Finish: Plain, noncoated. ' , E. Welding Electrodesc Comply with AWS standards. , �/97 STEEL JOISTS 05210 - 3 , CARMEL CLAY PUBLIC LIBRARY � Bid Package 1/9647 OO Browning Day Mullins Dierdorf Inc � F. Galvanizing Repair PainC SSPC-Paint 20 or DOD-P-21035,with dry film containing a minunum of a 94 percent zinc dust by weight. 2.2 PRIIvIERS � A. Primer: SSPC-Paint'15, Type I, red oxide;Federal Specification TT-P-636, red oxide; or � manufactu�er s standard shop primer meepng the perfom�ance cequirements of either of these recl- o�de primers. B. Pri�rer: Fast-curing,lead-and chromate-&ee,VOC�ompliant;universal modified-alkyd pruner � with good cesistance to nomial atmospheric cocrosion,complying with_perfoimance iequuemenu of FS TT-P-664. � C. VOC compGance certificate signed by"manufacturers ceRifying compliance of their products with . regulations of authorities having jurisdiction over volatile organic compounds (VOCs). � 23 ST'EEL JOISTS ' A. Manufacture joists according to SJI's "Specifications," with steel angle top and bottom chord members, of:joist types,end arrangements, and top chord arrangements indicated. ' B. Manufacture joists according to SJI's "Specifications," with steel angle top and bottom chord members, and as follows: � 1. Joist Type: K-series steel joists. C. Cort�ly with AWS iequi�emenis and pmoedums for shop welding,ap�ezrance,quality of welds,and � methods used in correcung welding work. D. Fxtend top chords of joists with SII Type S top chord extensions whe�e required,complying with � SJI's "SpecificaUOns" and load tables. � E. F�ctend bearing ends of jois�s with SJI Type R extended ends wheie requiied,cotnplying with SJPs "Specifications" and load tables. � F. Camber K-series steel joists according,to SJI's "Specifications." G. Equip bearing ends ofjoists with manufactaie�'s standard beveled ends or sloped shces when joist ' slope exceeds 1/4 inch in 12 inches (1:48). �' ��q� STEEL JOISTS 052�10 - 4 � , � ' CARMEL CLAY PUBLIC LIBRARY Bid Packagel/9647 � OO Browning Day Mullins Dierdorf Inc ' 2.4 JOIST ACCESSORIES A. Bridging: Provide bridging anchors and number of rows of horizontal or diagonal bridging of , material, size, and type required by SJI's "Specifications" for type of joist, chord size, spacing, and span. ' 1. Supply additional bridging to easure stability of s[ructure during construction period. B. Steel bearing�plates'with integral anchorages aze specified in Division 5 Section "Metal � Fabrications.`' C. Supply ceiling extensions,either extended bottom chord elements or a separate extension unit � of sufficient streng[h'to support ceiling conswcuon. Extend ends to within 1/2 inch(13 mm) of finished wall surface, unless otherwise indicated: � D. Supply miscellaneous accessories, including splice plates and bolts required by the joist manufacturerto complete the joist installation. , 2.5 SHOP PAINTING " ' A. Do not shop paint joists.to receive fueproofing. � B. Glean and remove loose scale,heary iust,and other foreign materials from fabricated joisis and accessories to be primed as follows: � 1. Surface Prepazation: Either hand tool cleaning;SSPC-SP Z;or power tool cleaning,SSPC- SP 3. ' C. Apply one shop coat of.primer to jois[s and joist accessories to be primed to provide a continuous, dry paint film thickness of not less than 1 mil (0.025 mm). '' PART 3'-EXECUTION , � 31 EXAMINATION � A. Examine supporting subshates,embedded bearing plates,and abutting stiuctural framing,with Installerpreserit,.for compliance with requiremenu for installazion tolerances and other conditions affecting performance of joists. Do not proceed with ins[allation until .' unsatisfactory conditions fiave been coaected. ' 7�97 STEEL JOISTS 05210 - 5 ' CARMEL CLAY PUBLIC LIBRARY � Bid Package 1l9647 �OBrowning Day Mullins Dierdorf Inc � 3.2 INSTALLATION ' � A. Do not install joists'until supporting construction is in place and secured. B. Install jois[s and accessories plumb, square, and true to line; securely fasten to supporting � constcuction according to SJI's"Specifications,°joist manufacturer's recommendations,and the requirements of this Section. n u 1. Before installation;,splice joists delivered.to Project site in;more than one piece. 2. Space, adjust, and align joists accurately in location before permanently fastening. � 3. Install temporary bracing and bridging,connections,and anchors to ensure joists are stabilized during construction. C. Field weld joists.to supportingsteel.framework and steel bearing plates. Coordinate welding � sequence and procedure with placing of joists. 1. Comply with AWS mqui�ements and prooedu�es for welding,appeatance and quality of welds, � and methods used in correcting welding work: D. Bolt joists to suppotting steel fran�ework using cac�on-steel bolts,unless otherwise indicated. ' E. Iustall and connecfbridging concurrendy with joist erection,before construcpon loads aze , applied. Anchor ends of bridging lines at top and bottom chords where ternrinating at walls or beams. ' . . • , 33 FIELD QUAI:TI'Y CONTROL � A. Testing Agency:.A qualified independent testing agency employed and paid by Owner will perfonn , field quality-control testing. ' B. Testing agency will report test results promptly and in writing to Contractor and Architect. C. Testing and verification procedures will be required of high-strength bolted connections and , field welds. 1. Bolted connections.will be visually inspected. � 2. Field welds will be visually inspected. 3. Imaddition to visual inspection, field,welds will be inspected and tested according to ' AWS D1.1 and ttie followingprocedures: a. Radiographic Testing: ASTIGI E 94 and ASTM E 142. b: Magne[ic Particle Inspection: ASTM E 709. 1 �/q� STEEL JOISTS 05210 - 6 ' 1 ' CARMEL CLAY PUBLIC LIBRARY Bid Package 1/9647 � � �OBrowning Day Mullins Dierdorf Inc � c. Ultrasonic Testing: ASTM E 164. d. Liquid Penetran[ Inspection: ASTM E 165. ' D. Correct deficiencies in Work tha[ inspections and test reports have indicated aze not in compliance with specified requirements. , E. Additional testing will be performed to determine compliance of comectetl Work withspecified _ requirements. ' 3.4 REPAIRS AND PROTECTION � A. Touch Up Painring: Following installation,promptly clean,prepare,and prime or reprime field connections, nist spots, and abraded surfaces of prime-painted joists, accessories, bearing plates, and abutting;structural steel. , 1. Clean and piepare surfaces by hand[ool cleaning,SSPC-SP 2,or power tool cleaning,SSPC- SP 3. � 2. Apply a compatible primer of the same type as the shop primer used on adjacent surfaces. ' B. Provide final protec[ion and tnaintain conditions,in a manner acceptable to manufacturer and Installer,that ensure that'joists and accessories aze without damage ordeterioration at the time of Substantial Completion. � END OF SECTION 05210 ' ' , � � � , ST'EEL JOISTS 05210 - 7 7/97 ' ' CARMEL CLAY PUBLIC LIBRARY BidPackage 1/9647 � ' �OBiowning�Day Mullins Dierdorf Inc , SF,CI'ION 05210 - STEII..iOLSTS ' PART 1 - GENERAL � 1.1 RELATED DOCUMENTS ' A. Drawings and generalprovisions of the Contract,;including General and Supplementary Conditions and Division 1 Specification Sections, apply to[his Section. � 1.2 SUMMARY , A. This Section includes.the following: � 1. K-series open-web s[eel joists. 