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HomeMy WebLinkAboutContract 28431�'��� ����'����� _ ��7f�TA�G'� � ���� � � �PE�IFI��ITi��I� ��� COI��"I�J��T ���Ll�E��`S � � � �o� �A�itE �IR�1�E I��YC� 1N�RTH �Af�I��RY 5��1��2 ��R�� f�Al�! A�i�] L.I�1`STAil��1 ��I'f�I�i�11EP1� �DF EfV���I��REN� I�ROJ��� ��, ���� ��1+1f�R F��20.���T �+,1�. F��4���0`��4�01����� �� � ,� GARY W, JAC�S�1� �ITY Ni�fVA��I� hCEN�lET�I �P�F�R �fiAYOR R�B�RT D_ �O�D�, P_E_ �11 f� � �7�#� `�I�AhlSP�RT�TEDf� f��lD PIJB�IC 1+�Of�KS �_ D�U�LA� RA�E�Ak{�f�. P,E. 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A'� �+;���'r��: 10��(��D� Fra�; 02I25I2003 08;16 ,#�97 P.0021002 � �R`�`��l� �� �O�A�� ���� �u,��.�►�:W � �' �.C���� ��, �° �Qi�.�� �����IO�i�, � "�� e���o�, �c► H�+by �+' �at �3d ���r�ag �is �u1y ��z� �d'�i�i1t�,' �� i�e BSw� �f rh� �� o£ T�;, tFi&t �Il �� ��, ��� rr�x� r�re� � x�'��itt 4ts �xp�� ���e �ve b���, �g#d v�Jx�x �uw o�d t� x�� s�e� �e� � �eiti�r����i;, � �a � �a �� fa� t� �ei�� �g �t�. �e��� Q�' ia��e�� ox �� �i� di�s+�It�c�r�, v�tiiu��r �+s inv�►��.t�r�, ; � �R �� �vl�+ �1i��4 t� do t��sia� i�x i� �� v� ��c�s �d.'1� #� � s`��' i� 5��h �t�, t1x�.� � i� ��f�v,i�i4� �f t� �sl�l� o� i��a�a[�itv� or �ry�aR'� �' ��ui, ��aat�a� ll�i4�d. �� �*e� �t �h� �i�r� � p� rFa� �i�'t�.vn c�� a���ia� � �, �efrtw u�d � ti�e �.e �s �n +���i�r �g$ � p�n�risi��,9 � �id �3�� �� ��� �a& b���; t�� '�e ��a�' �� 'r�e X�p�' o�° Z� �gd� �ad u�xum� �� � � �£ t�� �x�GPir� �f ��id r�lp4l�t��y � b,jf in,�m..9�i3 ��s�� d�� D6��:6� �A �0�, � �3x�ba� o�' � �r,��a�� �pt�. �bi,� �1��� ���5��� �d � �� �� ��v� � be�a �lt�, �a�d� ��r�� �� ��r�e� �� w �+r � ��� �'� �� �'�: �� u �5[l�,:� '�� ��.�i�: �� i��C, i� �y €a�at��i€� �d e�.p���� f�y• ���4� ����+4a'��' � a���, ��taa� �'or, ��. � ��,�9 ' �a�.� �d ot�gr da���s v€ �yy �e �vr ��r,� �xy ��cr � a�c�s�r, e�r bi�i �t,a C��1C�P8 'b� �����13�� e�.51�y �� �� ��fl� Z� ���� � i�Yf �4 ��1lfE� _/�_ ���-1� '- _ . -,�=r� - - - /f j � ,��� ,,� - - E �_F -e. , - � i 3F _ �, _ - Y� � ��v�n„ �x�itt c�° �e �a�pv�e�,, �� ����y �i� �s�%��y �1�'�ii� �� ��,t�► ��� �,d qra 1" ��l S��z�.ry e�`ilaus �oapc�� �xd t�ia �i�tu� ��� App�t� � �� � � ��ui� ��. �.��: � a�°�e �, d�� a� ��+elr�b ee, ��. � , '�-- _ ., .�~�,° ���t��1�, ���td� _ ,�� _ �4��]�NDU14dl PlO. 9 io SP�CI�lCA�'IOi�S AND COf�i�Ci DOCUAdY�NYS I�OR �ify of Forrt 1�ildo�h, Castle Cipcle Lake 1dVorth Sanitary Sewe� �or�c� �ain and �,ift Siation Sewer PPojecfi N1o. P546�070460136fi60 D,O.E. Wo. 3443 �ids Receipfi Dafie: Thursday, P�ovembe� 2�, �00� Addendum Issue Dafie: Rlovember'l4, 2�a� �'o: Praspective B'rdder�s and �lan �1oldeYs This addendum forms a parf of the Contract Documents and modifies the original Specificafiibns and Drawings dated 2002, as r�oted befow, Acknowledge receipt of tF�is Addendum in the space provided in tha praposal. �'aiEure to acknowledge receipt of the Addendum shall subject Bidder to disqualificatio�. The plans anef cantract documen#s shal� be modified as follows: CONSTRIJCiIOFd COPliRACi DOGU1�A�fViS �S��CI�'ICAYIOfVS) iA��� QF CON�'�f�iS Secfion 7, Part E— Specifications, sub-section b. Special Speci�catians: Add Di�ision 01 — Gen�ral Requirements 01666 — TESTING P[PEI.INE SECTIDNS Division 'f 5— Mechanical, Add 5ection 15100 -- Valves and Appurken�nces �� PARi B - PROP�Sr4� ❑elete in its en'tirety and replace with the attached Addend�m �Io. 1 PART — B PROPOSAL. PARf �/�—�C��IY�OfVALSP�CIALCO1V�IfIOA�S ; , lnsert at the end oi section; TYPICA� GATE VALVE AND BOX, EXTENSI�N STEM DETAiL. PAFi'T E -- T�CHNICA� SP�CIIC�ilOR�S Force Main Testing: The force main shall be tested in two sectians: Sectian I(Sta. 0-�00 to Sta. 35-�Q5) and Sec�ion II (Sta. 52f36 to Sta. 99+53). Th� water fior testi�g shall be obtained �rom near by fire hyc�rants and paid for at t�e Contractar's expense. The hydrostatic leakage test shall be i� accordance with Speci�ication ADDENDUM NO. 1 SECTION 01666 TESTING OF PIPELINES. Sectian Q1666 — ADDENDUM NO. 1 TESTING P1PEE.INE SECTIONS� Inse�t the attached specification. Section 11396 — SUBMERSIBLE SEWAGE PUMPS Part 3, Section 3.4, letter B. DESIGN PARAMETER TABLE 11316-1, Description No. 2) a. Point 1: Change 70Q to 74� and 176 fo 180. Section 15100 — ADDENDUM NO. 1 VALVE AND APPURTENANCES: Section 16040 — E�ECTRICAI. GENERAL PROVI510N5: Part 1, Sec#�on 1.06, Add Paragrapi� C as follows: Insert the attached specificat�on. The Contractor shall caordinate with the Electric Utility and shall pay the Electric Utility to construct electric service to the siie. The Electric Utilify shafl be sub-cantracted to pro�ide all maferials and fabor including the last utility pole and transformer equipment far connection an the law volta�e side (480 volt, thr�e-phase) by the Contractor. An allowance amount as si�own in the Bid Documents shall be appliec� by th� Contracfor fio pay the Electric Uiility to provide the power service ta the site. ADD�NDUM NO. 'k NOV�MB�R 2q02 020330 ADD N0.1 -1 Sectian 15230 — STANDBY GENERATOR SET. Part 1, Section 1.03. Add Paragraph A.7 as follows: The Cantractor shall s�bmit calculations to verify generator sizing is correct. Part 1, Section �.03. Add Paragraph A.8 as follows: The Contractar snall submit a list of the testing instruments and strip chart '"� recorders proposed to be used to �erify the engine generator meets the requirements of Paragraph 3.D4. Submit wiring diagrams showing the fiesting setup that wi�l be used to i�strument anci record the testing procedure. Part 2, S�ction 2.02. Replace Pa�agraph B with the following: Power: Siandby, minimum siae shall be as shawn on the Dra�+rings at 0.8 pf, based on site elevation of 55� feet and an ambient temperatures up to �0 degrees C. The Engine-g�nerator shall meet the performance criteria specified, and the final size o# the unit shall be adjusted upward as required to meet the criteria. If the Can#ractor provides a larger engine-generator unit to meei th� performance specifications, tt�en all increases in labor and materials to provide that unit shaif be included in the Coniract Price. Contractor shall submit calc�lations to verify generator sizing is correct. Part 2, 5ection 2.02. Replace Paragraph C with the following: Load Pick Up: The dieseE e�gine-generator set shall be capable of picking up the loads in the steps shown, with starting and running �oltage dips nat exceeding 15% and frequency �ariatian not more than +1- 5%. The engin� generator set shail he tested with th� resufts recorded to verify the criteria has been met. Step '�. Panel LA {15 kVA) and First p►amp: 88-Hp across the line. Step 2. Second pump: 88-Hp across the line. Part 3, Section 3.04. Replace Paragraph C with the 'fallowing: After the fin+o hour test has �een completed, adclitional testing shall �ae perFarmed to demanstrate the emergency power sup�ly syst�m's ab�lity to meet the automatic starting, laac� transfer and motor starting requirem�nts as specified under Paragraph 2.02. TY�e Coniractor si�all prav�de the required instrumentation and st�ip chart iype records to dacument the installed engine generator set meets the specificatio�s. ETEM 14. Ap�endix A— Easemer�ts: D��ete the unsignad eas�ments and replace the at#ached sigrsed easement. COP15�'RUC�IOi� COR�TRACT DOCURtf�P�i� (�lansi. Plan sheet 7 af �5: The fiowable filf note for the Section 1 detai[ states, #hat the 6ac[cfill material above the base o� the �alve vault can, at the aption af the contractor, be select fill. The maferial used to backfill below the base of the valve vault shall be flowable fill. The filowable fill used under the Wetwefl and Val�e Vault structures shall be subsidiary to the lump sum bid item in wi�ich i# pertains. The flowable fil! along the force main sha11 be paid per bid item No. 12 Flnwable Fill. ADDENDUM NO. 1 NOVEMBER 2002 QZQ330 ADD �J0.1 - 2 Plan SheEt 7 of 35. Sectional Plan: install one (1) 1�-inch gate ��Ive on the 10-inch force main 5 feet fram the outside af the valve �ault. Refier to City of Fart Worth �ig�re 3- TYPICAL GATE VALVE AND BOX, EXTENSION STEM DETAIL. Plan 5heet 26 of 35: Add the attached GROUNDWATER DEWATERiNG APRON detail. Plan Sheet E2 af 35: Add a 2-inch em�ty c�nduit running across the road by t�e entry gate to bring power and contral to a gate operator on the opposite sitie ofi th� road as required. The empty 2# conduit starts at the termination of Circuit 212 and crosses the road. Stub up and caP both ends. Plan She�t �2 of 35; Change note 2 to read as fallows: Contrac#ar shafl in stall (1) — 2" C to the meter pole for serwic� and shall coordinate a1l wark with the Telephone Campany. Plan Sheet E3 of 35: �n the Mator Control Center MCC-A One Line Diagram: Delete LSL-101 and LSM-101. Rename L5H-1�9 to LSHH-�01. Change tE�e .conducfors from TC-3 to 2#1 �, # 14G, �/4" C. Change the main circuii breaker callout to read 840A�1600AT. Change 212 to a 2-inch empty conduif. Plan Sheet E4 of 35: This shee# is reissued with changes marked by clouds. Plan 5he�t E5 of 35: This sheet is r�issued with change5 marked by clauds. Plan 5heet E6 of 35: This sheet is reisstaed with changes marked by clouds. PEan Shee# ET �# 35: Detai! G is reissued. Plan Sheet E7 of 3�: Detail H is reissued. Plan Sheet E7 of 35: Detail J is reissued. Plan Sh��t 12 of 35: Loop 100 is reissued. P�an 12 of 35: Reissue Loop 101. Plan Sheet !2 of 35: �oop 102 & 103 is reissued. Plan Sheat 12 of 35: Loap 104 is reissued. PEan Sheet 13 of 3�; New Loop 106 is issued. ��� o� �,���ra�u� All items in conflict with ti�is addendum are hereby deleted. 4 ��v��aalpya� � %cP� � �� � ���.;9�;�0� . :� :' :�9�. :., i,� � � R08ERT P. PA�ESCHIC ��o , :................. �.........»....� ' �':, 78706 4 : r�� �� ��' ��C iik: f`��� lSY� � � $�b�s�� fV�At � ������ I � - � s- o�. Tb1S A�D�hIC�URd� !S RdY�1�� PAR�' �� ib� COfVi�-'►Ci �OCUM�N�S AfV� SHA�� �� ACI�iV01aVL�GED i� Old THE PROPOSAL AIV� �'H� �I� �R;!l���P�. A signed copy ofi this adciendum No. 1 should be included in the sealed bid �n�elope at the time of bid submitial. �'ailur� fo ac�nowledge fihe receipfi of � fihis addendum could cause fhe subjeci bidde� fio b� "non-responsive", resul�ing in disquaiification. ADDENDUM ND. 1 NOVEMBER 2002 Q2Q330 ADD N0.1 - 3 �,�����u� �o. � SECTION 15100 VALV�S AND APPURTENANCES I i-J �- , , � „ �, PART1 GENERAL 1.01 SC�PE OF WORK Furnish all labor, materiais, equipment, and incidentals requirec! to completely instail ar�d put into operation, all valves ar�d appurtenances as specifi�d h�rein and as s�ow� on the drawings. 1.02 RELATED WORK Related work from "General Contract Documents and Specifications for the F4rt Worth Water Depa�tment", dated January 1978, shafl include: A. E1-9 9, "Air Release Valves and Fittings" B. E2-'{ 1, "Air Release Valve Installation" 1..03 EQUIPMENT A. Gate Valves B. Accessories C. Cusnianed Check Val�es D. Eccentric Plug Valves E.. Gambination Sewage AirNacuum Valves F. Pressure Gauge G. Surge Relief Valve H. Mechanica� Couplings 1.04 �� �� 1A5 i� QUALIFIGATIONS All of the types of vaives and appurtenances shall be products of well-established firms who are fully experienced, reputable, and qualified in th� manufact�re of the particular equipment to be furnished. The equipment shalf be designed, constructed and instalEed in acca�cfance with #he best prac#ices and methods and shall comply wi#h ihese s�ecifications as appiicable. Manufactura and product s�all be on City of Fort Worth pre-appra�ed products list. SUBMITTALS A. The Contractor shall furnisF� Manufacturer's shap drawings clearly showing material sizes, types, styles, parts, catalog numbers, and camplete details, including, but rtat limited to, location, l�ngths, and cortnec#ion details. ADDENDUM I�O. 1 NOVEMBER 2002 D2�330 ADD N0.1 - 4 B. The Cor�tractar shal[ submit the Manufacturer's published iiterature, ir�cluding technical bulletins, hrocF�ures, and operating and maintenance instructians. 'i.06 PRO�UCT DELIVERYAND STORAGE A. Delivery of Materials: Manufactured materiaCs shall be deli�ered in original, unbroken pallets, packages, cantainers, or bundles bearing the label of the manufacturer. B. 5torage of Materials: All materia[s sha�{ be carefu�fy handied to prevent abrasion, cracking, deformations, or ather damage. 1.07 WARRANTY Manufacturer shafl guarantee against defects in material or workmanship far a periad of ane (2) years ftom the data �f substantial completion and acceptance testing. PART 2 PRODUCTS 2.d9 GEN�RAL A. Obtain al{ valves, e��r�sions and associated manual operators from a singfe manufacturer B. AII �alves and appurter�ances shall be the size shown on the drawings. C: All valves and appurtenances shall ha�� the name of the manufacturer, flow directian arrows, and working pressure for which they are designed cast in raised letters upon some appropriate part of the body. D. All buried �ai�es shall open left (counter-clackwise) and close righ# (cjocicwise} E. Al{ intemal materials for �alves shal! wi#hstand corrasion. 2.02 GATE VALVES A. AW1NA C509 Resilient Seai Gate Valves: 1. LJsed for a1! gate vaf�es unless otherwise shown. 2. Install in vertical pasition only. 3. Non-shoc�C working pressure: 2�0 psig through 12 inches 4. Val�e L�ady; Cast iror� with full round port opening and integrally cast guides; smooth val�e bottom with no r�cessed areas, bannef cover. 5. Gate: Rubher sea� mechanically retained betwee� two epoxy coated cast iron gate hal�es with 316 stainless steel fasteners. 6. Stem: 316 staiNess steel, independent of bronze stem nut. 7. Stem seais: Doubl� O-ring, Buna-N protected by grit and dust cap. 8. Stem nut: Brass or bronze. 9. Nylon bushing and Teflon washer for friction protection. 10. lnterior coating: 2-part epoxy coating or approved equal. 11. Acceptable Manufacturers: Mueller, M&H Seguro or approved equal, � 2.03 ACCESSORIES 1. Floor boxes shall ha�e cast iron bodies and bronze bushings. I � ADDE�I�UM NO, 1 � NOVEMBER 20Q2 020330 � ADD NO.'� - 5 2. Valve boxes for buried service: a. Three piece scr�w type 5-9/2 inch diameter, cast iron construction. b. Concrete pad 2'-�" diameter x 6" thick around �alve box at graund surFace. c. Other features as shown on drawings. 3. S#em guides ta �e made of cas� iran with bronze bushings and to have ad�ustable offset. 4. AI! compnnents of shaft extensions sha�! be 316 stainless steel including nut shaft, shaft housing and guides. Minimum shaft diarrreter shall be 1" or diametar of valve shaft, whichever is larger. All components shail ha�e eantinuous welded joi�ts. Provide stem guid�s or rack shi�lds a# 5'. intenrals 2.04 CUSHIONED CHECK VALVES A. The Gontractor shall furnish and instalf twa (2) S-�ncn diameter, Mueller, Clow or approved equal, cushioned check �alves. B. Cneck valve body shall be cast iron per ASTM A� 26, GR.B having a c�ntrifugally cas# aluminum, bronze or sfaiNess steel body seat. C. Nuts, balts, and studs shall be Type 316 stainles� steel. D. The shaft sha[I be ane-piece stainless st�el 17-.4PH. The seat ring s�alE be resilient Buna-N and shall be easily replaced in the �e�d. 2.05 ECGENTRIC PLUG VALVES A. The Contractar shall fumish and install two (2) 8-inch diameter �L x FL eccentric piug valves • wi�h rnanual actuato�s. AcceptaL��e manufacturers shakl 6e DeZurik, Clow, Val-Maiic, or approved equai. Plug val�es shall be'/a turn, eccentric, serviceable under full line pressure, a�d capabi� of sealing in both dire�tions under rated pressure. Plug �alves shall ha�e a minimum park area of 80% of the nominal pipe size. B. Valve bady shall be cast iron with added �icicei and ehromium, ASTM A126, Class B, 175 psi wor�Cing pressu�-e rating. Plug shall be of ane-piece construction and made of ASTM a126 Class B cast iron with resilient seatfacing perANSIIAWWA C5�4. Flanges shall be drilled ANSI Class 125. Seals shall eonform ta ANSIIAVWVA C504. Valves shail have permanently lubricated Type 3�6 stainless steel radial shaft bearing on th� upper and lawer plug stem journal. All exposed nuts, laalts, springs, and washers shall be zine plated or stainless st��l. C. The val�e seating design shall be resilient and of the cantinuaus interFace type having consistent o��ninglclosing torqu�s, and shall be nan jamming in the ciosed pasition. Valves shalf be of the balted bonnet design. The resilient seat faced plug sf�all be replaceable without removing the valve body from the line. The valve body seating area shall be corrosive resistant by a welded- in over�ay of high nickel cont�nt. Sprayed or plated seating surfaces will r�ot be accessible. Bearings s�ail be replaceable. Valves shalf be designed such that th�y can be repacked without remaving the bannet. D. Furnish manual hand-wheel actuatars with totally enclosed ar�d sea�ed worm gear actuator with position indicator and extemally adjustable apen and c4os�d stops. Warm gear shala be ASTM A536 grade ductil� iron wit� precision bore and l�eyway for connection ta the �alve si�aft. Bronze radia[ �earings shall be provided for the s�gment gear and worm shaft. Gear actuators shall be design�d to withstand, without damage, a rim pull of 200 Ib on the hand wheei, 2.06 COMBINAT�QN AIRNACUUM VALVES A. Provide cambination air/vacuum vaE�es as shown in drawings. ADDENDUM NO. 'I NOVEMBER 2002 020330 ADD N0.9 - 6 B. Cambinatian �alve to be 2-inch diameter comt�inafion air �al�e by as manufactured by Cla-Val, Apco, Crispin, or approved equal. Furnish tuva 2-inch combination airlvacuum valv�s to l�e located in �al�� vault. • G. Fit valve with quick connect cauplings, shut-off valves, unions, and check valves to allow �or norma) venting into wetwell and to allow for periodic back-flushing. D. Valve shall be capable af withstanding maximum surg� pr�ssure (900 psi) withaut failure. Working pressure for this application is 900 psi. �. The inlet and aut�et af the valve shall have t�e same cross-sectional area. The filoat shafl be guided by a stainless sieel guide shaft and s�at drip-tight against a synthetic rubber seai. F. The body and cover sha�{ be canc�ntrically located and made of cas# iron. The val�e's intemal parts shall be made of stainless steel. 2.07 PRESSURE GAUGES Pressure gauges sha�l be 2-inch diameter, stainless sieel, with'/4-inch NPT brass bottom connection with snubber, glycerin filled, Q to 5� psi rating, mounted as shown orr drawings. Pressure gauges shall be Ashc�oft or ap�ro�ed equal. 2.�8 SURGE RELIEF VALVE Contractar shall furnish and install one (1) 4-inch surge relief �al�e as manufactured hy Golden- Anderson or appro�ed equal. The surge reiief val�e shall open a# 100 psi, I p� 2.09 MECHANICAL COUPLINGS A. Flanged Coupling Adaptars: Clow, Smith-Blair, JCM, ar appro�ed equal. B. Salid S1e��e Couplings: Clow F-2533, 5mith Blair 441, JCM 210, or approved equal. C. Transitian Slee�e Couplings: JCM 212, Smith Blair 441, Clow, or appra�ed equal, PART 3 - EXECUTEON L����►L���1�� • �I A. All va��es and appurtenances shali be installed in the locations shown, true to alignmant and rigidly supported. Any damage to the above items shall be repaired to the satisfaction of th� Engineer prior to instaflation. B. After installation, aEl val�es and appurtenances shall be tes#ed at the same duration and p�essUre as the p9ping system they are in. If any jaint prowes to be defective, it shall be repairec� to the satisfaction of the Engineer. C. lnstall all brackets, extension rods, guides, and �arious types o�F operation and appurtenances as shown on fihe drawings. Before setting items, Contractar shaU check all plans and figures which ��� ha�e a direct bearing on tt�e+r location and he shal! be responsible for the proper kocatian of ' these valves and appurtenances during the canstructian of the structures. ADD�NDUM ND. 1 NOVEMBER 2002 020330 ADD N0.1 - 7 i D. All materials shall be carefully 9nspected for tlefects in workmansl�ip and materials, all debris and fareign material cleaned out o# ual�e openings, e#c; al! operating mecY�anisms operated to check their proper functioning, ancf all nUts an bolts check�d far tightness. Valves ar�d ather equipment whici� do nat operafe easily, or are otherwise defective, shall be repaired or replaced a# no additional �ost to the �wner. � E. Buried mechanical join#s shatl be made with eadmium plated ba�ts. All exposed bolts and nuts� shall be cadmium plated. � - � F. Buried �alves and valve boxes shall be set with ii�e stem vertically aligned in the ce�ter of the • gate box. The �alve bax shall be supported during ihe bacic#illing and maintain vertical alignmer�t with finish grade. G. Instal[ation shall be in accordance with the plans, appra�ed shap drawings and the � ` . manufacture�'s instructions. - H. lnstafl valves and valve opera#ors ta provide for ease of access and operatian. I. Install buried valves by carefully lowering into pasition in such a manner to prevent damage to � any part of tF�e valves. The val�e shall be placed in proper p�sitior� and sf�all be securely held . uniil all connections have been made. All buri�c� pipe and appurtenances shall be wrapped in pa{yethylene encasement in accflrdance witt�� AWWA C1 �5. 3.D2 PAYMENT � J A. All valves on this project snall be p�id as part of the lump sum price base bid, and shall include � the labor and materials requirecf to install resifient seat gate ualves, cushianed check valves, plug va[ves, ball val�es, combir�atian airlvaeuum valves, and the p�essure gauges. END OF SECTION �i J. All buried �al�es 8 inches and larger shaEl rest on a cancrete pad. Pad shall extend far the full � width of the tre�ch ar�d from back-ta-back of hub (or flange). Cace shal� be taken ta not interfere witi� the jointing. Goncr�t� shall be Class B. ADDEN�UM NO. 1 NOVEMB�R 2002 ADD IVO.'f - 8 02�330 �� ADDEN�UI�Y f�0. '9 �ar� � � �R0�05AL (This Peoposal musfi nafi be remo�ed f�om �his book of Cont�act �oc�menfs) - FOR: CASTLE CIRCL� LAKE WORTH SAN[TARY SEWER FORCE MAIN AND LfFT STATI4N ; 1 DEF'ARTMENT OF ENGINEERING PROJECT NO. 3443 SEWER PRQJECT N0. PS46-07Q460136660 ITEIVi I� 4UAf�iIT1( �� DE�� CIESIIl4lRITT�N IPl W4RDS'� � PRICE � '��iB U�NT BASE BID 1 LS, Two Submersible Non-clog wastewater pumps, including motors, pawer cables, and guide rails �ollars & TO: Mr. Gary W. .�acicson City Manager City of ��rt WoriF�, Texas Inc�udes the furnishing of all materials (�xeept as specified to be fumished by the City), equ�pmenf and labar for ihe installation of sanitary sewe� [i�t statian ancf force main, all necessary appurtenances and incidental work to provide a complete and serviceable project, Pursuant to the foregoing "Notice to Bidders," the undersigned �idder, having thoraughly examined the contract clocuments, including pla�s, special contract documents, and the General Gantract Documenis and G�neral Specifications for l+'Vater Deparkment P�ojects, the site af the project a�d understanding the amaunt of wark to 6e done, and the prevailing conditions, hereby proposes ta do all the work, furnish all lahar, equipment and material necessary to fully complete the inspeetion and approval af the Director of the City Water Departme�t of the City of Fort Wcarth, Texas; and binds himself upon acceptance of this proposa� ta execute a contract ar�d furnish an approved Performance Bond, Payment Bond, �Maintenance Bond, and such other bonds, if any, as may be required by the Cantract Docume�ts for the performing and completing of the said work. Contractor praposes #o do the work within the time stated ar�d for the follaw�ng sums: (Furnish and ins#all, incfuding afl appurtenar�twork, complete in place, the follawing items): Fort Worth, T�xas Octa6er 2002 Cents per LS. $ � .� AOD�NptJM No. 1 iVOVEMB�R 2Q02 ADD N�.1 - 9 $ bY_���k��] � P�►Y AP�R�XIMAT� D�SCRIPTION O� 17�MS WITH BID ITEI� QUANTIiY PRIC�S WRITTEN 1N 1dVORDS 2. � L5. Wet Well, including 1 p' Diameter RCP Vau�t, piping, fittings, foundatiort, access hatch and vent pipe 3. 4 5. � 7. LJNI�' �RICE Dollars & . Cents per l..S. $ 38 � V.F. � ""Wet We�! and Discharge Box lnterior - Protective Coating as per Additional Special Conditior�s Do[lars & Cents per V.F, $ 1 L.S. Val�e Vault, including concrete �ault, piping, fittings, drain pipe, �ent pip�, val�es, gages, and access hatches Dollars & Cents per �.5. $ 1 EA. Standard 4' �iameter Manhoie (up to 6' deep) Doilars & Cents per EA. $ 17 L.F. Additional depth for Standard 4' Diameter Manhale (depth above 6') Dollars & Cents per L.F 1 EA. Vacuum Test Sanitary Sewer Manhole * Indicate Protective Coating at �nd of Proposal ADDEN[]lJM N4. 1 NOV�MBER 2002 Doliars & Ce�ts per �A $ A1VfOUN�' �ED $ $ � � u $ 020330 ADD N0.1 - '10 iJ �r :f ' �. --� .r. -- --- - .,--_ — -- - PAY APPROXINfATE D�5CR1PilON �F li�iill5 WiTH BI� UNI7 AiVpDUfV7' li'�iV� QUANTI'I"Y PRfC�S 1�dRlTTEN II31i�lORDS PRICE B�� S. . 1 L5 Pre-cast 5'X5' Discharge Box (Sta. 99��3) Dollars & Cents per LS. $ $ 9. 35 L.F. 8" Diameter PVC SDR 35 Gravity Sanitary Sewer � Dolkars & Cents per L.F. $ $ 10. 5070 L.F. 'i0" ❑iameter PVC C940 DR 14 Force Main Pipe 11 12 13 ADDENDUM NO. 1 NDVEMBER 2042 Dollars & Cents per L.F. $ 3 EA. 2" Combination Air and Vacuum rralves and vaults, al�ng the farce mai� Dollars & . Cents per �A. $ 75 C.Y. Flowable Fill, ior the force main, as per Specification 02200 - Earthwork ❑ollars & Cents per C.Y, 8070 L.F. Trench 5afety, as per 5pecia[ Conditions Dollars � Cents per L.F. $ $ $ $ $ 02a330 ADD N0.1 -11 �� L��� � v,sv�n�� � i� � � r r��v�.� •rn� �� a,.n u� YV VRLJ- � rn�L.� � ��u ---� 14. 152 f..F. 24" ❑iameter Steel Casing Ripe (318" � minimum wafl thickness) by 8ore under Silver Creek Road, as per Seciion E2- ' Construction Specifications E2-15 �' E 15 �� 'I6. �f 'I7. �� � 18. 1L �� i� 19 Dallars & Cents per L.�. $ 152 L.F. 10" PVC C900 ❑R 14 Force Main, by Other than Open Cut, under Silver Creek Road Do[lars & Cents per L.F. $ 1 L.S. Electrical Controls and Instrumen#ation Dollars & Cents per L.S. $ 1 L.S. 200 KVW Generator, Including F�el Tank Dollars & Cents per L.S. $ 1 L.S. Odor Controi Unit, as per Specification 11316 Dollars & Cents per L.S. $ 9 L.S. Wash Down Station $ $ � $ $ Dollars & Cents per L.S $ ADD�N�UM IVO, 1 NDVEMBER 2002 $ 020330 ADD N0.1 - 12 � �i �AY APPROXIMATE DESCRIPTIOP! OF ITENiS V4fITH BID UP117 AIUYOUNT Ii�M QUAIVTITY pRIC�S 1,i�YR17iEN iN Id1dORD5 PRICE �ID 2b. 400 L.F. Intruder resistant Chain Link Fence with privacy slat, as specified 21 22 � u i; � f '� 23. .� ,. �I . . 24. ;� � Do�lars & Cents per L.F. $ 1 L.S. Site Work, induding grading, pa�ing, gra�e[ #ill, and �oflards Da[Rars & Cents per L.S. $ 20 L.F. Asphalk Pavement Repair per Figure 4, along Hervn Dri�� Dollars & Cents per L. F. $ 85 L.F. 2" Diari�eter Copper Water 5ervice line Dollars & Cents per L.F. � 1 L.S. 2" Water Service Tap, Including C�rb S#op With Lock Wings, Meter Bax, Tapping 5addle, Connecting to Existing Main, and Corparation Stop ❑oElars & Cents per L.S. :� 25. 91,005 S.Y. Hydrornulch Seeding :I ''I ADDENDUM NO. 1 NOVEMBER 2002 I �ollars & Cents per S.Y $ ADD ND.1 -13 $ $ $ � E� $ 020330 PAY APPROXIIViAT� DESCRIPTION OF IiE[i�5 WITM BlD 11NIT WMOUN7 1Y'�flfl i�UANTfTY �RICES 1dilIRITYEN IN WORDS PR�CE BiD 26. 27 1 �.S. Electrical ��uipment and Generator CMU Building complete in �lace Dollars & Cents per L.S. $ 1 L.S, A{{o+�ance for electrical service Co be delivered to the lift station site, including the eost for the po�e mounted transforrner, Contractor shall coordinate eiectrical servic� with Janis Castle, with ONCOR, (897) 215-4702, One. hundred tho�sand zero ADDENDUM N�. 1 NOVEMB�R 2D02 Dollars & Cen#s per LS. $10�,a00 �OiAL � ADq 1�0.1 -'i4 $ ��ao,�ao �_ 020330 �IiY A���OV�D �'RODUCiS *CONTRACTOR SHALL USE PIPE MATERIAL A5 SPEClFIED IN BID PROPOSAL. 5tandard Spec Na. Size E1-24 PVC C 90D DR 14 . 10-1NC�1 (Force Main} E1-25 PVC SDR 35 8-�NCH (Gravity 5ewer) �9-7 DUCTILE IRON- 4-INCH THROUGH 10-INCH {Wetwell and Valve 1/ault piping) Check Protective Goatir�g to be used fpr Wetweil and Discharge Box: ' � Ra�en 405 — Two Part �poxy Resin System ' SprayWall —,Rigid Polyurethane 5ystem Consult with "Ci'ty of Fnrt Worth, Texas Standard Praduct List" to obtain the GenericlTrade Name and the Manufacturer for the pipes listed above. Failure ta provide the information required abo�e may resulk in rejection of bid as non-responsive. Or�iy products or methods listed abnve wiil be allowed for use in this proj�ct. Any substitution shall result in rejectian of bid as nan-responsive. � f, ADDENDUM NO. � NOVEMBER 2002 020330 , ADD N0.1 -'[5 SECT[ON 5 - PRO�'OSAL (can�_) Witnin ten (10) days after natificatian by the City, the urtdersigned wiH execute the farmal contract and will deliver an approved Surety Band and such other bands as required �y the Gontract Documents, for the faithfuf per#ormance of the Contract. The attached bid security in ihe amount af 5% is to become the prnperty of the City of �ort Worth, Texas, in the event the cantract and bond or bands are not execuied and delivered within the time above set farth, as liquidated damages far delay and additional work caused the�eby. The undersig�ed bidder certifies that he has been �urnish�d a� least one set of fhe General Caniract Docume�ts and Gen�ral Specifications for Wa#er Department Pro�ects dated January 1, 1978, and that he F�as read and thoroughly understands all the requirements and conditions of those General Documents and these specific Cflhtract Documents and appurtenant p�ans. The ur�dersigned assures that its employees and applicants for emp[oym�nt and those of any labor flrganization, sul�contractors or employment agency in either furnishing or referring emplayee applicants to the undersigr�ed are not discriminated against as Qrohibited by the terms of City Ordinance No. 7278 as amended � by City Ordinance No. 74�0. The Bidder agrees to begin construction within ten 90 caEendar days after issue of the work order, and to camplete the contract within OI�� bUPIDR�� �IGWiY ( 184 ) calendar days aft�r begin�Eng construction as set farth in the written work order to be furnished by fhe Owner. �Complete A or B below, as applicable:) [ j . A. The principal place of business o# aur company is in the 5tat� of [] Nonresident b�dders in the State of , our principal place of business are requirec! to be � percent fower than resident bidders by state law. A copy of the statute is attached. [] Nonresident bidders in the State of , our principal piace of busin�ss, are not required to underbid resident bidders. j] B. The principal place of business of our company or our parent company or majority owner is in the 5tate of Texas. Receipt is acknawledged of the faflowing addenda: ' �� Addendum No. 1 ' l Addendum No. 2 ` Addendum No. 3 Respectfully suf�mitted, (SEAL) I# Bidder is Corp�ration. �Y: TITLE: AdDRESS: CASTLE CIRCLE LAKE WORTH SANITARY SEWER FORCE MAIN AND LIFT STATION iOYA� �lD � October 2002 B- Summary 02033Q ADDENDUM NO. 1 SECTION 01666 TESTING OF PIPELINES PART 1 GENERAL 1.a1 SCOPE OF WORK A. Furnish all labor, ma#�rials, toals, equipm�nt and related items required ta pertorm i�filtrationle�ltration and low pressure air testing and deflectian testing a# gravity pipelines and io perform pressure and ieakage testing of pressure pipelines. 1.02 REFERENCE STANDARDS A. American Society for Testing Materials (ASTM) 1. ASTM C�828 - Low Pressure Air Test of Vitrified Clay Pi}�e Lines 2. ASTM C-924 - Testing Car�crete Pipe Sewer Lines by Low Pressure Air Test Method � 3. ASTM Cw969 - Infiltratian and Exfiltration Acce�tance Testing of InstalEed Precast Co�crete Sewer Lines 4. ASTM C-11 �3 - Jaint Acceptance Testing af lnstalled Precast C�ncrete Pipe Sewers 5. ASTM F-�417 - Installation Acceptance af Plastic Gra�ity Sewer Lines lJsing Low Pressure Air PART 2 PRODUCTS 2.01 TEST FLUIDS A. Hydrostatic Test - Water shouEd be used as the test fluid whenever possible. !n ihase syste�ns where water cannot be used the test fluid may be either the one to be used in the system ar the ane agreed upon by the Engineer and the Contractor. B. Pneumatic T�st - Gompressed air sF�all �armally be used. Other gases may be used �� wher� specified ar directed by the �ngineer. Test pressures snall be 120 percent of the i�� anticipated maximum operating pressure, but not exceeciir�g 100 psig, and not less than 5 psig at the highest point in the system, unEess oiherwise appraved by the �ngineer. � C. Gra�iiy �xfiftratian Test - Wat�r should be used as the test fluid whene�er possible. In �� those sysiems where water cannot be used the test fluid may be either the one to be , used in the system ar th� one agreed upon by the Engineer and #he Contractor. 2.D2 TEST EQUIPMENT A. Hydrostatic Test 1. Water of sufficien# capacity shall be provided to deli�er th� req�ired test pressure. I ' 1 ADDENDUM NO. 9 Page 17 020330 , NOVEMBER 2002 2. Valves shall be �ro�id�d on the suction and discharge sids of the pump. 3. Heater shall be p�o�ided to allow heating a# the tes# fluid when eleva#ed temperatures are required for test. 4. Hydraulic force pump, appro�ed by the Engineer, shall be provided. Suitable hose anci suction pipe reguired. Strainer shall be provicied on suction side of pump. 5. Reli�f Valve - Se# at a pressur� to relieve at 20 to 25 percent abo�e the required test pressure. :� 6. Pressure Gage(s) - Capable of reaching 5fl percent over the test pressure. These should be located at the pump discharge and any othrer p�ac� deemed convenient .; by the Contractar and appro�ed by the Engineer. i. Pressure gages and relEef valves shall be chec�ed for accuracy ar�d calibrated i'F necessary before use in test procedures. B. Pneumatic Tesi 1. Con#ractor shall provide a campressor capable of #he required test pressure. 2. Valv�es shall be pro�ided on the cfischarge side of t�e compressar. r ' 3. Relief valve shall be provided to relieve a# 10 ta 15 percent a�er the test pressure. .I , 4. Pressure gage(s) capable of reaching 5Q percent over t1�e tes# pressure shall �e provided. A gage shai[ be iocated on the compressor discharge and other location as req�ired. C. Gra�ity �xfiltration Test 1 1. Water of suffictent capacity ta perform 24hr test. PART 3 EXECUTION 3,01 GENERAL A. The entire length vf the instal�ed gravity lines and the pressure lines shall be field tastec# for water iightness. B. Hydrastatic pressure and leakage tests shall be made on all pressure pipelines carrying wastewater or water. C. All labor and equipment, including test pump w'tth regulated by-pass meters and gauges � raquired for conducting pipeline tests, shall b� furnished by t�e Coniractor. The , Cantractor shall furnish equipment and necessary piping as required to transport water used in testing from source to test locatian, ADDENDUM NO. i Page 18 020330 . NQVEMBER 2002 D. Time and sequence of testing shaH be scheduled by the Contractor, subject to observatian and approval by the Owner. The Contractor shal[ proWide adequate labor, tools ar�d equipment to o�erate valves and io locate and re�air any leaks discovered durir�g the initiaf filling of the pipeline pnar to actual testing or during the course of the tests. 3.02 TEST PROCEDURES F�R GRAV{TY PIPELINES A, All gra�ity flQw duciila iron pipe, cancrete pressure pipe, PVC pipe, fiherglass reinfarced }aolymer p9pe, and reinforced concrete sewer pipe shalE be instai{ed and bacicflled ancf then tested using either Infltration or E�Itration Water Testirrg or l.ow Pressure Air Testi�g. In addition, all f�exible pipe shall be defiection tested using an Allowai�le Deflection Tes# as specified herein. B. For ca�strueiion within the 25-year floodplain, the Infi�#ra#ionlE�iliration shall no# �xc�ed 10 gallans per inch diameter per mile of pipe per 24 hours at the minimum test head. Exfiltration Water Tesiing a. The section of pipe to �e tested sf�al! be �Il�d wi#h water and allawed to stand for suc� time as is required for the pipeline to adsorb suc� water as it will and for the escape of all air fram the line. The sectiorts undergo�ng test shall be carefully examined for leakage. A!I �C�own leaks sY�al� be repaired, regardless af these test requirements. The Contractor shali instaA corporativn a� blow-off cocks at hig� points a�d such other lacations as necessary so that all air can be expelled as filling takes place, b. The line sF�a[I then be fil�eci to a reference level ir� a manhoie or in a reservoir of s�afficient capacity and h�fght to allow for a reference le�el to be established. The reservoir must be of sufFicient capacity and height to not a[low tt�e water �e�e! to drop [ower than 5-feet abo�e the crown of the pipe at the highest point of the section being test�d cluring the 24-hour test period. If the water le�el drops below the le�el af 5-feet above the crawn af the pipe, the #est shal� b� �oided and run again until such time as tF�e water level is maintained abo�e the specified level of 5-fee# abo�� the erown tt�roug�out the duration of the test. ;' c. At the end of a 24-hour perifld, water, if needed, shall be added #o th� line ,, to bring the water level back to iF�e referenced line. Afl water added shall be accurately measured by an approved wa#er meter so that a� exfiEtratian rate ; � can be established. d. Lea[cage during the above test shalf not exceed a rate equal to 25 gaflons per inch of int�rnal diam�ter per mile per 24 hours. e. All obser�ed l�aks shall be repaired regardless af the measured leakage rate. 2. Infiltration Water Testing a. When gravity sewers are �nstalled below the graur�dwater level an Infiltratifln Test shaU be used irt lieu of the Ex�ltratian Test described in 3.d2.B.1. ADDENDUM NO. 1 Page 19 020334 NOVEMBER 2�Q2 b. The total infiltration, as determined I�y a hydras#atic head test shall not exceed 25 gallons per inch diameter per mile of pipe per 24 hours at a minimum test head of twa feet above the crawn of tne pipe at the upstream manhole, ar at least finro feet above the existing graundwater level, whichever is greater. 3. Low Pressure Air Testing a. This test shall conform to the procedure described in ASTM C828, ASTM C924, C-� 103, F-�4�7 or other appro{�riate procedures. For safety reasons, air testing of sections of pipe shall be limited to lines less than 36-inch av�rage inside diameter. Lines 36-inch average inside diameier and larger shall be air tested at each joint per ASTM C-11 a3, or exfaltratianlinfiltration tested, or test�d by ather mefhods acceptab�e to the Engineer. The mi�timurn time allowable for the pressure to drnp fram 3..5 pounds per square inch gaug� to 2.5 pounds per square inch gauge ciuring join� test, regardless of pipe size, s�all be 20 seconds. For sections nf pipe less than 36-inch a�erage ir�side diameter, the minimum time allowable for the pressure ta drop fram 3.5 paunds per square inch gauge to 2.5 pounds p�r square inch gauge shall be computed by� the #ollowing equation: , T = 0.085 (D} (K)1(Q) Where T= time for pressure to drop 1.0 pound per square inch gauge in seconds F� = O.Oafl419DL, but not less than 1.0 D= average inside diameter in inches L= length of line of same p��e size being tesfed in feet Q= rate of loss, assume 0.001� ft3lminlsq.ft. internal surface A[I abserved leaks shall be repaired regardl�ss of the air test results. 4. AIlowable De#lection Test a. Pipe deflection testing shall be conducted on all gra�ity pipes canstructed of flexible materials {PVC, fiberglass, e#c.). b. Pipe deflectian measurec� not less than ninety (90) days after the backfill has been campleted as specified shall nat exceed fiv� (5.Q} percent. Deflection shall be camputed by multiplying the amaunt of deflection (naminal diameter less minimum diameter when measured) by 100 and dividing by the nominal diameter of the pipe. c. Deflection shall be measured with a rigid mandrel (Go1No-Go} de�ice cylindricai in shape and constructed wi#h a minimum of nina evenly shaped arms ar prongs. Drawings vf the mandrei with camplete dimensions shall be submitted ta the Engineer for each diameter of pipe to be test�d. The mandrel shal[ be hand pulled by the Contractor through all s�wer lines. d. Any section of sewer no# passing the mandrel shall be �ncovered at the Contractor's expense and the bedding ancf backfill rep[aced ta prevent excessi�e d�flection. Repaired pipe shall be retest�d andlor replaced as directed �y the Engineer at no additional cost to the �wner, ADDENDUM NO. 1 Page 20 020330 N�VEMBER 24Q2 3.Q3 TEST PROCEDIJRES FOR PRESSURE PIPELINES A. Genera[ a 1. After the pipe has been laid and back�lled and the bacl�ftll has heen otherwise e�nsolidated, all r�ewly [aid pipe, or any valved secf�on thereof, shall be subjected to the hydrastatic pressure specified below far t�at particular type of pipe. The duration of each hydrostatic pressure fest shall be at least two haurs and each leakage test at least four hours, ur�less atherwise specified or nated on the ❑rawings. AI! meters, fixtures, devices or appliances which are cnnnected to the pipeline system and which might ba damaged if sub�ected to the specified test pressure shall be disconnected and the ends o� the branch lines plugged or capped during the testing procedures. 2. Each valved {capped or plUgged) section of pipe shall be �illed slowly with watar and all air shall be expelled. If permanent air venfs are not located at a!l high points, the Cor�tractor shall install carporation flr' blaw-off eoeks at sucF� points sa that air can be expelled as filling takes place. A�ter verificatEan that all air has been expelled, the cocks shall be clased and the pipe kept filled until tested. All exposed pi�ae, fittings, valves, i�ydrar�ts and joints shall be examined while under test pressure and all visible leaks shall be stopped. Any cracked ar defecti�e pipe, fittings, �a[�es or hydrar�ts disco�ered during testing shall be removed and replaced by the Contractor. Replacem�n# snall be wit� sound material and the test sha�l be repeated until satisfactary to ti�e Owner. SpeciaE Requirements Wh�re any section o�F pipeline is pra�ided wit�t conc�ete thrust blocking, the hydrostatic pressure test shall not be mad� untii at I�ast 5 days have elapsed aiter installatior� of the blocking. Hawever, if high-early-strengtt� cement is usecf in the concret�, 2 days shall haWe elapsed prior to testing. C� Hydrostatic Tes#s 1. A hydrastatic test of the compfeted pipelines shall be pertormed under the static water pressure of 50 percent abo�e the working pressure but not less that the fallowing tabulation far all pipelines. The duration of each test shall be for iwo hours. Contractn� to submit �ipe testing schedule ta Engineer prior #o t�stir�g. � Piping Description � Pressure PVC Force Main � Gra�ity Sewer pipelines � Other Pipelines D. Leakage Tests Test pressure {psi) 125 25 14� 1. Leakage shal! be de�ned as the quantity of water that must be supplied into the newly laid pipe, o�- any va[ved sectian thereof, to maintain the specifisd leakage test pressure after the air in the pipeline has been expelled and ihe pipe has been filled with water. ADDENDUM NO. 1 Page 2� 02033Q NOVEMBER 2002 2. Leakage shall be determined by recording the measured quantity af water pumped into the pipeline to maintain a pressure withi� � Psi af th� s�ecifiecf test pressure Leakage rat� shail be cafculated by extrapolation of the total Eeakage during the testing period to a 24-hour period. Leakage test pressure shall be as shown in the fallowing table. � P�ping Descri�tion Test pressure (psi) M Not Used 3. Allowable leakage �For the types of pressure pipe used shall be as follows: a. Cast Iron, Ductile lron and PVC. Allowable as permitted by AWWA Standard C-600-82, "Installation af Gray and Ductile Casf-Iron Water Mairts and Appurtenances", which is nat ta exceed that determinad by the formula: L = (SD �P)1133,2�Q where L is the ailowable Eeakage in gaflons per hour, S is the length of pipeline tested in feet, D is the nomina! diameter of the pipe �n inches, and P is the a�erage test pressure during the leakage tests in pounds per square inch gauge. 4. In the e�ent any section of the lirte tested fails to meet #he above specified requirements for wa#er tightness, th� cause of th� excessive leaKage shall be determined and remedied at the expense of the Contractor, including retesting if required. E. Pneumatic Tests 1. Pneumatic testing af piping systems shall be used when directed by the Engineer when water, or other liquid, cannot be introduced inta t�e line, or as a sup}�lement to a hydros#atic fest. 2. P�eumatic testing shall be pertormed using accurately calibrated instruments and oil-free, c�ry air. Tests shall be performed only after the piping has been completely installed, inc[uding sup�arts, hangers, anchors and inspected f�r proper installation. All parts of the system shalf be subject to the test pressure specified. The Contractor shall take ail precautions to protes# test personnel. AI! pipir►g to be tested shal! be secured to prevent damage to adjacent piping and equipment in the e��nt of a pipe or joint failure. Contractor sY�all notify Engineer prior to starting the test. 3. A preliminary pneumatic tes# not #o exceed 25 psig shall be applied to the piping system prior to final leak testing, as a means of locating major leaks. Examination fo�- leakage, detected by soap b�abbles, s�sll be made at all jaints and cannectior�s. After all visible leaks have been carrected, the pressure in the system shall b� increase in steps af approximately 9l10 of the test pressure until the required test pressure has been reached. The test pressure shall be continuousiy maintain�d for a minimum time of 10 minutes (no drop in pressure over this time) ant� for such additio�al time as may be necessary to conduct a soap bubble examination for leakage. The piping system, excfusive of possi6ie localized instances at pump or valve packing, shall show no e�idence of leakage. Any vis9ble leakage shafl be correct�d at no additio�a[ cost to fE�e Dwner. ADDENDIJM N�, 1 Page 22 p20330 NOVEMBER 2002 3.04 FINAL ACCEPTANC� A. No pipe ir�stallatian will be accepted until all knawn leaks have L��en r�paired t�rhether or not leafcage is witf�in allowable limits. Locating ancf repairing of lea�ts shall t�e performed by the Contractar at no additional cost to the Owner. B. The Owner's repres�ntati�e will certify that ail required pressure and (eal�age tes#s have been successfully completed before the pipeline is accepted. 3.05 WATER SOURCE A. Water for testing purposes si�ai� be provided by the Contractor at the Cantractor's expense. j- � ' 3.06 CLEANING A. At the conclusion af the worl�, tharoughly clean all pipeEines by flushing r�vith watar or other means to remo�e al� dirt, stones, pieces of wood, or other material that may ha�e entered the pipes during the construction period. Debris cleaned from the lines shall be remo�eci from the low end of the pipeline. If, after this c[eaning, o�structions remain, they shall be remfl�ed in an appro�ed manr�er. 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T J- I � �� � SECON�AqY � E SOURCE -r 4 AUTOMATIC iRANSFER SWRCH JACKET WAT�R HEATER A900W. 20&V. ------,--�_� 1 PHASE � STAN�BY GENERATOR � -- --- 4-20mA � � L�VEL p�� SCNEMATIC 3 FfiOM LI7 t ��i i SHT E5 �— i -- � A-I FA1L � FRI � � REF SCilEMA1'1C ] � SHT ES O I 3 P-2 FA]L ,�, FR2 � p�F SCNEt,kAT1C 2 � SHT E6 O I 3 HLGH-HIGH L.EVEt TR-1 ALARM I H]GH LEVEL ALARM TR-C � REF SCHElyfpTlC 3 {L1T1 � y 5HT E5 EN7RU514N '1- CR-3 � �L R ALARIN -� Y �I I J - O REF Of T-1 � � = TO AUTO � � � I ��RLER (THIS SHFE7) � j 1 I . I Si'AFiT/STDP � !0 nl4.l"C � SIGMAL � S2 ++14 SPAREI , I -' TO SCHEMAT[C lINE 21 , SNT E5 FROM ATS I BATTERY � CHAAGER ""1 I I I I 4`-�-A-7,9 � � 2oBY. 1 PN I I POWER �120VAC �.�p � 13k10f � 13+12� LA-4 I I .�,POWER FEEOER I I � 209 I I j 2f0 I I I f i I t I I �2oi2osv ---� t 2 #14. 'J/4`C � AT5 �IGHTUl6 k AVTO � n[ALER - -----� PANEL � --J LREP 6ET-2 --- GENERATOR SYSTEM — UVTE�tC�NNECTION DETAIL � e 000R cor�tRa� BLOWER 5TAF7ER i a . SEE SHT. E2 I FOR CON7IhlUATION �---�"�'- ..}�.�-�'` - I I � � START/STOP GENEpATOR 1 RUTO IDId��R a4/4 BARE - co�P�R wiaE AUTOMATIC TRANSFEF2 SWITCH RISER DIAGRAM ( 21 1.40P-IQ5 � �opyrlght C 2�01 by Carter S Burgess, Inc, GENERATOR af MA]NTENANCE � COlVSMON 1 pyER-RIDE fr � ALARMS � �GENERATOR'�" � tlM � � EXTEND TO A�5 TRANSFER 70 BFiEAKER ON SEC6NUARY SOURCE SEE SH7. POLE E2 FOR SEE SHT. E2 CONT[NUATION FOR CONTINVAi[ON zo2 � �' zi� I � --�F�T ��i------ -- ii � ii � i s � ..,� � _ �.�.__...... • I— ..�.. ___._ _.,_,_�.� — rJ� a� , �_. ..............................�,..,_.,.� .___� .�.__.-----�---, '� � �' � � � � � � � � � �� I � [r.� I �A-I z � °� � j ' i . in I �� a � ` ..n1:�a, `=----�--'�•� �. .•� 1A-12 � i �._.T.- f I f _._..,.:_:,s,,.:_.,.., <_,_,..�.,..,..,�:,,..�.,......,_ _....�_, E� -tl.1� •-� aw�rrw �II 208 210 G-C � LA-7,9} �NC' i STAN08Y GENERATOR � ��, � .,.�__.._ ,.._r "� � � LA-12 wP/GFI � � ITYPI : : __ m ,.�l,�.�.a --- _............ __ _�i k I .__� I I -- �� ITYPI . REF BETAIL I THiS SHT 0 ' I ! LOCATED ]M PUMP CONTROL � PANEL 1 � �1 I �I susae a LIGHTN]NG - � PROT�C7ION ' I � T6 TELEPHONE 5ERVICE I I � I I REF DE7AIL 2 I THIS SNT T I I QETAIL � I E BEACON II ALARM k 1 �� i . f iz� _... � � � J I 2b14.3/4"C.-� I TO MCC I 5EE SHT. E � �2" f CH. 3 � r i SUPPORT '� : � �� O COMMON ALL THE5E ALAflMS Ahl� WIRE AS GENERATOR COMMON ALARM TO THE AUTO DIALER. 2O THE 5[ZE OF THE PA� SHALL BE AUJU5TE0 BASE� ON THE �OViPMENT FURNI5HEd. i O CONNECT CONTACTS IM1! PARALLEL TO GENERATE A COMMON ALARM. OPEN CONTACT IN�[CATES AN ALARM CONO[TION. 4U WIRE 4-20mA SIGNAL US]N6 TW[STEO SHIELOE� PpiR. 5Q MOVNT MAINIENANCE pVER-REOE SWITCH [NS10E COMTRDL PANEL. AUTO QIALER RISER DIAGRAM� � CI7Y OF FORT WORTH, TEXAS DEPARTMENT OF �NGINEERiNG CASTLE CIRCLE LAKE WORTH �SANI7ARY SEIJER FORCE MAIN AND LiFT STATION �,/� �t�l ' I GENERATOR RISER C/1 �* l ., #�, DIAGRRF� & DETAILS �*7 S*/ �..6�...........�«...A.. � �7��� �R09EAT il 11iWM13 JR.% I C�70f��� f'w�i Yoruu�ii,�i : nioem ww saw<. ���L ��55304�% ,�! �':�CEN�F'� � OES[GNEp REC6iKEfmEG� U// �I''Sj "'�'L Et�t'+� VK G�F7A /3 a Z '�:�...� ��«� , . �' j _ nescerr cxc��Qe pti4A�wc�m,7�c, +www... tlE51dV� YKG 9CALE PimJECT N6 SiEEf ,,,p,�ry ��.a.�o �i IXUYN oaE '�s s"w" �' E4o�35 -�ri.��rr GHELKEO YNG 10-02 MK-0mxeissw MCC/GENERATOR — PLAiV I J ` I/4" �I' - - `� � a-- -- -- -- -- -- -- A MCP M p� —��. �M I � 124V FRUM LA-I _ � - E COiVTWUEO g � � a � DL E lEXTEqpiAL YOLTAGEI eOYTOM LEFT ,, I M � � M �� I � � � � i F---�x�---+ = _ i, i � sF� � 4B0 TO 12oY POWER flN R�CEPTACIE 7RANSFORMER PFR iof I 2� }jj� �`'� ii' SWlTCH I _ LEVEL LIGN7 { - I TRANSM[TTER � � 28 " " � I M I LIT-109 � � THERMQSTAT � OFF ��-� � I � ��� � P� � � ���M 28' — - ti� a � HEATEfi { � �� I I OL R"_" '' ��-� � . MQT[ON O�TECTOR I � Y'S I r 2 �A � � � 3 �.Cprr r i f • . � N � � 'ALARM SWf'fCH CR � 4, OLX I � I 4 � is ��� TR � I 29 O Y5-lb6 L3j 30 � � 96 pUMP 101 CONTROL TPE 55 CR-I TR-I CR-1 C-3 T-C T-C TR-A TR-B SCMEMATIC 1 I �s-b so �`� � °� � . a � s -� � �—� � � sa � � � � t � � � � � � � �� � 1 � � , PUMP 102 CON7ROL TOE I55 I � �� ��J + ��� �� �J � PUMP 161 PUMP 102 �0 AUTO SPARE PUMP 101 PUMP 10� . LSLL-o UTALER 57ARTER STARTER IMI PTT + � 6 � H[(iH LEVEL AL� TDEC 4S ' 30 �"�I M2 S11T 29 SHi-27' 5HT-27 I I "�¢ Q P�—T �' I I , 3l I � � T f � TO � + � 14-2D mA1 j ' 1 � SHT 29IALER I I PUM� 2 PU iPM 01 I ` ' � STARTER 5TARTER I TYPICAL PUSH 74 TEST LIGHT CONN�CT[ON IPl'T3 '---� � I 120V FROM LA-9 �ETAIL I•I � I � r fE%TERNAL VOI.TAGEI � � I — � I � I I RUTO I INTRIhl51CRLLY SAFE I 32� �� I 61ALER I G 8 � � R�LAY-1 J fOi_'I�� � �n �� iMF �� � ^` ^' " � I 34 �—� � MOT[DN p�TEC70R I � � � JIMI � M I � I I �� I I i LSNH ��� � IMI r = H]GH LEVEL TO AUTD �IALER ALARM SEE E-29 PF Ol-C I 8 -- _,_. ._� -- --- __ -, CRA CRA � � I AS AM I ��� �--a-{ ��� OL-B "'��` CR-1 _ 2 OL-A r� , I CR 40,16. EL LSHH ' � v T� —1.Xti� � I - 1 � 30.30 WET WELL Cl.05E ��1� RANSFORMER I TR � � � LE EL�NG I 30 I , - TOE 105 NEMA 4X � 4 I 57AINLESS FLpSHfN6 STEEL CR-1 CR-R BEACOh! 1,16HT ENCLOSURE PUMP RELAY PAiVEt M pFF I ts �-� i �`� _ �^��, m � CONTROL SCHEMATIC 5 �� ).=,(PTT � 5••�`� � SCHEMA7IC 3 , ACKNOWLE�GE LOOP 100 8 101 O . 6 IS � ,. � v - �R lS.24 I 1 ETM �� NOT�5o M RUN � CR-R � 7 I � � ZO � 1Q ALL [N�[CA7lhi4 L[GHTS SHALL 8E OF P115H TQ � I - �PTT �� TEST 7YPE WIFH LEi] LAMPS. �� �� �� 2 TME TIMER SfiALL 8E AN AOJUSTAB�E SQLID O � ��YICE LOCATEO IN FIELn OVERLDqO 0 STATE REPEAi CYCLE TiMER. ON TIME CONT]NUEU AOJUSTABLE 0-30 M]FJU7E5. OFF 7TME 0-69 9� s '�' PTT ' � I TOP R�GHT M]NUTES. EAG�E SiUNAL Qfl EOUAL. � � O PARALL�L THESE ALARM CONTACT5 A5 CITY OF FORT WORTH, TEXA3 9 � GENERATOR ON Mz I GENERATOFi COM#�IQN RI.ARM. DEPARTMENT OF ENGINEERING J LX 21 �----�� �--�t �= I�--r� M� ' 31 � U4 W[RE 4-20mA SIGNAl.S US]MO TWISTE� SHlElOEU ^- pa�a. CA�TLE CIRCLE LAKE 1,l�RTH SANITARY SEI�ER FQRCE FiAIN ANA �„�� O OOOR CONTROL PANEL PflOY[�EU BY OOOR LIFT STATION � � L�. M� ,�� � GpNTRO� E�UIPMENT MAMl1FACTUREH. N�MA S¢E 5 ANQ LARGER MOT0�2 STAfiTER I �� � O MOUNT >AAW7ENANfE OVER RIOE SWITCH �+ iN510E COhTROL PANEL. ELECTRICAL SCHEMATIC-I SCHEMATIC � µ �= ; � . ..�.*�4 �naseni' F1'MI�Jµ s de.� �f�lEi�$ r°�'�,n"'�".� � w„ sw... �/I'��ti 55304 1��% nEs�rNErn PFR - PHASE FAELURE RELAY �/��Fs./,c�s���'� ��,� rsecaW�ncrn �!%/3�OZ�tiC:'�� suaM�rreu •' � � _ oes��N ��reot �p111 d� 6.wd�eu.Ix �� ➢ESIC�tk N[G AS SHOYN �ppp�y 41 n4 aele.t I „�,,,,,�,�,q ae�u� aec ,�,,,, �E5�'35 cHec�a vK� �o-na �«-�w��e.w .:opyr i ght 02001 6y Corter k Burgess, Inc ' � � � lo PFR STOP 11 --� f ---�s az 13 I CR-101 13A 1A 15 I6 17 IB 19 20 21 22 23 24 25 26 �'OR CON'I'iNUA7[ON 5EE SCHEMAT[C 2/ SHEET E5 � � xoo ""„Y„" ^ i I � � Tii-A �oox �� � �ca-� 0 � OL% CRsG Cfi-101 � -.� - p ' 26.26 GAOUIVO FAl1LT ALARM B PTT � ZI� 6ROUNQ CH�CK � 8 RELAY 9 CR O Q 10 � 6 I = �TO PIJMP � 4I� 120 YqC 2A � 24 YAC CON7ROL ANti 57ATUS MON1iDR = �s lU 02 �� RHSET ON FACE OF O �MCC 22 � a� . ` �� ?� � STATOR � � MDISTURE — IB � � P7T �. zfi � STATOR OVER 4 y-,� TEMPERATURE — 27 - o — - -'� PTT — pB �_ LOklER 8ERFiWG �a _ 29 —�� P�R TEMPERATURE TO PUMP JUNCTION BOX _ �0 �� COMMON . � 24 VAC �� A�ARl�i T9 SHUT �� 24 VAC � DOWN 12 �R-� CR-101 OLX � Cq-A CR-A pFf2 M M � � � � '� � � � TO SCR-2/SHT-E5 PUMP FA1L ` SPARE + ro aura o�a�R Q PUMP SCHEMATIC SGHEMATIC Ol I EQVIP. N0. LOOP hIO. bACC IPUMP PI 102 iACC-A Copyrlght G 2qOl by Cnrter & Hurgess, Enn 1i.25 n 1Q PFR STDP 11 '� � 12 13 POR �pHTINUAT30N 5EE 5CNEMAT�C 2 1 SHEET E5 �H�A� �� X00 _ � I � _ j�pOX TR-A �� �TR-I o-� TkIE REMAAINING SCF[fMA71C IS IOENrCAL TO �� SCHE�IAl1C 1 ON THIS SHEE7. SCHEMATIC O I EDUEP. N0. LOOP N0. MCC I IPUMP I'2 143 MCC-A � G A � c - I � 208V 1i l.A- g -0� Y1.13 k N I I I 26 1 I 11 � Z"�IMY M 3 ,� �' M� D /A i`xao 4 I I I I oox 5 � � I � M I I ii . M II ii � T I i LIGHTING FIXTUR� SCHEDIJLE TYP� DESCRIPTfON MANUFACTURER A 250W HIGH PRESSURE 50�NM RDAOWAY LIGMT GENERA� ELEC7RIC FIK7URE, GLA55 LENS, MOUNTEO DN A 20 FY. �SMT-25-5-I-A-2-G-MC2-0B NON-TAPEitEO STRAiGHT AWMINUt�I PtlLE WffH POLE: PHOFO CEIL.l26V,1-PH. ASSR-20-30-6-D-OB B f50W, HIGH PRESSURE SOOJUM WALL-PACN GENERAL ELECTRIC FEXTURE, 120V, WITH PNOTtlCELL Y2FW-15-5-A-2-PWA-OB-B-L Q OLX Cft-2 CR-101 � � A 2s.zs .; � .: : � � ��.�; 1Q hiE RELAY 5HALL 9E FURNISHEO BY lHE PUMP MANUFACTURER �� O�EIAYCN 7HE M C SECiION ALL MAK£ PRQV151�hIS T4 INSTALL THE O iHE MCC MANUFAGTIJRER SHALL COOR�lNAlE TNE OELIVERY OF 7HESE RELAYS WITH 1}{� PUMP SUPPLJER O ALl INOICAIING LlGHTS SHALL 6E PUSH TO TEST TYPE WiiETHER � Olt NOT Q ....r' � 6O 1}iE 11MER SkALL BE A�JUSTABLE. A REPEAT CYCLE T1MER, ON TIME A�Jl15TA8LE fl-36 iYfINU7�5, OFF 11M£ 0-80 MWl1TE5. ! I I M I — �__ ELAPSE 7IME ME7ER � � I MO70R RUHNING I � PrT I MOTOR � HEATEF � I = 0,..�1J''o- = OL'S I M � 2,3 � I � � � C 5 TlMER - - - ^ - - - - �-' � NEMA-4X � ODOR [;O�ITROL BL�W�R � ETlCLd5URE5TEEL � � �rcnm, � LOCATEll AT iHE MOTOR LA-IF.13 � STARTEF SCH-3 — 4aiZ.Y'G 21� 36A/2P NEMA 4z58 3/4 BiOWER 1 O�OR CONTROL BLOWER 4 ONE LWE �IkGRAhA '_ CITY OF FORT W�RTH, TEXAS ]]EPARTMENi OF ENGINEERING CASTLE CIRCLE LAK� WORTH SANITARY SEkfER FQRC� MAIN AiVD LIFT STATIDN � ��»i ELECTRICAL SCHEMATIC-II B� � � DETAILS �. f' � � .�l j«h .................d�1.*.% p,�-i _�,� fi.w L 1�rq.... eK m xr� sb..q ;HOfiFHT „� Y�il, �9 JR.;1 ,.H.,OQ,•� run vor+n� r nuoe �������55304� ��� nEs[4En� /=A:� < O R0.�MENom� } ryf�F�.CENs,.r'� vx cwrn `f l��/� (����������r sumaT�Eu .. nes�r.� a�i�ea I�GuphhAuaCI�M.7nc ""''�n-w�iw.� �ES[CJU YKG SLALE YM1.Rl.1 nu ]liel j�„a,,,ae mao�w � q1A1R� pHE MS SNdifN ��N IE6�35 �_ j�.+�� fHFf�NF1L VKfi 10-02 R�-����� LSN 101 LSM 101 LSi LE 101 !00 �1 � n � MAW SEWER LINE � � M M � P pMP PUMP P2 ��■. ■ t[Y� iGkf ON YL 8 I I i 1 [ TO L40PS 101,103 I � I I PUMP STATION PROCESS � DIAGRAM OESCRlPTION I TYPE I CRITERfA INAMETA6/FUNCT[OiV I OTY ITEMI OESCRIPTfON I TYPE I CRITERW { NAMETAG/FUNCTION I PUMP FAIL f(A CON7ROL ROOM � TELEPHONE I AUTD OfALEFt HIGH iiR4UiJ0 9TATOR OFF TEMP BEARINO FAUL7 OL MOES URE ROA yL- YA-1 YA-2 YA- YA-4 Yh- I - A A A A FRf3M LOOP STARF PUMPS �pg fBACKUPI I I [ l I I I FR�M LOOP E01 � _1__L__L--L_„_.1,�_L-_J START/5TOP FROM � �,------g7ART FROM LOOP 101 100P 100_� ; (BACK V?I MCC I MOI5TURE SENSDR 6EARM6 � �1iVUING TELEPEtONE VALYE VAU�T ��,---�oC � = I I I ,I aoo----�p�---- CONTROL ROOM TELEPMONE AU70 UlpLER MCC F]ELQ COMM01 FAULT %A B I I I I I I I I I I I TSH � TSH LY N�Eg� I OI [NTERLOCK PREVENTS CON7ROL ROOM Y I TYPE� I L��IItKIA INAM�b�FU�T[O�IUiY� E__ q SC iPTON TY �" Y CRITERIA AM�TAii/FUNL`Tlp�f WET WELL WET WELL HIG}I-HIGH HIGH LEV�L LEYEL ALARM ALARM LAH LI AHH I� GONiROL ROOM I I I I I I TELEPFSONE I � I I . � PUMP CONTROL PANEL n PUMP CONTROL PANEL /J�,� AVTO OUSLER AUTO d[qI,ER Y f i STApT PUMP5 � � S7AR7 LY f9ACK UPI 3 � � � —� LOOP 102. 103 ` START/STOP LS L[T LIC �Y _� � PUMPS TO � p�H �s LOOP 102 S 103 �-- TWD PUMP � � J STaP b�TERNA70R k ACKNOWLE�GE � � ! S:.%( PUMP CONTROL � PUMP CONTROL � B�RCON PANE� ; pAN�L i ALARM FIEl.� I F]ELI) I � � QI L[7, LSIi. LIC � LY ARE A PART OF THE SAME LSHN LE WSTRl1MEiVT : � = TO SUBMERSIBLE PUMPS RAW 9EWA6E PUMP STATION LEVEL CONTROLS - I �ooP No. ioo PIJMP STATIBN BACKUP LEVEL �aoP No, to1 � � � i •_ y� _.� : _•_e.�G lT C 7 'I�-'7YP��1`-� Cfl1T�f2(A ��NAM AG/F NC �0 I'fY GONTHOL ROOM TFI FPHOHE RTU PowER co. I MCC I I �1CC � `�fE�D I � I _ _ 1'WO PUMPS FRW�A I GENERATOR CONTROL PAN�I. RUNN[N� WHEN GENERATOR [5 ON. SUBMERSffiLE PUMP L04P NQ. 102 8 IQ3 STANOBY GENERATOR I �aoP Na. 109 � ---..r...�.�..� ...�.,...+�..iv.�.--:�..-� �1-.0..�.��,�tiIL �� _ _ _ � ..�I��v_� .:opyrighict2ooF qy Carter G Burgess. Inc, �WETWELL TO WASiE WRTER PLANT % �Cri� : �IiF.�. STANOBY oENERATOR SECON�ARY SOURCE YL 9 I � i � I I I I ATS 0 � CU NS A AUTOMATIC SWETCH AN� UP5 � �nap wo. �a� CITY OF FORT WCiRTH, TEXAS DEPARTMENT OF �NGINEERING CASTLE CIRCLE LAKE W�RTH SANITARY SE�IER FORCE MAIN pNA LIF7 S7ATIOIV �� � INSTRUMENT LQOP DRAWINGS � I i* t • +�� ��Ho�+�n^iM� u�5 ��1R.i I �i� rv��i ve�nr`�'' wne ww s«.... ����o,�i,�lc� ��''rr�,`�� aesca+ew R�caa�Nnao� 1lr13 o y���:�r.�``' �v�wiTr� ., :r �i� nes�� �cu�fx npahA��odsw.]oc 'tl'uar�w OESIGIh YKG �mIH rp��ci nLL arEci „a,,,,q �� tl mevH nae �,�.ro, I T� �35 _ __ _ G�ECIfEG vKG lL-O2 rtuaro�wi9rtea ���c��i��a��on�s �ND ��N�'';AC�' ��Ci��+1�R�T� FOR CASTLE CIRCLE LAKE WORTH SANITARY SEWER FORCE MAIN AND Ll�T STATION DEPARTMENT OF ENGiNEERING PROJECT ND. 3443 SEW�R PRO.iECT NO: PS�46-070460136860 GARY W. JAGKSON CiiY MANAGER ROBERT D. GO�D�, P.E. DI RECTOR TRANSPDRTATION AND PlJ�I.fC WORKS A. DOUC,�AS RADEMAKER, P. E. DiREGTOR DEPARTM�NT OF �iVGINEER�NG QCTOB�R 2002 KENNETH BARR MAY�R DALE A. FiSS�L�R, P.E. . DfR�CTOR INAT�R DEPARiMENT ���������� ��� � CARTER & BURGE�S, INC. �77 MAlN STR�ET ��RT WORTH, TX 764 02 817-735-6Q00 C&� Ma. 0203��0�0 ICi�I(�-�Z T'EI�LE OV� GO[d'��hli5 1. Pa�k A� Noti�e to Bidders ' � Comprehensiv� Natice to Bidders - Special lnstructions ta Bidders (Water Department) - City of Fort Worth Minority/ V1lomen Business Enterprise Policy 2. part B- Proposal 3. Park C- General Conditions (Water Department) �� A�. Part C1- Supplementary Cvnd9tians to Park C— General Car�ditivns 5. Part D- Special Conditians 6. Part DA - Ad�itianal Special Conditiot�s . 7. Part � ^ Specificatiar�s (Wat�r Department� a. Ciiy af �or� Warth Material �E-i } and Canstruction (E-2) Specifications (See latest revisian from C�ty, not incl�ded herein) � b. SpeciaE Specificativns Di�is9on 02 — Site Work a��oa — Ear�hwork 02�22 — Structural Excavating, Backfilling and Compacting 022�5 — Geatextile - Sai� Sta�iiization 02831 -� Chain Link F�nces and Gates � Division 03 -- Cancrete 43� QO — Concrete �ormwork � 03200 — Cancrete Reinfarcement , 0330a — Cast-In-Place Concr�ie 03800 -- Grout Di�ision 04 — Masonry 04065 — Masonry Mortar and Grout Q4820 -- Rei�forced Unit Masonry Assemblies Divisian Q5 — Metals 05120 �- Struciura! Steel 05500 � Misceilaneous Metai Fabrication� 05501 -� Anchor Bolts, �xpansfon Ar�chars and Cvncre�e lnserts 05�30 — Gratings and Fioor Plates Division D8 — Daors ar�d Windaws a8� 12 — Sfandard Steel Doars and Frames TC-� TA��� �� GBNi�iV'�.� �conttnued] Division '!'I� Eaui�rn�nt 17376 � 5ubmers9bie 5ewage Pumps Divis�ar� '� 5 — Mechanical � 5043- �.eakage Test of Hydraufic Str�cfiure�s Divis�an �8 � Electrical '1 fiQ00 — General Pro�isians �169 � 0 — Raceways, �oxes, Fiftings & Suppa�ts 1B12D—�Wires and Cabies 'i6191 -- Miscelfar►eous Equipment 'I623� — Star�dby Generatar Set 1647D — Pane) board � 6480 — 4�ti�Vol# Motor Cor�tr�l Cent�rs '� 6660 — Grounding System 8. Vendor Compliar�ce to State �aw 9. Con#ractor Compliance wifh Warker's Com�aensatian k.aw ��. Part F: Bonds and lnsuranc� (Cify of �art Worth) - Cer�ificat� ofi insurance - Perfarmance Bond - Paymer�t Bond - Maintenanr,e Bond 7 9. Part G- Gon#ract �City of �ort Worth) 12. Wage Rates 13. Ap�en�ix A -- �asements 14. Appen�9x� B-- Geotec�nical Repar� TC-2 ��►�r � �V�TI�� T� �IDD�I�� . �,, �a-r�c� �o �i�����. Seafed prapasals for the fallouving: �ar: �ASiL� CI���� �� F�1@RT'W 5ANIi�FtY S�'4d��F� �BR�C� l�AliV A[VD LIFi Si��IOP� �FIN�R P�OJ��� iVO. �'S��-0��46�'936860 �EP�RYN➢�A�i �� �N�IA���RiR�� PFt�J��i NUhN��R 34�3 Addressed to Mr. Gary W. Jackson, City Manager of the City of �ort Worth, i'�xas will be. recei�ed at the Purchasing �ffice untii �:30 p.m. . IVovember Z'P. aOU� and then pubiicly opened and read aloud at 2:00 p.m. in the Cou�cil Chamb�rs. , P�ans, Specifications and Gontract f]ocuments for #his project may be obtained at th� office of the nepartm�nt of �ngi�eering, Municipal Office Building, 1000 ihrocEtmorton � Streefi, �ort Worth, iexas. One set o�F plans ar�d documents wiil b� provided for a deposit of fifiy dollars $�p.00 � A pr�=bid cr�n�e��n�� r�aill be h�ld sr� 'V91'ednesday, R��vember �. �a02 ai i4:00 �y at iE�e Vitlage �ree�C irea�ment Plant, 450� 1Niln'a �ane, Fari �ArEh, �ex�s, 760'i2 (R�apsco 68P1). The ma�nr wark on the abo�e referenced praject shall consist of the fallawing: A duplex li� ��a�9on wi�h submersible pu�mps and 9,890 Ifnear f�e� o� 7�dinc� for�e main. Bidders shall not separate, detach or remave a�y partion or segme�t afi shee�s from the Contract Documents at any time. �idders shal! submit the compiete specificatia�s boo�t , or risk r�jecfion of bid. �idders are hsreby advised thaf a two year mainten�nce �ond is required for this project. . �of additional information, pleas� contact Ms. Madelene R�fa�ko, P.E., Project Manager at the City �� F'arfi Warth, at (817) 392-8423, or Mrs. Melissa F'ifizgerald, P.�., Carter & , Burgess, Inc. (817') 73�-2891. Advertising Dates: October �4, 2002 Octaber 31, �aaz Fort Warth, iexas G�fV�P�11�HEiV51V� i�0i'IC� i� �l�DI�R� Se�l�d Pr�posals f�r the �'alr�wing: - �I �, �upCex Lfft �taii�n With Submerslble �umps ar�d 9�9U Linear �e�t �r� i��in�h For��; �I�in S�VII�� P��J�Ci h�. P�46�0�0460i36660 � ���A�Ti1NFIVi A�' �NGIN���[NG P��J��f l�UIUI��€� �44� Addressed to Mr. Gary W. Jacksan, City Manager of the City of Fort Vllorth, Texas will be received at the Purchasing Office until 1:30 p.rn., Novem�er 21, 2a02, and then publicly opened an� reac� a�oud at 2:00 p.m. in the Council Cham�ers. Plans, Specitications and Contract Dacuments for this project may be obtained at the office of #ha Department ofi �ngineerir�g, Mut�iaipal Office Biailcfing, 1 Q00 Throckmorton Street, Fort Worth, Texas. �ne set of documents wifl be pro�ided to �rospective qid�ers for a deposit of so.aa; such �eposit wil! be refunded if the docum�nts are returned in good condition wit�ir� 10 days after bids are a�ened. Additia�al sets may be purchased on a nan-refundable basis for fifty dollars (�50.00) per set. Thes� dac�aments contain additiana! informa#ion for prospecti�e bidders. � All bidders will be requir�d to comply with prouisian 5159 of "Vernon`s Annotated Civil Statues" _�� o� the State of Texas with respect ta ihe pa�yment of pre�ailing wage rates and City Ordinance No. 7278, as amended by City Ordinance No. 7400 (Fort Worth City Cade Sectians � 3-A-21 f� thraugh �3-A-29), prohibi�Ing discrirrtination in employment practices. The Ci�y reserves the right to rejecf any andlor all bids and waive any and/or a!I formalities. Bidders are res�onsible for obtaining all addenda to the contract documenis and acknowledging '' receipt of the addenda by initialing the apprapriate,spaces on the Proposal form. Bids #hafi da nat acknowled�e receipt of a!I addenda may be rejec�ed as being non-responsive. Informatiar� regarding ti�e status of addenda may be obtained by contacting the DepartmEnt of Engineering � a# (817) 8i� -7910. iT � AWARD �F CQNTRACT: No bid may be withdrawn until the exprration of ninety (90} days �rom � the dat� bids �re opened. The award of the .contract(sy, if made, will be within nineiy (9�D) days after opening of bids, but in no case will the award be made until all necessary �nvestigations are made as to the responsi�ility of the bidder to whom it is proposed ta award the con�ract. Bidders shall not separate, detach or remov�e any portion or segment of sheets from the Contract Documents at any time. Biciders sha11 submit the complete specifications book or risk rejection af bid. In accordance with tf�e City of For� Worth Ordinanca No, i 3471, as ame�ded by Ordinance No. 13781, the City of Fort Wor�h has goals �for the participation of Disadvaniaged Enterprise in City contrac#s. A copy of the Ordinance can be obtained from the Office of the Gity Secretary�. In orderfor a bid to �e consldered responsi�e, the AFFIDAVIT STATEM�Ni included within tl�ese bid document� MUST be campleted and submitted with tha Bid. Failure to submit the compfeted AFFIDAVIi STATEM�NT shall render tf�e bld non-responsive. In ad�itian, the SPECIAL INSi�UCT1�I�S i0 �1����5 {Iii�A��� ����4��lVdYF�I�T) 1. �R�f�UA�.IFIGATIBN R�Q[IIRI�f'��IVT` a. A current financiaf statement, an acc�ptable experience record and an acceptable equi�ment schedule must be filed with ti�a �irector nf #he Water Department at least or►e week prior �o �h� our for aperting bids. The fnanciaf statemen� required shall hav� been prepared by an independent certi�i�d public accountant or an +ndependenf pul�[ic accauntant holding a valid permi� issued by an appropriate State lic�r�sing ag�ncy and shall have been prepared as to r�flect the financial sfa�us o� the submitting cnmpar�y. This s�atem�nt musf be c�arrent and not mare than one (� ) year old, In fhe case that a bidding date falls within the time a new statement is being prepared, the previ�us statement shall be upd�ted by proper verification. Praposals submitted by a prospecii�e bidder w�o has noi fulfilled the above requir�m�nts shall be returned unopened. � Prospec�iv� bidders whose qualifications are not deemed ta b� appropriate to the nature andlor magnitucfe of the projec� on which bids are to be received wiH b� natified before the date of the bi� opening, and any proposals �ubmitfed by t�em shall be re�urned ur�vpened. Liquid assets in tf�e amounfi af ten (9Q%) percent of fihe estimated project cost will b� required, b. Far an experi�nce record to be considered to be acceptable �ar a gi�en project, it must reflect the experience of #he �rm seeking q�alification in work of both the same nature and technical level as fhat af the project far which bids are to be r�ceived and �uch ex�erierice must have be�n on proje�ts campleted rtat more t#�an ��e (5) y�ars prior ta the date on which bids are to be received. c. The �irector a� the Water Department shal[ be the sole judge as to the acceptability for financial qualification to bid on any Fort Wart� Water Depa�tment pr�jeci. d. The prospec�ive bidder shall schedul� fih� equipment he has avaiiable for th� projec# and state fha4 he will �rent such additional equipment as may be required f� complete�the prajecf on which he submits a bid. �. I�iD S�GU�IiY: A cashier's check or acceptabfe bidder`s band payable fin �he City of Fort Worti� in an amount of not less than five percent (5%) of t�e largest possEble total o� th� bid submitted must accampany the bid, and Es subjec� �o forfeiture in the eveni the successfuf bidder �ails to execute the Contract Documents within {� D) days after the cantracfi has b�en awarded. To be an accepfable sure#y an the bond, {1) t�te r�ame of the suraty shall be ir�cluded on th� current U.S. Treasury, or (2) the surety must have capital and surplus equal to ten times the limit of the band. The surety m�s# be iicensed �o da business in the State of Texas. The amount o� the bond shal[ r�o# exceed the am�unt shown on fihe ireasury lis# ar one-tenth (111 Dj the tatal capitai and surplus. 3. �ONDS: A�erFormance bond, a paym�nf bond and a two-year maintenance bond each for one hundred (� OQ°lo) percer�t of the contract price will be required, Fieference C 3-3. 