2. Joist accessories. ', s B. Related Sections: The following Sections contain requirements that relate to this Section: ' 1. . Division 1 Section�"Quality ConVol" for independent'testing agency procedures and � administrative requirements. 2. Division3sSec[ion�"Cast-in=Place Concrete" for installing anchors set in concre[e. 3. Division 5 Section "Sfructural Steel" for field quality-control procedures and tests. ' 13 PERFORMANCE REQUIItEMENTS ' A. Structural Performance: Engineer, fabricate, and erect joists and connecdons to withstand designloadswithin limits"and under conditions required. , 1. Design Loads .As indicated. 2. Design joists to withstand design loads without Heflections greater than the , following: � a. Roof Joists: Vertical deflection of 1/360 of the span. , B. Engineering Responsibiliry: . Engage a,joist 'manufacturer who utilizes a qualified , professional engineer to prepare design calculations;shop drawings, and other structural data fors[eel joists. ' ��97 STEEL JOISTS 05210 - 1 i CARMEL CLAY PUBLIC LIBRARY � Bid-Package 1/9647 OO Browning Day Mullins Dierdorf Inc � 1.4 SUBMITTALS ' A. General: Submit each item in this Article according to the Conditions ofthe Contract and Division 1 Specification Sections. � B. Product Da[a for each type ofjoist, accessory,.and product specified. C. Shop Drawings showing layout, mazk; number, type, location, and spacings of joists. ' Include joining and anchorage details,bracing,bridging�accessories,splice and connection _ details, and attachments to other units of Work. , 1, For joists indicated to comply with certain design loadings, include structural analysis data signed and sealed by [he qualified professional engineer responsible � for their prepazazion. ' D. Material certificates signed by joist manufacturer certifying that joists comply with SJI's � "Specifications." E. Mill certificates signed by manufacturers of bolts certifying that their products comply � . with specified requirements. F. Welder certificates sig�edby Contractor certifying that welders comply with tequirements ' specified under the "Quality Assurance" Article. G. Qualification data for firms and persons specified in the "Quality Assurance" Article [o , demonstrate their capabilities and�experience. Include lists of completed projec[s with project names and addresses, names and addtesses of architects and owners, and other ' information speciFed. 1.5 QUALITY ASSURANCE I A. Manufacture�Qualifications: Engage a firm experienced in manufacturing joists similaz ' to those indicated for this Project and that have a record of successful in-service perfoimance. 1. Manufacturer must be certified by SJI to manufacture joists conforming to SJI ' standatd specifications and load tables: B. SJI Design Standazd: Comply with recommendations of SJI's "Standard Specificaaons � Load Tables;and Weighf Tables for-Stee1 Joists.and Joist Girders," applicable to types of ' joisu indicated. ��97 ST'EEL JOISTS 05210:-2 � ' , CARMEL CLAY PUBLIC LIBRARY Bid Package 1/9647 , OO Browning'DayMullins Dierdorf Inc , C. Welding,Standards: Comply with�applicable provisions of AWS Dl.l "Structural Welding Cod'e--Steel" and AWS D13 "Structural Welding Code--Sheet Steel." ' 1. Certify that each' welder has satisfactorily passed AWS qualificadon tests for welding processes involved and, if pertinent, has undergone recertification. � D. Professional Engineet Qualifications: A professional engineer who is legally authorized to pracuce in the jurisdiction where Projec[is located and who is experienced in providing engineering services of the.:kind indicated. Engineering services aze defined as those � , performed,foc installations.of jois[s [hat aze similar to those indicated for this Project in material, design,:and exten[. � . 1.6 DELIVERY, STORAGE, AND HANDLING ' A. Deliver, store, and handle joists as recommended in SJPs "Specifications." ' B. Protect joists,from coirosion, deformation, and other damage during.delivery, storage, and handling. � , PART 2 - PRODUCI'S ' 2.1 MATERIALS A. Steel: Comply with requirements of SJI's "Specifications" for chord and web section �. material. B. SteeLBearing Plates: ASTM A 36 (ASTM A 36M). � C. Carbon-Steel Bolts and Threaded Fasteners: ASTIvI A,307; Grade A (ASTM F 568, Property Class 4.6),cazbon-steel, hex-head bolts and threaded fasteners; carbon-steel nuts; � and flat, unhazdened steel washers. � 1. Finish: Plain, noncoated. • D. High-StrengthBolts and Nuts: ASTM A 325 (AST'M A 325M), Type 1, heavy hex steel � structural bolts;.heavy hex carbon-steel nuts, and hardened carbon-steel washers. 1. Finish: Plain,'noncoated. � �/q� � STEEL JOISTS 05210 - 3 , CARMEL CLAY PUBLIC LIBRARY ' Bid Package 1/9647 OO Browning Day Mullins Dierdorf Inc ' E. Welding Electrodes: Comply with AWS standazds. ' F. Galvanizing Repair Paint: SSPC-PainY.20 or•DOD-P-21035, with dry film containing a � minimum of 94 percen[ zinc dust by weight. 2:2' PRIMERS 1 � A. Primer: SSPC-Paint 15, Type I, red oxide; Federal Specification TT-P-636, red oxide; or � manufacturer's standazd shop primer meeting the performance requirements of ei[hei of these red-oxide primers. B. Primer: Fast-curing, lead- and chromate-free, VOGcomplian[, universal-modified-alkyd � primer with good resistance to normal atmospheric corrosion,complying with performance requirements of FS TT-P-664. , C. VOC compliance certificate signed by manufac[urers certifying compliance of their , products with regulations of authorities having jurisdicuon over volatile orgazuc compounds (VOCs). � 2:3 ST'EEL JOISTS A. Manufacture joists according to SJI's "Specifications," with steel angle top and botfom , chord members, of joist types, end arrangements, and top chord arrangements indicated. B. Manufacture joists according to SJI's "Specifications," with s[eel angle.top and bottom , chord members, and as follbws: 1. Joist Type: K-series steel joists. � C. Comply wi[h AWS requirements,and procedures for shop welding; appeazance, quality of � welds, and methods used-in correcting welding work. D. Extend top chords of joists with SJI Type S top chord extensions where required, � complying with SJI's "Specifications" and load tables. E. Extend bearing ends of joists with SJI Type R extended ends where required, complying � with SJI's "Speoifications" and load tables. F. Camber K-series steel joists according to SJI's "Specifications." � '7/9'7 STEEL JOISTS 05210 - 4 ' ' , CARMEL CLAY PUBLIC LIBRARY Bid Package 1/9647 , �OBrowning'Day;MullinsDierdorf Inc ' G. Equip bearing ends of joists with manufacturer's standatd.beveled ends or sloped shoes when joist slope exceeds 1/4 inch in 12 inches (1:48). r2.4 JOIST ACCESSORIES 1 A. Bridging: Provide brid�ng anchors and number of rows of horizontal or diagonal bridging of ma[erial, size, and,type required by SJI's "Specifications" for type of joist, chord size, spacing, and span. , 1. Supply additional'bridging,to ensure stability of structura during construction period. , B. Stee}bearing plates with integral anchorages aze specified in Division 5 Section "Metal Fabrications:" � C. Supply ceiling?extensions,either extended bottom chord elements or a sepazate extension unit of sufficient strength to support ceiling construction:• Extand ends to within 1/2 inch � ' (13 mm) of finished wall surface, unless otherwise indicated. D. Supply miscellaneoussaccessories, including splice plates and bolts required by the joist � manufacturer to complete the joist ins[allation. 2.5 SHOP PAINTING �� A. Do not�shop paint joists to,receive fireproofing. ' B. Clean and remove loose scale,heavy rust, and other foreign materials ftom fabricated joists and accessories to be�primed'as follows: , 1. Surface Preparation: Either hand tool cleaning, SSPGSP 2, or power tool cleaning, SSPC-SP 3. � C. Apply one shop coat oP primer to joists and joist accessories to be primed to provide a continuous, dry paint film thickness of not less than 1'mil (0.025 mm). � PART 3 - EXECUTION � ' 3.1 EXAMINATION A. Examine supporting substrates, embedded tiearing plates, and abutting structural framing, r 7/97 STEEL JOISTS 05210 - 5 � CARMEL CLAY PUBLIC LIBRARY ' Bid Package 1/9647 OBrowning Day Mullins Dierdorf Inc ' with Installer present, for compliance with requirements for installation tolerances and ' other conditions affecting performance of joists. Do not proceed with-installation until unsatisfactory conditions have been corrected. r 3.2 INSTALLATION . •..A. Do not install joists until suppoRing consuvction is in place and secured. , B. Install joisu and accessories plumb; square, and true to line; securely fasten to supporting ' constn►ction according to SJI's "Specifications," joist manufac[urer s recommendations, and[he requirements of this!Secpon. 1. Before installation, splice joists delivered to Project site in more than one piece. � 2. Space, adjust, and align joists accurately in location before permanently fastening. 3. Install temporary bracing and 6ridging,connections;and anchois to ensure joists ace ' stabilized during construction. C. Field weld joists to supporting steel framework and steel bearing plates. Coordinate ' welding sequence andprocedure with placing of joists. 1. Comply with AWS requirements and procedutes for welding,appearance and quality 1 of welds,.and methods used in correcting welding work. D. Bolt joists to supporting steel framework using cazbon-steel bolts, unless otherwise , indicated. E. Install and connect bridging concurrently with joist erection,before construction loads are , applied. Anchor ends of bridging lines at top and bottom chords where terminating at walls or'beams. ' 3.3 FIELD QUALITY CONTROL , A. Testing Agency: A qualified independent testing agency employed and paid by Owner will perform field qualiry-control testing. � B. Testing agency will report test resuits promp[ly and in writing to Contractor and Architect. C. Testing and verification procedures will be required of high-strength bolted connections � and field welds. � 1. Bolted connections will be visually inspected. ��97 STEEL JOISTS 05210 - 6 � � , CARMEL CLAY PUBLIC LIBRARY Bid Package 1/9647 ' �OBrowning Day Mullins Dierdorf Inc , 2. Field welds will be visually inspected. 3. In addition to visual inspection, field welds will be inspected and tested according to AWS D1.1 arid the following procedures: ' . a. Radiographic Testing: ASTM E 94 and ASTM E 142. b. Magnetic Particle Inspection: ASTM E 709. c. Ultrasonic Testing: ASTM E 164. 1 . . d. Liquid Penetrant Inspection: ASTM E 165. ' D. Correct deficiencies in'Work that inspections and test reports have indicated aze not in compliance with specified requirements. ' E. Additional testing will be performed to determine compliance of corrected Work with specified requirements. � 3.4 REPAIRS AND PROTECTION ' A. Touch Up Painting: Following installation, promptly clean, prepaz�e, and prime or reprime field connections, rust spots, and abraded surfaces of prime-painted joists, accessories, � bearing plates, and abutting structural steel. 1. Clean and prepare surfaces by hand tool cleaning, SSPC-SP 2, or power tool cleaning, SSPGSP 3. ' 2. Apply a compatible primer of the same type as the shop primer used on adjacent surfaces. � B. Provide final protection andmaintain condi[ions, in a manneracceptable to manufacturer and Installet, that ensure that joists and accessories ate without damage or deterioration at ' the time of Substantial Completion. ' END OF SECTION 05210 � i 1 ' STEEL JOISTS 05210 - 7 '7/97 � , CARMEL CLAY PUBLIC LIBRARY . Bid Package 1/9647 � OO Browning Day..Ivinllins':Aierdorf Inc ' SECTION 05310'-'STEEL DECK ' PART1 - GENERAL °' 1.1 RELATED DOCUIvIENTS A. Drawingsand.general provisions of the Contract, including General and Supplementary ,'; Conditions and°Division 1 Specification.Sections, apply tathis Section. 1.2 SUMMARY ' � A. This Section•includes the following: 1. Steel:roof deck. , 2. Composite steel floor deck. B: �Related Sechons:• The following Sections contain requiremeptslhat relate to this Secuon: ' 1. Diyision"3 Section "Cast-in-Place Concrete"#or concrete fill and reinforcing steel. 2. Division 5°Sectiom"Structural Sfeel" for sheaz connectors. ' 3. Division SSecfion."IVletalFa6rications"for framing openings with miscellaneous steel shapes. 4. Division 9 Section "Painting" for touchup and iepairrpautting of deck. � 1.3 SUBMITTALS � A. General: Submit each item in Uiis Articleaccording to the Gonditions of the Contract and Divisioa 1 Specification Sections. ' B. Eroduct data for'each type of deck, accessory, and product;specified. 