4. IE�At�� R�T��: Nat less than the prevailing wag� rafies e5tablished by th� City of Fort Worth, Texas, and as set forth in the contract documer�ts must be paid on this project. �. A�}�I�UI�'Y: In fhe case of ambigui#y ar Eack of clearness in sfiating pricss in the Proposal the Gity reserves the rig�t ta adopt #h� most advantageous construction the�-eof to the City or to rejec� th� Pro�osal. October 2002 020330 6. �f�C]�R �I��R��E: Bidder mus# be a[ic�nsed Contractor in t}�e State of Texas. i. N��lRE�T �I����S; Pursuant to Arficle 60'�g, TexaS Revised Ci�il Stiat€�tes, #he City of Fort Worth will nnt award this confract to a nonresident bidder unless the nvnresident's bi� is lower thari the lawest bid submitt�d by a respon�ibl� Texas resident b9dder by the sarne �amount that a Texas resident bidder would b� requirad to underbid a nonresident bid�er to ab#ain a comparable. contract in the State in which th� nonresid�nt's princi�[e place of �usiness is locafied. � (�} "Nonresideni bidder" means a�idder whose princi�al place of busir�ess is no� in fhe Stat� o�' Texas, �ut excEudes a cantractor whose ultimate parent comp�ny or majority owner has its principal p[ac� o� business in the 5tate af Texas. b) This pro�is�on does not ap�ly if this con�ract involves Fec{erai funds. c) The appropriate blanks of the Proposal must be filled out �y all nonresident bidders in order f�r the bid to meet specificatians. The failure of a nonres'ident contracfor to do so wili auiomaticafl7� disqualify thaf bidder. �. PAY�I�WT: ff t�e contract, amount is �2�,004 or fe�s, the contract amount shall be paid withirt fo�ty-#ive (45) cafendar days afiter completion and acceptar�ce by the City. 9. AC�; ln accordanc� wi�h the policy ("`P�licy"} af th� Execufi�e Branch of the Federal Gov�rr�ment, Contractor cove�an�s that neither it, nor any of its afficers, m�mbers, agents, employees, program participants, or subcantractars while engaged in performing this cor�tract, shall, in connection with the employment, advar�cemen# or discharge of empioyees in connectinn w�th th� terms, conditions or �ri�ileges of their employmenfi, discriminafe against �ersons because of fheir age except on the basis o� a�a�a fde occupational �ualification, retirement plan, or sfatufary requirement. Cantr�actor fiurther cavenanEs that neither it nvr its officers, m�mfoers, agents, employees, subcontractors, program part�cipa�ts, ar persans acting on their behalf, shafl specify, in soficitations or adver�isements for emplayees #o work on.this contracf, a rnaximum ag� limit for such em�laym�nt unless �he specified maacimum a�e limit is based u�on a bona fide occupational �ualification, retirem�nt �lan or statutory requiremen�s. Contractar warrants it will fuEly comply with #he palicy and will defend, indemnify and hald Ci#y harmless agair�st any cfaims or all�gations asserted by thir� parties or subcontractors andlor its subcontractars' alleged fai{ure to compEy.with fhe above referenced Palicy cor►cerning age discriminatian in th� perFarmance af this agreement. 'f0, �iSA�ILfiY: ln accordanee wi�h th� pro�isions of the America�s With 9isabilit9es Act of 1990 ("A�A"), Contractor warrants that it and any an� all of its subcon�rac#ors will not unlawfuily disc�iminate on; the basis of dEsability ir� the �rouisions of services to the _- general public, nar in the avaiiabifity, terms andlor cnnditivns of employment for applfcants'For �mployment with or employees of Contractor o� any of �ts subcontractors, Ca�trac�or warrants it wilf fully campfy with �he ADA's provisions and any ather app�icabls Federal, Sfiate and local faws concernir�g disabi[ity and wilf defend, indemnify and hold Cify harmless against any claims or allegations as5erted by third par�ies or subcontractors agains� City arising out n� ti�e contractor's andlar its subcontractors' alleged fai�ure �o comply with the a�ove referenced Policy cancerr�ing age discrimination in the per#ormance of this agreement. �91. I�INORI'TY AA�� �4lOf��N �U�I.N��S,�f�iERP�ISES: In aecordance with #he Ciiy of Fork Worth Ordinance No. 13471, as amended by Ordinance No, 13i81, the City af Fort �ctober 20�2 Q20330 Worth has goals for the participatian af minarity business �r�t�rprises and w�men busirtess enterprises ir� City contracts. A capy of the Qrdinance can be o6tained from the Office of the City 5ecretary. �n �rder for � bid �o b� consid�red res�onstv� the AF�I�AVIi ��'�i�M�fyi ir�c[uded wi#�in'#hese bid d�cur�ent� NYU�T b� c�mpleted and �ubmltt�d wi#h the �id. �aiiure to submit the completed AFFIDAVIT STATEMENT sha[I render th� bid non-responsi�e. In addition, the bidder sha�l submit the MBE/WBE UiILIZATI4N F'4RM, PR[ME CONTRACTdR WAIVER F�RM andlor the G��D FAfTH EFFORT FORM ("Documentation"} as approprjate. The docUmentatian rnust be reoeived na later than 5:fl0 p.m., fiv� (5) City business days after the bid apening date. The bidder shalf obtain a receipt from the appropriate employee of the managing department to whom deiivery was made. Such receipt shall be evidence that the doc�m�ntation was recei�ed by the City. Failure to comply shall render the bid r�on-responslve. Upon request, Contractor agrees to prvvide the Owner campCete and acc�arate infarmation regarding actuaf wor[c pe�formed by a Minority�Business Enterprise (MBE) andlor � V1lomen �usiness Enter�rise (WBE) on the contract and payment_�hereaf. Contractor fu�th�r agre�� to �ermit a�y au�it a�dlor examinatian of any baoks, records, or fifes in its posses5ion that wiq substantiate the actual wark perfvrmed by an MgE andlor VIIBE. The rnisrepresentation of facts (nth�r than a negligen� m'rsrepresentation) ar►d/or t�e commissian af fraud by the Cantractor rr�ill be grounds far termination of the contract ancflar initiating action uncier appropriate federal, state or local faws or ordir�ances relating ta false statements. Further, any such misrepresentation (other than a negligent misrepresentation) and/o.r commissior� of #raud will resulfi In th� Contractor being determined to be frresponsible and �arrec� fram par�icipating in City worK for a period af time of nat Ie�s than three (3) years. I �2: C�ot�chnical Report: The owner has engaged a geotechnical engin��r tn conduct a geo�echnical investigation #or design purposes anfy. A copy of the boring �ags firom #his repor� is inciu�ed in Appendix B for [nformatfon �nly. However, the bidder should conduc# such studies and investigations of ur�derground conditions, as they deem necessary for bidder purposes. The report should not �e used far construction. Octa�er 2002 Q2033Q # * � a i �+�� �� ���� ��� a � ����������.*.�� �������� ���������� ������ �l� �� �O�'� �V�f �� l�1�r��rit�r �r�d V1��r�en �usine�� �M�#�r�aris� �pe�ifE�ations �PE�RAL I�I�TF�IJ��I�N� F�F� Bll�DEFt� APPLI�A7'I��1 �F P�1�I�Y ��f the #otal cEoG�ar vafue af the cantrac# fs S2�.Q00 or more, ki�e M�+N�E gaal is a��licai�le, Gf the iotal datlar value of t3�e cantraci Es Cess than 5,��.Q�1D, th� M�'WS� gpal i5 no� �pplic�bl8_ pU�I�Y �7A7��1��17 li is tt�e palicy ❑f �17e City of �ort Wor#h to ensuro the ��MI� ard equikab�e �aettcipati�n �y �rlinoriiyfWornen i�usiness �nt�rprises (MMlB�) in th� pracur�m�nk v� ��f g�pp5 :�r�[l ��r�iCes E� !h� C�t}+ �n � COn�r�Ct��l b��si�, Tk�t� a�JacRive OF €1�� Pcallcy Is lb Inr,rea�e� ll7e use oC Pw}M+�E fi�ms lo a leve� c�rttipafable to k�e avaGl�billty of MlU1l�Es ti�ai provJd� goods and sen+ices �9f�CLI�+ Of iF]�iF@Cf�Sj+ k0 k#�e �11y, kll requ��emenSs an� r�gul��i�rss sEaka� in the �Ily's c��rer�� MinorlEy and 1�1�om8i1 C3usi�ress Er�#orpris� Ordin���e �#ply ia this bsd, f4�lWBE PROJE�T ��ALS �he �iEv's �iB��UV6� goa! an kh€s pr�Je�� as 7�9Ia o[ #he b�s� b�d val�a� of lhe ��nt�2�ct, �O�I��IA#V�E TO 8�D �PE�IF��ATI��V� �r� �Rty �orrteacxs of ��5,4i�0 or rr�orc, iai�EdFrs ��e r�q�iir�d #o compGy with t�s�a irt�¢n� of the �I�y's i���UV�� �{Qirian�e b� elil7�r df R�7� f�llawir�g; � 1. 14ieet ar exc�erl the abov� s�a#e�# MfV4tB� gqal, �r; �, G���I Faftfn �ff�r# d�cu�xr�ntalfon, �r; 3. �Vak�er �iocu�rtc�nl�tior+, SUBh+J�TTA� �F I��QIJIR�� i�O�l1M�NTA7�Q�J The ��+pllc�ble d���lrn�r�ts m.r�s4 b� received �y �he f�hse��ging L7e�rartmer�ti. wi[hir� ihe fal�owinr� t�mes allocato�, i� order for t�se er�tire b�d to b� �oe�si�er�d responsiv� io k�r� s�ecifi�alions, �M+�� Uk�],x��ion Form. if g�al €S rr�l or exce���d: 7, C��G+d F�ith �f[�rt FOmi �nt! MIW BE L.3tHl��#lon Form, 'rf p�rtick�silo�t is less lhan stated goaE; 3. �aad �a�+th E�EaM Form I� �n par#icl�a�ion: 4_ P�ir�e �aRtra�t�r Wai,rer F�rm; recelv�d by 5:OQ p.m., f�ve �5} ��ty l�us#ness d��ys after the bid oper�ang date, excl4is�ve o# the bid apaning c�at+x. recsi�+ed by ��OQ p.m„ F{+�e ��} C[ty buslness days after the iaEQ apening date, �xcl��ive of lY�e bid �pen�n� �laf�. re��lv[�d b}r 5:OQ p.m., f��e �5� C�ty busfness days aEter ilte bld o�e�3n� date, �xclus�ve of tl�e bkd op�ning �ate. received #�� 5;00 p.m., #'��r� �5) �fty b+�s��vss days �i#er the bid apaning dateT �x�Ik�sJv� o# the bwc� �p�ning �ate. FAILUE�� T4 C�MP4Y WIT�i 7H� �17Y"S NlNV�E Of��INAN��, WlLL R��UL7 k�J �`HE �3lD �EII�C �O�1SI�E#��D �lOEJ�F��SP�hi�l1�� 70 SPECIFI�A710NS. Ar�y questEon�, �alaas� c�r�t��t the 14�iIW�E �f#��e �i (817� 8T�-�1�4. 14ay. fi119�,}6 �►TT�I�H�1fENT '1�4 Page 1 �f 2 �1�]f �� �Of"� �01��1 �IS�C�V'�il��[��.' �LJSi�1��S �XI��T�]�1�� ��?�CI�����I�f1S ��� �YN������� �• ���1��+r�r� r�l���ilo�1 � I��, o�! ��D.Z— — _ — — -- � ---- — -- ��Ei �,��� ( , �l�ifu4L CONIP�1hYY F#ANI� _..-. �1��1��= i11����' 2�/�� ���.�N� �.�.���1� � ��Q�+� �C_'� ���� J�.� ' �c���_� �������,���l�i� PR�,�ECT NANI� � NA frf 4�'� ��'� i0*� PF��JECT !�U►4��£R — CITY'fi I1B£ PR�1�fECT[a[1�kL; f �J � _ � I)iSIS I'ER{:l.�.i�'!',iGL,�CH31�V�D: �� �J� _I• � �ail�re #o �om�l�te �his �orm, i� its entirety +nr�#t� su��portin� urnen�akior�, a�xd tec�iv�rd hy t�� l4�anager�g pegart�n�ni on o� bc3for� �:4� p.rn. �G�+e �5} City iou�i�ess �ay� �i#er ixid o��ning, �xclus�v� o# ixld o[��nir�g d�k�e, wlll rc�s�lt irt the bid be��7g ca�sfder�d n�r�-Fesponsive to bi� specifi�ations� � The undersig�r�� bRdder agf�es Eo e�ker kr�#� a for�na� ag�eeme�t witk� tF�e DB� �irrts for w�rk listed in this sche�ule, co�tdition�� upan ex�cution af a c�ntract w+t� th� City nf Fort YVoFt�. TF�e intentt�nal ��c��or knnwi��g misre�reser�catiar� of fa�#s ks gros�r�ds �or �onsideration 4� CII�s�4J�I��C��iOf1 21i5E� WIII f�5l1lt 1i1 tF16 �E� ��IS7� G0135�d�f�� :�on-�esponsive #� s��ci#icat�ons. _ - Company iVatnv, Cnr�#ac# Name, A�dre�s, and Te���l�or�e No. � �r.� ���,���� - � c•���� ��a�. ��cs �� � � ��. ,� � 1 ���, �-,�. �� ���. ���� ���� ��� � ��������� ������� ���c��tr� ������ ��, ��� .��� ,��r�� T�. ����'� � -.�� �� �S�`o�+ t��c= ������ � ���� ������ ��� N� ��r�� �� �� � ,sodv � T�. ���� � � ����� ��.�—���c Cffrtified �pecify �1�L Cantracti�g �pec�fy Akl �tems #o be Dol�ar Ame�nt Sca�e vf Work ('� � �u�pEied�'� I. ,�� � �� �� � �� �� � �� � ,� � ��� s��� ���� � ���r ����� � � f����+���.c k� l���T ST�IT���f �r��r�r t_ I]��s mu�i he locat�d an tha 9(nine} GG�ntY rnarkekplace or curr6n#Gy doing hu�4nes9 kn tk� r�ark�tpkace ak Ihe �ams aS b�d. �] � SPe��Ky atl areas En whfch D��'s ar� to ba ukflized an�for It�rns to he supPllad: �A �p�mPleta Il�x�ng af ikams Ea be auppllad la ras�ufred �n order �O re�oE�+a �r�dlt toward the D�E g[}il, Ti$�� lAeans #h� [evel ai st+bcoititracting f�e�ow tlt� p�ime conRractorfconsuifa�t. �,e,� a tl���e�t p��menl fra� #ha prfmo conlrac�or #o a su�cantra�tor is cansitl�red 1+1 tier, � pa�ment #�y a sU��eor�trac#ar tp iks ��r�iller E� c#nsEdered 2"'� tfor. _ __ _ _ , 'j It�entiiy eae� �ier I�uel. �E TH�S ��l�M !�lkll�i BE RE��IVEO 8Y TM� NIANAGING DEPARI'MEN� �Y 5.U6 p,m., FIV� (5� �lTY BllSIN�SS Q,4YS AFS�Ft BID � 0���1G�iC, �}t�LlJ91V� OF �'H@ r3ED r''a�NE1V� �I�tE Rew. 5�2�98 ���I ��� ���� � �� �� , � � � � �i �� � ��� �� ����. A�T�4�HN1�1�7 '�A �age � of 2 �I��1 O� �Df� ���il D��ad�r�n�age B�sErt�s� �r�t�rp�is� �p��i�i��t�on� �BE ��I�l�ATf��J I ��f[��321�'1�+ �3�ri�, �pf1��7G� �',�31tt[�, � AQdress, a€rd Telephon� Na. '�I�V��� ��r ���� ��� I S+ � f �C� �ro�- � ���� ��, �����z�d, ��r ��a��. � ��#' - �� .���i�fir��'S� �r�+l'���iPlJ�'i' ST�vc.- ������ �� 7 ���� �tr�� ��' /�"� ������ TY �s`�wr ��] 3�� � ���� I CCrlili�d � # w .� � �� � �z � ' Speclfy 14lI Contra�ting S�ape of Wa�k {`N ►� ��C���CIC.�� Specf4`y+ Afl Jk4�s t� I�e 54��}�i@C�[+} ,�`: �� ��� � }� � Dn�larAr[ka�ant � ��� �� �� ��� � �� D�o. �� �he I�i�der furthex agrees to �rovide, �'rr�c#ty #o the City �p�� r�c�umst, c�m�lete �n€� �c�urate info{m�tian regarding �ctu�� v�rork �erfvr�ned by alr sub��n#��ct��s, includir�� DBE�s} arrafl�ernen#�3 submitE�d wit#� this �id. 7he #�idder also gre�s to aiEow an a�di# arr�lor examinatio� of any b�oks, recoxG� ar�d fil�� helt� �y t#�eir �orr3�rany #�at wi�f substant�a#e u�� a�tu�l worl� perForn�e� �y #he DBE�s} on t�is contract, by �n a�#k�o�ixe� p�ficer or earepCoyee of tF�e �fty. Any �n#entror��� andlor know��7� �nisrep��ser�tat�on af �act� will be gro��ds for #errnir�ating tJ�� con#3`��t or debarrr�c3nt frvr� �ty wnric for a peraod of nqk f��s #ha€� t#�ree ��� ye�rs and far initi�tir�g acti�n ur�cfer F�derat. �tafe or Local laws •�ncernir3� f�lse stat�ments. Any fail��e to corr��ly wit�7 t�tis ordir�ance and cr��te� a re�aterial bfeacF� af cantr�ct may result �n a dete�rnirratio� o# an frres�onsible �ff�ror and ha�r�d frorn participating in �ity work tor a peri�d �f tirne no� '`�s� #�7�►�7 one {'I) ye�r. �} `�A 1� DBEs hh4}$7 �3� C��tTIFI�� BY THE CI�Y B��ORE �O�1�RA�fi AWARQ ��� � _ �����`•,. ���.t�-�r utF�ariz�d �ig�#ure � — ' Rtlnte�ignatu � � � �D�Y� :�� ��I�C� �,��lI�P6t� .� � � �r�.. 1'fl., � ��, �+�.r Tit e �o�kac� Name ar�d �itl� [ff �iff�fenkj ��o��o�r ��I ���v��i ���! ��l �) ��3 ' 3��� ��rt��any Name Tel�pha�e Number {s� �L+'� _l� C'G�G�.�S ��" �� � � l�t. �� �,� J��r�' l�i�,�,� �d�e�� �ax Num�er - �.�� �.s. I� �� � �� � ��� ��� 2. _ �;#y�S#ate�Zip Code Date — - T�kaS FO�thA MU�T B� REC�EV�I] BY TH� M+A#JACMNG €]�PA�iMEF]T �Y S:E}0 p.m.. FIV� ��} �ITY BIFSk�JE�$ I�J�1�S AFT�� �Ib O�EFiINC. �}�CLU��V� �F THE BIQ Q���fIN� DA�� f�ev. 61,��38 ATTA�W��iVT 1� Pag�r 'I �f 1 ��i�j bf �QI"� 1N��� Di��dvanta�e Bus�ness L�n��rpr�se �pec�ff�a��ons Pr'�m� �o�tr��#or INaive� �L�1��I---�r������`!Qn/ S�� ��� �9,��f 1�1�.� r ,�r � ��J�� �...��� . �� � � �� f�firn����mp2�rt�y h#��� - _ _ -- — �roj[�c# Narr�e — -- �,..� �ItT�S��i��*` t�. Oc�/�' — �� _ �� ��1�� �c�I�► � �l ��������1�' � Bid �pening [l�#e Prn�ect Numl�er — � i# both �nswers to ti�is fvrm are YE�, do not �am�f�#e ATTA�FEME#VT ���C'saod �a�Eh �ffart Fvrm}. All questl�ns on this form ���# �Oe �om��eted a�d a detalled �xplanati�n provided, if a�p�ica�le. 6f tY�e answer to eitF��r q�x�stion rs r'�f�, ther� �rou must �om�let� ATTACH�41��fT �IC. Th�s for� i� or�l� a�plicab�e if k�s�ll answers are y�s. Faf�ure to co�np[ete t�7is forrn �� its entirety ���t� be ��c�ived by the 14�anaainq ��par#rr�er�t o� ar befor� S:OQ n,r�r.. �ive f�1 ��t� ��sir�ess �ays a�ter �id op�ninq, �xclusive �f �Y�e bFd ope�ting dat�, will resk�lt i€� the btd h�in� cons�der�d rtan�res�o�siv� to �i� sp�cifFcatiohs. 1N�11 �ou p��o�rr� t�is er�tire con#r��t wi#haut sub�or�#ra�#ors� If yes, pfe�se provic�e a d�t�ilsd expfan�#ion that �rov�s bas�tl an ��ti� �ro��ct, t�i� as �our nor�ma! bu�ie�esa ��actice and p�o�Mde an yo�r ��skr�ess. � I�Vilr you �erfotm this �ntir� �onrtr2�ct witl�ou# su�pfie�s� Yes IVa If p��, p�ease {�r��+ide a c!e#�i��d explanat��n that �ro�es ba��d �r� the� si�e and sco�e of t�l� proj�c#, this is your �aFinal bu�it�ess pr�cti�e atnd provide an inven#ory �ro�le �f your �u��n�ss. 'Ye� ,�No th� ���e ar��l s�ope ape�ation�l pr��l� � of o� The hi�der furth�f agrees to p�ovide, �i:ectly t� #h� �ity up�� reques#, camplete �nd ac�urate �r�for�natio�r regarding �c�►e�l work performe� by �I! s�lb�or�tr��#ors, incl�dir�g ����s� on tliEs cqr�tra�t, tl�e payrns�tt t�erefor� and any proposed changes to �h� �rigxnal ����sj arr�na�[�ments s�b�rr�tted w�t4� tF�is k�id. YF�e btdder ��sn agraas t� allow an �e,�4� an�l�ar examinai�on of �ny books, records an� fil�s h�ld by �he�r cor�par�y tF��! wllf sub5#ar�ti2tEe the actu�� uw�rk �erforme� by the ��E�s� �n this cor�tra�t, by �r� authori�ed vffi�er �r orr3�loyee of the Ci#y. Any inte�#xo��k andfar #cnowing misre}�res�ntation �� tacts 3nrill be g�oun�s for teFrr�inaking t�e oontra�t or de�arment from �it� wark for a pc�r�o� �f no! less thar� t�ree �3� �ears and far ini#�atf�g ac#fon ur�d�r Federal, Stat� ar Local law� ca�t�erning fa�se staterr��nts. Any fa�lur� to cornply+ with this vr�ft7�nce �nd �reates a material bre��l� of c��rtr2�ct fnay res�llt ir� ��et�rrrxin�ti�r� of �n i�tespor�s�i�le �if�roF �nd �arred f�orn p�rt{cip��lrtg ir� Ci#y w�ri� for a period of time r�ot less #han �ne (�� yea�. ��� �� �#�thori,�e ' natur� � � } -` 4�+ � 1� Fa ���I F5 :�_� f f Tltfe � ���0�+7 �+��1l��Qrt� Carre�any Narr►e �G�UI �1. �c��.�s,� ��r��.1 .��a��� �a������ - �� � i,�-. i���.� Ptir��ed aignat�re . �c��Y� �Oc�.� �orrtact f��me (�f di�ferent� �s�����- .�� ��s���ctTele�ttonet�l�amb�r{s� - �'l�� �`�.����,� ��� t������ ��w. �f�+�� ATTA�MIUIE�T "kC I�a�e 9 nf 3 �Ft}f O'� F�1'� �NDI'��'1 11�iir��r��}r and 1JVorx��n Busine�� �nterprise ���� F�41TH EF��F�� lioCEarrtar� �orportation �rirne �orn�xan� Name r�a,�e���r �� ����� Bi� Date �askle Circle L��e WortF� �anit�ry �ewer �orce �fa�n a�rd Lift �taklon �ra�eck Narne p�4fi-07'04&0'�386fi8DOE i�o.344� P�aject N�mbe� E# yau h.ryve faikod ta secs�r� M�W�� p�flick}�ativn �nd yo€� have subcon#r�r,ting art��or sup�l[ef oppo�t�rnf#les or if youri MiW�� �7c'7f�ICIpSt14Fl IS f$5$ �fil�ir �rl$ Ci�}�5 �f4�4�t Lj0$i, you must corr�p�e#e lhrs �arm, ! If the E�ic�der's �et��d of carr�pl��ance vv�th� the f4�JWBE g�al is krased �t�on derr�onstr�t�on a� a "r�oud #ait�r eff�€�", the #�idder will t�ave the burd�� of carre�f#y an� �cce�rate�y �repa�in� and sub��t#€ng the docum�n�ati�n r���irer# by #k�� �i#�r. Com�li�nce vwi#Fr each item, '! tk�ru B be�o�v, �halr �atisfy #k�� ��od Fai�h Effo�t rec�t�irerr�ent a1�se�t proaf �� �rauc�, ie�#entior�al an�lor icnowtn� rnisre�resent2���o�ti the �act� ar �r�tentivn�l �fscrimin�#iorr I�y t#�e i�id�ler. Fa�lr�r� xo corrrplet� t�is �afm, In f#s enfE�ety w�th s�pportir�� do�+�rnenta#Eon, and eeceived by the ' I�Jan�gin� Depaetrr�ent �n or before �:00 p,r�. five (5) �iiy �usfr�ess �a�s after bitl openin�r ex�l�si�re of bid openir�� d�ke, will re�uE# �� tlie bid be�r�g cqns�dered rsor�-respor�sive to �i� specif�cati�r�s. �,j Please list e�ch ar�d e�rery sul��or�tr��t�n� �ndfor supp�ier oppoft��nRty �DO N�7 L#�T F�A�41�� OF �IRM� w�ic� wHl be usr3�1 fn t��e �o�pl�lion of k#�is pro]o�t, regardless of whether it is #t� be �roufd�d by a h1411uV6� ort n��r- MJW��. {tlse addf���rt�l sf�$e��, ii r�ecessarY} Lis� af: �ub�orttr��ti��l �Rp�rtuniki�s I��st of: �un�li�+r Oqpnrt�nities l�rt�+� �12�18 f�TTACHi41��iT fiC �a�e 2 �f 3 2.} �iid you n�tatrr a�urro�i# lisk of ��V�r�� �irm� Prorn the �iky's Mf1�B� Offic�7 T'he �ist is cansrd�e��d Ir� cornpl��nc�, 'rf ik �� nt�# r�ors ihar� 3 morttns oRd frnrn tho d�te o� �iid opening. Yes �� i�a#� of �istEng J 1 �.} �id you sof��it bids from i�1�1N�� f3rrn�r v�rithin the subc�nt.ra�tir�g ar���ar supplier areas p�evlo�siJr listed, at feas� ten ca�endar d�ys priar to #�id o�ening by rrr�il, e�ccl��iv� of #1�te d�]r the #aids are o �e r4ed'� �'es If �res. �.tt���t MNV�� rn�11 If�Ein� ta in���ucf� �arr�e of €irm ar�d �ddross �nd � d�tet! F�o capy af C�ttef maiE�d. �.) Did y�u solf�lk l�itfs fr�m bAlW�� Ffrr��. w�lhi� ti�e suf�corstr�cxing ar�dln� su}�pli�r areas �revi��sly Ri�ted. at leas� ten calendar days prEor ta btd ap�ning by tefephot�e, excEusfve �f the d�y the �ids are ap��e[l? Yes if �+�s, at�a�h lisk to includ� r��rne o� MfWB� fi�m, ev rson can�acted, No phane numbe� �nd sia�te a�� �irne af cafltact. 1VOTE: A fa�simile rraay b� Us�d to c�rx7�ly +�ri#h eith�r 3 or �4. bu� may r�ot be used far both, IP a facsirnilE� �s �sod. ait�.�l� the fax canfirrnakior�, which is to �ro�i�e N1fW�� name� dat�, #ime. #ax nurr�k�er ar�d docufnentation faxed. NOT�: I# a 3iC f�si af �41JWBE is te� nr less, tFae bidder rr�ust aontact ihe entlf� i�st �� be in CUft3�Ifdr�Ce wilF� qr�estians 3 an� �_ If a sic list of iullWB� i� rn�re tl7�r� {�rt, the bRtlder must �antack �t least two-t�ir�s of th� list �uk r�o# less �h�r� t�n to �e in co�npliar�ce wikh q�eskians 3 and 4. 5.) Di� y�u �r�vide plans and spr�cafi�z�tiana #o potential MlWBEs ar inforrnation �eg�rding rhe lo��t[on t�f p�ans and specif�catior�s in order to assist #he {41�1V��s'� Yes �o 6.} �€14ffW�� bEc#s u�rere receiveri an�l reject�d, yo� rnust: �� } l�ist #I�e AllJ+l��E firrns an€� t#7� re�sor�{s} for r�j�ctior� (i.o,, quatatior� r�at comrr��rciafay reasor�ahre, qua�ifi��tioe�s. ekc.) and (2� A#�aGh af�i�#a�+it �ndf�r �qc�rment�ti�n to su�p�rt #he ��s�on{s� I�sted beaaw �i.e.. let�e�s, rne�nos, #aid�, k�leph�ne calls, meeting�, etc.� {P�a�aa t�sr � Cc!}��arrafi sHt�fs, !f roec�ssary, ana� � t�eah.� Cvrr�pany Naerte �elep�one Cn�#ac� �erson a�c�p�3 nf 1N��'k Reason for Rej��#ion ���, s��a 1ATTACWNI�I�T 'iC 3�a�e 3 of 3 �D ITI D�+SAL.131F'0 RNIAT �O[+,4: P�ea�� p�avide addit�onal P�fvrmatioi� you �eel wi#� tu�#her e�cpl��n yaur gaod a�d hane�t ��orts �o obtalr� IhfJl1NB� pa�ti��patf�t� on 3nis praj�ct, The b��der furkher agree� te pr��ride, die��#��r �o the ��fi�y upon r�qu��t, c�rnplete and ��c�ratie 9n#orma�o�n �e�ard�t�g aciu�l wor�C perforrn��# on #hi� ��n�r��t, #h� payme�� th�reof a�d any propos�� cha�ges to the or�g��al arrar�g�ments s�ak�rnitted wi�#� ��i� f�id. "�fne b�dd�� �I�o �grees #o a�lov�r an 2�udf� �ndlor e���ninati�n o# ar�y books, re�ord� �r�d f��es held b�r their compan� 4M�t wi�1 s�hsta�ti�te #�� a�tua�1 v�ro�rk per#orn�ted ar� thi� ��nt�a�#, b�r �rt ���horiae� of�i��r or e��lo�ee �f #h� �ity. �Ir�y Intentioria! �t�d�or ��towing tr�isfepre�entat�on o� fact� uvEll be grounds #crr ��rrr�ir�a#�ng the �nnt�'act or debarmen� from �i#y work �n� a�eriod o� not l�ss than thre� ��) y��rs and #or init�afireg act�o� ut�der F��f�ral, S`��te of Lo�al la�r�r� conce��ing ���s� stat�Enen�.s. �4ny fa�lure to �ompiy v+���h �h�� �rdir�an�e and �re�t�s a rn�ter�aM bre�ch o� �ontrac# rr��� result in � d�ter�lrt�t�o€� o# �re irrespo�sMble oiferor and b�rr�� f'rom �ar#ici}�atir�g In �ity wo�'k far a perEod of t�me no# less th�n on� {'I� �ear. TMe t��derslgned �ertifie� th�t tfne 9trfiorma#��tr provided ar�d #h� Ni�WBE(�� 1�st�tl u�raslwere �o�ttacted in good faith. 1t is ur�de�s�ood th�t ��� M11�f1�BE�s� �is��d �r� AtEac�tment 'l� ►r�►lll be contact�d and t�te r�as�r�s #or not �sir�g tF�er�'r w�ll be verif�ed b� the �ity'� �JWB� Off���. A�t�rori�e� SEgnature Prin#ed �lgr�atuee � �it�e �onta�t Ida�e �r�d �iile (If dlfferent} ��mpa�y Name � 7el�phone Number(s} �I�dres� �ax Number � Cltyl�t�#�el7�p - - � - � Da#e I,,,'llllllllllllllll�lllllllllllllllllllllllllllllllllllllllllll�llllllllllllllllllllllltllllll� � ��tDEhl�llV�E �d�. 'I'19�3 (J�4s Arr�e�d�d E3Y ��dir�arl��� #'���3'I, 't��E��, 13�T'4 & 13T$'�� REPE�,L�lVC AL.L MINORITY �hi�] V�1�C�IE� BU�IF��S� E�7���P�t1�E PO����E� J�hii} D��Ak�1�J�1[VTAC�D �U�I�IE�� ��1T�RPRI�E P�L��IE� �R�V1�U�LY' AD.lUsi�D; AD�PiII�� A1�f C?1�D1�1�[V�E 'f� F�E�IEDY TE�� UNDEF�UTILF�IoITI�l� �� IU�1N�i�i'�"Y J4�ID i��NIE�f �L1�II�ES�E�, A�l[� �� Ef�HAiJ�� T�iE �1TILiZ�1.7l�T�l �� �A�I�; p�FllVIN� fU�1�1�k�MiY B�.l�lC�1��� Eh1TERPF�M��. �11�� 1N�MEN Bk��1NE$� E�VTER�F2��E F�C� PURPO�� �F ��R`�I���A�lO�; i��Qtl�Ftlf�� NlIh1�F�ITY BkJ�IC�,iES� Ef���I�PRI�� Ah�D 1N��VI��1 BU�IN�S�� E1V1fERPRI�� �'Af�TI�IP�►i�T� T� �� Q1.��4k.I�iED A�lD DOfNC BI��INES� I�1 L.���4LITlf Ff��M �JVHI�H �H� �ITY R��ULAF�LII �OLI�IT�; Ap�PT«� �'HE l�.S. �Ih��4l�� Bll�1�1�5� ADM{NI�TRl�47101�'� b�FINiTi�� ��R l�44 ���E ��AI��ARD; ESTABLI�HIlV� ��PARATE ���4L5 F�+R Mi��F�ITY BUS1C�1��S ENi�RPRI��S �4�VD 1fV�Nt�td �l.��IN��� EIVT'��PRES�S 1[� THE SP��IFI� ��t�AS OF ��I�I�TI�U�Tf��V, Pi������1�x+lA� ��R1�I�E� �IVD PUI��HA�SIlVC: �St�4B�I�Ni�I� PE����DL#F2�� �'Of� ���.���T sPE�EFf� COAL�; PR011�DI�l� �Ehi�RALL.V ��R TH� �I���EDUR�� i� B� F�LL�I�f�l� I�! �H� BID�PR�P��1�� PF�O�ES9; F��(�l�lF2��lC Bla�}ER� T� SUB�IIT �]��UME�1'i�►Ti�[� �F �DMPL�A�l�E 1[V OFtD�R 'f� B� �ESPO�#��1f � T� BIE�lPF�OP0��4L SPE�1�1��1TI�h1�; ES`�ABLkSF�I�V� �V�411l�#� �F C��4LS P�t���DI�RE�; ALLOiN��I� F�F� D�BARAII�I�T F�R IUiISREPR���hl7"�TION �F �1���`S A�� #T ft�LA'�E� T� ���IP�.IAI���` PR�1�l��N� ��1��RABILI'r'Y ��,4USE; �#f�D PR�11�D1�1� Ai� �FF�CTIV'E DATE. �}�I�I�AN�� HO. 7�+��1 AN Ol��7E�iACV�� 1�kM�NDl1VC �ITY �� FORT W�1�7ki OI���N�4f��E lV�, 'I'[9�3 �Y �4NlEhfDIN� P�#F2�4CRAPH Ill Fl��E PT !�� ��ER�AIf������'M��R�C�UI E[J SY �RD hf�44V E�i� �����; p��v��rr�� TH�4T ���� 0��l1��4�1c� s��LL s� ��Muf�711r� �� PFlI�R �R�lfVAIV���; PRD111lC]IIVC �4 ��11�RABI�.ITIf �LAfJSE; 1�I�F� PR�VIDIhE� A�1 EFF��711f � D�4TE. {�4rraer�drrxer�# �ncorpo�a��d trr �J��f��arrce #?3�7? Amer�drra�r��s� �E�DIAI�I�I�� I��. 'f �456 �4lV �I�bIN�N�E ANi��VD�hi� �I7Y (?F FDR"f �N�i�TW �RDI�11��l�� [V�. 'I'19�3 Bl� �IIh���iDEhlfi ���7f�N 8 TO �f��AT� TH� I�IN�f�ITY �4N� W�Ni�N'� �U�1h1E�a �N'fERPRISE �#�1Il��RY ���IIUIIT'���� SP��IFI�Ih#� DiJIT�S� E�T�IBLI�MINfi �"�R�19 FOR Ih��M���S` PFtOVID1IVC� TI-�1�7 TH�� ORDINA�1�� �l�J�#�� B� �u�Ju[,.�Ti�E o� PR1�F� o�D�hl�4�J���; ��oV��lhi� ���r��BIL.I"fY �LAU�E; AND PF��IIIDMi�� AIV E�FE�TIV� D�S�, _1_ OF��1�VAhf�E �V�. '13�7'� �#�I OF�DIN�1N�� A�lE�1D�NC ��TY �F �Qf�T IN�F�TH o�oir��r��� �a. ����� �v ��n��va��� ���fir�r�� � �, �a�� ��n�r��ir�� ��'��c�n��r�� a; ��o�rr��rr� � s�v�r������ c�,�►�s�; �ara�a ����rr���� �� ��F�����r� ��T�. o��N��n�c� r�o. ���a� �� a���n,�ar��� �►n�����n�� c��v o� �o�� u�o�r� OR��NA�t�� kV�. 1347'I B�f AMEf�DI�J� ATTA�H��1+�T I� PF�01lIDE1+l� A��1JE�ABiL�T�f �LA!lS�; J�F]D PF��1fI�liVC AN EFFE��'k1l� DAT�. L��E,A�, the �ity �a�r��il commissioned an �v�►�labili�yf€]tsp�ri�}� �tr�dy ��tud�) c�o�duc�.�� b}� Brawne, Bart� 8c ��ddingi�on, Xn�. {BB�� �nd � Public He�rin� {Hearing� car�c���t�d b� �ara A.n��rson, �sq., ��d .�c�und dispari���s �n the �tiC���ti�� ��" n�inorii� and w��nen business e�te�grises in cc�n#r�c:ts awarded by ��i� �ity of F'prt 1�4{o�'tli ��i#y�; and WH��t�AS, tlie �i�xdy ��c� Y�earing fnu��d that dis�rin�i�3ation c�c�uxr�d in th� m�j�r ��n�r�ctin� areas (coristr�s�t�on, purch<��in�, nrtd �ro���sia€t�l sert�icesj oF tjie �Ety of To�t Wc��[i� and r�sulled in signi['ic�nt �xiYderu�iliza#ion v�' rnin�rity� t�txd wair��rt bus�i�ess �r�t�rpr�ses; and �iEI���, r�x�yori�� �nd �v��nen busi�Y�s� er�l�rprises ltave k��d and c�ntin�M� xa ]x�ve c�i�'�ic�a�tkes kt� ol�tair��n� �'in�nci��, �vr�ding, cr�dit, ins�r$nce, a�d assisi�n�e prograrr�� liavc n�� be�n e�`fe�i��e in eiti�er remedying #i�e effa�t� 01' undes��ili�a#tor� in �i�� contractin� ar iiy p��ve�t#ing on��ing �ir�dcruti�t���i�iy; and W�LLI2EAS, the S��d�r �r�� th� �leal��r�g d�terll�ll��C� �I�ai C�C�-r�eutral al�e���tives fvr enitancin� �inori#� ��d v�r�rnen �U�i�ess ��te�prise cor�tr�ClL��g are rto� cornpl�tc�� suffi�ient; �nd �H�?12�A�5, lhe City ��,� a�sa b��n a gas�i�v� ��rtieip��t� in �is��imi�t�tot}+ b��,avior gractic;ed h�+ pri�v�tc it�d���ry with�r� the Xel�v�xnt IVI�►�'l�e�pl��e it� l�h� ��av��`d o#' caniracts [o minorixi�� and u�ori�eri be�sir�esses, tl�� purp�se of il�is ordin�isce i� i'o overco�ne !�e effc�t� o� ihis p��� ur�der�tilizatio� a��t� �areve�# a�xy or�goi�7g dis�rirninat�nn in tl�e �ity"s �ontracting proo�sse�; �►t�d �VI�€EI�A�, kl�e �ravisinn� of t#�is o�d�n��tce ma}� incr�ase ll�e �tiiiz�tiori o� msno�ity and worr�e� �u�ir�e�s et�terpr�se� in car���a�ts a���rd�d by the �it�r �f For� V�f�r��t; an� #�� WI��RF�1S, tl�e ��#y �ouncil n�v�,� desires �o pro�id� a n�rrowl}� ��i�are� r�mec�y fc�� pa�t u�t�eru#ili�atiost �f r�ti�nor�t�+ a��ci w�,rnen basincs�es throu�lY tt�� �nnua� s��t3n� �n� dcfin�ng of �er�ent��e ga�ls #'o� d�ff���ent �ategor�c� o� ca�tlr��ts, p��v�dir�g �e�r��t��s €or f`ra�dule��� ��isus� �f �his ���inar�c�, r�quirin� �r�g�lar r�vicw nf t��� neaes�it� f�r tl�e �xavisia��s a� �i�is or��r�an�e, ]irn�ting tlyo�e miriorit� �nd vv�rr�en's bus�n��s e�terprises t�at partic����� ���d�r tlri� o�di��nce !o tllose ��ai q��tlif� aixd �o business �n th� �tcy's IV�arketpf�ce, pr�vi�i�g �o� �aos� i�id su�rnission of requ�r�� i��orm�#t�r� ���x►t m�nori�y and wome� b�si�t�ss c�ierprises �nd esiablishi��g �x�iver o� goals �rocedur�s; �If3Vi� "�`IIEI�F�R�, SE �I" �I�D�II�iE� B� �� ��TY ���I���i, C}� `�H� �ITI� �� F��T W��'�'I�, TE�AS, TH�"�": �F�'T��A1 l. It is th� p�licy of ihe �it}� of �'ort V�t�rcl� l� �tt�rnp# to �,rovide a y����t�dy Fnr p�st 4�r�d�rt�#ilir.��ic�r� �f c���l�fied �ir�ori�y �nd �vom��� husiiY�ss�s and preveiYt ong�i�t� underut�li�atian �f mirzr�rity as�d woinen busir�ess etxterpr��es �n tl�� C;it�'s co�t�'�cting process �y e�s�rin� ll�e F�11 artd ��uit�l�le pe�i't�ci��tio�t o#� mir�n�it}+ and w�men E��si���ss enterprises irs the provisi�ry of goad� �nd ser��yc:�� to tlx� ��ty �n a co�tract�aal ba�is i� the m€�n�er i��ntif"iec� in Attachmer�t � of this ozdii��il�e. ���Tf�N �. �A�rte�tde�f b;r �rdi��r�ce ����l�j T��e uf�����e g�aJ af fhi� ard�r��r��� is t� r�m�r�y ��ae e�'ecfs o�` pas� t�r��err�ti�f�a�r'�� ir+ tla� N1�rlce�pJ��e b�r ir�crea�r'ra� �he t�s� �f r�ai�orrty ar��{ tvor�aer� busr`rtess er��erpx�ses above the pres�r�� favv f�ve1 �o or�e mor� comparab�e �o �#reir a�r�if�b1lFty ir� fhe �o�t CNorth �U?arke�pfa�e. T1te ��ty ��r��g��` s�iall re�orr�r�t�r�d �� �r�rr��f go�J �o� MB�lU�BE p�rti��p�tlor� ir� �rt}� �procr��naer�� ���r"�r1�i�s, based upora �h� a+rarfab�l�#y w��h�rr �f�e N?arke�p�a��, The �o�fs, #ases� up�rr ��r�ifs�b�fr`fy� �f��Il ba �h�r#eer� p�rcer�t (�3°fo) fo� m��tor+�y [��s+r�ess�s ��rd tweJve �arcer�t ��29�oj for womer� br�srrresses an� �l�a�l be r�evr'ewed as pr�v�rrded for' �Jsewfa�re �rereir�. These �oaJ� are rro# quo#�s. ��G'TI DN 3. �1#rner�af�d by �raflr�arrce #�i�.47'�� �1�� �ro�is�or�s �� �hr'� orr�r'raanc� �haN �p�l�r �o �1! �ora�ra��s av�rarc�ed b� �he ��t}�, except as rr�a�r be #��reaf��r� sp���fr�all� e�c��rr�t�r! Wlrer� corr�r���s �rr�of�e ��a� exper�df�t�re o� fe�}�r�� or stat� �r�r�r�s, .�Fre s�a#e or �edera� �o1�cy related #o MB�1V1��6� o� _�4 DB� gartr���at��n m�y �a}ce pre�ec��nce over fhis or�i��rr�ce. Tfre �ro�ris��r�s af ��a�s oraf�r�arr�e sha!! be l�b���lly co�s�rued for the a�corrrplrs�rm�r�t �f i�s po�r��es �r�d pu�po�es. �pe�1�i� groa�� sh�ll be es��blr"shed �rr �he ar�as �� cor�str����on, ��ofessr'���f s�rv�c�� a�7d purc�ases of ol��r g�ooafs arrd �ervr�es. A�oa� rn�y� �r� ��# o�� �rrc�i�itlua� prajec�s b�se� or� #he �y�e o� uvork o� ssrvr�es �o b� �srformed, or goads t� be acqr�r�ci arrd �he �varfab�fr'�y of na�r�or�#y �r�d �vom�rr b�r�irr��s�s r'r� [�re �i��"s MarketpJa�e. SEC'Y'��� 4. �I'�e pr�visi�ns af �his �rdiri�tn�e stsa�l �e co�skdered in �de#e�ni��,ing tMe r�s�a�nsi.ver��ss to spe�i#'�ca�io�is oF o�'fes�ars to #he bidf�ro�os�l. The �itp s1��1� cons�dert t�ie afFerort� r��ponsiveness €o ��i� ordii�anc� i17 tlic ev�2u�,ti�� of bid�lproposa�� a�d s��l� award ca�tra�ts to t�i�; �ow�st r�s�uyYsi�lc of�ero�' �x�e��i�g t�e s�eci�ic���ons, ir�clusive of compliancc co ti�i� �ninorit�► a�td woroer� b�xs������ an�erpris� ordir��nc�. SFC3'��i�] �. l��l��rinent �roce�u�'e� s�ail b� esrtahlisltie� fo�- �'irrns wi�Jf�illy misr���es�:��in� tlie facts in ��rnpli��tce ��ith ilxis ordi��nc� to lfte �ity�. ���TI�1�1 6. ��ivex �roc:��4ir�s to th� tegulatiotts �stablis��cd �n �his �,rd�n�nce shall bc pro�►it�ed for �ity proc�re�rient ��#iviti�s wh�rc � �ubCic ca����t� requ�res t�e emergeacy e�cp�r�€�iiure oF fur�ds; tltc pt�r�h�se of goa�s o�' services #'r��tx �ourae(s� �,+i�ere �ub�nnlra�t�ng or s�ppIi�r op�o�ttattiti�s r�r� �on�x�s��r�t; w�ere ,�n economic risk �r und�ae delay �or xF�e acquisiiit�n c�f goads or services will be imp��ec� or� t�te �it}�, or wl��� ��te availa�ilit}� of ipinoril� ar�� worn�� businc�s�� is ���ligib��. S�C'�'SQ1� 7. _�_ �'rosn �n� after the dt��e #�is �or�fr�an�� tal�es �t'�ect, it shall sup�x��de �l� psevio�ss �it}� �ou��i! l�oii�ies aff���ing minori�}� �nd worr�cn ��xsiness enterprise Al]CY C�1Sa�V2ki1t�1�C bu�i��ess cnte�rp�isas. S�C��O1� $. �Amer�ded b�V Ord�rr�nce #72�456� a) T�re ���y �F�r�ager, �r�th �fae �c�'vrc� �rrd �o�rrse! o� �#re N1�r�or�f� ar�d 1Norr�er� E�s�r�ess ��rf�er'prr'se At��r�sary �orr�rrx�t�ee �N�IW���4�) wv�a�cF� !s herer'r�af#�� �r�a�erJ, is �rereby �i�#f�arr'�ed to esta�l�sh, r�n��errx�rr� �r�d arlrrr�r���te� �`��+�f�#�or�s r�e��s��ry to ��rry or�� ��e r'r�fer�t a� �fa�� ord�rrara�e. b� The l4�I1�B�AC �s here�y form�d to monit�r �Y��s or�#�rr�r�ce ar�d to pra�rr'r�e �or�tr'ra�ir�gf r+�pt�� to the ��t� �ar�ra�il �r+ ��re p�o�$e�s o� tl�e lUf8�NV8� ��ayrarrr. T�� N�I1r�B��l� sh��l serve �rr ar� �cluaso�y ca��c�f}+ to the ��f� �a�r�c�l, �r�d �1�aN �ss�s# fhe �rty Nlarrag�r rr+ irr�p����rr�irrg t#a� �royrarn. �� Th� MNVB��I� sh�f� be �orx�posed of � to�al �f thirteer� ���� r�aerrxbers, co�rs�sf�r�� �f or�e raepreserrt�tr�e each �rorrr f1�e ���e ��) ��arr?bers o� �orrarr�er��, fwo ��j ce�r`�aed aVfB�s, iv�v ��j �e�f�fied 4�8��, ar�d fot�r {�f} repr�s�r��atr`ves of �ro�essr'or��� or'�a�r�atr'�rrs. T�re rrrer��rbers sha�� be appt��r�#ed �y� fF�� �r`!y �o�rrr��f for ��erm o� tv�o ��� ye�r�. No rr�errab�r sh�f� serve rr�ore th�rr �F�ree ��j �ortse�u��u� ter'rras. A oharrp�rs�r� sl���� �e ef��#ed �}� a rrrajorifjr oF rra�mbers �# �f�e lrr�# o��r�l me�tr'r�g. S��'����I 9. '�"�xe ��t�r �:ouncil �halX Ye��s��xrl}�, �t least evcry #�xrce (3} �ears, det�rinir�� ��#�etl�ei tlY��•e is �t ct�ni�n��ir►g necr! far a n�inorily and wont�� �usln�ss �ritcr��'i�e program, �t�k� rele��n� fin�ir�g�, and, iI' n�c�ss�x}r, rep�al i� w���e ar ir� part ar e�a�t appr�pr��t� a�er�dl1�ents L'o ll1�s o�'diara��c�. �E�'�"���7 1�. it is her�l�� �eclared �o �e �he intentioy� af the ��t�r ��L�n�i� th�t lhe seclior�s, �ar2��ra}�hs, sen#cr��es, cl�k�s�s ttnd p�tr�ses of t��� ord�t�ance are sc�er�ble, �nd, if ar�y �1�r�se, c��,�s�, ser�ta�t�e,. p�ragr�g� or sectior� of �l�is �rd�nar��e sl��ll bc d��lared �r�coiis�i�ul:io�xal b� tlne valtd judgr�tc�t or decrce o£ an}� cou�'t �� cai�pet�n� .�ur�s�iction, s�tch ur��onstitu�iona�it}� sl��►�1 noi rxffcct a�}� o#' tktc remair��n� p�r����, c3au�es, scn[en��s, �r�r�grap�ts ��td I ��� �3, "��xr�#rasr`r��" r�ear�� �J�e b��rfr�g, rer�#�r��, feasr'r�g or o�}�er�+vr"�e ob#a�nrr�g o� ��q�r�rr'r�� a�}r sr��pl��s, rrra��r�a�s, �q��prrrera� or servr�es e�€cfr�rlir�� �ora�frc�c�iorr ar�d�rof�ssiorraf sert�l�es pr�vr'or�sly def�i��d. ��, "C,?u��r`�eaf" rr�ear�� ar� �r�c��tr�dr��� or bc�s�r�es� e��rt�r laavrr�� previo�sly per�ormetl o�' �ec�#ved �r��r�#�g in �h� uvork, �r�clr�s�ry orprofess�or� r�qr��red �b. "1�egr��ar �e�,�er" J� defr��ed as � frr�r� ��r�� o�+vr�s, ogerat�s, t�r r�aair���r'rr� a�tare, a vt�arehot��e, or o�he� es��bf�shm�rr� �rr �vlai�� ��7e m�#err��s or �up�fres requr'r�d for the corr�ract are bougla�, �ce�� irr s�ock, �rrd �re reg�rlarfy �old reta�f or t�vholes�fe. ��. "�ubc�n#ract"` mearr� �r� a�r��rrrer�# befweer� �he �or��r`�c�or �r�t� ar�afh�� b�sr'ne�� ���if�r t'o� ��i� per�orrrf�rr�� of work. �7'. ���ub�ar�#ractl�erp���er �ppor��rn�!`jrr, rr�ea�rs �n ar�a wher� t�ere r's more thar� �ne 11�SL� or WBL�` s�bcvr��r�acta�lsupplfer �r� the m�rket {�l�ce. ��• "T��/ fR rr�ear�� fhe }e�e1 of �r���ont�ac�rr�gr below #he pr�rr�e �or��ra���rl�onsr�f��r�t, � �.�., a drre�# paym��� fmm ##�e pr�r��re �orr�ra����• fo a�ubcora�r���or r'� �or�siderer� 'f �� �rerr � pa}rrrr�r�� by a sr���on#r`�c��r �01�s sr��pfr'er r� �orrsrd�r�d �°`� ti�r. �9. "'I►Vorr��� ��s�ne�s Er�te��r�s�" rs ��Frr��d a� � quafif��[! br�s�r�es� �orrcerr� �o��te�{ rr� �F�e �arJc���qlace or p�a�riafe p�qof of dor'r�� }��sir��ss �r� �f�� �arke�plsce �� [he �im� o� bid o{� �r��rrg or �h� op���r�g af r�spons�s to requ�s�s far p�opo�aJs, rr�ee��rrg �he folfo�rr'r�g� cr�t�r��: 2�. whi�f� �s �� fe�s� �'� �p�rc�rat owur�e�f b� one or rr�ore �vorraer�, or, ir� �he �ase of ar�y publrcly owne�f busr'rress, �� fe�s� �7 �er�cer�� of tf�e s�ock rs t��vned by one orm�re womerr; ant} b. who�e m�nagrer�err� ar�d cl�r'!y bus�r��ss o�e�a#ior�s are cor�#rolfec! by orre or` rr�or'� ���ren �rh� o�r� i�. �0. `��arr•rbirred �on#r'��#r' me�rrs a�or��trr.�c#r�r� cor��r'�ct w�ri�h irr�f�clas pa�ir�� an�lor [�r�ir�ag� e�emerr#s of eo►�s[r�rcff�r� AN� wa�er �r�[�lor s�r����ry sew�r �ar�str�rcfrora elem�rr�s, �r�� tfoes rro� inc�ude a s�arrc��rc! w���r s�rrdlor sarrrfary se�nrer cor�#r��� wl7�re #�� p�vemer�t rs ter�por'ari�y �r �ermar��r��1y r�paired �r�d �F�at repa�r i� r�o� � s��ar��e �rni�. (�q�#�eal ,by� ��dr`rr���� # ?3�8'�J �� �'ROC#�AJ4f� G�AL �4. �l �}��vi+r'd� yo�� for ti�e u�r'Jl�����r� of rrx�f7orityr b�srr�ess err��rprr"��s (MB�J �r��+ �rorn�tr busr'r�ess �rr�erpr�ses ��V��� s�afl be r�vr'�t+�ed �r�d �ppro�r�t� anrrr��l�y by �f�e Ci�y Ct�crrac�l '�. T#�e C1fy AR�na�e� sh�l1, ��r ar b��o�� ���ober 3"� o� e�ch year, begr'nrrrr�g �o#ob�r��, ?9��, �orrd�r�� ar� ar��ly�r's of �Fre avail�bf�r�yr o#�JB�� �r�t! WB�s �rrd -� U- p�eser�f to �#�e �ity Car�ra�� ar� ar�r��a� �'s�or# orr 1Uf8�W�� a+rar'�ab�f�ty arrd u#�1���trar�. �. B�s�d ora �J7� �vailablfJt�r o€ MB�IWB�s �rr �ir� IVfi�r'k�#��a�e er�t� �he �fty's rrros� �e�er�� groa� ���airr�n�r�t ar�d �vr'fh ftre �ad�f�e �r�d co�r�se} of ff�e NIkN��A�, �he �i�y M��a�c��r sha�f r��orr�merrrl �a �h� ���y �a��rr��! a reasorra��e g��� far �1�� r�rr�arnd�r �� �he ��rrer�t i�scal y�er. 3. The goal sh��f b� ex�r�ssea" r'r� ��rms of a per�ce�rta�e �� ��re fr�#�� afol�ar vaJr�e �f a1f applr'�ab�e cor�fra�ts ��varcl�d byr t��e ��fy. �oa�� sha�� b� es�at�f�s�aed separa�elyr For �af�gorr'�s of cv�7sFru��ior�, ,arofess�orr�! servrc�.s, arrd �urch�sr'rrg as w�11 as �rry �o�her �a�t���ries ��a� t�re �r'ty �o�rr��i! or ��t�r �ar�ayer deems ��pr�priafe. B. lr�d�vr'tlr��f pr�ja�ct c��s�! sh�f� be ��� b� �#�e M��MlB� �ffic� �r� coJlabor'at�ora w�tf� �F�� �orrtra�t �f�i�erarr�f F2i�k A?arragerrrer�t ��+�+ere �ppr�prr��ej pr�ar to �o1�c�taFr'�n. The pro�e�� g�a� sF�a�! be rea�orrabfe arrd ,��al� be basec� �por�: '�. SpecrF�c s�b�or�#r�c�ing �r��ffor r�aater���s c�p{�o�t�r�it�es req�lred �o corra��ete t�ae pr�ject, arrrl �. Tf're au���abffr"ty o�` !V?BFI11�8� ir� �#�e �d����r'��eaf su[�cor+#r'a��ira� �r�dlo� rr��ter��fs �p�ortr�rai[ies irr t��a N�arl�e�pla�e. ���. ��f1NT1�C JI�'��IV�1,�� P.QI4Tl�f1��4T1�N ,q. �Uf8F1�NB� p�r�r`�i�a#ior� shalf b� co�rrrt�rl foward +�r��etirag �oaf �rr a�c�fafarrce �u�f#� �h� follo�v�r�g pr�ou�sr'orrs: �. For tfre �w�ose of det�rmir++rrgr �orr�plr'ance vvi�l� fhe yoal r'�qu��e►x�er�fs e�t�bfis�7�d �r� �f�is �raErrrar�ce, bus�r�es�es �v�1J b� �o�r��ed �s NfB� a�r 1�1�C3E orr�� �rf�era [�rey h��re beer� �e�tr���r� �� s��h pr�or� ta a r�acc�r�•rrraer�dat�orr far auv�rci be�rrg� rraacie ta #�re �r��r �o�rr�if. a) �4rry ��rs�rress 1rs��d by ar� �ff�ror t�7�� �s rrot ��rfx�r'ec# at t�� �r"me of �i��resp�rrse op�rrirrg� r�t�s� fi�e arr �ppfi�a���r� for cert��i�a�r'arr �vitJ�rr� a r�e��or�a��� t�rrre for �h� �1�}� �o cons�c��r �Fre dol�ar� amoc�rat to�arcfs rn�e��ng the gaaf. }�} 1f � b�s��ess des�r��ed ir� �f�e irr�m�dr'ate su����agr'�ph fails to sr�bm�� ar� �pp�lcatr'or� �o�' �.*erttfrca�r'ora �v��l�r'r� a reasorra��e t��rae, o,� if the I��sir��ss r's �f�r�recl �srtiFi�a�iorr, ��re {�ff�r'or sha!! b� a�`+'`orded frve ��� ��f� �r��rness d��s �v ��c�r�a �dt#i�ror��l �e�#r't'i�dlcer��Fiabfe �VJB�11�8� ����tr`�rpatrar�, �f�r�ir�g' �he r�ext �ity b��s�r7es� t{�y fa1lc��vir�� �f�e afay f�e wvrr'��err rro��fi�a�ior� wvas r��er'�rec# {r�rrr fhe �4Rarr��rr�� ,Re��r#m�rr�. �� �trrcler�ce o� the s�c�c�r'tr�r��l ��r#��ie�l�ert��iabfe MBEMIB� ��rtr'��pa��or7 �f��l� �e defi��recf to ar�d rec����r! by tf�e fU�arragirry Dep�rtm�rr� �vr#hir� ��ve [�� �r'fy -11- PR�,�4�L� ���V TR� C T�R W�l � 11�'� �ORNtf �`he C� QD F'�1 I T�! E�F�R T FOR�1+�, arrd, ff �,�propr���e, tl�e JOlNT V�N7'�1F�� �DR1�. aj �anrpe#r'�i�� bic�s ��af er��a� or ex�ee�f fhe pro�e�� g�oaf rnus� ���rmr`t fhe �B�IV�IBE �lT�L,1�A T10N FOR�I+�. . +�j �amp���f�ve bids �ha� �fo r�o� h�v� sr�b�orr�r�c�rr�g ar�dlor su�plier o��a�t�rrri�i�s rrru.s� subrxr�� fhe �141�1+�,� ��NT#�A�T�R �+V�ilV�14 FOl�J�?. �) �o�npe��tr'�re br'c1s tFra# have s�bcor������r�g ar�dlor s�ppfier o�p�or#�r�7�tr�s ��rf c�� +�o� �ra���r�e l�JBFl1�lJ�� ��r�r�i{���r'orr rr� an �m�unf whrc� �q�rafs or ex�ee�{s tl�� p�oje�# �oal, rr�u�� �r�bm�f �he �8�IW8� �ITf�1�AT��JU F�#���►? ar�d #Jre �O�D �A�Tl� �'F��1�� ���4� ar�c� cl��c�men�at�or�. �!� Carrrpe�i�rrre blds �hat h��e sr�b��r��r�c��rrg arrdlar s�����er opp�r�ur�iti�s hr�t �o ��ot irrclr��e �r�y MB�IV���' p�rfi�r"p�tror� must s�rbrr�i� the G�OD Fr4�TN ��F��T ��RlZ? ar�d r�o�trm�r����iora. e) The �fferor �haf! sUbrrrr"# tf�� A+�BFM18� �.IT�L���IT��lV ��l��l+�, AI4#A+�� ��NTf?A�T�F7 V�1,4fLIF14 ���� �rr�lor tfae CO�D F�4JTIY ��'F�J4T F�i�h+� {ul�ocurraer��atr'an"J as �p{�ro{�ria�e. Th� r�r���g���� c{���rtrr�en� rn+�s� re���ve fhe �o�+�m�r�t��ror� r�� J�ter �harr �:�(? p.m,, frve �5� �i�y bc�s�r��ss �+��s affer �h� �r`d op�rrir�g dafe, excfr�si+r� af ��ae br'd aper��r�� d���. Tf�e �I��ror shafJ ob�a�rr a�cerp� friarr� ��e approgr�ate eraaplo}+ee of fl7e rr�arra�rir�� d��ar#me�� �o �vhom del�very w�s made. S�h re��i{�t s��lf b� �v�iderrc� #h�� �he C�ty r�ecer"ved ��re l�acumerr�a�fan. � Tla� sr��bmr�si�r� v� �he appl�cabfe c�r�ple�ed f�rm�s� vvi#h��r th� allo���d �ime �rr1{ #� �or�srdereaf wrher� def�rm�r7�n� �he r�sp�rrs��rer���� o� ff�e b�aL F�i�r�re #a ��rr�pf� �r'�h !he bid ��e�ifrca�+or�s, rr�cl�r�i�re of ��e ���'l�t�BL s�ec�fi���ror��, shaf� re�rrler� �he �f��r�or rron-��es�orrs���. �, �fher ff�an r�s�onses to F�eq�rests far Pr�pos�fs far �hase prof�ssr'o�s�J services �fefiraed irr �h�p�e� 2��� of fhe Tex�s Gouemm�rr� �oc�e, r'esporrses �o Rsqu�st fo�' Pro�rasafs shall ir��f+�d� � se��ia�a wh��l� fd�n���es ��e parti�r�}ar- M�L� ��dlor' UV�� �o �� ufifi��d r'r� ��rform�rag th� �ar�frac�. �) �pe�ify �� to ��� �� V�IBE, the �sf�r�'ra�eal ,o�rcer���gre o� �h� ��� or 1rYB�` {�ar#rc��a�rar�, the �ype �F work to be perfr�rrr�ed by #f�e �14'8� ar WB�, ar�d st�ch a�her �rrforr•rx��fo� �s may r�asorr�bly b� r�eqr��r�r1 #o cfe�ermirte �he resp�r�sr'�ar�ess to �he J4�q+��s� for �r��asa�, bj Respor�ses �tr�� �fo rrat me�# or exc�ed �h� �at!lr�atror� goal, as required by �he Reques� for Pro�os�f, mr�st subm�� ��FE exp�ar�a�r'an. Faflu�e �o r'rrcfurfe s�rch CFE �x{�fan��rorr sf��lf r'errder �he r���ort�e r�orr-r�as�ons�ve. �. lrrrf�a� r�spof�s�.s �o req�es�s for {�r�apos��� ��rr tl7o�e �qmfe�s+�r�af servr'c�� c}��r�ed ir� �f7apter ��54 af fJ7� Tex�s Gouemmerr� �ot�� sl7��f r�o� irr�fr�de a r�esp�r�,�e i� ���� #he r�qurr��n�n�s of ff�i� ardir�arr�e. 7"#�e �ity sl��f� �orr�plyr t�xth the reguirerr�er��� �f s�r'� Chap[�r a�af rar�k fhe pro�essraraal orr �he b�s�s of detr��ns#ratsd �vmp���r��� �r�t! r��xaf�f�cafior�s. �r�ring negro�r�tir�� #h� �orr�r•act v�ri�h t#�e Ia��h��t rar�ked �ro����r'orraf, ths pro�essior�al shalf res{�ond �o �fai� or�{rr��r��a frr �h� maraner� spe�r'f�ed irr par�gr�p� 2�a� ��ove. �. 7'h� �F� �facumerrfat�or� s�rall clerrror�s#rate �he �f�ero�� c�rr7r�ifrrrer�f araaf horresf e{for#s #o +�tif��� N��� or lNB�. �'he br�rden o� pr�{�arir�g e�a� �+�brrrr'h'�ra� �he �F� r'nforma�r'an �s a�t tf�� C7#�eror ar�ci wr�� be e+ra��rated as par� o� ��� respor7sr�r�r�e�s #o �h� brdlprr�,ovsa�. Arr ��`f�r�or t�ho �n�er���or��l�y �r�cl�or Icr�o�vir�grfy r�ris�{�r�s�ra�s �acfs o� �f�� d��urrrerata�ro� sr�bmrffe� vtr�lf cor�s�r��f� a�asrs �or �la�s�fr��t��r� as r�orr��es�orasive �rat! p�ssibl� c�eharmerrf. 3. �h� oorrtr���r'r�g c�epartm�r�t rrray r��ue�f fhe NFB�JU�BE �F�'ce �o war�re �i�e ��a� �er�urr�rr��rr�s of �hfs s�bsec�ra�, ar �a �edu�e fhe amo�r�� of ��� go�J, �r� a�c�rda�e r���h ��e pro��sror�.s o� �#�e �x�e���orrs a�d INal�rers s���rc�rr. �4. Th� �it�r ��r��g�r, w�th the advi�e arr�{ cour�s�f o� #h� 1��V8�A� irr a�ccrr�i �v�t� �r�� �� �ort INorth �esolcr�rc�r� No. �# 7��, shalf adopf reg�rla��ons g�a�r�rr�ingr �he �r�r�hase of goods �r�d s�nrr'ces ur�af�r $T�,000. f��ST A�+V�4RA C�MF��1�4NC� ,4. fr� �dcl�frorr fa sr��h o��er requr'r�rnerr#s �rs rr��y be se� forfh elsekv�rere, �h� �o��ow�r�� sha!! ap{�l�r �o �p�Off��ble �or�frc�c�s �w��r��af 6yr �f�e �r�y: �. �ar�fra�#s shal� �r��orporafe fl�is ordr"r�an�e by ref�rer���, ar�� sh�l� provid� t1�at #fa� �ora�r���o�s r�rofa�ror� o� fhis �rd��ar��e s�ral� �orrs��f��e a br�a�� t�f s�►�fr �orr�ract �r�c� res��l� ir� cleb�rmer�t irr a���r�! uur'�h t�ie procer�c��e� ou�lr'r�ed �r� �l�r'� o�dJ�rarr�e. 2. F�om �r��l after the da�e of �ld o{�er�1r��, �r�y p�opose� cF��r�ge or de�efr'or� ir� N18Fl�VB� parfr'�r'�atror� �d��rt�fied �r� �l�� b�d, �roposa� or cora�r'��t sJ�al� �e re�r�e�rre� f��r �he N�B�'11N�� �ffice to detern�irre whe#ha� s��h ch�r�g� ar deletr'ar� �������fi� �n ���ord �ri��a p�ragrra�J�s � arrd � r'rr7rn��f���e�� be�o�. �4r�� �rrjus��lred cl7arr�e or c���e��or� sF�alf be a rr�ateriaf bre�c� of corr�ra�� and rr�ay resu�t �rr deb�m�rerrt ir� ���orc� w�fh �he �ro�e�f�res o+�tlir�ed ir+ t�ar's ordlr�arrc�. �. From ar��f af#e�' �Jt� ds�f� o� b�c! c�p�r�ir��, tF�� cor��ractor sh�lL• �j M�k� �aa crr�J�rs�rire�f c�i�r��es or tlefe�ior�s �r� i�s N�BE'lU4lB� p�rt�cipafivr� �orrrma��er�ts scrbrr�r'�[ed �vr'�h �he br"ds, �qro��saJ or durirr� r�eg'otia��ons; �� ff sr��bs�ar�t�a� su6�or+tra���n� arrdlar s+�bst�rrf�af scrpp��er� opporturr��ies arrse r1r��ir�g �he terrrr of �r��+ cor�frac� wFr�r� #he cor�tr��tor repr��en�e� irr r'[s bid fo the �rf� f1�a# i� aforre vuot�ld perfarrrr fh� sr�b�or��r���rrr�lsup�fi�r apport�rr�ty tn��rk, ��7e corrtra�tor shal! r�ot�fy the ��fy b�for� st�b�or��rac�s lor �nrork arrdlor suppl�es ar� ��� ar�d shal! b� �requ�r�d to �om��y w��J� Artrcfe f, subs��f�orrs ��,�_ �sr�b�ectror�� �,�.� a�rr1 '12.� o� �fafs Atf��hrrrer�t 7(�x���s�v� of #h� firx-r� r�qtrrrerr�e�rts s���ed ��ter�irr� �v�#� �e��ect �o sr�c� �mer�t!►ra�rrt, �harrg� arde�, or� ex�r�a wor�c_ �. f� �h� ����tr���or r'rr r't� �id r"ra�Iuded ar�y secorad or� f��ver ���r ���cor��ractorl��rppfier �o�vards m�e�ir�g ��re c,�af, f� �� �fre r�s�or���bili�y af th� co��tra��or t� re��t ar�c1 rloct�me�� a!! sr�bcor��r�����g ar�dlor s�rp�rlier p�ratici�a#ior� d�1l��s i�r�spe�frve o� t��r fev�! ��ifur� �o compl�r t�ur�h fhe �r"�y's requ�s� �o prov�cle �f�e requi�ed �focumer��Fron sh�I� err�i�J� the C�ty �o wi�hhol�{ p�yme�rts �br�f or�ly #� �he exter�� of �he s�b�or�#����o�s pay���r�#s r�l�tet� �� tla� MBFJt�V�� �s�rt��ipa��or� �fol�t�rs �nrh�ch a�'e r�ot do�urraer�tedj ar�dlor to re�e�f f����e b�ds �ro�rr the �orr�ra��ar �rn�rf com{����ra�� �ith �J7�� o�c�irrar�c� r"s ��fa��r�d. �'. Llpar� �orra�l��iara of #�e carr�ra�� �r�t� u�l�f��ra �er� {��j ��fy bu��r��ss de�s a#�er re���p� o� fir��! p�yr�re�a� frorr� #Jre ���y, ex�fu��+r� of ���e c}ate �F�� �o��rac�or re�eiv�� pa}�rr�er�t, �h� �or��ra�for �ha�f pr�vr'dv �he �B�I�lB� �ffrce w�tla f�r� 1�II�B� FlN�LL ��lNlN��4141� P�k�Nl�1�T R�J�014?" F�I�1l� �o r'e#��ct t�re fr�a� �artr"ci�atior� of each st�b�o��fra�ctor ��dl�r ��rppl�ar (ir�c��rr�ir��t r��rr�M1lNB�s� �r�ec! �r� �he projec�. F�rfure �o cornply �{�h th� ��ty's requ�st to pr�o�ri�}e ��� �eq�ir��f clo�r�rr�er�#�#ior� shaf! e��r"�1� �h� ��fy fo rej�c� fu��r�e br�f� �mm fhe �or��rac�or r�r��r1 car�rpJiar��e wr'th this ord�r�arrce �s a��sirr�d, �. Ir� �he ever�� a�or��r���or is rrr nora-��r'rapl�ar�ce �i�fa eiflr�r ��r�g�ph B or � abo�e, a��d s�ch nor�-cor�plr`ar�ce is soJ�ly #he res�l� of �� ac� or omfss��r� ,6yr �rr �1�?'B� or 4N8�, th� R?8�lW8� �I��ce sf�aJ! cor�sfd�r suc� irr de��r�rrrrr�r�g wh�� ac�ror�, r� �rry, �o ��ke. �j �JCCEPT��NS AND WA�V�1�5 �l. lf �rr �f`�eror �s �rr�abf� fo co�n�ly t���f� the �r��! r�qtr�rerrr��r�s e��a�fi�hed r'rr f�e F'r�grrarr� ���f sec#ro�r o� �his o�c�rnar��e, sr��h �ff��ar �haff �u[�m�f orre o� �he t�o �0177'7S �fS�B� �]�i0 W SN���1t? ��7� �ifO�f�d fXf�7$, A 1°ri�� �or��rac�ar W����r Forrrr (A��ac�r�aerr� 7B} rs s�bm��f�� iFf�e Offeror` u�iN p�r�Form �he e���ir'e �on�rac� �#�ha�# sub�ontrac�ors or s�rpp}iers, �, ,4 �o��l Faf�� ��for[ Fortr� �,4t���l�rrr�r�� f �� �� �r��mrt#ed �f �he ��r�r has sr�bca�a�r��tr"r�y �r�dlor sr���f�er' o�porfr�r�����s b�� Kva� urr��l� �o rr��e� o� �x���al f�re pro�ec� �oal. Th� �f�`err�r u�r'N subrrai� re.qu�s�et� cfo��rrner��at�or� �hat �errxar�stra��s a gao�f �aith �fFort �o �o�r�ply w��h �f�e �oaf req��r'�mer��s as d�s�rr'bed irr �h� �'ragrr�rr� ��a! se���or� �bove. �k. A cor��r•���rr�g dspar�mer�� rr���r r�eq�r�s� f�ie MB�M1�E O�f�c� �� w�rve or rrr�t��f� t�� goa! reqr�ir�mer��s f�r N��� or bVB� by sr�bmrt�rrxg a Deparfrne�a�af W��v�� Form, rr� uvr��r'raqr ��f01` �O .SO}f{'.l���`l�l7 �� �Jl�S Or" �,}�'0��.5��5. T�B M��IW�E ��L'B i7'i�� f,��8#?� suc�r a wa� �r�r o�' r'�d+��#�or� �rpo�� d��ermirra�r`on th��: ��� '�. Tlae re�sorra��e s�bc�r��racting �r ���feasibfe; or ar�d rr�cessary r�e��lr�msrr�s of th� corr�rac� rerrc{�r o#h�r particl�a#�or� of br�s��rss� o�i��r �har� the ��fer'or �. A pr�bli� �r at{r�ir�rs�ra�i�re �rr��rgrer���r ��rsts w�r"c#� requrr•�� �h� g�ao�ls or servrc�s �o be provrde�f �rr�h urrr�su�! �rr�m�d�acy,' ar 3. �uff'�ier�� M8�1�V8� p�o+r��r"r�� �hc� s�rv�c�� r�quir�d b�r �he contr�a�t ar� �rra��iJa��e �r� ��e mar�ket}�la�e of �la� proje�f, c�e�pite a[f�rrrp�s to lo�a�e th�rr}; ar �. The �ppl��a�ion of �l7� �r�vrs�o�as af �h�s orc�ir�ara� �r��! �rrrpose ar� urr�varran�ed rr'�!� ara #h� �ily or �rrdulyr d�lay acc�uis�tror� oF �lre g�oa�ls �r� serv��es. �. �l�errever #F�e 1k+�B�'lWB� ��Fr`ce der�ies a �eq�est �o v��r'�re � gro�l, ��e �or�tr�ctr"rrg d���r�rr��r�� rr�ay appe�f ���a� dar�iaf to tFre �r�y Marrag�er �rh��e d�c�sr'�rr on fhe �equest s��f� b� �iraaL E} P1���1�4r1+��4�MlNISTRATlON ,q. Tf�e ���yr NFsr��grer, r�vr#f� �he �dt��ce �rrd �ourrs�� o� �he �1�11�l8L4� �n ac�ord �v�fJ� ��ty a� �art V�Ir�r�h f�es�l�tior� Na. '� ?�t�, is �u�1�or���t� �o ��t�b���� ar�d irrapfer�rer�� fhe r��ul��ro�7s �e� �or#f� ir� ���r's or�olfrr�rr��. �he �B�II��� �f{rce �F��!! be �spor�sibf� �ar �he overs�ll �dmrnr's�r's�tror� o� fhe �l�y's J'#d8�I�11B�' Progr'arr�, �rad �ts dt����s arrd �esp�r�sibfli��es sha!! fra�l�cle: �. 14e�om►r-rerrdirrgr �.r1es arrd r�egr�la�ior�� �o effe�f�rata thr'� ordr'�ar��e; �. M��rr�eira�rrg a��rr��� lisfrr�g of cer�r'�r�c� hAB� ar�t! INBE �r'rm� for d�str�br���or� r'rrterr��ff� �r�c! ��c�er�r�{f�r orr �or�#ra�fs,. 3. Pro��d�n�' ir��o�m�tia►a ��d rree�ieci ��sr"sf�r�a� fo �r1BFlfNB�� �o �ia�r��se �he�r ��ril�[y to �om�ve�e ef��c#r`�rel�r for� �h� awa�d of C�ty corr�rac�s,. �. lr��re��i�af�rr�jr al�e�r�d vro}a�r'oras of fhi� ordrr��r��e arrd rr��l�ir�� �r�f�sr� recomrr�er�t�a��orrs #o �p{�ro�ri��� �rty a�r�#�arr"�res �or r�r�er�ra� ac�#or� t+vhen �ppro�rr��e; �. Devefo,�ir�g arrd drs�rrbu�rn� aJ! r�ecessary forrr+s, a{��Jr'ca��arrs, ar�d doc�rr+ents r����ssary to compfy �vitl� thrs or�dl�aarac�x �. F2��ie�vi�a�, �r� a r�gr��ar�ba���, �he pr•o�res� of depar#mer��� towa� ��hi��ir�g �he ���eg�ory g�oaf� �or #!ae c�frl�zatror� of rr�ar7ori�y ar7d womer� bcrsrr��ss �r��erprrs�s,, T. M�hirr� r��orr�r�r�rrda�r`or�s �a a�propria�� �r`ty �taff r�gard�r�g rr7e#�oc�s #o fcrrther the poJrcies arra� goals of ��r�s ordr'rr�nca; 8. �e�ermirrirrgr �UJB.EIfNB� cc�m,pfr�rr�e or� �orr�ra��� befor� the�r are s�rbr�r��fed �o #he C��y �ar�rr�i� �or �war�l; -�9� A9DENDUf� N�. � Part B � PROPOSAL TD (This Proposal must no� be Pemoved fr�om tl�is book af Cont�act Docurr�ents} Mr. Gary W. Jacksan � Fort Worth, Texas City Manager October 20a2 City af Fort Worth, Texas FOR: CASTLE CfRCLE LAK� WDRTH SANITARY SEWER �ORCE MAIN AND �IFT STATION DEPARTMENT OF �NG�NEERWG PROJECT NO. 3443 SEWER PROJECT NO. PS46-070464�36680 Incf�des the furnisf�ing of all materiaf� (except as specified to be furnished by the City}, equipment and labor for the insta�latian oi sanitary sew�r lift station and force main, all necessary app�rt�nances and incidental work to pro�ide a camplete and serviceable project. Pursua�t to ti�e foregaing "Natice to Bidders," the undersigned bidder, ha�ing thoroughly examined the contract documents, including plans, special contract d�c�ments, and tf�e Generaf Contract Documents and General Specifications far Wa#er Department Projects, the site of the project and unders#anding #he amo�nt of wark to be done, and the prevailirmg canditions, hereby proposes to do all the wnr[c, furnish all labar, equipment and material necessary to ful[y compE�te the inspection and appraval af th� Director af the City Water �epartment of tf�e City of Fort Worth, Texas; and binds himself upo� acceptance of this pr'oposal to execute a contract and furnish an appr�ved PerFormance Bond, Payment Bond, Maintenance Bond, and s�cF� other bor�ds, if any, as may be required by the Contract Documents far the performing and campleting af tne said wark, Contractar praposes ta dv the work within the time statec! and for the following sums: {Furnish and install, including a!I appurkenan# work, compEete in place, the following items): PAY APPROXIMATE �IT�l�fl QUAN717Y BASE BED � 1 DESCR�PTEOId OF ITEh�S W1�M Bl� PRIC�S IAdRIT7�N IN 1fVDRDS 1 L.S. Twa 5ubmersible Nan-clag wastewater Pumps, includi�g motors, power cables, and guide rails �r�� �r � �, � � ' ���~ ��'�� �aElars & �fv�i� v���"� Cents per !.S_ $ ADDENQUM N0. 1 NovEMBER 2oa2 UNI� PRICE �1, ��r. =� AMOIJNT I B�[] �� ��? 1� $ 02fl33� AD� N0.1 - 9 pqy APPROXIMATE _ ITEM QUANTITY 2. 1 LS. 3. 4. 5, R ; B• � 7. 38 V. �. 1 i..S. 1 EA. 11 L.F. 1 EA, DESCRIP710N OF IT�M5 WITH BID UNIT PRICES WRITTEN IN WORDS F'RIC� Wet Well, including 10' diameter RCP Vault,, piping, fittings, foundation, access hatch and vent pipe ����� � �� ; � 7— �b� �A�'� -S�,C%'J�' ���olEars & �J � . �,�`�!�`�J �' ��d Cents per �.5. $ Y '"Wet Well;and Discharge Box Interior Protective Coating as per Additionai Specia� , Conditian�,�, l�i�� ��` �' / �• f `Y Dollars & ✓ "' �� Cents per V.F. $ � Va1ve Vault, including concrete �ault, piping, fittings, drain pipe, vent pipe, valves, ga s, a ccess tches �� � �� ��Gf� ��� �l'�� i oollars � � 1 ��'o, �' i�/� Cents per L.S, $ 5tandard 4' Diameter ManhoEe (up to &' deep) � �G'�vC �r� s� t,f, �1/� f��� �� Doflars & ri � ��i Cents per �A. $ AdditiQnal depth far Standard 4' �iameter Man ole (depth. bove �i') r��,��fE� � � •�� � d Dollars & 1� � Cents per L.F Vacuum Test 5anit ry Sewer Manhole �� D� � �. a! � Dollars & ��% Cents per EA $ * lndicate Protec#ive Coating at �nd af Proposal ADDENDUM N0. 1 NOV�MBFR 2002 ADD N0.'� -10 AMOLINT BiD 73, Z�?'� $ � I�I���� Zi $ ��, ��'a.': $ �� �a ��. $ f 1Y3�. g� Ir � � 3 ' $ 020334 PAY APPROXIMATE DESCRIPTION OF IT�MS WITH B1D UN17 AMOUNT ITEM � QLIANTITY PRlC�S WRI77�N 1N WORDS PR10E Blb I 8. 1 L5 Pre-cast 5'Xb' Discharge Bax (Sta. 99�5 ' �'�r� /i�� /l�i�r�'- d� nG'/ �Z � . � Dollars & �vr7 �� � i'��' �� Cents per L5. $ $ 9. 3� L.F. 8" Diame#er PVC SDR 35 Gra�ity Sanitary Sewe� 3S. 2 � �l� � Dollars & �� � � � � . l/�/riu l" ��� Cents per L.F. � $ 7Q. 8Q7� �..F. �Q" Diameter PVC C900 DR 14 Farce Main PiPe � C�� l��- a�.� �z3r. �-- l�, Dallars & - 1���' / U�� � Cents per L.F. $ $ � 1. 3 �A. 2" Cambir�ation Air and Vacuurn valves and va lts, alon e force ain " � , �'�� �]� �� �r T � �f�� Dollars 8� " ��� Il1 �rJ- � / "`^'� � � � Cents per EA. $ $ 12. 75 C.Y. Ffawable Fill, far the force main, as per Specification � 00 - Earthwork ���� . �� �� t� �Il, � 3�3 DaAars 8, � �G�Y� � ��Cents per C.Y. $ 13. 8fl70 L.F. Trench Safety, as p r Special Condiiions 3�, � 'fgY� • - �� Daifars & a� � �i � �v ' ��� Cents per L.F. $ $ ADDENDI�M N0. 1 � NOVEMBER 20p2 ADD N0.1 -11 ozossa � � :� PAY APPROXIMATE DESCRIPTION OF RT�MS WITH 8t❑ IT�M QUA�ITI7Y PRICES WRITTEN IN WORDS I �4. 152 �.F. 24" Diameter Stesl Casing Pipe (3I8" rninimum r�vall thickness) by Bore under Silver Creek Road, as per Section E2- Construction Specifi ations E2-15 ,�.� � �f�r�G��� Dollars & �G�'� Cents per L.F. $ � 5. 152 �.�. 10" PVC C900 DR 14 Force Main, by Oth�r than Open Cuk, under 5ilver Creek Road �� / �� Dollars & 96. 17 18. 19. ADDENDUM NO. � IVOV�MB�R 2QQ2 `r � �r�� / '� Cents per L. F. $ 1 L.S. Electrical Contr s and instrumentation ��� � � �� i�'�IT � �Dolfars 8� ��1�/ Cents per L.S. $ � 1 �.S. 200 KW Generator, Including Fuef Tank ' �� "� ��� . � �� �'r�'���ollars & � ���' ��Cenis per L.S. $ 1 L.S. Odor Control Unit, as per Specificatian 11396 � 5���1 � Q,� `������ �� Dollars & , ��� � Gents per L.S. $ 1 L.S, Wash Down Station �/��� �� �� Dollars & ������ ���"'� `' Cents per L.S $ AD❑ N0.1 -12 UN�T PRICE AMOUNT B1D 0 3l z� � � �° ��Y $ 3 � �� �ac�. �� � ��D���� �D�� �� � / $ ���/. � ��� ?� f 1 �j $ a3�. �� �� 3�. ?� � $ ��a� �� �3 �� $ 020330 pAY APPROXIMAT� ITEM QIJANTITY 20. 400 L.F. 21 22. 23 24 I t.. � � 25 .�I DESCFi�IPT101V OF [T�MS W1TH BIR I PR1C�S WRITTEN IN WORDS Intruder resistant Chain LinCc �enc� with privacy slat, as specified i�l������� u. Dollars & �I'/�✓��� Cents per L.�. $ 1 L.S. Site Work, including grading, paving, gravel ' fil[, and bo rds �e� � �° ��� �„�n �/� �� � � S�� d'�� Da�lars & ���-r� Cents per �.S. $ 2fl L.F. Asphalt Pavement Repair per Figure �4, along Heran Drive r�� ��� .� _ Dallars & 1{���" f��� Cents per L. F. $ 85 L.F, �2" DiameteC Capper Water Service line �GU Dollars & �� —���`�Cenks per L.F. � 1 L.S. 2" Water Service Tap, Including Curb Stop With Lock Wings, Meter Box, Tapping 5addle, Cannecting to �xisfing M'n, and Co�porakian St �o � �� . ! r�U Dollars & �/�'f'���Cents per L.S. � 11,005 S.Y. Hydrarnulc� Seedin UN17 PRICE 23 3� � AMOUNT B II] 9, 3�`� � $ 1�,�����= ������� , . � '� �� �y �� $ w �� /� pJ y! 1,�4 I ' l� E� S� �� � �r �s�. $ � � ,��1 G, `�� (� 7 Dollars & D' I' � ���( � ��►'� Cents per S.Y $ $ ADDENDUM NO. 1 NOVEMBER 2002 02D330 ADD �10.1 -13 TEM I A QUANTITI( E� ❑�PR CIES�WRIOTTEN IN OlRDS �D 26. 1 L.S. Elec#rical Equipment and Generator CMU Building co pl�te in lace .y. � ��� � 4 . �. �� j A ��� J��'" ��'1''pollars & ���// �'-!/L'" Cenfs per L,S. $ 27. 1 L.S. Allawance for electrical servic� to be delivered to the lift station site, including the cost for the pole mounted transform�r. . Cantractor shali coordinate electrical service with Janis Castle, with ONCOR, (817) 2�5-4702, � , � � E ADD�NDUM NO. 1 � NOVEMBER 2002 One hundred thousand zero UNI7 Al1��UNT PRICE BID ��� 3 ��� 3i 3�� �l $ Doliars & Cents per LS. $100,Q00 TOTAL I ADD N0,1 - 14 $100,040 � �f�, 3��• � 020330 C1TY APPROVED PRODUCTS *CO�tTRACTOR SHALL �15E PIPE MAT�RIAL AS SPECIFIED IN 81D PROP05A�. �. Standard Spec No. � �ize �1-24 PVC C 900 DR 14 �0-lNCH (Force Main} E1-25 PVC SDR 35 8-INCH (Gra�ity Sewer) E1-7 DllCTILE IRON 4-INCH THROUGH 90-[NCH (Wetuvell and Valve Vauft piping) , '� Check Protective Coating to be used for Wetwell and �ischarge Bax: ' ✓ Raven 405 -- Two Part Epoxy Re�in System SprayWall — Rigid Polyurethane System s Consul# with "City of Fort Wort�, Texas Standard Product List" to obtai� t�e GenericlTrade Name and the Manufacturer ior the �ipes listed above. ' �ailure to provide the information required above may result in rejection of bid as no�-respansive. `" �nly products or methods listed above will be allowed for use in this project. Any substitution shall r�sult in rejectian of bid as non-responsi�e. � ;u i �. :� ADDEiVDUM NO. 1 NOV�MBER 2Q02 02t)330 ADD N0.1 -15 SECTION 5 - PROPOSAL (cont.} Within ten (10) days after noti�ication by fihe City, the undersigned will execute tne formal contraci and will _ deliver an approved 5urety Bond and sucn o�her bonds as required by th� Contract Dacuments, for the faifi�ful performance of th� Contract. The attached bid security in the amount of 5% is to become the property of the City of Fort Wor�h, Texas, in the e�ent khe contract and bond o'r bonds are not executed and deli�ered within tne tima above set fiorth, as �iquidated damages for delay and additianal wark caused thereby. The undersigr�ed bidder certifies that he has been furnished at least ane set of the General Co�tract Documents and Genera[ 5peci�cations for Water De�artment Projects cEated .lanuary �, �978, and that h� has read and ihorough[y und�rstands all the requireman#s anc! conditions of t�os� General Doc�ments and these specitic Cantract Docume�ts anc! apputtenanfi plans. � The undersigned assures that its employees and applicants far employment and those af any labar arganizafion, subconfractars or employment agency in eitner furnishing or ref�rring employee applicants to the undersigned are not discriminated against as prohibifed by the terms of City Ordinance No. 7278 as amended , by Ciiy �rdinance No. 74�0. The Bic�der agrees to hegin constructian within t�n 10 caiendar days after issue of the work order, and to complete the contract within OPl� HUNDRED EIGHTY (180 ) calendar days af�er beg�nning constivction as set forth in the writien work order to be furnished by the �wner. (Complete A ar B belaw, as applicable:} [] ' A. The principal place of busir�ess of o�r com�any is in the State of � Il Nonresident bidders in ihe State of , our princi�a[ place of business are required ta be _ percent lower i�an resident k�idders by state law. A copy of the statute is at�ached. Nanr�sid�nt bidd��s in the State af , our principal place of business, are not required to underbid r�sident bidders. [ J� B. The principal place of business of our compa�y or aur parent campany or majority owner is in the State of Texas. Recsipt is acknowledg d i the o owing addenda: Addendum No. 1 1 02 Addendum No. 2 Ac�denr�um Na. 3 (SEAL.) If Bidder is Corporation. Respectf�[ly submitted �v c. � o� �l n2 Pr�r�� ria� BY: � � � YiT�E: ,�� { c t � �r�fi�r� � t AD�RESS: %FiCJI �/ �-(,(GL�S$ �iL i�d • , S rE. d �/p F�Lc`�S . T� 7�0�0 CASTLE CIRCLE LAKE WORTH SANITARY SEWER FORCE MA1N AND L1�T STATION TOT�►L B1D � //(� /]�% �� �� { f r J f � . 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Temp��ar�► �ew�r Drain �or�nectior�� Ax�x�ar���m�r�t a�d Ch�rg�s o� Wa��r Fu�ez�i�hed b]r C��y �T�e o� a Sec�ion o� Fo:rtion o� �h� ��rfc Cor���rac�o�'s Responsi��li.ty fa� Work No ���v�r 4# I�egal R�t�}�ts �eraonai Lia�i�it� o� P��li� O��fafal.s �ta�� Sa�.es �ax, ��o�s�r���or� r�r�o ��a���ss sub�et��nq Ass�c�r�men� o� Cor�tra�t ��o�ecu��on o� �he �ark �irtrit�ti,or�� o� Operatian� �t,a�ca�t�� o� �oacic�ar� and ��n�pment �'ork Sch�du�,� T��� a� Carnm�r�cernent az�d Ca�p��ti�rt E�tt�n�fon v� tiu�e of �omp�e�for� [�elays '���me o� Comp�e�#.on 5u���r�siar� b� �o��e� �r�er Tem�orar� Suap�n�io� T�rminat3on of �on��act d�e to �atiana� �rn��ger��� Su�per�si�n o� Aban�anm��t af �k�� �ork a�xd Ar,nulm�ttt af �or��ra�t F`u���Yltnen� �� �o�traat �"ermf r����,or� foa� Cortv�r�ten�e �f th� Or�we� Safety t��tl��d� as�d i�r�ct���s C8�8 t�iEASUR�MEIdT AND PAYl�BATT �8--$.�. Meas�r�rn��t of Qua�titfes ��-� . � u,��� �r�.��� �6�� C6-f �6-6 CG-�f ��-�6 ��-� 4 � " � C� �� CS-�b ��-� CS-�6 {�) {�1 {�y �2} ��} �3l � � � (9} ��? (6) (8) Cf -�O ( 9 � C�O�6 (�0) CG�6 (�01 Cfi�� (1� } ��--� � x � � �6�6 �1�) C6�-5 �11� �6�-� { 12 ) �6=� {��} C6-f {�2) C7�7 C7-7 �7-7 C7--7 C7�7 C7�-7 �7�7 C7�-7 �7-"� ��-'7 C7-7 C7-7 �Y� (1) L1} {�} �2} �3) (�) (4) (4) {5l {6� i6} �7-7 �7) �7-7' { 7 � �'�-7 ( � � C7-7 {1�1 �7-7 ( ].3 } ��—� �x� c�—� c�� �� � �8-8.3 ��—�.� ��-8.� ��-8.G C��B.� ��-8.8 �8�8.� �B-8.].0 C8-6.1.1 C9-�.1� ����.�� L�az�g ��rn S�o�e o� �a�z��nt Partia� Es�im�t�s and l�e���inac�e Wi�ht��ld�ng Pa�rner�� Fffl��. P►�eceptanc� Final P2�ym�r�� Adq�aay o€ Design �er���a1 G����nty �t�l�sfdiary �Vork Misce�Xa�aeau� �].a��men� �te�ord Uocu�t��ts o� t�S����t�� �8-8 �8�-B C8-� C$�8 C8-8 C8-8 C8-8 ��--$ C8�8 �8�8 C8-S (�.? cx� {�1 �31 [31 {3? i4) i4� �5J (51 �5} {4� PART � - �����A� ����YTI��� ���� ��F��ITION� 5������ ���� DE�TN�T��NS C1-1.1 �EFr��TYO�S QF TE���: wrie�e��� �� �hes� Co�traa� �a�u�en�� �Ite �allo�i�g �e�ms o� pronouns in ��a�� of t��� are �s�d, th� ���e�t and m�an��g s�a�� be un����taad and �n��rpr���d a� �o��ow�: C1-1,2 �O�TRA�T DOCUMENT�: T�e ���tra�� Do�uma��s ar� all o€ t�e w����e� �nd d�awn docu���t�, �u�h as s�e�i�i�a�i�ns, bond�f ad�enda, pka��. e�c., w�ich gavern ��e terms �nd p�rform�nce �f t�e contra��. �h��e are cont�i�ed i� th� G�nera� Contra�t Doc�men�� ��d t�e Spe�ial Co���a�� Do�u�����. �. ���E�AL C��T�AC� DO�UM���S: Th� �e�e�ai �ant�a�t �ocurn�h�� qover� a�l Wa�e� �epartmen� Pro�ec�� an� ��c�ude ��� fa���wing �tems� �AR� � - NQTI�E �0 BibD��S {S��p3�� PAF[T H � P1�OPQ�A� � S�.n�p1� } PART C -- �Ei�TERA� �OI�iDITiO�'S � CI�Y � �D�v�xop��� �AR�' D -- S�SCI�L C��]DI'�IO�S �ART � - ���CIL��CA"��ONS �E��Y�S/���s��r��s P�i�T F -- �p��S (�aingle� PAR'� � - CQNTRACT (Samg��� Wh�te �h f t� ��r�axy Ye�1��r B�own Gac e �r� ��.-W� ��� E�-�o���rt Rod E�A-S�hit� B�.n� w�,it� �?hit� �. S���YAL ��NTR�i�T ���C]l�i�N'�S : The 5pec��� ��nt�'act Uo��xmer,�.s ar� pa�epaac�d �o� each sp��i�ic �rn jea� as a sup���mer�� �o �h� �etter�l �o�t�ra�t ��cumer�ts ar�c� �a�l��e �h� fo�3ow�r�g ��em�s PAR'� A -- ����Cs TO �IDDERS �bave PAFtT B - P�4POSAL (Hid} PART � - G�NERA� CD�D�T�ONS PAFtT D - SP�C�P►L COi�DI"�IO�]S PAR'� E - �P�C�FICAT�DI�� i�E�{MI'�`�f �A��Q�+�Ei+1T$ �ART k' - B�I�DS PAR'�" G � �DI�'�'RA�7.' f�ldver�is�mer��� Same a� PAR"!` 1� � �LA�S � t��uaii�► ���n� 9 �p��`��el� } ��-�i c � � � ��-1.3 �4T�CE �� B�D�E��: AZi o� ��� �egal p��lications ei�h�� ac��al�� pu��ish�d in pu�Xx� ad���t�s��g �ed��m� or furnished �ir�ct t� int���s��� pa�t��s ��rt�in��� �� t�e �o�k �v��emplate� u��e� �h� �o���a�t Doc��e�ts ��flstit��es th� noti�e �o �i�d�rs. �1��.9 P�O�O�AL: �he �o�p���ed �r��t�n �nd ��gn�� offer or tend�� o� �����er �o �erfor� t�e work whfch the Owaer desf�es ta ha�e ��ne� t�geth�� ��t� t�� b�d se��r���t con���tu�es th� �ropo�aX, w���� �ecomes bfnding upon the Hkdder wh�n �� �a offi��ail� r���fved by �he �wn��, ��� be�n p�blic�y ogen�� �n� read and �at ��jecte� by �h� �w�e�. c3�1.5 ������� �ay p�rson� per�on�� firm, part�er����, c��p�nyf a��oci���ont �orpar��i�n, �cting di�e�t�y or ���ough � d�ly authorized r��rese�ta�xv�# au�m�t��ng a g�opo�a� £o� perforrni�g ��e ��xk �onte�p�a��d un�er the �ont�a�� �o��ment�, �ons��t�tes a b�d�e�. ��-1.6 6E�E�A� �O�DxT�o��: Th� Gene�s� �o��itiori� �r� ��e n�ual �o�stx���i�� and �on��a�� �eq��re�eats wh��h g��e�n t�e gesfarrnance o� th� ���� so t�at �� ��Yl �� carr�ed o� �n accordanc� �ith t�� cue�o�a�� g���e�u�ef �he �o�a� �tat�te�t and requir�men�s a� the �it� of Fort �orth'� cria�t�r and pr�mu�gated ord�na���s. �herev�r there ma� be a can�lic� be�we�n �he G����ai �ondi�ion� a�d ��ec�al ��nditi�ms, the �at�er a��li �a�� pr���den�e �nd �hall gover�. . ��-�.7 S�E�I�L ��ND�TIONs: Specf�� c��di�fons ar� the sp�ci€ic r��uire�en�s �hi�h are ��cessary �or �he part�cuLar p�o�e�� �o�e��d b� the �a�tract L�ocu���t� and not ��e��f�call� �ov�red in the ��ne��� Co�d�tfo��. �h�n co����er�d w�th t�e ��ner�l �ond�tion� s�d o�he� ��ernenta o� the �a���act �o�urnents th�y provfd� the in�ormatfon whi�h ��e �o���a�to� and �w��r �hou�d ha�e �� o�de� �a gai� a�ho�ough knowle��e o� t�� pra�ec�. C���.B ��E��EI�A�IONS: The Speciff�atiorie i� tha� sectio� o� part of th� �o�trac� �ocum�nts whic� se�� �o�th i� d�tai� th� �equir�rn�nt� whf�� mus� b� m�� b� ��1 ma��r���s� c��a���ct�ori, workma��h�p, equ�prnent an� eer�i��s tn ord�� to r�nd�r a �omp���e� a�d u��ful pro�ect« �hen�ver r����e�ce is �ade �o s�andar� ������i��tionst r�gulatia�s, r�q�ir���n�sf ��a��te�, ���., s��� r�ferred �o do����nts �hal� �e�orte a���� of �h� �on��a�� �o�uman�� �ust as ���u�h �he� w�re e�bod��d ��er��n. cl-�»� s0��: �he �on� a� bo��� �re t�� w��t��� gu���nt�e or s�c�ri�y����ish�d b� the Contra�tar £or ��� pro�pt and C1-3. � � � f���h��� p�rf�r���c� o� �h� cont�a�� an� inc�ud� the followi�g: a. P�r��rma�ce Bo�� (s�� garag�a�h �3-3.?� b. P�ym�nt �o�� {��� p�r�gr�g� �3-3.7} c. �ainte�an�e Bond (s�� p��a��ap� ����,�} d. �r��o�al ar Sid S�cu�it� {��e S�ec�a1 Ins��uc��ons �o ���d�rs+ Part � and ��-�,6? ��-1.10 C���`�tAC'�� �'he �ontr��� �� th� �o�rnal eigne� agre�m��x� �i���xt the Ow�ter and �3�� �ontr�ctox c�verfng the rnutu�� under�tar��ing o� t�� two �a��ra���ing p�r�i�� abo�x� the proj��� ��o be c�rnp�e�ea� �a�n�er the �a�t�act �o�u�e�x#.s. �1-3.1�. PLAt�s: �rhe p1ar�� are ti�� ciraw��g� a�r ��produ�tia�s the�ref rom r[k��� �� the �wr�e� f s �e�re�eflta�ive �ho�ri ns� € n de t a� 1 �he Zo�at�o�r, d�mans�,�n and posi.�ion o� �tts �rariou� �l�rn�r��s o� �he pr���at# �r�a��r�ing such pro�i],es� typi�al �ro��--se�t�f�ns, 1a�out �i.ag�a�s� worl��n� d�rawfr�g�� p�e��.m�r�a�� d���a,�ngs and such supg�ernen�a� drawir�ge as the Qvrr��r �a�► is�ue �o �lr�ri��► o�Y�er dra+wir�g� ��r �ar t�xe pu�pos� of ��owinc� c�an�e� it� �h� w�xk k���ee�n�fter �ut�arized �y �he Owner. �Y�e �l�n� ��e� t���al.�.�► bound se�aara�ely frar� ����r pa��s o� tri� �or�t�eac� �3o�umen�$, bat the� ��e a�art of t�e �o�►��ra�t ��cu�er��� just �s though t�te�r �ter� bour�� �her�fn, ��-�.1� ��'�7�x The �i�� o� For� Wo�th,� Te�ca�, a�unfcipal corp�r��io�, aut�o���ed and ctta��er�d unde�e �t�e �e�as ��ate S���a�e�a, a�t�r�g b�r and �h�o�x�h �t� �o�rear�xinc� krody or it� City Ma�g��, �ach of wh�.�h ia r�quir�d b�► �har�er �a per�o�cra ape�tfic �uti�a. It�s�on�ibili�� fo� fin�� �r��orcement af ��r�trac�� i.��►o1�x�nq �he Ci�y� a� Fort #�ortk� is b� ��,arter vested in th� �f ty� I�lat��ge�. Tl�� �errn� �it� �ad ��n�r are � yn�r�ymo�s . ��-�. �3 �z��[ ��i��]��Ls Ttte �7�1y ele�cte� ar�� qu��ified go�r�rni.ng b�dy o� �h� City o� Fo�et �ar��t �e�ca�. �I-1 .�4 N��1YOit: Th� of � i�ia� J.� e�,����d Niayor � or �n ��s ab�ence, �he �a�►a�c P�o t�m o� the �it� �€ F�x�t �or��, T��cas, �1��.15 CIT7t MAL�AG��: Tlxe �f�i��a��y' appoin�ed �nd a�th�ri�et� C�.ty t��nag��r o� the �ak�]� nf For� �iox��, �`e�cas� o� hi� ���y �t�t�,ar€ze� �e��r�sentative� C�-1,16 CIT� A'����I�E�C: Th� o���c�al],y ap�ao�r���d �i.�� A��orna� of �h� �f t� af k'oae� f�or�h f Te�cas, oar h�.� dr��� au�hor �� ed r�pr��ent�t�ve. ��-�� � 3 ) C1�1.17 DZR���oR �r �u��Y� ����s: T�� duly appai�te� o���cial o� �he �i�y af Fort Wa�th, re�err�d to i� t�e �har��� �s �he Ci�y �ngine�r� ar �i� du�y ����orixe� �epras��tat���. ����.�8 D��E�TQR. ���Y �AT�� D��ART�E��; �h� du1� ap�ni�te� ���ecto� o� ��� �i�y Wa�e� Depar���nt of th� Cit� o� �ar� �orth, �exas, o� his ���� ���ho���ed �e���sen�a�f�e+ assi�����f �� a�en�s. ��-�.Y9 E�6���E�: Th� Dire�t�r of �u�lic Works, trie ������o� �€ the �ort Worth �i�y Wate� Depa�t���tx o� t��ir duly authvx�x�d ��s�s�ant�t ag�n�sR engineer$, �n����tora, or auperi�tend�nts, actin� withi� �he ���g� o� the par���ular duti�s ��trust�� to �h�m. C1T1,�0 �o�m��cm��: �h� �e�so�, �e�so��+ pa����r�hip, �orn�a�y, f�rrnr �saociat�o�, o� c�rpo�ation� enteri�g inta a contract wfth th� �wn�� �or the ex��ut�on a� ��� �o��, act�n� d}r����� o� th�o��� a du�y aa��orize� �ep���entat�v�. A au�-c�atra�tor is � p��sa�, ��r�r corpo�a��o�t or o�he�� un$�� coflt��ct ���� ��e princip�l con�ra��or, sug��yi�g labor �n� mat�ria�a or on�y Ia�or, for wo�� at t�� s�te o� the gr���ct. C1-�.2� SURETIES: The ��rpoza�e badies whi�h ar� b�un� b� such bonds are requir�� wt�� �n� �or ��e Go��r���or. ��� sur�t��s e�gaged a�� to be �u��y ��s�a��i��e �o� the e�t��e �nd sati�fa��or� fu3fiXlment of the �o��ra�� and €or a�� and a11 r�q����m���a a� �e� �ort� �� �he��a�traa� Da�uments a�d a�p���ed ��a�g�s ther�in. C�-�.�� T�E �QR� D� PROJ�CT: �he aomgle�ed �ork cant�m�ls�ed i� a�d caver�d by �he �a������ �ocume�ts, inc�u�f�g b�� �o� l�mf��d �o �h� �urn��hin� �f al� �a�or, mat�r����, tools, �quipment, and ��cidental� n�cessary to p��duce a�omgl�t�� an� s�r����able pro�ec�. �l}�,�3 wO���N� �A�s A war�i�g �a� �e d����ed a� a ca��nd�r day, rio� ��clu� �� saturday�x Su�da�sr an� �eg�l holi�a��, �n �h��h th� wea�he� ar other co�ditfons aat u�d�r th� co��r�l o� th� �ontra��or per��t th� ger�or�a�ce a� t�e prin�i�aL �nit o� w�r� f�� � period vf not 1�s� �han se��n (7} ho�r� b�tw��n 7:00 a.�. ��� �:�� p.m.� �i�h �xceptfo�� a$ �er��tted �� paragraph C7-7.�. ��-1.�� �ALE��AR ����f A ca1e���� day �s an� �a� of ��� week ar �onth, no d��s bei�g e�ce�ted. �1-�.2� L�GAL HOLZD�YS: L�g�1 �oli�ays ahaL1 b� ohs��ved as p��s�r�b�d �Sy the �ity Coun��X �f �h� �i��► o£ F�r� Wor�� �o� olo���var�ce by� �i�y �mQ1o�►e�� as �o13a�rai �1-1 (�) �. 2. 3. 4. 5. �. 7. B. 9. ��w ��ar's Day M. �. �i��, ��. Bizthda� Me�arf�� A�� I�dep�nd��ce Day L���z �a� Th�nksgiv��g ��� �hank�givin� F��da� �h�ristma� ��� �an�ary � ���r� Manday �n Jan��ry L�st ���day fn �a� 3u�y 4 �irst Mo�da� i� 9e�tern�er �our�� ��ursda� �� �o�em��r Fourth ���da� �� �o��mbe� De�em�er �5 �u�h other da�� �� li�� a� ho�i��ys as the �ity �ouncil ma� d�t�rmin� When on� of the �bo�� �arned h�Iidays os a sp�c�ax ho�iday is decYar�d �y the Cit� �ounci�f �all� on Satu�d��F t�� ho����� sha�l �� o���r�ed o� �h� prec��ing ��ida� or �f it �alXs on ��nda�� it s�al� b� ob���v�d on th� f�llo�i�� Mo��s�, b� �hos� �rnp�oy�e� wark�nq an �a�ki�g da� �p�ra��ona. �rnp�o�e�� �����ng cni���ar �a� ope�a�io�� wi�� �on�i�e� ��e calendar holi��� �s the holi���. C�-1.