1 C. Shop drawings showing'layout and types of deck panels,:anchoragesdetails, reinforcing cHannels;:pans, deck openings, special jointing, accessories, and;attachments to other construction. , 1. For steel deck indicated-to comply-with certain design�loadings, include structural analysis data sealed and signed By the•qualified'professional engineer who was ' iesponsible;for'its piepazation. , ��97 STEEL DECK 05310 - 1 � CARMEL CLAY PUBLIC LIBRARY ' Bid Package 1/9647 �OBrowning Day Mullins Dierdorf Inc , D. Product certificates signed by manufacturers of steel deck certifying that theirproducts comply with specified requirements. " � E. Welder certificates signedby Contractor certifying that welders comply with requirements specified under the "Quality Assurance" Article, � , F. Product test reports from qualified independent testing agencies evidancing compliance with requirements of the following based on comprehensive testing: , 1. Nlechanical fasteners 1 I.4 QUALITY ASSURANCE A. �InstallerQualifications: Engage an experienced Installer who has complefed-s[eel deck ' similar in inaterial, design,and.extenf to that indicated for this;Project and with a record of saccessful in-service perfortrtat�ce: � B. Testing Agency Qualifications: To qualify for acceptance,an'independenGtesting;agency must demons[rate to Architect's sadsfaction,based on,evaluation of agency-submitted criteria conforming,to:ASTM E 699,thaC it has the experience and capability to satisfactorily conduct ' the testing indicated without delaying the Work. � „ C. WeldingStandazds: Comply with applicable provisions of AWS Dl:l "Structutal Welding , Code-=Stee1" and AWS D1.3 "Structural Welding Code--Sheet Steel." ' 1. Certify thaz each,welder has satisfactorily passed AWS qualification,tests for welding processes involved'and,'if pertinent,has undergone recertification. , D. Fire-Tesf-Response Characteristics: Where indicated;provide s[eeLdeck panels identical to [hose tested as part of;an assembly for fue resistance per ASTM E 119 by a testing and � inspection agency perfomting,testing and follow-up services,that is acceptable to,authoriues having jurisdiction. 1. Fire-Resistance Ratings: As,indicatedby design designation's listed in LTI. "Fire , Resistance Duectory," or by Wamock Hersey or another;testing;and'inspecting agency: 2. Labeling: Identify steel deck with appropriate markings of applicable testing and ' inspecting,agency: E. Engineer.Qualificadons: A profes§iona] engineer legally authorized;to practice in the , jurisdiction whare Projecf'is located and'experienced in providing engineering services of the kind indica[ed that have rasulted in=,tlio installation of steel deck similar to [tiis Project in material,design, and extentrand that have a record of successful`in-service performance. , 7/97 STEEL DECK 05310 - 2 ' � ', CARMEL,CLAX PUBLIC LIBRARY � Bid Package'1/9647 , �OBrowning Day Ivlullins Dietdorf Inc 1.5 DELIVERY; STORAGE;,AND'HANDLING '. A. Protect steel deck from corrosion,defonnation,and other damage dnring delivery,storage,and handling. ' B. Stack steel deck on platfo�ms;or pallets and slopeto provide drainage. Protect with a '„ waterproof covering;and ventilate to avoid condensation. 1.6 COORDINATION ' � ,,. , PART`2 - PRODUCTS ' � 2:1 MANUFACTURERS ' � A. Ayailable Manufacturers: Subject to compliance with requirements,manufacturers offering ' products that°may be'incorporated in the Work include,but'are'not limited to,the following: B. IVlandfacturers: Subject to;compliance with requirements,provide products by one of the � follo�ving: � " � ' � • � 1. Americap Buildings'Co. , 2. ASC Pacific'Inc. . 3. B'owtnan Metal.Deck Armco, Inc. 4: Consolidated Systems,.Inc. ' S. Epic Metals Corp. 6. NIarlyn Steel.Products, Inc. 7. Ro6ertson A United Dominion Co. , 8. Roof Deck, Inc.. 9. United Steel:•Deck, Inc. 10. Verco Manufacturing Co. ' 11. Vulcraf[Div. of[�Tucor Corp. , 12. Walker Div.>of Butler Manufacturing Co. 13. Wheeling Co;rugating Co., Div..of Wheeling-Eittsburgh Steel Corp. , , . . 2.2 ROOF'DECK ' A. Stee1 Roof Deck: Fabricate panels without top=flange stiffening gooves confornung to SDI Pu6lication No.2&"Specifications and Commentary for Steel Roof Deck" and the following: � I: Prime-Painted Steel5heet: ASTM A 611, Grade C,:shop primed as follows: ' ��97 STEEL DECK 05310 - 3 � CARMEL CLAY PUBLIC LIBRARY � Bid Package 1/9647 OO Browning Day Mullins Dierdorf Inc ' a. Shop Primer: Grey or white baked-on,lead-and chromate=free rust-inhibitive primer, confomung to the performance requirements'of Fed. Spea TT-P=664. � 2., Profile Depth: 1-1%2':inches (38 mm). 3. Design Uncoated-Steel Thickdess; 0.0295 inch(0.75 mm). 4: Span Condition; Triple span or more. , 5. Side Joints: Overlapped or:interlocking seam at Contractor s option. 23 FLOOR DECK I A. Composite Stee1 F7oor Deck: Fabricate panels with integrally embossed or iaised pattem ribs , and interlocking side laps, conforming to SDI Publication No. 28 "Specificarions and Commentary for Coinposite,Stee1 F1oor Deck;"die minimum section pmpetties indicated,`and ihe following: � 1. GalvaruzedSteel Shaet¢ ASTMA446,GradeA,G60(ASTMA446M;Giade A,Z.180)iinc coafed according to_ASTM A-525(ASTM A 5251vn. ' 2. Profile Depth: 1-1/2 inches,(38mm). 2.4 ACCESSORIES , . A. General; .Piovide accessory,makerials:for steel deck that comply with reqauements`indicated and recommendations of ttie steel deck manufacturer. ,` B. Mechanical Fasteners: ,Manufacfurer's standard, corrosion`resistant, low-velocity, powder-actua[ed or pneumatically driven carbon steel fasteners; ;or self-drilling, , self-threading screws. C. Side Lap Fasteners: Manufacturer's standard,coirosion-resi_stant,hexagonaLwashec head; , self-drilling, carbon steel screws, No: 10 (4;8 mm};minimum diametez: D. Rib Closnre Strips: Manufacturer's standazd wlcanized, closed-cell,synthetic rubber. , E. MiscellaneousRoofDeckAccessories: Steelsheet,0.0359-inch-,(0.91-mm)t}rick,minimumridge � and valley plates, finish strips, and reinforcing channels, of same material as roof'deck. E. Pour Stops and Guder Fillers: Steel sheet,of same material as deck panels,and of thickness and.profile indicated. � ' . G: Golumn Closures,End Closu�es,�Closures,and Cover Plates: Steel sheet,of same material and 1 . thickness as deck panels;'unless otherwise indicated. H. HangeT Tabs: Manufactucer's standard pieraingsteel shcet hanger attachment devices for flooi � deck panels. ��g� STEEL'DECK 05310 -4 ' f , CARMEL CLAY'PUBLIC,LIBRARY Bid Package 1/9647 OO Browning Day Mullins Dierdorf Inc � I. Recessed Sump Pans: -Manufacturer's standazd size, single piece steel sheet 0.071-inch- ' (1:8 mm)tliick minimum,of same m�terial as deck,panels,with.l-1/2-inch-(38-mm-)minimum deep level recessedpans and3'-inch-(76-mm-)wide flanges:�Cut holes for drainsin the field. ' J. Flat Receiver Pans Manufacturer's standazd size, single-,piece steel sheet, 0.071-inch- (1.8-mm-),thick minimum�units,of same material as deck panels: Cut holes for drains in the field. ' K. Sheat Connectois: ASTM A108,C'made 1010 dirough 1020 headed stud type,cold-finistied ca�on steel;AWS D11, Type;B. . , ' L. Steel'Sheet Accessories: ,ASTM A 446,G 60(ASTM A 446M;Z 180)coating class,galvanized according to ASTM A 525 (ASTM A 525M). ' M. Galvanizuig Repair Paint: SSPC-Paint 20 or DOD-P21035,with dry film cortaining a minimum of 94 percent zinc dbst byweight. � PART 3 --EXECUTION . � � ' 3.1 EXAMINATION A. Examine supporting framing;and field conditions for comp3iance.with requirements for ' installation tolerances and other conditions affecting pe;formance of steel deck. ' 3.2 PREPARATION � A. Do not place deck panels on concrete supporting structure until concrete has cured and is dry. ' B. Locate decking bundles to'prevent overloading of sdpporting members. e33 INSTALLATION, GENERAL � A. Install'deck panels and accessories according to applicable specifications and'commentary of SDI Publicahon'No.:28, manufacturer's recommendaUons, and requuements of this Section. ' B�. Install tempotary shoringbefore placing deck panels when.required to'meet deflection limitations. , C. Place deck.panels on;supporting framing and,adjust to final posiUon with ends accurately , aligned and,liearing on supporting framing before being pennanenfly fastened. Do not stretch , �/97 STEEL DECK 05310 - 5 ' CARMEL CLAY PUBLIC LIBRARY � Bid Package 1/9647 , OBrowning Day,Mullins Dierdorf Inc ' or contract.side lap interlocks. D. Place deck panels flaf and squaie and fastedto supponing framing without warp or deflection. ' E. Gut and neatly fit deck panels and accessories azound openings and other work piojecting � through or adjacent to the d"ecking. F. Proyide,additional reinforcement and closure pieces at openings as required for strength, , continuity of decking, and support of other work. � G. Comply with AWS mquirements and:procedu�es for manual shielded metal a�welding,appearance ' and quali[y of welds; and me[hods used in conecting welding work. H. Mechanical fastenecs may be used in lieu of welding to fasten deck. Locate mecha►iical Fasteneis ' and install according to deck manrifacturer's�instructions. 3.4 ROORDECKINSTALLATION � A. Fasten roof deck panels to steel supporting members by azc spot(puddle)welds of th8 surface , diameter as indicated on the drawings. B. Side Lap and Perimeter Edge Fastening:,Fasten side laps and perimeter edges of panels between , supports, as`indicated on the drawings: C. End Bearing: Install deck ends over supporting framing with a minimum end Uearing of 1-1/2 ' inches (38 mm), with end joints as follows: •1. End Joints: Lapped2 inches (51 mm),minimum. '' D. Roof Sump Pans and Sump Plates: Install ovei openings provided in roof d�king,-and weld � flangesto top of deck. Space welds not more than 12 inches(305 mm)apart with at least one weld at each comer. � E. Miscellaneous Roof DeckAccessories: Insfall ridge and valley,plates;finishstrips,cover plates, end closures, and 'reinforcing channels according •fo deck manufacturer's , recoinmendations. Weld to substrate taprovide a complete deck installation. F. Flexible Closure Strips: Install flexible closuie strips over partitions, walls, and where � indicazed. Install with adhesive according to manufacturer's instructions to ensure complete closure. , , ' ��97 STEEL DECK 05310 - 6 ' ' CARMEL.CLAY PUBLIC LIBRARY , Bid Package 1/9647 ;, OO Browning Day 14lyllins Dierdorf Inc 3.5 FLOOR DECK INSTALL'ATION � A. � Fasten'�floordeck panels fo steel supporting membets by arespof(puddle)welds of the surface diameter as_indicated on the drawing: ' B. Side Lap and,Periineter Edge Fastening: Fasten side laps and perimeter edges of panels between � supports; as'indicated on the drawings: ' C. End Bearing: Install deck endsover supporting framing with a minimum end bearing of 1-1/2 inches (38 mm), with end,joints as follows: , 1. EndJoints: 'Butted D. Sheaz Connectocs; Weld shear coanecto�s through deck to suppoR fiNning according to AWS D11 , and mannfacfuier's instructions. Butt end joints of.deck panels; do not overlap. E., Pour;Stops and,Girder Filleis: Weldsteel sheet pour stops and girder fillers to supporting ' structure according to'SDI recommendations, unless-otherwise;indicated. F. Floor Deck Closums:�Weld steel sheet column closures,cell closums;and Z-closures to deck ' according;taSDLrecommendations to provide tight-fitting closures at open ends of ribs and sides of decking. W.eld cover plates at changes in direction of floor deck panels, unless otherwise indicated. 1 ' G. Install piercing hanger tabs no[more than 14 inches(355 mm)apart in both directions,within 9 inches,(228 mm)of walls'at ends,and not more than 12 inches(305 mm)from walls at sides, ' unless ofherwise indicated. , 3.6 FIELD QUALITY CONTROL A. Testing Agency: Aqualified indepetidenttesting agency employed and paid by Owner will peiform field quality-control:testing. , B. Field`weldswill be subject to inspectiom . � C: Shear connector welds will be inspected and tested acconiing to the requuements of AWS Dl.l for stud welding and as follows: � 1. Sheaz connecto'r welds will be visually inspected. 2. Bend tests will be perfornied when visual inspections reveal either less than a continuous , 360 degree`flash or welding repairs fo any shear connector. 3. Tests.will ba conducted on additional shear connectois when weld fracture occnrs on shear � ��q� STEEL DECK 05310 - 7 i CARMEL CLAY PUBLIC LIBRARY ' Bid Packagel/9647 OO Browning Day Mullins Dierdorf Inc ' connectors already tested, accordingto the requqements of AWS Dl.l. D. Testing agencywill report test resultspromptly and in writing to Conuactor and Architect. ' E. Remove and replace work thatdoes not comply with specified requuements. � F. Additional testing will be perfomied,to detem�ine compliance of coirected work with specified requirements. ' 3.7 REPAIItS AND PROTECTION • � A. Galvanizing Repaus: Prepane an"d repair damaged galvanized coatings on both surfaces with galvanized repair paint according to ASTM A`780 and the manufacturer's instructions. ' B. Toucliup Painting: Wirebrush,clean;and paint scazred areas;welds,and rust spots on both surfaces�of.installed deck panels. , 1. Touch up painted surfaces with same�:type of shop;�paint ased on adjacent surfaces. 2. Where shop-painted surfaces a�e exposed in-service,apply[ouchup paint;to;blendinto � adjacentsurfaces: , . C. Provide final protection and maintain'conditions to.ensure steel decldng is withoutdamage or , deterioration at time of Substantial Complefion. END OF SECTION 05310 ,' ,. - ' ,. . '. , , ��97 STEEL DECK 05310 - 8 ' ,, ':, , ,�� Carme)�Clay P.ublic;Library Bid Package No. 1/9,647' �Browning Day MullinsDierdorf Inc �� '' SECTION 0551!O,-�METAL STAiRS ,. , PART 1 - GENERAL ' 1.1 SUMMARY: , A. This Section includes the followin�: 1. . $traighYrun,'steel=framed stairs. , � 2. Steel.pipe handrails,and railing.systems attached'to metal stairs. 3. Steel pipe handrails attached to walls adjacenY to metal stairs. ' B. Related Sections; The following Sections contain requirements that relate to this Section. ' � 1. Division 3 Section "Cast-In-Place Concrete" for fill for steel pan stairs. , 1.2 EERFORMANCE REOUIREMENTS: A. Sttuctura] Eerformance: Engineer, fabricate; and install,steel, stairs to withstand the ' following structural loads without exceeding tfie allowable design working stress of the materials involved„including anchors and connections. 'Apply each load to produce the maximum stress in each component of steel stairs. ' 1. Treads of Steel Stairs; Capable of withstanding a uniform load of 100 lbf per sq. ft. (4.8 kN/sq. m) or a concentrated load of 300 Ibf(1.35 kN) on a area of 4 sq. inches � (26 sq, cm)docated in the center of the tread; whichever produces the greater stress. �2. Platforms of Stee4 Sfaics: Capable ofwithstanding a,uniform load of 100 Ib€per sq. � ft. (4.8-kN/sq�. m). � � 3. StairF�aminQ: Capable ofwithstandingstresses resulting from loads specified above ' as well,as:stresses resulting from railing system loads:' , B. StrucCural Performance: Engineer, fabricate, and install handrails and railing systems to �/97 METAL STAIRS' 05510 - 1 ' ' • ' Carmel Clay Public Library t Bid Package No. 1/9647 �Browning Day Mullins Dierdorf Inc , withstand the following structural loads without exceeding the allowable design working , stress of the-materials involved, including anchors and connections Apglyeach load to produce the maximum stress in each of the respective components of each metal fabrication, � 1. Top'Rail'ofGuardraiLS sv tems: Capable ofwithstanding the following loads applied as indicated: ' a. Concentrated load of 200 lbf (890 N) applied at any point and in any direction. , b: U�iform load of 50 ibf per linear foot (730 N/m)'applied horizonfally and concuRently witfi uniform.load of100 Ibf per linear foot (1460 N/m) applied �• vertically down�vard. � a Concentrated and. uniform .loads above need not be assumed to act '' concurrently. 2. Handrails Not Serving as TopRails: Capable ofwithstanding the following loads , applied as indicated: a.. Concentrated load of 200 Ibf (890 N) applied at any point and in any , � direction. b. Uniform load of 50 Ibf per,linear foot'(.730 N/m) applied in any-direction. ,' c. Concentrated and uniform loads above need not be ass�med to act , concurtently. 3. Infill Area of Guardrail Svstems: Capable of withstanding a horizontaf concentrated � Ioad:of 200 lbf(890 I� applied to one sq. ft: (0.09 sq.m) at any point in the system including panels, intermediate rails, balusters; or other elements composing the infill area. ' a. Above load need not be assumed to act�concurrently with loads on top rails of railing systems°in deferminingstress on guard. , 7/97 NIETAL STAIRS 05510 - 2 , ' ' '' �„ Carmel Glay Public Library � Bid;Package No: 1/9642. �Browning DayMullins Dierdorf lnc � ' 1.3 SiIBMITTALS: • A. General: Submit;each item in this Article according to the Conditions of the Contract and , Division 1 Specification Sections. B. Product data for metal stairs, p�efilled meta] pan stair treads, paint products, and grout. ' C. Shop drawings detailing fabrication and installation`of steel stairs. Include plans, elevations, sections, and details of steel stairs and their connections. Show anchorage and ' accessory items. Provide templates for anchorsand bolts specified for installation under other sections: ' 1. Bor�insfalled steel�siairs indicated to comply with certain design loadings, include structural;analysis data sealed and signedby the qualified professional engineer who was responsifile for their preparation. , D. Welder'certificates signed by Gontractor certifying tliat welderscomply with requirements ' specified under tfie "Quality Assurance" Article. E. Qualification data forfirms and persons specified in [he"'Quality Assurance" Article to ' demonstrate:their capabilities and experience. Include list of completed projects with project names, addresses;,names ofarchitects and owners,,and other information specified. ' 1.4 OUAL;ITY ASSURANCE: ' A. Fabricator Qualifications:. Firm experienced in producing steel stairs similar to those indicated for this ProjecP'with a record of successful in-service performance and with sufficient production capacity to produc.erequired units without delaying the Work. � B. `InsfalleEiOualifications: Arrange=for steel stair installation specified in this Section by the same firm thaYfabricated them. � C. EnQineer Oualificationsi A professional engineer legally authorized to practice in jurisdictiomwhere Project`isiocated and expe�ienced improviding engineering services of � the Vnnd indicated that h"ave resulted in the installation of inetal stairs (including handrails - and;railing systems) similar to thisProject,in material, design, and extent and that have a ' record ofsuccessful in-service performance. � -- 7/97 METAL STAIRS 05510 - 3 ' � ' Carmel Glay Public Library ' Bid Package No. 1/9647 �Browning Day Mullins Dierdorf Inc ' D. WeldingStandards: Comply with agplicable provisions ofAWS D1.1 "Structural Welding , Code--Steel" and AWS DI.3 °Structural Welding Code--Sheet SteeL" 1. Certify that each welder has satisfactorily passed AWS qualification tests for , welding.processes involved and, ifpertinent, has undergone recertification. PART2 - ERODUCTS , 2.1 MANUFACTURERS: I A.. Manufacturers: Subject ro compliance with requirements; provide preassembled stair units ' byone ofthe following: � 1. American Stair Corp., Inc. '' 2. The.Sharon Companies, Ltd. 2.2 FERROUS METALS: , A, Metal�Surfaces General: For surfaces exposed to;view in the completed Work, provide ' materials selected for their surface flatness, smoothness, an_d freedom from surface blemishes. Do not use matetials with exposed pitfing, seam,marks, roller marks, rolled , trade names; roughness, o�, for steel'sheet,variations in flatness exceeding those permitted byreferenced standards for stretcher-leveled sheet. B. Steel Elates. Shapes, and Bars: ASTM A36lA:36M. , C. Steel Pine: ASTM A 53, standard weight (schedule 40), unless otherwise indicated, or ' � another weight required by structural loads. 1. Black finish, uriless otherwise indicated. , D. Uncoated Structural Steel Sheef; Product.type (manufacturing method), quality, and grade as follows; ' ' 1. Cold-Rolled Sti-uctural Steel Sheet: ASTM A 611, grade.as follows;, 7/97 METAL.STAIRS 05510 - 4 ' , ' � �� ,` Carmel Clay Public.Library � Bid.PackageNo. 1Y9647 �� Browning Day Mullins.�Dierdorf Inc ' a. Grade A, unless otherwise indicafed or required by design loading. E. Welding Rods and Bare Electrodes: Select according to AW S specifications for the metal ' alloyto be welded. , 2.3 FASTENERS: A: � General: Provide'plated fasteners complying with ASTM,B 633; Class Fe/Zn.25 for ' eiectrodeposited zinc coating, for exterior use or where buil(into exterior walls. Select fasteners for the type; grade, and class required. � B. Bolu and Nuts: Regular hexagon-head type, ASTM A 307., Grade A (ASTM F 568, Property Class 4.6), with hex nuts, ASTM A 563,(ASTM A 563M), and, where indicated, flat washers. � G. Machine Screws; ANSI B 18:6;� (ANSI B 18.6.7M). , D. Lae Bolts. ANSI B18_2,1 (ANSI B'182.3.8M). ' .E. Plain W.ashers: Round, carbonsteel, ANSI B18.22_1 (-ANSI B18.22M). - F. Lock Washers: Helical, spring2ype, carbon steel; ANSI;B 18.21.1. � G. Exoansion Anchors: �Anchor bolt_and.sleeve assemblies ofmate�ial indicated below with capa6ility'fo sustain, without, failure, a load egual to 6 'times the load imposed when , installed in unit masonry and equal to 4 times the load'imposed when installed in concrete as determined by testing per ASTM E 488 conducted by a qualified independent testing agency. ' ]: MateriaC Garbomsteel components zinc-plated to-comply with ASTM B 633, Class Fe/Zn�5'. ,: ,. .. 