�6 AHBRE�YA�I���: �erei� a.�pe�r �n Contraat s�a�� �e as fo�lows: AA���Q - ���� - L AVP -- A�TA+7, � ,F��A � A�A AI � Asph. Av�. ��.vd. �r cL �I Li.�n. I�. M I� Max, �h�rever the abb�ev�ati�n� d����ed Do�urn��ts� the in�ent and �e�ni�g America� As�ac��t��� of �SGD State Highwa� ��a�spo���t�o� O�ficials Arne����n �aci�t� o� ����1 Eng�n�ers �n Ac���dan�e �ith Ain�r�can So�i�ty o� Testin� �a�e��t�ls Ame��can ���e�c YJa�cl�s As�ac��ti�r� Am�rican S���da�ds A��a�i���oa Hydr�ul�� �r�stitu�.a Aspha�� Aver�t�e 8o�le�a�d �a�t I�on Cen�e� ��ne �a�vartixed Ira� Li��ar o� L�n�a�, Poua� Ma��a�.e Ma�3.�num - ��l��a� �allons �er D�� C�6 - Cubi� �oo� per ��co�d M�.�. - Mona.-- � _ �t - �. �. � E1ev.- F - C - It� . � �'� . - �t, - CY � 7�d. - �Y - L;p�� � D. �. -� Mini�um C�ono��t��c ��r�en�u�t Ra�i�s ���ide �iame��� Q.�. - ��ts#,d� Di�m�t�r �levatian �`�hrer��,�it �en��gr�de En�h �'c�o� St�e�� Cub�c Ya�d Yard �qua�e� �Car� L�r�ear �'oqt Du�tfl� �r�� cx—� c�� ��-�.�7 ������ Q��E�: A "�hang� D�d�r" x� � �x�tten s��pXe�enta� ag�e�m��t b�t��e� ��e Own�r a�� th� �ontra�tv� ��verxng so�e added or deducted item or ����u�e ��ic� ma� �� ��u�� n��essa�y a�d which ��s ��� ��sc�fic��ly ��cXude� �n �h� sco�� af th� �ro�e�t �n ��ic� hid� we�e a�b�itt�d. Tn�r�aae i� u�i� �uantitf�� �tate� i� �he propaaai are not ��� subj��� �atter of a�hang� O���r �����s t�e inc�ease �� d��r��se is mo�� �ha� 25� �� th� amou�t of the particu�a� item or �tern� in �he origi�al ��o��s�l. A1� "�ha►nge Or�er�"' shall he �r�p�,re8 by t4�e ��t�y from in�or�at�or� a� n��e$�aar� fuarr�.����ed �� ��xe ��ntra��o�. ��,��.�5 �A��� �'�RE�T� At+�D AL��Y�: A paved �t�re�� o�r alley �hall �e d�fifled �s � stre�t or �].�ey ��,�rit�g on� of �Y�e ��ilo�a�ng typ�s o�` wsarir�g suac�a�es a�p�i�� ov��r �?�� r�atural unir��ro�red �t���ace: l. �. �. �. �. A��► ��pe o� asphalt3c �an�reta vr#,�k� or ���hout separate ba�e mate�ria�, �in� t�►�Oe of a�p�talt �ur�ac� �reat�nen�� no� including an �ii�d �urta��, w�t� or v,ritY�o�� ��}���a�� b��� �►a��r�al. Hri�k, �x�th or w�tho�t se�arat� �a�e mat��cial. Conc�'�tef wit� o� w�tho�t s��ar�t� bas� rnateria].. �r�y� �omh�inat�.or� �� �h� abave. �Y-1. �9 �1iVPAV�U 3"1�R�E'FS OR AL��*��: A� unp�,�r�d $treetr aJ.�e�rr r�ad+�ay oz a��t�r ��xrtace fa ar�� ar�a �x��pt �ho�e def f r�ed �b��xe �o� "Pavecl ���ce�ts �rrc3 A����s." C��1.30 CIT7f ST�tEE��: A ci�y' ���r�e� �� �e�inec� $s that ar�a �w�en the r�.c�%t-o�-w�� l�rx�s �� �he stree� �s dedfcated. �1-1.31 R�AUW�1�': ga�allel lines two � 9' � fee� back of exists. �`�� �aadway' �s c��i�ned as the area between ��'� feet ��ek o� t�e cu�b lin�� or �ou� ��� a�rerage edc�e of pav�m�r�� w��re no cu�rb C��Z.3� ��t�L�E�, �TR��T: A g���r�3. atreei �� �n� un�avec� stre�t 'to whi.ch l�a� i�e�n a�8r1�d or�e oae rnoace ap����ati��ns o� �rave], or sirn��ar rn�ter.�a3. ��k�er ti�ar� ttte �xa���ea�. ma�e�eial �ounc� or� �he �tre�� s�xr�a�� be�ore Sny �rn�arov��ent was made. �1-1 {61 S��TID� � � G����AL CO��YT�O�� �2-� ��TE��R��A�zQ� A�� 1��E�Af�4��ON O�' PRQP�SAT� ���"Z'���a C�-�� I�����F�E�"Afi�b� �i�i� PREPARATfO� OF P1�OP�S�AL C�--�.1 Pk�O�{�sA� FO€tM: The O�ttte� vt#.1]. furnie� �idder� v,ff�� �ropasal_fo�m, v�hi�h w��1 co�x�air� an item�.zec� ��s� af the ����� o� work �o �e ��n� ar material� �o �e �x�xn#ahed an� t��or, �rlxi�h bid�p��ces are req��sted. '�l�e �ro�osal. fox�m will s�at� �h� ��dd�r's gen��ral uride�star�d�r�� o� t�e proj�at �o be �ompleted, pro�id� a �spa�e �a�r �urnishinc� �he ama+��tt of b�.d. s���tri��►� ar�� �tat� the basi� �ar er�tering into ��ormal �or��rac�.. '�4t� �wner w��� furnis� �orrns �or t�� 8.�dc�er+� "E�[��r #�en�e R�cvtdr" '�Equipm�r�t� Sch��ule," at�d "�'i.�an�i�], Stateme�t�" a1i �f v����h rr�u�t b� ��eo��rl�r exe�ut�t� �nd f��ed with �t�� �i�ector o� ��e �it�t ���e�r �ep��r�rner�� one �r��k �rior _ �o �h� i�aur for or��ninc� of bfds. Ti�� f inancial. st���nner�t r�qui.�c�d sha�l k,av�e �e�n prepare� b� a� �nd�pe�dent ���e�ifie� pu�� i� accour�t�nt ar an tr��ep�r�d�nt �ubl�.� a��our�tan� ho�ding a va�fd germi� i��ued 1�� ar� approp��ate s�ate �,�aen�ir�c� a��r���r� a�td �Y�a��l ha��re b��r� �o p�ce�ared as �a ref�.ec� the aurr�ttt finar�c,�al ��a�u�. �h�s s�a��m�r�t rn��t be c��xen� �nd t�o� r�oze �har� on� { 1� �ear o�d . In �Y�� aa�e ��ia� a biddtrig �at� �a�1� �,i�h�.r� t�e ��.m� � r�ew ��at�m�rtt is being prepa�red, �h� �re�r�ous �tatema�t aha�Z 1�e x�pdat�� bp grop�r v�r3.€i�at�on. �i.quid a�set� ,�r� tk�e amount ef �er� i�Q�) �e�cen� v� t�,e�estiroate� proje�t oo�t wiil �e requir��i. �'ar �n ��€pe�eier��� re�ard to �e cor��idered to I�e a�cep�abYe for a given �r���et, it ��ast are�le�� the ���xer�l�r�c� o� �h� firrn ae�ki,�� qua��f icat�on �n wo�k o� bo�� �he �ame �na�ure an�3 mac�nit�de aa that a� �he p�oje�t �oac w�ti�h b�,ds ar� ta 1�e rea�i�red� ar�c� �uch e�pe�ci�ncs mu�� hav� be�n a� �roje�ts cornp�e��d nc�� more �han f i�re { 5) �►ears priar to the date ar� w�ich are to be r�e���v��. T�e �ire�t�r of t�e W�te� degartmen� sha�l be sole judge a� to the acc�p��b��i.�� �f e�pe�ier��� �or q�al.f�ication �o bid on an�► Fart �ax��i W�t�r �r��ar�m�nt px'o je�t. �he pzospe��#.�►e la�.dd�� sk�a�.�. ��hedu3.� th� eg�ipm�nt he k�as a�raxia��.e �o� t�,e ��ro��c� an� e�a�e th�t� he �il,� rer,t �u�h add�tf.o�x��, equi�men� �� ma� be �equi��� to cornplet� the pro�e�t or� �rk�ich he �ub�i�.,� a bi8. ��--2.2 IN'�ER�RET�1TT�t� �� QL1A�3TI��E�: TY�� qu�n�a.tiea oi woacl� a� ma�e�r�als �a �e ��x��r�ed a� ma� �� �i,��ed in the gropo�a� ��-�{11 �or�� �� oth�r �arts �� ��� �an�r�ct Docum�n�s wi�X �� c��sidared as ��Pr��i�a�e a�l� a�d w�ll b� u��� for �he �u�gase a� com�ar�ng �i8s on ��n��or� ba�ie. Pa�m�n� wi�� be rn��� t� th� Go��r�etor �ar a�1� ��� a��ual �uan��ti�s o� wo�� p�r�ar�e� or ma�eri�ls fur��sh�d �n str�ct a��ord�n�� wit� ��e �on�ra�� Do�ume�ts $n� Pla��. The qu��tftfes o� w�r� �o be peFfor�ed and rnat��xa�s tv b� ��rnished ��� b� i���e�s�d �r ��crease� �s ��re�na�t�r provi���� ��t��ut f� aay ��y in�al��ating th� ���� ��ic�� bid or a�� otly�� �e�uirem�n�� o� �h� �����ac� D�cum�nts. ��-�.3 ��AM���T�O� 4� �O�TRA�T D���MENTS ��D �ITE �� PROJE�T: H�dders ��� ��o�s�d �hat ��e �ont��ct Docum�n�s on ��le wi�h ��� ����� ����1 conati�u�e �ii-o� the inform�tion which the �wnex �i�1 �ur�is�. A1� a����io��l i��or�a�io� a�� ���� �riich th� aw�er ��Y1 s�p��� a��e� p�o�u�g�t�o� �� t�e fo�m�� �ontra�� docum���� �hal� �� iss�ed in th� ��rm o� written sd��nda �n� s���� b�co�e �art of the �on�ra�t Docurn�n�a �u$� a� thou�� su�� ad���d� were a�tuall� writt�� �nto th� orig���l �o�tract �acum�nts. �fd��rs �re r�quired, p�for t� t�e ffling of gropos��t t� re�� ��d �eco�� f�mi�i�r with �he �ont���� Do��m��tst �� �i��t �he s��s o� t�e pxvjec� a�� e��mt�e �a�efuY�� a�i local �o���t�on�, t� �nfo�m t�emse�ve� �y their �w� ind�p��d��t r��eax�� and tnv�s�iqa�ions, te�ts, borin�r a�d �� �uc� ather ��ans �� �ay �e n�ce�sar� to g�fn a�omple�� kn�w����� of ��� �ond�tiona which �ill be ericouriter�d durin� th� �on�tsuction of �h� p�o�e�t. �h�� mu�� ju�g� fo� ���ma��v�a �he d}f��c��tiea of �he wark �nd �1� a�tending cir�urns���c�s a�����i�g �h� �as� of do��g ��� wor� o� th� ��rne requi�ed f a� i�� �om�l�ti��, a�d obtai� a�� 3�f�rmation ��q��z�d �o rna�e an int�iligent p�oposaY, �o �n�ox�atfan �iven by th� Qwner o� an� ��pr��e��a�i�� af th� O��e� o�h�� t��� ��a� �ontain�d in �he Co�t�act �acu��nt� a�d af�i�ia��y p�omuX��te� �d���da t�eret�, �hall be ��ndx�g u�o� ��e qwner. Bfdd�rs ��a11 re�y e�c�us�ve�y an� �ol�ly ��on the�r o�n �s�i�at��� ����st�qa�ioa, research, tests� �xpl�r�tion�� �nd o�h�r da�a wh��h ar� ���essa�� fo� �ul� and �amp�ete inform�tion upon whic� th� p�opoa�l is to ba ba���, It i� �utu���� ag�e�� ��a� t�� �u�rnisaion �� a pro�os�l is grim��fa�i� evi��n�e t�a� ��� b�d��r �as rnade �he �nves�iga�f�n�, e�smi�at�an� a�d �est� h�r�i� �e�uir�d. ��airna f�r additi��al �om�en�a��on d�� to b����t�o�s ���ween cond��i�n� �c�ua�ly ��cau����ed in �o��t�uct�on �nd as ���i�a��d i� the �o��ra�t Dacu�ent� ��I� �at be alla�ed. � Th� Lags of Soi� Ho��ngs, �f �ny, sh�wing o� t�� p��ns are �or gen�ra� �nfarma���� aniy �nd ma� no� b� �o���c�. ������� the C�-�(�1 �wn�r nor the ��g�ne�r gua�a�t�e t��t t�e data �how� �s �����sen��t��� o� canditiona ����� a�t��Il� �xis�. C�-�.4 sU�MI��I�6 �F �ROPOs�L; T�� H�d��r sha�� sub�it hx� ��oposal on t�� form fu�ai�h�d b� t�e �w�er. A�l blan� sps�es appl�c�b�� to �h� p�oj�c� contai�e� �n ��e �or� $�al� �e �a����t�y fi�l�d �n and �h� Bidder s�all atat� t�� prices, w�itt�n fn ink in both w�xds a�d nu���a��, �or whfch �� p�op�s�s'�o do ��e work c��t�rnp�ated or fur�ish� t�� rnat�r���a ��qui�ed. AXZ 6�ch pri��s �hail �� writte� �eg��ly, I� o��� of d�scr�pancy be��e�� �he p���e wrf�ten fri wo�ds a�d �h� p�fa� �r�tte� i� nurn�ral�, the p���� �ost ad��n��qeo�s t� the C��� �h�ll ga�ern. �� a p�opo��� �s s�bmi�ted b� �� indivi�uai, �z� or her nam� ���t be ���ne� by �fm {her� or hfs �h��1 d��� a��hor���d a�ent. Tf a�ro�o�al �s sub�i�t�d b� a�t�rn, associativn, o� pa��n�rshipr th� narna a�d addres� of �a�h me�ber m�a� �e give�, and t�e proposal must �� sig��d by a rn��be� o� the ��rm, as�a�fat�an, o� par��exship, or �� a pez�on dul� aut�ori��d. if a proposa� is �ub��tted b� a�o�pan� or corpor�tiont ��� cornpa�� or co�po���� n�me s�� �ustn��s addr��s rnust �e giv��, a�d ��� p�a�o�aZ signed b� art of�fcial o� ��1� a���o�ized �g���. T�� �o�parat� s�a� must b� af€i�ed. �ow�� a� A�ta�ney a�t�oxizing �gent� or �t���� �o sign p��pasal m�st be ��ope�l� c�rti�i�d an� m�s� bs �� w��ti�g and a�bm�tte� w�th the p�o�osalv ��-�.5 ���ECT�O� �� ���PQS���t P�oposal� rna� �� re�ected �f t��y s�ow a�� al�e�a��o� ot word� ar f�g�res, ��d���o�s no� �a11�d for, ecnd��io�a� os u��a31�d �o� ��t�rna�� bi�s+ incom�iete bid�, e�asure�, ar irr�g��a��t�e� of an� ��nd, o� cont�in un�a��nce va��� o£ a�� ��em�. Pzapo�al �ender�� �r ��1�ver�d aft�� the off���al ��ra� d���g�at�d far rec��g� o� �p��posal �ha�l be returned �o ��e 8id��� u�op�n�d. ��-�.� BI�����UR�T�: �o pr�po�al w�lY b� �o�si��r�� un�esa �� �s ac�or�pan��d��"�rapo�a�. �e�urf�y�' of th� et�aracte� az►d ir� �h� amot�n� i.nd�.�a�ec� ir� th� "Nati�e t� �idder�" ar�� �he ��rapos�l.,' Ti�e �id Secur�t� i� req�ir�d b�r t1�e 4vrr�er as evid��ce o� good �s�.t� or� tt�� ��rt of ��e Bf�der, a�td h�► vtay of a gua�ranty ��at i� awarde� tl�� cor�tract, the Bi�Ic�e� avill ���hin �h� re�����d tirn� �x�cut� a forrnal �antract a�td �arrxish t�e requi�red ��rforrnan�� anc� othe� b��d�. The bid securi�g o� ��� thr�� lowest l��dders wi.11 k�� �ce��r�.ned u�tt�l. �h� �ontra�� �� aw��cd�d or o��e� d��posit�o� is r�ade the��of . Th� ��,d sa�n�rzty a� a�.l otk�er 6idc��r� may be retu�r�ed p�car�pt�.y after ��e can�tass o� ��d�. ��-�I3} ����.7 D�LT���Y �F PROPOSA�: �� p����s�� wxl� �e ���sid���� unles� i� xs delive�ed� a�companied b� ��s prop�r Hid S�cu�xty, to �he ���y ��n�g�� o� his r�pr�s�ntat�ve i� the o��icxal p�ace o� �us�n��� as set for�� i� the '"Natic� to �i�ders.,' �� f� �h� Hidder"s �oY� r�span�ib�lit� �o d�l�v�r t�e proposa� �t the �roper �i�� to �h� p�vper p��c�. T�� �er� �aat t�a� a��ag�s�l w�s di�patah�d wf�i �o� b� consid�r�d. ��� Bid�e� �us� ��ve the prapos�l ����a�l� ��1������. �ach graposal��ha�l b� in � �eale� env��o�� ��a�n�y ��rked �i�� �he ward �+�R�P�����il �ad th� �am� o� de��r�p��o� o� �he pr�j�c� a� desig����d �� �h� "�����e t� �id��rs." �h� env�lope ��al� be addr��s�d �o �h� �ity M�n��er, �i�� �a�l� Fo�� Wa�th, ��xas. ��-�.8 �IT�U���I�6 ��OPOS�LS: Prapa�a�s actuall� ���ed w�th the �it� �aaage� cannot b� w�thdrawn p�fa� �� th� �ime �e� fo� ap����g proposals. � r������ �or ��nT�on��d�rat�on of � p��po�a� ��st b� ma�e x� writin�, �d��e��e� �o �he C�t� ���age�, an� ���e� ��t� h�m pr�or to the time set �o� �h� opening o� proposals. �fter a1� propo���� no� ��q���te� far non�co�si�er����� �re o�en�d a�� gu�licl� r�ad alaud, the pro�o�als fo� which non��oneid���ti�n ��quests hav� �een pr�p�r�� filed ma��# at �h� �gt�on �� �he O�ner, �e �etu�ne� u�apen�d. �Z-�.� T��E��A���C ��D��ICATZO� O� PROP05AI.S: �ny �iddez m�� modi�y h�� praposal �� t�l�g��phfc �o��un��t�on �t a�� tfm� pr�or to t�e t�m� �et �or ap�ning prapo�a�st provid�d s�c� te��gr��hf� co��unication i� ��ce�v�d �� ��� City Manag�r pr�or to th� s��d �rogosa� ope�ing t3�e, and g����d�� ����he�f t�at the �it� Ma�age� is sati�fi�d th�t ����t�e� a�d ��1� �ut���tt�.����t3 �on�i�m��ion of sucl� te�egraphic coa�mur�ication over the sig�at�u�� o� the hid�er ar�a m�i7�ec� pr.�or to the proposaY op�rti.�lg tftne. �� such cortf irmatian i� �o� �r����v�d within tor���eight (48} hnu.�� ��ter th� p�opo�a� o�enin� �ir�e, no f�r�her can�ide�a�i.�rs v+ri�1 be g�ver� ta ti�e p�opas�l. �2-2.10 ��HT�Z� OP�:�]Z�i� LlF' PRD�OS�iL: Progosa�s wh�ch h��re b�en p�a���Xy fi1�d and for whi�h t�o "i+����cons�t�eratfon Reque�t" has been rec��ved wili �� �a�a6l�.clg op�r�ed a�d re�d aLoud b�► �h� Gi.t� �an�c�e�r or h�a authori�ed repre��r�tat�v� a� tk�� �i�e �,nd pl�ce indicat�d in �he "i�otic� to Bi�de�s." AiY pxoposa�� uv�ich hav� b�e� oper�ed ar�� re�d wi�l r�e�a�n on fi�e �ti�h �h� Qt�ner un�il the �o�tt�zact has been awar�ed. 8idders o� th��r au�k�o�is��c3 �epr�s�ntati�r�a a�e inv'�.�ed �o be presert� Ear th� apening of �ids. ���-�,11 �1�R��DLA1� ���P���S: �r�posals �hal1, b� cor�si��red as being "�r�e�ulaac" �f ���p �how �,r�y amissior�s, ��tera��o�s of form, addi�ion�, or �o�ditio�ts not cali�c� for� ut��uthorizec� sl��rnat� bids, a� �rre�ula��,ties o� an� kf n3. �3owet�er# �l�� ��-�(4� Owner reserves th� rig�� �o ��i�e a�y a�� ��1 �rregul�riti�� and to make t�e aw�rd o� �he co���act to the b�st �nt��est o� �h� ��ty. T�nder�ng a p�opossl ����x �he ��osi�� hour is an irr����ar�ty w�i�� �anna� be �a�ve�. �2-�.12 ��SQ�A��FI�ATIQ� �� B3DDER�� Hid��rg m�� b� disqualified a�� �h��� p�opo�als not co��idere� �o� any of� but ��� lirn���d tof t�� fo��owin� reason: a. �easo�s �o� �e1�e�in� that col�usion e�ia�� �rnong bid��rs. b. ��ason�ble gro���s £or �elieving �ha� ��� bi�der �� i���xes�ed �n moz� t��n one praposal �or �or� co���m�zate8. c. �h� ���d�� ����g inter�sted in ��� l���qation again�t t�� ���e� ar wh��e ��e D�ner m�� �av� a , c�aim agai�st or be erigag�d �n ����gation ag�in�� ��e bidde�, �. T�� bidder �eing in arrear� on a�� ��f�tf�g co��ra�t • or hav��g �e�aul�ed on a �r�vio�� �ontra�t. e. �h� bz�dez having p�rfarme� a�r�or contr�ct �� an unsatis�ac�o�� rnan�er. f, �a�� o� �ornpetenc� as reve�l�d b� ��� financial ' �t�tam�nt� �xp�ri��c� re�o�d, �q��pme�t sched��e, a�d �u�� i�quir�es �s �h� �wfl�� may �ee �it to ma�e, �. U��ompLete� woxk w��c�, in �he jud���n� o� t�e �wner, wili prev��� o� �inder �h� �romp� ��mpLetion o� a��i�iona� wo�k if a�arded, h. �he �i��er no� �����g with t�� Dwner, ��� ���� �n �d�an�e �� �he hour of ��e oge�ing of propo�als the �ollow�n�: �. �inanctal ��a�em��� �ho��ng tha �fnan�ial �an�ftion o� ��� �fd��r a� speciffe� in P�rt "A�� _ 5����a� ���tru�tfon�. �. � current e�������ce �eca�d showi�g e�p���ail� ��e pro����� o� a nature similar ta �he o�e un�er �anside���fo�, �h��h h��a be�� �u�c�ssfu��y camp�ete� b� the B�dde�. 3. �� e�uip�ent �che���� ��ow�ng tb� �q��pment the ��dd�r ha� a���lsb�e �o� use on t�� proje��. T�� B�d P�opos�l o� � bidder whof in t�e judgmerit o� ��e Eng�n��r, i� disqualified �nder ��e re�u�r���nt� s�ate� h�reinrt �haYl be ��� aside a�� �ot ��en�d. C2-�{5} ���� � - ������� ca��z�ro�s ��-� ����� ��n �x���m�a� �� ��c�r�r��s ����io�a c�-� x+�n�� ��a� ���cr��iot� n� �ocons��ams: ��-3 . ], ��N��DERA'���N oF P�to�osAL�: A�t�r p�ro�osa].s #�ave ���� o�aen�d ar�d �cea� a�.�ud, the ��c����als wtill b� tabu�ated an t�e bas f s �f `�h� qu�t�d pr i�e� r�he q+�a�xt it�.es show� in ti�e p�eogo���, and the agp��cat�or� �f s��h �oar�u�a�� or ��her rne�had� o� br�.rtq��xg #���m� �o a�amrnc�n �asi� as m�� b� es�abXisheB ir� th� �or��rac�. �o�u�ents. �he tota� ob�a�ned b�r taking tY�� �urn of t�� proc�uata o� utx�t gri��� �u��ed and tri� �st�mated q�xar,���.ie� p1�� an�► lump sum item� at�d su��h oth�� guoted arnounts as ma� eriter int� �he �vs� o� ��ie oorn�].e�e� g�c�jec� arill ia� �or�s�.de�ced a� t�e a�aun� of �ixe b�d. t�nti�. th� �ward o� �he cor���cact f� rna�� by th� �wt��r� the r�ght wi�l he �eee�rv�d to re�e�� �ny ar all grog����s ar�� +we��v� tacY�nica��tfe�, �o re-adv�rtfae fnr t�e�a �x��pos�ls, o�r �o p�cacee� w�th the worlc i.r� ar�� m�nt��x as rnay�e �ox��ider�d for �he be��. iater�s� o� th� ��rt��� . c�-�.� �tt�o��fi�r �u�zr���s �r���x���s�l�aor��r��o�rr��n sv����ss �i���R�R�SE �01��L�A��E� �ontr�ctor ag���s t� ��a�v3.de to Q�r�xe� � �por� request� carnp�.��e anc� accu�ra�e �nformat�o� a��ga�d�nc� a�tua3 wor1� perf�rsned b� a M#,n�ri,�y ���in�ss �r�t�rgris� (�s�;l and nr a a F�omar��o�tn�� Bu�ines� �n,t�rp�c��e {���� o�x �Sx� corttra�� ar►d �h� �ayment th�r��or. �ontrac�.vr furth�r agrees t �xgo� r�quest �iy DWh�� � to a��o+w and �u�3�t and�or ar� e�rarnina��or� o� �n� �ooks, �cecord�, o� �i�es in th� p������ion o� �o���r���oar �hat w�1�. ��tbs�at�tiate the a�tual work per�'orm�d by �ha �S�E or ws�. Any ma�e��a� m,isrep�ce�er�t�t�,or� o� any r�atuace w�l.�. be �rat�rt�s �or ���cmina�ion a� �l�e cor��ra��t and �or tr�i�ia�ing an� ��tf�r� ur�der a��ro���a�a ��d��a�., �tat� o� �oca� l�ws �ttc� orc�i.r�ax�ce� rela���g �o fal�e statern�n�sx �urther, any suci� rnisrap�eesen�a��or� rnay be g�ounc�s �or d��q�a��f ica��on o� Cont�a�t�r at Owr�e�r'a ��scr�tio�► for b�,dding o�x futu�ce �ontracts w�th tk�e �wne�r for a p�rio8 a� tirne o� no� �es� �han si�r I 6� r�onth�. �3-�3.3 �gUAL EMPY,�Yi�+�EN�' PR�V�Sx�N�x Th� Cor��ra�to�C �h��l �omgl�► wi�h �u�rent �it�► O�cdir�an�e p�ec�h�b�ti.r�� ��.�crtminat�on �.n e�ploy�rn�rit gra�ti���. �3�-3 I�.� The �on�����o� �h��1 pa�� the re�u�r�8 natice to t��t ��fec� � on t�� �ro���t si�e, a�d, at h�� r�q�est, w�l� b� �xovi�e� assist���e by �h� Ci�y af For� Wor�h's Eq��1 �m��o��en� 0����er who wi11 r�f�r an� ��a]i�x�� applic��t he may h��� on f�l� i� ��� o�f�c� to �t�e �o���a�t�r. Appr�px�a�e ��t�c�s �ay b� acquir�� f�om ��e �qual �rnpl��rnen� �ffi���. C3�3.4 ��T�D��W�� �F PR�P�SA��: A�t�� a pzopo�al has ��en' read �� t�� Own�r ii �an�o� b� ����drawn b� �he ���d�r wi��fn �or�y-��ve �45} ��y� a�t�r th� dat� �n whxc� �he prapos�ls wer� o�e�ed. �3�3.� �W��D O� �QNTR��T: T�e Ow�er ���e��e� �h� r�ght ta w��hho�d�ina� ���io� on �he ��ap�sal� �or a rea�o�ab�e �i�e, ��� to exceed �or���fi�� i�5} da�� a���r th� date o� op�ni�g p�op�s�l�, and �n no �ve�t w�ll an �w�r� be m�d� ����� a�te� �n�e���gatfon� ��ve be�� �ad� a� to �he responsib�l�t� o€ �he p�oposed aw�rde�. T�e �ward a� �he c���ractr i� �n aw�rd fs mad�� wilZ �e to the �owest and b�s� r�s���s�bl� bi�d�r. ��e awar� o� �he co��rac� �hal� ��� ��co�� eff�c�i�e u�t�i the ����� �as ❑o�i���� �h� �o�����to� �� ��it�n� o� suc� award. � �3-3.6 ����R� QF P�D�O�AL S��URIT���: A� soon �� �r��oa�d gri�e �otais hav� �een d�tar� n� for �om��ri�on o� bid�� the pwner may, at it� ���Cr��1Q�� r�t�rn the pro�a�a� �e��rft� whi�h ac��mp�ni�� ��� ��opoaal� �hich, �n i�� ju�gment, wou�� not b� aons�dere� �ar th� award. ��� o�he� �ro�osal s��uri��es� us����� tho�� �f �he �hr�e �o�e�� bidders, �i�� be r��ai��� b� the Ow��r unti� ��e req�i��� co�t��c� �a� b��n ������ed an� band ���n����d or t�e O���r �as o�he���se dispos e� o� �h� ��dsf ��te� which t�e� �f�� b� �eturn�d �� �he �fty ���r����y� ��-3.7 8����� Wi�� t�� e���u�ion a�� �eliv�ry of �h� Cont��et Docum��t�� �he �ontr�c�or aha�� ��rnish t�, �n� �ile ��t� �h� Owner f� ��e amount� herein require�, t�e fal�aw�ag �v��ss �. P��F���A�C� �O�D: � go�d a�d au�fi�i�n� p��fo�����e bond in an ��ou�� n�t �e�� t�an lOQ g���e�� o� t�� amount n� ��e contra��f �s e�id��c�d by th� pro��sa� tabula�f�� or atherw�s�, gu�ra���ei�g ��e �u�l and faithfu� e�ec�tio� a� t�� w��k a�� per�o��ance �� the �on��a��f ��d �p� ��e prot�c�ion a� the O�ner an� a�l o���z p��sons �ga�n�� ���aga by reaso� �f neg�tgence a� t�� �o�tr���or, or imprope� �x�cu�io� o# �h� wor� or th� ��� o� in��ri�r ���eri���. This p���orman�� C3-3 (�1 b��d sha11 g uar���ee �he payment ��r a11 ���o�+ mate�ia��t e��ipmen�, su�pl���, a�d servtces us�d i� �he �ons�ru�tion of th� wor�, �nd sh��l rem��� i� �t�l� f�rce and e��e�� ur�t�l provis�.a�s �s ab�ve s�igulated ar� ac�omp].isriea� ar�d ��.r�al p�yment �� m�,de ar� t�h� pro���� �� �he �3.��. b. bIA�EI�T�i�2si�CI� S�NI]: �i good s�d ��ff��ien� - m�i.r����snc� �on�, in tYt� a.���r�t o� not �.��s th�n . 10� p�rcent n� the 2��4urtt of the co��r��tr ae evidenc�� b�► tl�e �ro�o�aL ta�alatia� or o�h�rv��se� guaara�x�ee�.r�g the �ror�pt, �xz�� anc� fa��#�€��. ��rfor�nan�� of t��� g��ne�ea� guar�nty whici� �� set �o�r�h �� ��ra�r�ph �8�8.�0. C. PAYI�'S�N�' $�N1J: A�OOC� A[1� Ski���C��i]� ���Clti�i'lt �Ol"lLir in ar� ar�o�r,t not �esa tl�art �.�0 perc��t� o� the amoun� o� �k�� co�tra��� as errider��e� by �ha p�o�o$a�. �abulat�on o� o��erw���, c�ua�anteeinc� �he �rom�t, ��L� and fa��h�u�, pa�m�r�t of all c1��.�ttart�s as r�e��ned in Arti�le 5Y�0, 3t�tr���d Cirri�, 5tatut�s of '���t�s, 19 �� r a� amen��d b�► I�Ioust� ���i 3�� Act� 5��� ��gi��,att�re, �tegul�r ��s��.o�. ].�59+ �ffe�tiv� xpr� i 1 � 7 , � 9 � � , and�a r �he late�� �e �� �or� thereo� # ��p����.�g la�or �n� rna�.���ais �,r� th� �rase�ut�on o� �he work p�rovfdeo� �oa� fr� tlxe �ontract �eing �o�t�tru�ted un��� �hes� ��aec��i�atior�s. Pa�ma�t �ond atrall re�n��r� in fora� ur�til �1� p�ym�r�t� as abo�� $tipulated a�e made. �. ���#��t $qt��� : Suc�x otrier ban�s as r�a� be r�qui.�c�� b� ��e�� �or?t�a�� Docu�ner��s shal� �e ���ni$h�d �a� th� Cor��rac�or. i�o �ure�i�s w3,1.1 be accepted b�► �k�e �vrn�r whfch ar� a� the tim� irt de€au�.t or c3�].ir�q�eat on �,n� bor�ds o�e t�h�ch a�e irtte���te�� �n �n� 3�.t�c����on a�aiz�st the o�n��r. A�I banc�e s�al�� be r�a�� on the ��rrn� �llfh18�3�� �� ��i� C�wner ��c� ��a1i be ex�cuted #� an app�eoved auret�r compari� do�r�a� �usin�ss �n t�he �i.�,y of Fort Wor�h, Te�r��t a�d which is ac��gta��e to ��� own�r. ��x o�rc�eae �a b� a���p�abl�, the �xame �f th� �u��t� �ixai� �e fn��,�d�d ar, th� cur��r�� U.�. '�reas�r� �.is� o� accep�a��.e sur����s, ar�d �Y�� am�unt o� �ond wr�tter� b�r any one a��e��able cor��any �hall. n�t �x��ed ��i� arnaunt �hawr� v�n �he T���se�ry �t�t far tl��t �ornpar��►, Ea�h band �h�11 be prope�Y�r �xe�ut�d b� �oth tt�e �ontsact�r an� ��tret�r �or�par��. �hauir� any surety oa� t�e contrac� �e deterrn�,r�ed ��satis�actoxy at a�y ts�e b� th� ��rn�r, r�o�.��e w��,� �� giver� trie �ar�tractar to that ��fect anc� �he Contractor shal]. �rnme��a�e�� pr�v.�de a C�-�3 (3} new su� �ty satisf�c�a�y to t�� �����. No �a�rne�� wi�X b� mad� unde� t�� con��ac� u�til t�� ne� s�ret� �r ����tia�, �s re�ui�ed, have q�al�ffed a�d ���� �e�n a�cepted by �h� ���er. �h� con�ra�t sha�l n�t �� o��ratf�e �o� wi�� ��� p�����ts 6e du� o� �ai� u�ti� a��rova� o� t�e bo�ds b� t�e �w�er. �3-3.8 �X����YON 0� CONT��CT: �i��i� ten IX�� days a��er the Qwn�r �as �ggropriate r��al�tio�, or ot�erw��e# award�d �ie ca��r�c��f �he �o��ra�tor ��a�� e�e�u�e �nd file w��� the Q��er �h� �on��ac� and suc� bo�ds �� may b� r�q�i��d��� t�� �on�ract Documen�s . Nv �o�►��e��� shall be �ir���ng t�pon tt�e ow�,er �satf � it k�as �xe�� ��te��e8 by t�e �ity �ecretar�� �ppr��r�� �s to farm �nrl �,�c�2�lity by the �i�y A��orr��yt and e�c��t�ted for t��e D�vn�r t�y eith�r �h� Mayor o� C�t�► �ia��g�r. �3-3.9 �'AIL[l�� 'Y`p E7C��U'Y'� �Qt�TRACT; The fai�a3�e pf ��ie A+�ard�e ta ��ec�te ��e �'equ�red bor�d o�r bor�c�� or �o �i�r� th� �e��u�.�'�d ��ntra�� w�thin ten ��Ol r�ay� aft�r th� canta�ac� �a awar�led shal]. be �or�sfcl�r�d, �� the Owner as �e� a��ndoflrner�� of h i a p rop�s a�, �nd �h� Owr�e�r a�a�► an�nul the At��rc� . �� �r�as�n �� th� uncer�ais�t�► �f �h� ���ket p��c�s of m�tet��� art� ],��v�, �nd it beiag impra�t�.�ab�.e z�r�d d����cu�� �o �ccurat�l�r d���r�rin� �h� amoun� o� d�r��c�e� c�c�ur �,r�q �o th� Owr�e�r b� �eason� �f ��fd awarde�*s fai�u�� to ex�cut� �a�r� l�o�d� �nd contract wf t�i� t�n �14 } da]�s, �h� progosal. �ecu�i t� accam�x�n�►�r,q th�e p�opos�]. st�al� be th� ag�ce�d �rno�z�t of da�nac�ea which owr�e� �r�11 ��x���r b�r �ea�on of ��ch fax3�r� o� �he pa�t o� the Aw���c��� anc� �ria�l �tte��u�or, i.��t�dia�te�� be ��r���.�.ed �o ��e �wner. Th� ��.�ir�q of a prapo��� w�ll �� cor���dered a� �n a�cep�r�r,c� o� t��s �ro�x�s�a� by the 8�dd�r. ��-3 . �� HEG��t�Ii�C ��RFC: �kxe ��n��ea��or ��ial� no� cornr�enc� work ur�t�� authori�e� �t� trrri.��ia�g �o d� �� by tfne owr��r. Should �t�� �on�r��tar �aii �o carnr�er��� �rorl� a� th� ��t�e o� th� proj��t within th� ti�� ���pu�a�ed �r� the v�r����n authorf �atiar� u�ual�� terme,d the '"�ork Dr��r" or "�roce�d O�der"� �t� is �gzeed th�t the ��r��� Cor�pa�� wi��# within t�n f 1Q } dag� aftex the �o��r�r�cem�nt dat� a�t �orth in �uch �rri�t�� au�ho�r��a�i,on, a�manenc� ��xe ��,y�aical executfor, of th� cor�t�ra��. ��-3 .�.� r��URAI��E: The Cantractar shal� �o� �ommence w�rk unc�e� this cantract un��1 �� k��� o���fn�d ��1 th� insur�,nca ��quir�� t�r�c�e� �h� Gor►tr��t Doc�rner�#.�, 2�nd �such ins�r�,r��e t�as I��en �p��o�red b� th� �wn�r. The prirn� �on���ct�r s#�a�� be re�ponaib�e ��� d���vering to ti�e �wr��r �h� sub-�ontracto��' C3�3 �4� c�rtifi�a�e nf i��urance ��r appra��i. T�e ����e contractor aha�� i�dica�� �� �he certi��ca�e o� �nsuran�e in�� �d�� xn �h� doc�me��s for e������vn wh�th�x or �ot h�� �nsu�an�e ���er� �ub-�on�rac�or�. It is t�� ���e�t�on o� �h� ����r t�a� the insurance �a�er�ge r�g��re� here�n shaYl inciude �he �ave�ag� o� ��� sub-cont�a�to�s. �. �O�P���ATI�� I��URA��E: The �v��rac�o� �ha�l _ main�ain, du�in� �h����e o� ���� cont�actt �or�ers' Ca�p��satio� �n�u�a�c� on a�� of hi� em�l�ye�� �o b� enc�a�ed �n work on the �ro�ect unc��ar th�.� cor��ract, and fo�c al��, s�b�-contractc���. zr� �as� an� c�ass o� ernp�o�ree� er�gaged ir� haaardo�� ���c1� o�, ���t� �raj�a� �nd�r �i�is �on�ra�� is no� p�o�ect�d �n��r t�te 9�orke�s' �ompensat��n Stat���, �he C�ntr�cto�c �ha�l provi�� adaquat� ernpioy�r�s g�z��ral li�biL�.t�► i.�suranc� for th� prat����or� o� �uch of hi� �mpl���e� �o� �o protect�c�. b. COMPI��HE�1���E �E�]ERAL �,I�S��,�TY It�S[�R�IN��: �'}�e �antra��a�r �i�a3.��rocure and sY�a�l ma�nta n du��ng �he li�e o� this c�r���r��� �or��x���o�c's �arnprehensi�r� Ger�era� L�ab�i��� �nsurar�ae �Pu�lic Liabf�].��y an3 ��ap�rt� Da�ag� �na�r�r�ce� i.r� an ama�nt not �e�s �ha�n �5[30,4�� �oveacing ea�h o�curr�nce on accour�t a� bo��1� �r��ur�, i�r��u�d�,ng dea�.h, an� in a�t arn�unt not l�sa than $540���� co�re��r�� ea�h o��u�r�r��e an a��oun� o� prop�r�.� damage w3�h ���������� u►rnbrella �o�i�g cover��e, c. ADD�T��L�AL L��A��L��Y: The fu�nish ,�t��uran�e as ��ga��t addition��. �ndorserne�t�t. abav�-r�����o�ed p�liciest ��d ir► Contr��tor �hall e po��oi�� �r 1�� to �n� o� the �he am�unt as ��� for�h �or �ub�.i� �f�faility �r�d p�rope���► �amac�er t�� ��ot�owir�g �.��u�an��: ]. . �■ �ontingen� L�.ai���,ity {�ov�ers 6�r��xal Co�trac�ar' � Li�b�l �.ty� f or acts o� S�}��COri���C#�OrB� . ��819��.x1L�{ p�f O� �.O ���► k}�24$��hGJ �}A�ri j C�OR� ■ �, �o��.a�s� of bui��ings o�c g�ruct�re� a8jacez�� �o exca�ra�ion ( �.fr �xcavations are to �e per��rm�d ad�ace�xt ta ��me} . 4. �amage to u�c�erg�rout�c� utiliti,e� ��r �5��,���, ��-3 �5� 5. �. �u���er'� ris� {w�er� abov��qrou�d �t�uct�res a�� x��o�v�d}. � �antra����� L�a�ilit� �co�e�� a�� ��de�n�fi���ion ��q�zr�me��s of �o�tr��t}. �, A��O�OBYLE ���U�A��E - 80DIL� Z�J�R� A�D P�����TY DAMA��: �h� Con�ra�tar sh�ll p�ocure and rna�nt�i�, � dur�ng ��� �if� �f �h�� Cont�a�t, Corn��e��n�iv� Au�om�bii� �iabi�it� fnsurance i� an �mo�n� �ot ��s� �t�an $��Ox0�0 £ar injx�r��$ inclucixng acciden��l death ta any art� person and eu��ect to �h� sama �i�f t faa� eac� �erson an a�oun� rto#. l�ss tY�an $500�0�� �r� ac�oun� o� orre acc�d�ntr �nd automobi.�� prop��t�r damage i,r���s�ance �n an ar���,nt not le�� ��tan $�, 00 t Oi10. e. ��OP� 0�' ��]��]F�AF��E A�D Sri��r�L ]iAZAI�b; T�e insu�ar�ce r�quire� ur��er ti�e abov� �ara��apk�s ��,�11 prav�de aclec��a�e ��ot�ctio�t ��r th� �ontractor att� his s�]��cor��sact�rsr res�ae�tfv��y, �g��.�ts� d�mage claims wh��h ma� �x�ae ��rom o�e����or�s ur�der tl�is contra�t, w�e�her such operatiot�s �� by t�he ���ur�d o� by �x�]�or�e di�e��1y or �r�d�re�tl�► e�ploy�8 by hirn, �r�c� a��o ac�s�nst ar�� of �he �o��ov�ing sp�cfai haza��� �rh��t� rn�� b� �r�c����ere� ��t tt�� p�rforrnance o� �h� �or�t�a��. � �. PRD�� �F CA�i�tIA�E OF ��iSU�14�iCE: 'l��s �ontractar s�a�l �ttrr►ish tl�� �wr�es with �a�i�fa,��oz�* p��o� o� co�e�age b� irx�u��,r��e �r�qtx�x`e� f n t�hese Contract �acurner�ts ir� a�+oun�� z�nd b�► carri�r� �atf�fa�tory �o th� Owr,e�. (Sam�].� attaci��d.1 A].� ir���tr�nce �ec��i�r��a��t� rna8� upor� the �o3���ra��or �Y►���. �PP�Y to the su}��-�ont�racta�, sho�l� the P�i.r�e �on�racto� " s �r��urar�ce �►�� c ���r ��e �ub��a�txacto�'� worF� op�ratio��. �. LO�A� 1��E�T �OFt ��SLI�tA�C� AND B03V�1�I�G t '�'�� insur�flc� and bondix�g �ompani�s �vx�h �rl�orn the �ant�ca�tor' � �nsurance a�d ����or�a�n�� f �ayr�er��, tnai�n��na��e and al� �uch ot�er �onds a�e v�ri�.tefl sha�l be re�res�n��d by ar� a��r�t or �c��n�s hav�ng �r� ���i�� Yocated withi� th� ci�y �.i�n�ts a� the C3-3 (6� ���� of ���t �arth� Ta�r�nt Cou�ty, �e�as. Eac� such ag�n� aha�l be � du�y qua���ied, ��� upo� who� serv��� o� pr���ss ma� be had, �nd rn�s� �a�e �ut�or�ty and po�e� �o a�t on b�half o� th� #.n�u�a��e and/or bor��i.r�g com�ariy to r�egotiat� �nd se�tle with the �i�� of �'ort 4�o�th, or $n� othe� c���rn�n�t ar�y �lairn� �h�t the �it�► of F��t i�ort� or other ��airnan� oz ar�y pro�aert� own�r wl�a �a� been damag�d� rnay� have ag��n�t �he �ontra��or, �nsurar�ce, a�d�or bondir�g com�any. �f �i�e lo�al �n��x�car�ce �cepr��e��a��ve �s no� so �mpowe�c�d by th� fr�sr�rar�c� or bond�i�g co�n�aniesf �h�a guch au�horit� m��t be vestec� i�t a�.o�al ac��nt ar cisixna offi��r �c�si.ding �r, the �letropl��c, �.he Faar� V�ort���a13�� ar�a . The r��ra� o� th� ag�r�� o� aget��.s �ha1� b� set �ort�, o�n a17. of su�h bond� �ttd ce�etif fcat�s o� �r��u�ance, ���3 .�� �Ob]'1'��iC."�'OR� � OHLIC�Pi'�'I�I�$: i]ilC�e� t�� �'�CltIBGCt � tl�� �on�ra�ta�' ehall pa� �o� �13. mat�rfais{ l�bar att� e�rvi��$ when due. �3-3.13 �E��CL� �P,YR�LL: A cer�i�i�d cop� o� �ach payrol� c�verfng pa��ne�� a� wac�es ta al� ��rsor, engac�ed �n w�rk �r� tha �ro�e�t ��. t�� s�te of tk�� proj�et sha11 be ��arr�isk�ed to #�he Owrter ° a rep��s�nta�.ive v���h ir� s evex� � 7} d�ys a��er i�i�e c�o�e of ea�h pa�►r���. pe�iod. A co�y o� cop#.�s of tl�e apgli�a�le m.tnimu� wac�e rates as ��t �or�i� �.r� �h� �on�ract �ocu��n�s eY�a�l be �e�t post�d �n a cor��pi.�uous �1a�e at th� af�.e of �h� �r�ject at a11 tim�� c�u�ring th� c��rse o� th� �on�ra��. Copi�s of the wage ra�ea r�i�� b� furr�ishec� �t�e Con�rac�o�� ��► the Owne�; ho�t��r��c, �ost3ng ar�� protectio� of �1�� waa�e ratea sha11 be the res��r�s3.bi�.fty of the� �o�ntra��o�. �3�� . �� C4i�TRA�T��trS ���]�`RA�'� ��M��YS'TRAT��IJ: �xny Cont�a�tar+ wlne�h�r a per�on� pe�rsor�s. par�nershipr car�pan�� f�rm, a�aoc�a�ior,, carp�rati.on c�r ather �aho is app�rov�d to d� �us�ne�s with an� ente�s �.�to a cor���a�t wi�h t�� �it� ��r �on�tru�tien �f w��e� andfa�c sar�itary sewe� fac�l�ti�s, �r�,7.� #�a�r� ox �ha11 es�a��lish a fu�1�► ag���tie�al bu��n�s� o�fi�� wi�.t��n the �`o�� �orth--Da�Ya� rr�et�o�ol.i��n ar��. �'�e Co���c�c�o� �3�aI1 cha�ge, ���egatef or a�sigx► �hi,� o���ce (o� �e ma� de�e��te h��s �roj�ct S�peri���txde►��� with �u�,l su�ho�i�y t� ��ansact �11 bu��ness a��i�r�s r�qu�re+� in �h� p�rfo�rmar��� o� �h� �or��ra�t�. Tk�i� Yoc�l autlxarity �sha3.�, b� m��� respon�i.bl� �� a�t for the �ontr�c�or i�x a�l. matt�rs pe��aining to the wor�[ govert�ed, b� t�he ��ntra�t w�eth��c it be admfn�a#��a��v� o� o�h�rwis� and �� ��ai� shall b� �mpowe�redr th�� delegate� at�� c���e��e�� to s����� ai]. r�ate�rialt labor ar a�h�r axpanc��t����� a].J. c�a�ms ac�ainst the �ror3c o� a�x� o�her �3-� (7� { l mat��r aesocia�ec3 s��� as ma�r��ain�in� �d�c�e�a�� at�r� �p�ro��iat� in�urar�c� �r s�c�tr�l��► �o�►�x'age far t�e �r��e�t� . �uch �oca�. auti���i�� ��r adrn�ttis�rati�n of th� worlc und�r �h� �ont�ac� ��a�1 l�� �a�nka�n�d un�il aIl �+�s��ess t�ar��sa�tions �xecut��, �s part o� �h� Can��act are comp���e. Sk��u�c� �he �oz�t�rac��r's prirt�f��e� b�s� oE op�r2�t�or�� �e oth�� �Y��r� �r� �h� E^�rt �o�rtk��Dallas rnetro�o�itan ar�a� noti�ic�t�o� af �h� ��z����ctoz"s ass�,gr�,ment o� 3�ca1 aut,�,o�r�t�r sh��l �e rnad� ir� writi€�g to ti�e Er�c�irt��r in ad�r�t��e of ar�y work on �t�e p�o�ect, a1�. a���e�prfa�e7.� s��ne� and se��ed,. xr� a��Xic�b�e, b�r th� �antrac�o�r" s re�pons���� off i�ers �r�t� the �nder�tanc�x�g tha� �his w�i���� aesignr��r�t o� a+�tho����► ta a loaal r�presentatitre sha�.� beco�e �a�� of �1�� p�p je�� �or����ct as thongh �ounc� d�r�etly �r�ta the project d�curnents. The intent of �he�e requir��er��.� i� �hat ��Y matter� a��ociat�d witi� �l�e �on�racto�'s ad��nistration, whetY�er it �� �rie�t�d fr� �u�cthe��r�g �he wro�rlc� o� ��he�rr �� govexned d�rec� by ]ocal au�hrr�r�,t�. �#��,s �arn� �c�r�ui�c�me�t �s im�osed on i.r�suranc� and �uac��� �ov�rage. �houlc� t�,e �ont,ra�t�r's �.oca�. �r��ar��en�a��v� �ail t� �e��or� t� �h� �a����a�t�ot� a� �n�ineer� the Engineert a� h�.� sol� di�cr�tian, ��� demar�d �hat su�h Xqcal re��rese�t����'� b� r�gl�c�d a�c� ��te �rtgin�er may# �t his so7.� discr�tion, a�op a�.J. vror#c �nt�Y a z��w loca�Z authorit� �at�s�acto�� to th� Engiriee� is ��sfqn��. i�o �r�cli� o� �to�kfr�g ���� �*ill be �o� peri.ad� it� whial� rv�rl� stvppage� a�� in e�fect �or t�,�� r�ason. C3-3,1.5 VEi�i��: �ien�e of any ac��o�t �e��inunde� �ha��. 4�e exc��aive].y �rs Ta�rant Cou�ty, �'�xas. ��-3 (8) PA�� � # GENERAL CO�D��TONS C4-4 ��OPE �F �OR� SEC���N C4-4 SC�PE p� ���� �4-4.1 ��TE�� �� CON��A�T �O�U�ENfi�: �� is t�e d�����t� in�e�tio� o� ���se Coatract Da��me�te �a prov�d� for a comple�e, u�e�ui �ro�ec� w�i�h the �ontrac�or un��rtake� �o cons��uct o� furn�sh� ��1 �n fu�� �oro�li�n�e with t�� requiremen�� and x��e�� of �he Co�tra�t Do�u�en�s. �t i� d�fi�it�1� und�r���od tha� �he ��n�rac�or sha11 do a�� w�r� as provided �ar i� th� Co�tract Documents� gha�� do ��L �xt�a or sp�afal �or� as ma� be ca�sider�� �y �h� �w�er as necessar� t o aom����e t�� p�oja�� i� a sa��sf���o�� and acc�p�able ma�n�r. ��� �o���act�� s�a�l, un��ss o��er��se sp�c���cali� ��a�ed ia ����e ���t���� �ocuments� �u�nie� �11 l��orr �aolsx rnaterials, ma��i���y, �qu�prn���, ��e��a� ����i�es, and i����e�t��� �ecessar� t� the grose��t�on �n� ��m��etion of t�� ��o�e�t. �4-4.� SFE��AL �RQ�T8Y0��: Shoul� any war� �r �o�diti�n� �h��h a�e nat ��oraughl� a�� satis�actor�l� stip�late� o� �o�e�ed �� �e����l o� �pecial �o�d�t�ons of the�� �ontraa� D�curnen�s be �nt�ct�ated� ar sh�u�d the�� be any �ddi�iona� propoa�d �ork w�ich ia not c�ver�d b� ��e�e Co�tract �ocurnen��, t��� "Sp�cia� �rovfsions" covering a�� such work wiY� be prapared �� the �wn�r previo�� to the t�m� o� re�ei�ing �id� cz progos�ls for such �ork and f�rnfshed ta tb � �idder i� �he �orm o� Adden�a, 1�11 �uch "�peci�� �rovi�ian�" �ha�� �� cons�d�re� �o be a �a�� �� ��s ��n�ra�� D��urnents ��st as th��gh �h�y ��r� o��gx�axly ��i��en �h�rein. C4�4.3 Z���EASED O� DE�REASED Q�A�TITIES: ��e �w��r �eserv�� the �ig�t ta a�t�r ��� q�a���tie� o� the wo�k to �e p�r�or rne� ar to ext�n� �r sha���� �he �mp�o�e�en�� m�� a�� ��m� w�e� a�d a$ found �o �e ���e��a��, s�d �he �o��ra�to� s��li pezforrn the �o�k a� a�tered, �acraa�e� �r decr�ased at the u��� prices. 5��� i�cr��se� or decre���d guantit� �ha�� �ot �� rnar� �ha� �5 ge��en� o� th� c��te�p�ate� quanttt� a� �u�h ��e� o� ��em�. �h�� euc� �h�ng�s �n�rea�e or d�cr�ase the arigina� quan�i�� o� �n� itern �r ��em� o� �or� to be dane or mat�r��ls to be ��r�ished by �he 2� pe�ce�� or �ore� �hen ����er garty to �he con��act sha�x u�o� wri�t�� �eq�ea� �o �h� oth�r par�� �e �ntft��d t� a r��rised cor,�idarati�r� upon �k�a� po�rtf�n of the r�o�rlc ab�ve or ��low tl�e �� g�r�e�t� of ��� orig�nal quar�t��yr s�a�ed in ti�e pra�aosa�� su�h re�ri�ed aor�s#�deretion to b� d�tezm�ned b� ��a��ia� ag��emettt ar a� hereina�ter provided ��r ���x�ra v��r]�. �t �o a�low�r��e �r��l �e made f�r any �har�g�a 3r, antf�ipa�ed ��o��.�s r�or �shall such ck�anges b� cons�dered as C4-4 ��} wa�v��� or invalida��ng �ny �an�i�ions �r pr�v�sion� o� the �on��ac� Aocu�ents, Va��at�o�s �n ����t��ies o€ aani�ary sew�� ��p�� �in dept� ca��g��ies� ����1 b� interpr�te� �erei� as a�pl�i�g �o th� o��raLl �uan�it��s or ��ni���� �ewer �i�� i� ��ch p�p� si��R b�t not �� the various d�pth categaries. �4�4,� ALTERA��O� �F �O�T�A�T A�CU�E�T�: Hy Change �r��r� t�e O���r r�s�r��s t�� ��g�t �o m�k� �uc� ��a��es in the �o�tr��t Docum��t� ��� �� ��e c�����ter or q��n�ities of th� wo�k as m�y be ne�����ry o� de�irab�e to ��sur� co�pie�ion i� the �ost sat�afac�ary m�n�erf �rovid�� ��ch ���ngea do n�� rna���i�l�y a��e� �h� origin�l �o���act Doc�m�nt$ o� c��ng� t�e ge���al natur� af the pro��c� �e � w�ol�. ���� �ha���� shali not �e �o��id�r�d �s waivi�� or invalidatfng an� conditxon pr pra�is�on of the co���ac� Docum����. C4-9.� ����� W�RK: Addit�ana� wotk �a�e �e��saa�� b� ch��ges a�d ���er���o�� of the Contract Docume��s ar of gu�nt�tias o� �o� �the� reas�n� �or wh�ch �a ���ces �re prov�d�d �n �h� Con�ract �ocum��t�t shal� b� d�fine� a� "����� �or�" an� �hail be pe�form�d �� the �ont�act�� i� accor�ance w�tri t�ea� �on�r�ct �o�u�eats ox apg�ov�� ������on� th��eto# ��ov��e�, �� h�we�e�� tha� b��o�e ��� ��t�� wvrk �s �egu� �"�han�� psd��" �h��� �� ���cut�d o� writt�n ���e� i��ued b� �he Dwn�� �o da 4'� ��e work for payrn�n�� o� �red�ts ae �ha�� �e deterrni�ed �y o�e ���a�re combiaa��o� o€ ��e followin� �eth�ds: �. u�it bid pxic� p�ev�o���y a�pro�ed. �. �n a�reed l�mg su�. �. ��� a�tu�l ���sona��e co�t of {11 labor, {2� r��t�l of �q��p���� use� on t�e ex�r� �ork for �h� ��rn� �o u�e� �� ��s�����ed 6e��r�� �ontracto�s o� P.rn�rica c�r��n� eq�i�m��t re�ta� rat��; i�1 �at�ria�� �n��ring pex��n�nt�y i�t� th� pra�ec�� �nd �Q1 act��l ��a� of inenra���f �on�$, ��d �o�i�� s��urity as ��terrnirie� b� the O�ner� plu� s��x�d fee to be agr�ed ��o� but �ot �o e�cee� �0� o� th� ac�ual �ost o� �u�� ex��a wor�. Th� fi�ed f�e �� n�� t� i�c�ude �ny additio�al �ro�i� �o t�� �n�tractor for rent�x o� e�u�p�ent ow��d b� ��rn �nd u$ed �o� th� ext�a �ork. The fe� shaX� be f��l and �o�p�ete co��e�sation to cover t�� �os� a� superi�tenden�e, �v�rhead, oth�� profi�, ge��ra1 and all �the� ��p��se �o� �n�X���d i� tl), ��}, {�)f a�d {4� a�o�e. Th� �ontrac�or shal� ��ep a�����t� co�t ���o��s �� �he �o�� ��d in th� method C4-4 C2} �uggest�� by �he Dw��r a�d s�all g�v� �h� O�n�X ���ess to �Y� a�ca�nts, bi�l�f vvuc��r�� ��d rec��ds �el�t�ng to �h� ���ra ����. �o "�h�ng� Orde�'" �ha�� be�ome ef���tiv� ���i1 �t rias b��� apprav�� a�d s�gned b� eac� o� th� �ontractin� parti��. �o �laim �o� ���ra �ork o€ any kfnd �ill be a11o��d ��X�ss ordered �n wr�t��g b� �ha O�ner, I� cas� an� ord�rs or i�st��c�fon�, ei�h�� o�a� o� �����e�, appear��o t�e �ofltractor t� in��lve E�tra Wo�� for w�i�h he shnu�� rec��ve �ompe�sa��o�� he sha�� rn��� wr����ri r��u�st ta the �ngineer �or writt�n ord�rs a��ho�i�ing such �xtr� Wo�k, �rio� to be��n��ag s��h wor�. ��o��d a�i�fer���e arise as �o whst ��es or �a�s �at con�t�t��e �xtra �ar�, ar a� �o the �a�me�t t�ereo�, �nd �he �n����er ins�s�a u�on �ts ger�or���ce� th� C�ntr�c�or sha�� p�oce�d wi�� ��e work ��t�� makf�� wri���n �eque�t for w�itt�� orders and ahall ��e� an ��cu�ate a�co��� a� ��� actua� rea�an�ble co�t �here�� a� provided und�r me�hod {It�rn C}, �laf�� f�r extra �ork ��1� no� �e paid u�l��� the �ant����or �hail �f�e hxs claim w��h the p�ner with�� ���e (�} da�s be�ore �he ��me for ma�f�g t�e ����t estim��� a�ter �u�h wark i� do�e and �n�es� the c�aim f� �upporte� b� satis�a�tor� voucher� �nd �e�tified payrv�ls aoverf�� a�� 1�ba� ��d .- �a��r�aLs �xpend�d upon the said ��t�a Wark. Th� C�ntrs��or shall ��r��s� �he Ow�er such �n�tal�a�io� �eco�ds o� aX� �e�ia�ione ��o� t�e origina� Co�tra�t �ac�men�� a� �a� b� n�����a�y ta �nab�e �he O��e� t� p��par� fo� perman�r�t recarc3 a carr���ed �et af �lans ����r�ag �he aatual insta�.l,at�on. . Th� com�eas��iar� ao�r�ed �gor, f�� 'ext�a wark' whe�he�r o� r�a� a.�i.i��ated b� a' cY�artg� o�cd�r `�tta�7. �e a full r�or�plete anc� �inal paymen� �or a�� �o�ts ��n��ract��r �rt�ur� as a r��ult o� r�Xatfng to �he cktang� nr �xtra work� wh�ther s�,i� �oat� �r� kr�ov�r�r +xr�known, #or��e�n or x�r���r�seer� at ti��t tim�f �n��u�ir�g wi�ho�t �i�n�tat�v�� an� ���ts fo� �e�ay'� e�tte�ded overh�adf ra�p�aie ox �mpa�� �o�tr or ar��► othe� ef��c� or� chang�d o� u�ch�ng�d wor1� �s a result or the char�ge or extr� wo�k, �4�4.6 ��IiEf�UY,E �F OPERA"���t��; 8efore �omme�xa�ttg an�► �ntor�C �nder th�s ccn�r�c�, �h� �ont�cac�o� s�a��. su�m�t to tY�e Owr�e�c snd r�ceine �.h� �w�e�'s agprorr�l th���o�E, a"�chedute o� Op��ca�i.on��" �howing b�► a�traigh� 1i�te r�etho8 �he dat�e o� commencittg anc� £ini�hing ��ch of the major el.��t��ts of th� cor�tract. �h�re sha��. �� al�o ��own ��e estima�er� mon�hl� �oat of work f�� wh�ch estir�at�� ar� to be ��pec��d. Th��ce �4-4 (3} shal� �e pxese�t�� �lso � �o��o��te gra�h show��q ��e a�ti�ipa��� p��g��ss o� �onstru��fon �i�h the time be�ng ��ot�ed h��i��n�a�ly ��� �h� p���e��ag� o� c������ion p�at�e� v���icaX��. ��� prog��s� ���r�s a��X� b� pr�pa�ed on 8-lf�� x ��" �he��s a�� �� �eas� fiv� black vr �l�e li�e ������ ��all �e ��rnished to t�e Ow�er. �d-�.7 PRO�RE�� �C��U���� F�� �AT�R �N� SEWER PLA�� F��ILI�IES: W��hin �en �101 da�s g�io� �v �ubm�s�ion �f ��z�� mo���h�� ��ogres� pa�men�, ��e Contra�to� s�all p�ep��e and �ubm�� �o �h� �wner for approval six c�pies �� t�e ����dule in whi�h �he ��ntrac�or p�o��se� to ����� o� th� w��k, the ���e of wh�c� he wi1L sta�� th� seve�sl rn�jor �c���i�i�� (in�ludin� procur�m��� o� �ater���s, plm��t and �qu�prnen�) and �he co���m��a�ed da�es �or �omp�eting the sam�. �h� sc��d��� s���� be i� the �ar� a� ��irn� s��ed��� Cri�ic�� P��� M��hod (�PM) ne�w�rk d��gra�. As the �o�� �rogr�sse�, t�� �on��ac�o� �h�Z� e��e� �n ��e �f���a� the ����a� ��oqresa at the end o� each psr�xai ��gme�� pe��od �� at ��ch inte�vsYs as d��e�ted �� t�� ��gineer. The ��n�r��to� ���1� ��ao revis� the sched�le t� reflect �rt� ad��atmen�s in ca�tract time ���roved �� the �n����er. Thxee cop�es of �h� u��a��d s�hed��e s���� �e deli��red at s��h int�r�a�� a� directed �y th� �w�er, As a mi�im��� th� �un�t�u��ion s�nedu�e sh�ll in�o�porate a�� w�r� ele�ents a�� a�tiv�t�e� �ndi����d �n t�e p��pos�l a�d fn the t�c����a� �pe��f���t�o�s. p�f�r to �he �ina1 ��a�tt�q af t�� ��t�il�d co����u��fon ��h��u�e, ��e �o�tractar �haLl rev��w th� ��aft $ch��uXe ���h t�e �nqine�r to ensur� the Cont�a��o�'� u�d������d��g of t�� co�trac� �e�u�r�rn�nt�. �h� �ollo�ing gu�de�i��� ���1� be �dherad to i� �����rf�� t�� �o���ruc��on ac�ed�l�: a. Mile��o�e dates ��d ��nal projec� �ornp�e�i�� da�es s�a�� b� d����o�e� to �onf�rm to ti�� co�s����nt�, �equencing r�qu�re�en�� a�d �o�p�etio� time. �. T�� �o��tr����v� ���ces� sha�l �e divi�e� i�to ac�ivities with tim� duratioa� o� agp�o��rnatel� fourt�en {�9} daya a�d �onstr�c��o� va�u�� not t� e����d ��O��Ofl. Fabri�a��o�, d��ivery a�� subm��ta� ac���i���� a�� except�ona to th�� guideline. ��-4 (41 �. �ur�tio�s sha�� be �n �al��dar d�ys �n� n�zrnal ho�id��a ��d weath�� con�itfo�s ov�� t�� d��a�ion of �h� �oritract sha�� b� accourite� for w�thin ��� dura��a� o� e��� a�tfvity. �. ��� c�itfcal �s�� sha�� b� sh�wn ari the const�u�t�on s�he�u�e. e. -��oa� �i�� is de�i�ed as th� a�ou�t o� �a�� .b�tw�e� t�� �arlf��t ata�t d��� ari� �he late�t s�art date o� a c���� o� a��i��t�es of ��e C�� ��r���a�uc��ort �cinedul�. F].��� ��r�� is no� ��r th� e�c�u��v� u�� o�e ��ne�it of eith��c �h� �on�ra�tar or �Y�� �wr��r. f. Thi��� days �h��l he use� �or submit�.�� r�v�aw �tn�ess a���rsvis� speci.fie�. , '�he cor�s��eact���x s���dul.e s�al.� a� a�n�r��mum be di�r���d fr�t� g�r��ra�. �a�egr��i.�s as i�c���a�ed �a �}�� Pro�asal and ��chr�i.�a1 �pacf��c���ons and �aci� gen��a� �a�egory sk�a}.l. be bralt�n down in�.� a�tiv��i�s ir� eno�gh �et�i�, to a��tieve �CC1l�1t��S a� appro�timate��* �ourt�en ��4) da�►s du�'��.a.on. For eacri g�neral catec�ory, tt�� con���cuc�io�n �cY��dul� �ha�l �.der��i�� �11 ��ad�s or stxb�on�rac�� �rl��ae v�orl� �� re�reser�ted �� a�t�vi�i�� th�t �o11ow the g�tic�e�it��s o� this �ec�ior�. F��c ea�Y� o� ��a tra�d�s o� ����or���a��s, t�� cor���ru�ti�n sct�edul� �hai� #.�xdi��t� the �o�1o�r#.�a� procur�m�r��� , construc��on ar��, preacc��Otance a����riti�� a�td ev�n�g ,�r� the�r �agi�al s�q��r��e fa� �c��ipm�n� and materfa].a. 1. �re�arat��on �nd �.�ar�sm���a1 0� sut��.�ta].s, �. Subr�it�a�, revf�w pe�eiods. 3. �hop �a�brica►tion an�l d��i.�rery. 4. �rectxo� �r in�taliation. 5. �`�eatxsr[t��ta�. of manuf�cture�ets op�r�tion ax�d mair���nar�ce instre�ctfon�, b. �n,sta���d equ�.prnet�� an� m�t�r3aYs t�s�f�,g. 7. �w�nar's a���ataac �nst�u�tior� �i�� app�ica��e). 8. Fi��l inspe��ion. C�-4 { � } 9« Oper�t�onal tes���g- 1�. F�nal knsp�ctfon. rf, �n kh� �p�nfon o� ��� O�n�rt work accam�l�shed ��11a be��nd ��at ��h�dui�d, ��� ��n�rac�o� �h�i� �a�� s�ch action as n�c�s�ary to irnp�ov� has progress. �n a�d3tio�, kha Owner ma� requf�e �h� C��tra��or �o �u�rnft ��e�ised ������Le �emana����ing M�� pr�gra� a�� proposed �1a� to mak� �p l�� i� �chedule� pro�ress and �� �nsu�e �orn�Ye��o� �� �he work within the cont�ac� time. �f t�� Qwn�r ��n�s the p�o�ose� p��n not acc�p�a�3�x h� m�� requ��� �he Con�ractor to i��rease th� work �o�ce, the co����u��io� p�an� ��d eq��gme�t, t�e nu�h�r of �or� s����� qr t�� o��r�frn� operations w���out additf�flal �os� to the �����. Fa��u�e o� the �nntracto� �o �����y ��th �hes� ���u����en�s shail �� can�i��red �ra�nd� �o� ���e��f�a��o� �� �he ���er that �he �ont����or ia €aiLing to pro�ecute the w�rk wfth �uch df�tgen�e aa will �����e it� completi�n with�n �he ��m� ��e����ed. C4�4 f�) PART C - �ENER�� �O��ZTI��� C5-5 CONTRO� D� �ORK A�D ��TE�IAL� SEC�iON C5-5 CO��RO� 4� ���R AND M��ER�ALS ���5.1 A�TH�R���.�� E����E��: The ��r� �ha�� be g�rfor�ed �� the satis�action o� ��� E����ee� and �� �trict �ornplia�ce ��th the Contrac� Aocu�ents. �e sh��� decide �I1 gue�tions w�ich �ri�� as �o t�e quali�� �n� acceptability o� mat�rial� ��rn��hed, wo�k �er�orrnedr ���� o� �rog�ess o� t�e wor�, ov�ra�� sequence o� th� �on�t�uc��o�,' i�terpre�a���� a� �he �antr��t Docurnents, a�cep�ab�� ���ff�l��nt o� �he �on��a�t, comp�nsa��o�, mut��� ��qhts between Coritr���o� afl� �w�e� un��r thasa �a��r��t Ao�umerits, supexvisfo� o� th� work, ��s�mpti�� of opera���ns, an� a�l other q�e�tio�� o� d�����es which �a� a�i�e. �ngin�e� wfl� ��i be �e�ponai�le for �on�ra�t�r*� meari�f �ethodg, t��hniques, s�que�ces ar proce�ur�s a� constru�tio�� o� t�e safet� p�ecaution an3 progra�� i�ci�e�t th��e�o, and he �i�� �ot be r���onsible �o� �o�tract��'� faflu�� �o pe��o�m t�e w��k i� acaor�an�e ��th �he �ontract docu�e�ts, H� �h�li deter�in� �he amo�nt a�d q�ali�� o� �he �o�� com��e��d an� �ateria�a ������hed, and hi� �e����ons aa� e��fma��s s�all be ��naY. ��s e���mates �n �uc� e��nt sha�� b� a condition to ��e ri��� o� th� �o�tractor to receiv� mo�eg �u� him �nder �he Con�ra�t. �he O�ner s�al� have exe�utfve au��o�it� to �n�orca a�d make e�fect�v� s��h �����sary d�cisian� and orde�� a� t�� �ontractor fa�1a to ca��� out pro�pt��. Iri �h� eveat af an� dispu�e �e�we�n ��e ��gine�� a�� Co��za��ar over the deci��on o� �h� �ng����� on an� ��ch �a��e��, th� ��g�neer mu�t, ��th�n a rea�onabl� ��mef upa� written re�uest af the Co�tra�tor, rende� an� de�iver to both the O�ne� an� �o�tractvr� a�r�tten d�ai�fon on th� mat��r in co���ove�s�. �5-5.� co��aRMI�� wIT� P�A�s: The �ia�sh�d ��oj�c� in a�� cas�� shal� co��o�m �ith l�ne�, grade�� cro��-sectio�s, ����sh, �nd ��m��sio�� shawn an the g�ans or a�y ot��r req�irernen�s otherwf�� d����i�e� in the �ontra�t �oc�ments, Any ����ation ��am the approve� �o��r��t Docu��rit� r�qu�r�d �y �he ��gineer dur��g �on�tru��ia� �i�i �n all �a�e� be de�ermf�e� by �h� ���i�eer and a��hart�ed b� �he �waer by ��ange �rder. � C5�5 {�� ��'� i � ��k11T.1F��i�1�15�1V VF 4V1%�li��� �V45JL'ii'JLYA`7: ��� 4������� �ocum�r��s �reYrnade �p o� sev�tal ��ctiorts, wh#.ch, ta}c��x tac���.i�er x are f t,teno��� �o d�scr��� an�, p�rov�de �vr ���r��1et� ar�+� u���a� ��oj���, and an� zequi�em�r�ts a�pe�rir�c� �� on� a€ tha �����ort� is as bir�di.r�g as tk�ough �t ��c�xrret� �ln al.� se�tiar�s. �n� case of dxscrepancies{ f�g�r�8 di.m�rts�ost sY���l g�verr� aver s�a�.�d dim�nsi�n$, pxar�� shal� g�v��er� ov�r �pecifi�atfo��, �gec�al cond��ions �t,a��. �o�r��n otr�� �eh�ral �o�td��.�o��� �nd ���r�d�rd �p�ci��cations# ar�d cgt�antf�i�s s�own o� t3t� plans stta�i gov��rn ov�r ��ose showr� �� �.he ��op�s�l. Tl�e Con���r���o� ��xa�.� �o� tak� a�va�t��ge o� arty apgar��x� e�zor or a�is�iar� in the �o��r��� Do�ur��tx�s ,$nd �he Owner �h��l be gerrnf �t�d t�o rnal�� �uch correction� or inter��e��atior�a a� ma� be deem�d nece�sary for th� fulfiXXr��n� o� �he �nt�r�t o� �h� �ontract Do�u�nenta . Zr� th� ev�nt the C�n�r�e���� dis�ove�s �r� apparent e�r�r o�c d��c�rep�n�y, h� s#�all ir��e��atal�► cal� t�is cor�c�i��art t�� ��r� at�et���.on of ti�e �ngir�eer. In t�e event �� a �on��i�t ia �he d�awings, sp��ifi�����r��, �� e�lie�r po���.�n� �f the �ontra�t �acu��nt� wl�ich w�re not �epo��ed ��i.o� �o �Y�e aw'arrl o� �ontra��, tha C�nt�ea��o� sh�I� be deem�d to have c�s�a�ec� the r�o�t e�r�ensi�� r��o�u�ior� o� t�he cor�f�fet. �5-5.4 �O�I��Rl4�`I�i+� OF �Ot�T1�A��'OT�: T�te �a�ttra�tor wf��, }�� furr�f��e� with thr�e s�ts �f the �ontr�,�� �a�urn�r�t� �nd sixa�� ��v� avai�abl.e on the �f�e of �h� pr��e�� �� ��1 ����� �ne �et o� �u�h Cor�t��act �oct�me���. �'Y�e �bntract �hall gfve to t�e ��rk the const�,r�t ���en�ior� ne�essary to fa�ilitate �h� �r��x���s �.�tereo� afld siral.�. ��opera�e wfth �h� Er�gineer, t��s ias����o�, �r�d othe�e Co,����c��rs �n av��r� �o�sib7.� way. �"he �ontractor sk�a12 a� all. �i�es have co�np�t��,� per�or���� availabl� to �he �roje�t si�e foz ��e�p�� per£armar��� a� �h� �vo�k, Th� �ontrac�or s�a�l pro�i.d� �nd rn�i��.�,i�t at �11 ttrnes a� the �fte �f the �r�ject �, c�rn�se���t, �nc�l��h�speaktn� �sap��ir���r�d�n� az�c� an �e��s���tt who ar� �u,�1y� �xuth�ri.��d �o ��� �s th� �on�ra�tor'� ��en� on �he wo�k. $u�h superf nter�dent and his as�ista�nt �ha�,7, b� ���ab]�� o� r�$d��g ar�d und�rata�df�� �h� �antra�� Dc�ct�m�r�t� and �hall rec�t�r� and ���fiLl ins��u�tion� fr�m �he Or�+�'txer� the E�gfn���� ar his �uthorize� re�re�er�tativea. ��zs�ant to t�ti� r��p�nsi�f�i�y o� �h� �ontractar, �he �o�tracto�r sha�t desic�r�$t� �� �r�.��l�g t� the pra�e�t BII�]�L1Ii��h[�$1'��� �o a�� as the �Cont�e�ctor's ag�n� or� �he wo�rk.. Suc� a��ist�n� p�o���� �u��r�.���,���n� sha7.�. b� a �r�s3.d�r�t of �aarar��tt �aunt�, �exas and �hal.� be $�i��e�� �o �al�, a� �.� �he pro jec� Snperfr�ter�dent, a� a�� ��rne o� �he d�y �r night or� a�ty da� o� the �eel� �n whi�h �he �r�g#.r���r det�rmir�es �}��� circurnstan��s xequ��e �h� pre��nc� or� �#�e p�aj��t si�� o� a rep�es�er�tatfve �f' the ��r��ractor to �S-5 ��1 ���qu��eXy prav��e �o� �h� sa�e�� o� c�nve��en�e of the ��a�����g pub�i� a� �he ow�er� o� p�op�r�� a�ross �hic� the �roje�� ex�e�d� or th� sa�ety �� g��pe��y cant�guaus to ��e gro�e�� �oat��q. The ��rit�actor sha�� prov�d� a�� fac���tfes �o e�able t�e �nqf�eer �nd �ia �nspe��or ta �x�rni�� �nd ��s���t the work�a�s�i� a�d rnateria�s �n�e���g �nto ��� work. CS-5.S EM�R���CY ��DfOR R����F��AT�ON �D��r ���n� in the opininn of the Owner or Engin�er, a con���ioa o� ����geac� exists ����ted to any ��r� of �he �or�� t�� �ont�act��r or �he �o���aat�r t�rough hi� d���gn��ed �ap��s��tat�v�. ��all respond wi�� dispat�h to a�erba3 r�que�t mad� by t�� Owne� vr Eng��eer to a�iev�a�� t�e e��rge�cy �a�ditio�. ���h a �es�onse e�a�l occ�r day or �i�h�t w��ther t�e proj�ct �� ach�duled a� a cale�da���ay o� o� a�orki���day �asi�. �hou�� �he C��t�ac��r �ai� ta r�spond to a re�ae�t fr�m �he �ngine�� �o �ecti�y a�� di�arepancies, om���io�sx or co�r�c�io�s ne�easar� �o con�orrn w�th the requir�me��� o� �he pro��ct �p�c��fc���on� �� pla��, ��e E�g����� sha�� gi�� �h� Con���cto� writ�en �otice �h�t suc� �o�k or cha�g�s a�e �a b� p�rformed. ��e writ��n �ot�ce sha�� �i�ect att��t�on to tri� dis�xe�a�� �or�d�.�ian and r�qu�e�� the �ar►tra��or to tak� x�m���al ac�ia� �� corre�t trie �ond�t�on, In th� �vent the �o�xt�eactor �o�� not ta1�e p���t�ve s�eps to �ul��l� ��tis w�it��n req�a�s�t or o�o�s r��t st�ow ju�� c�ua� for na� talc�ng �he g�co�er �cttan, +�ithaln ��! ho�xrs, �h� ���y may ��ake �uch r�rn�dia� �c�i.or► v�i.�h Ci�� �or�e� o�r by �or�t�a��. T�x� �it� shal� then d�duct a�n amount eq�al ta t�e entir� �osts fo� s���i r�rnedia�l a�t��n, p].x�s ���� f�or� arx�► fur�ds �ue the �ontr�ctor on �.h� pro�ec�. C�-5.� �'��L� �FF���: The �or�tarac�o�e �ha�l pro��.det a� no ��t�� cornp�nsa�a.oz�t a� adeq�a�e €�.�ld o����� �or u�e o�r ��,e ��nc�ir,e�r, �.� sp�c����all� ca��e� �o�e. �`ha �ie�d of�i�e si�a�.3. h� no� les� �h��t �� by �4 �eet in �ioo� a�ea, �u���antia��.� constra�t�d, wel.� ix�a��d� a�r condit�on�dt J.ighte�, a�d weather-���oo�, �o tt�at dacu�erits �ri�� r�at be �amag�d b� t�e ��e���x�s, C�-5.� �O[��`�'R�C'�ION S'�A�CE�: Th� C��jt� ��rougtl i�s EiXg�.�e��, sv�i� f►�rnish the �ontra�t�r �ti.�h a11 li,aes, gra�e�, a�r�� m�asur�ments nec�ssary to the p�ap�� pa�o�ecu�ton ax�d c�z�tra�. of the �rar1� �or��ra��.ed far ur►d�r thea� ��r��ract Do�um�nt�, ar�d Lin�$, grade� ar�� measur�me�t�s will �� �sta��i��i�d b� z���ns �� e�ak�s ar other ��tstom�xy r�etha� a� m�.rking as may� b� �ound �ar�s�.�tetxt with good pra�t�.ce. C�-5 {3} ���s� stak�s �� m�r�i��� s���l be set ���£i�i����� in ad�a��e of ��ns�ruction ope�atxons to av�x� delay. �uch s����a o� m�rkin�s as rnay be estab��she� far �he Contr�c�or's us� or ��i�a�c� s�a�1 b� ���se�ve� b� t�e Con�ra�tor unt#X he i� a��h�ri�ed �y t�e �ng�neer �a remove �h��. W����v�r, i� th� opinion o� ��� En�fn��r, a�� sta��� or ma�k��gs ���� been car�l�ss1� or �f�l�uLly d�at�o�e�, dis�urb�df �r re�ov�d �� th� �o�tractor �r a�y of hia emplo���sx the ��13 �ost of re��acfag such �tak�s o�e mark� p�u� �5� w�.l]. �� cha�cg�d, agains� the Contrac�orr �r�r� �t�� f�tl� amount w�l� b� d�dt�cted �rorn ga�rrnaM� due the �on�ractor. ��� � . s �r���ro���r� ��an �cr�rz�� �� ����r rr�s�s�����: ctt�► �n�pec�ar� wil� b� auti�orized to �.r�spect �11 work �one an� �o b� �lor�e and ��,1 m���rial.s furn.�sh��,. �ucY� insp���ion ma� eac�e�xd t� al�. �ar ar�� pa�� o� tk,e v�ork, ar�d th� �ra�aratf�on or rn�nufa�turiag �f the �a�e�ia�.s t� h� us�ec� or �t��xip��r�� #.� be �t���ail�t�. A���� �n��ecto� m��' be station�8 on �Y�� wo�k �o repor� �o th� Engine�r �a �o �he ��ogrsss of the wor� ar�� �i�e �n��n�� �.n w�►��3� it xa k��inq per�ormedr ta x�p�r� �n�r e��.dence �h�� ��e rn�,t�ria�s beiqc� ��rri�,�hed, o�t the work be�ng �erformed b� the ��nt�rac�or fai].� ta f�xlfi�]. �h� �eq�i�e�mer�t� o� t�e �orx����� Do�um�n��t ��c� ta �a11 t�� atteati�� of tl�� �or�tr�ctor to ar,y� such �ai��xr� o�r oth�ac i�r���ir�ger�ent�. Sucri ir��p���i,on �� �a�lc �� �nsp�ct,iar� wi�l ao� re�.ieve tt�e � �ontractor from any o�i].�ga��.on �.o p�r�or�r �he w�sk �r� . accord�tn�a with tlta �equirements pf ��� �ori��ac� Docu�rer���s. �n ���e v� �r��► c��.�pu�e a��,�3ng be�we�n the �on�ra��ar at�d ��e �it�r Ir�spe�to�r a� �o the rnaterial.� or �quipmer�� ��xrr�i�sMec� o� ��� rna�fl�r o€ �erforr�inq �he war�, �.i�e �C,tty �n�ge�tor w��� have authorf �y to re��c� r�at�ri�,],s or e��t,�pm��t� to �u�petxc� worF� u��f� �he que��ian �t issue can be r�f�zr�d to an� b� �e�irl�d }��r t�x� �ng�neer. The �it� It�s�e�tor wi].1 notr how�ve�r� be aut�or�xed t� r��ro�e, �l�er, en�arge, or �e�.�a�� ar�� �c�q�i�reme�x� o� ��e�ae �ontra�� �o�uments, n�r �� �p�r��te o� ac��pt ar�y p��r�ion or �ec�ior� o� �he �,*ork, nor tn �ssu�� �r�y �n��ru��ions oo��rary to th,e reqv��.���e��,s o� th� ��nt�a�t �o�ume��s. �C� w�Il 3.r� no ca�e ac� a� �su�a�int�nc3�nt or fore�ar� o�c peacfc��m �,n�r a�k�er d�ties �or the �antra�to�r� or i�te��er� v�i,�k► the mana,g�m�r�� or og�ration o� tt�e vror�. He vr�.1� no� ac��pt ,�r�� ti�e �ont�z�c��r ��n� �o�p�rt�sa�ion ir� a�n�► f�xm �a� ge�r�a�z��ing az�� dut�,�s,- �he Conts�c�ar a�al� reg��c� �' and obe� th� dire���o�xa a�d in�ts�ctiona o€ ��,e �i�y �nape�tar o� �ngirteer wh�n tl�� sa�e are �otxsis��t�� vri�h, �h� ab�,igati�r,� of the �antract Doc�t�ent�, ��o�r�dedi t�owre�re�, �hould �h� ��ntrac�or ob�ec� �o art� oxd�rs or �ns�ru���ons v� �t�e �ity Inspectoa�� the �va����to�r rn�� within s�x �ay� rnak� wr�tt�rt app��� �o th� �ngir,e�� �or �i� r���i�i.o� on �he ma�t�r �.n c�r�tr�vers�►. ��-5 (+�? C�-�.$ ���PE��zQN: The �ontra��or s��ll �urnish the �ngin��� �it� ��e�� re�so��b�e faci�ity f�r as��rt����ng wh� ther or n�� t�� �ork as ���fvrm�d �s �n a��or8ance �i�� t�� r�gui����n�s o� �he �on�ra�t Do�um�o��. �� �he ���ine�r so �eq��sts� the Contr�ctor s�a�lf at a�� ��m� 6��o�e ��ce�t�n�� o� �he �oxkr x�rno�re �� un�a�t��c su�h ��rtion �� �he f inisri�d wo�el� �s may be di�e�ted. Afte� �x�minz�tionr t��� Cor�trac�or �h��l restore �a�.d �o�rt��ons o� �he �r�rk to ti�� stan�ard ��quired b�► the Co�ntrac� ��o�urr��r��s . �haul� the �vark �xpo��3 oar exa�rn�.nad �ro�re accep�able, �h� ur�cov�ri.ng o� �rernovir�g �nc� �ce�rla�i.r�c� o� ��xe cove�ing oa� x�ak�ng qood �� the �aarts rerno��d �hall be �ai.c� for as extra w��el�, �u� shaul� i�e vrorfc so e�po��� o�e e�a�nined prav� �o �e unacceptable, the u��overing o� r�movfng arid �k�� r�pXa�ing of a�.l. adja��n� de�e��irr� or �ama��d par�� s�a�� b� at t�e �on���,�to�'s �xper���. t�o wa�el� sh$�i �e d�n� or ma��ria�s us�d wi,�lno+�� aui,�abLe sup�rvi�ion o�r fr,sp�ct�or�. C5#5.�.� �Eh�O�i]4� QF �EFEC'iI�'E AN� UNA�TTHO�t�ZED �Q�t�c� ��l vcro�ck� rn���ri�l�, o� equip��r�t v�k�ich k�as b��n � r� jec��ci �ha11 �e ��rned���d o� �erno�e� ar�d r�pia��d in ar� accep�ai�le mar�n�r 1��r �he Ca��ra�tor at hf� own �ex�ense. �Ror1� dor�e b�yor�� tkte line� a�d grade� qi�r�� ar as �hown vn �hs pYa�rt�, e�ce�t a� h�re.�n �pe�ific�lly` pravi�i�d� or �r�g �xt�2� 3�ork �one w�thaut wr ���.en au�i�ora.t�, wi�.�, b� �ar�si.�ere� �s ur�ax��ho���ed and ��r�e �t ��,e �x��r�se o� the �on�ra�tor and w�ll r,�� be �aaid for �p ti�e -- �wtae�. �ark so �vrie ma� be orc�er�d raznvvec� at ��e .- Cant�ea�tor'� exp�r�se. iJpo�x ��t� fa��,ure �r� th� part of �h� - Can��ra�tor to compl�► w�i�.h a��y o�d��c o� t�� �ng�n�er snade u�de�c t3�e prov�.sions oiE ��is paa�ag�eaph, th� Engineer �rf�� h�r�r� ��� auth��ft�r ta �ax�s� defec�ive wor]c to b� r�medi�d o� ��motred �r�c� r�pla�ed and unau�hori�ed w�rl� �o be �removac�x and ��te �os� th�r�of �x�y be d�rlu�ted f�arn ar�y �or�e� du� or. �a be�om� du� ta the �on�ra��ar. �ailure to requi�� �l�e ��r�ova.� of an�► def�a��.va or �nauthor��ec� work ��,a��. r�at c�r�et�tu�e aac�gt�r��e of �u�k� work�. ���� . 11 SUBST��[�T� �4ATE�t�AL� �R EQf���MLN�; �f �he �peci�ica��onat �,a�, oa��ir�ar�ce, cad�s o�c re�u�at���xs pe�mit �or��rac�a�c to �urnisk� oa� use a suba��t��e t�at i� e�ual �o a��€ �n��eria� or equipment epe�if�ed, and �� Cor�tracta� �vishe$ t� �urni�h o� ��e a proposa� su�s�it��e� h� ahr�13., �Sr�o�e to th� pr��onatru�ti.on con������e, mak� written app�.ication t.a Et���C��E�t f or �p�rov'al o� sx�ch �ul��ti�ute �ex��.�yf�g ir� w�f �i�g tha�. �t�e gr�po�ed �u�s��tu�e wi�.l �er�o�m adequat�l�► �he fr����.�,ons called i�or 3��► t�e c��nera� d�s�g�� be s�milar a�d o� ec�ual substance to tt�at spe�f£f�d arxd he sufte� �o �he sarne us� ar,d �apab�.e af p�rform�ng �k�e sam� fut�cti.or� as ��at sp�c�fi�d; and i��r,ti�yfng all va�fatiofls �� th� pro�os�c� C5y5 {�} sub�ti�u�e frorn tha� ��ec���e� and �ndi������ ��a�1ab1� m�intena��e ��r�i��. �o s���ti�u�e �h��Y b� oxde��� o� �nsta�le� wit�ou� �he �ritt�� apg�oval af Engine�� who w��l �e t�e ���ge �f ��� �quali�y a�d m�y r�quir� ����ra��v� �o furnish suc� ot��r da�a a�out th� prop�se� su�sti�ut� as h� �onsi�e�s per��n���. �� sub��i�u�e shalY be vrd�re� o� �nst���ed w�thout. such p�rforrnan�e g��r�nte� and bon�s �s Owner ma� r�qu��e which sha11 be �urni���d �t �a�txa�tor's ��pense.' �ontractor shal� inde�nify ��d �o�d �arrnl��a Own�� �nd �ngfn�er ��d a��o�� �z��c�l� o� i�directly e�ployed �y ei�her af �he� from and sg�ins� t�� �x�im�� darna��s� �os�es a�d �xp��s�s {incX�ding at�or��y� �ees� ar��ing ou� of ��e ua� o� �n�sti�u�ed m�te�i�1� �� equ��ment. �5-5.1� �AMFL�� �1I�1� T�S'�S 4�t �9A"�`E�t�lsl��: �+Jhex��x in ��� �r�i,r�ion a� ��e �r�gir�eer� or as ca1��d far �� the �ontr�ct Da�ume�ts� t�sts a� rna��r�aYs �r e���gmer�t ��� �e��s�ar�►, such t���.s wi�� �� made a� �h� �xp�n�e c�f �nd pa�d �or c�,��ee�t to t�� te�ting agert�y #��r t�e Owr��r �r�l�ss oti��r�v��e apecffica�ly grovid�3. 'rh� fai�.ur� o� �h� �wn�� to �aak� any �e��s �� m�t�ria�s shall be f n no way re�.ie�re �Y�e �ar�tra��o� o� hf� ��s�or�s�b�lit� o� ��rni��ir�c� m���r�.2��s �t�� �q��pm�n� fu11� co�fo�m�ng t� th� r�qu�r��en�� o� �l�e �or�tr�,�� �o���m�n��. T��ts anc� �arnp�ing o� rna��xiz� Y�, unless othe�wise �peci� ied � wi �.1 �� mac�� i n � a��cardar�c� w��fx ��� la���� rne�hods ��c�sc�ribed �� tkr� �mericar� 4 soc�iet� fo� '�eetir�g N1a�eriaLs o� s��ci�ic ��quf�emer►t� o� �.he Ov�rr�e�', Ti�e �����ra��o� �hali p�avid� suci� f��;1f ties �,s 'ti�� Eng�n��r may r�qui��r� �o�e �o1�.ec�i.n� and £a�ewa�rd,�r�q �ampl�s and $hail r�otr without specific writter� perrnission o� th� �nc�in�er� us� t�e matex�a�.s �c�pr���n��d b� tY,� sarr�g�e� unt�l t���� t��.ve b�e� mac�e a�td the r�ater�als approv�d for �s�. �he �an�r�,c�o� wi�� fu�en��t� �,det��at�e samples w�tt��ut �harc�� �o �he �wrt e r . �r� ca�� of c�t��r�ter �h� �ggx��c���e�s� de��gn at�n�.�n�m, an� �he mi��n,g an� tran�spor�i�g �c�uigroen� sh�Ll b� app�r��re� by �he Engf ste�r 1�e�or� ar�y �on�r��e �s �laced, and the �ontactor shaiY be r�spon��ble �or r�placfr�c� ��� ��r��ret� whi�h �o�s r�o� r�eet th� ��qu�remen�s a� t�te �ar�����t Docu��nts. ��st� ��alJ. �e ma�� �� �eas� 9 d�ys ��cior to t�� p].a�ing o� conc�e��, usinc� samp�es from the same ac�c��egat�t cemen�� �r�d rnar��,� wh�c�x a�e ta �e �s�d �a�e�e i.r� �he canc�rete . Shauld ��,� �o�r�e of ���p�y ��,��g�, n�w t�s�s ��tal� be r�ac�e �x�.o�c �o the r�s� a� ��e n�w rnate��,z��s. �5�5.1� STORA�E OF ��iTEF��ALS: A�1 �a�e�eia3� vrh�ch axe ta 1a� t�s�d �n �he cartstrt�c�#.o�t o��ration �hall b� sto�ed �� as to insu�e th� �re�er�a�son of �h� quali��► �nd fi�[���� o� th� w�r�. W��n �3f rect�ed b� t�e ��x�i�xee� � th�y sha3.1 be plac �d ar� �ra�od�r� piat�o�rne or ot3��r h�aedt �1ea� durabl� sur�aces ar�� nnt on t��� C5-5 �6� grou�d, �nd s�all be pX�ce� u�d�� cov�r when ������ed. ��or�d ma�e����s shall be pla��� and loca��� sa ss �o f�ci�i���� prvm�t �nsp��tia�. C5��.�4 E�I����G S�R��TUR�S A�D UTILT��E�: Th� ��c�tion ��d di�e�s���s show� o� �he P�ans r�1a��ve �o �xis��n� util�ties �r� bas�� on th� b�st �nformatio� �v��la���. ��i�s�on from, or ��e �n��u�i�n of u��li�y loca��o�s o� �h� P1ans �a n�t �o be ��nsid�re� as ��� non�x����nce of, �r � ��fin�te �aca��on o�r e���ting un�e���ou�d u�fl��i�s. ��e iocat�o� �� �an� gas m��ns{ w���r mains, �and��t�� s�wer �.ine� �nd s��o�c� �in�s fo� �X� utilit�e�� et�., i� un�nown �o ��� Ow��r, ��d the Dwn�r as sumes rto �e��o�si�ilit� fo� ����ure ta s�ow �ny or ��� e�c� ��r��t�r�s and u�i�ities o� �he px��� �r t� e�o� th�rn in tl�eir exac� �ocat�on. �t is �u�ua�Ly ag�eed t�at such ������� ��1� not �� co�����re� ������ient ba�is for cl�ims for additianal com�en�atio� fo� �x�r� ��r� or far i�cr�asf�� t�e Pa� ��a������s fn a�y �a�n�r whatsoev��� ���e�� a� ab� �zuc��o� �n�oun�e�a� i� such as �o ���essftate ahang�s in th� l�nes and grad�s o� ���ai�er�b�e magni�ud� or �e�uir�� th� bu�ld��� o� �p�cisl wo�k�, p�o�isian for �h�ch i� ��t mad� i� th� �o�t�a�t �a�u��nts, i� �hi�h �a�e �h� p�o��a��� in t�e�e ��ntra�t Do��me�ts £or E��ra work shal� a��l�. It sha�l be �h� �o�trac�o�� respo�sib��it� to �e���y �acatio�s of ad�a�e�� a��1or ca���z�ti�g �����t��s suf��cie��l� �� �dva�ce of co���ru�t�on i� order that h� rna� ne�o�fate suah ��ca� ad�u�tme��s as �e��ssar� �n ��� �on��ru�tfori �ro�eas t� pro��de a�equ��e �le�rances. ��e �ontractar �ha�l tak� all n��es�ary p�e��u�iona iri o�d�r to �rote�t a�l extsting ut�li���sf �tru�t���s and se�vice �i���. �erif���t�on �� �x�s��ng �tiZ�t��a, s�ruc��r�� a�� �ervic� �ine� �hal� in��u�a �atffica��an o� a�� u�ility com�a�i�� at �east fart� e�ght �4�) �c�ra in ad�a��e o� ca��tru��ian �n��udi�� e���o�a�or� e��a�atio� if ��c���ar�. �Y1 �er����atia� of ex�s��n� �tili��e� an� ��e�� ad����m�n� ��a�l ba cansi���ed a� ���sf�iary vro�k. C�-5.15 �13T�Ri�U�TiOt3 �� SERVICEs a. t��rmal P�rosecu�i,nn: 3�n �he r���ma� prase��uio� of wor�t wh�re �h� �nt��acup�ion of s�rvi.c� �.� �n��essar�rr tI�� �or�trac�or, �t iea�t �4 h�urs ir� advanc�, sY�al� b� ����f r�t� �o; 1. �oti�p �he �ater De�a�Y.m�r��'s �iatri.��t�or� �ivi�ion a� �o �.ocatior�, �irne, and �c�edt��e o� ��z�vice xn�errupt�on. ��-S �7� �. ��tify e�ch cust�m�� p���ona�1� r��pon��6ie p��sonne� a� to t�m� and �� �h� �������p��v� o� their �ezvkc�, th�a�g� sch�du�e or 3. �n �h� ���nt t�at persona� �otifi�a�ioa of a cus�orner ca�no� be m�d�t a g�epaz�d tag �or� ����� b� a�tach�d to �h� cu�to���'� entrance d�or knob. Th� taq sha�l be durabL� in co�pas�tian, a�d �n ��r�� bold �y�e shalY say: �rNQ�'I�E u ��e to i�t�1��.y �m��ov��ent �n yau�r neighbor�oodR �ou� �wat��} { s�t�er � s���ri�� w3.11 be i�ter- �ru��ea� �� b�twe��n the ktours o�` and Thi.� i.�c�t�v�r���nce wi�„� �e as short a� posei��e. Thar�k �ou x � C�n�r�ctor Add���s � Phone b. �mer �r�� : Irt th� �ver�t ti�at �n unfore�e��t sezvice nterrupt�.os� oc�urs w n����e shaY� b� ae �ho�►e,�u� trnme�fate. �5-5.1f� I�iUTUAL �tES�Ot��IBII,ITY OF C�N'TRA�"�QFtS: I�, �hrou�t� �cts or nec��e�� �n ��� pa�t af �he �on��c����r, any other �ontr�,��o� or �rt�► �ubw�or�����tor ehal]. �u���r Zos� ox damag� on �k�e vror�� th� Cont��actor ac�r��� �� �e��l� with ���1� o�he� �on��a���� or st��-�ont�raator by �grearn�n� v� a����trat�o�. �� suc� ��he� �ontra�tar ar ��}���on�racta� s1�a11 assar� a�x�► �laim aga�zxst the Dr�r�er on a��aur�� o� ar�� d�rn�ge all�ge� to hav� been ��at�in�d, ��� �v�n�s wi�l n�tify the �o��r�ctor# who sinal� indemni��r aac� s�v� ha��ml�ss the Own�r ���ir�a� �,n� �uch ciairn. ����.�7 ��.E��-U�» ���ar�-�ag of surglus andlor wa�te �ate�ial� 2►ccu��tlat�d �n th� jo}a �ite ��rinq �h� g�oseautfor� o� the �rvrl� un�ea� the�� �an�ract �oc����t� shal.l b� ��c�mgl��heei in Iteepirtg with a dai�y rou��.r�e es�abl�shad tc� �he �he sati.�fact��n af th� Engi�e�r. �tver���r�fo�rs f�urs af�er written n�tice i,s a�itr�n to t�e �or�tractor �k�a� �h� �1���-up or� th� jab s��� is pra��e���,g i� a m�nr�sr uns�tisfa�tory to t�h� Eng�r��e�f i� the �ont�rac�or �Ea�1� ta corre�t tl�e , � C5-5 (�} ���a�isfacto�� ��o�ed�r�, th� Cf�� rnay �ak� �uch �ire�t a��ion as �he E�g����r d�ems �ppro�ri�t� to co���ct �he clean-up d�f�cienci�s c���d �� �h� C�ntract�r �n �h� written ����c�x and t�he ��s�s o� su�h direc� a�tfont p�.u� �5� o� such �o���, �hall be 3�d���.�d f�arn rnoni�s dae or �a �i��om� due to th� �or�tra�tor. �U�or� �he ��mpl�t�on o� �he p�eo�e�t as� a�r�na�e as ca�re��d b� �h�se �or�tract Dv�u�rnenta� ar�c3 �e�are �zr�a� ac�ept��ts�e ar�d �ina� pa�►rnent v�i�l b� mad�f th� ��zx�ara�tor s�al� cl�an and rerno�►� frorn th� ��t� of the �roje�t aJ.�. �+�rplu� an� d�scarded mat��eials� �e�nporar� st�u�tur��, ar�d ��bri� of ever� �ir�ci. i�� sk�aii iea�re th� s��� o� al� wa�ek in a �neat ar�d or�erl�r condi�i�n equal. to tha� whtch or�c�ir�a��� exiat��. �u�p3u�s �nd �ast� �na��erial� rema�ved �rom t�e sit�e o� th� vrv�k sha11 �e d�spo�ed of at� la�stions s�►�is�ac�o�� �o t�� Et�girt�3�r. �he �o�t��ra���r sha11 ��orauql�l� cL��n s].� �guipmen� �nd m��e�ia.�� in�taZl�� �� him and shal]. ���iver ove� suci� rn�xteriaYs and ��uf�mer�� �r� a t�r�ght, cl�ar�, �ola.she� an� n�w appea��z�g �ondit��rx. No e�tra com��nsatfon �rs�], b� ma�e �� th� ��n�acactor foar any �1ean-up r�g,ui.a��d o� �.�,e p�ro��c�. C5�-�.18 F��I�1I� ���PECT���i: [�hen�v�r t�� worl� p�ovf�ed fo�' �.n ar�c� �ont�m��at�d ur�da�� �he ���t��act Document� Y�a� �een sat�sfac�ori�y co,�pletad ar�d ��na�. �lea�xu� p�rfoacm�d, the Eng�ne�r w��l not��� the p�oper o�ffcial� of �h� O+�n�r an� r�e�v�est th�►� �i�� Fi�►al. ir�ap���ion be made. �uch ir�spection wi�x Ta� �n�d� w�t��.r� �� day's s�t�r s�ch not��iaa�f�n. l��ter such �ina�1 �r�sgec�xon, if the �rork art� z�a�e�c�a�s arta� ��r�iprn�r�t are f�u�d �atis�ac�vr�, th� �or�traa�a� wi�1 b� no�i��e� �in writing o� tt�e acc�p�a�nc� vf �he sarne af�er the prop�r xesolutiar� has bee� pas��� b�► ti�e Ci�� �oux�ci�,. �10 �irn� �k�are�e wf�1 be rnad� a�ga�f �at the Cantractor be�w��� said dat� o� nvti���a�ior� o� ��ie �rtgir,eer an� the dat� af � i�a�. insp�ctia�, o� th� �ror]c. �5�5 ( 9 ? Cb-6.4 5����AR� PRO���I�N�: The �o��ractvr shall ��t�b��ah and e��a�ce amo�g h�s e�plo�e�s su�h ��g�����o�a in ��ga�d �a c�ea��i�es� an� disposal �f ga�ba�� a�d was�� as ��iL �end ta �re�e�t �h� �naepti�n �nd apr�ad pf ��f��t�ous or �on�ag�ous d��eas�s ��� �a �f��c�iv�X� p�even� t�e �r���i�n of � ��iea��e ab��� th� wo�k o� an� �ro�e��y ei�h�� publi� or privat�, a�� s��h r�gulations aa ��� r�q�ire� �� L�� �ha�� be gut i��o irnmed�.ate f�rc� �nd ef�ect �y �he �ont�a�tn�. The ne��s�ary sar�itary ��r�v�n��nc�s �o� ua� o� �.a�aacers c�� �t�e wor�c, ��co��rl� s�c�uded ��or�t pu���,� �b�e�ev���anr shal.� �e �on��ruc��d ar��d mafr►�ain�d �y the �vtt��act�� �nc� their �s� shatl �� str��tl� er��o�rc�d by th� C�n�racto�. A�Y su�k� ��c��.i��.es sh��.�. be �e��� i�t ��lear� ar�� ���itary conditic��r, fx�e� �rorn o�je�t�onable od��s s� as n�t �o �au�e a r�u�s�nc�� All. sani�ary �aws �nd seg��a���ns o� tt�a 8�2�t� o€ Texas a�t� the ��t� �l�all �a st�i�t�y comp�ied v���h. ��-�, 5�L�B�,z� SA�'Ei`�L ANI� �p�V��]����E: M�,te�'ia].s or �quf�m�nt �taz�d �bout� t�e work �ha11 b� eo p�a�e� an� u�ac�, and �}�e �ro�k ahal]. a�� z��.l �.im�� �e sa condu�tes�, a� t� �auae no gr�+ater o�st��cttan or i��oavenie�n�e ta �he publ,�� t��n i� cons�derac� �o �e a�so].u�e�.�' �ec�s�a�c� ��' the �r�g��eez. '�k�e �ontr���or is r�g�ti.�ed ta rnain�ai�r �t al� tfine� all pha��$ of hi� work in �uch a�nar�ner as ao� t� 9.mga�r �ka� s�fety �� { c�n�r�r�i�nc� o� tha publ��, �,r�clxxc��ng f�ut no� limf t�d to, �afe � and �onrrer�ie�t inc��c�$s an� e�ress to pr�pert� cant�iguax�s ta �.�e work area. T'�e �on�ra��or �ha�l, maic� a�eqt���e �ro�r���an� to x'er��e� reasonak�l� inc��ess 2�nt� e�ress fvx norma� v�hi�ula� ��a��fc� e��egt dur�ng a�tua� tr�nchi�q or pip� ir��t�lYation ope�ca��or�a� at al� c�rivevray c�co�sings. �u�ch pravisions m�y incLu�e �r�,€�g#,n9e pl��ement af crushe� stone �r grav�l or su�h ather ��ar�s o� providir�e� p�oper inc�r��e ��d eqre�� fc�� the p�rop�rty ��,rved hy �.kxe drxveway �s t�i�e Enc�ine�r ma� ap�ro�re a� apgrogri�,�e. SucY� ��h�er r�earxa m��r incl�d� th� diversior� o£ dri�r��ray ��af�i�, �it� �pec���� apgroval b� ��e �ac���r�eer, I� dive�esion o� tr���ic is apprav'��3 by �:i�e E�g�r��e�' at �r�y ].o�a�.