2:4 PATNT- ' A. SfioQ P•rimer for Ferrous N(etal: East-curing;, lead- and chromate-free; universal ' modified-alkytl primer complying with performance requirements of FS TT-P-664, ��q� METAL STAIRS 0551-0 - 5 ' ,. ' f Carme( Clay PubliaLibrary , Bid Package No. 1/9647 �Browning Day Mullins Dierdorf Inc � selected for good resistance to normal atmospheric corrosion, compatibiliry with finish , paint systems inilicated, and capability to provide a sound foundation for field-applied topcoats despite prolonged exposure. 2.5 GROUT: ' A. °Nonshrink. Nonmetallic G�out: Factory-packaged, nonstaining, noncorrosive, nongaseous ' grout complying with ASTM C 1107: Provide grout specifically, recommended by - manufacture[for interior and exterior applications. , B. Ptoducts: Subject to compliance with requirements, provide one of the following: 1: Nonshrink, NonmefalliaGroufs: . , a. Sure-grip High P.e�formance Grout; Dayton Superioe Co�p. ', b. Euco N-S Grout;:Euclid Chemical,Co. c. Crystex;L&M Construction Chemicals; Inc. , d. Sealtight 588 Grout; W,. R. Meadows, Inc. � e. Sonog�out 14, Sonneborn Building Products--ClierriRex, Inc. 2.6 CONCRETE FILL AND REINFORCING MATERIALS: ' A. Concrete Materials and Properties: Comply with requirements of Division 3 Section ' °Cast-in-Place Concrete° for normal-weight;, �eaHy-mixed conctete with a minimum 28-day compressive strength of Z,SOO psi (17 MPa), unless higher strengths indicated. ' 2.7 FABRICATION. GENERAI.: ' A. Form steel stairs from materials of size;:�thickness,,and shapes indicated, but not less than that needed to comply wit6,performance requirements indicated. Work to dimensions ' indicated or acceptad on shop drawings, using proven details of fabrication and support. B. FoPm exposed wo�k true to line and.level with accurate angles and surfaces and straight ' sha�p edges. ��97 METAL STAIRS 05510 - 6 , ' ' , ��t� , Carmel�Clay Eub,lic;Lib'rary � � Bid Package No: 1/9647 � �Browning Day Mullins D`terdorf Inc C. Shear,and punchmefals cleanly and accurately. � D. Remove sharp or rough areas on exposed surfaces. ' E. Ease ezposed edges to a radius of approximately 1/3,2 inch (1 mm), unless otherwise 'indicated. Form:bent-metal corners to smallest radius possible'without causing grain ' separation or othenvise imp,airing work. F. Weid corners and seams continuously to comply with the following: � .1. USe materials an8 methods that minimize distortion and develop strength and corrosion resistance of base metals. , 2. Obtain fusion witfiout undercut or overlap. � , 3. Remove welding,flux immediately. ' 4. At exposed connections, finish exposed welds:and surfaces smooth and biended so that no roughness sfiows after finishing, and`welded surface matches contours of � adjoining surfaces. , ! G. Form exposedconnections with fiairlinejoints, flush and smooth, using concealed fasteners whetever possible. Use°exposed fasteners of type indicated or, if not indicated, Philiips ' fl'at-head (countersunk) screws orbolts. Locate joints where least conspicuous. H. Shop Assembly: Preassemble.in shop to greatest exfent possible;to minimize field splicing , and assembly. Use connections that maintain structural value ofjoined pieces. Clearly mark unifs for field assembly and coordinated installation. ' I. Fabricatejoints,that will be exposed to weather in a manner to ezclude water, or provide �weep holes where watermay accumulate. � 2.8 STEEL-FRANfED STAIRS: � � A. General: Construct stairs-to conform to sizes and arrangements indicated. Join pieces togetfier- by welding; unless otheiwise indicated. Provide complete stair assemblies, ' includingi:mefal framing, hangers;columns, handrails, railing systems, newels, balusters, 7/97 , METAL STAIRS 05510 - 7 ' ' ,� Carmel Clay Public Library ,� Bid Package No. 1/9647 �Browning Day Mullins Dierdorf Inc �. struts, clips, brackets, bearing'Nlates, or other components necessary for'the support of stairs and platforms, and as required to anchor and contain the stai�s on the supporting '� structure. 1. NAAIVIM Stair Standard: Comply witfi "Recoinmended Uoluntary Minimum ' " Standards for Fixed Metal Stairs" inNAAMM "Ivletal Staii Manual".for class of stair designated, except where more stringent requirementsare indicated. , a. Commercial class, unless oiherwise indicated. B. Stai� Eramin¢: Fabricate stringers of structural steel channels, as:indicated. Provide 1 closures for exposed ends of stringers. Construct platforms of structu�al steel channel headers and miscellaneous framing ,members as indicated. Bolt or weld headers to ',_ stringers; and bolt orweld newels and framing inembers to stringers and headers. If using bohs, fabricate and join so bolts are not.exposed on finish surfaces. 1. Where masonry walls suppoct steel stairs, provide temporary supporting struts , designed for erecting steel stair components before installing masonry.. C. Metal Pan Risers; Subtreads; and Subplatforms: Shape metal pans for risers and subtreads ' to;conform to_configuration shown. Provide thicknesses of structural steel sheet for metal pans indicated, 6ut;not less,than that required, to support total design;loading. ! 1. Eorm metal pans of uncoated cold-rolled steel sheet, unless otherwise indicated. '. � 2. � Directly weld �isers and.subtreads to stringers; locate welds on sid_e of inet91 pans to be concealed byconcretP fill. �� 3. Shape metal pans to include nosing integral with riser. 4. Provide,subplatforms of configuration;and construction indicated; if not indicated, ' of same metal as risers and subtreads; in thicknesses required to support design loading. Attach subplatform fo platform framing membe�s with welds. �' 2.9 STEEL PIPE HANDRAILS AND RAILING SYSTEMS: ' A. General: Fabricate pipe handrails and railing systems to comply with requirements 7/97 METAL STAIRS 05510 - 8 � , 1 ' . , Garmel Clay Public_Library Bid Package,No. TL9647 ' ' �Browning Day Ivlullins Dierdorf Inc , indicated'�focdesign, dimensions, details, finish, and,member Sizes, includingwall thickness of pipe; post spacings;and anchorage, but not less than that required to support structural loads. � B. Interconnect railing,and;handrail members by butt-welding or welding with internal connectors, atfabricators option, unless otherwise indicated. ' 1. At-;tee and cross intersect�ons, cope ends of intersecting members to fit contour of pipe to�which�end�is joined;and weld all around. , '' C. Form changesinadirection of handrails and rails as follows: 1. As defailed, ,' D. Form simple and corrmpound curves by bending pipe m�igs to produceuniform curvature �' for each repetitive configuration required; maintam cylindrical, cross section of pipe th�oughout entire: bend without buckling, twisting;, cracking, or otherwise deforming ' exposed surfaces of pipe. . E. Provide wall returns at ends+of wall-mounted handrails, unless otherwise indicated. ' F. Close exposed ends of pipe;by welding 3/16-inch- (4:8-mm=) thick steel plate in place or witfi' prefabricated fittings; except where clearance of end of pipe and adjoining wall � surface is 1/4 inch (6 inm) or less. G. Brackets.`Flan�es: Eittings, and Anchors: Provide wall brackets, end closures, flanges, ' miscellaneous fittings, and anchors for interconnections of pipe and attachment of handrailsand railing systems to other work. Furnish insects and other anchorage devices for connecting fiandrails and railing systems to conciete or masonry work. � ;L Connect railing posts,to stair framing by direct welding unless otherwise indicated. n ,' H. `Fillers: P�ovide steel sheet:or plate fillers°ofthickness;and,size indicated or required to support structural loads of handrails where needed to fransfer wall bracket loads through wall�finishes to structural supports. Size fillers to'�suit,wall finish thicknesses. Size fillers � to produce adequate bearing.to prevent bracket rotation and overstressing of substrate. I. Fornongalvanized steel-handrails and railing systems, provide nongalvanized ferrous metal ' r� 7/97 ' METAL STAIRS 05510 - 9 � � � , ' Carmel Clay Public Library ' Bid Package No. 1L964'7 �Browning Day Mullins Dierdorf Inc ' fittings, brackets; fasteners, and,sleeves, except.galvanize anchors embedded in exterior , mason .ry and concrete construction. 2.10 FINISHES: , A. General:• Einish metal stairs after assembly. , 1., Comply with NAAMM "Metal Finishes Manual" for •recommendations on application and designations of finishes. ' B. Preparation for Shop Priming: Rrepare uncoated ferrous metal surfaces to comply with minimum requirements indicated below for S$PC surface preparaiion specifications and ' environmental exposure conditions ofinstalled units: 1. Interiors (SSPC Zone A'A�: SSPC SP�3"Power Tool Cleariing " ' C. Apply shop primer to uncoateil surfaces, except those to be embedded"in concrete, or ' inasonry, unless otherwise indicated. Comply with requirements of SSPC-PA 1 "Paint Application Specification IVo. 1'" for shop painting. 1. Stripe paint corners, crevices, bolts;welds, and sfiarp edges. ' , PART 3- EXECUTTON � . 3.1 PREPARATION: � A. Coordinate and furnish anchorages, setting dtawings, diagrams, templates, instructions; �, and directions For installing anchorages, including concrete inserts, weld plates, and ancfior bolts. Coordinate:deliyery ofsuch items to Eroject site. ' 32 INSTALLATION GENERAL: A. Fastenine to In-Place Construction: Proyide anchorage devices and fasteners where "� necessary for securing steel stairs to in=place construction; include threaded fasteners for 7/97 METAL STAIRS O55 t0 -��10 'I � ' � ' , Carmel Clay Public Li6rary Bid'Package No. 1✓9647 � �Browning Day Mullins DierdorfInc ' concrete and masonry inserts, through-boits, lag bolts; and other wnnectors as required. B. Cuttine. Fittin�, and Placement: Perform cutting, drilling, and fitting required for installing � steel' stai�s. Set units accurately in location, alignment, and elevation; with edges and �surfaces level, plumb, true, and free of rack; and measured from established lines and levels. ' C. Provide tempotary bracing or anchors in formwork for items that are to be built into masonry, or similar construction. '' D. Eit exposed'conneciions accurately together to form hairline joints. Weld connections that are not to be left,as exposed joints but cannot be shop=welded because of shipping size , ' limitations. Do not.weld, cut, :or abrade the surFaces of exterior units that have been _ hot-dip:galvanized afrer fabrication and are intended for bolted field connections. ' E. Field Weldine: Comply wifh the following requirements: 1 l. Use materials :and methods that minimize 8istortion and develop strength and corrosion resistance of6ase metals. , 2. Obtaimfusiomwithout unde�cut or overlap. 3. Remove welding flux immediately. � 4. Af exposed connections, finish exposed welds and:surfaces smooth and blended so that no roughness shows after finishing and welded surface matches contours of , adjoining surfaces. , 33 INSTALLING STEEL STAIRS WITH GROUTED`BASE:PLATES: A. Clean concrete and masonry bea�ing surfaces of bond-reducing materials and roughen to ' iinprove bond to Surfaces. Clean bottom surface ofibase plafes. B'. SetsfeeLsfairbase plates onwedges or other adjustable devices. After the stairs have been ' positioned.and'aligned, iighten the anchor bolts. Do not remove wedges or shims, but if protriiding, cut offflush with the edge ofthe bearing plate before packing with grout. ' ' 7/97 METt1L STAIRS OSS10 - 11 . � � . ' Carmel Clay Public Library t Bid.Package No. 1/9647 �Browning Day Mullins Dierdorf Inc � 1. Use nonmetallic, nonshrink grout,unless otherwise indicated. ' 2 Pack grout solidly befween bearing surfaces and plates.to ensure that no voids remain. � 3.4 INSTALLING STEEL PIPE RAILTNGS AND HANDRAILS: , . A. Adjust handrails and railing:systems prior to anchoring to ensure:matcfiing alignment at. abuttingjoints. Space posts at spacing indicatad:or, if not indicafed, as required'by design , loadings. _ Plumb posts in "each direction. Secure posts and ,railing ends to building, construction as follows: 1. Anchor posts to steel by welding directly to steel supporting members. 1 2. Anchor handrail ends into concrete and masonry with steel 'round flanges welded to rail endsand anchored into wall constn�ction with drilled-in expansion anchors. ' B. Secure handrails to wall with wall brackets and end fittings. Provide 'bracket wiYh ' 1-1/2-inch (38-mm) clearance from 'inside face of handrail and finished wall surface. Locatebrackets,as indicated or, if not indicated, at.spacing requited to support structural ' loads. Secure wall brackets;and wall retu�n fittings to building construction as follows: 1. For hollow masonry anchorage, use toggle bolts having square heads. ' 3.5 ADJUSTING AND CLEANING; , A. Toucfiup'Painting: ImrrSediately afrer erection, clean field wel8s, bolted connections, and abraded areas of shop paint, and';paint exposed areas with same material as used for shop ' painting to comply with SSPC-PA L requirements for touching up field-painted surfaces. 1. Apply by-brusfi or spray to provide a.minimum dry film thickness of2.0 mils (0.05 t mm). END�OF SECTION ' 7/97 METAL STAIRS OSSdO.- 12 ' 1 , _ _ t _ �1 ' 1 � 1 � ' � 1 1 1 �'��' 1 �- � . �,. `'G. ��,� , ' . C`��:. ��Q � „�r._ �� ;:�;� .};.;�.�, - Q t . � " S� ' a :� ! , .:= ' 1 ■.