�on, the Car��ractar sY�a1� r�a�e a�rrar�gem���� sa��.��a�tory �.o the Enginee� �t any l��at�on� �he �ar�t���tor �i���,l �mak� arrant���e�ts satis����ory ta �i�� ��tgfn��r fo� th� t�i.ve��for� of traffi�, ar�d ,sh$1�, at� hi� �wr� exper�s�� pra�ide al�, rna�erfals and �����rm a��, wo��[ ae�ess�r� far �h� �ons�ru�t�ion and rnait�tenar�c� o� �oadv�ays ar�d b�idges for su�h ��,v��s�on of ��s��ic. S�d�wa�F�s rnus� not b� ob����c�ed ex��pt ��r �p�ci�l p���niss�.on of the En,g��ne��. The ��teria3s ex���rated artd th�e �a�ts�r���io� m�tsrfal� su�h as pipe us�d in ��e co�strr���i�n of ti�e w�rk �ha�� �e p�a��d �o a� nat t4 endang�� the �rork or �reven� ���e s�cess ta a�]. ���e hyd�ants, �i.r� a�srm baxe�, �o].�c� c��l bo�es, water va���s, CS-� {Z) g�s val�esr o� manhol�s �� ��e ��������. Th� ���er r�s�r��s �he r�gh� to �e��d� ��� n��le�� o� �h� �a�� of �h� Con�rac�or as ���a��s t� pu�Xic �onve��e��e �nd �af��y wh�clx may corne to ft� a�ten�fo�f a��e� �we�t�-�o�� h���s noti�e iri w��t�ng �o t�� �o��ractor, sa�e in c���� o� e�e�g�n�� wrie� �t sha�l hav� �he r��ht �o rernedy a�� negl�ct w�t�out ���i�et an� �n ei�he� cas�+ t�� cost o� s�ch wark do�� or m������Ys fur�as��d by t�e Owr�er or b� ��e �i�� sh��.l be dedu��ed �ro� snonies du� or to becom� clue t� ��ie �ont�ac�or . TY�� �ontrac�o�c, s�te� appr�val of th� Er�gin�er# sY�al.l. no�ify �he �#.r� Departmet�t H�ea�qu��ters, '�'ra��ic Engi.r����� an$ Po�l�.ce �epa��tm�n�, wher� an�r s�r�et or al�.��r i� r�qu�st�� to be �io��c� ox obstr�ct�d o� �n� ���r� hyd�ar�� i� �.� be �nacie fn�c�es�sibl�, and, wh�r� so �i�����d by tl�e En,g#.nee�c, sh��,l. k�e� a�y stree�, s����ta, �r highwa�s �.r� condi�ian f�ac u�t�ob��ru�te� u�� k�� � i�ce appara�us. The Cor�tracto� �h�ll prom�t�� no��f� ��i� Fi�e �epartr�ent Headqua�ters w'h�n ak� s���i ob��r�t���d str�eta � a1���s� or ��dra�n�� a�e again plac�� ba�l� in s�rvice. Wh��ca tlz� �an�ra�tor i$ re�ui.red �o �or,s�r�c� t�����r�►�c�► �r�dg�s ��r ma�Ce o�Y��r arrang�rn�n�s �or cros�ing ov�r d�.��hes or stream�, �xis responsi��li.�y �o� ac�i�er�t� �r� �onnec�ior� �ri�h s�ch �rosafr�gs �S�all. in��ude �h� roadw�y ap�roach�a as well a�s �t�� structure� o� s�ch �ro��in�s. Ti�� �on��actar �ha1� a� �1.�. time� con��a�� his operatio� a�nd .. ��a use c� con��ru��ion machinery �o as not to �amag e or de�t�roy tr�es and ���ubs �ocated �n c��se pro�rimi��► to or on t�e �i�e o� �k�e vrorlr. �he�c��r��c any� euc}� damac�e �a�► be �or�e, the �ar�tr�c�o� �ha�1 �.mrn�ct�atel.y' sa�i.s�� all �la�rn� of grop�rt� ov�r�e�s, and rio pa�m�r�� �ri].� be �t�de b�r tk�a O�rner i� s�ttle��n� of �uch clairns. �Yxe �orstractax �ha�.l. fi].� wit� the Er�g�r�e�� a wr�tten ��a�e�e�� $how�ng �►�1 ��a�h c�.aims ad�u�te�, ��-5.6 ��t��II�E�E� OF CO�1TftAGTO#� Ti� �'�RE�TS. AL�EYS, Ai+I� �t�G�'�-p�-�x�Cs ��r th� ��rforman�e o� the coz�t�r�ct, �he �or��ractar �i�� be �erm��t�� t4 ��� an� a�cupy s�tch ��rtior�s �f th� publf.� stree�s and aYleya, or other pub��c places o� c�her ri.ghts�-of�vr��r a� pae��rided for ir� tY�� ordir��rtc�s o� ti�e Catty, as showr� ��x th� Cor���a�t �ocume�t��� o�c a� may be �gecif�.�a�.3y au�i�ori�ed fr� wri�.ir�g �� �h� E�►�ir��er. �i araa�o����e amaun� of toa�.$, maite�iaYsr az�d equ�.�n�en� for co�x���u��ian p��pos�� may b� ��are� i.n such s�a��� ��� no more �t�an �s n�c�ssary t� avoid d�l�y i� �1�� �onstructio� op�ra�i.ons. �x�avat�d arid wa�te ma�eacials ��xa�,� be piled o�c s���ke� �.n such a w�y as �o� ta ir,te�r�ere v�ith th� txae n� spa��s �t�at rna� be des�gn�tec� to b� l.eft fr�� ar�d u€�o�s�aru�cte8 ar�d so a� na�. to �n�ort�re�x�ex��� o�cupar,ts �� ac�jac�r�� prope�ty, I� t�,� st�e�t is o��upiesi b� r��lway tra�lcs, �he �aork �ha�.l be �6-�6 {31 ���r�e� on in s��� ma�ner as not to in�e��e�� w��h �he �p��ativn o� �ra�ns, �o�di�� �r unlaa�i�g o� cars, e��. �th�� con tr�c�v�s o� �h� �wner may, �a� a�l p��poses r�q�ire� by ��e �ont�act, e�ter upon ��� work �nd �re��ses us�d �� th� �ont�a��or and ��a11 be provid�� �11 �eas�nab�� f���li�res a�� ass�stan�� fo� t�� com�l�tion �f ��jo�n�ng work. A�y �dd���o�s� gr�un�s d�s�re� b� the ��n�rac�or �or ��s us� s�a�l �� pro��8�d b� him at ��s ow� �ost �n� e�p����. C6��.� �A���A� ��Q�S�NG�; ��en �h� �v�k �ncroa�h�s upo� a�y ri��t�o�-wa� o� an� r���wa�t �h� ���y ���� s���re the ne������� e�s�m�n� for �he woz�. ��e�� ��� railw�y �rac�� are �� be �r�aa��, the �o�t�actor sha�� ��s�rve �1� �h� reg �.la����s �n� ��st�uct�ona of �he �ailws� c�mpan� as �o t�e rne�ha�s af p��f�r�i�g �h� wor� and �a�e �11 ����autions �or �af��� o� �raperty �nd �he ��b��c* �egoti��ion� wi�h th� r�f�w�� comp�nie� fo� pe�rnits sh�ll be �o�� b� a�d through �he C�t�. �he Contr�c�or s�a�l qive �he Ci�y ����ce nat less ���� €ive day� grfor to the tirne of h�s ��te����ns to b���n wor� o� t�a� �ort�.on of �h� p�oj�ct w�ich i� ��Y�ted to the rai���y �rope���e�. The �o�traa�o� wfll �ot �e ���en ex�ra or �d��tional compen�����n for such ra��wsy �rvssiag$ ���e�� sp�cifical�� s�� for�� �� the �ontra�t Do�um�n�a, C���.� BA��������, �AR�T��� ��� �AT��ME�: Wii�re ��e �o�� is carrie �n �n �r �djac�nt to a�� ��ree�# al��y, or �ubl�� p�ace# the �o�tr�cto� ��al� at hf� ow� e�pe�ae fur�ishf e���t, ��� ��i���in such �arr���des, �enc��r �igh�� an� dange� s�g�als, ehall provi3e eu�h.wa�chm�n� a�d aha�� ���� �11 ���� o�her �recaa�io�ar� m�aaur�s f�r ��e ��ote�tton o� �er�o�s �r �ro�er�� a�d o� the wor� �� ��e nec�saary. �a��icadea �nd ����es �hall �e pa�nted in a�o�or �hat ���1 be vi�fbl� at n�g�t. �rorn sun$e� t� �un�i�e the �nn��a��o� �hal� f���ish and main���� �� ��a�t one e�si�� ���fb�� �ur��ng lig�t a� �a�h �arr��ade. A s��f�c��nt ���ber of ba��icades ���Y� b� �r�at�d a�� rn���tain�8 to k��p pedestria�� a�a� �rom� an� vehi�le� f ro� �e��q �riv�n an �r into, �n� �or� un�ez �onst�uc�ion or �e��g ����taine�. �he Co��r�atar ��s�� �u�n��h wat�h��� and ��ep th�m at th�ir ��sp�ct�ve assig�rn�n�s in �uff��i�nt nu�bers to protect t�e �ork a�d pr�ve�� a��iden� o� dama�e. All in�tall��io�s and �raas�ur�s a���� be c��sist��� with ��e provi�i��s s�t fort� i� ��e "1�6� ��xas �a��al on ����o�m Tra���c �pn��ol De�ice� f�r Stre��� a�d ���hway�" f�$�ed ���e� ��� �utho�it� of th� "�tate of Te��� �����r� �ct Regu�at�n� Tr����� o� �ighw��s", �odi�ie� �� Ar�icle 6?Qld �ero�'s �ivf� 5�a��t�$, p��tiae�t sec���n� be��g �e����n N��. ��, 23, 30 a�d 3�. C6�� { 4} �he �on�xacta� will �ot r�rnove a�� regu�ato�� ���n, i�tstruc�.�ot��� s�grt{ str��t r�am� �xgn, o� other �iga t�ltich h�� ��er� e�e��ed �y the �3,�y. Yf �� i,s d��errni.n�d t#��� �► sign �nus� iae r�mov�d �� pe�m�� r�qr�ir�d co[��t�u�tfor�, tt�e Con�ra��or ��all cot�tact t3�� T�as�s�ortat�.on ��tc� �u�}.io �ork� c3e�a�ctm�nt, �ia�ns �nd M2�rl�i�g� D�vi��o�x {pl�o�e r�umb�r 8790�8�75?. �a ��move ��e sfgr�. �r, �he ��s� of regu�ata�c� sig�s, �h� Cor���acto�� �n�x�t replace �.?�e �er�a�,ert� stgn �vi�h a �ertp��a,r�► si.gn r����ing th� re.��iseme�xts of �h� above �'��exenced manu�►�. and s�ch ��mpora�r�r sign must be insta�led p��.or �o th� �emo�ra}. o� tt�� �arr�anent �ign. �f t#t� �ernpor��c� sign i.s �no� �nstalled caxze�t�� ar if �� does not m��� the requ,fred ape�ifi���ion� � the p��r�nar�e�nt sign ak�a�l be le�t �n pl��� x�z��i1 th� �.�r�go�ary s�gn ��qt����m�nts a�� m�t. W�xen ��nstru�t�iar� wo�k is co�►p�et�3 to �he exter�t �hat the p��rm�nerrt sign can }�� re�i.na�all��, the �ont��ctor shal]. agafr� aon��c� �he Si.gr�s and Max��C�r�gs �ivis�on �o ��-it����l]. the ��rmane�t sig� and sha11 l��v� �fs ternpo�ra�� sigr, i,n pla�� �ntiY such r�-�insta�la��.�n i� ���nple�.ed. '�h� �ont�ca��or wf �1 be �a�.� re�poz���b�a foz a1� d�mag� to �he u�v�rk or ��� �a�li� �u� ta �ai].ure o� ba�er�cade�, s�c�r��. f ert�e� r�.igh��, o� watchmer� �o �rotect �hem. f�k�en���r ev�denc� is fo�nd of �u�h darnaqe �o t�e work t�� �ngfn�er ma� or8�r the 8amaged por�i,or� im���ia�.el�r r�mo�e� a�t3 repla�ed hy ��►� �an�ra��or a� th� �ar►�ra��or' � owri ��p�r��e. The �orx�ara�tar' � r��ponsibili�y fo�c the mainterxar�c� af bar��cades� sic�r�s� �e�n�es and 1igh�s+ and foar p�av�diac� watch�e�n ��a��. r�o� c�ase ur�� � 1 the pro j�c� sha�l have b�er� complet�� ar�� ac�epC.ed by the O�tr�e� . �io cam�en�a�t�on t e��ep�. as s�e����.cally �rovided i,n these Con�raat �o�e�rn�n��, w�13 k�e �a�� t� th� Con��actvr �o� the w�rk and m���rial� itx�ro�.ve� ir� the cor���ru�tfng. prov��in9, aad �afr��.s�n�n� a� b��e�i�ad�e t�#.g�x�, fen�es � and I t�c�k�ts o� for sala�ri.es o� �r��c�men, �or ths su?�s�c�uen� rento�a7. at�d df�p��ai of �uch ba�r���ade�, s#.c�n�, or for art� other incfder�tals ����ssary for the �x�oper pro�e�tion, �a�e�.�, and �onvenfenc� af �h� publ3c duri.ng �ha cort�ra�� pera�odr a� �h,�s w�rk is ce�,si���ed to b� sub��diar� �c� ��e �ev��al ttem� for vthich unft o� lumg sum �ric�s ar� requ���ed �n �h� �rop��al. L���i � 4Jr7L� 4�� �+��L4JR}Yl;lr7 � LJ�tii� �1k+1\3JSzi1 �L�r : r7JJ��14a �7a� �ontra�to� e���t �o use exp�os�ve�, t��ap weight� e��. � i�x the p�co�c��utio� a� tk�e wor�, the u�rno�� care �a�tal� b� e��rci�ed at al.�. tim�s s�o as na� �o en�anc��r li�� or propert�►. '��e �or��xa�tor �hai� noti�� ti�e proper repr�se�t�a���v� o� ar�� ����ic se�v�ae co�porat�onr a�� �ompany, �ndivic�u��, �r utflit,�r and th� �wr���, no� �.e�� tlxan tw�n��-f�u�� hou�s fn �G-� ��1 � adva��e o� the u�e o� any ��tivi�� wh�ch ���h� da�age o� e�da�ger �he�� or hi� prop�rty alang ar ��jac�n� t� ��e w��k. ��er� �h� �s� qf e���o�#ves i� �o be ��rrni�ted o� �he p�oject, �s speeified fn ��e �p�ci�� Con��act Docum����, o� the ��e of �xp����v�� �� x�qu�ste�, t�e �on���ctor �hail ��b��� not�c� to �h� Engine�� �n �rit��g t�����-�our hour� p�ior to com���ci�� a�� �ha�� f ur�is� �v�d�nce tha� he has in��ra�c� �o�er�ge �a proteat a��ina� a�y dam���s and��r in�u�ies ��i�i�g ou� of suc� �s� o� ��p�o�i��s. �1I clai�s a�i�ing out bf the us� o€ ��p�a�iv�s ��aYL �e �n�est�gat�d and � �r�t��n r�port made by ��e �ant�a��o�*s ins��e�� �� th� Enginee� within �en �101 days a�ter r�c�ip� o� ��itt�n no�ic� �� t�e ����� to �he �ontrac�o� fr�m �i���r �h� �i��► �� the ��air���xt, The �it� �hal� p�oceed �o g�.ve nv���� �.o ��� ���t��,�t�or af ar�� su�h clai�. TY�� us� of ��tp�oaiv�s m2�y be �u�perrded i�� th� E�tginee�` f� any com�la�r�t i� ���e�v�d ar�d s�ch x��� �hal]. r�o� �e resumed ur�t�1. th� �a�u�� �f �he com�lairr� k�as b�en addresseci. 1+�h�netre� e�cp�o��.ves are �to�tec� o� kep�f ���y �h�►11 be stored ir� a�afe art8 s����e r�anner art8 �1Y ��ar�,ge p�ac�s s�x��.Y k�e �Slainly r�a�S��d "DA�IGEft�U9 �}[Pi���I�TE��' ar�� �ha,��. be und�� the car� �� a c�mpe�et�t �atcl�man a� a11 t�mes. A�1 v�i�i��es ir� whi�h ���7.oaives a�� �e�ng trar��por��d ��a�� �� p�afnly �a�frad �� me�tion�d aba�re and ak��l�, insafar a� �osa�b�,e, r�ot us� h�avy �r���ic �aut��. ���6.18 WORi[ i�PZ�'H�DI' �AS���L�'�S: �Pher� �he �or1c gas�e� over, �hro��h f o� fnto ����r��e grap�rt�r, t�he Owr,er wil� ��avit�� �t�ch rig�tt=of�v,t�� �� easerr��t�� priviJ,�g�e as �he City rta� de�m n�c�ss�,r� �o�r the p����cution o� the wo�ck. Anp a�di�iona� �r�.ghts-��f-v,�a�► or war#c area con�ic��re3 r��cea�a�y by the C�r�t��a�tor �h��.�. l�e pr�vid�d b� him a� l�i.�s o�rr� ex��r��e. S�ch �,d�i,tional rights-o�-w�y o� wo�k �rea ehs�.� be acgu�.�ed �or the ben���t of �t�� �i��. The ��ty �hal� b� riot�fi�� �,n writi.r�g �s to the r�.gk�t� so a�r�uired be�ore work �er�in� �ri t�e a��ected area. T�e �antract�or aha11 �ot �€��ea� up�rt griva�e p�eopert� for ��� pur�os� ��,triou� �z��►�Cng previous�y a��ained �xerm�ssion ��rom the �wn�r of �u�}� p��perty. Th� �ontra�tc�r w�1i no� b� a1low�c� to s�o�e equiprn��� o�r mater�a� on �riva�e p�r�pert� ur����s �r�d u�xtil t�,e sgect�ied 'apg�ovsl of �h� gr�pe�t� own�r ha� been s�cureci �.r� wri�fng b�' t�e Con�r���o� aad ���p� furni�hefl to �k�� iir�gin��r, [Tr�le�e s�ec��icaliy prc�v�ded oth��w��e� t�� Con�ra��or s}�al� ���ar ��1 �ights�of-way or ���er�x�nts of ohstru��ion� w�ict� rnu�� be ��snove� to ma�Ce p�saible ��ap�r ��o���utfon �f th� �t�rk as a par� o� tY�e �roje�� �onet�u�tion aperati�ne�. The ���t�r����r �ha],1 b� ����onai.b�� �or the pres�rvatfon o� �r�c� si�al.l t�se �6�5 f�� ��er� �r�ca���on to pr�v�nt �arnag� to ��1 tre��, shrubbe��� �lants, �aw�a, fenc��� c�l�erts, cur�ing, ��8 ��� oth �� typ�� oi str�c��r�� or i�p�v��me�tax to ��� �st�r� �e�ert a�d gas l�n�s, to a�� ca�d�its, o��r�ead pal� lin�s, ox ap�urten an��s the�e��t incl�ding t�e const�u�tfon of te�por��y ����e�, an� �o �Y1 oth�r �ub�ic or privat� p�o�erty a�an� adjace�� �� the wor�, �n� Con�rac�or ��al� ��tif� ��� prope� �epr�se�tativ�� o� own�r� or occup�nts of p�b�fc o� p��vat� ����s o� in�er�st f n lands wh�,�h rnight b� ���e���d t�y th� v�or�. Suci� no���e �hall �� mad� �t �.�ast 46 riour� �.�, a�vanca o� �n� beg�nning af �he worlc. �3o�ic�� sha�� b� a�aplicabl� �o %ath g��Yi.� anc� �rivate uti]��.�� c�mpat���s a� ar��► corporat�o�, �ampan�r �x�dividual� o�r ��h�rF ei�he�r as or�ners er o��upant�, �rh�s� �and �a� �n�e�c�s� �.n �ia�nd mzg�,� a����t�d b� the v�o�rlc. �h� �ontra��tor �h�i1 �e �c�apons�.l��.e for a1� dama�ga o�c �n�ur� to ��cope�r��r of an� craract�� �es��t�r�g �ro� aay act, orni.ssiar�, neg].ect, �r misconduat in �1�� rnann�r or m�t��d oae �x�cu�fan of th� �+o�k� or a� any tf�� due �o d��ect�ve wor�e� mate�c�ael, o� egu�pm��a�. #�her� ar�d wh�re ar�y dire�t or ��xdirect or �.r��u�ey i� c�otxe t� pnb�f� or pr�vat� prop�r�� or� account o� any act� om#��s�on, negl.��t, or miecon���� in the �xec��fax� of t1�e wor�C, or in c��s�q�e�xc� of ti�e nc�n-�exe�ut�on th���a� or� th� par� o� �.he �onLrac�or, he shai� re�tore o�e ha�e reatared a�� his a�n �os� �nd e���r��e ��xch ��r�pert,�► �a a�an�itfar� a� ��aat equai to that exie�tag �s����e srx�� darnage ar i�n�ury was dor�e, 1�� re�a�i.ae�ng� ��l�uilri�r�c�f or athe��aie� replacir,g anc� �esi�r�ng a� rnay �e c�irect�d b� �h� ��rr�er, ar Y�� s�xa�� �al�� �ood, s�c� 8an�age� or in�ur� in a mann�r �ccep�abl,� �o �he owr�e� of �he pr�per#.� ar�d th� E�tg�r�e�r. A�1 f��t��� �n�our��e�c�d and rarno�ted du�eing cons�ructioa a� this pro�ect shz�ll be �cestored to ��e arig�nal o� a��tter thar, o��gir�a7. condi.tion ug�n �o�►�l,�tfan af ���,s p�aaect. Wh�n w�re ��nci�xg, e��her wire m�sh ar h�rbe� �r�re �s �o �e cxossed� �h� �an��ca���r sh�l� �et c�r��s b�rac�d post� ��x ���ixer si�e �f ��rmanen� eas���r�t b��ore the f�zt�� i� cu�. Shou1� a�r�itior�al fenc� cu�s �e necessar�, ��e �or�tract��c shaLl �r��t�.c�e �r��s �r���� pasis at po�.n� of the propoaed �nt �n addi�i�r� �o t�� c�oss brac�d p�sts provid�� a�. �h� p�r�n�n�r�t ea���mer,�s ��rn���, b���re �.l�a fen�e i� cut. �re�npora�y �e�oir�g sha�J� be er�oted in p��c� �� t�e fen�i�tg �r�rnotred whenev�� tY�e worlc �s r��� fr� progr�e�s �ttd wi��n the s� t� f s� vaca��� o�rer€� ig ht ��,r�d f or a� aIl t�►�es to p�c�vent �iv�stock f�asa entering �h� cons��uct�.or� a�ea. '��te co�t foar f en�e ��t�or�a� f t�mparar} ��.osur�s at�d �r�plac�m�nt s�a1� be ��1���diar�r to tk�a �r��iou� item� bid ir� t�e p�ro���� ��-6 ( 7 } �, p�o�os��. Thezefo�e� �� s�par��� �a�ment s�a�l be a�l�w�d �or any s�r��ce as�ociat�d �it� t�is w�rk. �� �as� o� £ailur� on �he part �f t�� �on��act�r ta r�s�o�e such pxopert� �o rn��� good such dam��e or i��u��# �h� Own�r �ay, ��on �6 hour writ�en �otfc� ��der o����a�y ci��urnst�M��s, �n� w�thout not��e wh�� a n���ana� or ha�ar�ou� condition re�����f proce�d �o repair, ��b�ildr ot o�h�rw�s� r�stor� such �roperty-�s m�� b� de��rmined �y ��e ��n�r �o be ne�ess�r�, a�d the co�t th�reby wi�1 �� �ed�cted from an� ��n�e� due or to becom� du� to t�e C�ntr���or u��e� �hf� �a�tract. ��-fr.�� ����P��D��� �DNTR�CTO�: Zt �s un�er�taod a�d ��r��� �� the parti�� he�e�a tha� �on�rac�or s�a�l �er�orrn ��1 w��� an� se�v��es h���u�d�r a� a� in�e�e�dent co�kractor� �nd �o� �s an offf��rr agent, ��rvan� or ����oyee o� th� Owner. Cb�tz�ctor s�all hav� exc��sive co�t�o� of �nd the exc�u��ve right to cont�oX �h� d�ta�l� of al� ��� �o�k a�� ser�i��s �e��or�e� hereun��r, and a�� per�ons �er�or��n� sam�, and shall �e s����� ���p���i�le for �he ��ts an� omi��ions o� its o£�icers� agen�s, ���va�ts� ��play��s, �ontracta��, subcontr�cto��, ��can���a ��d invi����. ��� �actrin� �� re�pa�d��� ��p�ri�r a�all n�t ��p�� as between �wne� and Cantra�tor, ��� o����ers, agents� �mp�o���s� ��fltra��ors �nd sub�ontract�r�, and �a�hi�g h���f� �hal� �e �on����e� as c�eatin� a pa����xs��p or joint ���erpr�a� betwe�n �w��r �n� �ontrac�o�. C��6.1� ��NT�ACT��f� �E��O�SIBIL��Y FOR DAMAGE �LA�MS: �o���acto� �ove�ants afld agree� to, aa� �o�� �e�eb� �nd�mni��, ho�d h�rm��s� an� def�n� O��e�, ��g o�fi�ersr �g����, serva�ts{ a�� e�p�oy�es ��arn a�d agai��t �ri� �� �1� ��aims o� �u��� for praperty da�aq� o� 30�� a�dJ�� ����ona3 #�jurY� �n�l��ing d�a�hr �o ��� and ��� �er��n�, o� w�at�oe��r �ind or ��aracter� w�et�er �e�� or �s��rt�d* �ri�i�g �ut of ar tn �a��ect�o� wit�, direc�ly nr i�dfr�ctl�� the work �nd serv�c�� �o �� perfo�med �e���n��� b� Con�r�ctor, ��s o���cers� �gentst �m��o�eeat ����r�c�ara, subco�tr�ctors, ����nsee� or i�vitees, w�ether o� ��� �aua�d, i� �ho�� o� in part� �� a��e��d n�g�ige��� on ��� p�rt �f offi��rs� ag�n��, s��v��ts� e�glo��e�, �ontr���o��, s�bcantractors, �����se�s a�d �nvite�s o� �he Owner� and sa�d �o��r�ct�r do�� �e�e�y cove��nt and ag��� to aes�ma a�l lfabiX�t� �nd �esponstb�Yit� o� Own��, i�� o��i�ers age�ts� se���n�s and ��p�o�e�s fo� ��op���y da�aqe o� �o�s+ a���o� pers�nal ���urfe�, i�clu8i�� d�ath, to ��� �ad �11 person� o� wh���oever kind or charac�er, w���her rea� or �s��rt�d� a��s��g out o� or i� �o����ti�n withx dir�ct�y or in�i�ectL�� t�e w��k ��d eervices ta �e ��r�orm�d he�eu�de� by �ontr����r, �t� offic���x �ge��s �rnpxoyees, �����a���r�t �u��on�ractars, �i��nse�� and iq���ee�f �het��� o� not ��used{ C��� �S) in whole a� in p���� b� ���eged �eg��g���e of offf��rsr dgBnts� se���ntsx �mp1�y���, �On�r�Ctosg� G�b���trac����+ Xi�e�s��s o� i�����es o� the Own�r. �on�r�c�or lx�ewi�� oavenant� �nd a��ees ��� and dae� her�b�rt �n��mni�y a�d �ol� harrnle�� Owrie� frorn and a�a�n�� a�y and a�l in�u�ies��o�s or ��m��es �a property a� trie �w�er duri�� ��� per�o�ma��e a� a�� o� �h� ter�� �nd canditio�s of triYs �on�rac�, ��e�her axi��ng o�� o€ ar �n ��na��t�on �f�h or resul�i�g �rarn, �n whol� or in �art, a�� �nd ��� al�eg ed a��s ar o�iss�on� �f a��ic�r�t ag���sR serv����, ernploye��. �on�rac�or�� �ubco�ir�ct���� �ic�n��st or �n�it�es of th� O��e�. �n �h� �vent a �r��ten �Iairn �o� darn�ges �ga�ris� th� cantracto� o� iis �ub�o��X���ors r�mains unsett��d �t the ��me ��1 work on �he �ro�ect has �ee� ao�p����� to the �a��sfaction of th� �i�ec�or o� th� W�t�� �egar�rnent, as evi�e�c�� b� a ���a� in�p�c�ion, f�rial �a�m��t t� �he �ontract�� s�a1� not b� �e�ommeri�e� �y the ��r���o� af th� �at�� �epa�trn�rit �o� a p���ad o� 3� days a�ter t�e da�e o� s��h fin�� i��p�c�ion, ua���s th� �o�tr�cto� sha�l subrn�� �ri�ten ev;de�ce sati�f a�t��y �� the Af�e�tor �hat �he ��a�m �as be�n s���x�d an3 a re��a�� �as �ee� obkained �rom ��e ���i��nt x�vol�e�. �� the ��a�� concer��d rem�ins un���t�e� a� �� �he expira��o� o� the abov� 3Q-��y pe�iodx th� �ontractor may be d�emed �o be ent����d �o a a�mi��inal �ay��nt for �ork co�plet�d, suc� sarn��f�na� paym�nt ta b� �n an arnou�� equal to ��e �o��l dolXar am�un� ���n due less trie d�llar �alue of a�y written �iaim� ge�d�ng again�� �he �o�tractor arisin� out a� �he pe�farm�n�e of �uch �o��r and s�ch semi���nal payrn�nt may th�n b� re�ot►t�ten�ed �y �h� Direct�r. The D��eector sh�Z� r�at �eco�nm�n8 �ina� p�yrn�r�t ta a Contra�t��r sga��.r�s� w�o� su�h a�1airn �o�r damages i� ��x�stand�.nq �or a per�od of �f� r�oaths fo�low�.flg th� date �� the aa�e�tance o� �h� �ork per�orrned unlese th� �ant�racto�c su�rnit�s evid�r�ce in va���tr�q sa�is�a��ary to �k�e �ir�ctor tha�� 1. '��� �l�im has �eer, set��ied ar►� $ r��.ease haa been obtainec� �rorn t�e claima�n� �.�x�ro�.ve�, v� �. �aod faf�h ���ar�a have �e�n made �o se���e �u�� aut�tan�irxg �la�m�� ar�d �uctt govd ���th e��ort�a Y���r� fai��d, �f �on���iot� t�) abo�xe is r�et at any �i.me wi�hi�n �he s�x rnantri ��riod, tS�e �i�r�c�oar sMall ��cornrn�nd �i�a� t�� f ina� pay�etxt ta the �ontractor be rna,de. I� �ondition ��} ab��e �s �ne� �►t an� time with�n the si.� moath p�r�.a�if ti�� ��re�tor �ra� r��or�rnend that �kxe �ina3, paym��t to the Con�rac�or be rnade. At th� C6-�G {9� �x�i�a��on o� �ri� six rno��� peri�d �h� D�����or �a� r�cor�rri��� ��at �ir��,� pa�►�r�nt be made �,� al]. o�her work has i�e�n per��rm�d and aXl o�hea� [�bll�ga�i�r�s o� the �o�tra�t�r ��ve �eer� me� ta the s�t�sfa�tiar, of the Di�e�to�. T�e ��rectar rr��}�r i� �� d�e�t� it a�pr����e��e, �ee���e tv a���p� bi�3� on other �at�r ���artrner�t �o��rs�t work f�om ����,t�actor agai��� �rhom a cl�irn for ti�,m�,qes �a o�tstandi�g �s a r��u]t �f wo�k pe�����m�d �nd�r a �ity �on��a�t, �6�-�.�3 COt�TRA�'�D�t'S �LAIM Fc]R DAMAGES: Sho��.d t�s �ontra�tor �axm corrrg�ns�tron for a�� a].leged d�m�g� �y re�son of t�� ���� or ��is�iong of tt�e Owrt�er, he sha7.1 w�.th�.z� t��cee d�y� ��t�r i�he a��ual su��a�n��g af s�,�h a�l�ged d�r��ge, �a1�� � wri�.��n ��a�ement �o the �r�g��t��r, set�ing out in de��i�. ��� natu�� o� �he �J.1�g�d damage, and or� ot �efore �h� �5�� �ay o� �h� m�nth suc�eeding �h�� i� which an�r �u�h darna�e �s c�2��.r�n�d. to t�a�re b��n �x���air�ed, the �or���a�tor staa�X� ��.3� w�th �1�e E�gineer �n it�rni��d ����emen� o� �.3te detafls ��d 2�mo�nt of su��, �,l�egec� d�rnage andt upon a���uea�, $1��11 giv� �h� Er�e��neer a�ae�� to a�.� bovlts of accoun�r r��e�.pt�, vonci��a�s, btLLs ai ��r�fng� ar�d other hoo�ts o� ��pera cantai���g any �vid�r��� a� tr� �he amou�x� af such a3.����c� da�nage. �Ta�,ess �uc�t �tat�mer��s st��lY be ����d �s he�e�n�bove requi�ed, ��a �ontrac�oz*� clair� �a�c co�pensati�n st�al� b� w��ive€3, and Y�� �1xr��1 r�ot �� er�titl�d ta p�yrner�t an ac�ount of su�h d�mag��. C�--�.3A ADJi�S��1E�T�' OR �t�L��AT��N O�` �[��I,�C UTIL�'�TE� ETC.t �n �a�e it �� nec��sa�� to �hanc��t m�ve, o� al��r �n an� mar�ner �h� pa�+��ert� of a pub��.c t�tili�y or othet's� the s�id ��o�ert��r shaL�, r�o� }�� mav�� or in�e��e�ed wf �t� unt�l o�d��e� ��,�r�x�port hav� l���n �.��u�d b�► t�e �n�i,neer. �k�� riqht ie x��s���r�d t� �h,e o�rr�er� of pub� i� utilt�.��� �o ent�� �he geog�aphi�al �imi�s o� the �o�tr��� for t�e pur�o�e o�' rnakinc� such cY�at�ges o�e �e�a�tr� to �h�3.r p�ope�ty that rnay b� �ecessa�� b� t�� �e�cformanc� of tlxi� �on��a�t. C�-� .1� '�EMP�F�A�'Y �E�]�lt A'ND bRA�i� �Ot�N�CT���I�: �her� e�i.s��ng sew�r linea have �o �e �ak�n up or �emove�� �hs �antr�� to�' shall ��� hi� a�,rn expen�� and cnst, �rovide a,nd m�.it��a�r� te�t�Oor��y �ut1��s ar�d c�nr�e���or�s �ar ��.�, p�fvat� or ��b��.c drair�s and sewer�. Tl�e �ontr��t�r �3�a�11 also �e�k� ��,x�e o� a��. �ewage and drairrag� w�3,ch wil]. �� �e����e� ��orn �h�se d�ain� and ���r��rs, ar�d far �h�� pur��s� l�e ��ari p�avtd� anc� rna�ntair�� at hi� owr� cost a�xd e�c�e�se f a�equate purnpi�� ��ci.l�t�es ar�d ��mpo�cax� outl�ts o� di�re�stone. The �ontracto�, �.�. hi� own co��, and expens�, sl���l conetruc� �u��i t��oughs, pig�sx or oth��e stru���re� nec���a��x an� �ae prepar�d �� a11 txme� �o a�i.spos� of d�a��nage and sew�g� �CG-6 (1�} ��c��ve� from th�se te�por�r� co�n�at�ons until su�h t�mes as the pe�ma�en� �onne�t�ons ��e bu�lt a�d �r� i� �er�ic�. Th� �xist�ng s�w�rs a�� conn���io�s �hal� be ke�t �� �er��c� a�� ��intaf��� �n��� th� �on��a�t� ���ep� ��e� ep��i��ed or o�dex�� ta be �ba�don�� �y �h� �ng��e��. �lY W���ir �ewa�e, ��d ather �aste ��a�L �e diapo��d o� �� a�at���ac�or� rn���e� so tha� �� nu����c� �� ��eated �nd so ��a� �h� wo�k und�r �onstruc��on w�l� �� ad�qua��l� ��o���te�, �6�6.16 ARRAN�E���� �N� GHAR�ES FOR �ATE� F�R�I9HED BY ��E �zT�: W�en �h� Con��ac��r de��re� �o use �i�� wa��� �� connectio� ��th any co�s��u���on �ork, h� �hall make comp�e�e ��d aa�isfact��� ar�a���m�fl �� w�th �he �ort Wor�h C��� �ater ��par��ent �o� so doi�g. Cit� water furn�sh�d ta �he C�ntra�toz shal� �� d��ive��� to ��� �o�tractor from a con��c�ion o� an e�is���g �i�� ma�n. A1� pip��� req��red be�o�d th� point of d�l�very s�a�l be tns�a�led �y the Contractor a� �i� a�� �xpe���, The �o��ract��'� re��o�e��f�ft� in th� use of �11 e�i���n� �ir� �y��a�� an��o� �aXv�� �� d�taile8 �n Sect�on E2-l.� USE �� F�RE H��R��TS ��D VALVE� i� �h��e ���e�a� �o�t�a�t �ocu��nts. ��en �e��re a�e u�e� �o meas�re th� water, �he �harg��, �f a�y, for ��t�x will b� at the �eg�lar �stabi�ehe� ra�es, �he� me�e�� ar� �at usedr th� ��a�ges� i� an�, w��l b� as pres�rihed b� the Cit� �����ance, or ��e�� no ardin�nca aggl���, pay�e�t s�a�l be ma�e o� e��ima�e� a�d r��es e��a�lfehed �� �he �ir���or o� ihe Fort Wor�h �at�� D�pa�tme��. C6R�.17 U�E QF A 5����Q� 0� ���fii0� �F T�E �O�K: ����e�er, �n �he opi��on of ��e Eng��e�r� any ���tio� o� po��t�n o� �� e �o�� ar an� �tru�t��e is in suit�ble �on�it��n, �t rna� be gu� �n�a use upon th� �ritte� o�d�r of th� �ngin�ezr an� ���h �sage s�a1� �ot �a �eld �o b� in ��� wa� �n a��epta�ae of �ai� war� o� �t�ucture or an� pa�t t�ereof or as a�a�ve� of a�� o� ��� provision� o� t�e�e �oritra�� �o�um��ts. �k� �ecess��� repa�rs a�� remova�� o� an� sec��on of the �or� so put ���o us�� d�� to d��ect��e �ater��Y� o� w�r��a��hip, eq��pme��, or �o ��€ic�e�t oparatio�� on ��� part a� the Contracto�t �h��� be per�ormed �� th� �ontr�c�o� at hi� aw� e��ense. ����.18 CON����TQ�'S R���O�SXB�LITY FO� T�E �OR�� Unti1 wrfttsn a�cepta��e b� �he Own�r a� �rovid�d �or �� th��� �o�tra�t no�u�e�t�� the �ork s�al� b� un��r �he c�arg� and car� o£ �h� �ont�aator, and he s�al� take eve�y n���ssax� preaau��on to �re�ent tn�nry �r �am�ge �o the �a�k or a�� �a�t ���� �i�� PA�� C � 6�NE�AL C��D��YON� �7-7 P�����UTI�� ��D �RO�R��� ���T�ON �7�7 ��OS�C����� A�� �RDGR�SS: �7-7 . 1 �UBLEfiTIN� � The �o���s�to� �ha�l ��r�orm wfth h�� �wn o�ganizatior�� �nd wi�h �l�e a�����ar�c� o� workm�n und�r his �Lm�ediate �up��e�r���ndan�e, wo�k o� a va].�ae of nn� �e�s th�n �i�ty {5q�? p�srcent of the va�ue embra�ed in the c�x�t���t. �� tt�e �o��ra�tor �ub�et� an� part of �F�� wo�c3c �a b� dor�e unc3�r �.�,�se Cont�a�t �o�usner,ts, he �il� riot under any �irc�matan�es b� �e�i�v�d o� ��e r��pons�bi].ity a�r�d a�lia�a�ior► a�surn�d under �he�� Coatraat Docur���,ts. x�l transa�tiar�� of ti�� �ngfne�r �ri�l be �rith th� �an�raator, Subcar�t�a�t�r� wil� he ��nsid�red a��� in t�� capac�I�� o� em�l��ees oac woackm�n o� th� Cori�rac�or an� sha].1 be �ubjea� �o the �ame r�qu���rnert�� aa ta cY�a�rac�er and �o�p��en��. �he Dw���r �ti�� no� �reaoqreix� ar��r subcon��act�r er, �he wori�. ��� �ont�r��tor s�all at a�� tim�s; when t�� w��1� �s 3.n og�ra��or�� b� r�gre�en�ed e�t�,er i� p�rson or ��► a�upe�ir��.er��en� ar �th�r d��fgr�e���d ar�preaer�ta���t��. �7�7. � A�S��Nh�E�� ��` ���d"I`�tA��: '�he ��t��ra��o� �Y►a1J, r�at a�s�gnr�rar�'�f�r� su����, �onvep+ or ot�ervr�,�� d�s�o�e �f �h� cont�act �r hi.� ac�.c��ts, tf���rt or �n�e�eest �€t a� �o �he aarne or ar�� �art �t�e�rea� w��hout the previous �o��en� �� the O�vner e�p�e��ed 3�� r�so�u�ion of ��� �i�� Coun��]. and c�n��rred �r� b�r �t�e �ure����, If �1�� �ont�actor r3oes, without suc1� previous conser�t� a��ign� traz�sfer� �ub�et, car��r�y, or ath�rv�ise �i�pose �� ��e ��tx�r��t or Y��� rfght� t��l�� or �nte�res� �ttere��n o� any part ther���� to ar�� �ersort o�e �er�ores� par�ne�cship, compar��►. f�rm, ox� cor�aarati��t, or doe� by 6aril�rupt�y, vol�tr�t�ary or irtvo�unta��r� or b�r a�ss�gr��nent un�er �3�e �.r��o�ver��y �aws o� �r�y s�a�e, at�ernpt to �ispo�e of �he ca�ttract may, at the o�a�i.ax� a� �k�e pwn�r be revo�Ced a�d a��u�l.�ed. �nle�� ti�e Suacet��s skta�.l su��ess�ullp cornplete sa�d cor�t�a�tr ar�� ir� the eve�� o� any �uch �ev�catior� ar anr�ulmertt, any rr�n��s du� o� �o �ecorn� due �nde� or b�► vfrt�te �� s�ic� cor�tra�t s�a�� be retafr�ed b� �he O+�n�r a� 1i�ufda�e�1 darnag�a €or the r����� tt�at i� wou�d be #.mpr��t��a��e ar�d extr�meY�► ���f �cu1t �o f ix the a�t�tal dt�mage� . �7-7.� �RO�E�U'Y'�D�T 0�` TH� W�RFC� Pr�o� to f�eg�t�n�rig an�t car�s��u�t�on a�eratf�r�, ��e Cont����or ��►ail eu�mit to the Engine��c i� �i.v� ��r rnor� capie�� if requ�ste� �� the �r�c��r�eer, a p�rogres� scS��du�.e pr��erab�� in ����� or diagzarn £orm, or a �rie� o��lining in �et��l. a�d ��ep b�r $tep t�� �anr�er o� C7-7 �3� m p��s��utfn� t�e �or� an� o�der�n� ma���rials a�d e�u�pm��� ��f�� he e�gec�� t� �o��ow in order to coin��et� th� pro���� in �he sche�ul�� ��rn�. T���� s��11 a�so be s�bm��t�d a ta�l� o� �stimat�d am�u�t� �o b� �arned b� t�e �on�raator during e�ch rnonthYy estimate per��d. Th� �ontra���� sh�X� c�m�en�e th� work �o be ge�forrn�d und�r t��� ao��rac� withia the tim� �irn�t �ta�e� i� ��e�e ��ntra�t Docum����s and e��ll �o�duct the wprk in ��onti�uou� ma�ner �n� w��h suf£f�ient eq��p�e�t, �����ial�, ��� La�or a� i� n�cesaary �o ��su�e ��s ca�gl�tion with�n th� tirne �imi�. The se��en�� x�gu�s��d o� al� const�uction operationa �ha11 be at ��1 ti�es as �p��ifi�d i� �h� �pec�a� �o�t�a�t D��u���t�. �ny d���a��o� �r�m �cuh se�uen��n� ��a�1 b� �����tt�d �o ��e ��gin�er for h�� app�o�a1. Co���actor shaLl �ot pr����d �ith �ny d�v�a��o � unt�1 he has r�ceiv�d �r��ten ��p�ova� fro� t�e �ng�naer. such �pe�ff��a��on or ��prova� by th� E�gi�e�r ehall �o� �e��eve �he �ontract�� fr�� �h� ��11 ����on�ibil�t� of the compXe�� ��x�oz��nc� o� th� �ontra��. T�� cor��ac� t�me �a��be c�a�g�d on�y aa ��� �o��� �a �ection �7-7.8 "�xt�nsion of T��� �f Co�pl���o�� o� �hi� Ag£�eme�t� and a��o��e�s schedu�� shail �ot conetita�� a��ang� in t�� co�trac� ��m�. C�-7_,� L����A�IO�� �� �PE�AT�O�Sf T�e �o��i�g operati�n� shal� at aZI �im�s b� ���d���e� b� �he �ontra�to� so as to �r�a�e a��ni��rn amourit o£ incon�e�ience ta the public. At a�� tim� w�e�, �� ��� �udgrnen� a� the E�gin���� �� ��on��actor �a� �bstruc��d ar cl��ed ar �� �������g �� opera���na �� a �o�tio� o� a�t���� a� p��Lic way �r�ate� th�n �s necesaar� for �h� �ro�e� ex�cutio� o� the wo��, the �ngin�e� m�� ��q��re ��� �on�����o� to ����s� th� ��eti�� on wh��h aper���ons ��e i� pr�g��s� bef�re ��� ��rk �s co����ced o� an� add��io�a� a��tion or street. �7-7.� C��R��TER �F �O�Ri�� A�D E4UIP���T: L��a� la�or shall b� u$ed by t�e Cantrac�or i� ��ailab�e. The �o�t�a��or may b�i�g in f�o� ou�sid� th� �it� of �a�t ����h �i� key �en a�d hia sup��int�nd��t. �11 oth�� workrnen, in�lud��� equ���en� ope�a�orei may be importe� ���� a��er �he �ocal s��p�� �� e�haus�ed. T�e Co��ra�tar s�a�� ��p�oy o�1y �uch ��per�n�end�n��, fa�e��nr a�d wo�krn�n ��o a�� �are�vl, a�mg���at� a�d €uily qual����d �o pe��o�m the d��fes or t�s�s �ss��ned to �hem, a�d th� �n��n�e� rna� �em��d and ��c�re th� a�mm�r� ���rnissa� a� any pers�n or �er�o�s e�ploy�d �� �h� �ar��r�,��or in or ab�ut o�t ar� �he wo�i€ who, in the �p�.�iot� o� the O�rn�ex�, ��al� rnis��r�du�t t�ims��� or be �o�nd to E�e ir��o�pet�nt� t�i�r���ect�u�, ia�em��r�t�, df�hones�� or � k �7�-7 (�� o�h�rwis� �bject�o�a��e or �eg�����ul �n the proper pe��orm�nce of hi� or �ha�z �uties, or ��o neg����s or xe�uses to �omply w�th or aasr� aut t�� ����ction� o� the O�n��. a�d s�c� per�on o� persons shal� no� �e employ�� aga�n ��a��o� wx�hout w�xt��� con�e�t of t�e E�g�n�er. A�1 �o�km�� shaZ� �ave s�ffici�n� ski��r ���lt��# ��� ������e��� �o pro�er�y p��farm the ���k ass�gne� to ���rn and o�e��t��sny ��uip��nt n�e����r� �� propex�� carr� o�� �he �����rman�e o� ��� a�s��ri�d �ut�es. �h� �a�tr��tor �ha�l fu�n��� a�d rnairi�ain on th� work a�� suc� ��ui�ment a� i� c�ns��ered to �� ne���sary �ar p�ose�u�ia� o� th� �or� in �n ac��ptab�� �ann�r ��d st a�at��fao�or� �at� af pra�r���. A1� equ�pm��t, �oo�s, ��� m�chi�er� used fo� ria�dling ���erial� an� ����u�i�g a�� �a�t of th� wor� shakl �e sr�bject �o tY�� appr��al o� �he E�gin�er ar�d �ha�.�. �e rnafntain�d i,n a��tfafac�o�e�r �af� and e�fici�r�t w�rl�ing �ar�d��ion. �qex�pmers�. on any �o���.on �f th� w�rl� �hall �� �uch tY�at no in��x��r �o �he workrt +�v��cicm�r� o� adj���nt �roper�� wi1L �esu7.�. �ro�n i.t� use, �7�7.6 wO��c SC�EDULE: ��apse8 +�ort��.,n� day�� �ha�l be compu��d at�r�i.ng w��ix ti�e ��ae�� day o� worS� com�l���d as ���ir�ed i.r� ��-1.�� "F���tI�It�� DI�Y" o�c t�e da�e e�.��ulat�d �r� the "G�OIt�C O�tl��it" fcr beg�nr,i�ag �ork, wk�ich�v�r �om�s �irst. i�o�h�ng �.ri �hes� �ont�act D�oc�m�n�� sha�I be �o���ru�d as prohib�.��.nc� �h� Contractor �rom was��ng o� �ai�ur�a�r, 3un�a� or L�g�� Ho� �day� � grorr�d��g t�at the folla+w�r�g �e�u#.��et��s ar� �n� t t a. A�regu��t ta �a�k an a �apeci.�i.c �ega�� Holi�ay rn�st be mac�e to ��� thart ��e proc�edfng �hu�e�da�►. Satur�ay� S�r►day or �ngxne�r r,o �at�� b. A�y wo�ck to be dona on �he �ra jec� or� guch a ege�i� ic 6aturday, Sur��ay or L�g�� Ho�f da� �t�st be M in t�� opi.ntor� of t�,e Eng�r�eer, e��s�r�tia� �o th� ��rn�l� ��m���t�o�a af the g�co���t. �ha Er�gin��r'� dec�s�o� shal� k�e �ir�al it� ac�$por�se t� �ucri a �reque�t �or a�s�rova� to w�r}c or� a s�ec�fi� �aturc�ay, Sunda� ar L�ga� f���fday, and no ��ctra co�per��a��on si�al� �ae a�l,owed to ti�e �ontractar �or ar,� wo�ck �erform�d on ��tch a�pe�if f� 5atur��►,y, �unda� ar L�g�l �o�iday. c�Yeztdar �a�`s shall be de��n�d f�► �l-1.�4 ar�d �he �ontra�tor m�y wo�ek as he �v d�s�.��s. C7--7 � 3 } ���7.� ��ME OF �QMM��CEME�T A�� ���P�ET���: Th� Contr���o� ����� comm�n�e the wor�ing o��ra�io�� �i��f� �h� time �p�ci�ie� �n t�� �o��r�ct Dacnm���� ��d �et �ort� in the W�rk �rde�. F�f�u�e �o do so shall b� cons�d�r�d �� �he O�ner a� ���n�onrnent o� �h� Con�ra�� by th� �ontract�r and the Ow��� ��y proceed as h� �e�s �i�. The �oM�ra�to� sh�ll �ai��axn a���� o� p�og�ees su�h as wil� ��sur� t��at the w�ale work wi31 �� p�r�orm�� and t�� ���rn�ses �X���e� u� in accordan�� �i�h �he �ontrac� �oc���n�s �ri� with�n �h� t��e establishe� �n �u�h ���urne�t� �n� su�� e��e��ion of �i�� a� may �� p�aperly au�horf��d by the O���r. �7-7.8 E������Q� 0� T;�� ��MP�ET��N: Tbe ��nt�a�tor�s r�q��st �or �� ���e�sio� o� time of �ornp����o� ��a11 be c�nsid���d o�l� �h�n the r�qu�st for �u�h e��en�io� �s �u���tted i� writing �a �h� �t��i.n��� +�.��h3.� seven days from �r�d ����� ti�e ��,rn� �l�l�qecl aa�ase a� delay sh�ll h��re c���urre�. �hould �n ex�enaiar� of ��e �i�� of completian Y�e r�t�x��s�ed �u�lx �req��s� vrill �� ���warde� t� t�ie �it� �ouz���,1 �or approv�l . �n �d justin� t�ie �ontra�t ��r�� for �omp�,e��o�x of wo�k, con��d�ra�fan wi�l �e �iv�n to ���o������Y� aa�s�s b�y o�c� ��xe corttrol o€ �tnd w��hou� ��� €ault or n�gl�ger►�e �� th� �. �on��r�c�o�, ir�cY�xdin� 1au� �i�i��r� ta �c�� of th� pu�],ic ener��, a�ts of the Own�r� �i.re� flood� tornadoes, epi.de�ic�, qua�antir�e r���ric��ons, ����Jce�, �r��gh� e�barc�oes, or dela�s o� sub-cont�ract��rs du� �a ���h cause�. 4�?hen th� c�ate o� �ompl���on �.s ba�ed ori a caler�d�r d�� b�d, � requ�s� for ex�ension o� �irne �e�auae o� fncl���r�t vreath�r wi.Yl nat be conside�e�. A r�qu��t �o� ext�r�sios� �� ��me du� to i.r�a�ili�� �� o��a�in aupp��e� an� mat�rfals �ai�,l, b� cor��ider�� on�y +G,rY�en � r�view of the �on�ra�to�'s pur�haae �rde� d���� an�3 o�her pe�r�ir��nt �a#.a as r�qu���ed b� �h� �ng�r��er indi�at�� �ha� the Contr�etp� h�,� mad� a bonaff�� at�emgt ta s�cur� de��ve�� �n sch�dul�. �?�is sk�a�Y xna���e �ffor�s �o ab�a.�r� th� $uppl.i�� ar�� rnat�r�als from al�.��r�at� �ourc�s ��n case �he firs� ��u�ca cannot r�a�se c���f�rery. �f �sa�isfa�tory ����u�ior� ar�� camg��tio� o£ ��� co���act sY�ould r�gu�.�'e w�rlt and m�,����,�t�.s i� g�ea���e arnnunt� �x q�zantft�e� than thoe� set �or�h �n �h� appzoved �on�ra�� �o�umert��� �Y,en th� �ot�tra�� ti�� may �� �r�c�ceased by chang� ��der. �7,7.9 D�L.AYS: Th� �o�trac��r sl��ll ��ce�v� r�o �om�ensat�.on �or dela�rs ar h�ndr�r�c�� �o �hs warl€, exc�pt wh�r� d%re�� az►d ur�a�r��da��� �xtra �o�t �o the �oz���ract�r is �aus�� by the fai�.ure of t�� ��ty �o provid� �r��o�m$��ot� �r rna�eria�, if �7-7 �Q] any, �h�c� is to he �ur�iahed b� th� �i��. When s��h �x�ra ��mp�nsa���n f� c�a��e8 a w�itt�� s�at�m�nt ��e�ea� s�a11 b� �r�se�t�d by the �o������or to �h� E�g���e� an� �� by hfm �ound ��rrect shal� �e ap�rov�d �nd re�er�e� by h�� �o the �o���i� for �i�a� approval or disappro�al; a�d ��e ac�f�� ����eon �� the �oun�il �hall b� �i�a� and �i�di��, �� ��1a� �� �a�s�d �� s���ific ��de�s qiven b� ��e ��g��e�rs �o s�op workr �� b� �he perfo�man�e of ex�ra wark, or b� th� ���Xure �� �he ���y �o prov�d� �aterial �x ���e�s�r� i�����ctio�a for �ar�����.on �he �ork, th�n ���� dela� w��� �n����e �he �o� ��actor to a� �quiva��nt ���e�s�v� of ����r his app���ati�n fo� wriich shaYl, �awever, be �ubje�t �o the a�pro�a� o� ��e Cit� �oun���� and no �uch ��te�sf�n o� ti�e sha�I �e�e��� th� Co�trac�or or the surety �� h�a �er�a����ce bo�d f�om s�� �i� obl�ga��ons h�reu�d�r w�ich sha�l ��mai� in �u11 #�r�� untiL th� dis�har�e a� ��� �o�tract. C7-7.�� ���E OF ��MP���Ib�: T�e t�me �� �ompletfon i� sn �ssential �le��n� �f the co���ac�. Eac� b��d�r shall i��ica�� �n �h� apg�o�riate p�a�e an �h� �a�� ���� e� the �ro�oe�l �he num�e� o� �ork��g da�s o� ca�endar da�s tha� h� ���i r�qu��� to f�l�� comg�e�� th�� �o�trac� �� ��e tfm� a� �om�l�tiori �il� be spec��i�d �� t�e Ci�� i� ��� �ropoaa� �e�t�on of the c����ac� �o���e���. �ha n����r of da�� �nd�ca��d �hatl �� a realt��i� estfm�t� o� t�� t��� �equir�� to comple�� the work covere� b� th� apeci��� c���za�� �e�n� ��d up�n, T�� amount o� t�r� so �t�ted b� t�e s��ce$���1 bidde� or �h� C�ty �i11 ��com� ��e time vf comp�e�ion spect��ed in the Co��raot �o�ume�ts. F�r ��ch ��i��dar �a� �hat �n� �ork �ha�� �emaf� u��amp�ete� aft�r th� �im� sp�ci��ed �� �he Co��z��t no�urna�t�, or th� x�area��d tirn� �r��ted by t�e �wn�r, or as �u�amat�cal�� iricx�ased b� �dd�t�ona� w�r� v� ma��riaLs orde�ed �f�er.��e �ontrac� i� signed� �he �um per day giv�n i� �he �oYlow�ng scheduXe� unle�� a�he�wi�e spe������ in ot�e� par�� o� �he �an��aat Doaum�n��t wi11 be �ed��ted ���m rnon��s du� th� �a�t�ac�art �o� as a g��a�ty, ��t a� l��ufda�ed damages �u����e� by �he �wner. AMOUNT �F CD��RAC2 Le�� �han $ 5,��0 � 5,�q01 to $ �5,��U � J.� f V L11 �� � L � � � �� $ �5,�01 to $ 5�,04Q $ 5��00�. ta $ 10�,�00 $ �00,��1 to $ 50��4�0 C'� �- 7 ( � � i�clu��ve $ �n�lu�ive $ f�cluai�e $ �ri�1��f�� � in�].u�f�r� $ �,nc�usi�re � 35.Q0 45.�4 63.00 ���.o� �54.0� �1Q,�� $ 504�Q�1 �o $1��0��O�q in��usfve $ 3Z5��� $�,����OD1 �o $���0�,004 iri��u�i�e � 4��.00 $����0,��� �n� ov�� $ 630.OU Th� partiee �e���o �������and and a���� �h�t ��� ha�� to �he ���� c�use� by th� �o��r��to�`s d�1ay in com��e�i�� th� work hereunder in ��� t��� specified �� t�e �a��rac� �o�urn�n�s �aul� be f�capa��� ar �e�� �f���a��t �� accura�� �aiimationf an8 t�a����� "Arnou�� �f Liquid�ted Da�age� Fer Da�", as se� nu� �b�v�, �� a r�asoflab�e �o�ecast of just �ornp�n��ti�n du� the �ity �or h��� c�us�d b� any �����. ��-7.�� �U�����IO� B� �O��T �R��R: T�� �o�t�actor �ha�l s�sp��d opera�iofl� o� su�h part or p�r�s o� the wo�k nrd��e� b� �n� co�r�� ��� �iY� �ot �� ��t��1e� to additi��al c�mpensatf�n �y v�rt�� o� �uch c�urt a��er. Ne�t�er ��11 he be X��bl� to �h� �i�� �n �he e�ant t�e wor� �a su�p�nd�� b� a �our� ��d�r. �ei�her wiLl t�e Own�� be l�able t� the Cvn�r�ctar by �i�t�e of a�� �o�rt Ord�r �r ���ion f�� w�i�� ��� Ou�n�� i� �at �ole�y respan�ibl�. C7-7.1� �E�P�RA�Y �US�E�SI��: �h� �waer sha�l �a�e �h� rfght ta �us��n� ���or� �pe�ativa w�o��� o� i� gart fo� such per�od or p�r�od� 4� tim� as he �a� d�e� �e��s�a�� du� �o unsuitab�� �eath�r co�dit3o�s o� ��� oth�r u�fa�arabl� condit�o�� whi�h in t�� �p��ion of t�� �w��� o� E�gfn��r �aus� �u��he� grasecution o� t�e wor� ta �e uns�t�s�act�ry o� ���rim����X �o the interest o� t�� ��o�ec�. ��ring �e�porar� susp�nsion of �o�� cover�d by ��fs �ant�act# �or ��y r�aeoa, �h� ��ri�� wf�� raake �o e�tra �ayrne�t for s�a�d-by ���e af �onst�uctia� eq�ip�ent �ndfor �ona���ct��� crew�. �� �� shoul� �e�ome n����sa�� t� �uspend �or� �o� a� i�de�inite p��iod, ��� �ont�act�� s�a�� sto�� a11 m���ria�s i� suc� manner triat t�e� wi11 nat o�atruct or i��ede the p���i� �nn�ce��a��l� n�� b�aom� darn�ged i� anp �a�, a�d he sh��� ta�� eve�� pr�aau�fon �o pre�ent damage or ��t�r�oratio� of �he �or� ��r�orm�d� he s�a�l p�ov�de su��ab�� ��a���ge about ��e wo�k. �n� e���t t��parar� st�u���rea w�exe �e��ssar�.- Sh�u�d the Ca�tr�cto� a�� be abl� to cornp���e � port�an �f ��e p�o�e�� du� to �aus�s �eyand �he con��o� af and ���hou� the �a�it o� ne����e�c� of �h� Co����cto� as ae� �ar�h �� ���agr�p� �7�7.8 ��TE�SI�� �F THE ��ME DF C�M�L�T�ON# �nd shou�� it be d�����i��d �� mutu�l con�e�t of ��� �o����cta� and the ���in�er t�at ��o�ution �o a�2�w ��n���u��io� to �roceed is no� avaflabl� wit�in a�easonab�� p�rfod vf �f��f the� ��� �ont�a�tor m�� b� �eimbu���d f or the cas� o� mov��g ��s eg�xpment o�f th� jo� �nd �et�rnin� �h� n���ssaxy e�uipm��� �� the ja� whe� �� i� determine� by t�e �n�in�er C7�7 I61 �h�t con�truct�on ma� b� r�surned. �u�h reirnbu�sern��t shal� �� �ase� o� a����� cos� �o the �o���a�t�r vf �ov��g t�� e�u�pm��� a�d na p��fit wfl� be �11o��d. �� �eimburs�m��� ��all b� ��low�� if ��� equi�ment is �oved �o ���ther construction �ro�e�t for the C�t� of �ort �a��h. �he �o��ra�to� shall �ot �us�e�d wor� wf��ou� ���tten �o�i�� �r�m �he����in��r and ��al� �ro�eed w��h �h� wa�k op�ratiana �romp�l� ���n notifie� �� �h� �ngi�e�r to �� r��ume ��eratio�s. C7-7.13 T��MZNAT��� �F CO�T���T D�� T� NAT��N�L �MERG��C�z �hene���, beca�se o� ����onal �mer�en�yrt so d��lare� �� �he �re��d�n� of trie Un���d S�ates or oth�r �awfu� authori��, it be�om�s �mpoas�b�� for t�� �o��ra�tor to obt��n a�l o� �h� �e��s�a�� lab�r, m�te��a��r and eq��pme�� �or �he prosecu��on of �h� wor� ��th reasan�ble �on��nuit� ��r a p�riod o� �wo mo�th�{ th� �ofl��a���r ehall wit��n �e�en �ay� notify ��� �it� iri writf�q. ��v�ng a d�tat�ed sta��rnen� of t�e ef�or�s w�ich have �e�� �a�e and listing ail �ecessar�-�te�� of 1aho�, m�t�r��l�f �nd ��uiprna�t ��� �bt�in�ble. Y�f ��ter inve�t�gs��on�, the ���er ����� t�at su�� cond��i��s ex�sting a�� �h�t ��� inab�l��� o� �h� �v�tractar �o pra�eed is �o � �ttz��uta��e in whal� or �� pa�t to t�e �au�� o� ne��ec� o� �ha �on�ra��, th�n i� ��e Ow��r �a�not ���e� �ea�o����e ��f o�� ��st�� �he �ontrac�oz �� p�ocur��g a�d makin� availa��a �h� ne��s�a�� labax, ma�e��al� an� �qu��m�n� w��hin �hirt� da�a, �he �on�ra� �a� ma� r�qu��t the O�r��r �o terrnin��e ��e co��ra�� a�� �lt� Ow�er ma� campl� �i�h �h� ��gu�st� and t�� �er�in�t�o� ��all �e �onditione� a�d ba��d upo� a f��aX ��tt�ement �utuall� ac�e�tab�e to ba�� �h� �wner a�d ihe Con�ractar and �inal pa�ment sha1� be ma�� in a�cor�a�c� wi�h t�e ter�s �� �h� a��e�d settle����f �h��h �h�ll i��lude, but �a� �� ki�f��� �o� �h� p��m��� for al� �o�k ex��u��d but no a�t��ipated pso�i�s ari �or� �h��� �a� �ot ��en pe�forrn��. ����.i� ��s�����o� o� �����o����� o� ��� wo�� ��� ���v����� o� CO�TRA��: �he �or�op'����ion� o� s�l o� a�y g�rti�n o� section o� t�� wo�� u�de� �ontra�� sha�1 �e �u�pe�de� ��nm�d�ate�y �n w�i��a� o�8er o� ��e �����ee� or �h� �o�tract ma� be dec�ared �an�ellad b� ��e Cf�� �oun�il fo� a�y �ood and suf������� �au��. �he follow�n�+ by wa� of exa�ple, but no� o� �imitatior�f rnay �e �or�sider�d �ra�nds �or suspens�on or �ance7, � a� � � r� : a. �`ailure of th� �on�ra�tar to co�men�� v�or}� o��rat�oris vaf�hin th� time epe�i.�i.�d ir� the wo�rk Ozder �ssued iay the Ownex. �7�7 �7} � �. d. e. �ub�tan�fa� �videt��� �ha� �r�gr�s� o� �h� w�rk op�rati�n� 1��r Contr�c��� f� �ns+�f�i�ient �o �om�I�te t�e work w�ith�n th� specif�e� tim�. Fail�ur� of the �on��actor �o protrid� an� ma�n�ain �uf f �� �en�� �abo� at�cl �qui��mer�t t� pro�e���r �x��ut�e th� workf r�c� ope rat f a�ts . �ubs��r����Y ��rfder��� �ha� the C��ttractor �a� a#�andonec� t�e �,*��ck. . ��tbs�a�r�t�ial evfdena� that �Y�� �on�x'���vr h�►� ��com� it�sol.t���� o�r b�n�.��g�, or otherwis� f inan��al��► un�ble t� �arr� �n the work ���i��actor�.l�r. f. �'ailu�� or� ��e par� ot ��� �or�k�actor to o�serv� �r�� �e�r�i�r�mer��� o� th� �ortt�cac� D�����ni�� o�r to compl� with ��ty o�d�rs �iv�n �i�► �he Engi�e�� o� o�vt�e� ��ovide� f�r in the�� �or�tra�t !}o�um�r�ts. �. F�t�.�xr� of the �oritractor �ar�m��].y �o rn�tk� gaod �tty �efect it� rn�t���,��.s o� +�orkmanship, or �n� c����ets o� ar��► nature th� c�rrec��,on o� wh�cY� has ���n ��r���e� ir� +�titing b� th� Enc�in��r or th� �]c�r�er. h. Sub��ar�tfal �v�der�ce o� oiE i���g��1�r pro�urinc� a �raud on ti�e City �n the �o�x���c�. �o�.l.us�on ���r th� pur�o�� �ontrac� or perpe�ra��n� co€�s���c�ion o� wo�lc �r�a�e� i. � $u1��t�ntial �ndic�ti.ari t�at the �a�x��ca���� haa rna�� a�t ur�at��Y�o��zed assignmen� o� ��e �on�r��t or an� ��x�da �ue ther�f�r�m for t�e i��ne��l� of an� �re�it�r o�r for any o�Y�e� �au�goa�. �+ 1� . �f the Cor��rac�o�r a�haxl. fo� a,ny �aus� wha���ev�� r�ot �arr�r on t�te work�ng op�ration ir� at� a����table m��tr��r. I� �h� ��ntraato�r c�m��r��es ��gal ����.or� �c��inat �.he Oa�ner. �i cop� �f t�� sus�en�ion or��r or ac�io� o� ��� �ity Co�rtci� a�t�].1 b� se�vet� on tk�� �or�t��cto� i a �ur��� es . �he�t �+ork i� sue��nded �or �ny causa or cauaes, or w�iea the con��eac� �� ��.r,c�l��rlf �h� �ent�a����' ��a33 d�scor�t�inu� th� work o� su�Y� p��t tt�ereo� a� t�� 4wn�r �k�a�.]. d���gna�e, wher��apofl t�e �u�reties m��, at th�i.�r ���ion, a��urn� th� �or�tra�t �r t�a� por�x�� ther�o� wh��h the �wner h�,s o�d���d th� �ont�act��r to dx�can�inu�t �nd sn�� p�r�o�m ti�� sa�e �r �a�rt w�ith t�� �t��t�er� G7-� ��1 �ons��t o� �h� 0����{ aubL�� the w�rk or tha� �o���an �� ��e ��r� �s tak�n o�er, ��o�id�� howeuer, �h�t ��� �����i�s �h�l 1 �xex�ise �hei� o���on, if a� ���, �i��i� t�� ��e�s a��er �he writt�n no�i�e �o disc�fltinue �h� wo�k ha� �e�n s�rv�� upo� the �o��ra��o� and �p�n �h� ��re�iea o� �h��r �u�ho�ix�� ag���s. �h� Sure�i��, xn su�h eve�� sha11 a�surne ��e �o�tra��or's �3a�e in ��� re�pe�ts� and shall �e psid �y �he Own�� for all wo�� p�rform�� b� th�rn �n acc��dan�e with ��� ���m� �f t�� �on�raa� Docum����. ��1 rnoni�� re�►aini�g ��e �h� �on��a�tor a� t�� �i�� of th�s d��au�� ��a11 ��ereu�on beco�e d�� a�� paya�le �o the �u��ti�s as th� wor� prog��ss��, �u�ja�� �o a�l o� the �erms o� t�� �ontract �oa�m�n�s. �� caae th� sureties do ��trt �i���n the h�rei��bov� specifi�d t���, exerci�� t��ir right a�d o��fon �o �s��rn� the cont��ct re��on��b�l�t�e�t ar t�a� po�t�an �h���af �hicri ��e Qw�e� h�� ord��a� by t�� C��tractar to d���ant���e, the� �he �wner sha1L �a�� th� powex ta c��p1���� b� c�ntrac� o� ntherwiset as �� m�y �e�e�rnfn�, th� work he��i� d���rib�� o� ��ch �art �he��o� as i� �a� daern nec�asar�, a�d �ha �on�ra�tor �exa�o agr�e� ��at ��� ��ner shal� �av� t�� r�gh� �o �a�� po�s�sa��n af �n � us� aay ma�er�a��f p��n�a, too��r equ�pme�t� �ugp�ies� ��d prope�ty �f a�� k��d pro�ide� by �he �o���a��or for the pur�a�e o� carr�ing o� the war� aad �o p�o��r� oth�� �o�isf �q�ip�e��� �h,El�$ii�Y6� l��or and pro�ert� �or the �omple�ion �f �he �o�k, ar►d t� �harge �o �he ac�a�r�� o� the �o�it�cactar of sai� con��a�� �xp�n�e ���c la�or, sn��.er����, too],�f eq�aipm�n�, and �11 exp�ns�� ��tc�.d��ta� theret�. '�he ��cpen�e so c�xarge� �ha�1 �� deduc��d by �he Owner �ror� such rnc�r�ies as �a�► be du� ar ma� ���orn� due at any t3�me th�r�a€�er to th� �or��ractor �tr��er anr� T�y vir�ue of t�� �or���€a�t �r an�t gaa�t ��er�a�. �he O�rr��x� sha�� r�o� be required �o o��ain tkte lawest b�d for the +wor�c aom�letfng �h� corttrac�, but tt�� e�pe�t�e �o be dedu��ed sha�� be �he a�tual ���t o� ��� a�vner o� such wa�k. in �as� such exgenses sY�a7.� exc�e� the atno�x�►� which w��ld �a�re b��n paya��.a un�er �Y�� �on��ract i� �he �ame t�a� beer, co�►�Ie�ed by t1�� �ont��ac�ox�, tt�er► th� �on�ra��o�r ar�� �ia ��re�t�� sha�.� pa� ��� �rnount of such ex��ss to �h� C�ty or� n�t�c� ��cxm tk�e bwr��ac o� tY�e esc�ase dx��, i�h�r� any �articu�a� par� a� �he vrork �� b��ng carri�c� on b� the O��x��c b� �ar�trac�. o� o�herw�s� unde� �h� provision� �f th�a a�ction� the �ont�r�c�ar sha11 co�t�r�u� t�e remaind�r o� �1te wark in cot��orm��y wit� the terrns a� �rie �ontrac� Docu��nts a�d ir� su�� a rnanr��r as to �o� ��,r���r oa� �n�er��re v��.�h perfar�r�n�� o� t�� wark �y t�,e �wrr��r. �7-7.�� �UI,FILLI����` �F ��NTY�AC�': �'he �oritra�� +rri.11 �e cor�����red aa ha�ing b�en fu���.�lec�, �ave as pro�►ided �n an� bo�nd �r bar��� ar b� Yaw, �h�n aiZ �ha work ar�r� alx se�tfan� �� pa�ta of the p�oject c�ver�� b� �h� �o�tra�� Do�um�n�s have �7-7 (9) �e�n fi������ and corn���ted# �he fi�a� �nsp��tian made by �he Eng�ne�rf a�d th� fina� �����ta��e and fi��� �aym��� ma�� b� t�e 4w���. �7-7.16 T��MINA��ON F0� �ONV�����C� �� �HE Q�]�R: A. ���I�E Q� TE�MINA��O�: T�e p��for�a��� o� th� work . �n��r thi� contr��� rn�y �� �ermin���� �� �he ���er in w�o�e, o� fro� �ime �� �i�� in p�r�� in acc�rdan�� with t��s a��t�oa, w�en�ver t�e ����r �ha�� deter�i�e �ha� �u�h �ermina�ion i� in th� b�s� �ntere�t of t�e Dw�er, A�y �uc� tarrnina�fan ���]� be ef��cte� �� �a�li�� a no�i�� o£ t���ination �� �h� �on��aatar �p�cf�yin� ��� �xt��� to ���ch perfarrna��� af work ��d�� t�e aont�ac� �s �erm�n�ted�, a�d �h� date upa� wh��� an�h ter�ina��o� �����e� e��e��fve. �ec��gt a£ �he notf�� �ha�� be deemed �on����ive�y p����med a�� e��ab�i��ed �he� ��� l��tex is glaoed in the Unit�d 5�a�es Ma�� by ��e ��n��. Fu��he�, it ��a�l �� �ee��� �o�cl���v�l� presurn�d a�d es��b�i�hed th�t �uch t�rm��atton �� rna�� with just cause �� �herei� sta��d; ��d na proof i� ��� claim� dernan� o� �uit s�all be rac�a�x�d �af the �wner re�ar��rig au�h t��.�c��tionar� ����on. H. COt��RA�TOR AC'����]: A�t�r r��ei��. �f a no��c� a� t�rmir�ati.�n, an� e�c���� a�� at�e�cw��a a�i�e���ed b� tl�e Tnginee� � �h� �ont�'a�t�r shx�].1: 1, ��op �ro�cic under t�x� cor��.�eact on �he da�� ar►d �o �3t� exter�� spe�if ied �,�x t�� r�o�i.ce of terr�ir�a���n; 2. p�a�e r�o fur�t�e� ax���rs o� �ubcontr��t� for rn�,��r�a�1�, �e��ri��� or fa�i3.i�ie� excep� as rnay �� h�ces�a�ry �nr �ox��letion o� such �o�rt�on a� the worlc ur�der t�e ��n��a�� �s is no� t��r���na���r 3. ter�ninate al]. orders �n8 �ub�o�t�ra�t� t� ti�e e����� �hat t�e�r �e�.�.�� to the per�otmance �� wo�k �er�i�na�e� b�r the r�a��ice o� term�,r�at�on; 4. �ransfer tit7.e �o �.he ��tr�er and deli�xe�c �r� �.h� r��nr�er+ at �he �i.mee � �nd �o �h� ex�er��, �.f any� ��r��tes� b� �he �nc���x��rt C7-7 (1�� �. S. b. the £abric��e3 or unFabric��ed parts, WOr� iri ��O��S�f Gomple�B� wO�kf sup�lies a�d ather mat�rf�1 p�o�uced as a part �f � o� acguired 3.� cortr►e���.on �vith ��e p��c�ax��ance o�, tk�� w�rk termi.nat�d by t�xa no���e of ��]CS��I�dtiDn; �nd th� c�mpl,eted� �r pa�t�a�Y� completed pLar��� drara�r�g�, �r��orrna�for� and o�h�r prape�c�y� wh��h� if �he aontrac� had �e�n �c�rn�Xeted � wou�� ktav�� �een req+�ire� to �e fu�rr,ish�� �o �he Dwn�r. comple�� ��r�ormar�ce o� �u�h pa�t of t�h� w'a�l� as sha�� no� k�av� ���r� t�erm�r�atea� !oy �k�e �,o��.�� of ���minat��.�r�� a�nc� �. tak,e �uch ��t�on as ma� �e r���es�ar�, a� as t�� �ng�.ne�r r�x�y di,�ect� foz �he p�ro���tion ar�d �r�s���ra�ior� o� �.Y,e proper�y� reXatec� to �t� �antra�t which f.s �� the gosse�s�ar� o� t�,� �or��aea�tor an3 i,r� whf�h tt�e Own�r h�as oar �ta� a�q�i,�e the res�. At a���t� not �ate�r �han �� da�a a���r ��e �er�inati�n da�e ��a���f ied xr� �1�e no�i�� af te�rninatior�, the Co��ra��ox �►ay submi� �o �he �r�gir,�er a lis�� c�rtified as t� qt�antit� and gtxali��, a� a�� or a11 �tem� of termir�atiar� �r�vet�tor�► not previousl�` rl�s�os�d o�x ex��usiv� of �t��s �he diapa�itfon o� wh�ch has �e�� c���eate� or au��ar��e� �� the En�ineer. t�o� I����c �han 1� days �.h�r�a�terr the �vrnea� �k�a�Y �cae�� �i�].e ta �uc�, iten�� provi�ed+ tha� the l�a� ��b���.tec� �ha�l be �u��e�t to �r��e�.�i�a�iot� l�y �he �ng�r�eer �pon remov�l a� �h� i tams or # i f �he it�m� a�re s tvr ��, w�.��in 45 da�s f�c�m th� �a�� af su�mi�s�o� of the �i��� az��l �r��► nece�sar� adjustments to �urr��� the �i�t a� �ubmi��e�, sh��l be ma�e �rio�r �o �ina� �e��3em�nt. �. TEf�MZ�A'�rOI� �LA�Mr V�#.th�n 6�} d��� �fte� �oti�� O� t�ae�r;nation, t�,� ���nt�ac�or �1ta11 subm�t h�.s term�r�ation clairn �a �i�e Engi�neez in �,k�e farm and wi�h the �ert�fi�at��r� �re�cri,bed by �he �ngi�e�r. Un].�s� vr�e or mo�e ex�en$ior�� ir� writfng ar� c�ra�ted b� the �wner upor► r�quest o� th� ��ntr�.c�ox, �made ifl +�ri�inc� w�th�n �ucY� 60-�a�► period o� at��hor�.�e� ex�er�e�,or� there�f r an� ar�d a�li su�h c�.afms sha�.�. be co��]�t�siv��� de�m�� +�a�ved. �7�7 [ Ll. } � D. A�fOUNT�: �u�j�c� �o ��� p�ovisions of I�em �7;7.�6��1� t�e Cantrac�or and �wner may aq��� upon �h� who7,e or a�y �ar� a� �he �r�oun#� o� amo�r��s to be paid �o �.�� C�nt�rac�a�r by rea�an a� ��xe to�al or �a�ti�l terminati�rt of wo�k �ursuant h���tox p�avxc�e�f tt�a� su�h ac��e�d ��nount �r amou�nts s�aYY Re�t�r ��tc�ed the �otal corttra�t �Sr�c� �s r��uc�d b�r - th� amotx�nt of �r�y�atent� �tl�e�w���e made azrd �s fur��3e� r�du�ec� �y �ite c�n��act ��rf�e c�� work �,ot termin�t�d. Th� car�tra�� ����� be am��d�d a�co�'dingl�, �nd the Ca��x'acta� st���.� 3�e p��d �.l�e agr�e3 �mou�tt. No amoun� sha�,� b� c�ue �or lost or a�3�t1c ip�ted prof ��� . �oth�.ng �n �7-7.1� �� 1 1��r���#.er, p�e�crxbing �.F�e am�unt to b� �a�c� to �h� �or�t�actor in �he ev�r►t of ���1��� of i�he �ot�����to� b�► t'�ason of �h� t��`mina�ion of �rorl� pursuant ta �hi� ��ctior�{ shal� b� daern�d to l�mit, �e����ct or o�t��rwis� d������r�� or a�f��� �h� arno�n� or arn�ur��s whicY� r�ay be a����d upon �o be �aid �a th� Contrac��r pursuant to �hi,s �a�rag�aph. E. �'A�LURE T� A6R�E; �n ��e eve�t o� ��e fa�lure o� ti�� Cont�a��o� ar�d ti�e O�rne�e t�o agree �s provide� f n C7�-7 .].& ��) u.pon th� who�� �rnp�tn� �o b� paid to ��e �or�tractor b� ���son o� �he t�rmfaat�or� of wor�k �ursuar�� �o this s�tior� �t�e �o�near s�a�� detarmi�ne, o�t �h� basis of i���rrn��f�n ava��able �� �t� the a�aoun�, i� ar,yf ��se to the �ar�tractor �ay �ea�or� o� th� t�rmina�iot� �nd s�a�Y pa� to th� �on��actor �h� �mount� d�t�rmined. �o amoun� �l�all b� due �or �ost or an���i�ps��d px�ofit�. 1�. DEDL��fi�O��: �n arr��tir�g �t tl�� amo�n� �u� �he caritrac��r ur�d�r thfs se�tior�r the�'e sha].� be deduc��d � a} a�.� u�tliqt�ida ted �d�rar�ce o� o�her ���rra�rit� on a�c�unt �h�zeto��re made to �rie �ont���tor f�p����ah�� to tt�e ��r�tina�ec� portf on �� �h�s cantract� �b1 ar��► c���.m wl�i�k� �he Owr�+�� ma� i�av�e agair�st� ti�e �ontra�tor �� conn�ctfor� wittn ��i� cor����ct; �n�� (c} the �greed price for{ o� the proce�c�� [�f �a1� �f, ar,y r�atesi���{ ��gp�t�s or ��h�r �t�f n�� �€�pt by �he �ontracto� t�x� �o�d, �ureu�n� to th� ��o�t�af ane of ���� ���r�s�, a�td r��� at��rwi�e ze�ov�r� b� or cr�d��ed �� th� Uwn�r. �, A�JU3T�S�i�i' : I� th� ��armin�t�,oz� iter��nc��r be �ar���tl, pr�or to �he s�tt��rnent of the t�rm�n�,�ed poar�ion o� this co�tra��� t,he �o�tracto�r ma� �t}.e wit� the �ng�.ne��c a re�u�st in �rft�r�� fox� ar� C7�-7 L3�} ��ui���l� ad�ustm�nt o� ��� pri�e or pri��s s���if�e� i� the ��n�ra�t r�lat�ng ta �he ��nt�nu�d p���ion of ��� �ontract {the portion not t�rminate� �� t�e noti�e o� t�����atio�l, �u�h eq�itable a��ustrnent as ma� b2 ag���d upon �ha�l be ��d� �n ���h p�i�� �r �r����� na��fn� �ontai�ed he�ein+ howe�erx ahali �i��� t�e �i�h� of the Ow��� and the Co��ractar to agr�� �pon the amo�nt ax a�oun�s to be pa�� ta ��� �ontr��tor far �h� co���e�ivn of th� contin��d p�rt�o� af t�e �ontr�a� wh�n sai� �on���c� do�� no� co�t�i� a� astab�i��e� cont�ac� p�i�e �or su�h co�tinued port�vn. H. �0 L��TTAT��� �F RI����: �othf�g co�t���ed i� th�� ��ct�on s�all �irnit ar a►l�e� th� rig���� whf�� th� 4w�er ma� ha�re for t�rm�.n��i.on o� thia �antract u�d�r C7-7.Y4 he�e�� er�ti���d "��s�ensfon a� Ab�ndor�zner�t of �he work and �en�im�n� of �or��rac�.,� ox an� other �ei.q�t whi�h �wrner rna�► have �or �efa�l� � or br�a�1� o� c�ntract by' �o���s��tor. �7�-7.17 �A�'E'�Y ME�HQbS �i�]� �RI�CTI�E�: �he �on��e�,ct�r sinall. b� resporisibl�� �a� �r��tiatit�g� r�ai.r��a�ir�ing, and �upervisi.ng a11 �af�ty� g�e�a�x��or�� a�� pr�gram� ifl cor�r,ec�.�o�x witin t�e �r�rk a� a�.� ti,me� an�l ��a�z as�ume ��1 reaponsibi.li�ies ��r thef r en�o�ceme�x�. TY�� �ont�ac��� shall camp�y witS� ��$er�Y� �ta.��, and lo��� ��w�, o�€d��nances f and �ec�ul�tio�s �o a� ta �rotea� �er�or� afl� �ro�e�c�� fr�� �iz��uae�, in�l,uding �3ea�h, �� �amag� in �onna�t�on wf�Y� �h� work. C��-7 � k3 } PART � - G�NERAL ��N���YO�S C$+B M�A���E���� A�D F���E�T �E�mZ�� C��� �EASUR�M�Nfi A�D �A�M��T �8-�.1 ME�SU�E���� �� Q�A�T�TI�S� �he d���rrni�a�io� of quan����e� af wor� ger��rm�� �y th� �o�t�ac�ar ari� au��o�f�e8 �y �he �o���act Do��m�nts a��e�tab�y c�mp�eted under �h� ��rrns of t�� �ontrac� Docum�nta shall b� mad� �y trie ��gf��e�� �a��d on mea��remonts rn��e b� �he �ng�n���. ����e �e�surern�nt� w��l be ma�e ac�or8in� to �he Uni��d State� ��andasd �aas�re�e��� used �� commo� p�a�t�cef and wi�� be �he ac�ual ��ngt�� �rea� so�fd �o�te�t�, �umb�rs, and �eigh�s �f the �at�r�als a�� ���ms irts�all�d. �8�8,� UN�T ��I�ESt �h�a in th� Pro�os�� �"���� Prtce" is set �or�h, th� said ri��it ��ice" shal� i��lu�� the f�r nish�ng by th� �ontracta� a� all �abor, tools, ma�eria�s, rna�h�n�r�. ��u��ment, �ppl�an�es a�d a�p�r���sn�es n�c�ssa�� fo� th� co�stru�tion o� a�8 �h� �ample��on �n a rn�nn�r accep��b�� to the ���iaeer o� al� work �� �e don� ��dar the�� ��ntra�t �o�urnen�s. The "�n�� �r��ep �ha�l iric�ude a1Y pe�m�n��t �n� ��mporar� prot����o� o� av�r��adt su�f a�e, a�� und�rgrou�d s��u�turee, ����nup, ��n�sh�d, �ve��e�d expeflse� ba�d, �n��ra�c�, pa�ent fee�t roya�tt�s� �is� due �a the �Y�meri�a a�d ot�e� cau���, �ela�s, ��o�it�� in��r�es, damage� cl��m�, �a�es� and aYl o�her itema riot spe�ifica��y �an�i���� that r�a� be r�q�i��� to �u11� cor��t�ruc�. each i��� o� the v�o�ck �o�np�e�e in pla�� az�d i,n a satis�a���ry car►�i�t�or� ���c op�ra�i�n. �C8 -8 . 3 ���P SL��: �h�n irx the ��ro�o�a� a "Lurnp �um" �.s se� 'ort�, the sa�d "�ump �um" ,shak�. ar��re�ent �he �o�a� �o�� for �he �or�tr�.�to�e to fu�r�i�h al ��,abor � tovY� , rnat��c�a�s r mach�neryf equtprne��, appu�ter�an�es, ar�d all sub�idary �r�rk r►��.esaaacy ��r the �or�s��cu��ian ari� �omg��t�ior� o� al], tl�e work to prov�ide a comple�e a�d functior��1 ��em a� c�e�ai�ed ir, th� S��cia� Co�tract Do�ur�a��� �ndJor P�az�s. � B- �. 4 S�OPE [��' F�►�c�f���"; �'Y�e �o�xt�s��o� st�a�� reaeive and a�cce�t #.he co���ris�t�.an, as hereir� grovi�ed� f� �u�7. pay�er�� �o�r �x��cnish��g ��1 �ak�o�c. �oola, rn�t�ri�ls, ar�d incider�tals �aac perforarinc� �►11 w�rl� �or����nplate� �n� embraced �nrler tt�ese �ontra�t Documertts, ���c al� lt��s and �ar�as�� a�f��,ng out of the na�uar� af �he v�o�k or frorn �h� sct�.��► o� �h� elern�nt�, �o�r �r�y unfor�seen d�ie�ts or o�st�t�cti,or�s �ah�ch ma� ar��e o�r �e ericour���red durfng the pr��e�u��o� o� t�� worl� a� a�y tix�e C8�8 ��) ���or� its �x�al acce��ance b� ��e O�ner� ������t �s prav�d�� i� �ara�rap� �5-5.14} �or all ri��s a� ��at�v�r �escriptf�n co��ec�ed wi�h the pro����tio� of ��e work. �o� �1� �xp�n�� in��rred by or �� cans�que��� a� s�ap �nsi�� �r d�sc�n�i��a�c� o� su�� pr�secutio� �f th� �orkf�� o�e�at�oris �s h�rern �pecffi��� o� a�� �n� ��1 �n�ringern�n�� of pate�ts, �xa���arksx capyrigh�s, or ot�er �egal ����rvat�ons, and for �o�p�e�eing ��� ���k in a� ���e��able rna� ner ����rding t� t�e terrns of-the �on��ac� �vc�m��ta, The pa�m�nt of an� c����n� o� ���k�al �atimate �rior to f���� ��ce���n�� �� �he work �y �h� Qwner sh��� �n no wa� con��itut� a� �ckn����d��en� a� t�e a�cepta�ce �f ��e wo�kf ma���ia�s� or e���gmentr �or f� �n� ��y pz��ud�ce �r affect ��� obYig��ion� o� ��� ��ntrac��r to re�air, �orre��� xenew, �r r�plac� �t hi& own and prope� e�p�nse a�� ��Eec�s ar irn�����c�io�� �n th� co����u�t�on or i� the �tren��h o� �uality of ��� ��teri�� �sed o� �quip��nt o� �ach�n��y �u��ish�� in or ab�ut th� oo����u����n of �he ��rk under �vn�raa� and �t� �p�urt�n���e�, or any d�rnage due �r �t�rib�t�d �o �uch defe�ts, w�i�h d�f�ats, fm�e�fe���o�, or damage s�a�� hav� b��n d�a�ove�ed on o� b��o�� �he �in�� ��spectio� and ��ceptance of �o�k ax duri�g the a�� ��a� �u�ra��� �eriod �fte� fin�� accep�a�c�. The Owner shal� be ��e eo�e j�dg� of s��� �e���tsf f��erf�c�ion�� or dama��� an8 t�� �ant�ac�or �ha�l he �ia��� to �ly� ��rr,�r for �si�u�� �o correct th� sa�e ae ��rovfd�� l��r��r� . �B-8.� 1�ARTIA� E��IMATE� A�+]D fi�TAI�IA�E: H�tw�er� th� 1�� �r�d 5t1� d�,� of ���% r�ont�t� t4x� Cor�tra�to� eh��� �ubmi� to �he �r�gtaee�e a s�at�men� ��ovr�r�g an eatimat� �� ��e v�1u� o� tt�� war�C done du��,�+� �he px�v�o�s �ror�th, o� �stir���e p�rivd un��r �h� �o�ta���t Docum�z�ts. No� i�►te�r �k�ar� the 10th d�y o� �it� mon�h �he E�xg�.�eez' �hall verif� �u�h e�s��.m��e� and if �� is �oun� ta be a�ce������ �nd the va1t�� vf wo�c� �e�efor�ne� ��nce �h� �ast partial p��rnent wa$ m�de ��eceed� or�e hundr�c� �ol�ars ���Q�.00� i.n �mou�ntf 9�� of su�� ���#,�nated �un� w�ll �� paid �o �he �or�tra�to�e i� �he tota� ��ntrac� arnount �s l��c� triar� �4U��000, ar �5� o� �uch es���a�c�� �u�n wi�l �e p2�ic� �o ��e �ontra��or �f tf�� to��� co�trac� amoun� �� �4��,I��� or c�rea��� w�thfr� tw�n�y����x� {�5} da�� aft�r tt�e �egular e��i��t� perio�. '�he �f ty wi�]. h�v� �he o��i�n o� p�eepa� ��g e$ timat�� a� �arr�s ��r�,is�ed S�y ti�e Cfty. �'h� �artial ����mst� may in�].�xde ac�egt���.e nor�p���.sha��e mat��i�,ls d��ivered �o �he v�ark which axe t� be �nco�r�or���d int� t�� work� as a���rna�ent �a�rt t�e�ceoft but arh�ch at the the �#.me o� �he estimat� h�v�e r�ot k�een �t��t�alled. {suct� paym�r�� will b� s].�o►ti+ed o� a basi� of 8�� o� t�t� n�t �.tt�►oi�� v�lu� ther�of, }�h� �ot�t�a�to�r shall furn��h t�h� �ngin�er su�h I�n�or�ation �s� h� may rec�n��� to a�d �8-� i�i �im �s � g���� i� t�e v�rif �c���on ar �he p���ara�ion of ga�rtia� ��tirna��s. �t is und�rs�ood �h�►t �h� �artia] estimat� ��orn �no�th to mon�h �t�il� �e ap��enx�ma�.e only, and �].]. par�i.al �or�thl�► �s�irn�#.es at�d ��yrn�n� �+i.11. be s�bj�ct to car�'e��io�n �r� the e��i�a�� ��ndered fol�owittc� t�e d�s�over� �� a�x err�r 3.r� any �r�vfou� �stim�a�era.n8 �uch es���at� sk��ll r,o�, in an� respect, be t�k�� as a�r adm���iox� �f the Dwneac �� t�� arnount of wo�]c d�rre ar o� ��s qu�li.ty o� su��i�ier���, or as �r� scc��tan�e o� t�e �rork done or ��he �ce��a�se af �the �ar�trac�o�r �f ar�� of ��� r�spor�aibi�iti�s t�n�er t�ha �ontr�ct� i�o�urr�nt�s. Tl�� �i�� �c�s�rve� t�te ��gh�. to w�t�hh�ld the pa�m�ix� of an� man�h].� e��f�tat� f� �h� contrac�or �ai�� �� p��forrn �h� v�or3c st�ri.c��.y in acco�dan�e with �he spe�ifi�a�ions or pro�r����n� of this �ontra��. ��-�. fi i+���HHOLDii3� PA7�MET3T: P�.yrn�r�t or� an� es���a�e o� ���intates rnay l�e h��d �n abe�anc� �f th� pe�fo�rrn��ce o� tk�� �on�t�uction ope�ra�ion� is r��t ir, ac�o�cc�an�e wi�h �he requir�m�z�t� o� tYse Cont�ra�� Da�um�nt�. �6�8.7 F�NP►I, A��EP�1���E� Whenever �he �mg����ments pr�vf.d�:d for ��r ��xe Cantract Do�umer��� sha�� have �e�ri �omp3.et�d anc� a�l re�ui,r�rnants �€ the �on�r�ct Docur�ents �h��l have �e�n fu��ill�d ar� �h� gart o� th� �on��ac�or, th� �on��ac�or ��a�.l r��tif.y ��e �n�ir���r ir� wr��ing tt,at the impro�emer��� are r�a�� �or tl�e �in2�1 �ns�e�tton. �`he Er�g�rte�r sh��l r�oti.f� �h� �ggro���at� ���i��al� o� t�e �wner� �r�.I� t�itS��r� a reaa�r�z�bre ��m� �mak� ��a�h ��na� in�g�c��o�, ar�d if �he wor�C �.� s�t�sfac�org# irt a�x a���ptable c�rid��zonr �nd ha� �e�n �or�g�e�ed in ��a�rdance with th� term� o� �he �antra�t� �ocurner��s ar�c� a�l a�pror�ed �o83.�ic��i��� �hereo�f �1�� Enqinee�c vr�.11 �nitiate �he �r��e�aing o� �.he f�i�al �stfmat� and rec�mrnen� ��r�al a�c��taa�e o� �txe ��r� j��� and f i naY paym�nt th�refo� aa ou��inec� in �5-6.8 �elavr. �8-�.9 �`�.i��� P]4YM�N�': �he€�ever a11 t�� �rn��eovements pro�idec3 for b�► �1�e �ar�trac� �acurner��� �nd a�1 a�pro�red r�adi�#�ca.�ion� th�reof shall hane beer� �o�rnp�.e�e� �nd all requir�m�rz�s o�' th� �a�t�ra�t Doc�xme�t� ha�r� loeen �ulf i�le� ar� the par� o� �h� �on��ea�tor� a �#�r��l �s�ima�e s�o�ai�nc� �he �ralue a� the �vnr�1� �r��l b� pre�ar�c� b� t�e En��neer �s �oon as �he n��e��ary m�a�ur�rtent�� ��r�pu�at�on�. ar�� �t�s�ks car� �e made. #].� prior e�t�ma��s u��r� whi�l� pa�z�er�� has ��en rna�e ar� sub�ec� ta ��c�saar� corr���ior�s or re�r�s iorts ir� �h� � ina � pa�ro�nt, �B-S i�i ��� amoun� o� t�� �inal �stirnat�, 1��� g�ev�ous pay��nts and any �u�n tha� �av� been ded�cted �r re���ne� und�� th� provf�ia�s of �h� �a�t�a�t Do����nte, �i�l �e paid ta t�e �o�t�actor wit��n 6� da�s �f�er �in�� a�ce��ance by the O�n�r �� a�rop�r r�so�u�ion o� the Cit� �o�nc�l� ��o�i�ed the �antrac�vr h�� �urni�hed to �he p�ner �a��s�acto�y e�idenc� �f pa�men� as fa����sa �rf�r �o subrn�ssion of t�� �i�a� �st�mate �a� pay���t, the Caatra�tor ����Y ex�c�te a� ��fidavit, as f urn��hed by the �i�y, c�r�i��fng t��� ��� p���an�, fi�ms# ass��ia��.�ns, �orporat��ns, or o���� �rg$niza����s ����i��tng la�or afldfo� ma���ials riav� been p��d �� �ul�, that th� wa�e �cale ���a�hl��h�d �y th� �i��r Coun�fl in t�i� �i�y o� Fo�r� Wo�th h�� �e�r� �aid� and that th�r� ar� �o ��airn� p��di�tg fox �e�sa�xal ir� j��y ��,d/o� ��'opezty �a�age�. T�i� �,c��pta��e b}► the �o€�tractor of tk�� las� ox f�r��l p�ym�nt as a���r��a�� st���l ope�ate as �nd �ha�� ���.�ase th� ��rner #ror� �11 c�a�ir�� or �i$b�liti�s u�c��� the ��ntract �or a�t�thing �one or futrt��,shed o�' r��a�ir�� to th� �vrlc un�er �on�r��� Aoc��ents �� any ��� a� �egYect o� �atd �i��► �e�a���g to or conne�t�d witFt the �ofl�����. �he rnaking o£ the ��r��l payrn�nt �y �k�� �wnear ��al], no� �e��err� th� Contr�,�tor of ari� �ttarar�tees or v�her rea���r�mertt� of the can�ra�� �v�urner��� which sp��i���a11y cont�inu� �tre��afte�. C��8.9 Al�E�UA�Y O1� D����N: i� i� und�rst�ood th�� �h� ��rt�er believe� it ha� e�np�a�e� camp��en� ��x��nee�r� arsd d�sigr���e� �o pr�par� �n� ��rr�ra�t �3o��men�s and all. mod���,ca��ior�� o� th� ap�ro�r�d C��t�act Docurnents. �� ��, tt�er�+f��e, �gr��d �hat �he �wne�e sha1� b� ��s�on�i.bls f�� �ir� �d�quaa]� o� its ��rn d�sfgn ����t�res� st���f�i���� o� the Cor�tra�t �o�urner�ts, th� �af�ty �t �h� �tr�tctt�r�, and �i�� �r���i,cability of the o���a�ions of t�e ��r�glet�ec� p�oject, provid�d t�e Cor�t�ca�tor ba� �omp���d with �he r�quix��rn�t�t� o� the s�id Cor���ac� Do�uments, a�,l �pp�ov�d m�dificat�,or�$ ��ereo�F and �ddit�or�� and a�t�ra�i�ns th�r��a �ppa��ved in writi�,g �y ��� pwr��r, �h� b�trden of �roa� of �uch cornpliance sh�l7. be u�ar� the �nx�t�ra�tar �o show �hat he i�as �om�►iied �e�,th �he �aic� r�qufr��n�n�� �f th� �ontr�,�� Docu�a��n��, ap�ro�r�� tuod�.��.c�t�ans t��reo�� and a1L approved ad[��.t�br�s and alt�ration� t�h��eto. �S-8.�0 ��N��l�i, ��lA1�I�ih�TY: �e��}�e�r �he �i.nal c�rtifi�ate o� gaym�nt no� ��ty px'�v�&ion �n t�h� �antract� 1�o�ume��e not pa��ia�, or �r��ire ��cug�n�y oar us� of �he p��r�i��s by th�e Ov�n�r shall coa���tute an acceptanc� of wa�k �xot don� ir� a��ordance with th� �optra�� Do�ument� �r x�elieue th� �ont�cactor o� ���bi1�t� in r�spect to �r��' ��pr�ss warxanti�� or ���pon�il�ili�y ��r ����ty m�t�ri.aJ.s o� �o,�k�anshi�. Tk�� Cot�tra�t,�r sh�3� r�med�' an�r� d�ife�ts �r �art�ages in ��i� ar�rk and ��-8 f4� �a� ��� �n� damag� to o�h�r work re���tf�g there�xom w�3ch ahall �pp��r �i�hin � period n� o�e ��ar ��om ��� d��� of �i�al a���p�a��e a� �he work unl�ss a long�r �eriod �� spe��f�ed a�dshal� fur�ish a good �nd suf���i��� ma�ntenan�e bond in the ��o�nt of 1�� pe���nt o� th� amo�n� o� ��e con�ra�t wh��� sha�� aasure th� perfarma��e o� �he genera� gua�a�ty a� ��ove outl�n�. Th� �wn�r ��1� giv� notfc� of obs�rved de��cts wft� �ea�onable ��ornpt�e�s, �B-S.X�.�UHSIDIA�Y W���: An� s�d all �or� spe���x��lY� g���r��d �� 8�c�rne�tary requ���me��� €or the pro�e� t� s�c� �s �vn�it��ns irn�ose� by ��e Pla�s, t�� ��n��al �o�trac� Do�uments o� th�s� �p�cial �o���ac� Doc��e��a, �n w�ich �� s�ec���� it�m ��x b�� �a� �e�n grov�d�d for in ��� ��op�s��� �h��� be c�ns�d�red as a su�sid��r� ���rn o� �o�k� t�e ca�t o� wh��h s�a�l b� f����de� f� the pr��e �id i� th� Proposal, fo� eac� �id ��em. �urface �re�to����or�, �ock e�c�avatior� and clear�rxp are q�r��ra� �tem� of �ro�c� wh�ch �a�l in �h� cat�gox� o� �u�sidia�'� tv�r�C. �8-$ .].� MI���LLANE�EIS P�A��M,�ri�'Y' OF MA�EEi�A�: I��,ter3.a�. may b� aLlo�a�ed under var��u� �id f��rts 3.n ��� Pr�pos�1 �o ��tablish u�,ft p�ci�es �or rni�c�l�lar�eot�s plaa�m�nt a� mata�ia�.. The�� �a�.eari��s �h�Y1 b� �se� or�1� �rhen direater] b� �he �r�s�ir��e�', c�epen�ing or� f i��d c�nd��i.o�x�. �aymer�� �a�c mi�c��lar�eou� ��.acem�r�� o� rna��ri.�� wf��, 1�e rnad� �ox onl� that amour►t of rnateria�. �sed, m�asur�� to the �eax��t or,e-�er��h unit, �a�men� �a� mf�cell�r�eous pi�c��n�n� af mat�rtal shall. �e in acc��cdan�e �ri��x ��i� Gene�a� Co�tra�t Docum�r�t� r�c�ard�.e�s o� the ���r�a� arnour►t u�ed for th� pro��ct. �$�8 .1� RECORD �Q�[�ME�1T� � �ont�a��o�e �i�a�Z kee� on re�or� � �o�y� o� a�.� sp�C���.Cdtf�€ysr plans, ad��ndat rna�if�.ca�ions f �h�� �ra�ti�nqs artd sam��es at �he �a.te, in good ord�r an� annata�e� �o s���t z��� �hanq�s m2�d� duar�r�g ti�e ao���aeu�tf an gx�ce�s. '�ri�se st�a�.� be c�el�.�►ere� to Er�gi�e�r rxpan �a�ple�ion of the wo�ri�. �8�8 [5} � � � � � � �� � � �� � • � i 1 " � 1� � �':�� .��..� �..'�.. : ..��. ._..�� � � i, Rev�s�c� D812�li�� 1, �Of1�i�CE��S i�fl�}f�1��+5��r� S10�k1� j151ti1t�� iQ ��YE S�}�C1if�� 81]7�115'I�S Oi�1Yl6l.kF8�3CC I'G�IIII'�� �i�l'�III. m. Llp�ix l��e r,�cl�e�t of �i�}�, �o�iti�a��or s�ia�� �ro�'tid� cornplete c��es of ali i�s�asi�e pc�lic�as �equii�ed �}r #�tese cor�tra�t doc�merits. �8-S,� 5����E �F' PA`,�?1+1��#T'- ��l�te ���8.4, $c�p� af l��ymeut at ��ge �5�8�1} is deieie� izi its e�i.i�a�}� and replaced witiy �e fc�[iowia�: The �onira�t�r sh�li rr.��i��e aiic� �c�e�t il�e �om��sati�i� a� �terei�� �ro�v�ded, it� furl payrr�ent for �urnishing ali l���r, tat�l�, rnat�i��s, �nd �i�ci��entals tor ��r#`�rrn�r�g al� w�r� c�r�tett�pl�tod and e�ub�ace� unc�er �ltese �onirac� l�oc��eni�, �'or ��1 �oss ��i �1arn�e �sir�g out �f tiye n��u�e af l��e wot�lt or f�o� che actiotz of �Lze e�e��e�tts, �'�r a�� ur�i'ore�eerr d�,�ects or �bslruc#ions whici� ru�� �ri�e or be e��ouns�r��3 d�r�t� �ke }�rose��ti�n wl�i�� ��ay ar�ise or �� extco�nt�r�� drar�ri� the p��s�ca�l��� of l�� vvor% �� xn� tirnc be�ore its �ir��l acc�p�ast�e b�r trze �wncr, �except as pro�id�� in pa«��h �5-�. �4� for �tl risks �f whate:ver �e�crip��ar� c�r��r�cted with lh� prosecu�ian o�' t�e work, for �11 exp�nses �ncurred �y or in c�nseq����cc of IY�e s�sp�ttsion ar d�scor���r�u�nce ��` s�acl� }��as�c����u �I'�I�� workin� ��e�•a�ior�s �s liereir� specifiod, or a�ry �td ��I i�i1'riz���r�enta n#` �a�ents, trac�e��arks, copYrig�ts, or oth�r 1�ga1 r�s��'v�iior�s, a�d �or cpm�le�r�g litie wor�C in a�7 �c�e�iak��e �n�tm�r a�cartling �� ilta terms of t�e Co»trzc� Dc�r:�m�ts. �'hc psyme�t of an}� c:urre»� ar p�rt�a� esii�n�tc �x'ior ta �ii� �nal accept�Rce a�'t�� vvark b�r 21�e �wncr sl���i in no way cot�s�itxate �rrt ryckrtowledgm�ui �f �h� ac�c�ta.rlc� ��` tt�e �ork, ���ateria�s, or �t«��zr�eni, �tvr in ar��r ��� �����x�icc �� a�feck l�e ob�i�ations of ti�� C�ilti'����f f0 F��}�]C� �orrect, rer�ew, or i�eplace �t i�iti ow�i �nd p�o�er �xpe�e �r�y� ��fc�cts or rmg���e�t��r�s in �tc c��stru�t�ai� ar iii the s�eer,�t�i or qaa��t�y o� tihc materia� ��ed or eq�ipiY���tit or �ua�iziiier� ��rn�sh�� x�� or ab�u� �I�e �onstrv��4a� oftft� �var�C us�de; coN��raat a�cl its �gp��#�t�anc�.s. or a�tiy �}€���ia�c �Ue or ai�rib�xted t� ���cii defc��s, v��t�clt ���`ec:#s, irr���erf�c�i�t�s, �r �ar�ra�;e �al� l���+e be�n cl�scover�ci a� oi bcfo�•e t�e fina� i�spec�ivn ar��l ac:���lazt�e qf` tl�e wo�'� or d4�rirt� .s�e one �1} �eas' ��a�a��t}� periad �f�er t�� fitia� acc�ptar�ce. Tlie [�►vrze� s��a�i l,e ��tcr s�3� j��dge oFSuc�y deFect�, i�r�p��-�ectio�s, �r dat�i��e, �nc� #l�e ��t�trac#or shal� 1�e� lia�7e #� tf�c �w��r for f�ifurc �o corre�t t�� s�e �� prov���d �creiis, �8-�,�f1 ��,�`�,I�A�, GLtl�RANTY: D�le;e CS-�.1�, �en�ral �i��r�nty at �a�c �#i��4) is cfe��u:d t� its ����ire#y a��1 re�lacec€ wi[i� the fal�c�wir�g: 1`:e�tl7c�` the �in�l cc:rli�ic�#� ol'�>a}r��}ent n�r any �r�visio�y irt tC�c C:or�tr�►ct Docunrfen#s, nor��rtiai or �nlire crccu��:��ey or us� c�f ��e �rcmises by lhe Ow�cr sh�ill cor��lit2�tc an acc:r.-�'ita�t�e a� work riot done ir� �cc�r�ga7�� wi�h tl�e �:�ntra�� DocuFrtents or rclie��� thc ��r�#�a�tnr c�C li;�bility in r�s�ect io any exp�ess wa�r�nt�cs �r re:�pi�nsibil�ty t�r f�uli}� rr�t�ri�I� nr wnr��uns�ip. Tl7e Cor�tr�clor s�a�i r�rn�d� ��y dcfeals ar dam�ges in the wark 7t�c� paJ+ for ��r,y dam�g� ta t�thcr work �rr prope�ty r�sulting ti���efrorn wh�ch s���i� �ppear witl�i� u pei�iod o�'or�e (�) y�ass �i�arr� �fie da�e of �nal accept�n�c �f #]�e work ��tess a Inr��Ft� �er�od is speci�e�i and �ha�i fi.rrrttsl� � good t�nd suf#icie�t r��3nlen�r�cc bo�t� i�� khc am�u�t! af �t10 pca'cent o� �h� nul�u�t of �l�e cor�tr�act �g. A �ul�ich s�iall assu�e ihe perfon33ancc of tl�e ge�er�l �uaraniy �s ���v� n�rili��d. �'he Dwn�r ►+rill givc noti�e �� o�st:rved def�cts w��h reasonabie prompirtess. ��� refcre�ice �� a�t}+ s�orEer p�tiod o#.' t�me o�" wa�7ar�2y ��ntair��ci �1sev,►he�e wtt3�i�t th� spe�ifi�akions s�a�l �e �solve� in f��or af cl;is s�ecifi�ations, it hein� �he ��ty's sn���tt lhat t�t� ��rt#ractar guar��t�tee it� w�r�C for a pe�ad ��' on� {�} y�� fof�ow��ig �i�e c�at� t�f �cc��iance �f lh� pro�ec�. Ir� Ilse ap�ci�l I�stru�tio�s to ]��r�d��s, 'FA� c�r�t�ac�s placo t�e fnllowiis� i�� lieu �€ the exi�t���� �ar��r�ph �. J. �art � - �ex��r�� �ondilion�, �;��tion ��-� 1�VET�:It1'R�T�TI�� A�i� �1�P+A�A7'I��S �i��P�S��.. �'a�e ���'� ��4} exc�a�g� pa�agra�I�s C:�-�,7, �-�.$ a��d ��4�.� wi�h lltic folf�wistg: ��-�,7 �}�LTV�i�� ��' ���F��AI.: I+�� �ro�os�l vc�il� be cor�sxdcrcd un.�e�s i# is de�i�vexed, accoxr�p�ni�� �}� its pi�per �id Se�ur�iy, to t�t� �'urch��ing 1V�a�»ger or lyis �e�pr�s��talive �t ��� of�icial lo�cat�on �n�l s�a#cd tini� s�� fart�� in #l�e "l�lot�ce #c� Bidders.+, 1� i� the I�ic�ci�.�s �o1e �e�pc�ns�b�l�t� ko d��ivcr ti�e p�'��osa� at t��e pro�cr tirr�� t� the �rop�r �1ace. Tix� rilere fact th�t a�ro}a���ti was d�sp�tcl��d will no� be co�s�d�re�1. �M� Bic�d�'s mu� hav� the p�opo��l a�t�al1� ci���ver�d. ���k� �rro����l sha11 be in a sesied enve4�p� }��i1311�� 1I7�i'�C�� W��31 t�7� WQl'{� "�R�i'���lL,#� �i3� t�l� �1c�1I]L Or ��tiG�l�}�1Df1 £1���'1� �]1'O,J�C� �� d�si�n�tec� in t�e "i�1t�l�c� t� 13idd�." "1'l�e e�ve���� sh��l �e ad���ss�;d to ihe �urc�asislg �Irl�s�a��r, �it� of Fork Worth Pnrc��sii� i?ivjsio�r, �.�. B�� �702�?, F�rtt War#�,`�"ex�s 7(i1(��. ����.� �Vl`i`HD]�A,�V�� PR�P��AL�: P�oposals ��:��all}r �le�i urit� �}te Pxir��lasing IV��i7$ge� ca�tnot bc wii}idt�wn prior ko t�]� t�t�e �et #��r o�cr�rig p�p�sa�s. A. requcst fo� �or�-���s�d�r��i�n a� � pro�osa� ��asl b� ���� ir� writi�y�, addxessed to the �ity i►han��e�, and fi�e�1 �v�lh l��n pi'ior to the ti�xte s�# tor the o�rettiing of ��'o���a�s. ��i�r a1] pr�pa�a�s not reque�t�d for no�t-u�nsicieratic�t� are a��r��d a��i1 pu�l����+ r��� alou�i, the propos�is tox v�lsic�� �ton-consic�er�ti�n a-eque�ts h�tv� be�� p�'oper��+ #ii�d r��y, �i l�ti� optyo� of k��e Ovwt��r, k�e re�u.�ed ui7ope��ed. ���2.9 �'�LE�it��l�iTC.' I�i��IFI��TI�i+1 �F ��OF�$�1L�: A�.}� bidder �n�y ���dify his prap���� b�r t�l�gr�pk�xc commur�.��tio� a� u�� �it�t� priar t� t�te liir�e �e� for o��g �ro�o��s, provid�.d suc�t tel�gr�tpl�ic ca�xim�r�ication �s rec�ived by t�te k'urchasin� Ivlan�ger prior Eo ki�� sai� p��pos�� �peni�g #ime, and g��ided Ft�rt�zer, t�ia� �i�e �iiy Mar��ger ia sat���i�d #h�t � writteii �� duS}� autF�e�Y�t�ated caik�rn�atior� a,f �uch te��gra�h�c cornrn►��c�►tiarr o��r t�te s�gn�tur� of iM� bi���r was ir�a�led prior t� t�e pY��osal o,p�ti��� lime. �#'����h �on�����iun is iyat �ec��'v�d wi#h�r� �'orty-eig}-rt �4�� l�ou�s �I�C� ��tiC �i'O�(���� 0�10�11i1� llTii�� s�o �i�rti�er �o��s1c���•a��or� wi1� b� �iv�ri t� t�e gro�a��1 IC. �3-3.71��N�?� ��I`r'Y LFT Pl��.���TS): ��f�reiice �'a�'t �, �e�t�ra� �ond�ti�tts, ��ted �pvemb�r l, I9$7; {�ity l�� p�o,}e��s) r�ak� tt�e fal1�►�irtg reviszo���: Revtse�3 �g. 5 (38I�3fD2 �.. i� � � ;� � ��"1�� � - �i�'�,�i���, �r�1�14�f 1 I��� D-� D-� D-� I�- 4 D- 5 D- 6 Q- 7 !�- � DR 9 �- '� � D- 'I � D-12 D-13 D- 9 � D� 1 � i?- � 8 D� � 7 D� '�8 �- � � D- �0 D � 2'l D- 22 D- �3 a- �� D� �� �� 2� �� �7 �� �8 p- �9 D- 3� D� 3'f D- �� D- 33 i�� 3� �4 �5 D- 3� D- �7 D» 38 D- �� D- AO D- ��f €�- �2 Dm 4� �� � y,!' �� D- �6 �� 47 D- �8 I�- 49 D- 50 D- �'[ 0���7D2 {�3�f�i�F�AI.,. ,., . , �--„ ........................................... .... ......... ...................................... .... � ���f�DIhiATk�� Ni��Tf�l� .........................................................................................4 �Qi�TF�.A�T`�R ��N��'1..1,A��� WITH WOf�1C�l�'3 �0O�+1P�EV�ATIOEV LJ11+if ................ 5 �O�RDIN�TION 1NITF�€ FORT 1�V��T�t V1fATER D�PA�T��iVT ................................ 7 �R����N� OF �XC�T1i�� 1.��`IL17��S .......................................................................,,. 7 �Xl�TIN� UTIL1�lE� Ai�D I�1P�D1f��+lE�T� .............................................................. 7 ����TRU�TI�i� �`F�A��}� �1f�R PI��La��� ........................................................... 8 �RA��I� �0�,1TR�L .................................................................................................... � D�'�'�L�l�� ....................... .. .. .. . . . . .......................... .. ...... . .. ..........,................8 �?C�{V�ii+1AT��� �� SITE . .................................... ... .. . . ................................ . . .. . � ��EVIh,iC����Ar1PLll�hl�� ...................... .. .. .. ....................................... ...... . ....... '�� �IVA��R ��R �0���4�IJ�`Ca��l...-• ...........................................•�•-•---...............,.,... '�� V�fA�T� hJIA�7"�l�I�L ................................................................................................ 1U �L�A�JI.�P F�R Fff�Al.►����PT�i���,........,__,..,.., ................................................'I� ���JSTF�k1�TIQM S�H�D�L� �E+�� ��QIJ��f�l�f� �� 1�UC�R!{ ............................ 1� �AF�TY R��TR]�T�ON� -1�V�i�� NEAR I���N Il�l�TA�E Llf��� ....................... �� $xD QI.JA�lTITI�S ...............................................••---.....,.....,.,,..,--�••--.,,.......,.........,.. '�"I �I.�TTt�l� �F �O�1�F���'� .................... .._.. , .. . ................ ..,..... ..,. .... .. .. ........ � 7 ��o�t��� ��sr�t���r�o� s��r� ...................�..................,.............,...................._., � � �Ohl�l���`� �lD�VdA�� {��lD DRCV�I�1�A'l F#�PLA��iUl�h�7 .................................. '! � 4�h����LL�h��OU� PL���AAENT �� �4"��TEi�1fi�L ...................................................'12 �RIJSW�D �iNi��7D�lE �A��C�M�I .. .......................................................................'I� �:27 ��h1�R�T� ............... . . ...... .. ................. ....... ...... . . .. ......................... ... 7� T�Ef���l ��C�AVATi�i�l, 9A��{�'I�L, AND �O�f���T���l ,� .................................. 1 � Pf�1I�h+���T' R�Pl�l4� {E����) .................................................................................. �4 TR�hl�H �AF�'�'�' �Y��E{l� (���l�R� ALL I'F��,JE�T�) ...................................... 'f� �Af�I�Al�1l ��VI�Ef� fu1APlF-l���� _..--• ..................................................................... '!� ���1fTAE��* ��1+V��2 ��R�II�E� - �1�� �Is�d ........................................................... 18 f��i��1f�L, �ALII,���, �,ND A�A�iD�N�1E�1T �F ��f�"Cfhl� FA��LITIE�.........,. 1� DETE�I"ABL.E V+l�#RNIh�� T�P�S ...............................,._...,.....,.,.._.........,•--••-•----..__ �0 F'IP� ���I3,E�IN� ...................... . . .. .. .. .. . ........................ . ...... . . .................... �� DJ�P��1�L �� ���ILJFEr..I. h.+�AT�RI{�� ............................,...............................,,_,.. �� M��HAi+lI�� ��iD MAT�F���ALf�Ehl'� LC�N __„ ........................................................ �� �1�B�T}�17�'1�N� ..........................••---�---�-------.,......,..,.,,..,._...,,.,...........,...,.............�'� PR�-�O�i�"�'fi2L��l`k�S� T��.Elfl����1 i�V����T1��1 �� �ANIT#�RY ��.W�� - Not �1sed ............. „ „ ..,_,......,.....,.......,.........,........ ,,.. .. . . �1 ..__ . .... 1lA�UUCl+13��Tlhf� �� �fi,�#��'AR1� �E1N�R k�A�H��E� ..................................... �1 B`a'���8 PU�PCN� ............................ . .. .. ..... . ............. ................ ... ...... . ....... �� PO�T-������l1�T1��1 TE�.E�lI��OC�J 11��P��'�I��l �� ��1fVaT��1� ��11VE�4 - J�o� �.lsed .............................................................................. ?.3 �ANi�L�� Ah,1D QUAL�TY �Ol�TR�L�'E�TIi�� .................................................... �� �'E�+1P�F�4RY �R��ION, ���liP�+lEi�T, ,�iVD VVAT�R P�LLUTI�� ���fTROL, ..._, �3 IEV�Ft��� �lVD ��#�E��JD�ST�tU�T��lV �F ���E�� T� DRIIl�� .................... �� PR�T��TI�fV �� �R���, PR.A�T�A[�D ��IL.,..,--�--• ..........................................�� �I"f� R��T�f�ATl�h! ........................... ...... ............................,.. ......... . ......,. ._. �� �ITY �F ��R�` 1r1��F�7H ��'I�iVDAF�D PF��DU�T �I�T ......................................... �5 ��fra7��L� �kJIJL}�FY17F ti?���F��7 � � 1 ��1JFYfkJ�L+R��L7 ..� ..................................... G� �Ok�lF11V�� �PA�� �1�,}TR�I PI���RANJ .......................................„_,..................... 30 ��.lB�TAE��`4A� ���P��T��N 1��P��TfONl�lk�A�� «J�PE�TID�4 ....................... �� �}(�AVAT4�4� iVEAR Tf���.� ................................................................................. 3� �Of��R�TE Ef�l��+S�4���T G� �EW�i� PI�� ...................................................... 3� ��.AY DAAI+1-�--------�---� ............................................................................................... 3� E�P��RATORI( �X�f��CATI��I (D�HOL�} ............................................................. �� � �-'� - , ����' � � s������ ���v�i����� �- �2 ��1sYA��A�ri�r� aF wA��Ft �����,Nrr��,.......... ..........................,._......................, �� 5�.� ��I��rinyl �t�lorac#e (�1l�� 1+Vater Pi� ......................................................................... 3� v�`-2.� 61�c€tin� --------�••---„ .......................................................:.......................... .................. �� �2.3 7y�e �f �asfn� Pip� .... ... ..... .......................... . ...... .. ... . ... . ........... .............. .... �� ��,� Ti��lr�s ............................... . .. . . .. ..................................... . ........ . .. . ..... . ... .. ...3� 5�,5 Cv�nectior� af ��rsti�g l�air�s ...... . . .. ... .... ...........................................................�3 ... .. .. . ��.5 ��Ive �ut-ins .................................................................................. --,..,,__.....3� ��.7 W�t�� �ervices ........... ... ..... . . ........ ........................ . . . .... . ......'+ ..,... .. ... ..,.3� ��,� ��Inch Ternpor�ry �ervJc� �ine ........... ... ...... ..........................................................36 ��,� Rur�ing and �teralE�at��n o� V1�ater Liraes .... .. . .. .............. .... .................................. 9� ��,10 1N�rk ���r Press�re F�ian� 8ou��faries ...........................................................••--.-�7 ��.11 11Va#er�arnp�e �tat�on ...._...---• ...............„_.,..,,_....,...,......,.....,..,.....,,........,...........,.�T ��,'�� buc�wie Eron �r�� �ray lron �'ittir��s .... .. ....... .. ..... ... ........... ... ... .............,.,......,.98 D- �� SC��29f�kC�11�� FOF� DU�i ��hlT��L ................. ... .. . . .. . .. .... . .. . ........ ...... . .. �# €�� 54 D�3lV,�7�RR�1� . . . . .. ..... ... ................................................. ... .. . ....... ... .. . ..... 38 ..-- � - --- . . .. . . .. D- �� �f�Ef��H �JC�A11A71�i� Q�3 D��P TR�AI�HE� .................................................... �8 b- �6 �TR�E PI�Uk�li�l� .............. .. . ... ....... ............................................................... . .. 38 D- b7 TRE� R�hQO�JAL ................................... . ..... . . .. ,.... _ ..,......,.., ... ,... ..,...,.......... 3� D� �8 �"��� H�L�� ........................................................+......,..._..,._,._._.+._..._._+.,,..,,.,�---•--, 3� D- �� PUF�L�� iV��'l�I��Tf�� PR�OR TO BE����fa�C� ���t�T1�U�7`I��I AiVb [�f071�l�A7f{�N �F 7E{ViI��RI�►R�' UVA`TEFZ �E�iVl�E I�T�RRlJPTI�kJ QURI�J� ��i���R u ��l o f� .. . . .. . . .. . ... .... ... ... ... ... ... ... .... ... . ... ... ....... .... ......... ... ... ... ... ... . ... ... ... ... . 40 D- G� Tf�►���I� Bl.��f'7'ON� ............................................................................................... �4'� i�m �1 �AhlITARI� ��IN�R ���Vf�� �L�IfV{]U'I"� , .. ,. . ... ... ...... ... ......................... �1 , . . . .. .. .. _ D- G� 'I"�it�POE�Af�ll PA1J�A+1�f�T REP�GR ....................................................................... ��I D� �'� ��}fV�TRU�TION �TA�lC�� .................................................................................... �'f oa��va� � — — ��4� - — — — w��� � � s��c��� �o��a�`�o�� D, I�art D shail Th�i� P�r€ � Y�pec��a �and'rtions Fs �omplime�rt�ry �o I�ar� �-� ��neral ��n�fit�ons and Part �"� �- �u�p�em�ntary �andEtio�s to �'ark � o� th� �ortt�r�ck, Any�f�ing �or�t�ined ir� this Pael� D that is arldit+�re to an� prov�siorr €n Par# �-�ener�l �anditions and {aa�k �'l - ��,pplementary �or�dkklor�s l� P�r� � �� �h� �c�ntrac# are to �� r�ad toge�h�er. �1t�y con#�i�t �etv�r�en �art � � ��r�e�'a� �onditkons a�yd Part �� - �u�apl�m�ntsry ����fitions �f t�e �c�n�E��t and tFrrs Part bF I��i� D Si1�I� GOi��fOl_ F�R: ����L� ��R�L� �.�kt� I+V�RTN �ANkTAR�` ��1N�R F�R�� Nr��N A�lf� LC�T ���1T101� FOR� 1+V0��`H, TE�A� D�� I'RDJE�T f�0. ��43 1+�lATER D�PA�TN1�i�T PROJ��T� f�0, R� ��-���4f0'f ��G6� D-7 ��N�ftAL The orc��F or }�r��ecl�r�ce irr c�s� ��n����t �ac�m�nt� su�j�c� to tl�e fall�w the gu�d�ri�r�s lis#ed belaw: � . Plans �. �on�ra�# Docu�nen#� �. ��e���l ��nc�i��or�s o� c�r�flic�s ar discrepar�cRes ��tw��r� various parts o� #�e r�rl�ng af t�� Er�gir�eer shall ��rterally, #�ut no� r���ess�riGy+, '�h� fall�kn+fr�g Sp���a1 �or��Ei�i�ns shall �� a�pla�abl� t� t��rs praject atn� shatl gav�rr� ov�r ar�� �on�ficks wikh il�e �er�eral �on#racl D�c�m�nts �,r�c€er the pr�v�si�ns s#a��d �b�v�. �`h� ��ntra�t�r s�al� b� respor�sibl� �ar d�fects f� tE�is proje�t �ua to faulty �r�ateri��s and woricma�s+�ip, �r b�kh, for a per�od of tv�ro (�} �r�ar #r�m d�t� �f fina€ a�cce�tance �f �his pr�j��t by #he �Ft�r o� �ort W�rti� �n� w�Cl be requir�d t� repl��e at his axper�se any ��r# or ali of this proj��t wt���l� become� defec#ive due ta #h�se cau��s. �ubjec� ta rnadifi�atians as here�n con#aEr�e�f, #�� Fart Wortl� 1+Vat�� D�partmen�'s ���eraf �ontra�t Do�urnents a�d �er�e�-al ��e�ifi�akians, Wlfil I�t�St f�VESfOf?5, ara mada a�art o# tfne �et�eral �anfr�ct Do�um�nt� for lhi� pro�ect, Tiie P��r�s, th�se �p�cial �ontract Docun���tt� and tl�e rul�s. re�u�a�Ea�s, r��uiEerner�ts, fnstructior�s, dra�uing� or d�tail� r�ferre� �o �y rr��r�uf�cturars nam�, or id�nt�ficatian incl�a�ie thereirr �s spacifp'rng, referr€n� or impl}rin� pr�duct �antr�l, ��rf�rma�ce, �ualit�r, or otk�er s�all b� bi��ir�g upon #h� ��ntra��ar. �h� s�ecific�#��ns and ��awkrr�s sl�afl b� �ae��id�re� c�o��rativ�; th�refore, wo�ic ar r�sa#eri�l �all�d ��r b�r �n� anci r�ot sh�+�n ar rnentioneG �r� th� o�h�r s�al� b� acc�mpli�h�d or furnisf�e� En a faftt�f�,l �ar�r��r �� th�u�h re�u�red b�r aEl. Any �or�trect�r per�orming any w�rEc on �ort V�fartf� v�+ater �r sanit�ry s�wer fa�ilitles rr�u�f b� �remquali�i�rJ v�+iti� tMtie 1Na#er De}�art�er�t to perForm suc� work in accor�ar�ca with procedur�s d�s��'ii�ed �n tMe ���rrent Far# V1f�rth V1fat�r Dep�ftr�er�t ���era� �pecificatis�ns, v�+�i�h geneta�l specif,��tiar�s s�alk �averr� performance of alt s�,c� w�rEc. T'F�i� �ontr�act and prvject, wl�ere appll�able, may alsa ba g��r�rr��d hy the �nr� fo3�owi�g pub�i�hed sp�c�fi�at�ons, excapt as +�o�ii�ied �� k�ese �pec�ai �r�v�sions: �. ��'A�lDA�D ����IF��Ai���� �OR s7�EET A�JD ST��1V� Dr�AiN �QNSI"RU�TIOIV - �iT1l ClF FORT 3lV�R�M �a��sro2 � �-� ���� � - ������� ����iT���s- �. �iArvD�A�D �P��iFi��a��o�l� F�R �L�B��� wo��cs �a��r�U�r��ry - �vo�T� �EIVTRA�. T��A� Any conflic# bet�u�en thes� confract c�ocumer�#s �nc# tt�� �b�ve ��ublications sk�afl b� �-eso�ve�l in ��vor af thes� �or�#ract dacurnents, � cap� of ett��r �� tt�e�e spectfrcat�or�� m�y be p�r�Y�ased at tl�e aff�c� �f ti�$ Trsn�parta�ior� and �u�lic +Norks Directar. ��0� Thra��Cmor#an �treet, �r�d Flo�r, �Illuni�ipaJ Buklding, �ork VVortf�, �exas 7���2, T�� specff�ations ��pli����e to e�ch pay ftem are �rpdic�t�d by t#�e ��I�� �uf for tk�e p�y it�rr� b� #h� tiesigner. Cf r�ot sE�own, t�e� ap�lac�k�le p�blish�d speciffc2�t���s ih eith�� of tF��se ��c�r�en#s ma� be f�l���v�d �t ti�e �ii��retio� �F lhe ��ntf�ckor, �eneral Pravtsto�,� �#�al! be thos� �f t�ra F�rt Wa�kh �focu�n�nk fat�er t�an I�ivls��r� '[ of t�e EV�r#� �entr�l �exas d�c�ment, �idders sf�alf nat se�arate, d�#a�h or remo+re an�r }�or�iorr, se�rnent or sheets f�om t�� c�ntract d�cume�t �# any �ime. Fallure to l�irJ �r fuM1� �xecute cnr�trac� wit#��u# r�tainPr�g c�ntrac� d�cum���s �n�act rrray� �� graunds for des�gnati�� bids a� "�or�-��po�sive" and reje�#�n� bid� or vo�ding contract �s a�propri�t� a� �le#ermineti 6y #he �tty Err�ineer, If�T�F�I�R�I'ATJOFx! �#ND PREP�R�����! 0� P��P��A�: A, D�L�IIERY �F P��PU�f�L: �Jo p�oposal wiFl kae �onsid�fed u�l�s� it �s del�ver�d, �c�ompar�i�d by its pr�per B�d �e�urity, ta the ��rcha�sir�g [�a�ager or has t�pr�senta#��+� a�t �he af�icia� loca#ior� and sta#a� �i�rte s�t forth in the "h�otk�e to Bicfde�s". It Es the BI�ld��"s s�t� �espoe�sibi€�ty� to deiiver t#�� pro�asal at lh� �rap�r tRrn� ta #k�e {�rop�r� pf�ce. `F�re m�re fact tF�at a prop�sa� �ua� t#ispatcF��ct �viil r��� b� corasid�f�d. TY�� BRdcfera must h�ave #t�e �rr}po�al actuafl�r cletiv��ed. ���#� �ro�os�l �ha�l be in a sealsd �r�velope pl�ir�ly� rr��rC��d with ##�� war�i "PROPU�1�4�", and t�� nam� �r �escripttor� �� the pra�ect as �es�grrafed �n the "IV�tice #0 8�dder�". The ��rvel�pe sha�! i�� addr�ssed #o kh� P�rchas�ng rVJanager, �1t�+ of Fart Wort� Purc�a�inc� D€vis+�n, f'� 8ox ����7, �'ort 1lV�rt�r, Texas 781��_ B. WITHDR�#Wlixlfi �R�P�SAL�: �'��posals aci�aliy �iled with tl�e Purchasing fl+ianager c�nnot b� wi�hdr�wn �rtor to t�� �im� s�� f�r c�p�nir�� pr�p�s�l�. � requesk for ���* COr�Sa��F�#[OC1 Qf � pfopOSa� #11us# b� rn�d� irl +Nr�tli]g, �ddres��ct tc� the �l�y [��r��ger, and fE�d w�k� him p�i�r ta tl�� tirne �e# fof the �pe�in� vt pro�osals. �fter a�� pra�nosals nat req��stetf for no�-corra��a�a#i�n �r� �p�necf and pubiicly reac! �loud, the prap�s�xls fot +�uh��M nan�cor�sxdera#ian r�q��sts �rav� be�� prape�'ly filed �, a� the option of #he Ov�rner, b� returned �no���ed, �_ iE���I�AP�-II� I�OD��I��TiOEV O� PR�P��AI.�; �ny �€clder ma�+ rnod�fy #�fs proposak !�� #����rap�i� �ommunicatiar� at any t�me pr�or to tF�� #irr�e s�# f�r a��r�ir�g propo�a�s, p��vided s��i� telegrapl�ic �on�mut�i�at��r� is reC��v�d by+ th� Pk1�Gh2�5i�1g i1�ar��ger }�rior #� #h� saf�l pro�osal o��ni��g tk�n�, ��d �urovided f�rf�ter, that the ��#y 11Ra��g�� is satis�ie�1 t�at a writken ar�c� duly a�tJ��nticat�d co�f��matian of s���a t���gra�h�c cornmunEcatior� ov�r th� s'rgr�at+�re of #�� �i�d�er w�s maile�i pri�r #o ihe pr�p�sal o�e�ir�� t�r�'re. If su�h �ar�firmation is not fe��iv�d �+ithin fort�mei��t �48} �aurs af�er th� p�op�sal �p�nir�g t�rne, na furtt��� �ons�de�•a#ion wi�l b� gi�r�r� �v th� p�'�p�sal, b�3 ����D�NATION Ih�E�I'I�1C F�r coor�l�nation �urpase�, w�aki}r rr�e��rngs at ti�� j�b si�e rn��r be req��f�d tQ iri2ar1t2�1f1 th� proj�ct �n t�e cfesieed s�fir�dufe. Th� �ont�actat ���Ir �� present a� all mee�rr�gs. ���ro� � C-�4 PAF�� � � �I���I��. ��fi�I�ITI�IV� D-� �ONTRA�TO�t ��MPLIAN�E VtifI7W �fU�R�t�R'� �QI�RP�1���4TI�1� LAW �#. D�fi�it't�r�s: �erkifi�atian of ��v�rage {`��erk�f�ca�e"}. +� copy of a c�r#lfi�at� �f ins�e�nc�, a�erkifi�ate of a�#Y�onty to self-ir�sure issued by the con��`r�i�sio�, �r � cavera�e �gre��tt�nt (T1N��- 87, TW��m6�, TW��-$�, �f TW��-84}, a�a�ving �tef���ry w�rl���s" ��m�er�s�t�or� ins�r�n�� �average far �he person's or �r�tft�r's e�nploye�s prorridir�g services orr a project, far th� d�rati�n �f th� �aro�ect. �_ Dur�tion c�� th� {�roj��� - ir�cluc�es #he tirxte frorn �he beginning o� the v�ork or� th� �ro�e�t ur���l th� contrac�or'slp�rs�n's wark on tl�e pr��ec� has be�n compl�te� ar�d �ccep't�c� bp th� g��+err�rt�en�al �ntity. �, P�rsor�s pr�vi�ing servi�ea an #he project ("�ul�c�ntrac���" in §4�6.0�6)- ir�ciuc�es a�l pers�e�s ar �nt[tles �er�arrnin� ail or park of #�re serv��e� th� cor�#ractof I�as ur�derta�cen k� perf��m on th� pra�ectF C�C,��fC�E@^o5 p� 11VF1���1�� ����� �$I'S`�Gl COCl�fB{.`�@C� C�I�`�C:tI� Wl��1 t�l� c�n�rac#ar ar�d ���ar�l�ss �f wha�Mer that per�or� has errfi�loye�s. �'his includ�s, witE�ou� lim�ta#i�n, �nde��r��er�t �ont�act�rs, subcantr��tars, leasing corr��ani�s, m�t�r ca�riers, owner op��ators, er�ploye�s �f ar�y s�,c� entkty, or ampl�y�es �f any entfty wf�kch fu�r�ish�s p�rsor�s to pr�vlde s�rvices on t#�e proj��#. "��rvlc�s" incl���, wi#Y�out I�mi#a#ion, pro+�l��r�g, [���I�ng, �r cC�l€v�rRng equtpme�t or rn�k�riais, or pro��c�in� Eab�r, trar�sportat�on, �r atl�er s�rvices reEat�d to a pro�act. `"��rv�ces" does not �n�lude ac#iv�ties unr�late� to �I�e p���e�k, suc#� a� �ao��bevera�� v��d�rs, �ff�ce �upp�� ci�iiv��l�s, �nd delrvery �� �ort��le koilets, �, The ���#r�ctof shall �ro�+lde cov�rage, b�sed an �ra�er ra�or#€n� af cla�ssifi��tian �coc�es and ��yro�� �maur�ts �nd fllr�g af any covc��age agraem�n��, whi�Et m�et� the s#�tut�ry re��i�em��ts �� Tex�s l,abor �od�, ��c�ion 4�'i.0'i'�(��) ar a1� err��lo�+ees of �C�e ��r�tractor pravidi�� servic�s �n t��� �raje��, fvr t#�e d�ra�Eon o� ih� �ro��c�, �. 1'h� �o�tr�ct�r rnust �rovida � certifi�a�e �f coverage to �he g�v�rr�me��a! entity prior tv being a�rardsd the �on#ract. �, I� the �ov�rage perioci shawr� �n tJ�� con#ractor's ���rrer�t certi�icat� of c�v�rag� er�ds #�rir�g tF�e d�rsti�n of the proj�ct, the car�#�a�tor m�st, �r�or to tY�a end �f the co�+�ra�e p�riod, fiae a naw c$rtif�cate a� cov��ag� with th� goverr�mer�ta# en#a1y �h�wie�� t#�at �ov�r��e has b�er1 ex#+�n�#ed, �. TF�e ��ntrac�or shall ob#�Gn #��m �ach p�rson provi�lir�g seruices on a pmject, ar�� provicfe the goverr�rnental ��tity: ����fl#��ate of cavera��, prior ta #��t pers�n �eginning worEc ori t�� p�o��c#, so #he �overnrn�ntaR entity w��l hav� on fle certlfi�at�s �f cov�ra�� �h�w�ng caveraga for a�l p�rs�ns �rovid�ng services orr th� projeck; �r�d �. �V� Ist�� #Y��n s�v�n d��+s aft�r re�e�pt �� t�a ��n�rac�or, a n�w ce�t�fRc�te a� c�v�rag� showin� extensi�r� o� �ove�age, �f tt�e covera�e per�ad shown o€� ti�e �urrent o�rtifi�ate af ��vef��a ��rds �u��r�� t#�e duratfon �f ihe pro��ct. F. The cor�tra�tar s�all retair� aEl requireci cerkifica#�s of coverage For the dur�t�or� o� th�� �ro�ect a�nd for �ne y�a� ttteraa�te�. ���+o� ��-5 P�I�T Q � �f�����1� �C�fVD�iT'I��l� �_ TI�� �ont�a�#ar shall r��t�fy ##�� gav�r��ner�kal enti#y in writir�g by cer#I�ad rnal� or �efson�l delkv�ry, wl#hrn t�r� ��0) �ays a#t�r th�a �ar�t����o� knew of sF�o�ld I�ave �no�rn„ of a�y �#�ar��e t#�at rrrat�rFa�ICy� affacts tk�a provision of cov�rage �# �n� �erso� provid�ng s�rui�es on the �roject. H. The cor�tf��t�r s�alt post ar� each proj�ct site a r��tic�, in tF�� #exk, f�rm a�d rnanner prescr�bed b�r th� T�xas V�farke�s �ompensa#7on �ornr���ssion, fnforntiar�� �II ���s�ns pro�riding servi�es on t�e pr�j�ct tt�at the� ar� r�quired #o be ��ve�ecf, arld s�a�ing F�ov�r a p�etsar� m�y v�rify c�vera�� a�td r�p�et iack of ��v�rage. Tf�e �ant�acto� s}-ral! car�tra�t�ally r��Era each p�rsor� with u+ham ]t cor�trac#s #o pf�v�c�e s�rv�ces on a prt�j$�t, �o; I�rovPd�r cov��ag�, faaaed on �ro�er re�arkir�� on cGassiflcati�n �o�es and p�yroll amo�nts a�r�d fi�ing a� ar�y c�vera�e ag��em�nts, +ru}�rch me�ts #�� s�afuto�y requif�ments of �'�xas Labor ��de, �ection ��'I ,0'� � ��44} ��r all af i#s �m�foys�s provic�ir�g serv�c�s o� #��e p�`o�e��, #ar #i�� clurati�n o€#�� pro�ect; �. Provide to the ��ntractar, prior t� that �ers�n ����nnin� �v�r�c an �he proj���. a ceeki�ica�e of c�vera�e s#�owir�� #hat �ouera�e Es b�rr�g provid�d for ali �rnpi�yee� o� t�re pers�n �ro�i�ir�g servic�s a� ##�� Qra��ct, fat the d�i�aki�ri of #he p��j�ct; �_ Pra�r�d� �h� �ontrac#or, pFior #o the �r�� �f #h� c�ve�age period, a r��w certiF�c�te of covera�� sho�v�n� �xter�s�o� of �ov�rage. ff t�r� coverage per��d sh�v�n o� the �ur�en# cerki�ic�te o� coverag� en�Js duri�g the d�ratio� of th�� �roj�c#; 4. �b#ain ff�m eacl� �tt��r pers�n w�th whom ik �on�r�cts, ���f �rovid� �o th� �ontr�ct�r' a.} ,� ��rtf��cat� of caver��e, pr�or to the a�l7er pers�n be�€nr��ng w�rk on the �rof�c#; �nd b_} A nexn+ c�r���i�a#� �f �overage sh�owira� ex#�r��i�n c�# �o�rer�ge, prRor to tk�e end �f #t�a c�verag� �erio�. if �he cave�age period shown �n t#�e cu�rant cer#�ficat� of ��verage e�ds durFr�g �h� duration of tf�� p�o�e�t. �. �et�in �I� re�uif�d �erkific�te� af �verag� �n �Ee f�e �F�e d�ration of the pr��ect �nd f�r an� �ear #]�ere�f��e_ �_ �lotif� the �av�tnm�i�ta! �r�ti#p in wrttir�g by �ertifie� �n�i� or persanal �1elitr�ry, wit�rEr� #�M {'k0} d�y� 2�fter the pe�son k��w ar sh�uld have �Cn�wn, af a�� c�ange #t��t r��ten��l� �Ff�cts t#�e pr�visia� of �oveta�a of any p��sar� }�rovidit�g s�rvir.�s on the p��j�ck; and 7. �ar�#ract�ally req�ire ��c�� persan v►+ith wl��r� ik �an�ract�, t� �erform �s requir�� fo� �ara�rapt�s �i���7�, wit�r the �ertific�tes �f c��rera�e t� be �rovided t� t#�� ��rs�� �or wt�pm t�re�� are provi�Eing ser�+ices, 8, B�r sigr�ing th�s contra�t ar �r�vi�ing �r c��s�r�� tv �� provided a certiflc�t� af c�+r�rag�, t#�e c�r�tFac#�r fs r�pre$enting t� t�e c�ovarnme�}k�! ��7t�#y th�� all eMnplc��ees of k�e co�tr��t�r trvho wlf! �r�vi�ie s�rulces or� the �roj�ct +n�ill be covered b� wo�ri�er's comp�ns�t�or� cav�rrage fat t�� cfura�i�n of the proj��t, that th� cov��`�ge will b� ba��d on �ro��f repor#ing o� c�a�si#ic�tion c�d�s �r�c� �ayeall amaunts, �n� #�a# all cavera�e agre���re�ts vuill be fired wif�x lh�e appr�pr��t� ir��ur�n�e c��r€�� or, in th� case of � saif- oa�z�� �C,� P��T D - �F���II�L. ���blTl��� ir�sure�, wi�h �h� �ommissi�e�'s Divisi�n af �e�f-Insurance Regul�tion. P�'oviding fal�e or mEs3eading inf�r���tia� rr�ay subje�# tk�e c�r�tr��tor to adrnk�is#Fa#�v�, �rEmin�l, �tv�f panalties or o#i�sr ci►+kl actions. �. Th� COF1�fi21Ct�f's fa�aur� #� c�rn�ly wi�h ar�y of these provisfons is � breacf� af contract �� #��� co�tr�c��ar whici� entitles t�� g�v��r�me�r#a�f e�tkty to declare tl�e co�atra�t void �f the ��ntr�ct�r daes ��t reme�l� kl�s br�a�h within ten day� after receEpt of no#ice �f #�r�ach from �h� gavernMr�antal �r�tity�. TC�e con#ractar sF��ll prrst � natic� �r� �ac� proj�ct site lnf�rmir�g a�l pers�ns �rov�d�r�g servEces on �I�� pr�j��t #l�at tfi��y a�e r�r�uired t� be covar�al. �nd sfatlr�y ho�u a persa� ma� ve�ify �urrer�t ca►��rag� and r��ort fa�lur� t� prov�de cover�g�. TF�is nat�c� �la�� not satis�y ���er p�sting r��u���mer�#s imp�s�d #�y #�e T�exas VVorEter's �amp��satior� Ack or �thefi Texas Vlforker'� �ampensat�on ��r�mis���n rul�s. T�'ts no#ice m�st �e print�� wlk� a�itle 9n at �east 30 p�ir�t �old t�pe �fl� �$X� If� 8t �8�.5� �� }��I�It �iOf{I�$i t}��E'F �n[f s�all be �� bot[� ��gli�h ar�d �par�i�h and a�ry otk��� l�r�g�age �ammon to tFre wv�ker pa}��lation. Tfna t�xt for ti�e r�otic�� ��akl b� #i�e #oil��ring text, witha�at any �ddit�or�ai �r�rds �r changesa ��R�C�Ui�tED V�fOR��i�'� ��iv���k��►�TI�N ��1f��A�� Th� Isw r�qu�r�� �nat ea�h �ets�n wt��kin� on t��s sEte or providjng se�vkc�s reEated to ihis car�s�ructian pra�a�t rr��s# �e �overe� �� v�rorkers' compensatior� ir�s�rrance. Th�s fr��l,��e� p�rs�ns providi�g, hau�ing, or d�€iv�r�n� ���rpm��ry� or m�te�afs, or ����rlding la��r or tra�spor#atian or ott�vr ��rvice �el�#�� to the ��ject, regardless of the Identlt� �� the�r �mp��yar �r s�afus �s a� emp�oyee," �a1i t}�e 1'�xa� V1�ofker's �ampensati�n ��rnm+ssian at (5'��}A�€UY�79� to r�c�ive i��a��na�iar� an tE�e le�al �ec��lre�ent for co�+era�e, t� vexw#�r wh�t�er �our emplo�rer has provid�d th� �equired c��+�r�ge, �r tv report a�r err��fa�r�r'� f�ilur� to provide co�+era�e". �• 4���RI�If�Ail��l �Ul�k# FORT WQRT�i WA��R DEPARTMEN'f C�urir�g tF�� canstruction of this projec�, it urii! be necassary fo dsac#ivafe, fa� a� p�riad o� �€me, ex�stir�� lir�es. The �or�#ract�r s#��R1 b� requir�d k� �o�rdina#� wit�+ �he W�tar D��artm�nt #o de�err�kne the best times for �$act�vatir�g �r��i a�tiva#ing �f�o�e lir�es. D� � �I���S�N� O� �}�IST�13� l��'1LtTI�S Wh�re a pro�ose� water lir�e crosses �ver a sani�ary sswer ar sa�Etary sew�r �erv�ce I�n� and��r prop�sed s�wer lir�e �r��ses avef a water kk�e and 4h� �lear ve�i�a1 d�stanoe is less tha� 8��et #arrel #� barrel, the s�r�it��y sevvefi ar s�nitar� sewer servi�� lir�e sF���r �� rr�ade v�ate�tight �r be cons#ructed af ductile I�vn p�pe. TY�e Engineer shaiE deterrr�in� ##�e r��ukted I�r��kh of r�pla�ament. The mater��l for sar�itary sewer rnair�s sn� s�n€�ary sewer iatsrarls shaGl k�e �iass �1 b�ctEle Iron Pipe wlth poCyetl��ler�e weap�Fng. TI7� materk�� �ar s�ni���y sewe� s�rvice lin�� sh�ll �e e�ctr� �#r�ngth c�st iran soi� �ip� with po��retfn�+Ee�e wr�pping. Adapt�r fitt�r�gs s�aE! be a �reth�n� or n�opr��e c.o�pl€ng �4�T�+1 C�4�� wi#h ��ri�s 9{�� stalr�less s#eel comp��esai�n straps. Back�ll� �i�Ein�s. ti$-ir�s and all other �sso�Ra#ed �p�u�E�nar��es re��Ere� ��'e d��m��l subs��iar� u�r�ri�, the cost of which shall b� i€��Cuc�ed in the pri�e bic! �r� the Pro�osal for e�ch f�ic� item, I�� � E�1�'�IIVC �TI�.ISIE� AN�I IMPf��1l�I�f��NT� The plans show �h� Eocatia�r� of aH knowr� s�rf��e an� subs�rf�c� str���ures. Wowever, �he Owne� �s�umes r�a res��r�sibility far f�ilu�r� to show 2�r�y c�r �il of t�ese structures on the Ptans, or �o sh�w ther�� ir� ti�e�r exact I��a#ior�, it is rnu�uall�+ a�ree� #hat �uci� #ailur� sha11 r�ot #�e �sr��n� ��-7 � -- - �Jd1�� C} - �`���'i��4� �'��C}�����.� giv�n to th$$e de�ails c��r�n� th� �r��ara��orr of tl�e Prop�sal at�d a�l un�sua� c�r�c�itions, kn+hi�� rr�ay �lue, ri�� fa �a��r con#ir�ge���es sf�o�ld �� #�r�u�}�t to tY�� atte�tian of tk�� Ow��r prEor t� tF�� suf�misslon �f t1�� Propos�l, D- �i'� ��NINfii �O�UIPLIA��� Durin� t#�e �anstr�cta�� af thi� p�a���#, t�te �ontr�ct�r shall cam�ly witM p�es$nt zoni��� �equiremants a# th� �Et�+ o� �o��t Worth fn th� use �# v�can# proQerty �or st�rage �urpnses. b- 9� UVAT�R ��R C�N&TRU�T�QI� TF�� �ont�ac�or at �is own expense wii� #urrr�s� water for �anstructian, D- �13 W�4ST� N1�11'E�lA�� A�I uuaste rnat�raa! sh�ll ��coma #he �rop�rky of th� �antr��t�r �nd s�rai€ �e ctf�p�sed �� b�r th� ��n��ac�v� �t lo��ti�ns ap{�rov�c� by the �ngin$er. A!I mat�r�a� shail b� dis��s�d of in su�h � manner as �a �res�nt a ne�� appeara�ce and to not obstruct praper clra�na�e or to �a�s� 'rnjury to s�re�t irnpro+rer�e�#s �r to �b�lting pr�psrlY- �?- i4 �I»��41�UP F�R F�fVAi. A���PTAI��� ��naf cleanup work s�rall #�e �#one for this �rc�;��k �s soon �s afl canstru�t�on #�as b�en cam���te�. �!o more th�an sever� days s�all e�apse af#er com�letian of c�n�tructian befor� the roadwap, rig�t�-s�f-�way, or easement i$ �i�a�ed u}� to the s�t€sfactio� of 4h�e ��gineer, Tf�� �ontrac�ar shal� maka a ftn�1 cl��i7up af a�l parts of th� v�rpr�t b�fare �cc�pt�t�ce k�� th�e �ity of ForE 1+'�forti� vr its r��re�or�tative_ Thrs ��eanup shall inolude remaval o# a11 �bj�cti�nal�ke �o�ks, pieces of asph�l� or concrete a�d a�her cor��truc#ion m�ter���s, and �r� ger��ral pfieparir�g ��I�� sike of th� �,t+�rk in a� oederl� rrr�nn�r and a�pe�ra�ce. T�re ��ty �f Fort V�1�rtY� �epa�tme�rt of Eflg�r�earJn� s�rall r���re final ac����ance of #�e co�n�fet�d project w�rk. b- 9� �QI�STRU�TiOAI ��H�DULE AN� �EQU�hf�IfV� �F UIf�R�( Pri�r to exe�uting tF�� �or�t�ra�k, if sha�l b� the respor�si�si�t� of the �antracter to f�mish a sci��d�l� o�t�irting #�e ar�tEck�akerl �im�s �ar ea�lti �h��� �# �ons#ru�t�on with sta�tir�g a�td comp��tian �i�#�s, incEuding s�ffic�ent t�rr�e being alEowec! far cl�ar��p- D� ��B �AF�'rY R��TRC�TJQNS -1JUO�iFC N��4� F#!�M II�LT�4�� �l�1�� 7'he f��lowi�� ��ac�due�s w�l! b� f�llovuer� reg�rding the �u��ect item �n thi� c�ntract: '!. A warning sigtt not l�ss tk��n five ir�c�es by sever� i�tcC�es� pa€�et�d yel�ow wi�h black letiers �hat are lec�ibl� et tw�lve f��# �h�ll be pl�c�� inside �nd outs�d� �+�hlcEes suc� as cranes, cterricks, po�ver shoveEs, drialin� rig�. Rile c���vers, hois�ing �qu�pment of simila� ��o�ara�u�, Th� wa�n�r�g sign s#���1 �e�d �s follaws; "1NAi��,l��1� - UNLAVtifFl�l� TO OP�RAT� TH�� �QI�fP{��l�T V�IITHI�1 S�X F�ET �7F �il�ki 1I�l.�A�� LtN��.'� �. Eq�S���r�t iha# rr�a� be op�r�t�d vul#hir� ter� feet of hi�t� v��tag� li�es s#�all hav� ins�l�tfng c��c�-#yp� of guard ab�ut the b�ar�n or ar�, �xcspt ba���c haes o� di��er�� and Er�sulat�r links o�r il�e lifk h���C cann�ctlans. �, V1�hon r�ecessar�r ta work withi�� six fe�# of higi� vo���g� e�e�tt'I� Iln�s, no���cati�n �hall b� �iver� the ��w�r c��np�ny (ON�O��) who w�ll ere�� t�mpa�ar� t��c�r��aic�! f��rrie�s, �e- �n�r���� t�r� lines, �r raJs� o� I�v�r�r ti�� I��es. 7#�e w�rk d�ne b� tF�e �ower compar�y shaEl not #�� ak tt�e exp�ns� o� t�,e �i#y of �o�k Ullorkh. The notif��n� cfepartmer,# shall oa�� SC�� (} P�11�T �} - �PE�I��. ���1L7lTf�f�� maintaln an accurate log of all ��c� �alls ta,�N��RE, and $ha�l «corr� a�tion taker� i� e�cY� case. �_ Th� �antr��k�r is re�ufred to rr��k� arran���en#s wft�r the �iV��F�� cornpan�r far the tempar�ry r�l���#ian of r�rs�ng �f Fri�� v�Etage I�n�s ak the ��n#ract�r's sc�Ee cos� and �xper�s�_ �. �3a pe�s�n s�all +�anc� �it�in �ax �eet of a hfgh vo�tage Ei�a �+ith�u� p�at�ction ha�+ing be�r� tak�n as ouk�ir��d in Pa��g�aph �3�, f �3F��T�I*liJs���-ifi-�l�'3 B�d q�anlitre� �f tk�e �+ar�o�s i�ems �n ti�� prap��a1 �f� f�r �orn��rison onlp and ��y r��t reflect #�e ac�ua�f quantiti�s, Tl�er� is n� limit kt� u�t�i�h a bid rk�rn can be ��crease� �r �ec��ase�. �or��ractor s}�all not be er�titl�d t� rer��g��ia�k�ar� r�# ur�it prices regar�less of #h� �nal m�as�r�d quantit�es, T� tl�� �xt�r�t �hat ��4-�.3 conf�€�ts wlti� t�is provis�o�, ti�is q�ovis�on cant�als. h�o �la€rn vuill be c�r�sidered far io�t or an��cipated pr��its bas�d �,pon di�Ferance� ir� �stimaked qu�,ntGt��s v�rsus act�al q�antw�i�s, D-'IB �L��TING �F �ON�f2ETE U1fh�n exisking c�n�re�e i� c��, suc� cut� shali be r�r�ads with a co�crete saw. Al! sawing �hal1 b� �u�s�r��ary to ti�e unit c�s� of the r�spec#�ve i#em, b-'l8 �R�,l��T DE�tCNATIQ[V &I�N Proje�# signs are r�qu�r�d at all locatior�s. Et ah�El ba �n acc�rdan�� �+ith tha a�tacfi�ed Figur� �0 (�ated �-1�-�Bj. Ti�� sigr�s may �e rnaun#ed �r� skids a� p�s#s. The �r�grneer sh$11 ap�r�ve the �x�ct ��c�tic�ns and method� �f rn�ur�tif7g. Ir� ad�iti�n to tl�e 4" x 8' pr�je�# ���ns, prt�j�ct si�ns sF��ll be �t��c�ed �� barric�d�s u���i w€�ere rr��r�}�ole r�1���ilitafion �r r�pl2���m�nt is heir�g car�duct�d, �igns suspen��� frorn �arri�adin� shall be pEaced i� such � wap #hat signs do r��t i�terf�re w�tfn refle�#iv� pal�t or c�Eorir�� �n #h� ��r�ic�des. 8arri�a�i� s�gr�� shakl be in a�cor�a�ce with F€gute ��, except that #�e� shalf b� 9'-0" 4�� �'��" ir� siae. Trie ir��o�rr�atior� b�x shall have th� f�llowi�rg ie�for�n�t€an: For Que�ttan� on t�rls F�roject ��I�: �8'I�j�7'I-8�Ofi [�-F 7:�� arn to 4:�� p.m. or (817}�7'f-8�0� �ights �r�� VVe�kends Any+ and �I! cost f�r t�ra r���k4��d ma#�ri�ls, labor, and eq�ipment �ec�ssary far t�e ��r�€shin� �f Proj�cf �igr�s �hali ba c�r�si�er�d a� a sub�idiar�r c.ost of x�� pr���ct and no acfdikior�al corrti�ensa�iort wilM �� allaw�d. D� �� C�{V�F���E �IDEU4�AI�Ft I�ND €�R��fEW�4Y R�PI.A�EM�fV'C f�# kocatEo�s �n t�e �eoj�c� where maGns a�e requ,�e�f �o �� pla��ed t�n�l�r existir�g sideuualks an�J�r drl�+�v�+ay�, �t�c� sic��v�ralScs ai�dJor driv�ways shall be corr�pfetel� repf�ced f�r t'he full existi�g �v�d�h, i�stween �xisting c�r�s�ruc�ion �r �xpar�sion ]�1nts with 3000 �s� �on���te wi#� �eGn�orck�� ste�l ar� 2� sand cushior� in accardar�c� w�th ���p of F�rt �N�rtk� Tra�sp�rt�#��n��ubGic 1+V��k� D�p�rtr�ant �t��d�rcE Specificafions for ��nstruck�on, �tem ���. At I�c�t�or�s t�rh�r� mains �re r�qt�ir�d to �e p�aced �nc�ef existing c�rb ��d gut#er, s�cl� curb and gut#er sE�al� be repi�cec� ka ��a#ch typ� and �eorr�etr�r o� the r+��n�v�d ��rE� �r�d �ut��r shall ���wn� 5��� 1 ���� � - ����r��4�. �x��������� be ir�stalxe� in �cc�rd�r�ce wit� �fty of For� V��rth Publi� �ltif�rics [�p�rtr�en� S�a�cfar�i �p�cif��atior� far �or�s#r�ictR�rti, I#�m ���. P2��rment for cuttin�, bac�cfil[, cor�cret�, formi�g r��#eriaEs a�rd all a#f�er e�ssociated ��purt��ar�ce� re�ui�adr sh�ll b� ir�ci�rded ir� t€te squ�r� Jr�r�i ��Rce o� the �Jd Item for �oncrete sicf�wa�k or c#rivev�ray r��air. D- 2'I hRI�CE�I�.A�lE�3U� ��A���MENT QF M�4TE�tiAl. Afi�terEal h�a�s �een al�ocat�d ��nr�eF various b��i if�ms €n tlie P�op�s�l to es#afol{st� �r�it �rioes �or r��sc�llan���s �la�ern�nt �f m�teriaf. T�res� ma#��ra1s sl�a�l be u�ecf anN� wh�n directad ��r t�� ��rgar�ear, de��ndin� �e� field �ondi#ions_ Paymant for misr��la�eot�s plac�m��t of rr�a�er��l w�ll be mad� for only #1�at am�u�t �� mat�rial us�d, measur��d ta t#�� �tiea��est ar��t�r�t�t unit, P�y�r��rtt f�r rn�sc�iEan��us p��c��ner�# a� rr�aterial shall be €n accor�ae�ce �uit� th� �en�r�l �or���ac� Docurr7en#s r��aedless o� t€�e aclua! arn�unt us��i fo� k�� �rolect. D- �� �RU�WE� I�IM��7��1E BACF(FILL Where spe�ifi�d �n th� p��r�s or dire�ted �y the En�i��er, �rushed l.fm���or�� �h�ll be u�ed f�r tr�ncEt back�ll �� t�is prn�e�t. The n7at���al sF�ail c�nf��rr� #v P�bl�c 3lV�rics 3t���ar� �p��ific�tior�s for �ire�t �+�d �kor�r� €�rain �o�rstr�ctian Dl�+is��r� � I#em ��8.2 - �aterials ar�� D�vls�on � I�em �OB,� - Mat�rials So�rrc�s. T��n�� #��ckfi�l a��i compa�#i�n shall rr7ee# the req�ire�nents af E�-2 Exca+ration ar�� B�ckfill, ��nstru��ron Speci�rcatio�s, �e�er�l ��n�r�c# Do��rn�r�ts. k�aymer�# far c�sf�ecE G�mestvr�� I�a�kfi� Pro�.osal �nuitiplied t�y th� qr�ar�tity �f Nte2�s�remont of Backfill hllat��ials, Ro��rment�, J�- �'� �:�7 �OI��RETE E rn p�ac� shall be rnade at m�#erkal used me�s�rec� fn �a�strucki�r� �pecifio�tior�s, t�e �rnit pri�e �iid �� #h� ac�or�lanco u+i�h ��-�,�� and �et��ral �on�ract �ra���or�at��n and Pubii� W�rks �epartme�t typical se�#�ar�s for ��v�me�t and Trenc[� Repa€r foT L�kifity �uts ��gurea �#hrough � refer to us��� �:�7 �ar�crate as I��se rep��r, �i�ce ti�ls ca�l- out include� �h� wvrcJ ��C�l7�fE7��", the ca�s��ter�t fnter�r�#at�on of t�� Tra�r�sp�r#�tior� and F'ubl�c 1�Vor�Cs De�artrnenf is th�k ti�is rstia spe��F�es tw� (�y sacics �f �er�nan# p�� cubic ya�o1 �# co R� c r�#e. D- �� T��N�H EX�Io4VATIDN, BI#�K�I�[,, #�fVD �DNfP1��Tf�J� 'frenci� excavat�on and ba��c�ill un�e� �ar�ci�� Iot�, c�rive�+ays. graua� surface�d r�a�fs, wathin easemen#s, �nd wil��n ��cFslirrg or ��kure R.�.IN, sh�ll b� in a�carda��e +nr�th �e�#lor�s ��w� �3ac�Cf�ll an�E �2�� �xcavatGon ar�d Bac�cfil� of ti�� ��ner�l �ontract D���ments a�d �pecifrea#ian� except �� s�pec����� �ere�n. 1, TR���N EX�,�IIATCUIV: In acc�rdan�e vulth �a�ti�rr ��-� Ex��va�tion �nd Bac�fiq, i� #�e sta�ed m�xfmurn trancl� wkdths ara �x��eded, �ith�r E�rough accident or o##�erwJs�, a�d �f �he Eng{r�eer d�t�rmf�es that t#�e d�s��� Goad€ngs of t�e p€p� will �e exco���d, th� �or�kr�ctof wiii �ae �aquire� t� su�p�rt th� �r�� wiEl� an impr�ve�C tret�c� b�tkom. The ex#�nse �f such r��ne�lial �rteastlr�s sha�l E�e entire�� the �onk�acta�s own. �II �rer�r,.�ir�� op�rations sI��IM be confnerJ to #he wi�f#� of p�rrr�an��t rig�r#s-of�w�y� pe�rn�r�er�t �aaements, and an� t�mporary c�ns#���tion e�s�iner�ts. All exca�rati�rr shal� b� �rr �kric� c��r�pfianc� vultl7 t�� �`r�ncl� �a�efy �y�tems ��aecral �or��it'ror� �f thr� do�umer�t, asr��a� SC-1 � i'l�I�� �} � ����rI�L� �i���F�f��ix7 2, TREh1�H B►4��LFILL: TrencF�es which li� outside o� e�€stin}� or �uture pavem�nt sh�l] be ��ck�rl��d �b��+e �f�e to� of th� �rm�e�mer�# �rraterial v�it� `Fy�e „�" ba���IRI n�ateriat, Exc�vated r�a�teriaf �+sed far �'ype ,��" ba��tfrkl must i�e mechar����llp camp�cked �r�less th� ��ntrac��r can fumtsh th� �ngrnee� wi�h sa��isfacto�-y �vi�iar�c� #i�at the P. E. �f th� excavate� rr�atertal i� less than 8. ��cF� evi�Eence shall b� a t�s# te�art from an ir�d�p�nder�� t�stir�� labor�t�ry and Gnu�t �n�Eude �epresenta#ive ��€r-rp��s of sails fn a�l invoiv�d ar�as. wFt� a ma�p �howir�g th� E�catEon �nti depth afi th� �rario�s #est haGe�, l� e�rcava#et� ��t�r�al i� a�vi�usl� gr�rr�lsr i►t natur�� c�ntair��n� ilttl� or no �aiastic kria#erial, the Engineer m�y v�r�iva tf�e test repor� f�quiferr�er�#, �e� E1-2,�, T��e "�„ or ��D" ��c1c�i�l, �nd ��-�_'f ��'r�n�h Bacftfili fo� ad�titEonal req�Erem�r�ts, 1l1�h�n Type ���" k�a�4�-filf m�#erial is �ot suita�fe, at the dMrect�on of #1�e �ng€r�ee�', T��e „B" l�ackfil! �a��ri�l sl�all b� used. I� �enera�, aMl ba�kfill ��at�rial for trenches i�� exis#ir�g p��red stre�ts sha€I be �r� acc�r�lar�ce wit� F�ge�re A. ���d m�,#err�l specifi�cf �r� �rgur� A shall be �bt��ned from an a�pEov�r� source and �hal! cansist of d�r�b1� pa�ticles fr�e �f thin �r elongat�d plss�.es, ���mps of ��ay, sail, laam ar v�g�#able matter arrd �F�afl rr�eeE #�� fol[�+�rJng grada��ior�: • ��ss #han 1�°!fl pas�ir�g tY�e ���� slev$ . �.I. = '�0 vr le�s �dditior��ik�+, k]�e �rushed k��nest�ne em�ec�rr�e��t grari�tion sp���f+ed in �ectrar� �"i-� �r�,she� �im�s#on� f�r �n-xbe��nenE o� the �en��al �or�fra�t �ocume�ts �r�d �p�cifica��or�� shall ba r��la�ed w�k�+ tl�e �ollo�vlr�g: S��ve Size �Ia F2et�in�d �" �Y� � {�" 40-7� 5.11 �p ����4F � ��'i � �� �� u+�� � �J � �II ot��r pravisions of thi� �ec#i�n sl�all remair� the sar�e. �. T��N�W ���.+1PA�T10�!', �KI �re��h ba�#tfi�! �hall be �laced fn Itfts p�r E�-�_9 Ba��C��ll. Tr�nches uvhic� li� o�tsid� �xis�ir�g �r �utu�e �aven�ents shall b� corrk}�ac��d ta a minimum o� �0°!0 �tar�[f�r� P�actaf Density (A.�,�,N1, D�9B� b�r me�rts of ta�npin� or��y. Trench�� w#�ic#� IRe r�nc�er �xf�ting o� f�atur� pav�m�r�t �hall be ba�k�ill�� �e� Figure A v�+ith 9��ib �tarrdard Pro�tor f�ensG#y b� jettir��, iri�ch�nicaJ #�n�{�i��, oE a c�ambir�atfon �� rr�e�ho�is. Bac�fill materFa� ko �e rrtechanicaf�y #amped rrkust k� wit�in f-�°� o# its o�x#imum moistu�e ��nter�#. TI3� #�p tw� {�} feef c�f �ew�� line tr�nch�s ar�d t�e #�p e�gfnt�.�n (18� inch�s �� w�ter kine may be ��Iled i� wJth heav� eq�ai�a��nt t�r�s, provic}�d �� is p]�ced ir� lift� appropriate to t�r� mater��! b�i�g �sed ar�ci tha op�r�#�an can be per�o�m�d wltho�t da�nage to the i�rsf�iled pipe. The �ity, at i#s c►wn ox�e����. will pa�farrn t�anch ��mpaction #ests �er A.�,T.�N. star����d� o� al€ trerrc#� bac€cfikll, �,r�y retes�ir�� r�qu�re�E �s a ra�ult of faiEure to �om�ac# t�e �ackfil� r�a�erlal ta m�e� t�� s#ar�da�ds will be at tk�e �xpense o� th� �o�rtractor a�� �n+iN E�e bElied at tF�e cammerc�al r�t�s a;� cfeE�rmir�ed b�+ tYte �r�y, Th��e sai3 densi#� #ests st��11 b� {�erFarrr��c� �t �wvo ��) �aot �+er�ica� i�te��+r2�ls b��ir�ning at a��v�l �.+o ��) fe�t ab��e the top of th� inst��l�d p��e and confrnuir�� to the top of th� cornpfeted �aa�lc�iEl at Ir�tervals alor�g the tr�nch n�t to �xc�e� ��0 �7n�ar f�et, Tl�� ��r�trac#vr wikl be re��ar�sibl� #�r �rov�d�n� ac�ass and trer�ch �afet�+ �]rst�rn #a #he lev�l o� trenci� faac�cfilJ t� 13� t�sted, fVo ex�ea corr�per�sa#ior� wil] i�� alf�wed f�r �x�vs�ng th� #�ack�lf layer to �e ��ste� ar �rovidin� trench safety system ��r t���s ���rdu�ted b� t�e �it�. �a��r�z S��9 3 ���� � - ������� �o����ia�� �. ��1�1�������fi �k�❑ ����i���; +��� CI�l��$fl��, incfud�n� an�r ar�d a!I 7"�+pe ���4r �Jc'��`r��f��, c'�rl{� lab�r c�sts o� �xcav�#iori and ba��Cfill wlll be inci�,�ed in t�e ��i�� bicl �e� Einear foot �f water and sewer pip�_ �- �� ��v��n��v� ��p�aR� ��2���� T�� +�nik prfc� bid und�r the appropria�te b�cf �#em af the p�apasal s�ia�E �ov�� alf cost for provRdJng p�vernent re�air equai to ar sup�rior in cor�posFti�r�, thicl�n�ss, et�., �o ex{sting pav�m���t as de#aiJed kn fF�e P��lic V�l�r�s D�p�rtr►3enk typrc�l sec�i�r�� �or Pavemer�# ae�d Tre�tch �e�a�� f�t Uti�ll� �uts, ���ures 'f t�rro�gh �, A�I rec�uired pavin� cuts s�air k�� m�de wlt� a can�ret� sav� in a tru� ar��1 straight line on b�t� sFd�s of #�re #fer��h. a mJnimurn of twerve (1�� �rrch�� �u�sit�� the �r�r�c#� w��l�. �'he trenc� s[�all �� �ackfiik�d and ��rs to{� nir�e �9} inch�s s�iafl be filJed with requrred �ateeia�s �s shavur� �r� pavir�� det�lEs, c�r�p��t�d ar�d �evel �vlt� #k�e firrEs�red st�-eet s�rfac�, i'hls �In�s�ad gra�� sF�all be rr�alr�t�ir��d in a s�rvic��bl� �ondi#lan �nfil the pavang �as been re��ace�l, All re�id��ti�� cfriv��u�ys s�alJ be ac��ssi#�le �f nfg#�t a�d over week�n�Js. It has been ��termkr�e� by t�e Tran�pvr�atian �nd ���Ilc W�rks D���r#me�t �h�t the s�rip o� exi�t�r�g HN�l�� �avem�r�t �etwe$n �F�e �xi�tir�g �u�t�r ar�c� ki�� er�g� �f khe #r�rrcF� ��veme�t re�oarr +nr�l! not h��d up if suc�r st�tip of exis#�ng paver�e�rt Es #wo (�j fc�# or ��ss fn widt#�, Therefore, at the loc�ti�ns ir� kl�e praj�ct uvhe�'e th� tret�ch vwa�l €� thr�e {�) fee# or less f��m ti�� lip of th� e�istinc� g�##�r, tF�e �onfract�r �hall be r�q�ir�� t� rerrtov� the �exdst�hg pav�ng tv sucF� ��tt�r. �he �av�merrk r��a�r �hall ti��r� b� mad� from a mir�fmum d�stance o� kv►refve �'I�� fn�f�es a�tside #�e trencl� �wafl nearest the canter of #h� s�reet to �h�e ��at�er fin�. TI�� �avement s�all be r��laced �rithin a m�xi�nu� �f fi�re ��� wo�k�kng da�}+s, p�ou�d�ng 1ab plae�rm�nt co�di�ions will p�rm�t r�pavir�g. If paving �ar�ditians �r� �rot s���a�le for repavir�g, in the opinE�r� af th� �v�+ner, th� rep�v�rrg sF�afl �� dor�� at �he earlies� p�ssib�e d�#�. A permit m�st be obta'rn�d fram tl�e �e{���tment o� �ng�neerir�g �ansteuc#��n �ervic�s �eckian by t�e �ontra�c#�r in cor�form��ce wit�� Or�iinar��� �fo. �4�� ar�[fl�r Qrdina�c� �}a. 7�� #� rnalte u�ilfi�r c�,ts ir� the str�et, TF�e I�e�artRnent of �ngin�erin� w�ll in�pec� �h� ��ving repair aftar co�stru�t�or�. T�is �arrR�# req�rirern��E ma�+ #�� wa��+ed Ef w�r�C �s b�Rng dar�e u�ndor a Perfarmar��e 8�nd��nd �nspec#ecf �y the ��partrr��nt of En�ir��erin�, D- �6 TR�hl�H ��4F�TY �Y�T�N� ���ilERS ALL ��QJ�CT$} �, G��E��4L,: T#�is speci�i��ti4r� co�+�r� the tr�n�h s�fe�� r�c�u€romar�ks f�r all trenc� ex�avat��ns �xc�eding d��u#h of flv� (�� f�et in oet�er #a pro#ect worl�e�`s from c2�v�-in�_ Xhe req�irernent� of this ite�r� �overn aIN tr�nches fo� ix���n�, man�oi�s, �+�ults, s�rv'rc� Hne�, ant# alN �#�er a�purt�nanc�es. l"�re c�ealgr� �or the tren�h saf�t�r shall be �ign$d a�� seal�d by a RegEstered Pr�f�s�i�r��l �n�in��r �i�er�sed ie� `�exa�s. B. s��i�DARf�s: �h� I�t�s# �nd �e�itFw A�lrnrnistration her�by ma�� � �r�rt of ##�is fo� trench safet�r. C�■���I�T� �L+�� L��I versian �f ti�e U.�. De��rkmen# of �.ab�r, �ccup�tior�al �afety �tan#�rcfs, �� �F� P��k �'��8. �ub-Pa�# P - ��c�av�#��ns, �re spe��fi�atron and s#��II b� #[�e min�rr��rr� ga�rernir�g r�q�,ir�ments o�.�0�2 � �-14 P�I�T � - ��'E�i1�L ��I�l���"I�}I�� �, Tf��N�HE� - A#a•en�F� �s ref�rre� to as a n�rrow �xcava#ion rnade bel�w th�e su�face o� #he ground �� �+h��h #he de�th Js greater that� kh� v�+��th, wY���e the wldth measuFed a# tri� batEorn is r�ot greater t���n fafieen �� aj fa�t. �. BEi���l«+1� �Y�T�� -��r��i�ing r�ea�s �xcav��i�� the si�es of a tr�nch t� �orn� ona or a s�ries af horizo�tal levei or skeps. �su�lly wlth v�rt�cal or r�ear-ver�i�al su�Fac�� be�weet� lev�ls, �. �L�PINfi �l'�T�M -�Coping me�n� exca�r�tin� to form sid�s of a#�ench #hat are �rrc��ned away �r�m t�� ex��vaftor�. �, �Ni�LD �*��T��VI -�h�efd� used in tr�ncF�ea ar�� gener�lly r�ferr�d to a� "trench �oxes" or "tr��c1� shields", Shield m�an� a s#ruct�,r� ttraf �� aba� to wi�hs#and t�� forres �mpo��d an it by 8 C�VB-II� ��7d pF���C# WQ�I{�CS Wt�11k1'I ##�e stru�ture, �hi�lc�s c�r� be perrr�an�r�� str�c�ur�s ar car� be d�si�ned t� b� p�r�a�le and rr�c�v� ��o�g as �he work pro�r�s�es, �i�i�lds can �e e�ther �re-mar�ufacture� �r j�b*�uilt ir� �ccordanc� �uit� ���-IA st�ndards, 5. �l-��Rl�l� S1l�T�h+� -�horin� m��r�s � atruc#ure s�c#� �s a r�r�etal ��rdrauli�. rr���h�ni�al �� �Irner �ys#em #�at s�tp�arls t�e si�es of a t�ench an� wi�ich fs d��igned to prevent �ave-ln�, ��rorin� �ys#�ms a�a g�n�ralEy ��rnprise� of cross-#�rac�s, vertica! rails, �uprig�t�j, ho�l�antal rails �wal�s} and�or she�#ir�g. D. MEASUF���UPENT y Tr�nch ctept� is �h� �er�Ec�l rn��s�rem�r�# from the E�p �f �he $�isti�g ground �� the bo#tam a� the pipe or s#ructures. Tha quantJt�+ �f t�enc� s�fe�y systems s�raak be �ased �n the �in�ar #�ot ama�nt af teen�h d�p�h gr�a���� than fiv� ��} �e�t, E. Pf�Yi�+1E�iT - Pa�msr�t shall �e fu�l cornpensal{an ��r sa�ety �ystem desf�n, I�bor, t�o�s, rrkatetiar�, equipmer�# �n� IncEdenEals r�ec�as�ry for ti�� �nskallati�n and removal of trench �afety ays#erx�s_ D- �7 �A�1�T�4F��' �E�V�Ft i�lA�#H�L�� A. ���V�I�AL, The �ns#aElat��M7, replaceme�t, andlar r�habi�itat��n o� sar�itary s��re� �a�Y�oles wil� be re�uired �s ��rown an t�e pians, an��ar as describ�d in �h�se ��o��ial �ar�tra�t �o�umer�#s in a�dition to t4�o�� I�cate� ir� t�e field ar�d iden#�fiad by t�e En�ineer. AI� rr��r�holes s��l[ b� in accor�ance witi� s�ctEons ��-'�� h+faterfa�s for ��r�itafy �ewer Mar�F�oles. 11��ve �a�rlts, ��c., and ��-14 1lauCt an� N1an�o�e �onstruc#ian o� the ��neral �ontra�t Documents and �pecif�ati�ns, �n1ess a�n�r��e� or supars�d�d by re�uirerrter�ts �i th9s Sp�c�al �ondEtia�. 7. ���I�R�T� �OLI..�R�: �o�cre�e col��rs �n+i�f be re��ir�d or� all r�anhales s��c�f�e� as per ���ur� 1 �� . �. WAT��TI�HT G1+�A�1-'���.� Ii��EF�T�; Vtilst�rti�ht g�s€c�� m2�nh�le ins�r#s sh�lj b� install�d �n all sant#ary sewe� rrtanhv�es. Ins�rks sF�all b� cons#rr�cted i� acc�rdance with �ort V1f�r�h Vtilater D�p�r#rrr�r�t �tandar�l E��O-� an� s#��il b� �i#t�d �nd install$d a�c�rdinc� #� #h� �rra���f�ctu�er's r�corr�mendati�r�s. �tainfe�� �teej r�an��fe ir��erts shall �� rey�ieed f�r aEl pipe r���meEers ��" �n� greater. 3, LI�� H�LE�= All lifl �ol�s �t�all t�� pfuggsd with a pre-c�st cortc��te �I�tg. T�e IfFt h�le shaN be �eaF�d or� th� o��srde of th� ma�ho[� with Ram-t��Ec or an apprc�ve� equal osr�� ' S�-� 5 ` P��T � � �PE�IAL ��ND�TI�IV� s��l�n�, Th� ikft f�ole shall b� s��led on tE�� tnside o# �he manf�of� wi#� quic� s�#tin� c��ent gro�#, �, FIhJA� RIII� ��E1f�il���: hllanhoCe rims ir� �arkw�y�, lawns a�d o#h�r improv�� landa shal� be at an e��va#io� no� �r�re th�� �ne ("I� rt�r less thar� on�-half {1!�) �ncl� abov� t9�e a�rrra�,ndin� �rour�d. �a�l�fifl sh�ll pravicte a unifor�n slape fram th� t�p o� manf�ola �ast�ng �or not le�s t�an t#�r�e ��} f�et e�ch directio�r t� existing fini�h gra�le �f th� g��und. 7i�� grac�� o� a!� �urfaces sha�f �� c�s�ke� for �r�per slope anc� �ra�Je �y �tr�ng fining the entire a��a regarde� r��ar tl�e m���o�e_ i�a�E�o�es fn a��� fi�l�ls, �nirnprov�d tan�, �r �rakrr��e �aurses �i�alt be �# an el�v�#ion si��wrr on ti�� draw'retgs or mfnim�rn of � ir�ch�s ab�ve �rad�, �. N��IiVHDL� ���f�R�: A3i lids shall Frave pick slots in laeu o� pici� ho1�s, Manh�l� �ram�s and �o+r�r� sF��H be 11��4Ci�leY, 7�Pe N, wit� in�iente� top �esige�, or equal, uti+i�h pf�k sl��s. �ove�s s�all s�t flush with �h� rlm �� t��e frame and shall hav� no farger tl�an 1lSY �r�cF� �a� b�tw��� the frame an� c��rar. 8ear�ng surfac�s shall #�e m�chir�e finishe�, ���kin� manhoie li�s ar�� frames wil� b� re�tri�t�d �o �ocatian� �ti�in th� 1�Oy��ar floodplain ar�d �r�a� specif��a�liy d�s��nate� on the �lans. ��rta�n te�d D��#i�e €Fon �lsn#�ole I��c�� �r�d �rames ar� a�c��ta�l� far u�e w#�ere laclting li�� are specified, �. �F-IA�l.�1lV ��N� 1�1A�VF�OLES: �i�allaw I�r2�nhole �orrstruc#lo� v��ll be us�d wiien manho�e de�#h �� four {�) f�et or I�ss. �li s�a�law cone m��aholes s�rall be k�uilt rn accorcf�no� +�+ith Fi�ure "k(�5. 1�aC shallaw cone r�'��nholes ahall have � cas� �ron I�d and frame wtt� �kck �tats. E��T�: �uIANM�LE� P�I� �IC�URE �06 'WILL fV07 �E �LL�1N�f], 7_ �9,�NH��,� �T�P�; f�� rrManhol� steps ara ta be irrstallad �n any s�nitary sewer manha�e. 8. ���ERl��t �UR�A�E ��ATii��; �xt�rl�r s�r�acas of all m��h�les sha�l �e c�at�d �vith tw� mo� coa#s of ��ai tar e�axy, FCapge�s "Bitur�astic �uper �e�v��a Black" Tnernec °�4��450 Hea�+y Tneme�col,�� ar ec}ual �o, a r�-�ir�imurr� or �� m��s dryr filrrt thl�Cu�es�. 9. �AhJHOLE JQI�!"C �EA�,��V�: A!I Ir�ter��r artdlor �x�eri�r �oin�s �n concf��e �anl�ala se�ti�ns ��nstruc#ed �or #h� �ity of F�rt V�fo�th V��ter D�partm�r�E, exc�udfn� �n�� th� joi�t� usEn� � tra�p�d typ� performe� ��ri�g �ub�er ga�ket s�all �ec�utre Bit�in�s#ic jo�nt sealants �s per Fi�ure M. Thi� a�aEar�t shall �� �re-f�r�r��d ��d �rowexs�la �k#�r�astEc as m�nufac#ur�c� by }C�nt- �aal, F�am-N��C, E�� �tick, or equal, ihe j�ir�t s�aler sh�il be su��lE��i fn ei�lier exteu�ie�i pipe farm or suit�k��e �ro�s�s�c#ional area ar flat�ta�e an�i ah�li be ���ed as r�commend�d ��r �1�� man�facturer and a�pr��et! �y #he �ngRne�r, Th� j�in# s�aC�r sh�all ae pro#e�ted b� a sutiable ��movak�le wra�pper a�d sl�a�Cl not in a�y v�a� d�p�nd an oxi��tJo�, �v�p�rati�n, �r any ot�er ch�inical action #a� �ikl�er Its a�ih�siv� �r��ert�es �r ca�es�v� s#r��}gt�r. �he J�f�t s�a�er shall rar�a�n tot�l�� f��xi�le wit#�o�t sh�,nkie�g, hardenir�g, or oxidl�ing regae�les� of th� I��yth o� #im� i� is exp�s�d t� t�� ala�ents. Tha manuf�cturer s3��H furr�ish a� a�frdavit a#te�ti�g t� #F�� s�cces�fuE us� of the pr�d�ct �� a pre�f�r��d flexibi� tornt seala�r�� an can�rete �i�e and �r�a�h�le sectEons f�r a perlad af at I�ast fue y�ars, B, �?C��l1Tl�h3: ��a�a� ��-��O P��T D - ����1AL ���V�lTf�l�� I�1�TA��.ATI�fV OF .��1f�T ��AI��VT; �acl� gr�de aclj�s#m�nE r�ng ar�d manl�ol� fr�me shall b� s��led with the �bava-speciFle� m�tterl2�ls, ��I surf�c�s to �e ie� c�h��ct +�+ith tk�e �oin# s�a�a�rt sh�Jl �Oe t�oroughly cieaneci of d�rt, �and, rr�u�, ar �thet ��rei�r� rr�att�r. Tha m�nufa�tt�rer sh�ll a�piy a�rtrner to aGl surfa��s �rEor �� ins�alling �he joint se�lar�t i� ac�o�dan�� +�ilh th� recorr�me�c#atians. The prote�#ive �+ra�p�r shaEl rem�rn o� th� �oi�t sea�ar�t ���ti1 immed�at��p prlvr t� #i�e placem�r�t of #�� �ipe in the trer�cF�. After rem�val o� the prot���ive w�a����r, �he ja�n# se�l��t sl�alf be kept clear�. �r�s#all fr�r�es an� cov�r ov�r rnanhole ��en�ng witl� ��e bo�tarn af th� ring� r�s�€ng on Bitu+r�a�ti� j�int ��aler, �'ram�s �nd gra�e �ir�gs shalE r�st on two {�} row� �ir�si�e ��d out�rd�} �# 8itumasti� joit`Gt s�al�r. �. ��A�I�l� A�1�lOF� ADJU�'TIN� ��I�71�l� NtAh]1��1���: �xcavate {rec�a��uEar fuEl depth saw cut i� in p�ve�ner�t} adfa�er�t #o ##�� manY��le to expose �f�e �r�tire rr�an�o�e frame �r�d a minirnum af 6 ir�ches o� t�e maerhale wal! kaaping th� s�c�es of ��a �reR�h nearly verticaE, F��move ma���le �ra�n� frorn the rnanha[e s�r€�ctu�e� ar�d abserv� #k�e co�diti�n af th� fram� anct grade r�rrgs. Any frame or grad� r�r�g that is not suitabte for us� as d�te�mine� by tri� Errg����r sFralE be repla�ed, �rade tings tt�at are cos�s#ructe� �f bri�k, b�o�1� mat�r�ai� o�k��r th�a� pre-�ast cancrate rings, or �vh�Ee n��ssary a�d ��prove�l fo�+ tJ�� Ee�gine�r, S�13N b� f�f�EB��{i W[k�1 2�71'B�cast �lat#ap se��i�n, Pre,cast �ar�c�e�� r�r�gs, �r a prs-�a�t cancre�e �i�ttop se�t�on v�ill be kh� a�l�r ad�us�rne�#s all�v�r�d. � In bric� �r bl�ck r�ar�hofe�, replace �he �p�e� p�rtiar� of the r�ar�hole �o a}�aint �� fn�l�es below the frarrti�. If #k�e wa1Es �r c��e s�c#i�n b�low kh�s ��ve1 are stru�uralGy unsound, not�fy tl�a Engineer priar �o r��Eac�r��n# o� tl�e gra��e ring� an� rnank���� ftame, �xistir�g iar�ckvuoric� lf d��ll���� b}+ t�� {..'011#��Ck��F sha�l b� r�p]�ced at #�e �or�Eractor's ex�e��se_ +Nire brush m�nk�ofe fra�� �ncf �xposed mar�hole sur#aces �o r�mova dirk �nd loose debrls. �oat �x��sed manhole surt�ces �r,th an ap�r��r�d b�r�ding agar�t followed by an applicatior� vf quic�C �atting hytifa�llc cem�rrt to �r��id� a smaoth waf�cir�g s�rface, If th� �r�si�e drameter �� #l�e ma�h�1� is to� �a�� t� s�fel�+ s��poet new a��u�trraen� rin�� �r �ra�mes, a flat top s�ctic�n s�rail b� instaEled, Joint s�rr�aces between the #rames, adj�stment rings, and cone s�ction shaH b� fr�e of c�irE, �ta�es, d�bris �r�d voids to ensur� a uvat�rkight s�al_ Plac� ifexible gask�t ��int ma�er�al ai�n� the Ir�side �n� outsic�� �dge of ea�h jolnk, �r �use tr�w�la�€e r�aterial ir� lie�a o� �re�fa�med gas��t m�ter'r��. f�osFtion #�� butt join# of each ��ngti� af jo�nt rr��tertal or� op�osita �id�s �f t�e manhoia. 4�o steel s�ims, wa��i, stones, �r �ny mata�ial no� speclf��al�y ac��pt�d by �he �r�gir�eer rrkay #�e u�ed ta obtafn fi�a� s�r#ace efevati�n of t#�� �n�rahaR� frame, ir� paved a��as or f�tur� �av�d areas, casting� siiail be ir�stal€ed �y s�s�ng a s#rai�ht �cfg� not loss �han �er� {� �� f�e� Ion� s� th�at tl�� #op of #17a cas#ing will ca�forrrr to �he slope and fk��sh elev�tion of tl�e paved �u�f�ce_ TF�e to� of i�e cas��n� sF�afl l�� 1J� inch b��aw the ����sh�ed elevatian, �Illa+�ance� �or th� com�r�essEor� of tl�e �o�n� mat�r�al shall �e ��d� #o ��s�rre � pr�p�r fin�l �rade �I�vatiorr, oer���� S�-� � ����r r� � ������� ���v���i��v� �. ��I���EC7 �?(T�F��OR �l1RFA�E�: Alf e�po�ed �xt�rJ�r s�,r�aces si�all b� c�►ate� wit� iv�ro rno� caats �� c��f �ar ep�xy. �to�a�er "Bit�,ma�tic S�p�r �ervice BlackN; Tn�mea ''4�-�5Q F�e�vy �n�meco�", �r equ�l, ta a mfn�r�um of '�� mils �ry filrn thi�kne�s. �. Tf�e exte���� su�fa�� af all pr�-�a�t s�ct�or� �o�n#� s#��al b� #horoughi� cl�aned wit#� a� �+ire f�r�s� a�d ihen wat�rproofed wttl7 a 9!�-inch tJ�ick �o�t of t�owe�al�[e bitu�ras�i� jo�nt s�a�an# #rom 6-�nches b�low to S-irtche� �b�ve ti�� Jo�t�k. Tfne co��ed joint s�a�� tF��n I�� �r►rra#�ed wikh � mrl p�as#ic #� ��o�a�t the seala�n� fr�rr� ciama�e d�ring i�ac�cflFi��g, �. M�A��I�{����N�` �iVp �f��'Nl��}T' 'fhe �ric� b�d for n�w m�nhale installations s�alE wn�l�cl� all labflr, eq�i�m��t, and m�te�i�Js nac�ssa�y ��r �ons�ru�t��n of th� manJ�vJe includt��. b�rt n�t iiml�ed t�, •�air�t s���ln�, iiFt h�le sea�ir�� concreE� �c�llar, rn��rt ar��i ext�ri�r surface coatir�g. Pa�+rner�t sF�al! not inc�udo pav�msr�t r�p�a��ment, wi�ic� if re��ired, shall be �aid ��paratelY- Th� pti�e fo�� f�r fecor��tru�tian of �xisting r��e�hoRe� si�all include a1! la#�o� ec�u�p�ont an+� rrtiateria�� n�cessary f�r cat�s�ru�t�o� �f r�ew ma�hoRe, Ir�cl��ir��, but not �imi��d #o, �xcavat�or�, ba�kfill, dis�osal �f rnat�rials, �oin� sealin�, lift hole sealing �n�i exkerior s��rFace �oatrng. I�a�yment shalf not i�cl�de �avement repla�em�nt, v►thic#� if requFr��l, sl��ll be ��id separateGy. The pr'rc� b€d �ar adju�tir�g ae�dlo� sealfng of e�cisti�g manho�es ��aIG �ncluc�e �il #abar, eq€�i�rnc�nt en[# m�t�ri�ls �ecessarty for a�ij�sting andlor �ea�rng tF�e mar�i�oCe, in�i�d�r�g �ut nat Ilm�ted to, jain# se�ling, kift l�oi� seali�g, a�n� �xteriar ��,r�a�� caatir�g. D- �8 �ANI�AR� ��1N�R ���Vi�E� - Nat Used D� �8 �EA�IQIlA�., �A�.IJAC��, �4h1D ABAN��NNI�iUT DF ��{E�T�NG FA�l�ETIE� Ar�� �emov�l, salvagin� 2�ndlor 2b�ndonment of existin� facilities will �ecesssnly �e re�Ju�red �,s shown or� the piar�s, an�l�r d�s�ribec� En thvs� �p�ci�� �ontra�t Da��rr�er�ts i� ac�di�iar� #� ti�ase tocat�d €n #he field ar�d i�er�#ifi�d by tl�e ������er. Th�s �+orJc �haH be �i�ne in �cc�rc�a�c� witl� S��tian ��-�,5 �al�rag�ng af �1a�er�al and ��-�.7 R�emav�ng Pi�er o€ th� �er�era� �an�rac# D����m��ts and �p�caficat��ns, u�Eess �rrfend��! or s�,pe�se�ec� by �eq�ir�mc�nts o� tM�� �pe�aal �c�r�ditiar�. A. SA�IIA�� OF �3Ci�iIN� WA�'�R �11�i�R A�� h+1�T'ER �3��; �xist�ng w�ter me��r and m�#�r b�x sf�all b� remav�d and r�turr�e�i #o the 1N�t�� De�arkment wareh�use by #�� ��t�tr�ctar itt acc�rdar�c� wlth �ec�ia� ���1.� �alvaging of f��keriaRs. �. �ALV�I�E O� E?CI�TECV� VVATEE� �V9�T�R ��l� �OIV���TE 1�AULT LID: E�cis#�ng w��er rx��tet and c�n��ete vault lid shalJ k� r�rr�ove�f ar�d re��rned to the W�#ef D��ar#mer�t warahause by l�e ��rttrackor in �ccor�ar�ce with �e�t��r� ���1,5 �2�v�g�ng �� M�t�rf�la. Tha �artc�e#e �r�ult shaN be �kernol�shed �n �lace to � poi�# �ot fess #han 1� in�h�es E��fov�r final gra�v. TI�� �ancr�rte v�ulk s��ll t�e� be b�ck�ili�1 �nd com�acked ir� �ccardan�� vu�#h b�ck�ill r�-��#ft�d as specif�d i� ��c�ior� ��-�.8 6�c�C�ill. 8ackf�ll m�terial �h�all be s�i#�ble ex��v�te�i rrra#erial �pprav�d �y �k�� �ngineer�. �urf�c� res�oratian shaRl �� cott����fbGe v�rith �xis#�ng s�,rr��nding surfa�e �nd �rade. n��o�2 . — � S � � � 8- — �1'1�! � � ����ri�� ��JtV�I����� �. ��1L1�A�� �� '��1�T1�1� FIR� wIYDRANTS: �xistin� �ire h�dr�nts sl�afl be removed anc! r�#�r��d to t�e 1+Vate� D�partme�t war�h�use by #ha �ontra�t�r in accardar��e w�t1� �ecti�n ��-'! ,� ��fva�ir�� o# �9���riafs, 'Che v�id sl�al! be bac��lEe� and com��cted ie� acc�rc#an�a w�t#� k�ack�ill meEitioct a� spec�fie� �n �eclfor� ����,9 ���kfikl, B�ckfil� mate�'i�1 s�r�El b$ sui�abEe e�c�avatsd rrta#aeial a�prove� f�y the �r�g�rr�er. Su�-Fa�e r��t�ra#�on sf�all b� comp�t�ble wit� �x�sting sr�rr�u�ding sur�ace ar�d gr�d�. I�, SAL11,��� �� E?(I�71EV� ��1T� 11ALIIE: �x��tin� g�t� v�lve anc� vatve �ox a�d I�d sha�l b� ��en7oved ar�d r�#u�red to #he Weter �epartm�nt wa�rerio��e by the �antractor �n acc�r�lan�,� with �e�tlan ��-�,� �a�v��ing o� hA�teri�ls_ 7t�e v��d area c�used by the valve removak sh�ll bs b��itfill�� ar�d cor��oact�d i�, a��ordanc� wit� backftli m�ih�or� �s specifi�c� in �ect€on ��-�.9 Backfill. Ba�kfill m��eri�k sh�l� be �u€ta�le �xcavate� ma����a� a�peoverf by ti�� ��gin��r. �uefa�� r�s#OCBtiOr1 �h�ll b� C�rT����ibl� �trit�i �7tfStIC1g �urrourldFClg SLfff�Ci3 ��d �fa�e. If ti�e val�re i� ir� a��r�cret� va�lt, t�e vaui� sh�kl be d$mo�E�l�ed �n place Ea a�a�nt n� leas th�n �8" ��law fnal grade. E, A�A�VD�Nh+I��lT �� �?�IST�N� ��4iE 1IAI��1�; �xistir�g g�te �raGv� and ���c I��J �hal1 �e a#�andanad �y f�rs# c�os�ng th� v�lve ta the f�l�y �lo�ed pos�t�on and d�rrtolGsY�tng th� valve b�x in plac� t� a po�nt r�at I+�ss ti��n �8 inc���s below final g�ade. ��ncrete shaEl #F�sn be used as bac�fill mat�rial to ma�ch exis�ir�g ��ade. �'. ABAh1�3QC�iVlEri17 �� ��a�TIN� �A��7�: Vaults �o b� d�r�rolishe� in pl�c� shakl �aue #op s��b �nd lid r�ma�+�d ar�d va�u�t wa[�s cfem�lis�ed �o a po�nt n�t less than 18'" b�low fir�al gr�de, '�E�e vo�d area �aus�d �hal� then be ba�kfillec� a�d campactec� in accord�nae �rrth back�filE metho� as sp�cifisd in ��cE�on ��-�.9 �ack�fl, ��cEcfill m�terial shall be suitable �xc�vated mat��+al ap�rov�d by the Engineer, �u�fa�e rsstora�fon sf�all �e c�rnpatMbXe vuith th� axisting s�rroundir�� �rada. �, A��Ii�D�Nh+�Ef�T �F [1�Af�N�LES: i��n�oles #� be at��nd�nec� ir� p1�ce shall 1�ave a�ll �i��� e�nfe�ir�g or exRtl�g th� strr����e� pGugged wit� lear� �oncreke. Manho[e ta� �� ca�e sectior� shall b� r�rnova� to #he ��� o� th� ��IM �arr�l ciiarrrete� s�ck�on, ar t� ��int not aess than 18 Ir�c�es beCow fina� gra�e. ihe �tructure sfnali #�en t�e b��€cfllo�i a�d �amp�c��c� in acco�dan�e wiEh f�a��Cfill me�hod as s�e�ifi�c# in ��ctian E���.� �ac}cfili. �ac�Cf�ll mats�ial r�a� �a �f#�er clean wasl��� s�n�l of ciean, suitable �x�a�ra#ed m�ter�al a�prave� b}r the �r�girte��. �+�r#a�� res#orat�on sl�a�! be compati�le wi�h ��rrounc�i�g serv�ce suf-fa��, Pa}rr�ar�t �or �nrark Ir�volv�r# rn �ack�illing, p��r�grn� of pip��s} and all �t��r a�puRenances re�urre�, shal� be incl��ed i� tha ��propti�t� bid �#em - A�at��lan �xks�En� �ewer hAanhol�. H. R���1�A� 0� N]ANHOL��: Ma�holes to #�e remov�d shal� #�av� �ll pi�e� en#erir�g or �x��in� tY�e st��rct�rre disc�r��r�cte�, 7�� cfl�r�le#� mani���e� anc[uciir�g kop �� ��n� sectE�n, aCl fufl barrel diama#�r s�cti�n, a�d b�s� sectiar� s�all �e re�ove�i, T#�� ex�ava��or� �h��l then �e bac�filk��i and com�racted ir� ac�ordance witM ba�kflll rnetl�od �s �pecifred Rn �e�#a�� ��-�.� ��ck�ill. S�ckfill rrtateri�l rr�ay �e v�ri#17 Type � Bacic�ill �r T�r�r� B Bac�Cfill, as a�pproved �y kh� �n�ir�ee�, ���a�e r�st��a�ion sh�all �e �omp�#l��e witF� su�r�urtdir�g s�rface. I, �UTTIhl� AND PLL7��C�l� ��CI�TiE�� M�Ii�J�: At varlous fo�2�#ior�� �n #his pra�ect, M� m�� �e r�qufred �� ��t, �lug, and blocl� �xis�l�g wat�r mai�sfservices or sanitary sewer mainsfsetuic�s i�r ar�er ta �bandon ti��s� �in�s. �u�t�r�g anci pl�ggln� exR�tir�g maie�s a��lar s�rvi��s shail �e car�sidera� as in�iden��a a�c� all ��s�s in��trred wili be consi�ter�d to be included �n tk�e I�near fa�t bid pe�ce af #he �ipe. ur�l�ss se��r�ate #rer�cf�ing is r�quir�d. oar��mz S �-'i 9 P�F�� C� � �F�E���� �OIV1��T1�1��� .I, R�I�+l�1�A� �F �xI�T��I� PIR�; 1+Vhere r�mn�ral of ti�� existing pip� �� requ�rad, f� sha�l b� the �o�#rac#nr�s �es��nsi�illty #o p�•op�rly �11s�ose o� all remaved pipe_ Ai� r�mo�ed v�1v�s, �ir� hydr�nts a�ti m�ter b�xes s�a�l be �eEiv�red t� 1+Vat�r I���ar#meRl# FieEd Operation, Sta�ag� Yard. FC. �'�IY�1�NT: P�yr��enk f�r all wo�C� and mat�rial involved in s�l�+a�in�, a�an�onir�� ar�dJor rema��ng existlr�g faciEi��es shal� be in�luc�e� �n #h� I�near foot b��l p�ce �f th� pRpe, �xc�pt as foUo�us= s�parat� payR�ant wFEI b� ma�e �or remova� af all fir� hJrd�an�s, ga�e va�v��, '�� �r��� and ie�g�r, �I�d S�riJt�ry seV�rer manhof�s, ragardless �F �oc�ti�n. P��rr���n� vufl! �� made far salvaging, aband�na�rg �nd�or r��nvv�n� al! oth�� exist�ng fa�ll�ti�s when said �acil�Ey is not +��i�g re�Ea��d in the sam� trer��h �I.e.. when rem�val raquir�s a s�p�rate trench), L. �BAND�td�lE�l` OF �X��TI�i.0 �E1N��t LlI�E�; 11Vhere pla�r�� r�ll for ab�ndor�m�nt of �xisting sewer rnains aft�r tt�� car�stru�t�or� of a new s�wer main, the �ontra�t�r shaik �e responsi�le ��r �11 ins��ction of 'I���b �# #hv e�cEs�ing sawer rnain ta #�� a��r��iar�e� to rnake a�nal aCeter�ninaiio�3 t�rat a�li �xisti�� ser�i�e ��r�rre�t�ar�s �av� b��r� reloc���d ta th� r�aw main, O�c.� ti�[s d�terr�ina#ion has be�n rnade, #he �xisting .��fn will be �bando�r�c� as ind��a#�d a�bove En I#�n� I. D- �Q �ET��TAB�E �V�4�tN1�1� TAPE� D�t�ctabl� u��l�r�roun� u#�I�ty w�m3r�g ����s �+i�ich car� k�e fo�a#ed f�om #l�e sur#ace b�r a�ip� de#ector sha�l l�� fr�s���l��r� �#����#i�+ �k�ove �tot��met�lli� waker �nd sanita�y sewer pip�. ihe d�tecta#�!e t��ae s#�al� #�e "�ei��t T�pe" man�fact�red by AIlen uyst�rns, In�. or a�prov�d er��af, and sh�ll cor�sist of a minim�rn thickr��s� �.,�� mifs solid aluminurr� �vif encasad in a prate�t�ve ir�er# pkastic �a�ke# that fs �r��per�rio�rs ta ali 1tr��wn alltalis, acids, �i���rric�l rea�eflts �n� ��fv��ts f�und ie� tf�e svil, The rr�inirr�u�n ove�a�l #l�ic�r�e�s af ##�� tape s#�all be �.� miE�. a�d #�e wi�th sh�ll r�ot �� less i�har� two in�hes wifh a min�mN.�r� �nit w�ight of �r� pou��sl� inch!'E0�', The tap� sE��,�l b� color code�l and irr�prfnted wk#h the message as fo1la+r�rs; T�r�e of�fl�N���+ ��t6r Color C�d� ��fety �lu� �epe��s �sut€on� Burl�d V���er l.ir�� Bafaw �ewer ��#e#�r �roen �au�ionl B�ried �ewer �.€n� 8elpw Instali�t��r� of �e#�ck�k�Ce t�p�s �l�all be �er mart�fac#urer's re��mmendations a�d shal� bp as �iase t� #Me grade �s is prac#ical for optimurn protection and detectafi�iHt�r. �iCow a rrtiinirrti�rn �f �8 in�hes b�t�+e�n l�a tape �nd #�� p3pe. Payrn�rrt f�r work suc#� as 1�ac�Cf�ll, b�dciir�g, t�l��l�ing, de�e�l�able �ap�s, ar�d �II other a�soc€ated ��purterrar��ea r�q�frad sl�a�l b� ir���udad in #he un�t pri�e b�d for th� appropriate b�d i#em�s}, D� 3� �IP� CL�A�1fNG JarnEs sl��lf be wip�d ar�d khen �nspe�t�d f�r pr�paE i�st�liakion �y tF�e ir�s��tors. E�c� �arnt shal� be swept d�ily �n� kcepk cfe�r� �1�ring instalf�t€or�. A tem�or��'y rt�gl3t pl�g �li�ll f�� fnstalt�d on a�l exposed pipe ��rfs d�,e'rng �n�r per�od �f work st�pp�„��. i�� 3� bISP��10.L OF SPOIL�FIL�, MJs1�RlA�. ��or to #h� disposing of a�� sp�ii�fi�� rna�terial, the �ontr�ctor s�rall �dvf�e tl�� Dire�tar �� �ngine�r�nc� �epartment, ac#1ng as �Iti� �ify oF �or# I�Vorih'� FCa�d Pla�n �drn�n�strat�r �er,�,�o� S�-�0 - _ PAt�T �] - �P����L ����3i�l�i�� ("Admin��trator"), of t�� locat�on �f $Il si�e� wF�er� the ��ntractor inter�d� #o dispose o� s�ach ma#erFa�. ��ntrac#or �ha€I r�ot dispose �F s+��h rr�aterfa� ur��il the �ra�osed s�tes h�ue �een �ote�min�d �a�r t€�� �dman�s#rator to m��t #i�e r�a���r�m�n�� of the Flood P�ain �r�iirt�nces af th� �i�y a� Fort 11Vorth (��d�r�ance f�o. ��O�S�, P�II c�isp�sal sites mus# be approvec� ��+ tl�e Adrnin€stratvr to en�ure #hat fllHng Ms r�at �ccu�ring within a�fEo�dpl�in wi�hout ��errni�_ A fi�oadp��ln p�r�ri€t �an t�e assue�f up�n ap�rov�l af n�c�ssa�y Engine�rin� st�d�es, t�o f�il permit is requir�d if d�spos�J s�te� are r�ot in a�IaodpRa'rn. App�oval �# #h+� ��ntractor's disp�sal s�fes s�all be �videflc�d by � I�#ter �i�r�eti by the �dmin�stratar st�ting tk�at tt�e siie is r��� 1n a��own �3oor1 pla�n or by a F�ood I��ain ���I Permi# aukhari��n� fill wit�+in t}�re �€o�d �lain. An�r exp��sa� �s��clated wit� �btair�ing the #i�l permit, in�C�ding any r�ecess�ry �ngin��rir�g st��I��sF ��aU be at #fi�� �or�tracto�'s ex��r�se. In ti�e even# #[��t th� �ontrac�or dis�ase� af s�oillf�ll materiaM at a sit� uviti�aut a fill per�nli or a le##�r f�om #E�� �tlrr�i�isfraEor �p�ravkn� the dis�osaC s�te, �pa� nati�c�t�on by �h� D�r�ctor �� �ngin�ee�rr� Dep��rr��r��, ���trac#or shaGl rernov� #!�e �poil��f! rrtate�ial �# it� �xpens� an� dis�os� of suc#� mate�lals in ac�ordanca witfi� tha �rdlnan��s �f #�e �kt�r anc� th�s s�c#ior�. U- 33 M���i�lNl�� �►ND MATERI�I��UI�N'� �I��1 Th�� �o�t�actor �hakl �e r�q�ir�d ta �xecuf�a a r�keas� of r�ec}�anics ar�d mateeiaE rr�er�'s lier�� �pon r�ceipt of payer�er�t, D- 34 SUB�T�"ff�71�#J� T#�� s�ecRficat��r�� for rr3atera�ks set o�t th� rnir�ir�u�n standard a� q�alit�, which #�� ��t�r ��I�eves r�ecessary to pra�ure � sa��sfa�tory {�roje�t, �lo s�l�s�lt�,tian� will b$ �e�m�tt�d un�il the �on#ra���r h�s r�ceiv�d v��i�ter� psrmf�sl�n oP #ha En�ir�eer #� maice � substitutlan �or t�� rrtatenalr v��fch has be�n specifJe�, 1+'�i��re #h� t�rt�n "or equal". ar "�r �pprov�c� ec}u�E" �s �sed, Et fs �nc�erst�od #C�at if ��atertal, produc#. ar pjace of equGprner�k bearir�g ihe �ame so use� is #'�er�ist��d, it vuill be appr�vab�e. �s #h� }�ar#l�u�ar frade nar�te was used for the purposs of a�tabl��hir�g a star�c�ae� o� ��a�it�+ accep#ahi� �o ##�e �it�, lf a�ra��ct of any a#her �arn� is pr�p�se� for u�e. th� �ngfn�er'� approval #hereaf mus� #�e �4�tarMed l��for� th� ��ntra�t�r procure� k�re �raposed su��#itut�, VVh�r� the t�rrr� "or e��ai", ar "ar approved ��u�l" is not used in the spec3ficat�ons, th�s do�s i�tot neces�a�iiy excl�de altemat��re iterns or mateiGal or equtpm�rrt u�+�31ah ma� a�camplEsk� �he rn�er���� purpose, �iowev�r, tC�e �or�#r�,�tar sh�l1 I�ave #h� Fu11 res�o�rsib�l�ty of provin� �hat ��I�c� p�oposeci ����#��ution �s, in fact, e�u�l, and the �nginee�, as �h� r�preser#�tive o� tf�e �iky, �hall ba t#�e s�le �udg� af the �c�eptabili�y �f substit�tiana. 7k�� provFsrons of #hrs sub,�ect�on a� �lated to "suhs#it�tions° shall k�� ap�lic�ble �o al[ s��ti�ns of �hese s�ecificati�n�, D- �� PRE-��NSTRU��`���i �`ELf111�[�I� IfVSPE��l�1� �F �A�ll`��4F�Y ��1NER - i�a� Used �- �fi 1C�#�U�1M T��TINC �� 9�l�VIT�IRIf ��UV�R i�ftIANH01��� A. ��kV�R,�L.= ThEs ft�m �ha�a� gav�rn the va���aum test€ng of al� newl� constructed s��itary sew�r mar�€��les. B. �?�E�UTI�f�; 1. TE�T PRO��DUF��: ��nh�les shaEl be vacuum test�d pri�r t� an�r Ir�te�iar graut€n� witF� alE ��r�E���k�or7s �n pEa�e. Li�# �ol�a shall b� piugged, 2�r�d all d���-conr�ect�ans �nd gas s�af�r�g �or�nectior�s ��aJl be inst�l��d pri�r to testkng. ���ro� S�-2'I �P��T D - ��E��1�1L ��}IVDITI�iV� The sew�f lir��s �ntering t�e man�a�� sktafl �a p��gge€� a�nd �race�# to pr�v�n� th� �I�gs frorrt being dr�wr� into tk�e manhafe. �he plu�� sha�l be ir��talled irt #h� lfn�s bey�r�d t�a drop-connec�ior�s, gas s�affn� corrr��ctiar�s, �tc. �`�e te�t C�ead shaii be �la�e� insid� the f�•ame �t #h� top of tF�� m�n�al� and i�fiated in acco�d�n�e u+fti� �E�e mar�ufactur��s recomm�n�a�iar�s_ A vac�ur� a� t�n i�rc#�e� of rr�e�curY �'Ep"H�} �halJ �e c�rawr� �r�d the �a��um p�r�p v�r�l! b� turned ot#. 1Nit1ti tt�� �ra�v� cfosed, #he level af v�euurn sfiall t� read afker th� re��ir�d tes� t�m�. The req�it�ed ��st E�rne sh�l� b� c#ote�mir�ed from the T�b�e I bel�w in accor�ance with A�TI�+1 �1��448�; , Taf�le I V�Ih1�141�1�N1 �IlMfi� R��1.11R�� ��R 11A�UiJIMf� DFt�I� oF �°" H� {90"Hg - 9"Hg1 �5��� C)ep#h of A+iH, �$-�n�h �li�, ��-Chch �]ia, {�i`.} �9anhol� �ll�n�ole 0 to 1�" �0 sec. �� se�. ��' �� �ec, �J s��. �Q' b0 sec, 65 s�c, 22' �5 �e�. 7� �ec. �4' S9 se�. 78 s��. �6' �4 �e�. 8� �ec, �8` 69 se�. �1 se�. 3�' 7'4 sec. 98 ��c. �or Eacl� � sec, � s��. f�dditional �" �. ,4���P�Af���: Tf7� r��nk�al� �ha�! #�� �ansid�r�r1 ac��ptabl�, if #he drop �r� tl�e lev�a of v2����m is l�ss t��an one��nch nf inerc�ry (�i�� �i9) aft�r the r�qt�ir�d test time. �rt� rrrar��ole, whi�#� f�il� #a pa��s #h� i�ill�] tes#, musi be re���rad L�� either �re�sura �ro�ti�g thr�tagh the m�n�tol� wall �r di��ing to e�rpos� ti�� �xter�or v�+aCl of t�� rrwanhaie �rr arde� to k�c�te �he lea�s ano s��l ik �i#I� an epox� seai�nt_ Th�r rnanhole sh�li be r�t�sked �s deacfG�ed a�ov� �rr�t�l it fn�� ��+cc��sfu1M� pas�e� fhe test. ��Ikowing c�Mnp��tian �f ��ucc�ss�u� �es�, t�e rr�an��le sl�all f�� rest�r�d to its n�rm�l cond�tio�r �!� #�Nr�pora�� plug� shall be r�rr�c�v�d, all b��ces, eq«�prnentF �Rd C�eb�ls Sh�l� be removed and dl��ose� af ]e� a manr��r sati�fa�t�ry k� th� ���in��r. �. PAYM��1T: P�yr��r�t #ar �rac�urrt testin� of sani�ary sc�wer m�n#�a�as shall t�e �a�ad at �h� car�t�ac� prlc� p�r e�c:h +�a�uurr� tesr. Th3� pr�oe eh�ll ir�c�ude all �nate�kal, labor, equiprr�er�t, �r��i a�ll ir�ad�nta�s, irs�3ud�r�g aJf b}rpass p�r�ping, r��uired t� corn�l�t� tk�� tes# as s�e�if�d he r�� n. L�- ��' BYI�I�I�S F'[114�PIIV� The C�r�#ra�tor sh�ll b�rpa�s the �ev���� a�r�urrd #Itis s�c#ion or s�c��or�s �� s$�a+er to be E�#�a�lE�fated �r�dlar rep�a�ed. 7he i�y�ass shall be made by� pfugging �x�sting upst�aam rrwan�ole �nc� pum�in� the �rwa�� ir�t� a dawnst��am m�nhofe or adja��r�# system or at�er m�thad �s rxtay b� approv�d �}r the �n�ine�r. Th� p�rr�p �nd bpp��s �ines sh�.Cl be of �dequate capaci�y ar�d �i�e t� h�ri�[!� th� fl�w wit�rouk s��r,+a�� ba�kup occurri�� tv �acili#i�s oor�ne��ecf #o �a�2�,oz � S C��2 ���� � - ����i�� ���v���r���v� tC�e ��war. Provisior�s sF�afl be m�de ak driv�vuays �nc� street �r�ssin�s #� ��rmlt �af� v�i�icu�ar teav�� witi�o�t it�te�rt��tin� �low ir� th� t����ss ��+ster�_ lJr�dar r�o circumst2�r�c�� wiCl tk�c� C�nteac�or �� �errnitt�d t� dls�harg� sewage €r�to #he �re�ches, �'�yntent sh�ll b� �ncid�ntal ta re��bili#a#��n or re�face�nent of �he sev�er Ilne, D- �8 POST-��N�TR�ICTI��1 TELE1�f�I�N Ih1�P��T�QN DF SA�117"AF��f ��UV�I� - hl�# �.f$�� D- 38 BAMPL�S �4hfD QllA�.�'FY �C}fVT�2�l. T��TI�i� !�. The �on#rac�or �h�11 #urnl�J�, a� €t� awn e�cpense, cerki�Ec�#ior�s b�r a prl+lake labor�tary for a�l m��eri��s proposed tv �e us�d ar� �h� pra�ec�, �nclud�r�g a mix c�e�ign �or ar�p asp�r�l#�e ar�d��r F"oN�#la�d cem�nt co�cre#e #o a� use�, �n� gfad�ti�n ar�alysE� fo� san� anci �rush�� s�or�e #o b� �sed a�long wvith tha name of tF�e pi� fr�� w�ich tF�e ma#erial w�s taken. Th� car�tract�r sl3all prou�id� �x�ar��rf�ctu�er's cerk�ficatfons for all rna�u�actured i#��s #� b� used in #fi�e �roject a�d will b�ar ar�y �x�a�s� re�ate� ��eret�, B_ 7ests af Et�e d���gr� con�rete rr�ix �[�aEl b� mas�e by ta�e cor�t�act�r's labor�#�ry at laaat r�fn� da�s �r'ror to the placlr�g of car�cr�t� us�n� th� same ag�r�gate, cem�nt, �r�� morta�r w�ich ��+� #o b� u��d �at�r fr� #he �oncret�. The ��n��actor shall provi�� a�ertified cop�r af �he tesl r�su�#� to t�e �I#y, �. Qu�fity c�r�trol t�sting af in�plac� r�aterial o� #�E� proj�ct wili #�e p�rforrrted #�+ #fi�� �ity �t kts O+h�J1 ���JEr1S�, f�r1y r�#��tln� re[{UF�e� �� a result of iai�ure af th� m�t���aC to �neet {�rajec� spe�ifi��ti�ns wilJ be a# the �xp�e�se of �he cor�tra�t�r a�� will �� krilled a# comme�cial rates as dat�rmined by the �it}r. T#�e �ai1��� �f the �'rty to make arry t�sts af ma�erials sl�all ir� rt� wa�r r�liav� tk�e �an#ractvr of its responsR�a9lit�r #o fur�Fsh m�t�ria�i� �nd �quip�ent con�orrning �v the requir�ment� �� �t�e cor�tract, D. EVat le�s tl��� �� kfo�rs e�o��ce sh�ll b� p�ovkded t� t�e ��t� by t�e �on#ra�#or for �per�#]or�s� requ�ri�g tes�wn�. T�e �ontr�ctor sh��k prs�u�d� acc��s ��d teen�h s�fety ���#em �if f��Wif6�� fOf �}�l� 51�6 �Q �� �f:5t�t�, 2�nd an�+ w�rk effort ir�valv��i i� devme�l to b� included in the ur��f pr1c� for t�� iterr� b�ing teste�, E. The �antractor sha11 �ro�+id� � c�py of �€�� �ri{� ���ket far each loa� r,f fill mat�raal �1�IIv�r�d to #he jo� s�k�. �'i�e �i�k�t s#��11 speclf�r t�e r��m� �# #�1e pit su�piy�ng t#�e fi�! mate�ral. D- 40 TENIFORARY E�O�l�Id, �EDI14��fdT, �4N� WAT��2 �OLL.UTIOh! ��[VTF�DI� A. f����I�IW���P�: �his item shall ��nsist of tem�orafy s�iF �°fOSEQII ���IIC17$I"I� an� vuat�r �ollutio�t contr�l rneasures c}eemed nec�ssary by t�1e En�ir�e�r for th� d�ration of th� cont�acf. The�e coi�tro! t�e�s�r�s �hal1 at no tirr�e b� us�d �s a substEt�te FC�� th� perrnane�t cor�kro� r��asuees ur���ss ofh��v�se dir�c�ed �y� #�e ��g1r���r and �I��y s�all r�at Incl�,de r�easure� tak�� b�r t�� G�N'��A�TOR ta c�r�tral cor�ditians crea#ed b�r hGs corrstr�,ct�on aperat'ron�. T�e teFr��orary measur�s shall includ� dlk�s, �1ams, berms, sedir�ent ba�in�, fila�� mats, Jut� n�tling, #�mp�rary se�ding, strav�r �r�ulch, asphal# rrr�lch, pl�stic �iner�, r�,bble iiners, bale�-ha�r retard�, dike�, sl�pe cfrain� and atY�er �evi���. �, �C}fV�TRIJ�TI��I F�Ef�C�iRE�IE{V"C�: �"E�e ��g�nee� F��s #�e au#h�ri�y to c�e�ne ero�li�a� ea�#h and tl�a a�t�rariiy to ff�rri� �he �urfac� area o� ero�ible���rth ma���€al exp�s�d b�r prepa�in� rigi�t-�f-wa�r, cGear�ng ar�cf gru�bing, i�e sUrfac� �f�� �f �fOd113CB�e�r#h �T1a��r181 expas�d �y e�c��vakic�n. borrow ar�d to ��r�ct the ��IV�`I�A�T�R #o pra�ride temparary �a[lution-�ar�#r�l rr�eas�r�es ta �r��en� ��r�tatnir�ation o# ad�a�vr�t �tf�afins, o�l��r vuat�r �ou�ses, 3alces, gonds or �tft�� areas �f uvater impo�nd��e�t. �t�cl� wark ma� ir�volve ti�� aerr�ro� S C-2$ PAF��` D - ��E�1�L ���1DIT��1�� cvn���r��tion ot #ampor�ry be�s, ttil��s, darn�, s�dim�r�� k�asins, sko�e drair�s anc[ trse �f terrEpora�y rrtiu�ch�s, r�ats, se�dfng, or �th�r co�trol devi�es �t �net�r�ds c�irected I�� ihe �ngine�r as ne��ssary �o ca�rtr�� s�i� e�as�o�. Temparary poli�ftlan-�on#rol m�aswres s�t�fl be us�d t� pr�vent +�r �orr��# erosi�n �liat rr�ay �fevelap duri�� con�tr��tion prio� t� inst�flation of p�r��ar���t p�li+�l��n cor�trat f��t�res, bu� �re r�at assn�iat�c! wikt� perman��rt ��r�tra� features on kf�e pr�ject, 7�� E���ne�r w�ll ffrra�t the �r�ra of �repari�� �rght�o#-u+a�, ci��rtr�g �r�d gru#�bing, �xcav�tiori �r�� �orf�w #a be pr�por#to�al ta t�tie ���Vl'RA�7o1�'� �ap�biliky and p��gr�s� i� Jteepie�g tF�e fRr�ish t�r�dle�g, rnulcF�ing, seedir�g, and other� s��h �eTmar�er�k p�Rlut�o�-can#r�! rneas�r�s current �n ac�ord�r�c� wit� the ac��pied �c#�e��le. S�auld se�s�r�al �or�rlitior�s rr�ake su�h limitations ue�r��list'rc, t�mp�rary so��-�erasio�-cor�tt�l measures �hall b� ��rf�rrr�e� as ctifect�d b�r l�� �ngir�eer, '�. 1�V2�sk� or tf�sposai ��e�s an�f can�t���tivr� �oa�s sha�l be I�ca��� �r�d cor�stru�t�d in a rnanrre�' t��� wFll mrr�irni�e #he �mount o# se�ifner�t e��e�fng str�arr7s. �. INh�n work �r��� or €rraker€�I sour�es 2�e� ��c2���d in or �d���er�t to I�v� str��r�s, such �r��� sha�l b� s�parated �rom Ehe str�art� by� � dlk� or c�ther barri�r #� �C��{� se�rrr�er�t fr�m en��rir�g � fl�wEn� stre�rn. �are s�all L�� �ake� durin� t�re canstructi�n and remo�,aC of s�cM I��rri�rs t� m�ni�nlze #h� muc�d7rir�� �� a�kream. 3. A�l wat�r�r��+s sl��I! �e c�eared as s�on �s pra�ticabJ� o� fa��e wor�C. piling, �le�ris ar o�F�er obstr�ctio�t� }�laced d�rir�g cans#��c�i�n op�ratior�s t��k are e��t a p�rt of t#�� �inlshed w�rk, �. T�e �v�tracta� sh�lf kake su��3�nt �reca�ki�ns tv pr�v�nt �allu�ror� o# st�e�rns, iakes �r�d �es�tvar� wi#�i ftiels, �Els, bitumen, calcium �hfor�de vr at��r harm�ul ma�erta�s. He s�all �and�ct and sc��ciufe his v����kioe�s so �s #o �vo�� o� �nir�imi�e �iltatEon of str�2�rr�s, 12�C[es and reservoirs an�€ ta avo�d �nta�`ference wit� �no�r�mar�t af migr�tary fish. �. ME�I�UR�V1+1�f�T A�JD Pfi�YM�hdT: �41J work, n��t+�tia�� anrJ �qulpme�t ne��ss�ry to �r���de ternp�rary ����kon cori#�ol s#�all b� car�s�dered subsic#Eary tn th�e co�traat anc� n� exk� �a� will be gfven far this wor�. �� �A? I'h��RE�� I�ND E�RE��J���TRU��I�l� �f A����S 70 DRI11E� Th� ��ntractor sl��ll p�•ovi�e ingress artd e�T$ss to th� prope�ty beir�g cr�s�e� �� #ft�s constructin� ar��# adja�ent �ro�e�ty wF�e�7 constru�ti�n Is r�ot in progress and at night, [3r�ves shaH �� �ef� ac�essib�� �t night, or� w�ekends, ar�d cfurir�� holi�la�s. T�e �ontractor st�a�l �on���t F�is a��ivikG�s #a m�nimiz� �f�st��t'ror� af aocess ta dri�es �r�d prop�r#�r dutir�� tha p�ogress �f �orrstr��ti�n. N��ific�ti�n s�all be rn�de #o a� �wr��f �ri�r ta his dri�+ew�y be�ng rem��red ar�c���r re�ullt. o- �� PR�TECTIQN �F TR�E�, ���ru�� ��� soi� A�I #ra��rty ala�g a���t a�f�acen� ta ih� �ontra�kors' aperatR�ns [�cl�ding lavve�s, yards, s#�r�rb�s� #�e�s, etc., sl�al� �e pr�s�rv�d nt res��red a�t�r �arr�}�fetia�T �� #he �vork, to a�ondikior� e��a! �� or �ett��' #�an �xist�� �ri�r t� s#�rt of w�rk_ �1r�y tre�s �r o#I�er lar�ds�a�e f�atures sca�-�d o� c�a�na��d b� t�e �o�#ra�tor`s oper�ti�ns sh�l� be ��stor�d ar rapaaced �t the �on�r�ctor's �xper�se. Trirr�m�ng or �rur�in� i� f���r���#e #he w�el� w�1C be �erm�#t��! or��� by sxpt����nce� w�rl�rnen i� an a�proved �ar�ner (No #�imrr�ang ar prt�nih� w��hau� �he �ro�erty ownafs' cansea�t), l�r�r�et� firtnbs �� 9" diarr3et�r o� 3�rgar �hall be �hor�u�hC�+ treat�d as sa�n as passi�f� wGti� a tre� wa�ncf dressing, �a���a� — S�-��� � ���� � - s������. �o�v���'ior�s p- �3 SIT� RES7DRATIOhi �he contracto� sf}�il b� r�s�o�sibae for res#arir�g t�� s�#e #o o�i�inal gr�de and c�ndkti�n after �om��etiar� of �is �p�r�tians sub�ec� to appr�val of the �ng�neef. The #�as�s for apptov�� b� th� Engin�er wll� be grad� res���ation #o p�us m�nus �r�e�t�r�th (�,1} of a��o#. D� 4� �1TY �F F�i�� W�RTH BTAhfDAF�b PR��U�T �1�7 Prapased pra�ucts �u�miited ir� #F�e bi� do�u�n�r�#s m�+st app�ar irt th� la#est "�itp of Fc�rt Wor#� �tar�da�d Pra�uct List, #OC t�� �]id #O b� C��kGi�l�red respon5ive. F'rodlsGtS ��fd prOC6ss�S IiB�+�d ir� #he "�ity �f FarE UVor�h �#anda�d Prod�tct Li�t sk�al� b� car��idated to me�# �ity of ��rt 1NorEh r11ir�lF73�1� ����11���1 fSqUir�111�r�ts. p- �� T�P�Q�L, �ODDING, SE�DIN� & �-IYbR�MUI.��-IIhIf'a �his ik�m shal� I�e per��rr��ed ir� acca�dar��� �+iti� t�� �ity oT Foet W�r#h I�arks �nd �arrwmunity Serv�c�� D��aarkmant �peclfi�ati�ns for To�s�lE, �nd��n� and �se�i��. � , 'f'DF'��f L D���F���TI��i: TE��s ;t�tn will cor�si�� of �urnishing a�� �Ea��r�g ��+r�i�-num af six {�� ir�ch�s of t�pso��, fr�e frarn r�ck a�zd farai�n rr�ateria�, �n a�l parkways and med�ans to ti�e lir��s �nd gr�de� as estak�fishad by th� �ngir���r. �O�V�TRLf�TI�N k��i"HQD�: Tops�ii �+ill be s�c+�red fror� i�arrow so�r�es as re+�uired ta �Uf}�i�i[1F�fl� �71���f�2N 5��13��d �k'Of'f1 S�C�2� E�4G�V�}[OR. All $xcavate� rr��terMaGs from st�•eets whick� is s�,i#af��e f�r topsail wil� �ae �sed in the parkwa�rs �rtd m�diarrs b�faf� a��y to�soil is abtajned frorr� ��a�row source. �op�,�Gl materiai �ecured f��m �t�e�t exc�vatia�t shal� �e �t��kpil�d �,t a�ca�ion� a�prov�� �� ��� �n��ne�r, and st c�mpi�t�or� of gra�cfing ar�ci �aavir�g operata�ns, topsail s�ar! b� ����ed an par�w�y aeeas so a� to provid� a mEnimum s�x {8) fn�h�� of cam�acted d�ptF� �� topsai! parkw��rs. �_ SO�DCNG �C��RI�TI�l�; �o�d�ng wkll cans€st �f #urn�s�ing �n� pJar�#ing Berrn��a, 8uffalo or �t. Aug�astir�� grass rn #t�e are�� �e#w��n ##�� cur#s and walks, �n t�rraces, It1 kT7eCik�� B�rIpS, oe� erriba��rr}�r�ts or cut s�o��s, �r in s��h ar�as a� de�€gnat��l an the Dra+�ings and in ac�ordance wit€� the r�a�uirem��ts of this �pecGficatior�, Recarn�endsd Buffa�a �rass vari��les for s�ddkng 2�re Frairie and ��9, MATERIAL�: . Sod sh�1� �onsist �t I�ve and growir�� �errr7uc�a, 8uf�alo ar �t. �u��stin� �rass sec�re� �rom s�ur�es wher� the soil Es �e�kil�. �ad t� f�e plac�d d�ring �he dofmant st�#� o� t�ese grass�s si���f b� aliv� a�,d acceptable. Be�muda ar�d BufFafo grass sod �h�ll hav� a hea�t�}, v��ile raot sys�e�n �f d�r+s�, thi��C�� �7t2�lted r��t� thf�ughouf � two {�} in�h r�in�rn�r� �F�ickn�ss of r�a#ive sofl a#�acF�e� to �he roo#s, �t, Au�us�Er�e gra�s sod shall have a heaEth�. viril� r�at s�rs�em �f dens�. t�ickCy matt�d raats tf�raughouk a� a�e (�j inch rn'tnamum thicftn�ss of nattve �oil a#tach��� to ti�� raots. T#�e sad sh�ll l�e �r��c f�am o�nox�ot�s v�+eecfs �r otF�e�' gr�ases and sh�ll not c�nta�� �ny m��ker deaet�rlaus to its gr�wt#� or u��rch m+�ht affect its sufo�iste.nce �r f�ardin�ss when tfans�alan�et�. ��d ko i�� �€��ec� �aetvu�en curb ant� w�lk artd on #err��es �Y��II b� ti�e sam$ typ� grass as ad�acer�# �r�ss or existir�g �awn_ o��v�2 ��-�5 �'��T D - �F�E���l� ���1DITIf�IV� ' �ar� shalJ b� fa�€en a� all #ime� �o retaan ��t�v� s�El �n tl7e raoks of th�e so� d�r€ng the p�ocess of �x�avatGng, ha�+�ing. and ���r�ting, �ad ma�erp�f �hali be kep# molst ���rx� #he titr�e it �� d�g urr#II �tarr#ed, 1Nh�n so cfir�c��d foy tl�e Eng�n�er, t�� sod e�isti�g at the s�urc� s���E be v�r�tered #� ti�e ext��# �eq�ire�# prior ta �x�avatin�, ��at� mateM�ial s�alN be �I�nted with�in thtee d��� �#t�r it is �xcavat�d. ���1�TRU�TI�f� Nl�l"H���: A#ter tF�e designatec# a���as have be�n ��r�r�le#et! to tE�e lines, gr�d�s, and cross-sectior�s sho�rr an the �ra��i�gs and a� pravid�d for in oti�er i�ems of t�e contrac#; sodd�ng o� tFre ty�e s�eci�ed �hall b� perform�d �r� accardance wifh #ha requ�rements her�inaft�� d�s�ri�e�i. �a�d�n� shall be eit�er '"spot" or "i�l�cic°; ef#t�e{ Bermuda, �uff�Ea or �t. A�gust�e�e grass. 2�. ��ot �odtiing F�rrow� par��lei �o tl�� c�r� line ar s���v��fk I�nes, twe�v� �92� i�ches �n c��t�rs or to t}�e �lirr�er��iar�� sha��+r� or� f�� br�wir�gs, shall h� o��ned on areas t� b� s�dc��d. !n all f�rrows, so� a��roxim�te�� #hree {�} incl�es squ�re s#�ait k�e plac�d ot� tv►+eive ('I�� Jr�cl� ��nters at ��op�r �epth sv tl��� th� top of th� sad s��ll not be mo� t�a� or�e-h�lf (�1�� inch below #he �r�isr�d �rad�. Ho�es af ec��wv�lent d�pth and sp�cir�g �na�+ be �ased instead of f�,rrov�+s, The soil sE�all b� firm ar�und ea�k� bl��kc ar�d #hen ti�� enti�e s�c�ded ar�a s�all be �ar�f�l�y �o�led �r�th a he�vy, �r�nd r�li�r d�velopirrg fi�t�an (�5) #o #w$n�y_ flve {��� pour�ds p�r sq�are i�c� camp�ession, Har�c� ta�n�ing �nay b� r�q�ired �r� terr�ces, �_ Block Sodd€n�, �At lo�ations an it�� Dr�vuirt�� or +�rhare dlrected, s�d b�ocics s��J� be carefull�r paa��d on th� �re�ar�d areas. Tt�� �od shall b� s� p�a��d t�at ##�e enti�� �es�gna#�� a��� sh�l� �e cov�red, �n�l ar�y vo��� [�fk ln t�e bio�Et sa�dfn� e���l b� f�l�ed +�ri#I� �dtSitRor��l sod �nd karrap��, The �r�tir� eactded a�e� st�all b� ralled and #am�e� to fa�m a th�ra��hfy com�ect �ol�d mass. ��,rfa�es of bl�ck sad, w#7ich, En �he o�inian af �he �ngine�r. may slicte du� to th� h�ight �r slage of �he surF��e ar na#ure of �he sail. shall,. upon dlr��tion af #he �ngin�er, be p��g�� with v�+�oder� pe�s driv��i throug#� �he sod biock ta ih� fi�m e�rt�r, �uf��crer�ily clos� �o ho�ci the blocJc sod f�rrr�ly �n p��ce. Whan n���ssary, �he soddod areas �hall be smooth�d aft�r p�ar��i�g has t�een carnpl�ted a��! shaped to cvr�forrn to the cros��sectiah �revi�usly pravided ��d ��cistin� at the k�me �oddRng �p�rattor�s were. �e�un, �r�y ��ccess daet trorti-r �fanking ���rati�ns sk�all �e s�rea�l �aR�i�ormly �ver tha a��ac�n# �reas o� ,d�sp�s�d �f as t�i��ted by t#�e �rrgir�eer so i�at ���e compG�t�d s�rf�c� w�ll �r�sent � s�gl�tly appearar��e. T�e sotld�d are�s shall b� th�ro�ghry w�teT�d im�nediate�y aft+�� tF��y aTe plar�ted ��d shafl be s�bseq�rerrt]y w�tered at suc#� #im�s ar�� ir� a rn�r�ner a�ncf qua��tit� dEre�ted �y t#�e �ng€n�er ��+���� cam�letian ar�d F�naJ a�cepta�ce �t the pro���� �}+ the �i��r �� F�r# Wo�th. 3_ ���DI�� DE���IP"FI��V: "�ee#ing" wtll cor��lst of pr�pa�'rr�� grau�d, �rv�+id�ng �nd �f�nt�r�� s��ti �r � m�xtur� �f seed of th� i�iri� s��ci�i�d alvr�g a�d �cro�s such a���s as rnay b� �asi�r+ated �n the f�r�wings and ir� a�cardan�� wi#h th�sa �p���ficatEor�s. �ar�� S ��-�� �'�+F�T D - �PE�I�L ��fVI�IT��I�� h+fAT�RlAL�: a, �e�reral. A�I se�d �s+�d rr�u�t carry � T�x�s T�stir�g �e�d labef sho�+i�rg puri#y ar�d germination, narna, tY�e a� seed, �n� fhat �he seed mee#s a�f r�qk��r�rne�ts of #he �`exa� �e�cE L�w_ �eed iurr�is��d sC�a�l be o� th� pr�vi��s seasar�'s crop a�cl trie date of anal�sis sh��vrr �n �acl� ta� shall be wEt1�Rr� nl�e �8} �r�onths af #im� �f c�ela�+�ry to the pfo��ot. �a�li var�e�]� o# ���d shaGl be €urn��k�e�i �nd dsliv��ed in se��r2�te E�a�s �r �o�#ainers. A�arnple of ��c}� varietp �# se�ti shall �e f�r��sl��c# fof ���Ips�s anc! testing whe�r direcEe� k�y �k�e �ng�n�er, Th� spaci#I�d �eed sf��Jl �q��] �r ex,c�ed t�e ��Il�wing per��r��ag�s o� P�rit� a�d g�rmina#i�n; ��rnrnon f��ma ��rnrr��n �srrr��da �ra�s Af7i1L��� f�y� ��SS Tall �es���e 3lVestern vVh�atgr�ss B�ffa�o C'ar�ss 1l�rietie5 Top ���� �iQC�}' Pu r�tv �5 °�► 95°!0 95°!� S5°�o �� °!o 9��Yo �e�miflation 90°� 7 �4f� 9�°!0 30°l0 9�°I� �� °�n iable '1�0.2.��j8. UF�BAhi A1���4 W,4R�fi���P����1 ��EDJN� R�TE (Ibs,�� P�r� L�v� �eed �P��) Mrxt�r� far �lav �r Tiah# �oiEs h.+�i�ctur� for -- -- �anr�v �oils �at�s �Cast�rr� �e�tior�s) (Wes#ern �ections} �#�I �ecti���� Feb 7 B�r�rrudagfass �0 6ufFalograss S� �er�n��agra�ss �� #� B�rf;alag��ss �0 Se�rr�uda�rass �U Buf��la�ras� �� May � �'o�al: 100 'T`otal: 10� iotal: ?0� Tabl�, 'E 20.Z.(2�b T�MPORAI�Y �0����A���1 3��D�N� RAT�; (x�.} Pure Lfve S�ed (PL.S) Dat�s (Ail ��c�iar��) Aug �� T�II �es�ue to Westerr� 1�13ea��r��s May 'f Annual Rya Tot�1: 5� �� �� 'i 00 �Of��TF�U�i��f� ��7WOD�: After ihe d�slgr�af�d areas �ava be�� camp�ete� to ti7e li�es, grada�s, and cra�s-s�c�ior�� sh�wn on �I�� 1�6aw�r�gs ��rd a� pr�v�c�ed Far in othe� items of this �on�rac#. ���cling o� the t�rp� �pec�fied s�+aii be perfarmed ie� a��oEdan�� u�+it� #h�� re��,ir�rr�en#s C�ereir��ft�r described. a. Watering_ �����d �re�s s#�all f�e vuate�ed as dir�cted b�r th� �r��ir�e�r s� a� #a �ravent wash�ng of t�� slop�s �r d�slod�rr��n� �f #h� seed. b. �ir��shir��, UV�e��� �ppl�cab�e, #�e �I�auf�ers, sl�p�s, and ditches sh�a�il be sm�othed after see� �e� prep���#ion �as I�een corn�leted a�d shaped t� c�n�o��n #o the �rass-section prev�o�sly provicied a�� exi�ting at the tlm� plantin� �pefa�ior�s t�re�e i�egu��. aa�t,�a2 S�w27 — r ���� � - s������ ���v�i����� �R�Ap�A�T S��UIf��: Th� �ee� or se�d mix#ure in the quar��it� s{�e�i�e� s�al� b� uniformly �l�atri��t�� �ver �#�� area� shown ar� tl�e �rav�rin�� and where d�re�#�d. �f the sowir�g of s���l is by har�d, rati��r than b� mechar�icak method�, tlti� �eed s���ll �e s�wrr ir� �v�ra dir�ctior�s at r��l�# ar�gras �o �ach otl�er, Se�d aM7cf fertili�er shaJf be d€�i�ibuted at #he �me ��rr�� pr�v��ed t�� spect��ad unifo�m rat� of appircatian #or bot�i !s obt�ined, "�ir��sh��g" as s�ecified in �ection ��4�, �onstruc#io� Metho[#s, is fl�t �p�l��abl� s�nc� no seed becf �reparatlo� Es tequrr�d. DkS��D ���Dlf��� �o�l aver the a�c�a shown on �kte S�rawin�� as �ifect+�d to b� seed�d �F�atl be I�osened to a rninamu� �epth �f t�ree (3j knches �nd a!l par���i�s in #�e s��d bed �h�ll be re�u�ed to le�s #�an �r�� {�� fr��33 in �i�ametet �r th�y ��all be �em�vad. Tk�� �r�a s�ra1! tl�en be fi��sh�� t� tir�� �nd g�ade a�s s�eci#t�d ur�der "Finishln�" in ���ti�n D-4�, �or�s�ructi�n Ni�#�ods, T#�a s��d; or se�� �n�xtur�. spe�ifEed sF�aJf ti��r� �� �lanted at t1�� ra#� requir�d a�� tF�e �p�l�c�ti�n s���l b� rrr�de uni�o�rr�ly. �f the sowing of searJ �s by F�ar�d rat�,er than �y m$cha�icak rneth�ds, se�d shall b� raked o� harrowe� i�to th� soil to � c�epth o� appro�clmately ane�eight ��18} i�r�h. Tkr� �fan#ed ar�a ��alf �� ��I�ed wit� � carr��a�ac# rolfar af #i�e "�ultipac�c�r" tYp�, All ro�Jtn� of the �1�� areas �hall be or� t#�e co�tour. A�Pi-����f' MUL�H ����]IN�: T�� soi! av�r tF�� �r,�2� sh�wn or� tk�e Dr�Win�s, �r �s dire���d #o I�� se�d�d, s#�a�a be Ioase�ed #o the mrn3mum depth oF ti�rea {3j irrches ar�d �!i }�articles i� #he seed b�� sl�all be r�du�e� to ies� t#��n one (�9} �no� �n r�iamet�r, or th�y shaif b� remov�d_ TE�� a�ea shall t#��n b� fnish�� to lir�e a�d �rad� a�s sp��a�ed �nc�er "'Fir�i�hang" €n ��ck�ori I�-�S, �o�strtrction N1e#Y�ods, 1ll+at�r sl�a�l tft�r� �e a��lie� to the c�l#�ua#e� �r�a o� tFre �e�� be€� ur�til a m�nirnum cf��t#� of �ix {fi� Ir��k�es i� th�ro�,�hly m�f�t�n�d. After tt�� wa�t�fin�, wi��� #�e �ra�r��d I�a� �ecorrt� su���i�n�ly d�y to bo ��ose a�d �lia�G�, tl�e s��d, or se�cf rnlxture spe�Ffi�d. shall #hen be �fant�� at tE�e rat� re�uired ae�d the �ppi�cati�n sl��ll #�e r�ade tR�ri#orrrtiJy, If ki�� �ow�ng �f se�d is �y �ar��, ���her t�rarr me���nlca! mothods, the se�d si�ali �e sawn in tw� dir�ctions a# ri�ht an�Ees to e�ch ot���, ��eti �rtd fertili�er rnay b� dl�trlb��ted �# f�e sarr�e t���, �rovid�d tF�� s�a�c[�i�d ur�if�r`�1 fate of ��p�fc2�#io� #�r �ntF� i� �b#aFn�d. �f#er �I�r�#Er�g, the seed s�afl i�� raE�ed or �$rr��u+ed �nko the soii t� � d��th o� 2��prax�r�ate�� vne-q�2��ter {1!�) fn��. The planted surf�ce area ar�d giv��g a sfnooth sur�ace with��t r�ts �r #ra��#c�. fin b�tween th� tkme �ompacting is co�n�leted 2�r�d kh� asph2�Jt is appfie�l, �he �Eante� area s�all be wa��reri su�fi�i��#i� �o ass�r� ur��Form �noist�r� �rom #t�e s��-fac� to a mirri�-n��m o� six {6} inches �n d�pti�. �he ap�l�cat�an af asp�ti�l� shal� follo+ry t�� Eask �va�ering as ra�id�y a� po�s�f���. f��phalt shaal be �� #�� t�pa ar�d gfa�e as shawn or� the D�awir�gs �nd sh�ll cor�form to #�� r�quif��n�n�s afi t�� iter� �0�, '�Aspi�alts� �IIS �li�d Ei11UISl��3sr', If �F�� ���Je 0� �IS�rlBllk �0 E�� U�ed �S Il�� sh�wn ar� th� Dravuirrgs, or ff Drawir�gs a�e nok �nclude�, ther� A+i�-� �hall be +�sed. �p�licatior�s of t�e �sphaGt shai� i�e a# � rate of ti��`e��t�r�ti�s ��,3� �alfons per sqt�are �arti. It shalJ be �p�lied t� t�� are� i� �u�h � r�ann�r s� #hat ��ornpj�#� fi�rn is vbtain�d and the �Rnish�� �urf��a sl��ll b� c�m�ara�tiv�l�r smaa�F�, F��-�E�I���� �� P�R�A� PL,�NT�D V1f�TFl �0�� �EA��fV� SPE�I��: �1r��s w�er� t���arary �ool�seaso�� �pecies have b��n plan�ed rnay b� �epfar�teci b��innrng Februat�r 1 wi�h warm se��on s�ecie� as listed �r� Tabl� 'I��.���}a. T�� re-seec�ing �ll� �e achi�v�d �n tF�e foJlowin� m�nr�ar, �'he �aol s�a��n spec��a shall t�o mawed dow� t� � h�i�ht �f ane ('I} o�,�u� a� -� $ — ����' � � s��c��� �o��i�'�o�� �rtc� t� �nsur� that slit-�e��in� �qu��am�n# w�El be �k�t� #o cu� thfo�gh t[�e turf and a�l��ev� �de���te soi3 ��n�trat�on, "` �fi��seedir��, is achi���d �E�rough tE�� u�� o� �n krr�pler�t�nt whic#� c�ts a�urraw �sfit� ir� t�� �oil arrd plac�� i#�e see�! in tl�e slit which is tE�en pres��d cko�e w�th a c�lt pa�C�er w��vk. �. �IY!]R�h�E1��1� S��b�Nfi�' �f h��i�o rnu�ch see�inc� �s provid�d, se��i m�x s1�a11 have 9�°l purEt�+ o� B�rmuda ��'aas �n� ha►�e a gerrr7�rsation ra#� o� 9�°f�. �an�ractor �i�al1 ensure t�a# tE7� �rass estabfish�s. �, ����TRU�TIDE�UVI�'H�NPAR�{AR�A� TU�� R��TOF�ATI��3 �� R��tFC �kEA�; F�I�TILG�EF� DE��RlPTi�N; "F�rllhFzer" wiil consist of �r�vi�l�ng ar�d dis�rFk�r�t�r�g �e�kitize�' av�r such areas as �re �e�igr��t�d on t�3� �rawir�gs �nc� i� a�c�rd�nc� �r�tth the�e �pe�ificatio�s. f�AT��i��.�; A�E f�rtlfi�er us�d shall L�e c�e�ivere�f in bags ar ca�#a�r��rs ci�arl�r �abe��d �F�ow�ng t�e �na��rsas, The f�rkiii�er is s�rbJa�t to te�#ing by ��e �ity a� Fort 1111o�th in ac�ordance �rri�� #k�e �`�xas ��rti�i�e� �aw_ A ��Il�ted or granulated �ertEliz�r si�al� �� used v�+ith an an�Eysas �f ��-�p-Q or �l6Y�-� or ]�a���g #F�e ae�aGysi� �h�wr� ��n t�e �]rawings_ The figu���s i� #he ar�a�}�sis e�pres�nk #h� p�rcen� �f r��froger�, �h�s�F�oric aci�l, a�� potash nutrient� respec#iv�ly as �et�r�rtirred k�y th� rrte#�ods �f tf�� Asso�ia#i�n of �iffctal Agr�cult�rai ���rnists. In k1�e �ver�t ft is nec��s�ry to su�stit�a�e � f�rki�i�er �� a dF#f��en� analysFs, it s�+all �e a p�l�eted or �fan�ta��c± f�r#i���a� �i��h a I�w�r concent��#i�n. T�#al amo�n� af nu�r�ents f�rrn�shed ar�d a�pRi��l p�r ��r� sk�alE �qual or exc��d tt��� s�eckffed f�r each r�utrient. ��l��TRU�Ti��1 A+iETI-I�DS: 1N��r� an item for fertilrzer �s rncl�de� ir� t�re Dr�w�ng� ar�d �ro{�osal, �ellet�d or grar�ula#ed #ertiliz�� shall �ae ��piied �r�if�tml�r over �he ar�a sp�cifed ta be ferk�lkz�d ar�cf �r� s��� rnanr��r d�rected f�r the pa�ticuiar it�m of war�c. ��r#�f�zer shalJ fae dry and �r� �o�d phy: cca� con�a#iar�. F�rti�i��f t�at is pov�rder�d to cakecf +�i�f b� rejected. Distri�ufiar� of f�rtil���r �s a particula�• ltem of wark st�a�l meek the ap�r�va! o� #�� Er�gin�er. Unlass atherwlse ir�d�cate� o� t�ae Dravuing�, fe�tili�er shall be appli�d �nlf��miy at the �vera�� rate of three hundre� (��0} �o��nds p�r acra f�r �.II #�rpe� �# "�od�iing" and four hund��d (4Q0} pounds �er ���e fo� all type� �f "Seading" I��A��UREf��NT: �ops�il se��rec� f�om bo�r�w s�ur�es will b� mea�ur�d by the squ�r� ya�rd kn p€ace on ti�� �ro;�ct si#e_ h+l�as�rem�nt wi�l �e mar�e ar�fy �r� tops�ils �ecured fr�m bc�rraw sou�c�s_ Ac�ep#�bl� materl�! for "����ling`� w�ll be measureci b� ti�e I�n�a� fo�at, compfe�� in pla�e, A�c�pta��� ma#�r�ai f�� "�o�d��g" v�ri�l be €n�as���d by t�e Eir���r ��ot, camplete kn placa, �c���tab�� m�t��ial f�r "�ertaliz��' sC�akl be s�absEdlary �o the �rice af sodd�n� �r seed�ng, �A�INlE�J�; AJI war� �:�r�arrrted as �rd�red �nd rr�eas�red s�a�i be �uC�s€d€ary t� #t�e �csn�ra�# unless and ot�e�wfse nofed ir� the �I�ns ar�t� bid do���ents to ba �p�rd for �# ti�� �ni� price �id for �ach Jt�rn af v��rk, ��s pr�c� s�ali be full c�r���ensa#i�n for ex�avatin� (exc�p� as �a�zs�o� ��-�9 ���r � - s������. �o�v���-�o�s �oted i�el�t�v�, S��di�g, �r�ufing, placing and f�rnis�ing al� I�b�r, equipm��t, tools, s��p��e�, ar�d ir�ciclerr�als t�ecessary to c�m�f�te woric, Alf labar, �q���p�r+�r�t, toals arrd in�rd�ntal� nec�ssary t� sup�€y, tran�port, stoc�pi�e a�d �►Face to�s�i� or saEvac�e tap�oll �� s���ifi�d shall #�e incf�x#ed ir� "��edi�g" or "�o�dln�" �id i�ems �nd wlli not k�e �ai� for �irec�ly. "�p�t s�cidfn�" �r "bl��k sod��n�" as th� css� r��y be, wfll b� ���d for �t the con#ract �r�it �rEc� par sq�rare yard, c�mple�e fn pl��e, as pra�id�d in th� �rapo�al and �:an#��ct, �he contr�c# �r�ii �ari�� sh�il �e the t�tal c�mp��sa#ion for fu�nFs#�irrg �n�l �lacir�g ��I sod; �ar �II r�fling �r�d ��m�ie�g; f�r a�l wat�rrii�g; foT �isp�sal of aiM s�rplu� � materF2��s; �n�i fot �II rr�at��a€s, la�oa�, e�uipm�r�t, t�o�� �r�� ir�cicfer�ta�s r��c�ssary to com�O��te th� worlc, �!I in a�cv�fan�e w+tE� �he �rawangs ar�d these �pec�F+catro�s, TF�s wark pe�ormed a�� m�te��a�� f��r�ished an�l meas��Fed as prouided un�ler "l�eas�reme�i" st�al� b� pa�d #or at t�re �ani# prlce �or "��e�ing„ or "�ac���ng„ �� the t�rpe s�e���ec€, as #Me c�se ,x�a}r �e, wJ�ich �ric� sha�k �ac� �� f��l c�r�pens�#fa� for f�,rr�rsh��� alk m�#er�aPs �nd fiar p�rfarr�ing �al �p�rati�n� r��cess�fy #o c�mpJ�t� the work �ccept�d �s follows; F�rtil�z�r material �nd ap�1i���ion w�lr ��k b� tneasu�ed or psk� f�r ttire�t�y, �ut 1s corrsic�erecf s�bsid�ary �o �odding an�! ��ec#Rng. D� �4G CDNFlh#�D SPA�� �f��'F�Y �#tOGI�IdIM l� shall be �Fte re�pa�sibilit�r at t�� �or�tra�tor to fi�-rp��me�rt ar�d r�aintain a var�able "��IVFI�VE�] SPA�� E�3TRY �i���r�r�f�+l" whicFr rrxust meet ��FfA r�q�,irerr��r�ts f�r all i#s amp�oy+�es an� su�cqntr��kt�r� at �JI tim�s durir�g cons�ructGon_ All acfi�+� s�wor �nanholes, regardiess of t�epth, are d��ined �y �SHA, as "'p�rr�it r���i�ed c�rrfit��d �pac�s". �ontract�ts s}�aif s�a�m�t �n a��ce�tabi� "��EVF��1�D SP,��� �NTR'f PI���RA�" for �ll applica�ale m�nholes ar��f mainta�� a� act�v$ fil� �ar 4��s� mar���oles. TJ�e cost of �orr�tp4ying w�tf� this program s�ali be su#�sidiary to t�e pa� ik�ms irrvo�vi�� w�rk in c�nfrn�r� �pa�es. D-47 �UB�T{��17rA� �€�lU1P��TION IiVSPE�TION1f�Nl0.L IEV9PE�Ti01� �, P�a� to tl�� ��rral ir�sp�ctEor� b�rn� c�nd�r�ked ��r #M� �r�j��t, t�a cor�tractor shala �onta�t #�te �iky i�s�ector in writir�g when �he entRre pro��c# or � d�s€gn2�ted �►o�t�o�t �! tkte �r��e�f is �u�st�nti�,�ly corn�r�te. �. The irrspectot al�r�� wltl� a�pr�pr�ate �i�y st��F ar�d �I�e �ity's c�ns�lk��# sh2�ll rn��€e �n ir�spectJ�r� of ti�e s4�b�ta�nii��i� c�rn�lete�� �+o�Jc ar�d �r�}�ar� ancf s�fa�xti� ta t#�� cor�trac#�r a I�s� af it�tns rp�adi�r� to b� �prrr}�I�t�d or �o�`r�c#�c�, �. 7he cor�tr�c#ar ah�31 take imrnedFa�� �tep� to r�cti�y ti�� I�sked defwc�er��i�s �nd ���tify the ow�er in writi�� wi�e� al1 tY�� �t�rras h�v� b�en corn�Ee#ed �r co��e�t��l, �. F"ayme�# far ��bstantia� completian �nspecti�on a� weJf as fin�l �n�p�ction shal� b� �ubsl��ar�+ t� the praj��t �rice. �ont�a���r shall �tiiM be r�q+a�re� ta ad�iress a�f oth�r d�ficter�cies, v�rh��E� �re discov�red at #�e t��ne �f �n�J i�sp��#i�r�. �. ��r�al ir���eciiar� �J�a�� be ir� car�fo�msnc� wikh �er�e{al �ondllian item "�5-�.98 F'i��l ��rs}�ect�or�" oF ��,F�T � � �E�J���L ��l�DJTl�hl�, oa��x 5�-34 �AI�� D 4 �PE��A�L ��I�DiTI��I� �# �4$ �X�A�ATIO�1 f��A� T#���� 'k. �C�e �Contr�ctor sf�afl b� r�sponsibl� for taking rr�e�s�res ta mi�rmiz� c�ama�e #a tr�e 1Embs, tr�� #runk�, and #ree ro�ts a€ each wor� si�e, A11 suc� rr����ures shall be �ans�d�r�� a� incidental �vorlc ir�cluded in �h� ��ntract lJr�i� I�ri� h�d for �p�lica�Ce p��e or str��ture in��a3latia,3 �xc�p# for sho�k tunr�����g�t���e a�gar�r�g. �, l�n�r ar�� a11 kre�s I�caked vuiti�in Yhe �quip�e�t �p�r�tin� area �t ea�h v�ror�C site �h�ll, at tl�� ��r�cEi�n af t�� �ng�n��fi, be ��ot�cted by ere��in� a"snow f�r�oeu a�o�g the deip iine o� edge of tl�e kre� r�ot systern b�twe�r� tre� and kh� constr{.iction �f�a, �. �orrt�actor sY��11 ir��p��� ���h v��ric si�� in advar��� and arrang� to hav� arry t�e� i��bs pruned triat �night b� damaged �� equipmar�t o�eratior�s. TI�� �ngin�e� �haii �e no#kfie� a� I�as� �4 1�o�r� �r��r #� a�y� tra� tr�mrr��n� work. i�o trEa�m�ng vuor�€ w��k �e perrnwtted within pri�+ate �r��arky wath�ut writte� pe�rnissi�n af tfne �v�+nee. 4, Aio#�rirrg sha�i be �t�red auer th� tre� ro�t sy�tem v�itl�tn th� drGp kine �r�a of any t�e. �, �e#ore �xca�atio� (off i�� r�a�iwsyj wltl��n the dr�p �wrr� ar�a �f a�y tre�, th� ���kh sha�� k�e sawc�ik tof a ix�inimum d�ptk� o# ��eet, �. ,�t designated Iocatiar�s ���vur� on ihe �ifawings, tl�� "s�tar# tun�te�"' rnet�od us�r�g �ia�s ��[ D.l. �Gpe sf�a1R �� u#i�l�ed. 7. ��c��p# in ae�as wf��r� �l����r�g is atlov�re�, �lE tre�s up to 8" ln diame��f da�rag�d c#ur�ng co�structiae� shail b� removed anct re��aced w�th the �arr3e #�p� and �iamet�r trea �� ��� C�f1�C21C��1'F5 ��[�3�f1S�. 9_ �ontr���or shalE en�p2oy a� q��€i#i�d Gar���caper €or al� the �vor}� �eq�ir�d �or tr�e �ar� to ensur� utFiiza�ior� of tk�e foest �gri��+i�t�r�l p�ct'rc�s s�� pro���ur�s. 9_ �f�orfi tunn�lirrg ��aA ��r�s�st of power �ua��rir�� ar hane[ �rxcav�tio�. Th� tunnel �iiame#er �hall not b� Jarger tl�an '!41l� tlm�s #J�a ou�si�e p�pe �iamet�r. lloids ���r�a�r��r�g �fter p�pe �nst���a�i�n �hall b� pressur� �rauted, D, 49 �ONCF�ET� E�1C�43�M��VT �� ��W�R P�P� �ancre�e errcas��r�ent o� s$v���s shali b� pai� f�r at th� �or�tra�t �oncret� er��as�r�er�t as meas�re� �n p��ce alon� the c�nt�rlin� diameter indEca#��, �'�e ��nir�c# L�r��t ��Gc� s��li Gn�i��e a�l cos#� anc� re�n�orcerr��r�# o� #�re �oncr�te encas�mer�t, D� �� C�AY DAI�i [.�nit Pric� per �����r foot �f of #he �ipa for e��h p�pe �ssacia#ed wi�� wr��#�i�a�ion �fay c�a�m c�ns#ructi�r� shall be p�rfa�med ir� ac�or��r��a +�ith tY�� 1+V�stewat.�r �la�r Dam �ar�str��#ian, ti�u�e in tF�e Drav�i�gs ir� �hese ��ecif�cati�ns, $t l�cat�a�s i���cat�� on th� �rawings ar �s c��re�ted �y ti�e �ily, �lay �arr�s sh�N b� �e�e� ir�to �nd�sturbe�l soil to m�Ece arr irr�pervaa�s �arrier t� r�duce groundwa#er �ercolat�an tf�ro�gh the p�pe�ir�e trench. �ons#ruction m�terial shail cor�s€s# o� �ar���a�t�d berrtar�ite cEay or �:�7 car�c�et�, Paymar�t �or work �u�� a� P�rrn�r+�, piacing and finishir�g sh2��l i�e �ubsrdiary to th�e price bid fo� pipe ins�al€a#�r��. �sr�s�o� S � �31 - - ���� a � �������. ��[���r��n�� � �- �� �xp����so��r �x����Tr�t� ��.�r���} Th� �a�t�ac�or s�all b� resporrslble Far verifying �he J���t�or�s o� a!I existrng utilittes priar �� �or��tru�tio�r €h accar�anc� with item �-�. �4# Iocat��ns it#er�tifl�d or� #f�� drawfn�s, �o�rtractar shall �andu�t ar� expl�rat�ry excav�#��n {I7�Ho�ej, to I��ate �nd veri�y the Eoca#a�n ar�d sieva#ion af tt�e ex�s#in� unde�graund �#it�t}r wh�r� it rr�ay be in pvtentRaE c�nffict wiif� a pr����ed fa�il'rtyr �G�nmen�. Tf�e �x���r�t�ry �xcav�ti�n shall be �onduc#e� �r1ow to ca�str�c#Ion af �f�� en#ire pro�ect oe�ly �# lacata�r�� deR�ot�d vn t#�e �1ans or as dir��te� by the engir�eer. Car�#��ctor sh��l subr�lt a raport of f�ndir��s (�n�l�din� surveye� elevaf€or�s of axis�ir�g ��r�flic�in� utllities� #� #fie �ity pr��r �o tl�� s�art �� constru�'t��n o� #�� en#ar� �rojeci, �f the �a�trac#or d�tarrnines an ��ca�ta�tig u�i�tty is ir� canf�ict vuith t�e pr�pos�d facility, tk�e Ca�ltractot shafl Cot7ta�t �h� engkn�e�' rt�trrre�i�tely for ap�ro�fiate �1es��n m��f�f�c�#i�ns. �he �ontrack�r s�rafE ma�Ce t�� r�ec�ss�ry rep�irs �t �he ex�Fa��tnry �x�auation (D-W�le} #� o�f�ir� a safe �r�d �ropor d�iv�ng s�rrface to �r�s�re tF�e safaky of t�e ge�er�l �t�bfic �ntf to m��t the appr�vak caf �he ��#y ir��peci�r, Tltie c�ntr�c�or �I�afl b� lia�b�� for any �n� a!I c�ar�ag�s Ir�c�rre� �ue �p the ex}�lor�tory exc�v�tion �I�-k�la��). Pa��rrfe�t sh�li r��t �e made for v�rl��catEon of exJstir�g utilrt��� p�r i��m D�6. Pa�rment fo� ex�lvtat�ry �xc�va#ion {�?-Hoi�}� �# la�ati��s i�er�ti�ied on t[�� pi�ns �r as d�r�cte� by tF�e E�gir�e��, shall ie��lude full c�rrs����a�Eon ��r �al ir��tertals, �xc�va#ion, surF�� r���o�'2�tinn, fi�l�i s�rveys, ���d �If ie��identals n�cessary #� �orr��te#e i�re wafJc� sh��l be tl�e unit p�i�e b�d, fVo papment sFr�ll be ��a�e For �xpJaratar� ex�avat�on(s) c�nducted a�t�r cor�stru�tlor� has f�e�un, D- 52 !Fl�TAl.�.�4TIOfV �F WAT�#� FA�I�.�TI�� 52.9 Aalyvinyl ���oride {PS��j Wate� Pipe ���YVi�lY� �hl�r��� I�I�stie 1+V�te� �Ipe and ��ttin�s on t�i� Pro�e�t sh�ll bv ir� accarclan�a wi#h th� i�nat�ri�l s#a���ard coi7#ain�d irr th� ���eral �ontract Qocurr�ants_ Paym�nt far w�rk such as �ackfill, �edding, bJ�cktn�, d�t�ckable t�pes �nd all �tt�er assa�i�#�d �pp�rter�ar�k requ�r�d. sh��l f�� �nclu�ed �n t�e ian��r foot pr��e bad o� th� appfa�r'ra#a 8RD aT�AJi(S}. ��.� 8lo�kin� ��n�r�te k��a�Eclr�g �n ii�is Pro��ct wfll rraeessa�ily be re�ufred �� 5h�ow� on �he PI2�r�s and shall �e Ins�al�ed in acc�rdan�e w'r#�� tF�e �en�ral �an�eact D�cument�. �1fG valves sh�fl have c�n�r�te blo�kinc� �r�vid��f for s��pp�rtRng. N� ae�arate paymen� wilR t�e rrratfa far an� of the war€c inv�lve� far tl�e Jt�rt7 and �CM costs ir���rred wfEl b� �orr�itter�d to be inclu��c� i�i t�e Cine�r fo�t bid prNce af #�e pipe ar t�ie bid price o� the v�l►�e. 6�.3 T`�+�� of �asin� �fpe 1, 1JUH7��� Th� cesing pipe f�r op�� �ut �nd b�fed or tur�nel�d s�cti�r� �h�ll b� �1WUVA �-�0� Fabri�a�e�a �I�clricarly UVel�ee� �#ea1 �N�ier P�p�, �nc� shall c�n��rrn �o the provis�ons of E�w1�, �1-� ae�d �-R,9 in ll+iate�i�l �pec�ficat�ans af �er���l �o�tr�ct D�curr�er�ts ar�� Sp�ci�i�at�ar�s f�r �Na#�r De�a�tme�t Proj�cts_ Th� steel cas�n� pJpe sh�ll fo� su��liecf as foli�ws: For lk�e ar�s��e �r��! o�tsid� o� cas��g pi�ae, �oa��ta� pr�t�c#��re c�atir�g ir� ��catdan�� wR�tt th� r�q��r�m�nts �f �ee. �.� and re��tec� �ec#ions �n �3lU1NA ���0�. To���-�p after fref[� w�lds sf�all prvv�d� c��t�n� ��u�l t� th�s� s{�e�if�ec! at��e, �. h.+iinimERm thic�€r�ess fof c�sir�g po�� s.rsed sh�il be Q.3�5 inch_ �a�x.�o� SC�32 PAF��' D , �P��IA�L ���DIT'l�i�� �tai���ss ��e�f ��.sir�g ��.ace�s (�er��erir�� s�yte� such as manuf���r�red by �a�ca�de 1+1�a#�rworks Ni�nufacturi�g �ompar��+ or an a��prov�d equal sh�ll be ���ed orr all r��n- cor�crete �ri�es wF�e� i�stafEed in ca�ing. In�ta�fat€o� sha�l b� �s recnmr�er���d by ti�� N1�nu���tur�r, �. ��1�V�R: Borin� �s�d �n this �roj�c� sl�ail b� ir� ac��rdan�e wit� tk�e rr�at�rial s#and�rc! �'1�9� and �o�structi�n s#$�da�d �2-'� � �� ��r �Ig_ � 10 a� the ���erai �o1�tr2�ct Do�umc�r�ts. �. ��1�'M��1�`: Paprn�nt for �!� mat�rR�is, lab�r, ��u€�rr�en#, e�ccavatton, concrete grout, foac�Cf1G�, anc� i+�cid��t2�� work sl��ll b� ii�c�udsd in #1�� unit }�«ce 4�id pe� fook. ��.4 Ti�-!n� The �a��ractar sh��1 i�e res�a�ts�bl� fvf rna€tino� ti�-i�s to #he exi�#i�g wat�r rr�ai�s. It shalC �e �h�. res��nsrk�ility a� t�� ��n�ractor �� �r�r�fy+ #�e axact Iocatio�� and elevattor� of the existlnc� line �'re-ir�s, Ar�d a�y d�ffetar�c�s Rn lac�tivns and efev�tiar� of e�ci�tir�g C�ne tre-Ins ���ween tha c�r�#racE �rauvir��s and wk�a� may be e�caur�ter�d ir� the f��ld shal� b� �on�i�lered as �rr�i�iental t� cor�strtrc�ion, The cost o# tri��tir�� #re-ir�s to �x�stis�g w�#�r oe sanktary s�wer mair,s �I��fl be includ�d fn the �Gr�ear fo�t i�id �orice v� the pipe, 62.� C���r���ti�n vf ��c�stin� IMf�ain� T�e �ontractor s�rall dete��nin� tk�e exact tocatlon, eJ�v�tior�F .�17�'G�l3C��1417 �rtd angu�atior� of existing v�+�ter oe s�nik�ry s�wer lin�� ��ior to m�r�ufactuti�� of the connect�r�g �iec�. �n�r �iiffer�r�c�� i�, locati�r�s, e1��+at��r�, .�onflgu�at�or�, and or ar��uwa#'ra�� af �xis#tng lin�s betweer� tk�e c�r�#r�ct �rau�rings �n�i wh�t r�ay f�e �n��unter�� in t1�� saGd work s1��11 be c�nside�-�d as in�i�e�tar �o ��r�strt��tion. �l�+nsre at is re��lre� to s���t �awn ex�s#�r�g m�f�rs in order t� �a�C� p�o}�osed canr�ecti�n�, �ur.#� d�►,vn �arne shal� be caordir�a#ec� wi#�t #he En�in�er, and all eff�ets sk��al �� rr�a�e to #tee� t�t€s do+,un k�me #o ��r�ln�mum. !r� ��se o� s���ti�� tiown 2n exfstEng m�ir�, t#�� �arrts�actor shar! rrotify t��e hAar�ager, �onstructkon �e�v��es, F'h�ne 871-7���, ai �east 48-�o�rs }�r��r ta th� req��ir�d shut cfowr� t��e. 7h� �antractor's atte�t�ar� is �iF��ted �o Paragra�h ��-�_'k� i�1T�RRUPTIO�V �� ��R1lI��, Pag� ��-5{�). P�RT � - C,�iV�I�L ��N�aTf�f�� QF TH� W�TER D�PA�T�I�NT ��iV�f�L ���l�'F��7 D��k��E�l'� A�l� ��N�l�A� �PE�i�C�,4Tlof�ls. Tne �on�ractar shall notiFy the customef �oti� peEsonally ar�c� E� wri#in� as to th� lac�#ion. �im�, 2�r�d s�h�d�la of �li� senrac� Interrup#�on, �I�e c�st r�f r��navfng �ny exi�tir�g c�rtcrete �IocicEn� st��1f be ir���ud�d in th� cos� of c�nnec��G���. Ur�ie�s �id se�ar�teky aGl cos# in�urred sltiali F�a ffl�l�ded �r� �he linear ��c�t price b�d #�� the a��r�priat� pipa s�z�, 6�,� 1lal�re �ut-Ins �t may b� r7e�essary t� �ut-in ��te vaaves ta isol�te the wate� mair� �rom w€�ich t�re �xt�nsi�r7 �ndlor re�Ja��mer�t �s t� be conrr��fed. 71�is �na� r�qu+re closin� vaGv�s ir� oth�r lines and �rut�4nt� consumers ouf of servic� �or #h�# p�r�od of tirne necess�ry #o �ut in �he i7�w v��ve; th� +n�ark must be �xpedited t� tMe utmosk an�! ��I st�cl� cut,rns m�st b� cvord��r�ted with t�e �r�ginaer itt cltarg� �f ir��pe�tEon, ,+1k1 �or�s�mers sl��ll b� in�ivEduall�r ac��rFsed prEor to th� sh�t �ut ar�d a��i�+{s�d o� t�r� ��proxin�ate ��ngth of tir�e th�s�+ may be without s�rvic�, Payrri��t f�r wor�t sucY� as bacl�fi�l. h�dc#irr�, fi##i[�gs, b1ac�Cing ar�d a1� o#�er asaoc�ated ap���r�ena�#� rer{+�ired, �hal1 foe in�lud�d fn thv p���e of tY�� appro�riate �id i#�m�. oa�a�v� � ��3 � �" — r f�l��� � - ����;�� �+���f����i� ��,7 Water ��rv'rc�s The r�loc�tton, re�l�c��a�t, �r re�onne�#ion of w�ter ��rurc�s will b� r�quired as sl�awn on the plarrs, an�J�� as d�scri��d In the�� ���cial �ar�#r�ct l�ocurr�er�ts in ad�itian �o thos� I�cat�d �n the fie��! ar�d idei7#ified �� the �ngineer. �II �ervic�'s shalf b� c�n�tr��#ec� b�+ the corrtfactor uti�izJ�g �ppr�v�d factor�r man�rfac�ur�d tap sadt�l�s (wk�en r��ulredy �nd corporat��r� �taps, #yp� fC �a�p�� w�ter tubir��, curb �#aps wit� i�c�C wi��s, rt�et�r box�a. �nd r� r�q�ir�d app�oved ma��afactured servace br�r�ch��. f��l m�teriaE� us�d s�alJ b� as ���cifi�d in the Materia! �tanda�s {�1- 77 � �9-18j cor�lained �n ti�� ��netal �o��ract Dacur�ents. �111 urater seev�cas to be re�lacecf si�afl be �r�stall�c� at � erifnfr�r�rrr dept� of � ir���es b�low f�naf gr�de. � Aal existln� �l�4-ir�ch rrr�t�r s�rvic� I�nes whicE� are to he repfac�d sh�ll be repJ�c�� vuith 'f�inch Ty�a� �C co�pc3�, �-inch diam�t�rta� saddle w��n r�qul���, ar��l ��ir�ch �rp�rati�n from th� tnain lirr� ta k�re rr-reker E�ox. A�I serv��es whi�� are t� be r�pl�ced ar r�loc�ted sha�i �e #nskall�d with #�i� ser�+i�$ ��in ta� a�,� ��rvic� fi�,� k�erng in �Ir�e wfth �he service rn�ter un��ss otf��Ewfse d��ected L�y the Engin�er_ A mi�ir�um af �4 �ours advanc� ���ti�� sha�l �$ �iven u+i�en ���v�ce int�rru�#i�n wfl� b� rec�uir�d as sp�cified in �ectlan �5-�.'E� INTEF�R�.JJ�'rl�f� O� �E�Vi��. A1f v�ra#er s��v�ce r��ters sh�l� k�e remvu�d, #a�g�d, �nd c�llecte� I�y the cv+�tra�'tor for gicl�up by t:re V�ater D��artin�r�� for reconditivni�g or r��l���m�nt. f�#te� dn�taflati�n of ti�� wat�r s�rvi�� Ir} the �ro�x�s�d ��ca#��n and r�ceipt of a me#er fr�m th� �roje�# iras��ctar t�re ��n#r��kor shaGl irrstafl #�� met�r, The me��r box shall be resei as n���ssary to �� f�usJ� vuith �xistir�� gr�ur��i o� as oth�rwfse �Jir�cte� b� #h� �ngin�er. All su�h w�rl� �n t�ra �ut�et side ot #he servJce rne#er shall b� �e�or�n�d #�y� a ircen�ed plumb�e. 9, �NAT�F� ��R111�� F�EPLA��MEN7�: Water service re�la�er��en� or re��c�t'ro�� is rer{�i�r�d w��n th� �xrs�ir�� �er+�i�� is 3�ad or 'rs #�o shalE�w ��+ av�ic� breaka�e durin� str�et re�o�,s#ruction, The car�tra�t�r �tra]f replac� t�e exis�in� s�rvi�e line wlth �'�r�e �C c�p��r fram �ho rnain to th�e rr��ter, ��rl� s��� wit� I�cF€ +�+�ie�gs, �nd corpor2�ti�n s�op. Pa�me�t for a!� work and rnateri�ls such �s backfill, �i#tings, �y�e ![ copper k�bing. c�rb stop w�th i�c�C v�+�ng�, �ervi�e I�r�e ad�ustmertt, �nd a�y refacatior� of up to 1�-�n���s ft�m cen#or lin� �xrs#irtg rn�ter I��af��r� to ce�t�r a�r�e praposetl rn�t�r lacatia� s�a11 b� inc[u�f�d i�r t�e Line�r Foot pnce bid foT �o�per �ervlc� �.ine fratn NJaln ta five (�� #�et �e��r�d �Aet�r_ An�+ ver#.ica�f adjus#r�en# o# c�s#�rr3er s�r�Jc� line within t�� �#�ot �re� sh�ll be s���ssidl�ry lo th� servic� ins�allal�on, f�aymen# �or all vu�rk and mat�r�aEs s��� as #a� sac�dke �if re�quir�d), cor��ra#i�n st�ps, �ntf fr#tir�gs s�rall �e ie�c��cfed in #he price bid f�r ��rv�c� T�ps to M�in. �. V1lA��� a�R1���� 1���;U�d�IE��E��l; V�f�ter serv��� �o�an��c#��r� is �ec�uared w�e�r t[�e ��cisting s�rvlc� is ca�rp�r and at �deq�ate �ap#h #� ava3d bre�k��e duri�� stt'eei recons#�'uction, �'�� c�r�tr�ctt�r shalf a���st t[�� �xist�rtg wafer s�rv��� li�e as requ�r�t3 �or re�or�r�ec#�c�n ar��l furnish a new t�p with c�r�arati�r� stop. 7t�� car�tractor wl�l l�e pa�i� �or aarz� - — ��-�� ` �A�T D � �P��IA� ���l��Tl��l� � +ar�e �� � S��vice Ta� #o N9ain �v� eact� �eeviae ��c+onnec�ed pl�s for any copper service line us�d re� exr.es� �f �irre (�} feet f�am l�air� �� fiv� �51 f�e# behinc� th� �4t�ter. 3. WAT�l� 5�1�1�I�E fti+��TE{� Ah1D [u1�T�� BO}C �E�.O�AfiI�N�; Wh�n fhe r��l�c�m�nt an� +-�l�cat�on �f a v�a�ef servic� ar�d rr�eter b�x Es re�ui��d ar�d the I�cati�n of �4�e r�e#�r and meter b�x ss moved m�re thar� �we1v� {� �} Grschss, as m�as�rsd #rom the cer�ter trr�� o# the ��€4�i�ng �ne�er t� io�ation �o t1�e cer�#e� Iin� �f ti�a pro�os� m�#er loc�t�or�, separate �ay�r�e€�t v�wH �O� a�lova�d f�r ��� rek�cation of s�rvice m��e� ar�ci me�er bo�. �ente�l�r�e ls de�r�ed by a line �x��r�de�i f�om the se,vice ta� t�ro�,�h the me#er, �nl� rafoca#ior�s rnad� �erpendi�ular �� t�is �ant�r�ir�e wi�k �e ��id for se��ra#aky. Rel�cativn� m�Ge afong the ce�r�rlin� wi�i i�e aaid a# ir� Feet of �opper servic� �ir��. WF�en �e�oc�tion of sarvi�e rrtek�r and ��ter �ox �s r���ired, �a]+r�e�k f�r al� w�rk �ntt r��terRars suck� �s k�a�icf�1l, f�tin�s, fiv� {�� �eet �f ty�� K capp�r s��vic� snd aH rna#���a�s, fa�or. ,�r�d ��{�ipm�r�t �sed by ar�d f�r �T�e ki�er�s�d �kurr�ber shal� be incCud�d �n the pr�r� bid �or #he s��v�ce mete� fel�cata�n, �!I othar cos#s vtirill � in�luc�ed in ather ap�ro�r�ate bi� if��n{�), �i��s ���� w+l! a�s� k�e ��s�d ta ��y #�r all serv€c� r�eter �nd rn�tef �ox reloc�ti�r�s as r�q«ir�d hy �h� �r�grneer �n+h�efl the s�rvice It�e is r�ot �eEng �epta���. �1cEj�,�tm�r�# of �r��y t�e rne3er �ox ar�� c��tarrter s�rvice Un� withi�, � fa�t di�tan�e behind the meter u�ifl noE ju�ti#y se�ara�� ���rr��nt a# �r��r time_ Lac���ar�s wRt� m�l#iple service branc��s will be pa€d f�r �s �ne �ervi�e rn�t�r �nd rneter b�x rel�catEort, 4. N�W ��RVi��; 1Nherr new servicas �� r�quire� #he contr�cto� sfnall insta�i tap saddEe (wl�en re�uir�dj, corpara#i�n st�}a, t�+pe I� �opper �ervice lir�a, c�r#� stop with to�� win��, ar�� rr��ter b��c_ i��r�s�or��� ��estic rrt�ter �xes wit� cast iror� ]id shall b� provi�ed far all � ir��h �r�ter rnefe� or sm�lx�r, �he reir��o��ed plasti� w�#er rn�te�r box�s shall corr��l�r with �sectGon �1-1��, -- �?ein��fc�d P�as�t�� V�lat�r �eter ��xes. P��ment for a1� worl� �r�d ma�eria�s s��h as �ack�'ill. f�kt�n9s, tyPe IC ��pp�f tubirrg, a�c� �urk� st�p with �ocic wing� s1�a11 k� incl��ed in �h� l.Fn�ar F�at pr�ce bi� �or �er-vir.a L�r�e firorn h�lair� ko f��te� �i�e ��) �eet k�hin� ��� rneker. I��yrn�r�t �or �II �rr��k and rna�eriaE� such �s �ap s�dcile, corpor�t�on s�op�, an� fit�Engs shaJf be �n�lud�d in �he p�i�e bid f�r �erv�c� T��s �o �rlains, P�yr��nt for all work �r�d mate�xals ��c#� as f�rr�'rshi�g �n� se#�Rng r��w rrt�ter box s�aNl b� i�clud�d �n t�� pri�e bid F�r f�rnis#� ar�d set meter ��x. �. iV�#���IP�� ��1�Vf�� BRAf��H��: �lVhen muf��pi� s�rvice �ranch�s are rec��Er�d t�re �or��ractor s�+�ll furnis� ap�ro+red �2�cl�ry man�factur�d bf�nc�es, Payr�ren# f�r m��t€p�� s�rvic.� �ra��l�es will it�cl��e ��r�F�hir�g ant! ir�sta�lin� t�e �nul�tple seru�ce branch only an� a!I oth�r co�t will ba incEwcfe� �r� ath�r a�pro�r-i�#e b�d itern�s}. �. NrUL�`�PL� �Ti��E-r S�RV��� l.�N�� T� S��l�L� ��Rvl�� �+1�T�R: An� mul#€�le �eF+ni�e lin�s wi�h t�?s se�vici�g a sirtg�e ���vtce met�� �ncoun#ere�i c��r�ng cor�straac�iort shal� b� r��face�i ti��rih �r�� �etvEce line th�t is ap��ica��e fo� th� ��e �f th� exis�ir�g service t�eCe� ar�� ��pr�v�� �y t�i� �n�i�r�er. Payrr�erat shall #�e m�d� �t tMe ��ni# bi� pr�c� in #h� �ppropr��t� bi� item(s). a�x3�z � - ��-�5 PAI�T L7 - �P��1�4L. ��I���TI�f�� - - '��.8 �-I�cn �en,porary service �,ine �� �-in�h Eerr'�gor�ry s��vrce rrtai� �n� ��4-ir�ch servic� �ines shall be installed to �e�vi�e ternporary v�ater servic� t� ��l f�ul�d�ng� it��# wi�l r��oessarrly be r�u�r� t� h��� severed +n�at�r servi�� d�nng sard work, �`t're c�ntra�ct�r shakl be respansible f�r co�rdin��i�� the scl���ule �f the tem�o�ary s�rv�ce c�n�a��tror�s and permar�e�t s�r�rrce r�cor�nectior�� w�t� �h�r bu�ld�ng owr��rs �nd th� �ngir�eer �n ord�r t?�at th� wc�rk b� p�e�#�rm�d ir� ar� exp�difrous manr���, �ev��d �vater service m�st �B rec�nn�e�#ed wifhin � h�r��-s �f �isC�r�tRn�ar�Ce of se�v€�e, ���nch tap�in� s��dl� and �-�nch corpor���on sto� or 2-fnch g�t� �+alv� with an a�p�oprrate fir'e E�ydrant ad�pter fittfr�g shall be ���uire� a[ #�e #�mpor�a�y service p�Er�t of r.�nne�tion to l�� �ity w�#er su{�p�y. Th� 2-ir�ch terrtparaty serv'rce rn��n �nd 31��ir�ch s�rv3c� I�nes sk��l! b� install�d in acc��dan�e ta the attacl��d� fig�res 1. � at��l �_ ��� ter�t�arary s�rvic� line shall �e ��ean�d an� s#e�€I�zed by u�in� c�lorine ��s vr chl�r�r�a�ed Cirn� (��H� pr�or t� inst�ll��io�.. In or#er #� ���urat��y �neasure �he �mo��k o� water use�l �s�r�ng oonstruc���r�. the �or��rac#�r wial ir�s�alf � f�re F�ydrant metar for al[ t�rxz�o�ary s�rvic�e Hr�es. W�ter useci �urin� c�ar�str�ct�orx for flt�shin� r��w mair�s tha� r�nr�ot �e �etere� from ��ycfrar�t wf�f be �stir�at�d as a�cc�ir�teJy as �ossible_ �4t tE�e pre-cor�struction c+�rrf�ren�e t�-re co�t��c#or wlll ad�is� t�� inspe�[or of the �urrtb�r of m�te�s fha� wil� �e r�eed�d aio�,� +u�t� #i�e �ocation� wher� th�y will be ��e�. T�e ir��pe���r �u�l! d�f€v�r th� hydra�t me#�rs t� tt�r� lo�ati�r��, �1fter rns#ariati�r�, the conttact�r will ta�C� ful� ��s�or�si�}I�ty fo� kt�e rr�ete�s trntil ���f� �trne a� t�e cor�tra�tor re#um� ih�se rr��te�s �o the i��p�ecto�. �r�y darr,a�e t� t#�e m�te�s will ,�e the sal� respar�siE�i�Ry of t�� cor�tr�ct�r_ The V�late� D�p��#m�nt iV�eter �h�p +�+t]C eu�a��te lF�e condi��on of #he met�r� up�r� rat�m and if r��ai�s a�� r��et�ed �� car�t�ac�o� w;lG recea�re a� inv���� �or �hose �e��irs, �he l�sued me#er i� �or ti�is spe�ci��c �ro�ec# ar�c� localion orr�y. Ar�y �rater t�at �he contracto� rrta� ne�d for p�r°s�n�l use wil� r�quirs a s��araE� hydrant r�e��r ��t�ir,ed b}+ the �on#rac�nt, at �#s co�t, fr�m the V�1a�ar D��rtr�-�e r�t, �he a�,�-�f�s��-tirice n��ters shafl be rem�v�c�, ta�ged and collectec� �y th� Contractor fof d�f�vsry t� the 1+Vat�� D��artrryer�t hlEeter �h�� �C�t r��Of�tll�[�r,rn� Of ��pl�,C�t11�l1t. l��on re��orint� p�rrna�eh� a�r�+ice, �#�e �o�tr�ctor shall r�-ins��ll kh�� rr�eters �� th� cor�ec� loc���o�, 71�e rnefet �o�r sl���l be reset as necessa�y to !�e ��sh� +rv�ti� ti�� ex�sti�g gr�und �r as ��#����se dire�#�r� by th� �ngir��er. T�e t��r��oar�r� s�r�Gce ��ya��# sh�af! �ave a minimurn ava€lable �low rate of ���� at a dyn�ntiic pr�ss�re af �� P�I �e� s�rvrc� �ap, Tfxis cni�ri2� sha11 he us�d by the �on�f2��tor ko �etermir�� t�e �e��th �f te�porary s�rvicre all�wed, nur�i�e� of service ta� a�rd numi��r af f�ed poir�#�, W��n #�r� ��m�oT�r�+ s�rwi�e is requ�r�d �or rnor� tha� �ns lac.�ti�n #�te 2Yin�h �empor2�ry sero�ce p��s, 3��-i��� s�rv�c� lir��s �r�cl tE�� �-kr��h m�ter sh�l� be rr��v�d �o ti�� n�xt �UC�E9SIv$ pfp��Cl ����ti�Cl. Paym��� far w�il� s�ch as fRttir��s, 314-inch s�rvice �in�s, asphaEt. bar�'Icacles, �l€ s�tvic� conr��cttons. remcval �f #�rr���ra�y s�rui�s a€�d �II art�r�� �ssq���t�d ap�u�t�r�ant� ��q�ir�d, shall � ���luded Rn �F�e ��propr��#e �id i#ern. ��.9 P�r�ging ancf �teril��atian af �Nater l�l��s B�f�r� be�ng piac��f into ���vic� alf r�ew�y c�r�s#ru��d wa#er Cin�s s�a�i be p�rg�d a�d sten�i�e�i in acc��•�ance wrtY� ��-��} ot th� �ene�al �or�tract Docum�nts ��� o�z� - — _ �C-�S � F�A�T D - �I���I�L ��f�DITIC31�� �pecif��a�ion� e�c�ap# as mo�ifi�� hereir�. �'he �on#ra���r will fu�rtish aN waier �or ii�f�TIAL cleai�ir�� �nd steriF�zstio� af w�te�' �ln�s, AH rr�ateri��s �ar ct�ns#fu�ti�n �� fhe project, +ncl�dir�g �ppropfi�#e�y si��d "pip� clear�ing p;�s��, chl�rina gas or chl�rErrate� lirr�e (�I�'Hj sY��ll b� �urn�sh��i b�+ #!�� �ot�trac#o�_ ��Eortnate�! lim� �WTH� �haEl f�e u�ed �n suffi�ien# quanii�i�� to pr�vi�a a chRor,n� re�i�ual af fifty (�i�) Pl�k�_ 7he residual ofi free chRorin� sY�al� be rr7easured after �� F�a�rs �nd shall n�t be ]ess t�ar� 1� par�s per miJlio� of f�ee chlaest�e, �k7lo�ir�a�ed wat�fi sY�a�l be disp�s�d of in t�e sanitary sewer s�rster�. Shauid a sanitary s�wer nat be �v�il�bi�, �hlorir�ate� w��er ahall �e "de- �h��rina�e�" pr��r to �ispasal, �`!�e line r�a� not b� �i�ced �n �e�v:rc� ur�#II iwa successive set� of $am�Ees, t�k�r� �� ho�rs a�rar�, h�ve �ne� #i�e �stablish�d sE�ndarcls o� p�rrit�. Pu�'�ir�g a�G �teriiizat[or� o� #h� water Ifnes sha11 be c�nsid��ad as incidental t� tMe pra�ect and aii �osts inc�,rred wii� �e cor�s�dere� to be ir,��uded ir� the fir��ar fao# b€d pric� of th� Pil��.. ��.'�0 WoF#c Near P�e�se�re P�ar�e Boun�aries �ontrac�or shaEJ t��ce n�ke tl�at tl�� wat�r linv t� be replaced �n��r tI1Ns contra�� m�y c��ss or may l�e 'rn �lose �roximi��+ to ae� �xlsting pressure �ian� bou�dary, ��re sh�ll b� ta�C�r� to �ns�ree �II "�r�ssure plane" va�ve� �nstal�ed �re inskaNed ��osed and na cross conne�tions ar� made between p�ess�re planes ��.��I 1N��er S�m��e �taE�on � Ei� E RA�.: � �Ilf water s��x�plin� s#atron ���stal�a#ior�� will i�e pe� �##ac�red Figure �� ar as req�i�ed ir� large +�rater r��et�r vaults as per F��ure �3 ur�less o#herwfse r#irected b� �he Engin��r, �h� ���ropriate vt+at�r samplin� s#atlor+ wwll b� �u�nRsherJ ta th� �ar�track�r fr�e �� ci�arge; howev�r, �I�� �o�rtf��tor wiRl be r�quired �� pick �p this item at tk�� Field ��ei'�iior�� 11�l�ret'roUs�, PA�*i��f�T F�R F��UR� 34 IiJ��`�1�E�AT1��1�= Payment f�r all w�rk afld ma�eriais nec�ssary foe the i�stal�ati�n af ##�� �I4-in�E� �y�� �C c�pp�r service �kne wiil �e ��r�ll k�e i�c�uded ir� tl�� pri�a bid for cop��r �ervice �.ie�e f�'om ��i� to I�et�r. Payr��er�# #a� �I� worf< �r�d a���t�rials n�ce�sary f�r th� fnstaklak��r� tap saddle �if requir��i}, cvrparation staps, and �ii#�ngs shall �e ��cJt�d�d €n tl�e �rice b�d far ��rvic� Tap� to iV�akr�. Payrrr��t ��r �II w�r1� ��rci material� r�ec�ssary for #�e insta]lation o� t�� samplin� stati��, con�r�te sup���k h[ock, ��arb �tap, fit�ir�gs, and an Fn��d���tal ��fe�# of fype FC cop��r service iin� which ar� r�q�ireci t� pr�vid� a�om�l�t� a�d f��n�tiar�al ►vat�r sampEing st�#ion s�aEl be inclE�de�l in �he pr�ic� fai� forVlfa��r ��mpfe �t�#ior�s. PP�Y���T F�R �I�UR� 33 I�1�T�1�L.ATI�N�: Pa}�rn�r�t �o�' �tll work ar�d mat�r�aE� n����sary� for tl7e €�rstall�#ior� t�p saddEe, �a�e v�lve, ��� f#tir��s. sF�all be Inclut�ed in the �rE�e �id �or ��rv�c� T�ps #a f�aarr. P�ym�nt for �II wr�rk ar��l rnato��aCs necessary fc�r the i�stalCati�n of the samp�in� statio�, mo[�ifkcatFon ta i#�e va��lt, �i�#�ngs, �n�f all type �C c�ppe� �etvi�e Ikn� wllich are re�uired to provid� � comple#e a��C f�,ncli���� w���r �am�l�r�g statron sY�afl be ir�c�u�ed �n the price bid #�r INat�r �a�7�p�� �t�#ia��s. �a�sro� � ���37 - - r�'"4�� ❑ - �['4.:Lil��.. Lr�l�l�Ji�l��+� ��.'I� Ductife il��n aitid �ray Ir��t F�ttfll�� Refer�r�ce Part �� �anstr�,�t+�n �p�ci�i���ior�s, ��ctlon ��-7 Instafllr�g ��st l��n PGp�, f�tfings, at�d•�pecl�is. �u� s�c#lan E��7.� 1�ast Iro�a �'i�kir��s: ���7.1�1 DU�TfL�-IR�l� A�1�? �f�Al'-IR��1 �lTTIN��: �111 d�cti�e-iro�r and gr��r-iron �ik[ings �hafl �e f�rn�st��d w�th c��ri�r�t mortaf Ilr�in� ae state�f iMti S�c#i�n ��-7. The pric� bid p�r ton o� fittings �h�ll �e paymer�# ir� f�l� f�r all �ttfrigs, ]�i�t acce$so��es, palye#hyl�r�� �rra}��in�, i,�riz��f�l �or�ctete b�acking, verkical #ia-dawn �an��ete blockin�, and concrete c�acf9� r�ecessafy f�r �ons#ruct�vn �s �esi�netl, �11 duct�le-iron ar�d gr�y-Iron fi!#Ing�, aalve� ar�d s�ec't�as shall k�e we���e�1 witl7 p��y�lh��sne wra��aG��g c:ar�form'rn� t� I�I���fl$� Sp$�i����EQT� �1-� 3 and �onskruction �pecificati�n ��-1�_ UVrappin� s�all pr��ed� ha�i�ant�l �or�cre#e bfo��Cir��, u��kc�� tie- �lo+�+�r� car�c�ete blocking. and �o�crete cr��le. P��+rn�r�� f�r the �alye#h�lene w�p�ir�g, h�riror�ta�f c�ncr�te lalot;kir�g, v�.��a�al ti�-dow� concrete blockang, and �ortcrete cr�[#le s�rall be �nc[ucfed Ir� hid �te,rs fiof vales and fl�kir��s an�J no �#�er �aym�r�#s wEll be allouu�d. D- 53 SPRIh�KI�IN� FOR DUST �OI�TR�� Ail a�pll�ab�s proaisiarrs oF ���nciard ��eeifications I#em �40, "��rin�clfn� �r Dust �on�r�l" shal! ap�iy, However, �o diract payirr�r�k v�rill k�� rr�atte fof #I��s a��m s�d it sh�ll be ��ns�c�o�'�d Eo th�s oont�act. I�� �4 D�WAT�RJIVC T�7� ��r�tr�c#ar s��ll be r�sp�n���l� �or determ�n�r�� tho �ri�th�d af dew�#ering oper�tfan for �h� wat�r or �ewage fCovus fr�m �F�e exis#ie�g mair�s �nd �ra�i�d wat�r. T�� ��nt�ac�or shall be F��por�sNl�Ee for darr�ag� a� any t�ai,�re r�sult€n� from the dewa#ering �p�ratlons. �'he bC��HP�R�� �rarr� any �ewat�rin� o�erakion sha�1 be cond+�cted as �ppraved I�� #he �r�g�ne�r. ������� wa#e� shal� �o# be clis�l��rged anto sanitary ���ers_ D�wa#�rii�g shall k�e cor�5ider�d as Ii1Ck{�8f1�3I �O a co�str�k��E�n 2�n�i ��t co�ts incurr�d u�rill be c�nstdered ta be ir��l�d�� in lh� �r��e�� prtce, D-'�� fFtEI��H E��AV�4T4�1V �iV D��I� TI��N�H�� �antra�#�r ta prevent �ny v�+a#er fil�win� �nto ��en #��n�h tl�rfng con�trWc#iot�. �or�tta�or sk�a€I not Ce�ve exc�va��d tre��ii a{�e� av�r���ght. �ar�tract�r shall fill �n�+ #re�7ch the same �a� �f a�c��va�i�n. �l� extta �aymen# �h�f! b� a�lov�+ed for t�ks special cand�#lon. [?� �� TR�� PR�NiNG �, REFEREt+l���: �fati��al �r}�or��t Assc�c��#iar�'s "Prun€n� ��and�r�ls �o� �h�d� Tr���", B, ROOT �RUEVIN� EQUIPMEP�T �I , �/ibratory IC�ife �. Ver�neer �l-15�OR� Root �rur�e� �, hfATURA�. F�E��LJ���� PR�T��Tl�Cd ��f�i�� 9, �te�l'�T'� = �ar sr��c�s, � ���t �an�- �arzaiwu� - - - - T� C� 3 8 �A,F�T D 4 ��E�l�L ��C�DI'1"���l� ❑r �. � �. �n7o�#h �i�rse�lNir�; � �-�1� gau�e �m��i�r� �aug�} �r 7 2 gauge {heav�+ gaug�). 3. �urv�yar's Plastic Flag��n�: `Tur�d��" v�eigl�t, �r�terrrationa! #��tores�ent arar�ge ar red color. 4, ��rnb�natsor� ����e: �ornm�arciaCl� �ar�ufa�t�r�d �ar�b�na#ifl� �att s�p�rator f�k���� an v�rwre m��l� �ack;n� as sf���vn �n th� Drawin�s, RO�T PRUh111�� �_ �4�rv�y �n� staic� loc�#i�n �f root prur�il�g #ren�k�es �s s�own on dr�uvkn�s. �. L�sing the ap��oved s�ecifi�d eq�,i�rrYent, ma�te a cut a mir��rr�um �f �� inches �l��p �n or�l�r to minarni�e �amage !o the �r�c�ist�rbed roo# x�n�, �. Ba�l�fiil and ����p�ct t�� trer�ch [mm�diatel+� ��te� �renchi�g. 4, ��ac� ���f�ot wid� �y �-inch d��� c�var o# m�lch ov�r th� #t��n�tx as r�q�irec� by �he �ng�r��e�. �. 1l��itYr�n �� ho�ars, prurie f[usl� wit� grounc# ar�d ba��sflil at�y axposec3 r�ots d�e #o �ans#ru�tian d�t]�S�j�, ��V�C Wkt}1 woo�i chips o� �x��lch Cn �rder to equaG�e soii ternp�ra��r� a�d r�in3m3�� +n�a�er Eoss �ue to �vap���#ion. B. ��rnit a�y gr��kn� +rwc�rk v�lkhin cons�rvati�r� �r�as to 9-i�c[� maxirr�um cut �r f�l1, w�t� n� roats �v�r �-in��� diarr�et�r �ekn� cut ur�less c�t by �ran€I or cu� k�y s����fa�d meth�ocls, �qulp�n�nt artd prate�#�an, MUl��J�a�l�: A�p��y ��ir,ches #� 4-ir�ch�s oP wvad cE�i� �r�rr� trimmin� ot c�earing �p�ratior� an are�s desEge�a���l b�r k�e �r��ineer, Tre� Prunin� si�all b� �or�sidered s�bsE�iary #o the p�o�ect c�nt�act prrce. D- �7 ��EE REI��IIAL �re�s #a b� r�maved sY�aki �o� r�mo�+�d us�ng a�plkc�#�fe tneth��s, ir+c�e�ding st�mp an� rao# �a11 re�av�l, �oa��ng, ��+�Ging at�c� dum}�ir�g, Extr� c�ution sh�tl b� t�ken to i�ot �Esr�pt existfn� utl�itles boxh �v�rhead �r�d buri�d, T�� �a�#f�cEor shall irr�m�dfatel� r�pair� or rep€a�ce a�n� �arr�age #o u�f�llae� �r�d �riva#� pra}��r�y ir�cl�ding, t�ut n�t i€r��teo1 �o, wa�er and �ewe� servic��, pavemer�t, f�nc�s, v�+aRas, sprtnkler syst�� p�p�ng, �t�., at r�� co�t to t�e �v�ner, All cost� f�r tra� rerrtova�, incJ�drng tern�����ry servica costs, shall be �onsidered su��idiary #o �h� pro�s�# c�n#ta�t �r�ce a�d r�o ac�dil��r�al ��y{n�r�t v�i�l be �!l�wed. D- S8 fE�3 H�LES 1'he matter a# �tt�surf�ce �xpkora�ion �o ��c�rtair� the n�t�re of th� sokls, Gt��lud�ng ##�e �rnount of racis, Gf ar�y, �hr�+�gh v�hfch #hfs p���li��e installation �s to b� �n�de �� t�e r�s�or+s�b�i�ty af any and aVl �r�spectiv� l�tdd�rs, �n�J anp btdder �r� tl��� praje�� shaMl st�bmit his �kd under tY�is aon�iiti�n. 1�h��F��r �ro�pec#rv� �►�d�ers perforrn #�ris st�bs��f�c� expa�rati�n loir��i�r or indep�r�d�ntly, ar�d �ri�eth�r they rnak�e such de��rm�natio� by #he �s� o# t�st hol�s or o�h�r rr�ear�s, sI�aIJ be I�ff to the disc��ti�n �� sucl� �raspe�tiv� bi�lde�'s. I� tes� b�ri��s h�ve ��cr� rr�arle �nd are p�ovid�d fior t�idsier's i�f�rrr��t�on, ak tf�e lo�ations s�owr� �n #i�e l��� of ba�ir�gs ie� #�re a}��e�d�x of thi� spec�ficafi��, �t Es expres��y de��are� tha# oa��rx --- — — ���39 _ : � — - ���r � � �������, ��r������n�� - �ei#I��r the ��ty t�o�' #!�s ��7t�ine�r gt�ar��#e�s tfne acc�ra��+ for #h� irrfarir�a#iar� ar #h2�# �he material encount�red 'rr� e�cca�akiar�s is ihe s�me, �tla�er f� characker, Iocatio�, �r e1�v2�tion, as sh�wn or� ti�e bor'rng C�gs. ft sh�IK he t�,e r�s�onsibilP#�+ of the bidd�r #o ma�e st�ch subsurta�e ��vesti�a�ior�s, �s he deerns ne�essary t� determirr� thr� n�t+�r� � t�e mater�aE �o �e ex�a�ated. l"he �o�tr�cto� ���u��nes a�l respc�ns�i�i��t� for ir�ter�retat�on of tltiese �ec�r�s �r��4 for r��l�i�g ��d rnairrtai�kr�g t�e rer��,ir�� exc�v�#i�n a��� �f darng oth�r vu�ek a#fe�#e�E �y tF�e geo�o�y of tk�e site. T#�e cos# of a!I r���t r�rn�val �a,d vif�e+- ass�cka#ed �p�ur��r��nces, Sf re�u�re+�, shall be rnclud�d En #it� ki�1�a� #aat bicE pri�e nf ti�� pi��. D� �9 PUBLI� IVOfIFI�,+��`IOlV PRI�� TO B���hiN�N� �ON�TF�#J�TIOIV A1+�� N�71���,47f�N OF T�11+1PORARY �NAT�R a��V�C� fN�'�IRF�k1F''�f�� DUI�IN� ���lSTFtIl�T'IO�J Prior �o b�ginning canstr���iar-k ot� ��� �lo�� in tii� proje�t, the ca�l�ract�r sh�l�. or� � bl�c�t by �loc� bas�s, ��•ep�re and r�e�iv�r a notice ar ffy�r �� ##�e p�nc�Gr�g �o�struct��� t� the front d�or �� e�ch r�sEd�in�� ol' bua�ne�s k�s�t wi�a I�e irr��aCt�d by Cons�ruCt��n, �ha nc��ice shali be pro�are� as faNl�ws; TC�e n�#i��ation not[�e or ii��r s�ali �� pos�ed s�ven (7� days pr3�r t� #�eg�nna�g �np corrs�ruc�i�n �ctwvity on �ach� b]�ck kr� the �ralect �re�. TY�e flyar shal� be pte�ar��i �n th� �ort�r��tor's Getterh�ad �nd s��ll includ� �k�e fo�l�w�r�g in���mat�on: N�rCr� of Pro��ct, D�� f�o., �co{�� of ��a��ct {�,a_ #}rps of c�nst�ucti�n ��tivtt�rj, ��#�al cor�s#r�ctio� tt�ieation within the black, t#�e i�ama o# #h� ��rrt�a��ar's forernan an� �is pa��ne r�um�er, ti�� ri�,m� o� #h� �ify's i�7s�ctor �r�cJ has pf�orre numb�r ar�d the ��ty'� �f��r-hou�s p�or�a numbe�. A s�rr�p�e �f th� "pra- c�n��ru�ki�� not�#lc�#ion' �ly�r is attacl�ed, �'i�� c�n�eactor si�all s�l�rni# ��che�i�t�r sl��wJn� t#r� ��nstr�ctiat� sta�t and �ft��s� tPme f�r ea��� bl�ck o� th� �!OJ6Ct tQ If3E IFiS��C�QI', I1� `r]�CI1tIQC1, a���� of #h� �lyex sh2�Cl fae d�lave��d ta tF�� ��t�r Ir�s�ector for his rev�ew �arior to beinc� cliskribut�d, Tk�e �a�#�'a�tor wfq r�ot be allaw�d �� �egir� ��nstr�rction an �r�y #��o�ls urr#il lf�e fiyer is ��liver�r! t� ��I r�s�d�n#s of th� b��ck, In �he �v�nt it t��comes �r�ce�sary to t�mpflesri[y sh�t down water servioe t� resi�t�t�#s �s b�rs�nes�es c�u����g constr�c�ia�r, t�� co�trac#or s�al� �r���r� �r�d defiver a��tl�� or flye� af �h� per�dkn� inter{upti�� to k�e fra�t d�o� �f �a�i� af�ec��� re��d�nt. The nak��a s}�aJ! �� prepare� a� fo �lov� s � T�e noti�ic�tl�n �r fi�+er �k�al� be pos�ed tw�n#y-���r {��} prior to �i�e temporary ir�#errup#9or�. Tf�� f��rer sh�ll b� �rr�����d �rt fl�e �nn�r�ctor`s i�tt�rh�ad and sY�alk ]rtclude t�e foilo+n�i�g ir�form�ti�r�; �a�ns af �f�e pra�e�t, D�� r��rr�ber, !h� date of the ir�t�rr���i�n of s�r►rJ�c�, the ���ior� #he In����t�ptron wi�l �a��Ce pfac�, #{�e nam� of ih� ca�tra�tor's �ar��nan ar�d C�i� �hone n�etrbar ar�d #h� n�me �f #he �kt�'� ir�sp�ctor and h�s pE�one n�rrrbet, P� sample of #�� Eeit�p�r��y water �e�vice �r����ruption r��tifi��t�on is atkache�. � co�y �� t�r� r�m��rary �r��erruptfor� �r�li�i�af�a� shaEl be ��fiv���d #o fhe it�s���tor �or hi� re�ri�w priar to L�eir�s� d[stribuk�d. T1�e contr��#�r �h2�IR not be �ermitted ko p�or.ee� wittt ir�#�r�ptG�n �# v�a#e� s�r�+kc� ���#if th� flyae l�as �ae�� �elr�+�recf to aEl �ffe�t�d F�skder�t� an� fa�rsir��ss�s, �C��kroni� �r�raior�s of #he s��ple Fiye��s car� b� obtained frorn �#�e �or,str�ction �f�ice �t (8��} $�'l -8��fi. ��f work i�volv�d wit�t th� �ot�f��a#i�r� fly�rs s�al� b� co�s�tl�red subsfd#ary t� t�e ��r�tract pri�� and no addiki�r��J co�n�ae��afior� s�all b� �7�ade_ o�r,�ra� S C�4� P��T � � �PE�IA� ��f��ITIC�NS �- 60 �'RA�FI� �UT�'0�1� T}�e fiemaval �n�l r��fa�err7�nt �f kra�flc h�tt�ns is ti�e �esp�nsi�lli�y of �he con�r�ctor and �h�ll �� cor�sicf�r�d � s�,bsi�i�ry ite�n_ In tt�� ev�nt ti�at the contractar pr�fers �or #�e �fgn�l�, �ig�s ae�d [�+�arkin.gs D�vision {��Al1D) o� ihe Tr�ns��€#atk�r���'ub�ic 1+Vat�s De�artrr��r�t to in�taRl t�r� m�rk9n��, tl�� cont�,c�of shall cor�t�ct ��h�D at (8� 7) 87'1-8770 ��t�i shal! ��irr7burs� �S�D for ak! costs ir�cu�c�d, �tl� 1a�o�r ar�d r��t�;�a�. �!o aclditio�a� c.�m�er�sat�on sha�l ba made �� #he eanlra�tor �or t#�ws �aEmb+ar�em�nt. �- 6�1 ��41�1�'A�kl� �E1N��2 ��F�11��� �L�A�IOU�� +Nh�never a sa�i#a�ry s�wer s�rvi�e i�n� ie ie�st�lled ar r�placed, #h� �on�ra��ar shall Ensta�El s two-�va� service clea��ra��t as showr� in �a�� �ttac��d de����, ���a�touts �re #o �� ie�st�ll��t �ut of ��G�h traffi� a��as �uck� as �IrGvev�ays, ���ee�s, sid�wa�ics, �tc. wl��r���er possible. Wl�er� it as n�t �os�at�le. ��1�' �IE�IiOUt St�Git �11C� Ce��} SG�3I� �]� C��� 1C0�'1. Paymer�t f�r akl work ar�d rn��erfals n�c�ssary for the ins�allation of t�� two�.ar�y se�+ic� �I��n�ut �+hich are r��ui��� ta pr�vi�s a carnplete and functional sa��t�ry sewer �i�anouk ��a��l be tnclude[� ir� the pr�c� l�Gd f�r ��r�i�ary �aw�r ����ric� �l��r�o�ts. E}- �� T�I�POR�4R1' �►41l�ME�I� R��AIR T�re �or��ractar s�r�li provide a�em�orary pav�rr7ent repair i�nrr�adtatefy after tren�� backfi�� a�nd �o�npactEo� �s�r�� a r��nirr�um �f �-�ncl7�s �f k�ot rnix �spk��lt over a� �nin�rnum �� 6-�nch�s of c�rr��acted it��t i�ase. This t�ix�p�rar� r�p�lr s��ll be ralle� to �rovi�e � smaoth trae�si�ro� bef�+e�� th� ��I$fil�� ��VEfTtBilt ��iCi t�3@ terrrporary repair, Th� ur�it �rRc� bid �r�der tl�� a�o�ro�ri�te bid item �f the �ar���saE s#�all cav�r aFl �osts for prav�d€n� terr7#�vr�ry p�vernent r���ir for aIR stf�e� c�r#� �riar �� str��� r��onstru�tion_ �J- 6� ����TRU�TI��! ��`AK�� Tr�e �ity. thro�gh its �ur�reyor or �g�n�t. will �r�vi�a to th� �or�tra�#or co�str�rctRor� s#�Ec�s ar o�l7er �u�torr}�ry erx�t�od of m�rkinas as n�ay �e found c�r�s�stent wE�h profes�i�r��t �r�cti�e, �s��bl�shi�� fi�e and grade� fcr roa�fway a�cf ��iiity� constrUction, a�d �er�terfi��s and ��r���rnarks �or t�rldg�work_ �F�ese stakes �f�a�f �e s�t suff�ciar�tlp in ��var�ca t� avo�d de�a�+ whenever {�r�c�3�aL One set of stak�s shal! be �et �or aFl u�'r�i�y car�skruction �wa�er, san�tary seWer, +�r�ina�e e�c,), and ar�e s�t �f ex�avatior��or stat�kli�at�on s�akes, ae�d one set of st2�ke� for cur� an�i gutte�lar �a+��n�. C� sC��fi be €�� s�le res�ons�bility a� ��re �ar�trac#or to �r��erue, mair�tair�, trar�sf�r, e#�., al� stake� ��rns�hed ur�#�l com}��at�or� �# tF�� co�s#��ckrar� �hase o� the pro��c� f�r w���l� #hey ware �urr�G�hed. 4� th� ��ty or �ts �gent d�tarmi���s t5��� � s�ffi�wen# �urnk��r o# stakes ar rr�ark�ngs pr�vaded by #�r� �ity, have b��n lost. deskroye�, or diskurb��#, �o pr�ver�i �h� pvo�er pr���c�tion and �ontrol �� �h� wori� cor7t��c#ed ��r in the i: or�t�ac{ Docurnants, it s1��1! be the �or�#ractar's fespor�skbil�ty, �t tC�� Cantractor's ��I� ex�ens�. to have suc�� stake� rep�a�ed b� a��� lnd�vi�ual r�gfstared b�r the Tex�s Board of Pr�f�ssianai Lan� �urv�yor �s a�2e�i�tere� �.and �u�v�y�r, iVo c�aims f�r dea�y c��+� to Jack o� replac��nent �f c�nst�uc#{�n st��e� will be �ccepf�d, and tirr�e wi�l corrtinue to �e �harge� �r� accordax�c� w�rf7 tf�e �on�rac# Dacuments. osr��ro� ' � � �41 _ �- -� �ate: ���.�CT NA11�E: �.�PS�� L��A.fiI��1: LII�IIT� O�' ��1��T.: ��#imated Uura#ion of �onst�r�rct�o� v4 yoe�r St�eet : • days "�'�I�,� �� T� I�1F�R11� Y�� '�`,�A,'�` �11�1��� A��.�1'T�A�T V4�I'�'� �'� �'�'T� �� ����' 'I��R�`�, �U� ��MP,��TY i�LLL �k�SP.�,�'��T� ���ER L.��S ��i �R ��U�D Y�U� �R��E�T`Y. �'��1S'i'��JCT��I+� 1�VLY.L 8��.�I �P���1V�A�'TE�Y .��V�i�1 I�AY� �'I�O1V� 'X'�� D�'�'`� ��' 'X"'�-��� I��'X'���. X�' �O� Ii�,'V� �U��'�`i�2�IS A���I"T` ����S�, �E�i�RIT�, ��ET� �R 51�� 4f A11�� ����+i.1� A�L1�1i�� R.r��Y .�Y��`. <���1Tl�A�'�'[��'S �UF��Il�iT�NDEP�IT� A'T �X'�.L�P��NE i�F�,� �; .11��'. �C�'�'"Y ���'��'�'�R� A'I" �'���P���I+1� l�,i�.� A►�''�'El� �:3� �1VI �� �IV 1�V��Y{E��, PL��►�E �'��� 871-��'�0 �To �� pr�n#�d on ��ntrsc�ar's i.esc�nc�ac�) D�E l�+o: PI,��l�S,�' K,�"�l' T'�I�� F'��L�"� ���'I��Y F�I���'1� ���J �'.�,��, � ���� ����� � �#t�t „ ��E !#�. ���]C][ Pro� 1'��p�e: ������ �� �������� ����� ������ ��i������x��� D�1� T� �3`FII�iT� I�PR�V�',�1+l��1T� II+� Y�iJ� IVEI�]�I�����D, YDUR 1W.�T�� �E����'� WILL 8L� �iV'�C1tRU�'TE1� �1�i B�TW��hi TH� k�O�J�� 4� Ai�� . �C ���J �AY� ��TE�TIC��i� A�3�U'l"�'FiIS 3i�iJ'�'-�UT, �LEA�� �ALL: 11+Y�. ,� A'i` �C'01�1'C`�tA�'��?I�� 5����11Y'�'L��?ElV'f'} {'S'E�EPiI�� 1�i�i1Vi8ER� C�] w� � ft. A.T {C�'�"Y �1�SP�C'�I��t) (�`�L�PF�ON� NUl�I�iER} �l J3J`7 il1L 41� Y L' �1L' i14�� 1'T Jlelr A}� �� ►7�lliS S�i3 F��`7����+i A�"1f4L7� 7 ��.+q � � 4LJ11 R iLCL���� 0 � c - ���rr� Qr�rr� F���lu#i�� ��ntr�f �r� V�e��h�r F��Id ��r�en �ite ����r� h�ur�i�ipalit�+; - -- - I �ampl� �it� Lacat��r�: �� �2e�ei�+an� 1+Vater, _ �am�le ��te fCir��� One�: �utfa�a f �r�-Line ! �urtace Flow �u#Fal� D�mensi�e�s: Ac�ess I�s�f+ac#€ons: G�id ��II Ib; _ _ .. ll�ateri�I: # A�ch �ny pho#ogr�ph� #a t�e ba�k af this s��et. #to�l � _ PE�oi� � `► Visif � � __ � _. . - y �na lll�lt � � Q l�rs ��d < 24 h�s la�er } a�telTirrte: I��tef"f`im�: I Pre�i�Etat��� � 48 H�`s7 `�` I N Flow: 1' ! i�! Precipi��#ior� ��4� Hr�� 1� !�E Flow: 1� 1 f� I - - - - — �H; ! �olar: #� pH: �ol�r. � � De�erg��nt: �ppr� �d�r: # D�terger�t: ��pix� �dor: � � �hl�r€ne: pp� T�rb�dEty: NTU j�hlorir�e: �pm Tur�«#ity. NT� ��I I�n�p�r: p�O�r, Oil ���e�; Y!� I��pper: �P�� �i� �C�ee�: Y 1 N ' �heno��: ��prn �urf�ca �c�,r�: *�' � !� � Phenols: ,_,..��r�ri �u�'ac� ��urn: Y 1 h1 �Ir�iti�t�: ` � {lniiiafs; _ .� �lnitials: � (Ini�i�l�� �_} 0#�er �#h�r .. IV��es:��_ : � f�otes: �- - - - — _ - - - - - - - �core for '1ak 11�sit = Score fo� �� 1li�i� - �o#al Score � U�e or�e of the f�l�a�nrfr�g to �stlmate fl�w: , llse ar�e af #F�e fa�law�ng �o estlm�#� fiovw: A. �ree FaEI int� ��ntair�er: f�, Fr�e Fai� int� �ontair�er. �afume _{��I) Trrre _ �S�c � 1lalurr3e� {�a�� Tme_ - (���j II B_ �hann�UPipe ��ow (Draw on #��ck.)' B. �har�neUi'ip� Fiow �Draw �n batck�: �ep#� � (�r�� 1Nidth � �Cn} {�e�th �Ir�) 1Nic�th � �I�r) � 1le�oc�ty (�#lsec� �l�laclty (Ftlss�c} I �. �ther; ���rch as weir} �. C�tl�er; �su�h as we�r) D�ac�f�� on ba�k of �aa�e. Des����e on back o� �a�e. ' Discharge �sti�ate = � a��am Dfscharge �st�mate = 9�n+ ����er #o p�ocedure nates #ar num�ric c�odes �� F�ef�r �� proce�fure r�o��s for n�Rmer�� cades ���� �� �D��T'f���� �PE���IL ���Dii���IV� ���r �� = ADDIT'N�N�#L �P��1�4L C�h1DITl�I�I� DA-'i DA-2 �A�3 Q}�-+� QA-� �,4-6 Dl�►-7 DA-8 DA-� DA-'I 0 D�1-'t'1 17A-'I � DA-'I 3 D�l-�f �4 �A-'� 5 DA-� 6 DA��# T D�4-18 DAV99 DA-�0 I�A-�� DA-�� [�A�23 �FA-�4 D�1-2 � pA-��► DA-�7 �A-�B QAm�9 DA-�0 I�A-�'I QA�3� DJ�-3� [�A�3d DAr35 DA-3fi pArt3� DA-3 $ Dl�l-39 DA•4Q DA-�'I �]A��2 DA�-�18 D!�-�4 C3A-4a DAl� 6 DA-�tT DA-�8 AiN�1RD O� �ONTf�A�� FDR PROJE�iS �fUiTH IVIU�i'IPLE Ui►�17� ......................... 4 pINE�l�4� REMABILITAT[�h,4 �UF��D-I�#��LA�� PIPE - N�t Us�d ............................. 4 �� �N�R�EIVI�N� 9Y�T�ltill - �lat Used ................................................................ �1 �DLD Ah1[� F�RM PIP� - I�ot Used .......................�--.._..._,,,..............................,....,..,.. 4 .�LIPL[NING - Pl�l Use� ................................................................................................ 4 PIP� IN�TAL..L��} Bll �THE� �'F�A�I OPElV �EJT ........................ ......,,..,......,..._ 4 ..� ,�._. - �'YRE Df CA�fi�� PIPE ............................................................................................... 7 S��R111�� LI�J� P�11VT R�PA�I� ��L�Ah��I.�T REPI�IR - hlot Llsed ............................. � P�i�TE�TIVE IyfiANH��E ��ATIhlG �OI� ��RRO�I�i+! l���T��fl��l .................... 8 MAIVHDI�E R�W#�BILI�'ATI�h! - P!�# l.Jsed ...................................................................�� �#JRFA�E PREPARATION F�R MAI�FE�LE F���iABILITATI�N - iVo� l�sed ..............1C} INT�RI�R 14�AhlM�I�� �D�#TlN� - IVII�ROSI�.I�ATE MORTI�R SY�7��I1 - No# L�s�ti'�0 I�1T�RE�F� 14�J�NH�l.� �O�ITIN� - QUAD�}C �'f�7`�M - [Vot l.�s�d .............................11 �h,4T�Rf�Ft II�iANH�L� �0�471N� - �F'RAY �IA�L ���TEM. , .....................................1'� 11�TERlOR �IA�I�IOL,E ��ATIN� - RAV�N I INI�!(� SY�T�M ....................................13 �T�R�OR MA�SH��,� ��A�I��: PERI�lA�AST �YST��i 1�UfTH E���Y LiIVER - No# �Jsed .........................„--��-�--�•---.._,_,.._...........,.._...,.,,__,._,.._,�� INTER�OR 11I1ANH�l�� COJoITIh���TR�N�-S�AL-S*f�`C�M - IV�t Use� ....................�� RI�I� FIB���lA�� lIIIANHCIL� LINEF�.$ - h��t Used .................................................'E� PV� LINED �CON�l�ETE WA�L RE�O�#��FtU�TI�� ���# U��d� ..............................1� PFtE���JR� �R�UTI[V� - Not Used,--��--�-��--�--�-� .........................................................�I6 1lA�UUM T��T�N� OF i�EHABI�lT�47ED 611Ah1M�L�� - kVo# l.Jssd ...........................'iB �3�ER�LA�� I�AIVH�L�S � �l�t l.�sed ._._,._,,.-� ...........................................................�� �O�ATION 1�►ND ��P��IlR� �F MAh��1QL�� AiV� Wl�T�R 1lAL11�3 .....................7 � 4�EP�A���lI��1T O� �OtV�RET� �URB AND �UTTER ,.,.,..,..,_„-,.•-.• .......................�-r R�PLA�Ei1A��V�' �� �'" �Oh��f���� QR11f��IfA`fS ...................................................._'i7 REFLA�EMENT OF H.M.A.�, PAVEIh�k�h�T�4N�] �ASE .............................................�$ ��AC}�D ��U�HED ���NE� ............. ............................. .._._......._18 , ., , ,. „ . Vw��]GE l�I�l�l..l�l� 2"" T� Q'" D,.��I �.�' V1�ID� ..............................,....,..,,.,..,......,....__.1� BU�f'TJOSNT� - fkfII�LED ....... .....................................................................................19 �'° H.M.A.C, �I.IF�FA�� �QEJk�� t�YP� ,��,� M�3C1 ............................................�---..._.�� REPLA��M�NT O� 7" �ON��t�T� 1lALL„��f GUT7EF� .............................................�7 N�1� 7" �OEV�f��T� 1fl#���Y �UTT�R _„__„ ..............................................................�� N�W 4" �T�4�1�l�RD �fVHE���H�4LR RI�IMP __...,,,,.,�-� ...................�----...._..,.................�� 8" PA1fEIMf�EI�T �U��l�F2��ATl�lJ ,,._„--�--�-•�,.,�---„ .......................................................2� l��I�S�OF��ED �ONCRET� P�l1�EM�N�' C��2 BA�E �kJTl�.l�lf �1.��� ...........................�� f��4E�ED PA1f�I���JT MAR�{ER� .................................... ...............�--�-��.,,._.,_..,,_........,�� POTE�VTIALLY PE�R4�.�11M ��hlT�4MINA►YE� MAT�RI�1� HAI�C]l�lN�,,,,,,,,,,,,,,._,.�5 �Ap1N�� ��Iq3V�PORT10.T1��,4� A�V�7 �1����A�. �F C��i�Jo1MlNf�T�D ��EL,_...,...�9 R��iC R�F'RAP - �F�OL�T - FILTER �ABRI� ...............................................................�� C�N�RETE RIpRAP,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,•---.._,.,..------�----��--------.,.......,..........,....,,....,,,.�� ��IV�R�"f'� �1�Lk�D�R ��PE AiVD FITTI�1�� - �!�# Used ..........................................34 CO�1�FtETE PI�E �t�7fl��� Ah1D �PEC�AL� - f�ot Us�d ..........................................�� � U1��i.�4��FFIED ��`f��ET E���1fATIOIV - hJat lJsed ,,,,,,,,,,,,,,,,,•-•----....-----...---.---......_3� G°' P��rrORJ4��t� ���� $�.1BD1�,���1 - N�t l.lS��i ..................................,.......,...,..,-...�...�4 RE�LA�EI�EhfT �F 4'd ��N�F��T� �1C��1N►4LFCS - Nat l.f�e� ...................................�4 - -- R����JIMEN€]E� ��QUEhi�E �F ��h4�1`RI.��T�DI� ...............................................34 � P,���iVl�#V�` REPAIFi IN PA��{Ihi� ARE�1 -�ot Us�d ....................................•-•----._._._3� E,�SEIhlIE�1"f'S A�#D I��.RIXfI�T3 ............... ..... .. .. ............... .. ................................ .... .�� o���� A��-'i � PI�i�T L7A� i A►DDITI�{��#L �I�E���1� ��I��1T���1� ��-�s ����q DA-�'1 DA-�2 QA-�3 E�l�l-�4 DA4�5 I�A�SG D�#-57 DA�58 DA�59 DA-BO �A �'� DA-fi� DA-G3 DA-�� �A-65 �A-�B �A�B 7 �A-�� DA-69 DA-7� DA-7 �I Dl�l-7 � DA-73 QA�74 DA-75 D14-7& �A,7'7` DA-7 B DA-� 9 DA-8� DA-81 Dl�ll-8 � aA�83 DA-8� DA-85 DA-8� �lA-8T D�4�88 DA-89 DA-9� D�,99 pA��� aA-93 €1A-9�4 DA►-95 DA-9B DA=97 wi��u�r�a� ��t�u�����r��`s ....... . ..... .. .. ..... .. ... . .... ...... ....... . ... ............. . .....�� -- ... ... .. . . .. . _... ��N�F��TE E1��,4S�M�NT ........................................................................................'�� - -- �Oh?N��TION �� �?{I�7�h1� �TRU��`EJE��� .............................................................3fi TUI�BC] N1�7�.�2 �I�H VAULT JoIND @YPA�S 1N�TA�LATION - Nbt LJr�� ................38 � - -� „ C��EN FIRE ��I�E IN�TAL�.AFI��I� - �lot �sed ........................................................._�$ Vh��A�E� �AhAPL� �TA�'IO1V - Nat Us�d ......................................................................3� C�E1��3 �fV ���1�R�TE P10.VEM�NT No� Used . . . .... .. ....... .......... .. .... .. . .........�6 �FEQP DRAV1�1(V�� �--�-•� . . . . ...... .. . ... . . „ ..,.,,, ...,..,.........................,....,.......,, , .�$ �Q�T BR�AKD�VIf�} ..................................................................................................37 �N�F2Ft h1�AR PR�S�iJR� PLANE BOUND�#RR�� - IVot �Jsed ...................................�7 �'�A{V�ARD ST�E�T �P��I�E��#TlOh�S �i.lUI.A.�, �1��RLAY ...................................�7 H.Ih�.A.�. M�E�� THA�1 9 Ih[�W�S DE�I� ...................................................................�37 A�PHALT QRIVEW�4Y REP�ItR .....................��---..,..,...,....,,....---...,......._.,,.---._..,.........�8 TDP �0�� ,.-----��-•-�-�� ............................ .,....,.._.,,.......,.,_._.,,,_,_,_._�8 .............. ....... . ...... WA�i'�R I�I�T�R Ahi� i�11�1`�R BO?t F��L��AT��h� A�1� AEi,�IJ�iN1�I�T ...................�8 BII� QlJA�#Ti�IE� ............................„_„__.._,_,,..,..�--��-��--,._._,,,_,,,�---..,_,.,,.,..,,-�--�---........._�8 WORK IN M��H�NAI� F��C�H'I' �F 11VA'�' ...................... ..,................_.�8 ,........,..........,.,..,... �i�#J�HED LIM�STONE �FLEX�BASE .......................................................................39 �PT��N TD R��V�1l1f .,,...._,_„ .......................................................................................�9 f�0�!-�J{�L�I��IVE ��#VTRA�T ....................................................................................3� �01J�RETE 11A�.L�Y �UTT�R - i�ot User�,.....,......,,.---- .............................................3� - - TRA��i� �U77�N� - �J�t l.�sed...,,, .............................................................................�� PAII�M�NT STF�IPING - N�� iJ�ed ..............................................................................39 H.M.I�.�. TESTIh1� PR��EDURE9 ---�--._,,..----•---•-• .....................................................3� -- S�QP� OF W�RI� ��TIL. �UT�,.,,.,.-�•----� ..................................................,_,.......,.....,�1� �Q�17F�A�TOR'S �dESP��JS��I�TY �U`I`��. �l.�T} ................................,..,..,..,....,........�� �ONTRA�T TIME �UTiL. �UT1 ---•----------------�--�---�-�---..,,........,............,...._...........,_......�1'l �E�lllf��D �R�1N P�ft�OfxlN�L & �[�UI�IVI��IT {UTIL. C.UT� ..................................41 T3�1JI� �4�L�1N�� F�F� l.�'�`IL��C'f �U7� �i.ITlL. �U"I"� ....................................................4'I �1QUIDATED DAltiJIA�E� fU31�,. �UT ........................................................................41 PA111�iC R�I��#l� �p��� fUTll�. �ll�� .........................................•-•---,..,..,....,,........,..44 T�EIV�ii BA��CFI�L �UT[L. �UT� ...............................................................................�� CL�AN-UR fl..tT�L. �UT1 ........ ... ... . ...... . .............. ...... ,..... ,. ......... ................ ... ,�� P�OPE1�7�f AC�E�3 iUTI�._�UT�-••--•-----•-• ................................................................�� �UBIVII��ICIIV OF �lb� (iJTll... �I�T� ..........................................,,.,.....,..,...............,.,..42 �7�NDARD ��4�E F��P�41�t ��R U�+11'r' � �U71L. �U1'i ................................................�� �ON�R�TE 6A�E REPAIR FOR U�IET li $� iJNii Ik� �U'fl�. �UT? ..............................4� � TD 9 H.�I.A.�. PAITE�VIENT (Ul'IL., �l�T� ......................••--�-------�--�----•--,.,,._..,....,.,.---.4� ADJU�� 11VAT�R VA�IiE 80?{ES, �iANH�I.��, A�1� 1lAl�L�'� �Uiil�. �l.lT1.......,.,.,44 �UTAlhiT�N�4A�C�. B�#�1D fU�IL. �UT ..................................•�•---.._._,..,....,,.,.,,............._,�� �RI��C I�AV�N��t�JT �U71�., �UT] .................................................................................�4 L!l1AE ��ABILI�EQ �llB�RADE iU !T L.• �UT} .............................,.,.,,.,,.,....................,4� �EM�NT �TABIL����7 �UB�„RAC�� (UTIL,,. ��.17Y,..,.. .......................................,...,..,..�� �Ep,AIR ��' ��pRl� []RA4h#1 �TRI.l���.11��5 fUTIL, �UT1 ..........................................�� ��GlU��K-S�7''" �ON�RET� fUTlL. �UT�,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,..,..,...,.,........,.,.,....,�6 U�'ILITY A�JUSTM�IVT fUTI�. CUf� -• ...............................�--�--,_...,.,,......_,__..,---._,.,..,_,�46 ST�4#�JD�IRD �ON�R�T� ��C��1NA�.�t AN� W�iE�L�HA1R RAMP� �UT��.. CUT]._....4� LIMIT� O� �ON�i��i� �A1��M�IV�' R�PAiFt ��.17t1... ��,.,.,,--� .......................�--..,.,�7 -- - ��hi�R��� �UFtB AND �U�TER �UT1L. �UT� ..........................................................+�7 �ar�a�z A��-� P�I�T DA - A�D��'���i��L �P��IA►L ���I�ITI�IV� � � i ��-� s DA-99 DA-1 Q� C�A�'I U 1 �iA-10 � al�l-'I �3 �AY'[ �A �A�"� 0� I]�4-'t � G �A� 07 pa��oz ��avnnE�fi tufit�.. �u�r� ... ...................��----......_......-----.,.....,,�� ...._..,--��--.�---� .................... D�FiOL�� (Nfl��. EXT.,� .................................... .........................................................4� ��N���kJ�Tl�i� Llfh���'A"��Uhi� �Ih�EI�C. E�C1'.� ...........................................................4�J PRE��L1Ft� C�EJ��VE�� A�VD T��Tlhi� �I�I��. E}[T.1 .........................................,..,.,4� �ID QU�4N71�'a�� (11�11��. �X?:�,,,,,,,,,,,,,,,,,,,�•---••--•,.__.,._,._.,_,,....,..,,....,,,,..............,....,49 DETERI4�IN�+►TICI�I AND I[�l�TIA�'IOhf OF W�R�C {MI��. �XT.� ...................................+�9 l..I�E OF �ON�RA�T fI�IS�. �]{T.}.,,,-�� ................................����---•�--.......,..,..........,...,�9 ��T�l�1�11�1�47��}�1 �4ND II�ITlATlO�I OF 1N��t4� �iUIM��. R�PL.�..........--• ...................�� j�h101�FC O��ER C�MPLETIOh! TIllfl� �14ffIS_C. I��I�L.1,.,,..,.-• .......................................�Q IUi�Il� IN �HAFi��� �iUll��. R�PL.i ..........................................................................�i] A��-3 J �►�I�T [�A , �DDI���IV�L ������L ���1D1�'��hl� DA�1 AWA�� �� �ONTRA�� FDR PRQJE�'f� WITW lUIULTII�I�E UN17� TFre C�t� r�s�rv�s �h� right #o ab2�ndor� wlthout o�r���2�tion ta the can�ractar, �n� part �f tha proj�ct, �ar t�e �ntir� praj�ct, at any time ����re th� contractar �egins ar�y con�#ru�ti�r� w�rk autl3o����# ��+ tl�e �ity. �ward, 3f �}a�t�, sh��l! be ta tht� low�s# r�s�o���ble ��ds�er. Th� followir�g sha�C apply ��r contra�ct �locurner�ts �rii�r rr�u[tlple units o� u�arkc, ���h �n€t reprsser�ts a separ�te proje�t, each wi�h a� indivialual h+1�1+V�� s�ecRffca#ivr� �n� peop�sal se�#ion, 7he p��p�sal sectior�s ar� arran��d t� allow praspo�tive bidders to sut�mi# bi�is �n �n� unrt, some af the �nits, or a�l o� t�+� ur�iis. �wa�� of cont�act{s), if ma�i�. sha�l �� t� �he I�v�r�s� res�o�nsi�l� �'rd�er f�� eackt Ir�dividual �nik, �f � contractar is tl�� la�n+ bid��r �r� Ewo ur�its or m�r�, � s�r��l� set �f �or�ttac# do�urrten#s c�ns€stir�g of a!I a��iicabl� un�ts wi!! be creafed and a�e s�ngl� a�wa�rd �# c�rr#r�ct s�ali be made. Ti�e ��ntractor sha�� com�ly with th� �it�r's 4�+1�1�VQE �rdinance on each unit, Bid�ers shall submii indi�+idu�! an� s��a��te rnont�Cy MILrUB� �e}�orts for eack� Unit Inclu�e�t in th� �a��ra��. �onskruckit�n #'rme on all units wiq run conc�rrently, �ar s+t�ia#�t��s ir�vo�vir�g ���rfo�ed con#ra�ts wa�h mu1�[pie �nik�, the total a�Cowable co�rs�ruc#i�n campletlan #�me pc�riad f�e a11 th� uni�s shali be t4�� s�rne as the unit with #�e langest constr�ction t�me p�riod. DA�� pIPELIf�� 1��HA�ILI7A710�V C�.IRED-IN-PL�1�� P1PE ��lat l�sed� DA-� pIPE �f��.AI��ENI�fV�` ��f�TEM {hl�k Ua�ct} DA,4 FQLD �IND ��RM ��PE {f�ot I�s�d} D�4-� SLIPLI�IIh�� (Nat l.Jsed} D�4-� PIP� IIV�TAI���D B1f OTH�R THA�N OPEN �UT a s. ���1�R�►L �u��rlsh mate��l� 2�nt# r�ec�s�ary �ccassarie�, +�r�i�h s#reng�hs, thric4�n�5�, coa#ings, a�d fk#tkn�� ind�cated, s�eci�ied �nd1�r ��ce�s�ty to c�mp��#.e �he work. �, �. All �xcavation shall pravid� an ope� aeea cor�#�rrri3�g to �k�e o�t�ide �1ia�neter a� �he casing ar�dJor carr�er conduit. YE�e ex�av�tron shall be to an al�gnment anc� �rar�e uvk�rc� v�ill al�ow the carrrer c�ndui# #o be rnst�llec} to proper Nne and gr�t�e e�s �hvwr� v� the F'Ear�s and as e�t�bli�h�d ir� tY�e Sp�cl�Jca#a�r1s. �, �Nor1c sh�ll b� p�r�ort�ed �n 11Vork#� Ullater �ep�r�m��t, corr�par��r, as a�p�ica�f�. h+1A7�RIAES: accordance �+Et#� the r�quir�men#s oi t�e �k�y af Fort the Texas Da�artrn���� af T��r�s�orta#l�n, or railraad ��sie�g I�i�e: ����ng p�p� sh�ll be ste�l cr�nf�rrr�i�g to AfV�I 83�,10 �n� the falka+n+ing: a. �ie�c� �t�eng�h: 35,00� �s� mi�imur�, �a��z A��-� ��►��r �� i ��a�`���r��� s��c��� cc��ai�i�r�s c. � � b_ c. �1, 1fV�11 t1�ic�cnes�: �.39� irt. mi�Gmum {�.� f�r r�ilr�ad crv�sie�gs). Diame��r: As shawn on the drawings ��ninnr�um si�� rec�utrernents}- .loEn#�: ��rr�inuo�� clrcumfer�r�tkal �v�ld in acc��dance u�+�ih l�11VS D� .�_ ��rrier Pipe i� �asing: �arrler p�p� s�all be as s�ow� on drawir��s ar�d �s speca�i�d kr� the �e��era1 �or�tract Dac�r�enis. ��w�r P�{�e without �as�ng Pi�e; �h�El be minkmum ��as� �9 d�c#iEa i�on pip�, �r a� doskg�at�d vr� t�e plar�s. 4. �rou�: �rout shall b� Port�an� �eme�t grnut af rriin. ���0 ��i corr��resaive s#�rar��th at �8 d�ys. �'rvportloned not les� t�an �I ���, f�. af cement to � c�, ft. vf f�ne ��nd wi�� s�fficien# w�te� adcfe�# t� �rovide a�re� fl�win� �hick slurry. ��c��ui'I�fV 1_ 1�VI��re sc�w�r pi}�� ls req��re� to �e ir��ta�led �r�r�er r�ilraad ��nb�n�Cments or und�r highv�+a�s, s�feet� or �#i�2r fa�ilitie� in o#}�er than o��n �ui. c�r�stru�tioe� sMal� be perforrn�d in such a rr�a�r�er so as to r�ot in#erf�re with t�� a�eraflor� of th� railroad, s�re�t, highwa�. or otl�er �acil�ty, and �� �s r�o# to we�ka�� or darr�age ar�y �mbar�l�m�nt �r structure. During con�#ructi�n opera��far��. barf���d�s ar�d 1'rghts t� �a�eguard #ra�in ar��i ped�stria�� shail �e fit�rnk���d and maint�ir�ed, unti� �uc�h tJr�a as #�-re b�ck�f�11 ��s �een cornpl�ted an� �h�n sha11 �e rerr�r�v�d from the site. 2. � Pi�s an�€ Trenclies: a. If tl�e grad� o� ti�� �ipe a� t�� �n� is below tt�e gro�r��l �ur#ac�, s�Et�l��e �kis ar #r�nches �hakl be �x��v�ted f�r �E�e p�ar�ao�� af ca�ductlr�g the ��c�C�n� �r �unneEir�g a�or�#ior�s a�d for pla�fr�g enti joints a� the p�pe. Vtilher�ver end tra��l�es �re cu# �i7 ti�� sides of tt�� �mban�Cnti�nt p� b�}ror�d it, �uch �+ork sfiall be shea��d se�ure�y ��d �rac�d in a�n�r�ner to prevent earth fr�m cavir�g ir�, b, T1�a Eo�ati�n o� tY�e piE shalf r��et #�e a�prava� of the En�ir�e��, c, T�� pits of tfencl,�s l�ackfiika� iertrr�e�iat�l�r ���n c�rnp1�#ed, e�ccavater� io �acilita#e t�ese o��rations �h�ll b� �f��� th� �asrn� ar�d carfler pipe In�#aif�ti�n I�as �arin� and .iacl�i�g �t��E �aslr�g Pi�e; �t��l c�s�ng pip� �h�ll be ins�a�l�d by bo�ing hole w�th t�� �ar€h a�Fger and ss�ultane�usly �a��k�r�g ���� Irr�o p�ac�, a_ The botl�g shal! pro�e�� frorr� a pit pro�+i��d �or the �orir�g eq�aipmerrk and w�rkrrrer�. Tf�� 1�o�es are ta be bored me�rianicalf�r. The boring s�aEl be �ar�e �sir�g a pil�k ��I�, �y this rn�thod an ap�roxir�aEe �-irr�l� h�le al�a�l be bor�d the ��ti�e len��h �� #�e cr�ssi�� an�l s��all �e �#��cked �or �ar�s�az A��-� ���� �� - �a���io�v��. s���i�� can�����ar�s � 1ir�e and gra�Co �n the oppasit� �r�d �f Eh� bore fr�m #he w�rk p�t. Tl�is pi��# hole shall serve as #t�e c�n�erlwr�� �f t�� a�rger dl�rr��ter h�fe �o �� �ored, �ti-rar rr��thads of mai�tair�ir�g lin� and �rad� orr ti�e casir�g rn�y b� �ppr�v�d if ��c�ptal�I� to ��� �r��ir�eer, Exc�vat�d ma��rla� �half be place� near the t�p of #he waTlci�g p�t and dis�osstl of 2�s ��quire�i, l"he us� of +�r�t�r ar a#her [I��ids �n c[rnr��ctian wi#h th� i��r�[�g aperati�n wijl b� p��mi�ted only ka ti�e e�xt��i requfred t� lu�ricate cutti�gs, ,��ttin� ar s���icin� u��ll not �e ��rmitte�i, b, Ir� ��r�ar�soGidat�d soll �orrrt�tiorts, a��C,f�rrr�in� �olCoidal deiilir�� fluid cor�sistEn� o� �t I��s� 'EO ��rce�t af �rigE� gr�de carefully pr�ces��cf b��tonite rn��r be �ased �o �ar�sol��a�e auf#ings of the bit, �eaN #�e �+aEls of the hore, a�d fur�EsC� ]���ricat�on for su�sequen# rerr�a�aE �f cuttin�s �n� ir��t�llati�n of the �ipe imrr�ediakeiy #h�reafter. �. �Ilow�b�e �+�ri�$i�n f��rn �h� Ifr�� an# gr2��ie �h�ll k�� as s��c���e� ur�de� par�,gra�h �Q,�. All vo�c�s beiw��n b�re and �uts�de a� c��ing� shall �e �ressur� grau#ed, �, In�#al�atio� o� �arrier F�i�e rn ��sing: a. Sa�l#a�ry sewer plpe lo�at�d withi� th� encaser�er�t pipe sh�lE be �r��}��rted b�r ���I4[(iS�F �r "bands" t� pr�vent the pip� and b�l�s from sna�gir�g �ri #he insi�e of tMe casir��, and t� �ceep �he fnst�l�ed aine fror� resting on th� b�kls. b. Ail sklds s���ll �Oa trsate� wlt� a waod �re�e�-vativ�. �kid� s�7vufd �xte�d fa� #he fu�l ie�rgth �f t�� pip� wi#E� th� �xcep#i�n t�f ti�� i�ell �rea and spigo# ar�a necessary for ass�m�ly u�3less otharwise speci#i�d. c. The �or��ractar shall prevent �ver�b�l�€ng t1�e pipe wi�ile ir�s#alkirtg it through the casin�, A m�tha�f of res#rictin� #r� mav�menf 1�efvu�en the a��eml�I�d bela �nd s�igo� where a�plica�le sM�ll b� �rovid�d, d. A� a!l �or��, ja�k��#, ar ���nneled €nstallatiar�s. t�e annular s��ce betuueen the �arriar pipe anc# �aarng s�all be filf�d witF� grout. ���e rrk�st be iaker� tF�at not t�o much w�#er Is forced inta t#�� cas�r�� sa �s not ta fla�at th� pipe, 7he �ack�ill rrt�te�i�l v�+F9� not lae raqu�r�d u��ess apa�l�let� �n t�re p1a��� ar�d sp��ffie� by #he �ngineer. e. �losur� of ihe casln� �fter t#�e pip� has b�e� ir�sta�le� shaEl be �Iugged �t -� the �n�s of #h� caaing as s�awn on tk�s dra�w�n�� or as r�quired by trie �ngin�er. �, B�ri�� �nd J�ckfng D�ctile �r�n �ipe witho�! ��sin� Pi�e: �. �s inc�i�at�d on �#rawi��g� ar�d as r�qu�re�i and d�re�t�d �ay tha Engin�ar s�wer si��11 #�e cor�st�u�ted of bar� a�� �a�kea� duc#ik� iror� �kpe. aarz�o� A��� P��T D�4 - A�D��I�NAL SP��lAL ���1D�Ti��l� � b, 1Nh�n a ca��ng �ipe �� not d�s���ate� vn #�� dr�w�ngs, t�e con#r��tor shal[ �rov�d� a casing pi�e �F n��essary ta �chi�v� 11n� and grade. ��sing pRpe sha�l be p��o�+ided a�t r�a a�dlti�nal ���t and �hail be subs��iiary #o th� �o�t brd for it�st�ila,#ian By Okher than Oper� �ut, �_ Bore and �ack ir� a��ofdan�a wita� para�raph �,�. abarre. ci. $h�rt ier��th of sewer �onslsf�ng �F � s�ngle pipe se�tE�n r��y b� in�talled by �a�k€ng w�tl�ou� a�o�e ha1� ifi permit�ed hy #he �ngineer ar�d i�� saft �aMl I�yer. �11 vaEds a�tside of inst�ll�d pip� s�all b� pee��ure �r�ut�d. G, Tunr���3r�g� Il�h��'e t�e a#�araci�ris#ics o� #�a saEl, �#�e si�� of t�e p�op�sed pip�, oc t17� us� �f mar�o�ithic sewer �ro�,��E rrrake tY�e �rs� of tu�nellr�g r���re �at�sf�ctory tF�an jac�cing �r bofiing, o� when showr� an #he pGanse a tur�r��fing rnatriod rr�ay �� used, wit� t#�e ap�ro�+�l �# kk�� �ii�ir�aer or railro��lJhEgh+r�a� of�i�iaEs. a. 1rVh�r� turrnel�ng is p�rml#t�dF #�2 I��II�I� �f �Yl� iU�113�1 �1�2JII I� of SUf�1Cl��3� s#fength of s+�p�or� �he aver��rci��. The ��r�tractvr s#�a11 suk�rrtit the pro�osed lir�er method ta t�� Engine�r far a#prnvaR, �f�� tunnel li�er �esign s�r�ll bea� tri� seal �� a 1'rc�nsed prnfess�ar�al �r��inee� �n tl�� ��ate af Tax�s. Appr�val �� tt�e En�ine�r shall not reliave th� �on�Ea�tor af the r��ponsibi�i#� for xY�e adeq�a�y of the �iner rne#hod, b. T�e spac� betv��e�+ the tue��ei lir�ee �nti t;�� lirr�its of �x�ava#i�n s�a�l �e �ressure gro��e� or r���-jacke�, c, Ac�ess hol�s for piacin� ��r�cret� s�a�l I�e spa�e �t ma�cim�am i�ter�al� of 'i � fs�t. C�. �E�4SUREN���T A�kD #�AY���T: lnstafla#ion a# pi{�� k�y ot�er t�ran oper� cui will be rr7ea�ure� by t�he linear fo�t of p3�e, compaete Jn �lace. ��cl� measurern�r�� wi11 �e mad� between tha �r�ds of �he pipe ala�g the �en#�aC �xis a� instal�ed, The work �e�f�rmer� ��� rr�a#eri�ls f�rnish�� a�� �r�scri�c�d b� #1��s itern wJli be pa�d for a# the �ar�tract l�nit f�ri�e bi� �er Ijn�ar foot �or Pipe Install�d i�� �lh�r Thar� Open �uk af Eh� t��e, s�z�. a�td �la�s af pNp� s�ecitied as s�r�wr� ar� pians. The f�rn�sl�ir�� o� a11 ma#�nals, pS�e, lir�er mat�r�als r�t�uired f�r installatiarl� for �GI �reparatlorr, h�ulin� and ins�al�i�g �� s�r€�e, �e��l f�r ail ia�aor, tool�, e�ui�rnent and in��d��taEs necessar�+ to co�nplet� #1�e v,+arPc, incluriie�g excavat+an, b���fdllll�� 2�r�d {fiF,pasal �f SUrpIUS m���rFal shall �]� IC1CILid�ti 1C� tY1� ��ntr�C# E�n�t Pric� as showr� in #�� B�d i�roposaE, P��rn�nt si�a1C n�t incCu�e �avamen� r�p�acement, +rv}�ich if r�qui€�d, shaA be �aid s��aa•a#�ly. �A-7 TYP� �� ��►���t� PIPE 1. 11VR��F�; T�� ��sin� pipe fa� o�er� �uf ��d bored or t�nn�led secfion sh2�ll be P�1NVIfA �-�0� Fabrica#�d �lectr�ca�k� We[ded �te�� VVa#�r Pip�, a�rd shall �ar�f�r�� ta the provis3ana o� E1-1�, E�-a �r�� �'�-9 i� ��#er�al �pec�f��atlons of �en�ral �or�tract Do�urnents and Specifications fo� 1N�te� De�artmer�t I�roject�, The s#�€�I c�s�n� pipe shakl be ��pp1E�d as fall�uvs: �x�2 �4� �-7 PAF�T Df# - A�D��'I�i��4L �PE��rA�,; ��hf�ITI�N� �, �or the ir�sid� arrd ou#std� of �a�ing pi�e, c��lmtar profe�#a�e caating i� �c��rdar�ce w�th ��� ���frem�nts of ���. �.� and re��tet� se�#aons in A�111NA ���4�. B. ���c�-up aftef fii�ld �v�1c�s sE��l[ provrde coatrng ��ua[ to tF��ae speoi#i�d ab�ve, �, �ir�j�num ti��ckn�ss f�r �a�ing pipe use� shall be 0.3�� in�h, �as��rg �pa�ers {c�nterin� style� such as manu�ac#�reri by ��s��d� 11Va�erw��kcs �+7ar�ufac�urir�g �om�a�ry, A�l�+�n�ed Produc#e �nd �ys#�i��, li�c., �r �n �ppro�r�d eq+�a! s���l #�e �sed on �Il nor���ar�cr�fa �i�e� when in�#al�ed ir� casing_ Ins#all�at�an s#�al� �e a� rac�mr�e���te�l by t#�e man�fa�#urer, �. �E1N�R: 8aring �is�d on t�is �roject �hall be in accordan�� with #i�� mat�rl�l stand�rd E'f-� 5 an� �onstru�#lan stand�rd E�#1 � as �er �i�, � 1 � �f th� �enaral �or�tra�� Dvcurr��n�s. �, F'�1'I�Ir��JT: I�aymer�# for all ma#erials, iaf�or, e��i�m�nt, excav�tion, �oncfe#a g�a�#, b�ckfi�l, �nd incid�nt�� wo�1c s��ll �e iRcl��ed in �he ui�it �rioe bid per foo#, DA-8 �E�1lICE Llh4� pOl1�T R�I�A�R ��L��#NQUT REPA�R ([+loi Used� �A-9 PR07��7i11E NIAhSFt�L.E COATiN� �OR ��R���1�3V PROTEC7ID�V �1, G���RAL.: �co��: ih�s s�ctl�n g�v�+�s a!I wor�c, ma#eria�� ar�d test9ng �equ�r�d f�� tY�� �pplic�t�o� of iRtertor prota�kive c��#+n�, �tr��t�r�s dasignated �o ��ce�ved i�k�r€or caating are 1rst�d an t#�� c�ns#ructi�n drawin�s. 7t�� struct�res �r� #o b� �o�#e[�, Ir�c�u[kir�g int�ti�r wali, ta� and h�n��r surfa��s_ Pro�ective caa��ng Ft�r �orr�sior� �rote�tion sha��l rneet �Y�e r�qui�am�nts of #�ris �pe�i�i�a#ion ��r�d iterr�� DA-1� arrd Dl�m� Sj �nd #1�� �llanu#�cture�s recomrr�end�#ior�s �n�i s�ecif�cations. �, D�scriptio�: �I�e +Cant�acto� sh�ll be respar�slble far t�re furr�ia��t�g af all lab�r� supervasaa��, m�t�rial�, ���ipmerrt, and ��silr�g �eq�irer� #a� tk�e c�mpletior� �� �rotec#Ive c�ati�g of struct��es ir� acco�danc� with manu�a�turer'� r��o�nmer�d�#I�r�a. �_ V�lan�f���urer'� ���ommend�#ians: M�terials and �roced�r�s u�illzsd for th� lining pf�ces� �hal! #ae ir� str��t a��arda�c� wGth rr�arru��nturer's r�c�mrnendstior�s. 4. ��rrosi�r� f�rote�klon: �orr�sion �rat�c�ion ir�ay b� r�qt�ir�d or� ��I structur�s �rh�re hr�}� turt�ul�n�� or �i�h H�� n�nt�rat �s e�c�ected, �, i�1AT�RIA�.�: �erz.�,z �4� � -8 ���� ��a -����r�����. s������ ��r�a�r��r�� .5�op�: �`hi� �ect�on �overr�s the rrrat�rials re�uired for completior� afi pr�#�ctive co�ti�g af d���g�at�d str��cl�r�s, 2. Protec#ive �oating: 1"he pratectiv� �oatlr�g s}�all be a�r��riatar� two c�mponen�, ��0 ��r�er�# soli��, ri�itf poiy�r�th�n� �ya�ern d�s'tgttatetl �s �p�ay 1lVall as manuf�cfur�d k�� �p��pra�, �nc_ of a two-par� epaxy resi�� syst�rn �s�ng 1Q��o solids b��e� �poxy bin��f with fG��ou� a�tl flal�e �Ell�r�, Is ma�ufactured l�� Raver� Lin�n� s�stems ar�d �e�igr��t�� as F�av�r� ��6, 3. �pec��lty �errtenk (If �eo�uif�d for I�veling or fiillin��: TC�c� s�e�ial#� c�rn�rit-�ased caat�ng r�ateria[ shall be eath�r Q����x G�N1r'ls as r�anufactured b�+ Q����x, In�, ot ReJir�er i��P aa rr���ufactu�ed by �iandard �err�e��t NSaterlal�. �4, h+ia#e�€aE Idsr�tifica�ion: Ti�e prate�tive ��ating rnaterial spra�ed onto tY�e surtacs of �i�� struc�uee �ha�l b� a ur�than� a� epox�r r��Gn a}��tem farrrEti�€�ted ��r the ap��i�ailon t� a sar�ita�y �ew�� �nvir�r�ment, �he apr�� s�+st�rn shaEl axhibit k#�� min�r�um pl�ys�ca! �rv}���«s as fol�ows: P r� p� rty �'e�siCe �trength F�exur�l �tr�ss Flexur2�1 fti+l�e��lus Starr�ard A�T�1A D-��� A�Tf�1 D�79D A�Tf+� �}-l�0 L�n� '��rrn 1�al�e 5,0�0 psi '10,��0 psi 5�0,0�� ps� �, Nilxing and H��dltr�g; I�+x�n� and H�n�iling �f specialt� cer��r�t m�t�rial ar1� �Fo�eckive �aating ma#e��aG, whFch �n��+ kae #a�i� u�d�t ce�t�in co�diki�r�s shalt b� ir� a��ordarice u�+it� #h� rec�mrnendat��ns �f �h� m�nu#acf�rer an� r�7 �uch a mar�n�� a�� #o minrmE�� hazard to p�rs�nn�l, It €� the r�sponsi�l�ity ai #hc� �oi�Era�tor t� �ravieie approprfate �ro��ctive me�s��re� t� ensure th2�� m��eri�ls at� unt#�r c�r�tr�] at ail t�m�s and ar� n�k �+��i1�i�l� to ur�2�utk�o�ized �ers��n�! or a�imals. All e�uipmer�t sh�ll be �u1��oct to the appr�val of th� Er�gir�e�r. �3r�1� p�rsorrr�el thorvu�i�ly f�mii�ar wfth t[�e h�n�tling af t�e �oating rnat�rial sF�aA p�r�orm the spray c�a#i�g opefat��ns and c��tin� ir��tallat��r�s, �. E����TI��V; �. � 3 �e��ral{ Prat�c�ave coating shall not �e ins#�Hed u�#�l �he s#��cture is c�rnplete �nd tn pl�ce. Pr�liminat�y �;�pairs: a. All �vr�ign m�terials shall be r�mo��d fr❑rn �he �n#�ri�r o� the struc�ure us�n� high p�ess�re wat�r �pr�� {3500 �s� #� ���Q psi at spr�� t�p}, b, Ail �.1n���Eed 14fting holes, uns�aled ��e� hales, �nd v�9ds la��er thar� a��roximatel�r ane-�haEf {���) �r��h €n �hi��Cn�ss shall b� �rEl�d w��h �atcl��ng eorrtpour�d as recamm�n�e� by Eh� mat�rial su�pll�r f�ar t�is appl�cataor�. c. A#t�r �q re�airs h�v� be�r� �ompCeted, r�m�ve �1l Ioose materi�!_ P�a#ectiv� �oa#ir�g: �,�pz AS�-9 ��k�� �1� - ���������� .����r��� �r��i������,�`J a, The pratective caat�ng sf��l� be a�pli�d #o the �tr�actur� fr�m t�� batt�in of th� frame t� the k�en�#�, d�wr� to the to� of the traugh. �h� to� of th� s#r�a�ture ��all als� �� ca�k�cf, k�, Th� prot�ct[v� �aating �hal[ foe ir��#alfed fr� acc�rda�r��� wi��7 �he r�an�#actu�er`s recomrraeri�atiorrs a�d tt�� f�lfo�+ir�g procedure. 1} 2} 3� T]7� surfac� s�al! bc� th�ro�ghl� c1�ar�ad �f all ��rofgr� m�#eria�� an� r�rla�ker, �f�c� covers ov�� the inv�rl' �o prever�# extr��eo�s rrra#e�Fal �ro�n ��te�ar�g t�� sewer�. If required f�� filli�g or feveling, �Pply s�ecl�lty cemant produc# to provid� 2� smoath sua`face for tl�e caas#Ing rr}ate�laL �� �p�y the ure�l��r�� �r ep�x� onta the struc�ure w��l ar�d b�nch�tro��h to a minimu�� ua�iform #hic�ness of i25 rn€Is �0_��� inch�s�, 7h�ckne�s t� �e verlfi�ble #hro�gh t��$ �s� �f rr�eth�ds aceep#able �o ti�e E��ir�eer, A�#er t�� vualls ar� co�te�i, tY�e w�o��� ber��h covers shadl be rernaved. �� The fir��! ap��i��tia� sh�l� h�ve a r�ir�imurn �f three {3� ho+�rs �ure time or b� set ha�d #� ihe tvu�h, befare �ei�� sub]e�ted to active f��w. S} 4Va applicat�ar�s shaH be rnade to froz�n surfac�s oe �f f�eezi�g Is �x{�ec#e�i ta o�cur insi�e #i�e �t�u�ture vutk#��r� �� h��rs a#te� a�plicatior�. 4. ��sting �f Rehab�llt�#e� Manh��es; ���ti�g �f reh�abGli#at�� rn�nhol�s fqf water#i�t�tnes� sh�ll �� p�rformed by #Fte �onkrac#�r a�t�r operafio�s are c�mp��#e Ir� �cc�rd�nc� wi!!� the �ection D�B - 1�A�k�LJlv� T��TkP�� �F �I�I�ITA£�� �EVti1�R MANHDLC�, D. I�+IEA��.1F�E�AE�1T A�D P�#1��u1�IVT: P�prn�nt sha11 be based �r� #!�� ���tr�ct EJ�kt Pri�e Bi�l ��r v�r#Ical fo�t, rneasured Fr�rn ti�e b�ttom of th� fFarne to tF�e top of the b�n�h, The �ontract Unit Pric� sFraif be payment in full for p�r#�rrr7ing tf�e wark an� for #�rnish�ng all lab�r, �€,{��rvision, rna#erfa�ls, e�u�iprrken� ar�d m�teri�M ��s#in� r�quir�d to co�rrpl�t� the w�ric_ tl�r�ssure �r�uting, if n�cessary to st�p activ� i�fl#r�#i�� �rior t� �p�llc�tfan �f fhe pra�ectiv� coa#ing, �l���i b� in�lucled ira �h� �b�ve ��it price. �routing of t�� pipe se�is, bencl� a��d tro�r�h, an� lower p�rkian of a�ar�i��lar struct�rr�, I# fequi�ed by �t�e En�ineer, sk�alt be paid �or s��ar�tely, as sp�cifled i� �ection DA-1�, MA�H�i.� R��lP��II.lTAT���V, DA-'I� �JI�41dH��E R�HA84�ITAT10� {�iat �s��) DA-'I'� ��11�FIekCE PF2�PARJoITIQN ��1� IVIA�VMOLE R�HJ#BILITATIOh1 (hl�t U�erl� DA-12 #13TEFtI�R M�4iVH0�� CDATING - I�I�R��I�ICA�E MORTAR �Y��EM {[�o# Usedj �a�z�oz AS�-1 � ��a��r �� - �►a�������� ������� c���ir���� a�-�� Nr��r��ta� nn���o�,� �o��r�ru� - c�u�a���c ��rsT�� ��vot t�s��� i �7s�rL�P►�i! ��►���I:��T�T:�� ��i�] ���I*7:YIlT�L�� ]:�s�'�{irf;�� ��'�-�I IE�s��l ►���J�P����� 1, �cope Tfnis sec�iori gov�rr�s all wark, ir�aterial� a�� testing r�qui�rec� f�r tl�� a�plica#��n o� Ir�t�rtor �n�r�t�a�e �aaiir�g. A+1anl��les d�s�gna�e� ��r int��iar aaa#ing are li�#e�i o�r the Mar�h�le ReF�abillta#i�n �chedu�e. 1nt�r�or tnanh�l� ct��t�n� sh�ll rne�t the r�qu�rements af thi� �ectlon ar nf �e�ion DA-'t�, �P�-'E�, �A���, ��-�B or LA-'k7, �_ D�scr�ptior� The �on�ra�tor s��ll be r�s�or�slble for #he ��rr�ishing of afi I�bor, sup�rvisi�n, ma�srials, �qui�ment. a�[� #�s#ing required for �Y�e campl�tion of �nt��i�r c�ati�g o� ma�h�les In �c�ord�e�ce with th� �ontr��t D��utnen�s, �, �,+1���fa�ture�s F�ecomrnend�#ions NEat�riais, mGx#ure �ati�s, a�d �roced�res u��lk�e� for t�e caa#ing pra��ss sE�all �s €n acco�#ance wikh ma�uf�ctur�r's r��omr�lendations_ 4, M�r�h�les Man�vCe� to b� coated ar� o� br��k, bl�ck, or �rt���rete cor�steuctior�_ AI! manholes sha�l hav� a minimum af o�re�haj� (11�) i��ch s{��cial�y cemer�#��ase� �oating m�t�r€aJ {Quadax Q�+l-'!s or ��ii,��r [��P) spr���d ar tr�u�el1�� on �o��kng over tl�e ari�in�l int�r€or surface, l�t�I,�i��:�Is���] 1, Scope Tl�is s�c#ion governs tEte �na�eria�s r��uired for campl�tron of int�rior coatirtg of m�nh�l�s. �, Interfor �oatir�g The f€�terior co�tEng sk�ail �e a pro�rie#ary two r,�mpor�snt, 1�0 p�r-c�r�t �olids, rigid poly�rethar�e s�stern desig�a#ec� �s �pra�+ Wall as m�r���actur�d �y �pra�r�q, lr��, 3. Spe�ialiy Cement 7#�e sp�cialt� �em�r�t�based co�tin� ma�er€al a1�a11 b� �it�e� Quad�x (����s a�s r��n�,factt�red #�� L�ua�sx, I��, a� ReEE�er !�ll�P �� man�facxured by �tandard �e�n�r�t r4+laterials. oa�z�o� �1��-'i 1 ��#�`� D� - �4DD�T��N�II.. �i�E�1�1L ��h�DlTl�h1� C� 0 T�e �nt�r�or �a�lr�+g sl��El I�e ��pE€ed t� #h� ma�hoa� from �t�� botto�n �f the fr�rn� #o the bench. down t� t#�� tap af ti�e tra���. Tl�� In��Tiar co�ting si�akl be Ir��t�lled ir� a�cordance wtth the man+�facturee's re�omrriend�#3�r�$ �nd the� fofiawi�g proc�dur�_ �� Tl�e surface sha�l f�� tharau�hl�r cl�a��d of al� ��re��n rnaterlal� ar�d matt��. �[eaning shali ba �ccomplish�ti �� �sing high pr�sst�r� w�tar spr�y {mir�irnum 3�OQ p�i at spray tipj, ��eaning wit#� rnueEat�c �cr�, de�reas�r, ar o#h�r solvants as n�ed�d ir� ord�r to rernove a�p film nr r��k�ue an #�e sur�ace. �. �� �+lat�ria l 1 de ntif�c�tia n The €nt�riat marri�o�e caa�lrtg r��terial spray�d o�to ti�� surfac� of the manh�le s�all be a ure#��r�e r�san ��s��rr �o�rnulat�d f�r ��re �p��icatian �o a sa�9tary sewe� �nvEror�rr�e�t. Tl�e s�ray s�s#�rn shalE exh�k�it #he �hysi��l pr��Oer�ies �s fi�l[ows: Pro�arlv �kandarcf Tensi�e �t�en�t� A�TN1 ��B�B Fl��cur�1 �#re�s ��TM D-7�D Ffexura� Mod�r�s A�TNa D-7�o iV�fxi�g a�td F�an�li�g La�a Terrr� 1��I�e ��E��� p�i ��,O�f� �si �5�,��0 psi iU9Cxing ar�d handJing af s���ialty c�m�n# rr-ta�en�l �nd interior c�atlr�g mat�rial, whi�h may be toxi� W�d�r c�er#�in cor��itra�s �hall be En a�co�tiar��e �rritl� tl�e recamm��datians �f the n-ra�nufa�turer �nd �rr ���h a rrrar�n�r as to rrMir�€rnfz� h+az�rd t� p��sorir��l, It is t�e r�sponsibili#�r of #he �t�ntr�ct�r ta provi�e ��prn�rfak� pra#e�tiva me�s���s �o ensu�e th�t rrt�t�fials are ��der con�rvi at alC �imes and ar� r�c�� �vai12�E�1e to un�utE�o��zed perso�r�e! o� ar�lr�rals, All �q��k�rr�e�� �I��II b� s��J�ct to ��� a�o�rov�l �� t��� Engl�ear, ��f}� pe�s�r�r�e1 th�ro��hlp f�mE�iar urfth �he h��dlir�g o# #�e �oa��n� maEeriak s��Il perfarrn t�e spra�r caatRng oper�#i�r�s �nd co�ting rn�tal��ti�r�s. �?CE�UTf�fV General P19an1�ole coa#€r�g s�all not be i�stalE�d untll sea�in� a# �na�C�ol� �rarne and grad� a�fj�st�x�er�ts, �r parll�l m�nh�l� �eplacerr�en� wl�e�t required for t.he mank�ol� p�e the ��ni��le F�e}��b�li#atior� ��he�u��, is c�mpf�#e. �. T�mperaEr�rs �lom�al i�t�ria� c�a#Eng o�eratiar� sr�alf b� p��f�rrr�ed �t t�mpera#urea of ��°� or gr�a��r, No app�ica#i�r� s��Rl be �rt�de wh�n free�in� is �x��c#ed witF��r1 �� �aurs. 3. Inter�ar P�anha�e ��ating a a��2 AS��'I 2 ���� �� � ������orv�►� ������� �or����to�us �� I'�ac�e �overs over ti�e rnv�rE #o prevent extranevus rr��t�rial �rom �nterin� the s�we�s, 3} A�pl�r a rnErri�n�rr� o� ar�e-Y�ak� {���) ir��h sp��l�lk� cetn�nt pro���# (Qu�,�ex C��I-1s or �2ei�ner ��P� s��at1� �urface �or th� �r�tk�ar�e coating m�#erial. 4j Spra� t[�� ur�#han� or�t� ki�e nti�r�F�o�� w�ll and b�nch�tro��h wi�h � �r�ini���r� ft�i�kr�ess af ��� r�i�s {�_�f�� inc�r�s}, 7h�cktnoss ta b� �+erwf�abk� tY�ro�gh �Fre use of ine#���c�� �c�e�t��ale to tC�� �ng�n��r, �} �aat trough �fea w��h spe�€a�t� cement prod�ct (Q�aciex {�1U�-�s �r ReG�er 1�l1��}. Tes#i�rg of ReY�a�i�ita#�d �arrh�le� a. T�stin� �f �e�abilitatesi ma�holes for wat�rki��t�ass s#�afl be per��rmed b� #�� �ontr�cko� atter t���ra�ioris ��e �ampE�te �n �ccordan�� vw�#h �ec#i�tt DA-�� , ����iL���J�� �������►�■1�1Y*uL��� Payrr��n# sY�all be ba�ed on the ��nt�act Ur�it PrEc� per �rert€cal fao#, rneas�r�d From th� b�tt�m af the fr�m� to ti�e t�p �# the be��h. Th� �Contract Urrit Pric� shal� b� ��y�rrerrt Rn fu�l for pe�fo�tr�in� the wor�C ar�d f�r fur�ishing ail labor, su�Oe�vision� rnaterial�, ec�ui�m�r�t an� ma#eria� t�st€ng re�#uire� to �a�nplete th�e w�rk�. �routing. if n�c�ssary. s�all b� included in t�e ab��r� �nit pri�e. �ra�tir€g of tt�e �€�oe se�ls, b�r�ch a�nd troug�, and ��w�r por#ior� of a�articul�� rnanh�l�, if re�u���d by {1�anhale ��ha��ils�at'ron Wor� �c#��du�� ar rec�uired t� k�e tt��e b�r #h� �ngin�ar, sY��ll be paid for se��r�#ely at �€�e �antr�� k.Jn�t Price, DA-1� I�VT�RI�R �1#NHQLE ���171fV� - I�#�1I�N �II�IfVC SY�i�M A, �Ef��RAL Scope Tl�is seckGon �overr�s a11 work, ma4�riais and fe�Eing r�q�kred for the a�p�icattor� of Ir�kerio� manhole coating. �+Aanholes c�e�Egn�xeti ��r fr�terior ca��ir�g a�re Ikst�d �f ti�e �ar�hole Rel��bi�it�#iar� S�I�eduCe, list�c! �n ���tEnri I, Gn��rior rnanhole ��a�ing s�al� rn�e# the requirem�nts of #hi� ��ctian, or af ��cti�� D�-'E�, ��-"I 3, DA-14, DA�'I � a� �A�fil, 2�, Descrl��to� Th� �ontra��or sF�aii be ���ponsi��e �or �l�e fur��€shing of a11 �abor. su�ervlsio��, rrater�als, e�ui�ment, �r�d t�st�n� r�c�uir�d f�r t�e con�pte#��n of ir�teri�r cva�ir�� of ��arrh�les ir� a�c�rc€��rc� v�+itYt th� �or�tra�f Do�u�nents. �, �VJanufact�rer's Ft�c�mmen�atior�s osr��ro� 14��-1 � ��r�� �� - �����io�v�� ���c��t� ��nt�i��ar�� Nlateria�s, tnix#�,re ta�ios, ant� �r�cedur�s ut[Er��� for tk�e r�akir�g process s��ll b� in a�cordarice with men�af�cf�ar�r's �camrrter�datio��, �. N9�nhoE�s �an��€�s to b� �oate� are �f brl�k, block, �r ��ncrek� cor�str��t�ar�. AI� rnar�holes s�tall hau� � minGmu�rr of on�-haif {1��) sp��'ra�ty ceme�t�baaed c�a#in� ma#erial {�1uad�x Qi�lJ�"�s ar F��iin�r h+l�l�) sprayed ar trow��lad on coa#ing aver �h� ori�inal ir�t�rior s�rf�ce_ �. �UTA�"�RIAL� Scape Th�s sec�kon �ov�rns #h� mat�rials req�ired fo� completio�t of kn�er�or �oati�g o� rn�nhol�s. �. Ir�terl�r �oatkng Raven Ultra Hig#�-B�ul� e�Oo�c� �o�tin�, � two�part epoxy resir� s�+st�m usln� 'f 0�°� s�lr�l� fo��ed ep�xy �ir�der wita� �€b�us ar�d f€ake fili�rs, is rr�ar�ufac#�red �y Raven L.inir�g ��+�#�rrrs ar�d �e�ignated �s �avcr� ���. �, �pecf�lty �em�nk �h� s�ac�arl� cement-bas�� ca�#i�g rr�a��ri�l s€�alw b� eith�r {�uade�c Q��1s as rr�an�fa�t��red b�r Qua�ex, I�c. or E�elir��r M�P as man�fa�turec� I�y �tar�dard ��m�n# N1�#erlals. �, A.+1a#eel�lldentification �At1�r���Q�B 1�1+�1! C�ri1���t���r td��ltlfy th� iyp�6 �f �rQUt, rr�ortar, sea��nt, and�or rc�ot contra� ch2rl�icals pra�se�l and pr�vids ��se �i�tarie� �# su�cessf�l u5� �r d�fent� the choice o� gfoutir�g m�#erials bas�d an chemicat ar�d p1��rsicaa �ropertie�, ease of ap�llcation, an� ��pe�ted pert�rrri�nc�, Tlti�se gi���l�ing rr��tc�riafs shall be �ompatrb�s wikh Ra�e� h�� in#��i�r caa#��g, The cot�tr�ctar sl�all �� r�spor�si�€e f�r getting a�p�aval frc�rt� f��v�n L,inie�g syst��n� an�}or th� ��ut mar�u�a�i�rers for the u�� �f tk�es� gro�tir�g m�terials. 5, f�ixin� ar�d Ha�dli�� 11�f�fir�g �rld h2�n(il�f�� �# 1r�ten�r coaf€�g, which ma� be toxi� under c�er#�in c�ndf#ions shall �ae in a�cordanoa w�th Ehe rec�rnmenc�atians �f th� m�nufa�ctur�� ar�� in �uc� a i�ar�net �s ta minimi�� hazard to personnel. It fs the r�spo�sa�ifity o� th� �ar�#ract�r �o provid� appTopria#e prc��ec#lve r��aau�es #o ens�aee tk�at �r�at�r�als arc� und�e c.ontr�l at �II tim�s and ar� �ot �v��l�bl� t� unautharl�ed persar�n�l �r a�7i�als. P�Ik �c�uipm�nk shall be su�je�# ta the a}��rav�! �f th� ���inaer, �oatfng sh��E be pe�formed �nly by �erkifiied app�i�ato�s ap�r��ed i�� t}�� ma�ufa�kurers. �. E?C��UTI�1� �a�� ���-'f 4 P�►F�T ��4 � ADDIT��IVA� �P��1�4L ��l�DI�I�l�1� ��n�ral h+�anhole ��atin� s�a�l nat be perf�rme� �ntil seaking of manh�F� fr�� frarrEe �r�d ��ad� �djus#�nents, par#{al manha�� repla�em�nt, mar�ho�� ���ukin� �� s�wer r�}�lac�rne�tlre�airs ar� c�r�'rpEete. �. Tern{�erature� �lorm�l �r�#erior coa�ing oper�tian sfi�aE� be p�rtotrne� a# #empe�ature� �f 4�°� or gr�a#er. �lo appEica��on s��ll be mac�e wt�en fraex�ng ia �xp�ct��l withi�� 2� h�u�s_ �. In#enoe �1�nhoCe �oa#ing a. ��r�hol�� s�he�uled for ir�#e�ior c�atin� are sh�wn �n tE�� fUoa�ho�� Reha�ili�akivr� �chedu�e. Tne iai#�riar coatFr�g �F�a11 b� appl��d #o tY�e manfi�oC� �rom the bot�am a� th� �ar�hol� trame to #i�� foer�c.�-rltrough, il�c��a�i�g #he b�r+ch�trou�F�, b. Th� int�ri�r c�ating sh�ll �s install�ci �n accordanc� wi#Y� ta�e �r�a��rfar;ture�'s r�co�r�er�da�'ro�+s ar�d th� fnl�owing �roc��[�Mre. 1} i�e surfaca �r�parati�n s���l �or�r�[y with #he r�qEtrrarn�nt� af �ectio� DA-1�, S�.J[����� P�2E1'AFt��I�� �C��t �I��lH�L� RE�T�RATI�N, �} �p�l�r a rnin[m�rrt a� or�e-half �'E��� incn s�e�iaMty cernent�based prod�ct (��rad�x Q�1,1s or F��lir�er ��P� smaotl� surtaca fr�� #Y�� u���k}an� c�ating �n�#erlal. �) T�e s�,rtace priar #� �pplica�+�n rx���r �� damp �uk �l��lf n�t F��ve nat�ceab�� frse w�#er �ro�l�#s sea�Fng or runrrir�� v�rate�. Ealaterial s��11 i�c� spra}r ��p�ied per rn�e��if��turer's re��mm�nd�tior�s witi� a rx�inirrtiurr� t���kr�ess of 'k�5 rnils (�,��� in�h}. 4) Afker the walls at�e caat��, th� wo�d�r� ae��t� covees s€�afl k�e rerr��ved and tt�e ben�k� spra��d �o the s�m� �v�r�g� anti r��ni�-num �h�ckr�e�s as requlr�d fortl�� w�,ll�, �} T��� �€nal �p�aEcati�n shall have a m�n�mum af #hr�e (3} �ours c�r� #ime ar be ��t hard to #�e t�uch, �oefore be�ng su�jected to active t1 ow. 6� I�o ap�l�cati�r�s ahall l�e r�ad� t� fr��en suriac�s ar If freexing rs ex��ct�d #o a��ur ir� �ide the mar��ol� uvithir� �� �ours a�t�r ��}�7�1���1�f1, �, �es#ing of Re[�abilitat�d A+1ar�hol�� a, �4�te�- th� epoxy 1i�r�r has set (hard to t�uch}, al! �isibl� �inhoE�s shail be ��pai�e�, ���oairs shall b� rrt�de b� I�gh#��r �bra�li�g t}�� s�r#acr� and o�zsraz A�C-� � ���� �� - �►��i�'����� s����►�� ���t�w�ic�n�� br�s�tir�g �he linir�g mat�rial over �he ar�a. A�I blisters �r�d e�rici�nce �� ���van ��v�r sE�all l�a r�paire�l accarcE9r�� t� the rr�ar��fact�,rer's r�cflmmerldat��n�, �p�t c��eck of coatit�g #hic�Cn�ss rrr�� �a rnad� byr Owner's F��presentative, and the coe�#rac#or s�a�l r�p��r ff�ese ae�as �s ���uir�d, at n� addltior�al ��st to t�e Ov�r��r. �. T��t�rrg of reh�a�iCi#eted m�nh�l�s fo� wstertightn�ss shall be �er#�rrrzed ��r t1�e �or�trac#or aft�r a�etati��s ar� cvrr��3ie#e in a�c�rctan�e 3n+kth �ectian �A-�� —1fA�Uk��u1 TE�TIN� �� ��H�BI�IT�iED A+1��3�I��E�. D, E1+��f��UR�fVI��1T A�ND PA*�'MEEVT P�ym�nt sh�lf be bassd an the �ontr��t lJr�ik Price p�� ve�'rcal foat, rneasured irom the bottt�r� �f #�� frame to the tap o� the b�nch, The �antrac� l.�nit Pric� sh�all b� paym�h� �n full for pe�forming #h� wor�C an� far furnisF�ir�g �I! I�b��, st�perv�sio�, m�ter�ai�, ��ufpil�er�t all t�stir�g neoessafy t� �ompl�te the �u�r��. Paym�r�t for gra�#irrg �f pt�� searls. b�nc#� �nd tr�ugt� �r�d m�nhafe w�lls sl�aal b� t�ased on the �or�tract Unit Pri�e f�r eac� m�r�ho3e actuali�r �raut�d. DA-4� II��'��21�R N7A�NHO�E ���4�'��J�: PE�MA�A�� �YSTEhA 11UITH EPDXY LIiV�#� {�ot lJsed� ��-�� �r��E��a� r��r��o�� ����rr,���r�������►�-��sr�r� (r�ot u���� DA�18 R���D FIB��C�A�� MAfdFi�L� ��I��I�� (f�ot i�sed) DA-i9 Pll� LIN�D ���ICR�T� YV�LL RE��T�STR��TI�N (�io� L1ser1} DA��� PR�SSUR� �1��U�ING {�at �Jsed) D�4��1 1lA�l]UM T��TI�V� �F REH{�811�ITAT�D MANH�LES ��lat L.�sec�) �A��� �18�R��.�4�3 AflANM�I�E� [�ot Us�d} �A-23 L��AT�ON ANI� �l(PC}�1�R� 0� MA�4�ID�.�� A#J� W�4��R 1fA�,V'�� The contrac�vr shall be resp�r�srb�e for loca#ir�g a�d markir�g ai� pr�v€ouafyr �xposed r�ank��Ce� �a�d water valv�s i� ea�h �#r�et of thia �on#�a�t ����r� #i�e rest�rfaci�g proces� car��nenc�� far � pae�icu]ar st�eet. T#�e �or�t�ac�ar shaEl a�tem�t to Inclt��s #�� �ans�ructran �rrgineer {if he is ��+ai�able� in the obs�rv�#i�r� ��d rnaricfng �c#ivity, In any event a streat shakl be cory-�pf�tely m�r�ced a �r�ir�irr}urn of twa (2} workir�g day+� befar� r�surfacing be�i�s on a��r str���_ h+larking ��te �urk�s witl7 pair�t �s a r'ecoinrnendet4 �roced�re. �t sha��l �e th� c�n#r�ctars res�o�sibi�ity �o no�i�y tha ut�llty compar�ies th�t ha has c�mm��c�d wark on #!�� �roject_ �4e #h� r�surfacin� i� �om�I�ted �witi�in s�m� day� the �r�tr�c#�r sh2��l loca�e the cover�d manh�Ees �i�s� v�lves and �xpose kher� �ar �at�e �d]u�kmer�t, �Jpon r,�rnplsti�n o� a stre�# #h� cantra�t�r �h�ll n�#If�+ t�� �ti�lt�es of ihis �ornp]etGor� �nd �r�dic�te the o��oz A�C-16 — — ���T �� - �����r��r��� ������� ����ir��r�� sta�k of the next one i�r order for the utilitaes �o adj�st Facif�ties ac�ordingly, The foll�v�rf�g �r� �tilit� cor�tac� �arsons: �omp�r�� Tsle�Y���� �iurr���r Southwesterr� �ell Tel�phone ����627'� T�xas Util�t��s �36-���1 � �x#. �'f 2� Lan� ��ar �3�-838� �x#. ���� �ity of F o r� 1Nn rlh, 8`� ��8 ��� �treet E.ig�t �nd ��gr�al �antac� �e�son ��Wo# Lin�„ �1r. F�o}+ �t�ug�r N�r, JJm S�nnett fVlr. .�im B�� V1�a�Cefie�d Of caurse, under the �erms of ti�ls carrtrac�, t�e c�n�rackor shaEl�corr�pl�#e ad}ustm�n� of t�� �torm drarn and 1�I�a#er Department fa��li#ies, �ne tr�lf�� lane a� a time wrtl��n five {�} warki�g c�a�s after comp�e�#ing #�e laying of proposed H.A+S,�1.�. overia� ad���ent �o said facillties. Ar��+ devia#�o� from tfne aF��ue pro�edu�e an� �11att�d worklr�g da�s rr�ay resuft in th� shut dow� of the re�urfa�ir�g ��eratio�7 by the �o��str��tlon �n�ineer. Tk�e c�r�teactoe shafl be responsible f�r �II materials, equi�ment 2�nd I�bar to perf�rm a rn�s# ac�urate jab a��1 all c�s�s ta #k�e �antr��to� sh�l] b� �[gu��d �u�sidi2�r�r #� �I�is ��nt�act_ DA-�4 REP�JoI�EM�NT �� C�N�RETE �URB AI�D �U77�R TE�$ae provisi�r�s �equire �Me contra�tor to r�m�ve alk f�iled exastrng c�rb �nd g�t��r, �s c�e�ignated by t#�e �or��tru���on Engineer, and r�place w�tf� stand�rc� c�ncrste curb ar�� ���lfer, la�+t�own �urb ar�� ��t#ar, or in Irke k{nd, �s �ov�rr��d �y the stan�lard �+k�r ��e�i�ica#io�s, It�� �la, "f Q� "f�errrov�ng 01� �onc��t�", Item hio, 50� "�oncr�te �+�r� an� ��,tt�r". and Drawing �as, �-�2 #hrou�l� �-�4. �'�y limits for laydov�+n ���r� ant! �t�#t�r a�e sF�own i� Drawin� f�o. ���5 �f tl�e �#andard �{�ec��€ca�ion�. �ant�ac�or ahaEl saw �uf tk�� cu� �n� c�utter and �av�m�r�t pric�r to rsmov�l_ 1nc1�Gd�d. and figur�� s�,l�srd�af-y to t�is unit p���e, �vi1k b� the «c�u�r�� sawc�t excavatio�, as p�r s}�ecificatE�n ltem �1�, � D� "�.J�c�ass�fie� �tre�# �x�avatian", int� t�� ste��t t� �i� in tYr� �anstruction of ti�a ��r� a�� g�,kter_ The pay lirrfi� �vill !�e 9" ��R# from #re gutker I�p, wit� s�m� day �rau�m�f� of #E�e re�n�ve� mater��l #a a s�itabl� du�r�p sit�_ TE�e stree� void s1�a11 be fll]ed wF#�� �k,f�,A.�, "iY�� D" rr�ix as �e�r speoificati�n �lo, ��0 "As�hal�s, ��Is ar�d �m�lsion�", I#�r� h1�, ��� "Prirne �oa�t° and �tem iV�, �1� "F#at Mi�c AspltiaEtic �an�r�te" afld c�mpa�t�� ta stanc�ar�l ����+ der�s9ties and top soil a� pe� specEffcatlon it��r �io. ��6 "T�p ��Ra", if n�ot��c�, s��11 be add�d ar�d ��ve�ed ta grade �oehind th� �urb. Existin� improvements wi#h�r� the pae€cw�y s�,ch a� u+a��� rr�eters, sprir�kler sys#�m, e�c. darr�a�ed d�rean� c�r�s�ru�ftor� si�all �ae re�€a�e€� �n+ith sam� �r betker at no �o�t ta the ��ty, �ackfilll far curb ar�d gut�er sh�ll f�a completed wit�in f��,rk�en �1�� caEen�ar days from th� da�r ca� cie�r,alitian t� date of com�fetian. [f tl�e cor�kfactor fa€Is �o cor�7pl�t� �he v�+�r#t wit�in f��rte�rt {��} �alendar days, a���Q do�Ea� liq�a€d�ted d�mage w�ll 1�e asses�e� �er bkock p�r �fa�, �Y�e UnEt pri�e bid �ef Ilr�ear f�ot sY�a�l b� full com{�ensatra� for aA inaterials, labar, equiprnent �r�d incadenta€s necessary t� com��ete t�e woric, DA-�� RE�L�4�EIM�IE[VT E?� fi" ��IV�R�'I'� DFtI'���NAYS o�z�ra� ASG-� 7 ��[�T D�4 � AI��NTI��I�I�. ��'EC�AL ��IVDITI�I�� This i�em shall Include the rem��+�l �nd re�fa�ement of exEstir�g con��'�r#� dri�+aways, due ta d�t�r�ara�i�n �� i� situa�ions wher� �urb ��d ��atter ls re�Ea�e�J to a�just gra�es to el�r�inat� }��ndre�g wat�r wf#� sa�tte �a� I�a��-off of t#�� r�rrEoved rr��teriaa to a�u�t�bl� d��� si#�, ��r specifica#io�s gav�mir�g thas �t�m see Item hla. 9��4 "R�rnov�rtg �Id ��n�r�t�". 3t�m i�o, �O�k" �o�cret� ��dewalic ar�d �rivew�y�". Pay lirr�its f�r cancre#e driv�way are as shaw� in Drawin� Nc�, �-�� af th� �t���lard �pecific�tions_ The uni� price b�d ��� squar� �a�d shall be fuli c��r��e�satiarr f�r afl la�ror, mat�rlal. e��ipm�nt, sup�lies, a�rd in�id�nt��s ����ssary tc� �ompC�t� the work, D�4-�6 �EP�ACEME�IT OF H.M.A.�. PA1f�ME3V'T A13D BAaE Th� cor�tractor shall rern�ve a�l �xistin� de��rmad Fi.M.�#,�, pave�nent �ndlor bad foas� material that shaws s�rf�ce cl�terior�ti�n �r�dlor �a�npleEe �ailure_ T�e Engir�ee� w+ll i�ientify #he�e are�s uQa� �vh��l� #ime #h� cor��r��tor wili b���n +1�ork. �he fai��d are� s�all be s��+ ��k, �r �t��r s�mi�ar r��ar�s, out �f th� ex€stin� paver���# in �q�are o� �e�tai��ular �as���i7. �'he ���fe f�c�s sh2�ll b� cuE ve�tic�lly ar�d a€I faile�l and ��ase m�ter�al e�ccavatac�, As a part of #he excav�tion proc�sa, all �msatisfa�tary base material shall be r�m�v�d, iP r�quirac�, �Q � d��?#h s�fffc�ent to obt2�in siabl� sub-base, Tlie �otal ��p�h a� excavat�an ca�ld range �ro�� � c�uple o� inches to ir�clud� k�e s��r����-base-sarr�� sub�k��se reen�v�l €�r v�+#�ich #he ��g�neer �vill se�ec� the r�eces�ary de{�#��. Tl�e rv�a�nie�� gaod mat�rial shali be level�d and �r�iForrnly made re�dy t� accepk �I�� filE rri�#eri�1_ A!I excava�ed r�ria�erial shal! be �auleti o�F site, the sam� d�y �� exca+�ated, t� � su�tabie d�Fmp site. Af�er sa#i�facE�t�+ campletior� o� re�r�a�+al �s aufkir�ed above, tF�e contract�r shall place the �erm�ne�t ��v�mer�t p�tch, u�it� "TYpe i�" surface mix_ �his Itern �+il� aC��ys �e used ev�n �f r�o �ase irnpr�v�m�n�s are �e��,'rre�, �h� pT�pos�� �l,M,A,�, e��ai� s�rall rrtia�tclti the �xistang �a�+�rrr��t s�ction o� tt�� dep#h o� the faiied rrtaterlaa. �,�uhlc�a�ver is gr�ater. Mow�v�r, th� ��t�� thfr.kness s�►�II f�e � mini�ttum �f � ir�ches. ��ne��Jly the existing F-�.1+11,A_�, paver�ent tl�ickness w�lJ not �xc��d Ci". Befor� ihe pat�h la�+�rs ate �ppl��d, ar�y I�v�e materi�l, rr��d ar�d�or water shail bs remav�d. A ifquid �s�h�ft tack coat s��a�l �� ap�li�� #a all �xp�sed surfacas. Pla�err�ent of the s�arfar�e mfx �ii�s shall nat exc��d � ir�chas uvit�r v9bra#ar compa�ti�ns to fa�lou� e�ch lif#. �om���tiorrs of the �rix ahsil be to st���ciard de€�siti�s of #he �ity �f Far� 1�1�rth, made in �r�p����ior� ta acce�# fiie tecy�l�n� pro�ess, Afl a�pfic�.b�� prov€siar�s af �#andar�i �pecifi�atkon Item �los. 300 "Asp�alts, �Di1s, a�� ��nulsi�r�s". ��A "Prtme Coat", and 3�� "Hot-1lrlix A�ph�ltic �an�rete" s�talE gov�rn vuork, Tk�o �nkt price ��c� �er ��ab�� yae�l sF�al[ be full comp�nsa�ion for all rrtater�ala, C�b�r, equip�nent and i�cicfen�als �e�assar�r #o campl�t� t�re x�rarf�_ DA-27 �RA�ED �RI��H�D �7�NES �hi� I#err� sh�li �e �sed �� re�air th� f��l�d �as� mate�ial in a�-�as �x�e�d 8" dea� �� ti�rected b�r the En�ineer. Tl�e mater�al shalf �� grar�a�! cr��h�d st�n�s. � For �p��ific�tiarts �ov��nir�g this ikam s�e I#ern �fo, ��8 °'�i��cib�e Base". Th� un�t ��i�e bit# �O�r �uL��� yard shall b� full �ai��erts�tion far a!I n��t�ria�s, la�or, �quf�m�nt and 9r�c�der�ta�s n�cess�ry ta compl�t� the worl�. aa��u� A��-18 ���x �� - �aa��rior���. s������. �o�����o�u� ala-�s w�o�� {u�Mt���i� ��F T� a14 a���rH �.�f w��� �a. ����ri��i��, T�is €t�m �k�a�ll ���sis# af milGi�g �l�e �x€sting pav�ment from t�� Ilp o� gutter a# a d��##� af �" and �ransakianing �a m�#c� t�e �xls#ing pav�rrien# {0" cut) at 2� mir�amu�rr w�dtC� �# �', �`h� existirlg pave�r�er�t t� �� rrtil��d �rill eith�r be asp���lt, concrei�, or b�ick paverr�e�t, T�e re�noval a�d �€spasal �f t#�� mil9�� rr�aterial� st�a�l #�e �s d€r�cfe�l by the �ng�nee�, The rnill�d s��rtac� sh�ii pravid� � sm�ath st�rfa�� f��� frorn ���gas, rldges, ail fiEm, arid a#her im�e�f�ciions �f workrrxa�s€��p ar�� sh�l1 h�►�� a�niform textured appearar���. In ail si#uatioris wY��re id�� exi�ting M,h+1,A.�, surfac� cor�#ac#s the c�r� �ace th� �ve�ig� milling sha�C inr,lu�e the rern�+�al o� th� exi�ting asphaft c��erirrg #he ��tl�r �p to and aa�ng tk�e f�ce �# c+�ffo. TY�� wedge milling o�erati�n� f�r this �roject will b� �erform�d in � c4n#�n�ous ma�n�er aj�ng boEE� sides �f t�� s�re�t. I�etaiE� �f miNing lo�at�ar�s �re at #E�e ba�ac �f �his docurnent. ��r�tra�#or Es re�u'tre� to begii� fhe ave�l2�y, withln f�ve {�} caler�clae days fr�rr� ti�e �ate of the wedg� mi�l�n� cvmpleti�r� of an�r on� �#�ee#. Sho�rl�i #he cont�act�r f�il #� mee� t1�rs car�ditio�, t�e wedge mill���� VI�1II �� SF�LIt {�OWiIF anr� Ifq+�i[��#ed dam��� �f �a00,�0 pef day p�r �tr�et vuill �e a�s��s�d untlf all w��ge m€Iled stre�t� ar� overl�y�d. Ti�� over�ay, �nce b�gun on � s#reet sh�ll con�in�e unint�rr�ap#�d ��n#i1 r.vrr��le#e. Tl�e Car�tractor shaCl �aEfl-off ti�e r�ma�+ed m��eriai to ��uitabl� dump si#e, B, Equipm�nt �'he e�u€pmer�t f�r removi�� th� p���ment �urfsce s�,al� �� a�DW�f 0�$C�t�{� �711II1!"k� ma�hir�e ar oti�er eq�al �r }��tt�r m�ch�r�ic�l rr��ans capal�le o� rer�ov�ng, ar� �it�er �n� pess �r #wo passes, tk�e neces��ry paveme�t th�c]�ness in a fiv�-f�ot mini�urrti w�dN�, The eq��pme�t sk�al! I�e sei�-p�opell��i witl� suf�i�i�nt pow�r, tractrar� and stabi��t� to rnaintair� acc�ra#e d�ptl� �# �u� and sfo��. Th� �nachin� sF�afl �e e��aip�ed witE� ar� Integr�] 1�adln� a�d rec�aEming rrtear�� to rrnr�e��ateky r�move mat�rial b�ing c�t �rorr� t�e ��rfac� of tha r�adw�y �r��i d�sc�ar�� the c�ttie�gs Inta a�ruc�c, all ii� ane a�erali�n, A�lequate ba�k-up t�qurpm�nt �r���hanic�E s�eee� swee�ers, I��d�rs, wa�e� #ruck. �tc,} �n� p�rsonr��l wi11 aiso b� #�rav�de�# to k��p fly{ng d�is# to � in�nim�m �nd to ir�sure that al! cuttings ��� remov�d �rorn �t�eet s�r#ac.� d�iay. �#oc��klie�g af �E2�r��d +��t��€�I v�+ill n�t i�e p��rr�i€ke� on #�e projec� �i�� unE�s� d�sigr��t�� b�r the ��gir�e�r, �"he ma��hi�� sl�a�l! �e ��uip�r�cl witt� r��an� 1� �or�tr�l �ust creat�d by tlle �ulting a�tion and shalk have a rr�anual �y�t�m x�r�viding �or uniformGy+ vae�++t�g �h� t�epth af c�� wY�i�� #he eriscF�f�t� is In moEion th�r�by m�ki�g it p�sslb�e t� c�t fl�sl� to al1 ir�Ee�s, m�t�ha�es, �r �#��r ob�t�•��t�or�� wi#hi� th� ��ved area. 7h� �p$e� �f the macl�ir�� shall be varl��le kr� arder t� I�ave ti�e de�if�� grld ��ttern specified �ander ��r#a�e Tex#u�e_ The unl� pri�� b�cf per I�n�ar f�et sl�all be ft�l� comp�nsa#i�n far all labar, mate�ia�, ���rlprnen#, #aol�, ��d incid�nta�s nec�saar�r �� �orrt�l�te �C�e work. Dl�-�� BUT7 J�i�TS - N9iL��D ��roz A��-19 PA�� �� - �D�IT'��I��L �N�E�f�L ���l�f�'����5 A, f�escrlptiar�; This lfa�n re�tiire� the �or�trac�ar �a rnill "b�tt ��i�ts" �n�a the �xis#i�g sur#ac�, f� assa�iation �t+�th #�e w�d�� milling ��era�ti�n to titi� de�th ��r� at locatkon� �s described bel�+n�, Th� l��tt jc�€r�t w�ll �O�o�+l�e � full uvidtE� #ransatEon sect�on, w�ereby #�e rtew ov��fay sh�Gl rr�atrat�i� �onstant �ept� at the poi�� the n�w overlay �s ter��inatetl antl th� r�e�v s�r�ace �I�vatiar� �na#�h�s the exi�#in� pau�rr��ent. 7he cor��truction �c#i+�kt��s, pe�forrnan�e s#andards a�d equipm�r�t neec�er� for t�� i��k�t join#s miE�ing o�efations st�a11 b� �ov�rneci by the �p�cial �rovls��n� of Pay I��rn No. J-�Ned�e �lillin�. Th� c�n�ig�raki�r� �f tl�� �utt joi�ts is des���b�� in rr�or� d�t�al b�low. ��r�ec�] €I�talRs �f #�u#� j�i�t J�catlons - alor�� +r�a�h wec�ge r�il�ing ir� ���e��l - ar� shown �n pi�n fv�m af tha ba��C of tY�i� docuene�t. B. �anstructi�n �e#a€Gs Pr��r ta th� mil�lrrg of t�e �ut# jolrrt�, tl�e �o�tra��or sha11 �ansu�t u+ith the �ar�s�r�cti�n En�ine�r for �rope� lac�f��n �f th�se joir+ts ar�t� vvrl��+ tha� t1�� ��I����d I�mi�s of th� pr�je�t�' straet are �aer�c�. 7#�e �eneral koca�l�r�s �ar butk �oir�#s �re at al� b�gir�nin� a�d ertdGng p�ir�#s �f stre��s listed �n �h� pro���t and �s �rtor� �r�phi��lly det�k��d at khe b�c� of tlti�s sp��ifi��tion b�o1c_ T�� j�in�s �� ��sa reqr�lr�d on �o�l� s�des of all r��lr�ad t�acks ar�d �oncrete valley g�it�rs, brEdge cfe�ks and c�lverts �nd all �ther �tet�s wh�cl� trafl�ver�e #t�� s�tre�t ar�d er�d t#�� c�r�tin��ity of the as�h�1# surfa�e. Each �uxt ���r�# shall be �0 fee� long ancf m�l]ed o�# acr�ss the f�ll wlcE�k� �f �h� s#reet s�ction to a k�per�d d��fh o� �", �f'his miE�ed area shall be tap�r�d �vit�in t�e 2� ��et to a� de�tt� �rom �" to �" �� a�ine a��acent t� the �eginr�ing and �ndir�g �oin#s �� ir�term�diat� tr�r�sv�rs� ikarrEs. This butt joirrt - w���r overlayed -+nrill �vnsist of a aspl�alt �eckia� kh�t +,+�+ill Erar�s�ti�ri #h� ne+�v o�rertl�� to matc#� ihe �xistin� pav�rr��nt elev�ti�n. Th� cont�actof shall ��ovRde a#empar�ry w�t�ge of 2��ph�lt �# �!1 bukt ��i�t� to provid� � sm�at#� �i�le over ti�e #�ump. �. �lleasufi�rr���# �nd Pap�n�n# B�rtt Jaints as �rescrit�ed �#�ov�, w�1G b� rr�easured b�r t�� �ni� of each b�tt joir�t milled, The ����aosa� o� exc�ss r�at�rial Inv��v�d will not �e tneasur�d for pa��rr��r�k, ���h butt Jo�nt-rr�H��d, �n�asur�d as above, co�n�iet�an pl��e-in �ccor�a�ce with t�ese s���Efi��tiar��, wilk b� paid �ar at th� unit pric� shown fn �F�e pr�pos�� fo� "But# ,1�int�", �F�� unit pri�� b'rd p�r �a�#� shaia �e #�CI ��mp�naati�� foF all milling, inc���d�ng rnat�riai h�ul-off� ta��s, labor, e�ui�Oi�ent a�d inc3denkaCs n�cassary to [:a�nple�e #he requir�d w�rk, � �►�-ao ��� H.n�.�.�. su���a�� ��u��� {��� „�„ ���t� �lli ap�licab�e provis��r�s �� �tand��'d ���cFfic�ti�n�, Iter'r� 1�0�, 31� "I-lot-�lix A��p#�alfic �ancrate", 30� "As�halts, ��ks and Cmuis€�ns". 30� "Prime �a�#", and �1� "�entral P��nt �a1z��� ASC-�� ` P�1�7 ��4 - �#D��TI�hIA�L SP����L ���VC�ITI�i�� f�e��cling-��pha�t �ancr�#e" sha�f appl� to tl�e constru�fion meti�ods fo� #I�is parki�r� of the �ro����. ��ar��a�d �p�cificati�n ���.5 ��� sh�all be revised �� follows: The prl�ne ��at, tack coat, o� #he asphalti� mrxture ��ail r�ot be #�laced ut�les� the air t�mp�ra#�r� i� fiFty ���j d�gr�es Fahrenheit and risi�g, th� temp�rat��re b�ir�g tal�en ir� tk�e sha�e an� awa� frorn ar�ifi�ial i�a�t_ Asph�.�tic ma#erial sF�all a�so nc�t b2 �I�ced whe� �he �ir�� ca�c#i#ians ar� �nsuita�le in #he �pi�aan a� t€�e E rtg i r�� �r. The c�e�trac�vr s�a�l #urnlsh ��tch �iesign of #he prapas�r� h�t mix asp�e�lE�c conc��#e for ��t� ap�r��+ai 48 hour� prior to p1��Mn� #he E-I_E1�,�4,�. overlay_ Th� ��t� wil� provide labo�at�ry ��n�ro� as ne�ess�ry, 1'he unak pri�e bid per square y�rd nf H,�I,A,�, c�m�l�ie ��� �n p�ace, shal� l�� full ��m�en�at[on far all 12�b�r, mater�ais, equipme�t, #aoE�, ar�d incid[�ntals no�essary to �ampl�te fF�� work, D�#-,3� R�I��A►�EM�NT QF 7" ���3�RET� ilA��EY GU�T�R TI��� ite�r� �Y���] i���l�d� ihe r�maval a�cl recons�r�c�ior� a� e�cis#�e�g c�ar�cret� vakley g�tters at I�cations �o be d�t��mined in field: Rernoval o� t�xistin� concrete valle�, asphalt pavc�mer�#, �oncret� bas�, ct�rb a�c� g�lter, �,n�l ne�e���ry �xravafior� ta an�ta�l tl�e �or��r�te v�l1�y gutf�rs all shall be a�b�id�ary t� this p�y E#arrt. ��rnis��ng �r�d placi�g of �:�7 �o,7�fet� I��se �nd or�N�h�d lirr�estor�e to a d�p#Y� as �ir�c�ed �� the �r���neer and n�cessary �s�f�al# trans�tio�s as shown ir� #he ��ncre#e v�lley gu�t�r details, SF1�II �$ �kl�35�{I38f� �p �I�fS P�� I��171_ ��e �#andard s�e�ifica�ion li�rn IVa. 31�, '���ncfe#e Pavement", ite�� �9� "FE��-N1i�r Asphalt�c ��nc�e�e", fkem No. 1��, "f�er�o�+ing �Id �or�cre#e"', Ik�m fV�, �0�, "lJr�c�as�i€i�cl �treet �xcavation" �t�m f��, 209 "�lexibl� Basa_�� �ie�sur�ment €ar fin�! q�i�nti#i�s of �alEey �t��#e� ww�l be by t�e �quare ya�d of concre#e p�v�rrten# ar�d #h� curb anrJ gutter s��tian wilt be G�rcludsd. �an��a�tar rna�y su#s#it�te �" �on-re�n��rc�d {�:�7� �a�c���e �ase in lie� �f �ru�h�d �k��e at C10 �{�CE]�EO[1�I COS#, S�� 1��'117 �J"��"' ��r�cre#e Pav�r��r�t". Aspna�t i�a�se ma��e��al may b� req�M�red at �lmes as dire�te�! b� the En�in��r t� �xpedit� t�e work at loca���ns ide�#ifled 4n #�re field_ The con�re#e s�ta�l �e d�s�gned �n a�hieve a rrrknirr��rn cam�re��ive strengkh of ���0 po�nd� pse sq�are ir�ch, ��nkra�tor shaH warl� �n c�r�e�h�l� of Vall�� �uft�r at a tirr�e, a�� the o#I�er hal� shsll be op�n t� traffic. 1Nork sh�1f l�e c�i�pleted orr ea�h I�alf withir� s�ven {7} c�lend�� d��s, If �C�e cor�tractoT farR� t� co�rt{�lete �h� wark or� eacl7 I��if wi#l�in se�r�e� (7) c��entl�r t1a��, ��1�� daklars C�qu��atect dam��� will be asses�ed per each I�ai� of valle� gut#�r per clay. Th� ur�it �rice bi� per s��a�e �ra�rc! ��r ��r�c��te 1Jalley �s sC�ow� or� the prnpos�l wiff �� fu11 COR1j�BC},SS�I�iI ��� Cflclti'Jfl�1SF ]s�ar, e�ui�mer�t, toals and incictent�ls ne�es�afy to ca�npf�t� th� w�rk. osI23Cro2 — — A��-�'c P��1' DA - �#D��TI�{VA��. ��"E�1�4L ���I��TI��VS �A�� hIEW 7" ��N�RET� 1fALL��f �1.��'T��2 �`h�s i#�m shall fn���d� th� c,�nstruction of c�r��re�e �+2�Iley g�t�ers a� various locakaar�s ko foe d�t�rmi��d in fi�ld. Rernov�l of existing. asphal� pavement, c�n�ret� l�ase. �urb �r�d yutk�r, �r�d r�ec�ssary �xcavatian ta rra�tall t#�e �ancrete �a1ke� gut#ers aq shall �e sub�idiary to t1�Es p�y ���m. �urn�shin� and pi�cirig of �;�7 ��n�re#e base ant# crushed limest�ne #� � d�p�li �s c�ir�ctetl b� th� ��glr�a�r �r�d necassa�y as�ah��� t�-ar�si#�or1s a� shown ir� #I�� �ancre#e valle�r g�tlt�r dstaiis shatl �� s�bsi�iary to th�s Pa}� C�em, �e� stan�lard spe�if�c�#i�n lt�m �l�, �1�!". ��n�re�� Pav�ment", Jtem �'�� "Hat�h+tix �i��h�lt�c �ancr�te", I#�m No, �0�, ���e�no+ring �Id �orrcr�te", t��rr� �J�, 1�G, "lJr�cl���lfl�d �tree� Excavation" I#em IVo. �08 "F�exibl� 82�se." A+Ie��ur�Mri�nt f�f fnal ��aantitres v� �+��1��r g�t�er �Ili be #�y �he s€�u�re ��rd of con��ete pavom�t�t and �F�� curb �nd g�itt�r section w�11 be incEudetl, �ar�#ra��tor ��y s�a�ost�tute 5" nor��reir�f��cod (,�;�7� �oncr�#e Base �n li�u c�f �rus�ad �for�e at no addi#ional cast. �ee It�m �'J�" �a��rete Paveme�t". 7k�� ca���ret� shall b� �es��ne� �� achivve a m�nimum ��rnpressive atrer��th �f �QO� po�nds per sq��2�re inck�, �or��r��t�r s1��ll w�rk or� one�ha�f o� Valle�r ���t�r �t �#irne, and the v#��r ��If s�all b� apen #o tra�fic, 1Nor�C �hal� be campleted or� ea�h hafF within s�ua� �7� cal�nder �la�ys, lf #he �oR#ractat �a�ls �� cam�lete fhe wor�€ �n ea�h h�lf w�#a�ir� s��+�n {7) c�lenc#�r d��s. ����� do�fars lic�ul�ated d�mag� v�+�ll k�e �ssessod pe� aa�� haif of va���y� �ui�er �ef daY- Tl�� �nit pri�e bld per s�u�re �rard �or �on���te Ifall�y as sho+�n on the pt�p�sal wi�i �ae full camperrs�#i�n f�r rr��t�rlals, I�t��r, eq�ipm��t, to��� and ir��id���a1s necessar}r to �orrrpl�te the work, 1�A��3 IVEW 4" STA�1DA�tb UVHE��.�F#�41l� R1�I�1P The �ant�a�tar s#��11 con�#r��t �t�ncf��-d concrete wF�eelch��r ��tmps as ��tow� an �h� encl�sed �fetails, or as d���ct�� by th� E���r��er, The rerrtoval o� e�ci�ting subs�a�dard wh��l�hair ram�Os and sideu+a��C as re��,ired for the in�t2kiation �f n�w wh�e3chai� rarn�s sYra�l b� suhsfdisry to tMis pay it�m, 7�� r�m�val and e�pla�e�ent o� ��rG�ti�� curb �nd gutt�r as ee�uired for t�t� inst��l�#ion �� n�w w�e�E�l�air r�mps sh�il b� ir�clud�d in �'a� Item 5{Ren�av�l �nd �ep�acem�nt of �ufb a�td �utterj. Pay limit� #�r I��d�wr� cueb ar�d �utler �re 2s sF���n In t�a �#a€�da�d Pa� Lirrrit �7�t�il (1lUR-�)_ Th� pay limit wil� �xtenci fram 9" ouEs�d� the ki� af g�tt�r t� 9�t' #�a�k �rom t�� face of ��eb. l�ny ���F�alt #ie�in shall !�e ��bsic�iary �o �h� curb and �utt�r �a�+ i#am. Pay Ilmits �or "�tar�dart� 1�h��lchair f�a�rip�� wi11 s��r� ��"` back �r�m �he fa�e of ���b ar�d en�om�ass �he rerrtiainder of khe ran�� and sid�wall�, �11k app�i�abl� p�ovision �f star�dard �peci����ti�ns I#�m 'lQ�4 "Rerr�ovin� �Id �oncr�#�" a�d It�r� �0� "�oncF�t� �idewall� Drivev�+ay�" s�all a�}�ly �x�ep# �s Mer�ir� mad�f�ed, �II ��ncr�te flar�d surfar� si��ll be colora€� with �ITHOC�#ROf�E ��kor h�ard�n�r as manufa���rad by L.h+�, �cofleld �ornpan�r �r ev�ual, The �olor �rard�ner ��ail bo brlck rod c�l�r aa��oz AS�y2� � ��a�� �� -���ir��r���. s������. ��r��N�i�r�� �nt� dr�Ys��k� ty}��, attd shatl be used in accordance witY� man�facture� instr�c#i�ns. �oncret� stai�� rna}� be ap�l��d ��ter con�re�e fs paurer� {F��oduct �ofd �O�r BA��}- ����ntra�t�r s�all �Or�vlde a col�red sar�ple cancr�#� �an�l �f ��r� foo# �a� ane foat by Ehree inch�s dimensEo�, or other dimensi�n ap��ov�d ��r fl�e ���i�eer, rrfea#ir�g th� af�rerr�ent�o�ed apec€fication, T1�e sampie, u�oan ap�roval b�+ the Engir��e�-, shall be t1�� a�cep�able �#andard #� �e �ppll�d for �11 conelr�ction ca►r�r�� 9r� the sc�p� �f tt�is �ay it�m_ T}�e rt�etF�od of ��p�i��kior� shal� �e by scre�n, sifEe�, s�ev� �r o#��rr means In order to �rovEc�e far a uniforrr� ��lor das#rlbuklan.'" The uni# price b�d p�r�squ��e w�11 b� t�ll cai�p�ns��E�r� f�r �ompete �ha tnr�r�, y�r�l for 4"' s#anda�d �vheeC�l�air ��mp a� s�own �r� tl�e pro�asal m�t�rials, �ai�ar. ��u��men#, ta�Es a�d IncEd�n#al� n�c�ssarp to Q�4�3� �" F'►4�ElUIEfV7 I�UL1J��21�ATIQh! �or�tra�#or ���a€1 pu1u���za the exi�tir�g pavem�n� to a d�pth of 8". A##er pu�veriz�tir�n is complat�d, �ontrac�ar s�ail tempo�aril� rem�►�e �ncf s�ar� th� �" �e�p p�lrr�rl��d materlai, ther� ��t #�e k�a�e �" to provitfe piace fof the r��w �" 1-9_iVl_f�,�, surfac�. �`he �" ba�� �uk s#��ll st�rt �� � r�e�kh of B" �ro�n #h� �xistin� �u1ve����d sur#ace, Aftee tt�e undercut �pera�ian is com�l�#ad, contrac#ar �hall s�read, mix, ar�d ��mpact th� �ufve���ed r�ateria€ ta a 96°!a c�mpactio€� ��r �ity`s �tan�ard ��e��fi�a��or�s or as dlrec#ed by the Engir���r ir� t�� #i�1d. �4 �.�°!o p�rtEand cee�er�# �hail be used #o rriix the pulv�rized ��ater�al. I� �a�e ��clst�ng �avemen� �as a corr�b�nat�on of 'i0" M,fui.A.�, and cr�sh�d skone�gr���f, �n�1�r��t wli� n�t be requ€�ed, th� c�n#�actor va�ll pulv�rfz� i�" inches, the �" inch c�# will be ta�ce�r� from #ha 1 D" ��Iv��ia�� �7ate�kal. (sa� aaik t�st r�port� Pulv�r��ation �hall s#art witf�i� t�n (�IOy cal��c#ar days a�#er �If c�ncr�te w�rlc 1��s f��er� ca�pEeted on a str�et, If #i�� conk�a�t�f fa�l� to be�ir� #he w�r�C wit�an ��r� {�k�� �a��n�ar �ays, a $��� dolEars 1iq+�idated d�mag� w�ll be assess�d p�r bfa�� per �ay, Afker th� p��vefilz��i�n m�#�riaE is ct�r�d, tl�e ��n#ractor s�r�ll overta� it ww##� �" H_f�_A_�, s�rf��e with�n �ive ��} c�Eendar d�ys. If t#�e �orrtra�Eor �ails to be�in tE�e work tinri�hi� five (�j calen�ar days, a$��� dollars liq��d�te� damage �vi11 be assesse� �er block per ctay, The ur�i� pric� b�d p�F sc�. y�. s�all be full campensa�i�n far af1 1a�oor, r�a�erkai, eq�ripm�rr#, �o�ls, ar�ci Irtciden#a�s r�ecessafiy to pulv�r�ze, r��r��ve a�7d �tare t�e ���1►��rize� �rat�ri��, ►�n�e�•�r�t th� i�ase, rrkix�n�, �emp��tlon. ha�l ���, sweep, ar�� dtsp��e o� th� ��nd�rc�t �r�ater��l. TF�e �" �i,11+1.A�,�, surfa�e will be �aid by �eparat� item. DA-35 I��Ih1�'DI��ED ���I�RETE P�4�l�f�I�NT �R l3�#�� (IJTILI�I� �UT} The �ollowing �p�c�fic�ti�r�s are �or the furnisl�ing �nd p�a�clrtg of reir�for��d cor�crete �a��+ement ar �2�se as s�tow� a� de�t�il �nd �s dtrect�d E��+ t�e EngEheer. �1, ��#�E�AL: �sr��o� AS�-2� ���T I��l � �D�17'I�iV�#L �P����4L ���1DITI�hfS F2�:�nforc�tt co�c�et� pav�rx��nk a� base s�a11 con�orrn #o �pe�i�]�atl�n Item Na, �'i� he�ein excep# F�r finishirtg and c�rlr�g. �. FIh1�SHlh1�; Tf�� r��nfor�eci concr�te sh�kl be br�ught #o a ur�i#arrr� s�art�ce by worl�tng wi#l� a w�a��n flaat- The surfa�� shal� {�e t�ush w�th lh� �cfja��rtt �avamer�t ar�d sha�l h�va a fi�ish s��x�r€ar to th� s�rr0u�tdir�� ��veme��_ Th� sur#�c� s�ta�� be �v�n ar�d sh�ll pravi�e � srno�tl� rl�l�, C�rl�l:���C�3 The reir��arc�d car�crete �p�v�m��t surFa�s shall be s�rayr�d u�lformly witf� � rrterrr#�r�n� �urin� com���rr�d conf�rrr�lr�g �a t�� r�quirerr�er�ts of A�TfU� �����, i��� �, w9-ii#e-�i�m�nte� co�npo��d, w�ric�r s�rali not produc� p�rrnan�nt di�colaratian �f the canc��e. ��n�r��� sh�al� �� �als�wed to cur� for aeven c�ays �r test c�G����s r��� 3�pq ��9 bsf�r� r�mov�l of b�rr���des. D. �XE�U��O�: Includod i� �#�is �tem +���I b� �h� removal o� t�r� ex�sti�� re�+�fa�c�� c�r��ret� pave�r�er�f. 7he exsstEng pave�e�t sk�all �� sawed so as �o rnai�#ain �� ev�r�, stra��h� p�v��rien� cut. �I�e �x�sting r���forcing s��e1 at sawed lin� �nd constr�c���n ��Fn�s sha�l be ta�ped 18 �nches �rkth the ne�n+ r�irtforced c�r�cr�ta pa.vomer��. Th� exia#an� s#��I sh�li �� tho��r�ghl� c�ea►�ed befor� lap�ir�g. The followin� worlc m�#hod w�ll �� p��formed ar� ea�h �kiiity cut: 1. F'��ce sa�ety s�gr�s. ��rric�,�le� an�lor o�h�r uuarning c���rices whare r��cas�ary an�l as rer�uired, �, Replac,e �avement to neare�t ��irrt, 3. [�arf� �uk ti�e dam�g�cl area �r�t#� 4ceel, c17arEic 1in� ar p�Ent �ek�g sufa to in�lude �Il ar�as r�quirrr�g r�pair. 4, ��w cut alo�� m�r�Ced lines a mi�irnurn of two {�� �r�ches �eep. 5. R�rnov� ex�stlr�g �onc�e��. �, Fa�m joints anc� place �elr�far�Eng �teel �nd Dow�l �ars (�� r�quired� a�c���l�ng #o s�antlard s�ec�i�atio�ts, 7. PE�c� �r1d �r�ish c�ncrete. �. �Eea� up joi� si#e. re�xtaviktig �II debris. �_ A+Iair�Eain traifi� �on�ro� d$vic�s to prot��t th� area u�tCl the �o�cret� ha� �u�e�1 sev�n d�y� or �ar�cr�te re�ckte� �0�0 psi ��rr�pr�sslve str�r�gth, �_ F�YM�hiT: o�� ASC-2� P�►I�� D�4 - �#DDI`Y`�����. �P��I�#�. ��I�iDI�['���1� P��rnerrt sha11 �e mad� a# t[�e �nit pric� }��r lirtear foot as shown on ti�e prop�sai a�t# sh�ff be f�ll cornpe�sat��r� far f�rr��shang all la�o�, materia�s, ��u�pmerrt �ools a€�d Gr�ctden#a�� n�c�ssary �o c�mpls�� #�e w�rk. DA-36 RAl�E� PA11�lU1EIVT hRAF�FC�R� All a�piic���e provision� of �t�r��ard �pe�3�ic�kions f�r R���way [�ar�ars {B��tt�ns} shall a�p�y, �`he �ar�tractor sha�l inst�ll s��n�ard raac�wa� rnarkars ��cardkn� �o �lt�+ �pecific�#lons a� s�own �r� �lan sheet or as �Frec�ed by t��� �r��ine�ar_ Pl�a�� r�fer #o "f��adwa�r i�ar���s Sp�cifica��or�s", DA-37 P�T�hlTIAL.1�1� P��RQ�EU�JI CONT�4Ni11�AT�� MA�'��IA�. h[ANDLlN� A, �ENER�f,� 1r�h�re knawn b� �i�e d�si�r, �n�ir���r, th� lo�akions af ��ten�iall� p�troE�um ��ntaminated mate�ial {s��l} that ma� be en�o�n�er�d d�eing excava�€o� an�dor c�€�stru��or� acttvities v�il! 4�e shs�w� or� #�e �12�ns. ��r �GI �ocat�ons v�here m�ter€a� is e�ccava#�er� a�d suspe���d of beii�g c�r�tarnlnated witl� p��ro�eur�� produc#s. v���#�+�r �Cnown �r nat, tt�ese special condi#�ons a� to b� follawcd. Ti�� �ar�l�actor is aFs� t� ��1�ow alk s��l��a�o1e ��deral, �tate anci �ocaE regulatior�s when han�lin� known ar sus�ect �antamrnate� �t�a#e�laRs (��Ils). 1. 1�lOR�C �E��LU�E�} �. Excava�Gon, ��oc�pilCr�g an�i t��tir�� �f Po#e�,t�a11� Pet��l�um �an#am�r�at�d N1�terial_ �. �em��+al, tes�ir��, an� �Espos�l of �etroleum cont��i�ate� gr�un�w�te�. c. �l�tair�ing a�d paylr�g for re�uir�� p�rmits. d, Hi�ing �f q�aj��Ge�l e�viranment�l profe�si�nal cor�su[tan#{s�_ �ontfactor vuili be r�g��red #� �ubrnit t�� er�viron�ef7��! cansulta�t"s experien�e �r��i qualifi��ti�ns �a tl�� �it�r �rlo� to b���nr��r�� wo�k in areas a� Po�e�titieAp F'etrol�w� �ankami��ter� Mat�rial_ a. �-Ciri�g o# t�t�al��i�d �nvirorrmental �at�pli�g }�r��ession��s #�r�# wi11 cailect �rtd submi� sarrrple� to �F�� a�{�lica�€� �ity a� Fork 1No�kh t�stir�g iabara#ory, TI�� �ity af Fo�t 1Narlh's Dc�p�rtment �f ��viror�me�taE f�a��a�erner�t #�r �oortiina#i�n �f 1ak�ar�tory �estlr�g. 2. 1����I�E�J��S a. AI1 ap�li�a��� O�H�1 r���alatary r�q�+ireme�ks. b_ �Il �p�l'tcat�E� Env'tronme�r�al Pto#e�#ior� A�ency {�PA} re�ul�#ory re�uirements. �, �►11 a�pf���b1s �ka�e of 7e�cas r�ul�to�}+ �equirerr�ents. d_ �lll a�pRicabl� �it� o� Fort 1+Voeth {�iky} t'egulato�y requirern�r�#�. ��sraz AS��25 ��►�� ��4 � I�C����fI�N�1�. �PE�I�L ��I�DITI�h1� e. All appktcable NIO��I s#and�i�ds. f, �i�l a�pGica�l� TfVF��� requirsm�nts. 3_ SI�B�ITTA�S a. T�e �ontr�ctvr s�al! prepar� ar�d sub�t�i� #n the �it�r's D�pa��trrrent �# �nvirnnrr�er�tal M�nag�m�nt. ��nior ��eciaf�st in �ompliar�r..�, �lans far ��ndCi�� Poter�tiall�r Petraie�m ��ntanunated M�,teri�l {���PUk� na# �ess th��r �� da�r5 �Jrt�r �a G�rril'��n�l�� e�(�av�ti�e�. b_ T�r� �ant�actor sl7all #ak� necessary p��a�tior�s vuhEle �erFormir�� t#7is project. �v�tract�r sF�a�l �ot c�n�rrie�ce PP��UI work ('I} �ontractar's s��rr��tt�l �ar dealir�g wfth PP�P.+t is r�+�i�w��l b� #�e �it� 2�n�1 ��j #�e pl�r�s �i,�., cir�wi�g ar�d d�sc�iptior�� Far dlschargin� �n� tr�ate�i li�uid i�to ��� sto� s��+rer c�r �an€tary �ew�r are re�+ieuu�d by tl�e �Gt�+ �3� �nr� acc��table sto�kprle ate� is �den��fed �y the ��r�tfa�#or_ c. �ont�a�tor s#�all subi��t th� name of his pra�asv� qu�life� er��+lr�r�mer�taG pr�of�s��on�l �rtsuit2�n�{s) and p�o�ras�� PP�M Handling P��� to ihe �ity_ Tl�e PP�N� Hand�ir�g plar� shall €nclud� t€�e d�tail� ssq��nce of �on�i�ru�tion Irr�ludfn� p�o�ased axcavatiar� and l�andling rneEktods, �ra�vs�d c�rri�rs for co�#amwr�a#�� rn�.ter��l�, v�ra��e tf�spasaa s�te, and � li�t of �ny perrnit� that may be eequir�� ��r f�P�h+t �r�ndlir�g or c�n�amir�a#ed r�a#e�'�als ciispos�l, �F�� �ba�e d�t� r�ti�s# �e corrr�lE�d ar�d arrar�g�d in a for�rrat tha� Is accept�b�e to th� Texas �latu�al R�s�urce ��ns�r�aEion �omrrka�siar� {7�Vl����, d, �ontr�ct�r �hafl �ui�mit actual lirni�s o� PI��M excavati�n, 2�s �rep�red E�y h�s ���G#�ed enviranm�ntal con�ui�ank�s) ar�� ��sti�g lab. e, �an�ra�tor s���ll s�l�rnit for r�vl�w lhs pra��sed ca�ier pa�e rrra��ri�l #o be used vwith #h� �ct�a� lirnits o� �F��M exca�+ation, Includi�g plpe g�sket �r�cl carrier pipe �oating v�' lin��. �. PROI�U�T�; �_ PI�E �A�K�T R�f�T��1P�L. h�1�te�als us�d �rEthi� ti�� ac#ua1 iimits o� Pf��N9 �xc�v�tson, En�rtiidkng p��e g�skets, sh�l� i�a reslstant t� petral�urn �ydrocar��n deteriara�ian, �. EK��IJT[D�3: 'l_ P��EN�IALLI' PETF2���UM ��N�F�fVI�C�AT�€3 �R�A� a. �re�as susp�c#ec� of #�aving �etrol�um conkaminak�d mat�riaf (salRs� ��� sl�awn In on �he engin�erir�g drawin�s, �. Ir� areas at�ee #��n #hase not�d �r� #he p�an� a�r�i w��re pot�e�ti�ll� �t�'�C�tNm contamir�a�ed rn�#erials a�e eather dete�te� �r s�r��ec��d, th� �ity of ��rk 1lV�rth 0��02 ASC-26 P�1#�T �� � AD�ITN�NAL �}�EClAL.. ���1C���"IC}hl� an� tFre �n�ineer shouEd b� r��tlfied irrrrr�ed€atel� and ihe vuark �ho�Cd proc��� in a��cordan�e witl� thi� se�kiar�. �. ��R��N�iV� PQTEC�TiAI��� ��TROLEU� ��NT�lV1��i��ITEE7 �REA� �are sfnould b� t�kee� duri�g �ll excav�tian �nd de+�a#�ring �ctivat�e� ko identif}� areas po#en�tally car�t�minated �y �e#roleurn. b. 1Nhe� a petrole�arn �dar �� ancou�tered �Eufin� exca�+�tson or wh�� th�re Is �+isuaE �vi�en�� o� ��'t�nE�a��� petrnle�rn contamin�#�� s��f, #h� �ontra�tar shal� notify #�� �€�gi�eer without dalay, c. Th� ��r�fr�ctor sha11 �av� re#ain�d ##�� serviG�� of �n e��viror�mental consul�ant wl�o shal� bs peesent a� tha site #o �cr�en st�s�ect s�il wl�h � pf�at�-ror+i�a��o� detectoe ��iD� or � flam� iar��za#i�n de�ectae ��Eb}, �1 readirtg o# ,�0 �}�m ab�v� ambier�t co�dit�o�r� or �t�a#er an PID o� �CD testet� soil sarn�te will be canskd�red p�t�ntlal�y p���oEeum car�k�mi�atecE. The soul sampl� sh�uld �e a��ent saa-nple fr�ix� �h� ex��v�t�on fac�, 7he sarr3pl� ����Id �e s�ored Gr� a laborakary sup�tie€f �lass j�� wlth a teflo� gas�ek lin�d iid, Tha �i�} of Fort 1Nart�r aa�ar�rrEe�t �# ���vironr�er�t�l iu�a�agement wiil be n�tifi�d pri�r to �II sarnpie collectiar� and su�rrtitt�l ta th� c�t�rent #est�nc� I�f�oestory i�en�kfiet� I�� the �C�ty, 7#�e PID or �E[� tes#� sE�ou4d be {��rfanned �r� a confi�e� �ocatian. ��€�s prad�cing a rea�3�� of less #han �� ppm �bav� amb�ant wfll Rto# be ��r��Edered pa#er�#iafiy pe#�oE�urn c�r�t�minat��. The PI� or FID sY��31 be calibrate�i a����din� #o man�fa�turea ir��tructions. d. 1N�t�r encot�n�er�d ��x�ing excava�ian ar �iewatering shaU b� cons�dered t� !�e p�tentiafGy c�ntaminated i� Ek�ere is a�ris9#�fe s#�eer�. � f�}r€irocar�or� o�ot, �c��a�e�t soil tF�at appears vasually to �e c�r�#arni��ted �y h�+droc�r�ons or at any #br�e t1�e �ont�actor i�as reason to bel�eve that hydroca��ar� �ontarnir�atian ma�r �av� o�c�rred, Th� ��rrtract�r sha11 kmrnedia#�ly na�if�y th� �i�y and tt�e ThlR�� wi��nev�r c�r�tarn�nated �ater �s �nco��t�r�d. a�. �h� �ot�tr�actor �h�ll cor�tac# �h� �Mky whenever c�n#arnir�a#lon fram ��y sour�� is �usp��ted, 3, H��1DLl�J� POT��ITIA�L� ��`�R�L�Li�I ��fV�'A��1+�lhl��`ED ��IL �k'P��� a. ��n�ractar sY�al9 coo�dir�ate stackpilrr�g af contam�nate�l prep�rin� th� chos�� sEt�: with �k�� �ity Eo d�#errni�e a s�rtab�e locatlan f�r #h� s�il, The �orlo�r�r�g �r�cedur� s�a11 b� fallow�d in '!. Prorrtd� a di�ted encla��re large er�o�a�h� ta ho��l �CI m�te�si an� �rr�vent �unoff_ �, i[�e dlke� area ��al1 be lin�� �n+i#F� ��-30 rrGi1 p€a�s#ic tp pre�r��� seepa�e �n#a t1�e extstir�� so11. �. At the ar�d of e�c1� wark day, �ontr�ctar s�ra1� �om�le#ely �av�r s��ckpike wi�#� �0 �nil �lastE�. Durir�g th� da�. th� �t��ttr����r shall 1��e� tF�e stocicpile cov�r�d, as necess�ry, ta prever�t r�l�ase of cor�t�rnlnated mate�ials due to �a€r� or +�rinrJ. oa�5ra� AS��2'� P�i�� I�� - �D���l�I�,��, ����I�L ���li�li'���1� 4. �am��ir�g an� evalu�tFor� of mat�r€als will �� p�rformed �t th� �antra��ar's expense. {�it� �ity �f F�r# 11�orth uuill pT�vFda I�b��atory seevic�$� b, I'P�S sF�a�ll be hant�i�d. te�#ed, obs�rving afl st�r�dard �haE�-of-c�stady �ro�edures �nd san7�lir�g pr�serv�tior� �nd an�lyses sha11 canf�r�n ta pWl�ils3��d ar�d rec�gr�i��d stant�afds, �, TF�� s�ock}�rled �P�� sh�l€ �� s�mpled �nd E�stec� ev�ry �� ���ic yarcis for Total Pe#ro��urrr H�dracarbor�s �TPN} (`��100�) and �e�z�n�, T�ulen�, ���ryil��rt�ert� �nd �y��r�e {BT�X) {EPA 8���), �11C te�t res�E#s �+�11 b� forward�d to #h� �ity �f �ori 1�f�rlh Deparkr�ent o� �nvlronm�n�al N9anagem�r�k, �. �on�a�nn�ated s�ii �der�tifaed hy �est r�sults wlll be d�sposed of acc�rdi�� to I�A�36, Lc��d�ng. Trans�aartati�n, and Dispas�� �f �o�t�rnin�tec� Soii. e_ It �� t{�e �nte�# of the �i�y af Fart 1Nor�� t�at uncot�t�mrna��d safls b� utili��d as bac�Cfill mat�rtal, iFth� ��ils ��s� meet �I�e �'�p� � ar � ba�kfill classk�i�ati��s. 4_ FiAf�DLlhl� P�7�iV7�A�L1' P�TF�4LEU� ��NTAMI�iAT�� WAT�F� {PP�Wj a. 1N�#er pumped �rarn �I�� ex��v�t��n o� �rom d�v���er9n� a��vi�i�� that h�as an olGy� s#����, � h�r�Crocarban odor, or �� otherw�se sus�ect, sh�ll be �ons�t�e�er� �atertt��lly �et�oleu�n cantarx�ir�ated. b_ PP�W sh�ll b� I���d[ed, tested, an� disch���ed in �ccardar�ce w[th t[�e T�VR��'s a���aprl�te s#ate regt�l�tlon, PF��U�! �I��II b� #e�ted r�o I�t�r th2r� �� d�ys prt��r to �xtrac�ion, P��W s1�all, if nec�ssary, be f�eated in an appr��riat�l� six�� oilh�ater se�ar�x�r, air strippr�r or �A� can�ster�, �o�rtra�t�r s#�al� h�ve h�s testing labarato�y deterrn�ne th�# the oll��+�t�r se�ara#or tr�atad dlsck�arge Is v�i��in the IFmits estafol�shed by �E�e TNR��'s re�ul�tions �aefa�e being alto+�ed E� dischar�e (�iss��arg� k� sanit�ry sewe�'}. �on�rac#or she�l be responsEbl� ��r �umishie�g th� ef�luen# test reports to ih� �it�+. c, �1lte��ativ�ly, #he �on�ra�ar rnay dls�ao�e oF c�r�kamir�ated w�ter� after a�pro�rEate pretrea��nen�, inta tr�e sa�r�itary sew�r colfec#ia� �y�tem, It sk�a11 b� t#�e respar�si�aEEity af t�+� ��ntractor ta abtair� the �����ssary ��rrni��s} ar��# t� p�r��r�rr all t�stir�g rec�uire� �y the ��t� of �ort Wort� Pratreafiner�t �ervic�s D1vis[on. d. All tr�ated vuateE s��ll be d�schar�ad i�to a��ntractor �uppGfe�! Frac T�n1c, sai��tedF ��1Cfi �I��IyZed befOR3 daSC+l�I'�$ I�l�� t�6 S�+NeI' sySteT71. e. Th� �rad�ict that is r�covere�f s�a�l be d3spased of ir� accordar�ce wit� alC app�icable reg�la�io�s, Ar�� p�ase se#arat� ���duct reco�+e�ed frorn #f�e oil�wa#er sep�ra#�r ar�tJ �ir �tri�p�r sl�eEl i�� tr�nsp��t��l in a�cordanc� w�th D�p�r#rn�r�t o� Trans�or#afiar� rul�s �nd reg�latl�n� f�� fl�rrrm�bl� �r�r4ucks. Vlfherr transp��t�r�g �ro�Cuct for di��osa1, tF�r�sp,art�tian sh�ll als� �a p�rforr���# �y a 13�a�s��E carrier. Th� �on#r�ctor is re�ponsi#�fe for �pra��r rrr��rifeatir�g of th� mat�ria� from tE�e s�te t� Ehe waste dispos�l �2��ili�y_ �orr��l�#�� N1�n�f�st� s�all be fofurneci k� �t�a ��ty C?�parkmer�t �f �r�v�ronm�r�ta� N�an�gernent wlthi� 9� daps af sF�i�rr��r�k, pa�s5w�2 A��-28 - - PA�T D�# - ADDITI�I�AL ��'��I�L ���V�]IT���I� ��f�l.�J�[���I�l•s���lz��i#]���3 � �y �_� iL�]�'� a. ar� ar�ler �� r�aintaln saFe worEc��g cor�dit�ons, the v�p�r �oncentr�t�ans sh�u�ct �ot e�cc�ed �� perc�r�t �f the Low�r Explosi�+e �i�nit �I���). D�Gri�g c�r�structi�n, m�as��es s#�ouldl be #aken to ir�aEntain i�El. I�vels b�law �� perc�nt in all vuorkir�g aC��s, b. Ta rrrorr�#or va�a� C�vels ar�d ox�gen Cev�l� a co�nfo�stible gas ir�d����ar {��I� wtfh a �EL.J�� me#er should car�tir��aou�ly o��ca#e in tk�� worC�ir�c� �r�a. T�e ��1 sl��uld be pro}�erly �alibrate� and shauld hav� �r� �larm that �our��� if �� perc�rrt �E�, is �-eachetl, i�onit�r�r�g det� fr�rr� ��3� ��I s�o�ild be r�corded pertodi�a�ly to �etsrm€�$ i� ver�tilati�n �e otl��r rrk�th�ds are �ff��tive_ In tha a�er�t 1�c�1 I�e��th a��i safety ag�nci�s r�ulre mor� s#ring�r�t m�r�i#�rin�, the i�ca� re�+�la#i�r�s m�st be itnpferr�e�te�. R, ��A�l.���A+1�1+�T AND �'A�'h����; i��yrr�ent for E�and�ing F����. PP�1N and llap�r �o�cen��aitvn�, �btaknir�g a�� pa�f�g �or an� p�rmit� requi��d, hkrir�g th� sen��ces of a qualif�d �rof�ssion�l en�+iror�mer���1 c[�ns�l�ant(s�, �r�virar�mer�tal i�s�e�, s#o�k�aiE€ng an� all issues i�cluded a�[� ir�c9den�al to tf�is sacti�i� w�ll be fu�l �o�lap�n�ati�n �o� �I! C�{�or, e��ipmer�t, materi�ks, a�d su�e�+Fs�or�. ll+ieas�r�men# �nd I���ment f�r �F�as sec#ion wi�l f�� per Gr�ea� faot �� t�er��h ex�avated w�er� the �xcavated mat�r€a� is 1�ar���ed as a cont�mir�a�ed �ate��a�. iVo ��perat� paymei�# will be r�a�a far �ae�dli�� of c�n�smina�ad water, vapor canc�r�#�ation�, �amp]ing. s��c�cpiGr�g, �t�. D�1-3� L�ADINC, �`�N�p�R7A7`I��1, #�IJD DI�PO�AI� �F �ONTAMI#JATE€? �OIL �. �E�lERA�.; This Item t�as be�r� estafolisl��d for #�r� ��ading, #ransporEa#i�� and dispos�l of �or�#arr�in�ted s�il� ir� a�#at� of T�xas apptoved dis�osaE sike �I�.r�df�l1) t� �ar�d�e sp��ia3 �raates {�etr�leum contamR�a#ed soils}, � bid Etem F�a� beer� established �n i�� �r�posal fo� the pr�per �uadMng, transp�rta��ior� �n� dis�asal of #�re rna�er�al t� a de�igr�a�ed site and th� q��ntit�+ e�fa��€sf�ed is t�� engineer� b�st astim�t� nf tY�e q�r�ntity �h�t m�� be rerrioved_ Tt�is q�a�#i#y may v�ey dependir�g a�p�n 2��k��l �ondi�ions �r�d t�st�n� results. TI�� uni� price bld will r�ot be kncreas�d r�gard��s� �f the ac4uai amount a� r��te�ial disp��e� anc� rnay be �ke�r�a�ed if a larger volurne �f ma#e�iaa, t�ran �h�# 11ste� in the bid prop�sal, ��sulis kn a ur�lt cos# r�ductio�� #or �is�osa�. B, V1rp��TE M�IVl��s'��: An� a�rd afl t�an-h�zard��s 1a�uld �nd �e#roleu� substanc� w�sEe r�rrtiov�d frorr7 ti�� site of genefat�ori and i�r�ns}�arted for treatm�nt andlor disp�sal m�s� �e accom�ar�ie� b� a w�s�� shiprr��nt re�:ordlrrkani�est detai�ing r�c�uir�d ger��ra#�r, tran�porte€�, ��stination �r�� waste descriptio� �r�form�t�on, Tl��se resu[�s rr���r not �e �r�iform ihrou�h��ut the entire sate. �'�r a�ll �e#�oleurr� st�bst�nc� w�ste, th� was#e shiprna�tit re��rd uti�ized �ha�i �e the TiVR�� P�TR�L.�Ui�-�UB�TAhi�� VIfF��T� ���k��IIrIT oa�z�2 �A��-�� — — �����i ��l�sT�-��*��L�����3T�1��I�] � t�] ��LI►�� �Form �1�l�-���2}, �f�e �or�kr�c#ar ���ll �ae r�s�ar�sible �o� abfarnin�, �rig[n�t�r�g an� man�t��r�ing ��ar��f$s#s ir� a�cofdanr� vu�th ��der�l and s#ate laws, i h� ��ntr�ctor s#���I si�n th� r�an�Fes#s f�rms as I��i�p�nd�nt ���#���to� #o #h� �wner, AUTNORtZI�TI�CV o� ��,�r�t�r�r ��� ��r���r�� T��vs���T �ar�� ����,r��r�� r �i���s�� o� VIfA�TE� IfV ��NTIN�E�T UPON RE��IPT BY TN� Ehl�[C�L-�I� �� ��JL[.Y �Oil+tP�.�'��C� �1�C] �IGC��D �A�IIFE�7 �DI��� t#�at �re in ��reem�+�t wi�h re�a�d #o t�e t�pe a��# amoun� of vvaste r�rrxa�r�d from #ha �it� and raceived by #he #reatmen�lc�is��sal #acifwt�, The �ontra��or si��ll imrrtedia#ely resolv�r ��y manaf�st cEisc�ep�Rcies, �orrtp�eted �lian�fes#� shal� be returned t� the �ity E��p�rt�rtent of �nvi��nmenta� Managert�er�k wiki�in 9� riays of shi�om�r�t. �. 11+l�ASIJR�NI�fVi' ltND P�IYME�IT: Pa�rrnertit f�� EC�is itam shaEl be mad� per ir� �face �u�iic y��d of c�r�t�mir��t�d s�tEs that are loacfed, trar�spo�te� a�d c#isp�s�xl �f �n �n ap�rov� sp��fal d�s}�asal site, h,1a s�pa�'a#e p�yrne�t wil� �a� m��e for laa�fit�g, kransportation and da�po�al af contarnin�tet� �ra�n�i +�ata�s �o11��t��l; t��s� costs car�sEde��d s�bsidi�ry ta €�ALL�7', P�T�h�TiA�.LY PETR�L��JP�1 ��NTAIV�I�AT�D ��4TE#�1A� �In4h�D�l�l�. TC�e �ro�osed �a�t�fll sha11 he inc�uded i�r th� Gontfa�t�r's bi[� submikt�l �r�d ap�rove� by t��� �it�r of ���k Wort� Departrr�ent �� �nvir�rr�n�n#al �lfana��e1rent pri�r ko c�r�tract award, �o�trac.�tor sh�l� be responsi�l� f�r all landfiill �o�ts, fncludin�, bu� r�ok limi#�� k� I�r��if�ll �ees� transp4rta�tio� costs and �and�il! aper�tor �et�ue�#�d an�Iykic�l tes#�ng and w��#� �h�r�ct�ri�atior�, �A»�� I����{ RIPRA� { ��C�UT - FE�T�F� �'I�BRI� �. �E�I�I�AI.: �, ��r���a1 �ar�d�t'rons, �u�plam���ai �ancEiti�ns, app�icabte req�ir�ments af Div�si�n 'k -��n�ral Requlr�m��ts and i�e Narth ��rntral ��xas �au�ci! of �averr�m�nts (RV�T���} �t�r��a�d �pecifications, a�e #�er�b}� made a part of #�Gs seckivn. �, �hrs i�em s��11 gou�rn for �k�� ins�a�latiar� �# ro��s Fipfap ofi #he var{o�s si�es sh�wn �n the �rlans_ �. QE�I�fV �R17�F�IA: '� .�'i�e toe of tl�e �i�r�� revetment �haH be cn#r�nch�d in ��able cl�annel ba�toms. lt ihe c�r��n�l b�t�om €s nat sfa�le. �he c#es�gn �1�all Inc�rporate �tfner re�t�lrern�nt� r��edec� t� s#abilEz� the r�vetment fo�. �_ The c�ar�n�l si�e s�o�e sE��ll be �s show� �n #lia dr�u�t+ing�, 3. Er�g�n�er�ng fiEter fabric materk�l shaEl b� �faced und�rn�atk� fhe r�prap. 4. I�iprap sl�all exk�r�d up the #�ar�k� �o an ele�atiar� �rh�ra vegetati�n wall pr�vida adeq�,a#e prat�ction, �ea cross ���#i�ns, �. PR�DL��T: �s+o� AS�-3Q P�4F�T ��► - AI����l�hfA� �P��IAL ���iI�ITI��V� � �, RiPRAP �+1AT�RIAL: �#one #�r ripra� sha�i be dura�le a�d o� a�ui�a��� quality to i�sure parmar��n�� ir� t�� str�ct�tr�, 1t �h�ll b� �ree �rom cr�c�s. seams and o#her def�c#s tl�a� woufd �a�+� #� fncre�se deterioratior�, Rock sl�all b� reasor�a�ly welf gra��d b�twaen the follow��ng presarl�ed Jimi#s; 2��� F�Rprap � 8" Rip�ap Sieve �ize {�a�r�r� N�esh� �� Ir�ch �8 inc#-r 9 � i t� c1� 6 Ir�ch �ieve �a�e ���taar� ��si�] � B n��h '�2 anc� G i�ah 3 �n��t I�erc��t Passing �0� 8Q-$0 �4�-5� �-�0 �'�rcent �assir�a "[ 0� ��-8� 9 5�� 0-1 � �_ �1f'�AP Vti1�I�HT: Vlfi�i�ht �f �ack s�all b+� �r�e #�undred fif#� f�va paund� per s�fi�i cu�ic fao� �,r�in.} �alcu�ated feor� #�re b+��k s�a��if� gravltp {��turate� s��fa�� dry}. �. FILTEf� ��8F�1� BLAN�{El'= Ap�r�v�d lularru#acfur�r � � ` : � ' : ��1� C#: + �u�a� - Heavy �rade Bf�P �U1!) � T��vlra ��'V1�80 . Arnaco 4553 . or �a��a� Fi��vy ���d� a. ��h�� A��I���AT�; �ine a��reg�t� far �routkn� �r�tx sriaEl cor�s€�t of nat��ral s�nd.. manu�ac#ured �an�, or � comb�nati�n o# r�a���rai artd ma�ufac��rad sa��ds, Ti,e gr�ding a�� �niformiiy of the fne �g�f��a�e sl�aMl �on�orrn to t17� following re�uiremert#� as tlollvered #o #he mix�rs� �E�ve D�signaiio�3, U,�_ �tar�d�rd ��E�are �rt�sh EX���1Ti��i: 3f9 fn, (J.� m�r�) �do, 4 �4,75 mm) �o, s �2.�� mm� Nv, 'f� {1,'t8 mm) �t�, �b {6�0 urn} �o, 50 {3�0 um} f�o, � 00 �1 �� umj 9. �01�l�T�U�71�N: P�rmi�sffa�e L�mits P�rcen# �v 1N�i��E..Pas.�in� 'E 0� 9� - iQ� 84Y95 �� - 7'S �� - 6� ��-3� 2-�L} osr��� {���V3'I �l�l�`� I�� - ��L�ITI�[��4�. ����IA��. �����Tlt��� a. �I�e ���n�e� ��d� sfope and t�r� to� �xcauatGon �I�all be pnep�r�d k� #i�e require� iines and �r�d��, b. Fllk�r fa#�ric a��f riprap shall be pRaced f� s�ccessfon t� #ha r�qutr�d thi�kr�esses ar�d �ievatiar�s. F�ipr�� s#�all be hand paac�d arou��d structures to �r�ver�t da�x�age #o the str��ctures, 2. II��TALLA�I�� OF �HE FILfi�R F�4BR1� ��E�T�?CTI�Ej: 7#�e ge�texkiCe sl�all ba pla�ce� �r� the mann�� and at tF�e �oca�ions s�own �r� kh� drawin��. �t th� #ime of i�stallafro�l, t�e g�ot�xtil� sl�all be reject�d if rt has d�facf�, rips, hake�, ��aw�, d�ter��rat�on o� damage lncu���d durk��� man�facture, trar�s�ortatla� or stotage. 7'he surFace to receiv� th� geot��tHe s#�aal hac� pr�par�d ta a relativ�ly srnoath �o��l��kor� f�ee �� a�s#ru�tions, de�rassions, dabrEs, and saft or �aw densii�r p�ckefs of mste�ial. �ros�an features �uch as ril4s, g�lli�s, e��, m�s� be gra��d out of th�e surfa�e b�f�r� geatex�ile �la�err�en#, The ��ote�ctil� sha�l �� placeri v�ith th� Cor�g d�mensia� �rar}��r�cli�ua�r #o �h� c�r�t�rllne of �h� ch�nr�el and laid smaotl� and free af #ens+an, �tr�s�, falrls, wrin�Cl�sr �r �r�as��. �'he s#fiips s��al be plac�d #a pr�vi�l� a rr�inffin��rn w��#� o� 2�4-inches af t�verl�p ��r e�ch joint. T�mpor�ry p�r�ning of th� textile to I��ip h�ld it i�t {�[��e u�til t#�e roc�€ riprap Fs pl���d_ Ti�e temporary prns sk�all i�� re��ved as tfne ripFap is �laoed #� relEe�e hi�1� ter��i�e st�ess wh�cl� may �ccur durJr�g �la�er�en� o� mat�ri�! an th� ge�tex�ile. 7he spec�fi�c! p�ac�r�ren# prrrcec�ura requir�s tha�t th� �ength o# the �eot�x#�I� �e great�� #F�an the actual �I�p� leng#h, �'h� ��r�tr�c#or s��il �dJus# #he actu,�l length of the geotex#�I� u�et� ��s�d �n initi�l installati�n ��petie�7ce. The �eotex#ife s1��ll b� �r�tect�d at aCl tii�tea ciuring constr���iora #rom cor�ta�r�inat��rN �y �ur�ac� r�naff an�f any g�at�xtile �o �an#aminate� S�lBII �L' f$Cil4UB{� �l1� f��}I��$C� Wk��1 �ifi�OF�t�R71112�t$� �$0�@7��fI�, I�i'Ij� ��o#�xtile dar�rag�d d�,f�ng its ir�stallatEon or [iurRng pfac�tnent �f ri�rap s}��II b� r��fa�ed b�+ the �vnt�act�r at n� �o�k to t�e �wner, ��� w�rk s[�afl b�+ s�he�ulecf so #hat #he cov�r�n� of �E�e g�ot�xtile wit1� a la�yer af th� �pec�fierl �r��i�r�al is acc�rrrpfis��d w�tE�in s�uo�, �7) cal�n�ar days after pl�cement af the ��oxex#il�_ �ail�,�e to cvm�ly sk�all req��r� repEa�ement of �eot�xtils. Thc� ge�texk�le shall be }�rot�c#e�l �ram damag� �rio� #� and d���ng ihe �ta��ement o� tacic ri�rap. B�fore �lac�m�nt of ga�io� unFts, the �antr�ctor sh2�li d�mor�s�r2��� th�t �k�� pl�c�m�nt t�chr�Rqu� will preue�rt �arr�a+�e to k�� geotex�iEe. In r�o c�se sk�a1C ar�y type of equiprr��nt be a�low�d on �h� ��n�ro��cte� geotex#lE�. 3, RIP�� P�A��A+���`�: �t�ne #��` ri�r�� sh2�ll b� pl�ced �n #�� fi1��� fab�ic blar�k�� In �uc1� a rnann�r as to pr��#u�e a re�soflably wc�rl gradod mass �# rack v�+ith the mfn�mum �rac�ica�r[e �atc�nt�ge a# vvj�s �n� sh�ll b� cor�s�ruct�d wilh�n �l�e s�e��fied ��lera�ce ta #��� I�ne� ar+d gra��s show� nn #he drawfngs. Ther� fnt�r�t af these s�e��ficatians is to requife �lacernen# of rrpr�p #� #h� lha�#cnes� shown ��d #o allaw i�o€�t�d s#or�es �a �x�end �s mu�F� as �ix in�k�o� a�bove grade, Riprap s��l! be pl�ced tv i�s futl course t�ii�kness at o�i� apera�i�r� ��d i� �uch a�na�r�er �� t� av�Ed ciaa�[ac3r�g �E�e f�bric, The kafiger stor�es sh�ll b� w�ll �istrt�ut�d �n� tt�� en�ire rn��s of sEones i� th�ir fir�a� pasitl�ri s�aN �on��rrn �o th� �ratla�ia� spec�tied herein�efore. 7he fir��sh�d rkpr�p s�all �� fir�e frvm objec#E�nabl� �ocke#s �� smaal �t�rtes and cl�i��ers vf lar�g�r �tanes. The de5lred diS�Cil�krtion of the v�rl��s sF��s of s����s t�roughor�t tY�� �ass shall b� o��alr�e� b�r sefec#ive foadir�g af the m$t�ria� at #he q��arry or ot�er so�rce, b�+ cor��r�lled dumping of su�c�ssive I�ads d�aring f�e�al placin�, ar �y ather metl�oc3� �f placeme�rt whic� 3nrill praduce the sp��ifi�d results. ���a A����� — ���� �� - �►������r���. s������. ��r���r��r�� Ro�rr�r��ir�g �� inciivid�ta� �t�nes, fi�y r�ech�r����l equi�€ne�rt t�r t�y I�and will b� eequiFed ta the �x�er�# �e�e�sar� #a �btain � re�sonal�ly w�ll �rade� dEstri�ution a� s#on� sp�ci��ec� a�ov�. T�� �ont�����r s�all r�ai�tain �he riprap prot��tion until accepke�, Any rr�a#erial �isplac�d by �r�y cause s�afl b� r��l�ced �� his arosia� to t�re lines ar�d gracfes shovur� on th� Clrewtng�. �. �R�UT PL.f4�E�1�i�T� �r��t shall be com�os�� of cefinent, w�ter ar�d a3r-�ntrair�in� admixtur� and sarrc� mix�d in the propork'rons �f ��a�k �f p�rtlar�d ce�n��t to 3 parls �� sar�ci, s�f�ci�nt wa#er to pro�i���� a vuorka#�le mixkur�, and #I�a� amau�t o� �dmixtur� whic� wlfl entra�n suffcient �ir to pra�uc� d�ir�bae �r��t, as cEet�rmi�,ed �y the �k���k���R, ���� �ar grauting ��t�l! �c�r�form #o ti�� r��uir�rr�er�ts af �a�r��raph: FIhIE +�fi�RE�AT�, T�r� grout s#�all be mix�d in a cor���e#� r�ix�r in tha �r�a�n�r s�e�ified for conceete �xcep� that tY�e tlme of m�xing sY�all t�e �nc��ased to �hal rie�essary �o pfo�u�e a mixture h�virr� � c4r�sis#ency s�c#� �.s t� �ermit gr�vit� flow in�o tk�e ir�t�rst�cas of t�� rip�ap wikh th� h�lp of ���7�Gted spading a��i broornin�, T�e prout s�a�1 be ��sed �r� tF�� w�rk with�n a periad a� �n� ��� hour aff�r m€xir�g. �2e�empering a� �rou�d w�ll nat be permiti�d. Rip��p shail nat be grau#�cl wh�� tE�e am�ier+t tempe�atu� �s b�l�nr ��a �#�gr�e F. ar above �6 de�r��s F. u�rless a��r�ve� C�� the ��l�ih1��R in, wrttin�; nor wY��n t�e grout, wi�f�out spe�iai �r�t�c���n, is likely t� be �ubjec#�� ta freezie�g t�rnp�rakur�s bafore fi�al set rias a��urred_ T�ri�r to �routin�, aa1 surfa�es af rlprap s�all I�e wetfe�. T�e ripra� sh�a1 be �ro�ted in successiv� longitudlnal �trip�, ������cimat�ly �0 fe�t in vuir�th. �omrrt��tci�g at #h� law�st stri� an�i woric�nq �� #�a slo�a�_ �r�ut shaEt be �rou�h# #v #he plac� �f fnal s�epasit �y a��roued m��ns, an� �n r�o c��� wilC grout b� p�r€r�itted to flow on t�� ri{�rap�eti surfa�e a distan�a kn exc��s of � i� feet, Imr��di�t�ly ��ter dum�aan� t�� batch a� �rout. it s€�all be d�s�ribut�d over the s�rface �f �F�� strip by the use �F brv�r�s and tY�� gro�at w�rkad Irrt� �la�e betwsen stanes �vith suitable spad�s, tr��r�ls, �r vfbrt�t�rlg �qUG�7�t1�1��, As a fEn�l oper�t�an, ti�e gro�k �halG be r�m�v�d f�orn the �o� s�rfac�s of the upp�e s#ar�es �nd from p�cl�ets and �epr�ss€�ns €� th� ��+rfac� �� f�� s�or�e {�r�#ectior�. After c�r�plat��n of an� s#rlp �s sp�citi�d, r�o �+o�lc�an ar any load sl�all be per�i#t�d on #Y�e graut�d s�rf�� far a perio�t of at �east �� haurs. �`he ��auted ���ac� s�all b� p�o#�r�terl fr�rn ra�n, fl�wirtg waker, �r�d r�7e��a�ica! in]t�ry, �fte surfac� of �l[ �ro�ted ri}��ap shal! b� �ured !�� ke��ing th� su€face con�inuousiy wa� far a peria€i a� not le�s than � da�r�. E, {1��A�SEJR�i�1��1T A�D �P►Y�Ii�NT �_ �1�7�R FABRR�= Fil#er fabric w�fl 1�e me2�sured k�y� tk�� squar� �+a�d for ma#�ri�l �ased ir�cl�dkng �hat �o�u�rec[ a# #�es and thack�r�ed �dges of riprap. Paym�rrt far filter f�bric wiH be mad� ai the c�r�tr�ct uni� price pe� s�ua�e yaed whic3� ir�cfudes a11 p€�nt, labor, �r�ater�aM, anc� all wnstalk�ti�rn �ost� lr�Y�l���, cam�let�, �, ��`01VE F�IpF�AP: �t�r�s �roc1�} ripTap will be m�asurecf by� the ��ibic yar� �eing actual {�far� dim�r�sio�s. l�ay�t��nt far �i��a� vwill b� rttiad� a# #he ��r�#r�c� ur�3t pr��e �ar �ub�c yard �rhic� Ir�cl�sdes all pl��rt, labor, rnatertal, ar�d Jnstakla#ior� c�sts Mny �lace, cart�pl�t�. �. �R�UT: �raut f�r roci� riprap will b� meast�red foy tk�e s�uare yard usin� ac#ual �lan dirn�r�s�o�s. �a�rment �or �t�u� will b� made �# tE�� cant�act unit price per sq�ar� yaed �u���h ir�cCude� all p�an�, lab�r, matefi�l, �nd fnstalEatiar� c���� �r�-place, compf�t�_ o�v2sm� A��-�� �At�T �!� � ADD��'1����. �p����.1L ���DtT��h�� �a-�a �or������ ����a�� ��E�EFL�L. Th� �a]lawin� sl7all govarn �he furr�is�fng ar�d p��cing af �oncret� r�pr�p �s shorur� an �k�e pian� or a�s dir��ler� b� the Er�gineer, 2 I�i�1�ER�AL�; �on�r��e� for �i�r�p �Fralr �e placed €n acc�rdar�ce +u�th the da�a�ls an� #� ##�e d�rnensior�s sh�rn+n �n th$ p�ans oe �s e�tablFshe� b� t�� �ngins�r. U�f��s oth�rwise �hawn or� t�� �lar�s, canc�e#� r}pr�p sh�ll E�� re�nforced using vuir� �e l��r r��r�forcement, Th� concre#e shall b� 3�0� ��k a� �8 d�ys, �ias� �1. 1Nfre eeln�o�c�ment sE�ali be six {�) b}r �ix (�� ir�ch M�, � pEa�in �lecfric w�lctec� rai�farcing fa���ic or iks �qu�l, � mir�irr�um lap vf sfx {6� inches s�r��l �� �aa�d at �11 spli�es, A# the e��e �f the r�prap, #�e wi�� fa#�ric sh�ll r�ot b� l�ss t�ran or�e � 9��n�h. �o mor� tE�art three (�� ir�ch�s #f�m th� ��ge of ##�e co�cr��e anc� sha]E have �� wire pr�j��tin� b���nd #C�a la�t m�mb�r paraN�l #o #�� e�g� of #�e �on�ret�, R�i�for�errt�nt shal� b� sup�vrt�d p��pe�'ay �[�f�ughaut #iie placerrtent to ma�nta4n its posttion eq�ldrstanc� frar� lh� �op a�� �ok�orn s�rfacs of tha swab. If tF�e �lope� ar�d b�ttom �f �h� tr�nch ��r ��e w�l1s ara dry and r�ot �o�sal�c#a�ed �ro��ri�, th� �ngi��eer may require �h� �r�t�ra area tv be sprinkl�d, o� s�rin�l�d a�� cans�li�f�ted ba��re the conc;e#e is placed, All sur�aces s�ral� t�� ar�o�st u�rh�en concre#� is �E��e�. After ##�� �oncret� h�s be�r� pka��r�, carn�a�ted, and sfnap�d �� con#c�rm #a #he dirr�ansions sh�wr� on tl�e p€ana, and aft�r it has set suFficier�tl}� to a�+oid slumpin�, tf�e surface sY�a11 �� fi�ish�d witYt 2� wo�den f�aat t� s��ure a raaso���[y srrtoo#� e�rface. �. PA1fhA��T; P�y�ent fo� cancr�t� r�prap En plac� sh�l� b� rr��de at the u�it pr�ce �Ed fr� ##�� Pf�p�sal rt'iulti}�I��d by tf�e q�ar�fit�r of ma�erial us�d. Bid pr��� will b� full c�mpensat€on for �lacin� al1 m�ter�als, ��d for al1 l�bar. t�ols, �a�u��rn�nt, anc� �nc�d�r�tal� �ac�ssary t� cam�E�t� the waFk_ Pay�x�ent �ar al1 n���ssary �xc�va#��n �eltww natural gr��r��, �nd bot#�m or st��e of #he exca�+ated �Yr�r�ttel will be Incl��etf in kh� bid �r�c+�_ �A-4�f �ON�RETE CYL�INDEFt PIPE �4f��} �IT�'I�C,�� {�1ot Us�d� DA,4� �Qf�CRE7� pIP� FI�Tihl�S �Np �f���l�4�.� {fVot Used) D1�,43 UNCLA�SIFIED �TRE�T EX�AIl1�TI�#V �i�ot Us�tE� QA-4�L 6" ���t��RATED PIP� Sl#BDRA�IN (�lot l,lset�} qA�4v R�I�LA��NI��JT �� �°" �O�J�F�FTE �ID�WAL.KS {Nai I�sed) DA�46 RE�OMI�A�ND�D ��QU�NC� �� C�NS'�I�UCY�ON In �rder to tacili#ate firr�ely recor�stru�ti�n af t#�� �ffe�ted r���#tn+�y surf��es (subsequer�t to �+r�terls��v�r ir�staliatio�) un�I�r �l�e �ity'� road+rday ��tain#er�ance program, �t is rec�rn�nend�d o��o� ,q��-3�4 1��4F�T D►4 - �DD�T��IV�IL �P��IAL ����lTI�l�� ��a# the p�oposed water a���or sar�ita�y+ s�uver �m�rav�me�ts be condu���d ar� the projec� �tre�#� �ased �por� #�e f�ll�wir�g s�que�ce: � . ���,� �tr��t �, "B" �tre�t 9. ���.� Stfeet 4, "D" �tre�� �, '��„ ���ee� Af��r #h� work sta�k da�e h�s lae�n �stabltshed, the sel��#ed cantractor s��1M �e �q�lr�� t� submit #he E��g�nnir�g and en[�ir�g dat�s fior all w�rork �including paverr�ent r�pa�r} or� each of tY�e �rajec� stt�eet�, PJease l�e a�dvased EF�at the con�ractar ha� t�e o�atior� �f subrnitt�ng a differer�t seq�e�ce �� car��#f�ctro� tha� stat$d abo�re. �'k�e c�ntr�ctar s�a�l not be allowed #a be�+n �ro�k �but #irr�e char��s wiEl �egtn �n fhe prajec�} �ntil the �re�erred s�quan�e of car�str�cti�n �r�d tk�e st�rt �nd er�� work �ates far each ��reet h2�ve be�� subrr��t�ed to #�� �ity. DA-47' P�►��hfl�f�� REPAIR i�J P�4�t�C�IV� A�EA (�o� Us�d) DA�48 �A►S�M�NT� Jo►ND PERMIT� ��s�men�s and p$rml#�, both teir�parary ar�� permanent, E��ve be�r� s�cure�i fa� this projec� a# th�s ��Irne a�d mad� a�ark #h�reto. Ar�y e��e�ent� and�ar pe�rrti�s, b�th #ernp�rary a�d perman�nt. #hat have �o# b��� o�taine� by the time �f p�l�lic�tion shall b� s��urerl �e�ore constructi�r� s#arts. h�o tr�or� ls to be d�ne i� �feas req�irie�g e�s�ments �ncifor p�rd-r�its unt�1 #he n�c�ssar�r �as�mer���s are abt��ned, Tltie �an#ractot`s at�e�tion i� �ir�cEed to t1�� eas�mer�t de��riptian and per��� re�uGremen#s, as c�nte�ned herekn, alon� wit� ar�}+ �peci�l cor��itior�s tY�at rnay h�ve beer� ir�posed �n tF��s� easern�nts and perm��s, �l�lhere #he pipeli�� cro��a� pr€v���ly ovune� p�oparty, the eas��-n��ts and c�ns#f�ctior� ar�a� �re sho�+n �n �h�e pla�s. TI�� �as�msnt� shall be cleaned up a�ter use ��tid ��stnr�d to thei� ori�ina�l �an��tio�s or �e#��r. In th� ��e��t ad�it�nr�al wnrk ra�m or ac�e�s is r�q�,ired 6y the �ontt�ctor, it ��n2�M� be the �antractor's r�sp�r��ibilit� t� obtain wri#tei� p�rml��ion fpom #�e p�operty awners involved for the ��� of additional �roperty r�c�ui�ec�. PIO �dC�ittOl��� �ay�n�n# wili �� ��Iowe� for this Iter�, D�,49 HI�HV�JA1� R�QUIF��M�h#7� Tha T�xas D�partm�r�# of Tra�s��r#ati�►n r�quEr��e�,ts pertai��r�g ta #i�� cons#ru�fi�n of #i�is projec# are ��rc�ose� h���in ��� made p��t of t#�ese specitic�tian�. �]A-5� ��N�F�� f'� �4V�A�EME1+1� �on�re#e �rrcaserr�e�t �h�El be ��ass ��1��0 psi� co�7c�ete ar�d f�f sewar lin� encasern�nts �hali canform #� �ig. �'E�� for wa�er line �r�case�n��ts it shafl co�rfo�m t� �ig, 2A �f the Cenera! �ont�act C]�cumen#s. ��q�iferner�ts f�r s��h �n�a�ement are spe�ifl�d ir� ��c#i�ris �'�-�� and ��-�0 of the �ene�aE �ont�act Documer�ts, Payment for work s�ch �s 2�r�d mat�rfa! r�ecessary to ��ncre#e Er�c��erriert#, forrning, p1��tn�, arrd #ar�ishir�� �ncl�ding �ll Jabor, tools, eq�ip��ent corr�p�lete t�re work �ha�l be included in ##�e l�n�ar f�at price bad for aa�z�z �IS��3� ���T a� � �►���`r����� �������. ����iri�r�� D�4-�7 ��I�INECTI�N TO �7{I��'IH� ST�tU�TURE� All c�nrte�tior�s b�tw��n pr�pos��i a�t� exfstrng fac�l�ti�s, sl�aq cansiat of a wa#�rtigt�t s�al_ �oncrete used in t�� cor�nectiar� sE�all be �laas �+► {��0� p�i� c�n��et� ar�d �n�et the requif�men#s o# ��ct�on �1-�� �nd ����� of th� ��nsral �an#��ct Docur�er�#s_ �'r�o� i�� conc��t� �alac�rn�r��, � gasket, RA�+t�I�ekt or ap�rov�� �qua! sh�li be �nstall�d aroun� penetr�ting p�p�. P2�yrnent far such worl� �s connect�ng to existfng f�cfl�ties i�cluding �!I l��ot, #�ol�, ��ul�rr�ent, and r��#erfal n�ces�ar� to �ar�pl�te the v�rork sh�al be �r�c�ud�� �n the i����r foat ��ice of �he a�pr�priate pip� �ID ����. DA�-5� T'UF�B� 1�1�7ER WITH 1fAUi�T ►41VD 8�'F��S� Ih1���4LLAT���1 (i�o� lJ�adj D�4-53 �PEN F�RE LINE �NSTA�,�,�#'�[f��J� �hlo# Used) �A-54 W�IT�R �AhAPLE STATiOhI �hlot U�ed} Q�4-v5 �UI�B Ohi �ON�RETE �A1��IU7�h�T �tanda�d �p�cifi�at�or� Item ��� shsll ap{�ly except a� h�reir� mad[fied_ Ih��"��R�L �U#�8; �ntegral c�rb sha�l b� co�3siruct�d alang th� �d�e o� the p�vem�r�� as ar� knt�gral park �� t�� slab ancf of th� seme cor�crete �s the s�a#�_ Th� c�n�r�te f�r th� ��arb sha�l be �1�posi#�d �3�t rnv�a #h�a� �hi��#y (30} n�lnut�s afker the co����te in th� sl�b, �UP�RIA+IP���D �UR�: �anc��#e shaal i��ve a minrr�u�� comprassl�re s#rer�gt� of tl��x�� th��sand �3,000} po�nds �er sc�uar� ln�f� �t twenEy-eight ��8} da�+�. Th� q�ar�t�ty �f m'rxi�� wa#�r shait n�t e�c�eed �even (7j l},�, �aClans per sac� {9�# ibs,� �# Par�l��d �eme�#. Tl�� sl�m� vf th� �or�crate shalk n�t e�€c�ed th�'e� �3� in�hes. A minimurn ceme�t �ontent of five ��) sa�ks af c�t�e�rt per �ubic yard of c�ncr�#e i� �'equir�d, , P�4Y�1+1�N�`: Pa�rrie�rk s��ll k�e mad� �ar cutt€ng ar�d repl�cing curbs an�d gt�tt�r� r���€r�d �r� this Proj�c# tMnder �he a�pr�p�i�te b�d item ar�d sh�ll b� in campJ�ance wl#h Ru�lRc V�orRcs Depart�ent stanc�ar� req�ir�me�k C�em ���, D�4-£B SHDP DI�AWIi�J�� 1. �ubmwt s�ver� {7) �o�i�s of sha� draw�n�s, I�y�u�s, man�fact�rer's tEata and rnate�i�� s�he��les as may �� reguire� by �lie EngiReer far ��E� �e+�ae�r, ��bmitt�ls rr��y be ch��lcetl b�r �nd sta��ped wi�h the approval �� �E�e �antractor �r��1 id�nt��l�d as #h� �ngineer may req�i�. �uc� re�r+�w �� the �����ne�r sh�kl incfude �hecking fc�r g��e�aE �o�#armanc� �r�th tE�e dea�gn c�ncept af tfle p����c� �nd generak c�rnplian�e witlti inf�rmatr�n �iven i� th� ��ner�aE �ontra�t Do��ments, Indic�ted �cti�ri� by th� Engi�neer, which mayr r��ult fi•o�n his revi�w, st�r�ll r�ot �ons�i#�te cor��+�fl�er�ce u+ith a�y �leviatEon fta�r� tk�e pfans ar�d specwfic�#ians ur�less su�h devia�ior�s are sp�eci�ica�ly ider�tffle� �� #C�e metho�i ��scri��d b�ta�, and f�rtl�er s€�afl not r$lleve thv ��rrtract�� of �'�spanslh�rlaty for er�ars ar ornissians ir� t�e �ubmitt�c4 cfa�a. Proc�ss�d sh�� dr2wing subRn�ttals �re no� cY�a�g� �rd�ars_ 7�e �urpa�a c�f subm't�t�ls k�� #he �ar�tract�r �s t� demonstr�t� kit�t �C�e �ontr����r �ndeTstands tl�� d�sigr� coe�ce�t, and #�rat he d�tnor�s�rat�s his �rxa�,2 A��-3G ���r �� � �������r��t ������� ��i������r�� - u�,�erstar�ai�g b�r ir�dic�,#ing whic� e�ui�m�nt ar�d materi�ls he intends #o furnis� and ie�sta�l, and by de#ailir�g #h� fiai�rtc�#iorr ar�d ir�etalla��on m�#Y�od� he int�r��s #o use, I� d��+iat�ona, dlsc�e�anc€es �r ca�fli�#� bs#w�en sub��kt��l� and tl�� �esi�n draw�r��� andlor s���kf�cativns a�e di�cavarec�, eiti�et ����r ta �r aFt�r s�bmi�#als ar� �roc�ss�d, �h� desi�r� dra+�ings anci sp�cl�ications shall gov�rn. The �o�tr�c#ar shali b� r�s�onsibl� for dime���on� w�rch a�� ta �e c�r�firmed e�� caerelat�d �t tY�� job s�te, fabric�t�on processes an�i #e�1-�niq��s of �or�strict[on, �aordtna#lon �f his worl� witl� tha�� o� ather �rad�s �nd sat�sf�ckor�+ perfa�mance his �ror�c. The �on#ra�t�r sF�a1! che�1� and v�ri��+ �II rr��asurerr��r�t� a��d r��i�w s��mi#t�1s prior to bein� s��mRt#e�, �nd si�n ar �rri��al s state�x�er�# �r�c�u��d with �hc� s�,bmittal, w��ich sigr�ifies co�-npEiance with pl�ns and s��ckfiicati�r�s and dir�ensions s��t��le for �he a�p��cati�r�. Any dev�at�an fr�m #�� s�eci�ied cr€��ria �C�all be �xpressly sta�ed in wri�ing ir� #h� subrnilt�l. Thre� (�� co�ies �# #h� appraved subrr�i�tais �i�all b� re#air�ed h}r t1�e �ontra��or unt�l campl�tion vf the praj�ct a�d �reser��e� t� #he �kty rn �a�,n� form, �, ��op cirav�+��gs shall be su�mitted fa� th� falfow�r�g items prio� to i��tall�#i�n: L.ist the tequ€r�� s�ubml#tal� 1�ere A�dr�iti�na� sho� drawing r�quirem�nfs a�� descr�bad i� sarr�e of the r�aterial s�a���i�a��on�. 3, A��r�ss for �e�l�mlt�als - The s�brr�itt�[s sl�all be a�dr�ss�d to t�� �l�ief 17esa�rr En�ir��e�: Madel�r�e F2a�al�a, P,�. Ciiy �� �ort Work1� 10�0 T�r�ckmorkor� Fart Worth. T?C 761 Q� DA•57 �O�T BI�EA�C��VVN II� Ord�r #O �St�b11Sl� � basis u�Q� wi�iCh ��f�l�f }���ment� t'� ta�e �Ol�t���tar rn�y be �Uk#l�fM��d, immediat�fy aft�r ex�c�,tian �f �he c��teact t1�e �ontra�tar shall furr��sh a detalfec� cos� k�reakdowr� vf �ris c�ntr��t price �r�ae�g�d and i��mi�et� to rneet t�e ��p�oval c�f tE�e �r�gir�e�r. Dl�-�B �OI�K IJEAR PRE�SURE ��A�1L� BOUNDARIE� (i+lat Use�l� DA-�� �TAhlDARD �TFtE�T SPE�IF1�ATi0[VS F�.I�I.A.�. �1J�RL+4`�' All wor}c ir�v�Evon� pavi�� and�or clr��r��ge �hall c�nfor�n to k�� Iwo followlt�� publis�he�l specaf€cat�ar}s, exce�# �s modifie� her�in� �TA�IRAF�D �PE�[F1�,�TI�N� F�R �TR�ET I�fVD �T�RR�A DR�I�i ��h���Rk��il��! — �17Y �� FOR�' UI��F�TH �TANDARD �P��IFR�P�TI��I� FOF� PUB�[� V�1�RFC� �ON�TR�l�Ti�� f��f2TH �Eh���Ak� TE]CA� DA-B� H.I�C.�.�. MOR� THAh� 81[VCHES ���� When W.f1�.A.�. �re�ter �har� �J �r�c��es kn dep#1� is �ncoun�et€�d, ft sh�1k be replace� wi#h a ��rr�bination o� N,M,A.�. and �:�7 conct��t� bas�, �s deterrx�ined by th� En�i�ee�, #o �cY�ieve t�e �eq�fir�d thickr�e�s �� ��vement, os��o� �1��-3'� P�I�T L�A - �4D€3!�'l��,�L ��'����� ���DITI��I� l]�4,�n1 AS�F###LT DF�1IJ�INI�If REPAfR At loc�troitis wh�ere }�,fUI.A,�. driv�w�y� are encaur�ta��d, st�ch driueways shall b� �a�npl�#�I}� r��l��ed f�r tl�e f�ll! ex#�n� a# utiiit�+ cu� wikh I�,11+1,�,�. �qu�l �o �r i�et�eT tY�ar� tF�e existing drivawa�. bA-6� T�P SO�� 1Nh�re dir�cte�f �y the �ngir�eer, #op soii sha�l �� appl'red in a�ca��fanc� �+ith� th� ��ty �f �ort War#i� Tra�sport�t�c�n and Puf�l�c 1N�rks L?e�ar#me�#'s �#and�rd ����rfic�#lo�rs #or �tr��t and �t�r�r-� Dra[� �or�stru�#i��, J�em 9'4�, �x�ept as ��iI��S� A�I E3�OCF e�uip�ent, iools ar�� �ncidentals shali i�� rnclu�e�f in kh�e sq�are yard �id �rice for th� t�p s�il, DA-B3 WI�T�� 1�1�7'�R A�1d I�I�"��1� 80}C RELO�ATION AND ADJlJSTMENT Th�s rtem sha11 irtct�a�€e raisi�g or law�ring a�3 �xi�#�ng rn�#�r �o�c to th� p�rk+n��y �r�de s��c���ed No ��yrn�nt vvrl� k�� m�d� for �d�ust�n� exlstin� box+�s which are wlthlh �.0�9 �eet of s�eci�ied �aarkway �ra�e. The unit price bid sl�afl be full and s�ff�ciee�t p�y�-ne�� f�r �11 �ab�r, �n�ui�rraenk and m�teria��s �sad Ir� ti�a a���stmer�# of t€�v me#c�r b�x. �A-�4 �ID (�I.M�4�1T�'�I�� Bid quar}tit�c�� af the vari�us items in t�e propo�al are Far camparisar� o�ly and rn�� r�ot f�fle�� th� ac�W�l c�ua�#i�€es, There Es no lirnit #� whic#� a bid i��m can �e inc�ess�d or d��r���e�. �ontr�ctor s�rall not be e�t�fted to re�ega�iatior� of un�t �rices reg�rt�less o� th� ���� �n�aeufi�d quai�tities. Ta the extent #hat ��-4.� c��fkict� wi#h tP��s provis�or7, #fi��s �r��ri���r� �ontr�l�, �la �laim wiil b� �o��ider�d for I�st ar anfFc€�atod profits L�ased �pa� di#fer�nces i� �stan3�t�d q�an�€#I�s v�rs�s �c#�al qt��ntities. In part��ular, th� �or�tra���r s�ail be �w�re #�at it �s t�� �i�y'� int��#i�n t��t th� c�uantlties in Un�f I be used on an "errxerg�n�y�� hasis o�Cyr- 7ola� �uarrtit�es gfv�n in �he ba�! pr���s�l may r�at fi�f�ect a�tu�l quantt#�es; h�wev�r, �F�,�y are glver� for th� purp�se o� bidding a�d a+��rd�ng th� c�r�tract, A contra�t ir� the ama�nt of . $2�Q.��O �see Dp#lor�s t� R�new� sh�ll be award�d wwkh f�rraf pa�yfnent b��ed or� act�al �_ m�a�ured quan�ifies a�d t3�� u�i� pric� bEd in t�is p�oposal, f�hor���+�r, khe�`e is �o b� n�t kimrt on th� variatlon t�e�w��n tk�e es�imated quar�tlk�es sh�wn �r�r# actual q�a�ti�€es perFor�ned, �t i� un�l�rst�od 2�r�d 2��fee�i that �he ��a�e of work �antempl��ed in kh�s �or�#��ct is th�� u�i�i�h is des�g�rat�d hy the �i�y bit wilf in no� case �xceed ����,0�0 {s�e �ptio�s t� Renew} �ncl�idin� all cha�g�� orders. DA-S5 1JUQI�IC IN HI�FiWAY RI�HT �� WAIf Vlfher� th� �r�gin�er di�ects k#�� �ohtrac#�r to per€orm w�r�€ in the �ight-af-wa�r wF�ici� Es uRtder the jurisdictia� of th� Tex�� Departmer�t of l`ranspo�ka�ion {T�x-�3at}, the �ontractor sh�ll a�ot�Jn a�prt�v�! frorn tC�e 7�x�s Dep�i�#t�-ient o� Trarrs�or�at'ror� �rior to c�mme��iRtig ��y war�C th�r�ir�_ Ai! work �aerf�rm�d �n the Tex-D�t right-nf,�vay �ha€I I�� perforrrt�d in c�mpli�r��e wi#h �r�d �WE�]�ct to �pprovaE �rorrr th� Texas De��rtm�nt of Tr�e�sportation �r��# ft��'n E����,1 a��o� ���-�8 P�41�T ��► � �ID�ITl�E��L �PE�lrAl,. ��I�DIT���l� .���r�str�ctian �lVi#hin F�ighway RG�rt-of-1lVay" of the �er�eral �a�t�a�# Dac�mer�ks a�td Spe�Efic��ions, �ff��tE�+e Juky �, 'f97�, as a�e�detl. DA���� �F�ll�HE�] LI�11E��'�h�� {�L.EX�BASE� �r�sh��l ]Gn�est��� rec��+ired for �se as a flexik�l� I�ase �at�rEa� s�ail c�rr�orm k� �pecif��atian Itarr� �io. ��?8 of the �ka�c�ard �pe�iflcak�ons for ��re�t ae�d �torrrk E�rair� �a��tf�ctiar� �or th� �it� of For# Worth Trans��rtation ar�d Pu�l�c V�otks D�parfrr�ent. D�4�6� OPTION TO F���J�1N T�� �fty I�as the r�gh# to re�ew this cor�t�ao# Fo� t.hr�e {�} on� year #err�sl�x�er�di�ures of ��00,404 ur�dar t�re same terms. con�rtiar��, and uni# pric�s. Tfne �i�y sh�ll g�v� at �east si�c�y {6�} d��rs n��ce prE�r #o #F�o expira�ion of orie year �rorrM tk�� da#e of �x�cution vf this cantr�c� or o� �rt aption perko� or � alk� r��ti�e a# such tir�e as t��re k� kess #1��n $�Q,�00 lefit unexpe�de�1 D�4yG8 fVON��X�LU511lE ��i�TI�A�T Tl�Gs can�eac# js r�on-�xclusia�, D���itig #1�� terrr� of ta�is can#ract or ar��r renewal hereof, th� ��ty r��erv�s k�7e r1�1�t to a�ve�k�s� ar�d award ana�hef can#�act #�r like ar �i�nilar v�+of�C_ Ef a���ond �ant��ct �s �wa�d�d, th� �it� ��fr#he� r�ser�+es th� ri��rt t� �s�ue war� or�i�rs ur�der e�ther car�tract as it deerr�s in iks �es� intere�t, wi�h�ut re����rs�_ D,4�69 �OAf�R�T� II�L.LE� �IJTTE}� (N�t Used) DAy7� T�tA�FI� BiJTTC�IVS �i�ot Used} D�4µ71 �A11EhffEl�`C S�k�IP13VC {f�vt Us�d) DA•7� Fk.I�.A.C. iE�71N� Pl����DUf��S The �ontrackar i� r�qu�r�d #� ��bmit a�fx �esign �o� �ot�+ Ty�e ��8" and "�" aspha�t tl�at w�[1 b� us�d to� eac#� ��o�ec�. TF�is s�o�fc! be subit�i�ted at th� Pr���onstr�ction �on��eenc�, fil�is design sY�ail not be m�r� tha�r two (�� years o1�_ �Jpon s�abrrrit#al of ths �€es��� �r��x a O�+larshal (Proctorj uuill be �alc�al�ted, if or�e has r�ot �eer� �r�vio�,s�� ca�cufated, f�r #�� u�a �urkn� density testlna�. Fo� type °8,� as�halt a r�axirrrun� af 2�°� rap rnay be �s�d, IVa i�a}� may be used in t��� ���,� i�pon �pproval af a� �sphalt mfx des��fl �n� th� �alcu�a�ior� of t�e �lar�hal {�r�ctor) th� con#�ac#ar is �ppr�ved for plac�rnet�t o� th� asp�ait. �1�e cor�k�ac�or �h�fl conta�t t�e �it�+ La�orato��, khr�+��h the ifl�pec�or, at least �� I�a��rs i� adv�n�e of the as�halt pla�err�ent t� sch��l�le a#ec�nicl�r� to �ssis� i� tfie m�na#orin� o� the n�r�b�r af �asses by ��olle� ta �s#ablk�� a r�€Gng pat�eTn t#��t v�+ill �r�vide t�e requireci dansGties. Tfi�� eequ€red aensity for �y�e ���.� an�i for Type "D" a��phait wi11 �oe 9'k41� of t1�� caEc�Eated iVJarshal �pr�ctor�. A Tro�cler �hir� Layer �a��e v�111 �e �sed f�r all aspfra�t t�sf�n�, Afte� a roilin� pat�err� js �stal�I�she�, �arrsit��s �k��u�d �� ta�cen �� loca#ions n�t more ll�an �0� fee� apart. Th� 2k�ove r�q€�R�ement ap�lies to bot1� Ty�e ��B" ���# "�" �sp��C#. D�r�sitl�� a�t #ype "�" mus� be done befare Typ� "q�. �s�h�lt i� a��l�e�_ �a�z.�o� A� �-�9 ���� v� - �aa���'i�r��� ����i��. �����r���v� �. CEean u�a surr�undln� �rea, Do n�t leav� �xcess fll� �� �xc�v�t�d mat�ria! an th� pav��n�r�#, 8, Rerr�a�+e safety sigr�s, �arrica��le �ndlar warning de�ices after j�b is com�alet�. Paym�nt sl�all b� �x�a�ie at ��� ��ik price per �,1*. as sh�wn a� #he pr��o�al and shaA be full corr�pe��atron fo� furr�i$�ing all labar, ma�a�ials, ��uipmer�k tools ar�d i�ci�ler�tals necessary to �orn�l�t� the tn+o�k, f��4�$T ADJU�T WA�TE�t 11AL1lE B�XE�, 14�Ah�Fk�L��, AND VLl�1LTS �UTIL.. �UT� ��ntfa�tor w�fl b� res�o��'r�le for adj�st�n� w�ter va�v� boxas, rn�nh�l�s and vaui�s ta ��t�fi� n�w �av�r��nE grade. The u�`rt price bid w�ll k�e f�.�ll pa}��nent for n-ra�erials incl��fi�rg all labor, e�uipmont, ��ols ar��l inc3�l�nta�s neces�ary �o ��mpla#� �I�o work. �A�88 1�1�41lVT�N�4�S�� �OiV� {UTIL. �UTj � mafn�e��nce �or�d in tt�� arno�n� �f or�a hun�t��l par��n� {�I�p�o) of th� contra�� �rnour�# s�all i�e f+�rr�is�e� fo� � peri�d �f two �rea��� from �he dat� �f ��af acce�tance of th$ work wl�l be �ec��ir�d an this p��jec#, DA-�9 BI����C PA11EM�fVT (U�IL. �E�T� Thi� it�m sha�il in�lucie; 1_ Re�naval and s�lv��� af ��ist�ng br�c�C p�ver� for t�� purpase of selayJng, �r� �u�17 a ma�nn�r tha� na dam�g� accurs durin� har�dlin� �f th� i�rick. 2_ ��p�ly adciitianaN brick pav�rs as r�e�essary that r�eets �ize. s��p� and ��lor a# �xasting bric�C, as a�proved b� er���r�ear. 3, �U9��#�r b�� Sh�ll bB I�V�C�{� t0 �h� d�Slr�d �16V�t1Drl, as d�rec.�t�d b� Er�gine�r ar�d sh�ll �at �oe disturfo�d Gn an� w�y. 7�� rr7o��r sextf�� be�i shall �ansi�t �f: a, � part Portland �ern��l - A�T� ����, Ty�� 1 b. 714 �art l�ytlr���d lime by volum� � f��T� ��OT, Type � c_ 3}��rts d��np sand 4��Ti�+1 ���4� {#or I��gh��and rr��rtar, �rad��ion i�� ac�or�f�r�ce with ad�fitl+re rna��f�c#urer's rec�ix�mer�da�ior�) d, A�d w�#er to �btafn stiff rnix - vwater sh�l� be potabl� qua�i�y T�� dry �oint fill�r s�a�l cor�sis# of: �, �i �art Portland c��nent - A�TM ����, �y�� 1 b, � g�rts cf�y s��ti - AST�lJ �-144 c, C?o r�ot �d� w�#er Hi�h b�nd m��tar r�k�c shall consi�t �f; a, '� sa�f� Porklancf carnen� �-A�'i"11A �1��, i'�p� � o�z�2 �1��-�4 -- PA�I�T DJ�1-1�DD1�`N�IV�IL �l������.. ���'D1T���� b. �� po��d� worl���iE�ty� a�ditive _"��� N1��le D�st by �rr�co St�ek �orp,, P���a Quarries, or U�e �oiomrte Limes�vr�e b� U.�. Li�n� Di�isior� of Flin#�cote �orp,, ar Micro Fill fV�.�� hy P�r� �#or�e �o., of il�arb�e �ails. ��xas. c. �'I f� cuhic feet of sand -��T11� �-��44 d. 4 g�ijor�� of ha�1� �and ad�ifive -�a�ab�r�c� Liquid N1o�tar Ad�i�kv� by �h� Dow �I�emical �o, e. N1ix 'witt� water in ac�ar�i�r�c� +n�ith HI�� Bor�d Additiva manu�acture�'s �eco�nment�ati�r�s ��ncret� surfa�e� �o receive pavers shalk i�e dr�+. c1$�n fe� af �ily ar waxy #IEms and firm a��d level. P�v�rs witfit ci�ip�. c�a�i�s, or voids shail r�of �� �rsed, Th� settir�g �ed rni�c#�r� sh�afl be spfead and sc��er�ed to ����e pl�ne ar�� shali be limit�d to t��# ar�au�� #I�ak �a� be �av���d v��#� �av�rs b��o�e kniki�l set_ D�1-9� L1ME ��`11BIL.[��D SU��l�Ab� (UTIL. �1�7� Upon tE�e dir��t��� �f tE�� �ngir�e�r, tr� �ontra�t�r sl�all �ro�+lde a I�me stebi�i�ed �ubg�ade or base �rr cor�forrrEanc� with ���cl�lcat��n Itern� �1� and ��� of ihe �kt�r af Fork Worth's Transp�rta��on a�d �u�iic U�orlcs Depar#ment's ���nda�d �pecwfic�tio�s #�r �#r�e# ar�d �torrr� Dra�r�a�e ��nstru�ti�n. Uniess ot�erwisc� dlrected by #h� �r��ineer, I1k71� Sil��k bE] ��]p11�C1 �� ��"k� mir���x�um ra�e �f fo�� �a�nd� (��� p�r sq�a�� yard p�r inch depth. F�a�rment shall be �r�ade by t�e s�u�re y�rd at �he ur�it price bid for the �tia�ti#y� measu�e�i Cn �lac� a�d s3�aEl i��l�d� �il I�b�r, �c�uipm�nt. rn�t�rial, a�rd inciden#als r�ec�ssary #a �atisf�c#orii}r comple#e �he pr��ec�. !Vo p��mer�t ���31 k�e rrtad� f�r #ho ��dr�ted Mime as �t sl��ll be cansider�� s�absidiary ta t�e bid �r�� far kime stak��il�atao:r+, DA-�9 �EMENT STABI����D S#JS�RAD� ��Tit. �UTj A# #h� directi�r� of t�e �r�g�n�e�, tk�e �ar�kractor s#�all stabili�� the s�Eb�ra�ie ar bass material with I�ortla�d ��m�nt in ��r�formance �vith �pe��fi�ation I#er� �14, P�r�lar�d ��rnent �reatmer�t, In the �tandar� �pecifEc�#ians �of �treet �e�d St�rrr� De�in �on�tru��ion of tF�s �tty �f Fork �l�rth, T�xas irans}�ort�tion ar�d Pu�lic 1No�k� D�partme�t_ Ur�iess direct�d t�th�rwiae b}� ihe Engir��er. �erraer�t �hall h� ap�ti�ti �t � minimum ra#e of fiv� paunds ���} per �q�are yard per incY� of d��th. 1�A�9� REPAIR �F ��fOFtl� DRl�lll�k �'fRU�Ti�RE� (l�`I'IL. ��JT} Th�s pa� itern shall a�p�y to aEl s#or�r� �ra�n str�ctur�s s��h as ir�lets, m�nh�les. ��adw�lls, ar at�e� facRl�ties w}-ricl�, In #he apinEon �# the �r��ineer r��uir� re�aif, Th� �or�#factor sE�aU �ema�+� and r�}a�ace #h� tops of �xistin� �iraiflage �truc�uf�s ar�d � portio� of th� w�1ks o� tk�a stfu�ku�� �� directed by k1�e �r���ne�r, The �+�r#i�a�i r��nf�tcing stesl bars ir� #Y�e v4r��l� s�alf be cl�aned �f a�y c�ncr�t� o� �Irk and �x�o�e�t � min�m�am of �var�elve (��� i��h��. �lew skeel �i�ail be ��ed In t�� rec�n�#ructi�n o� th� w��ls and to�- �� ��y�x�ent sha�l �e �ade f�r manh�ole fra3n�s, lids, sta�s and o�he� m�sc�llaneaus ftems a# c�ns#ru�#�arr. as th�� �hali �e aonsrdered s�+bsi�Eary to the un## prica �id f�r Re�air af S�arrn Dfain �tr�ctt�r�s, k�nkes� dire�t�d �th�rwis� by �h� E��gin�ee, th� exist�ng rn�nhole ��'�m�s, �ids, �r�ti other misceil�neaus items may be r�u�ed. oar��ro2 A��-�� - - — �'Ai�T DA - l�►�3D�T1���L �PE�l�4� ���I��T��ly� � 1lVh�nev�r t�� i�pro+rem�nts pres�ribed �� �n �ndtvi�uaR W�r�C �r-der ha+r� b�en c�rr-�pl�tsd, t�re �an��ac�a� �hall rra�ify tho En�in��r, Th� �n��n��r or o#�e� ap�r�}�r�ate �t#icial of ti�e �wn�r w�ll, wi#�in � re�s��abf� t�m�, p�rForrr� �E7� insQ�ct�vns. If sucf� �ns���#ror� rev�als tha# kh� impr�vements are fn an accep#�bl� condi#€orr �r�d #�ave be�n com�let�d in a�c;ordar��� vuit�r the terms of the ��niract E��cument� an�f �tl approv�d rr�odific�tEon� #h�er�+of, tF�� �r�ginaar wfll r�comm��d accept�nce af ##�e wark ur�tler that pa�kic�rlar 1NarEc �rder and recarrrmend pa�yrrt�n# ther�f�re, �f tf7e �ng�n�;er �nds thai tt�� wo��C has �o� h�en corn�etec� as ���uired, �e shall so ad+rise th� �ont�-actor ir� wr��kn�, furnF�h�r�g Y�im an �ternlzed ia�t of a1l �Cnown Items which I��ve r�of b�er� c�mpiete� or which �re n�# irt �n accept�bl� c�nditiarr. V�IFren ##�� �on�ra�#or �as c�rre�t�c[ all su�� it�ms, f�� �#�aif ag�in natif}� tl7� Englr�eer �f7at ti7� im�ravem�r�ts ar� re�dy for ir�sp�ec#i�n, a�icf t#�� �ng€tt�er sF��fl p�•oceed as o��l�net� ak�ove. Wl�enev�r the im�roverr��n�s pr�scr�t�ed by �ha ir�div�d+��R 1+Voek ��der have �en compke#�d and alf r�qufremen#s af the ��r�tra�# �}o�uments have be�r� f�l�il�e�i �n the �art �� t�� �vnfra�t�r, art es#�mate ai�ow�r�g the val�� o� �E�e w�rk �+ill b�e prepare�i b� the �n�lr�eer as so�n as 1��� �ecessary r�easur�r�er�ts, co�r�putat�ons. ant� checics �ar� be mad�. The amount �fi �F�� ��#irrrate will �� paid #o tha �on�ra�tar after ac���ta�c� by �h� 3lVa#�r �epar�mertt Directar, pro�i�ied the ��nteackor h�s furn�sheci to the Owner satisfa�tory evidenca �f p2�yirrent �� follows: P�or to submissi�n of kh� es#irn2��e ��r }���+rn2r�t, ti7e ��ntra�t�r sh�ll ex�cuf� an affiidavitF �S �LJFF13Sil�� �� t�$ C.C�]f, cer�rf�r�n� �E��t �II ���s�r�s, firms, �s�o���tions, corp�rat�ans, �r other vrganizat�o�s furt�i�hir�g I�bo� andl�r mat�rials under tha# �ark �rcier k�2�ve #�een pa�t# in fu�l, lh�t �he v�age �cafo �s����isl��d �y #J�e �ity �aun�il irr the �ity of �ort 1Nor#h l�as �een pa��l. �nd th�t tM��e are +�o cl�irr7s p�ndRr�� for pers�nal �n�ur� andlar pra���Ey tfamages, The ��cept�r�c� by the ��r�tr��t�r �# the individual p��mer�t a� a#oresa�d sh�fl ap�rate as and sf�alf r�ie��� the Ou+�er #rorn ali �la€ms ar �I��,fi�ia� t�ndar tl�e ��r�tra�t far a��t�ir�� dan� ar #�mis��d o� re�a�in� to t#�� worrk undef #h�� 1N�r�c �Td�r or �ny ac� �r negle�� c�f s�ld �G#y rel�tir�g t� or ca�ne�ted �+i�f7 the �ont�`��f. TE�e m�kfng of #�� ��yrrr�nt by the �wn�r sf�all nat r�li�ve the �or�trac�ar o� any guaran#e�s �r �#h�r req�,�remen#s of the �or�trac# p��umar�ts whic#� sp�cificall� �or�tin�ae #i�areafter. �#�d�r's init��ls [}A��-8� QEFiOL�� �14����. �}LT.� The ��nt�actar e�c.��+a#�� for ��Es#ir�g w��er �n��ar s�nitary �ew�r mafn as d�ta�led �� wor�C ���fer ��g�ther wi#� � sketc.�. T[�e koca�i�€� and dimer�sions �hown on tF�� pl�r�� relativ� to �tl��r �xis#in� u���itaes afe� b2���# ar� t�� bes# €nform2�tian aveil�bl�. Orr�ls�i�h f�om, oe tl�� In��usfon of u�ili#y foc2�tions �r� t�e P�ans is not to be c��sidere�t as tha nar�exas�e�n�e of, o� � d�fir��f� laca#ian of� �x€�#ing ue�dergr�und utiiiki��. Ik shall be tC�� Con#racio�s r�sportslt��f�ty #o VB�k�j� locatian� of adjacen# an�#�ar c�n�fi�#�ng u���ll�es �uf#�cRently Ir� a�lv��ce �# cor�s�rucfi�rr� €r� orrler that he mey neg�ti��� suci� I�cal �dlustrn��ts as neces�ary in th� dehole pr�c�ss #a p�ovrd� adeqt��te �Eearar�ce�. The ��nfract�e s�alf #�Ece a�l ne��ssary pr�cau�ions �r� t�rd��` #o protect all s�nrices ertcourr#ere�_ A�y dama�e to �tili#ies r�sulting frain the �ontra����s ap�rati�ns, �hall f�e rest�r�d at his �xper�s�_ r�r��� 1����$ � _ -� — P�4F�T �� � A�DITI�IVA�. �P��I�1�. ���lD�TM��I� Pa�m�nt �ar work st�c� a� bacEcflkl anci 21I1 ���"IBf �SS��I�k�{� ��7�Ui`�$1'3�1'1tS req��r�d, sh�f1 be inc�ud�d kn the �ric� of the �pprop�iax� bld lte�n. DA-'�OU �0[�ST#�l]C`�IDN �46fI��ATION� �MI��. �}(T.� TY�e �o�tractor s#�a11 haae n� rr��r� ti�ar� #hre� (3) lo�atiar�s �n�er car�str�a�tion �t �ny �ne �ime, ur�le�s approv�l I�� t1�� Er��ineer has beer� gr�i�ked in w�k#ar�g. �A-"�0'I �RE��UFtE �4��ANINCx AND 7��TIIJ� �lUII��. ��{T.} �are �hall f�e #aken #o l�eep �li �+ater ext���Goras c�e�r� and fr�e f�orrf forei�n ab��c#s, �h��r�nated 1��r�� �hala be �la�ed ir� ih� fi��t ��€nt af pip� �f #Y�e exterision and up�n cornple�i�� af the pipe Ea�in�. +�at�r sl��i1 ba int�oduc��l �lowly f�� st���lf�ati�r�, �fter w�t�ch �he exte�s��n s�a11 be thoroughi�r fl��h�d ua�th cl�an wate�_ Risers �haU be Grrstalle�, �s dire��ed by the �r�gineer, far fl�shin� and �or provEding s��ple points for �acteria te�sts, �he water main ex#e�sfons �f the proje�t shaEl be t�st�� ��r+�er r�orrna� lin� �ress�r� anc� ae��r �ea�s abserv�d st�a11 be immediateGy r�}aaired. E��4��iQ2 �I� QLIANTi�I�S {Nx1s�. �]{�`.� �id qu�r��itie� of #�e va�io�s i�ems in #h� prapo��l are for carrrparrsor� or�ly an# may r��# reflect #h� a��ual ��aan�tties. Tfi�ere ks n� Ilmit t� uvC�icF� a bi� it�rr� can be incr�as�d or �iea��a��d. �antra�tor al�al� n�# be en�i#leci to r�n�go�iat€an of ur�it pr{c�� re�aedl��s of ti�� #Gnal m�asured q�,��rtkties_ To t13� �xtent t�at �4-�.3 con#iicts u�ith #his provis��n, tC�is prav�siar� ��r�tr�Es. IVo crairn w�E� �� �o��si�i�red For los� �r �nticip�#�d �r�'fi#s ��sed upar� dif�eren��s in estimat�ri qua�rtGkies versus act�al quan#�ties_ DA-103 D�7�Rfi11tfiiAf ION AND IiVNTIA�I�f� OF W�RFt ��I114��. ��CT.� �'h� Engi���e si��M1 ��termar�e artd �te�i�n�#� �o #he �ontra�t�r t�e lacation �f fhe s�rvlc� majr� requFrin� ex#ension b�r a V�fork �r��r toge��er wit� a ske�c� �or ea�l� �ucl� ex#er�s�on, givir�g t#�� lifnits, size 2�ntl tl�e n2��ur� �f wo�€� r`e��ired, �ingi� or sever�G woric �rders €t��y b� is�ued at one time_ Tl�e �oe�tra�k�r s1�a11 ���i#ia�s wo�1c or� an �x�ensia� within 5 w�r�cin� c�a�s aft�r r�c�ap# a� #he wot� order, ar�d car�#��u� v��rk on the extens�on un#i1 it has bee� ��r�pletedr r�o� it�clu�ing pavwr��, !f the main �x��ns�ar� work load lr�cr��se� in �rolti�i�e wY�er�ir� #he �on����t�r has �r�are tl�an 'i0 warkie�g �a�s w�ric o� han�l, he �rrtl� be rec�ui��d t� edd the n�cessary work crew� to �educe th� warlc t�ac� to a rnaximurn af �� u�+orkin� �iays. 1Nater m�in ex#ensEorts �1�all �� laid a mi�imu�n o� 4 fea� bekow th� top of th� �d�acer�t �urb. #� th� to� o� xh� }�tp�. �A�'IQ4 L�FE C}� ��N7RAC7 (M���. EXT.} I# i� contempla�ad ti�at V�ork ���e�s �riE] be �ssu�� ta the �or�tractar f�r �var� to be ��rf�rm�d u�€�er t1�i� �ontract for not #o exceed ��5 calandar cfays �o1lowir�g t�e dat� of the �on��act �ar lo �xce�d the iamit af tho b�� �rice, v�rhicF�eve� �h��l� ocaur �krs�, T��e �antractor s�all be rsquired k� cornplat� ��y w�rl� c�►��red b� a 1+Vork C�rdef is�ued pr�or �o tC�at c�ate of termae���+�� ��� A�S���9 � � �'�►F�� D� - J��D�T��hIAL ��'E��A�. ���lDli"��h�� - - E�u� vwil� nat i�e req�rired �� acc��t arty w���C afder far �xec�tR�r� date�f af�er khat date �f terr��nat�on, �f �h� cost �f #i�� wor�c perfafr�e� �rr�d�r th�� ��r�tr�c� �s Ce�� tl�ar� tF�e I�mtt of the t�i�! price at #h� en� of #he 3�� �a�e�c�ar d�y p�eiod, a� #he �it�'s ap#ior� and the �ontracto�'� ��ncur�ence. �he Peoj�c� me�r f�e ext�n�ed ta t�r� I�rnit of ##�e bid p�Jce. D�4�'��� ���'���lII�JA�'��N Ah#D INIT�ATI�I� OF WOF�IC �Nf���. F��P�-j 7he �n��r�e�r s�all �f�tefmine and �esEgna�� #o #�e �or�tra�tor fFre l�ca�ior� �f �h� servf�e �r��i��s r�q�irir�g re�fa�ement by a UVo�k �eder ���e#i��r wi�h a ske�c� far each �ucl� tepJ�c�rrrer�t, givi�� �I�� .IiRrrl�s, s�ze a�n� #i�e r�a#ure �f work r��uFreci_ Srngle �r sev�ra� work �rd�rs may b� rs��a�d at on� time, �he ��ntra�#�r st�ali �ni#�a#e work an a r�pl�c�ment v�+ith�� 5 w�r��n� days aF�er rec�ipf �� tl�e w�rk order, �nd cont�nue w�r�C an t�e re�Na�er�ent �r�t�l at ha� �e�n carr�pl�tetl, nof Ir�clu�iin� pavir��, I� th� rnain re�Ea��rx�et�� v�rar�c I�ad �ncreases �n volurne w#�ereEn Eh� ��r�tr���or �as m�r� th�n �{} caC�n[�ar �iays �vo�#� an �rai�d, #�e wril be r��uir�t� �a atld th� R��c�ss�ry work �rews tv r�duce t�� wo� laad t� a r�aximur� af 2� �a��n�ar day�, DA�'106 W�R�C �FtbF�t ��NlpLE�l��l T�II�E {Iw!l�C. F��p�.) �Frc�uld the �or��r�ctor fail to �om�l��� ar� �nd�vidual woric ord�r �n #Me giv�r� a�nour�t �� ca���d�r d�ys as s�ecifi�d �n �a�h irrdivid�,ai warEc �rd�r, liquidate�! damag� charges as pres�eil��c� i�� fiart �-��r�eral �onditions �7-7,1� �frn� �f �o�pl�t��n wil� b� subtracted from t#�� frna� pay estim�t� of that �O�rt�c�lar work ard�r, 7he �st�mated amo�nt f�r ea�l3 �artEcu�ar work �rder w�ll be �se� ��r ����Trr�ir�in� tt�� arrr�ur�t �f damag�s charged �e� calendar da� of �tme exc��drn� �he spec�fia�f �mour�t, T�r� first #wo parac�ra�l�s of ��,r� � - �e�rera! �ar�dltiar�s �7-7,'f�3 �'ime �f �orr��fetion �hall be replac�d witi� #ha fo�fowing: Tf�e time �f cvmpl�tiar� of �a�i� individ�al wo��€ or�ter in a� esse�iial elem�nt of th�s �o�attact. �ach +nrr�rk o�der issued wiia have the rna�cim�m alG�we� nt��r���r of �aa�ndar ���� allov��d far t�ie compfetior� o� �C�at sp�cific wo�Et. �he r�u�'rf�2r afi c�lend�r days sp�cffisd will be cal�ulake[1 �s f�!lows: Tt�� tatal �s#�mated �os# �o� #�e s�ecifEc work orc�er dlvl��d by �DO� (ra�r�d��l up} +�o d�ys = N�ml�er o# �al�rrdar �a�rs �Il�vue�! f�r �or�s#ruction of Indkvidual 1Norf� Drtler, D�-�#U7 MOVE �N �HAR�E� �I�'IIS�. �t��L.} Wh��� �n+a��r �r�d se��ver� w�f�C ar� r�q�ir�d onfy the water move i� fee v+�'rll be ��id, �t n� #i{ne wil� botl� fee� � paid f�r �€�e sp�c�fJc la��ti�ri. oer��z J ASC��� r��� - —_ �� � i �— � ������ � ,.,^ PM� �67' ��O�p��} , � 5 � 5 55 � � �t' S55 ti7' � I ��JI � . 1 T s}.�� li L � � # i � �i 4a �.�u ,� � � u - . \ ,,� PI�lfS ��� , - :��� +,� �MS �88 (B�uc} + . ; �� .. 0" -+' ► - � � r ��' � • ' � ! Y �11 + +��1 1r yl �+ � � ��11 � �� r ' r � ► 5 5 ;�a t � h 1 1 4 •; � � � � J f f # ��� 7 � � � � r _ l � r ti 'f 5 1 1 / J ■ i � f 1 � �� � �5 l " 1 1 r i 1 i � ` �7s��li � I � � �� � � � � y � � I � � ��� ���r ' 1� �" � � 1 �� � �� �.� . � � 1 I Q � � ` I � � �11 � ����� ����� �" � �' � �� ��1�8��G ������� ���� F[�.�r� �� .. �r= }., y= :�� _ ;.�-�= ..�� ���� �or���r€:-=�>y�::�`�n ''-� C ��� � .,.�+:' ��ug . T`' } `+ `i; �i.'� � %�"f,��-' ��`' i F NOTE; ��arin� J1re�� �h�wr� a�� b�sed �n l�� �.S.T.G test �s�s�ure and ��00 P.�•�• �ol� �earing val�e. y , �, �� a �� � ��� O �`�r ��' � + � �4 �y"� O� ? 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T- - _-. ��'±•+';� - . �' �� � . i..� i � �.��.� ��• r�� �r�� �..���:s�#� �+s+�.� etx�r�e�fa� �o � dr �� ��rr p+.��d ��r x� �frt��ic �!F'b�� ����ei�r �"rr,�ri.��,�, 1-1-7� ���:���� ��:� �� ��!'• �' �f� � �� 1 � �� � � —�� o�` [�n�r��� i`o�+�� �er�e�, ��' � ��lo..► �*.�.��h �ri�r # �� #�p�.�►r . ������ ��� �������� ������� �'�'��+r�+:; �'��U�';� �����"�#� #.�i�r�r� �1-l�� #�la��eri�l � �2-1�+ Construct �nn ���� � ����+i��L.��r���v� ��u���� �����T��r��r� c��r�r �� �o��rw�o��r� ��r�����. ��-�� ��� ������u�r���r ����} ���������T���v� ��� l[��LUDED F����II� � "��. � � �' I � -�- �. � � � f � � � I I - _ _ — I ' — I - _ i �t� � - � �1 � - . � � � , � ■ �i . I _ � I� ' _ � �J `_ � � ■ I I _- i i � � _' '_ a � � 1- � �� � , - , .:� _ � � � -- ' I i . � � � � k � 1i _ � I �I I � I � L L �P��i�►L �PE�IF»�4����1� I � I - � � I � � - � � � I I I - � � _ �_ � _ � � � _ � � � � iA��� OF' C�F�i�FVT� , Special Specifications Divisfon 02 — Site Work o22a0 -- Earthwork 02222 — Structura! Excavaiing, Baakfiiling and Compaating 0�265 -- Geotextiie -- Soil Stabiliza#ian 02831 - Chain LinEc Fenoes and Gates Division Q3 -- Concrete O�10Q — Cancrete �ormwork 03200 — Concrete Reinforcement 03��0 — Cast-�n-Place Concrete 03600 — Grout Di�ision D4 — Masanry 0�4065 — Masonry Mortar and Groui 0482� — Reinforced Unit Masonry Rssemblies ' Division 05 — Metals . a512� — Structural Sieel � a5�Q0 — Miscellar�eous Metal Fabricatians Ob50i — Anchar Bo[ts, Expansion Anchars and Concrete Inserts , a5530 -- Gratings and Floor Plates � �i�ision 08 — Dnor.s and Vllindows , 48� 12 -� Standard Steel Doors a�d ��ames . - Division � 1- Eauipment 1 i 31 B— Submersible Sewage Pumps I , C}ivisian 15 — hlfechanical ��043- Leakage Test of.Hydraulie Structures I Divisian 16 - EfectrEcal � 'f 600D — General Pro�isions i 6110 — Raceways, Boxes, Fittings & Supports 161 �a — Wires and Cables 16� 91 -- Misc�llaneous Equipment 16230 — Standby Generatar Set ' 16470 — Panef board °� � 6480 — 480-Volt Mntor Control Centers 16660 — Grounding System � �� S�CiION 02200 �RRiHWORK PART 1-� G�NERA� 1.'I SCOP� O�' WORf� A. ��t� �arthwo�k consisfs afi operatiarts required for excavation, nonoexpansiv� earth fll, s�ructure �ackfill at�d ger�eral �a�h fill, as may be required d�rin� d�veloprn�t�t of th� �ra;ec#. i"h� term "embar�kmen�' as used in this sec�ion r�fiers �� ti�e comp�cted �arth fil� required for structUre pads, ro�dwr�y eml�ankment fiff and miscellaneous relatec� fill, �'he "subgrade" ref�rs to th� sur�ac� of #F�e cl�ared and stripp�d ar�as �h�t are designat�d to recei�e �r1i, roadways flr strucfi�res. B, Yhe �ONYRACTO�t shall inform and satis�y himself as to ii�e cha�acter, quanti�y and di�tribu�ion of material to h� �xcauateaE. 4.2 WORKA�F�CTINC FJCISiING UTI�ITS�S A. Abn�� or bel�w gr�de uti�ities which are fio remain s�all be prot�cted by t�e GQMTFtAGTOR, �xi�#ing utilities shali not be ta�en oUt of senrice wi�h�ut specific writi�n authori�afion by the C3WNER. 1.3 PROTECif�N A. �rote�t trees, shrubs, lawns and ofher features �emaining as �art o€ the fin�! landscaping. �. Protect b��chmarfcs, �xtstin� strt�ctur�s (nat beirtg remov�d), �Fences, roads and �aving. C. Noiify the �NGIN��R of unexpect�d subsur�ace c�nditions, �. Where damag� could result from continuing work, discontinue worf� in ar�a �ni�l ENCIiV�EFt notifies CQNTRACiO�i of the required modi�ca�ions, PARi�-PRODUCTS 2.7 EQUI�'M�Ni A. CON'�RA�T�� shall furrtish, oper�t� and maint�in all equipm�n� r�q�ired �o complete �his projec#, including, but rtat limited to, the following: �. Crading Equipm�nt: �quipment necessary tv produce urrifarm �ayers, sections ar�d smQothn�ss o# g�ade for comQaction and drainage. C&� 020330s010 0220� -1 2002 �arthworic C. Miscellaneous �quipment: Scari�ers, disks, spring iooth or spike #oo�h h��rows, earkh hauiing equipment and o�her equipment suitabl� for r�mova� of mai�rial from ex�avatiar�s and �vr #he cnnstr�ctior� af �ilEs, 2.2 TOPSOI� A. Source, iopsoii is to b� obtain�d from excavation and fill areas. Strip and stocfcpile the to� six (6) inches of materiai from such areas. PART 3 � �X�CUTIO�V 3.1 Ci�LARING, CRU�BING AN� SiRIPPlNG R. AI! ��eas to be excavated or to r�e�irre €ar�h fil�, roadways, struatures or oth�r sucf� facilities, shall 6e cfeared, �r�bb�d and stripped priar #o excavatsan and subgra�e preparation. . �. Glearing a�d grubb�ng shal� consist af the removat af all trees, lar�ge �egetatian, abandoned structures, and de�ris, including all roots � ir�ch ar larger in diameter, ta a mir�imum dep�ih vf eighte�n (1�) irtches below �he �roposec� subgrad� level for areas fio be plant�d, sadded ar surfaced and fio a dept� of fiwe�ty fia�r (2�) ir�ct�es below �nished gra�e ir� areas to �e co�ered by a building or struc�ur�. -� C. Sir�pping �hall con�is4 of the removal of all topsoil, roots, �eget�tton and rubbisl� not r�mav€d lay 4h� cleari�g and grubbing a��ration. Addi#ianally, any o#her unsatisf�ctory material shall be r�moved from the subgrade area of �uture Co�mpacted f�Ns or �mb�r�k�n�nts, �nd �rom the surfiaces ur�derrti�ath th� f�ture roadways or �ther �tr�ctu�e�. ih� siripped areas shali be observed ia �et�rmine if �dditionaf �x�avatian is r�quired to remove weak or ath�rwise �nsuiiable mate�ials �i��t would adversely afFect the �ifl plac�ment. D. Dispase af remav�d abstruction� and de�iris off-site in accorc{ar�ce with S�ct�or� 01a01. 3.2 SU�GRA�� PR��ARAiION A. ihe subgrade si�al! be firm and abJe to support the canstru�tion equipment without displacemenfi. Soft ar yielding subgrad� shall be cprr�cted and m�de stable before canstructior� pracF:eds. T'he su�grade shall be proo�F raEled to detect soft spots, which if exist, shall be reworked, Proaf rofling shaii be p�rformed using a heavy pneumafiic fiir�d ro1ler, load�d dump trc�c�C vr simiiar �quipment wefghing �pproximately 25 tor�s. The proof rolling operations will be observed by the pro�ect geotechnica� �r�gineer. The sides �f stump i�ales or other similar caviti�s ar depress�cans shall b� b�aken down to ffatten #{�e sl�pes (na ste�per ti�a� 5 hari�QntaS to 1 vertical), with the sides o� th� cu4s or hales being scar�ed to provid� bor�d b�f►nreen the founc�ation soils and the emba�r�cment f ii. �acn dr�pression er hale shall be filled wi#h the sam� type ofi maferial w�ich is io be pl�ced immediat�ly �bove #h� fo��dation soil. c�s o�a�3n.o� a az2ao - 2 2002 Earthwark �.. Exisfin� hilksides or siopes which wi11 r�ceive �ill shafl be loosen�d by scarifyir�g or pinwing ta a depth a� noi less than 8 inches. Th� fill material shail �e b'e�cl�ed intn fihe exisiing slope in s�ch a mar�ner as to �rovide adeqt�ate bonding b�tw��n the fill and slape, as well �s to alf�w the �II to be placed in essentially horizorrtal Iifts. C. Prior to plac�men� ag compacted fill in any s��t'son of the �mbanF�ment, after depr�ssions and ha��s hav� been fillecf, ih� �oundafian o� such s�c�ions shail b� compac��d ta fi�� same d�nsi�y and moisiure requir�mer�t �s the emban�m�ni. �. I� a�eas of �h� subgrad� which are too soft, wefi �r ath�rwis� ur�sfiable ta allow embat��Crrienfi construciian to b�gin, the us� of plafiing and1�� platin� in c�mbination wi�l� a geogrfd may be r��uired. � E. Yhe fir�ffic of h���y ��uipment, including heavy comp�ction equipm�nf, may � � �reat� pumpir�g and general�'deterioration of the shallower �lay soils. ih�r�fore, it shall b�: �r�ticipa�ed tha� some cortstruction difficulties wil! be encount�red " .- d�ring p�riods when these soils are saturat�d. T'h� clayey, sandy and silfy sails � � may ha�e to be exc�vated, mix�il,�'dried an� r�pfac�d. At tim�s, �xcavafing and '` replacing with selecied solis, #he use of lime or cem�nt treatment, or th� �se �# geosynth�tic� may I�� ��quir��I b�fore an adequ�#e subgr�de can be ac�iev�d: 3.3 PL►�CEN� O� MRi�RIAL R: �mbar€kment m�fe�'ials s�all �f�� pfaaed t�n a prop�riy preparec� subgrade as=� recommended abo�e. Th� eombine� excavatian, placing �nd spreading o�erafi�n sh�l� �e done in such a manner io obiain �lending of mafieri�l, and ta provide th�i fhe maf�rials, wh�en compacfed in the emban[cm�nf, wil! h�v� the m�sf pr�cticable degree ofi campaction and �tahi[ity. Mafierials excauat�d �rom �u# secfions and haul�ci to canstruct �I�s must be mixed and not s�gregat�d. - �ands and clayey s��ds shall be blr�nd�d with sandy clays and clays, �ather th�n I�aving liffis o# nondcoh�si�� sandy materials. ,,. .,. . , B. lf t�►e st�rfac� �f tl�e embankment is �oo smooth and hard to bond propecly with a succeed�ng I�yer, th� su�ac� s4�a11 be raugh�r�ed and foasened b� discing b��ar'� th� succ�eding layer is placed. C. Where �!I Rs 4n be �la�eed n��k-fa existi�g fill, that fll sk�all b� r�mav�d ta � unweaihered, de�se mate�ia�. Each �aye� shal! i� be�ched �r�d disced as ° � �djai�ir�g ffis are �laced. 4V3atarsal hauting �quspm�nt si�all b� so roe�ted ower� th� . emb�nkmen� su��ce to �istribute the ad8ed compac#ian af#or�ed by fih� ralling eq�ipmenf, and �o prsverif #he �orm�tion vf ruts �� ti�e embanlcment s�rFac�. �. Th� surface �af the fill sl�ali be grad�d t0 drain fr�ely �nd maint�in�d thraughaufi - construc�ion. During th� �umping and spreading process, �II ro�ts and debris and ail rocks g�eater t1��n fu�r (4) ir�cl�es in maximurn dimension sh�ll be remav�d f��m tFre �mban�Cm�nt m�terials. Na roc�t� s�a�l be �liowed wit�i� tn� �na1 � ir�ch�s of subgrade. � 3.� PROC�SSINC AN� IUI�I�STU��-��ENSITY CONTRO� � c&� azo�so.a�o a�2oa - 3 � 2402 Earthworic A. �allawing the spr�adir�gl ar�d mixir�g of the soil an fhe embankmer�t, it shall !� processed by discing or: pulverizing t#�raughat�t it5 thic�n�ss ta breaf� up and reduc� clad size, ar�d pravide additional b{�nding of matarials. Rrocessi�g �ha[I consist of at least �ive passes af a fu�ly penetrat9ng di�c p�ow ar three passes of a fu`ly p�rtetratfng rotatili pulueriz�. A�ditional passes o� the processing equipment sna�� be perForm�d as n�c�ssary �o accompfish breaking u�, reduction . o# c�od size, and btendi�g t�� fill. �ach �succ�ssiv� p�ss af the p�ocessing equipm�n# �h�l� �� in a'dir�ctian per�endicular tv th� previous pass, wher� � working space permifs: � Th� maximum recommend�c� laas� lift thickness prior fa campaction is �ignt (�� inches. The moist�are content of tne soil shaA be �djust�;d, if rtecessary, � by e�ther aerat9on��or #E�� add9t�ori a�' wate� ta b�ing t�ie moistur�e cont�nt within.the recammend�d range. Water requir�d �or sprir�Kiing to bring ihe'fill maierial #o��ine prope� moisture c�orti4ent sha1� be appiied �veniy through each layer. � � �. A�y lay�rs wF�ich b�com� damag�d by weather �nnditions shall be r�prvc�s�ed � to meet recoirmmended "requirements. TFte aampacted surFace of a I�yer af fill shali be ligh4ly lo�sened by discing hefore �#�e succ�eding layer is �laced. � �: Wt�n fih� m�isture content and the cond9tian of the filE l�yer are sat�sfiactasy, �.� eampaction �halk �� pei�armed with a h�auy qamping �oot rall�r wi�h f�fly penetrating feet (f��t long �nough to p�netrafs into th� previous 1ift} either tow�d by a Grawier-type traator ar the �elf-propeiled typ�, i�re tamping foot roller shall weigh �ta fess than 2,0�0 pounds p�r �inear foot of drum width. Vibra�ory tamping rail�rs are r�commend�d�f�r compacting'sandier �II materials. D. Th� ineplace density of#he �II shsll be no l�ss ihan 9� percent of tMe maximum �� clry de�sity as de��rmined �y ASTM �698, Sta�dard Procto�, a� a maisture � cont�nt betw�en optimum anci � perc�n�ag� points wet ofi optimum mois#�r� � content for alt low-p�rm�ability earih� fiil zon�s {firr�rs, cor�s; etc.j �n� between 2 perc�nt�g� pai�fs belaw'ta � percentage paints abov� apfimum maisture�cantent for nor�-expansive earth`fi�l zo�es anc! gen�ral �arth fill �ones. ih� moisture car�tent ar�d d�r�sity of afl �1! maferial shall be maintained at #h� specified range of ' maisture and density. ih�se moisture ranges repr�sent the max�mum �imits. ` It is possible und�r�some circumstances or�with s�me soils, thai a more narrow � range, w�t�hin the recommanded limits, wiEl �e r�ece�sary fo consisfently achieve the recammended density. In order to help pro�rde a homogene�us �arth fill -- �� � mass, a min�mum ofi eight passes of tY�e �amping'Faot rolt�r shafl b� provide�, • �- � e�en f� the recammend�d density is ach'reved with fi�wer p�sses. � . �. �i�ld density test5 (including maisfiure corrten#) shall b� ta��n as each !ift af �lf - materi�f is pia�ed. A mirtimum a� o�n� �ie1d tiensity test �er lift �or �act� �;5�0 squa�re feet afi compacfed area is require�. Fnr sma�l or critical ar�as, th� � �'r�quency of #esting shalf be reduc�d to one t�sfi per 1,QOQ square #eet or less. A m�r�imum o� tw� density tests �sh�l! �be� taken on ea�h 19�t, regardie�s of sixe. The ear�f�wark op�ra�ions wii! b� obs�rv�d and te��ed on � continui�g basis by .- an �xperier�c�d g�oiechnician w�rking in canjunction wftt� �Yte proje�t � geotechnical engin�er. �'. �ach lift shalf be campacted, #ested and approv�d b�for.� another lift is add�d, �'he actual quafity of the �A, ,as compacted, sha[I be the responsEbility flfi t�e C&B 02�330,07Q 02240 d 4 2002 �ar�hwark G�NYRACiQR �r�d sa�is�actaey r�s�lts irom f�e fes#s shall not b� consider�d as a guafante� �� fhe qcsafity of the �ONiRAC`�pR's �14ing aperations. 3.� SiRIJCTURE �RCK�I1 � PLAG�M�NT AN� C�MPRGiIOM A.. ihe bacl�f�IN m�#eria� sha{I i�e pl�ced in�maximum 8-ir�ch lifts and com�a�ted ta a density ranging �etween�95 and �0� perc�r�t of maximum Sfan�ard �roc�or {�STN�.D69�} dry density at � mois��re confent rangin� fram � percertt�ge pairtfs below aptimum io 5 perc�nt�ge poir�ts aberre�optimum for #he backf�ll mater�a�s. � �aufian shall;b� exerc�sed noi ta o�ercampact the backfill. band-op�rated:. -. . tamper.s ar ot.h�r ligh4weigh� campactors ar� requir�d in the 5�oof a��a adjac�nt to �h� wall or ot�ter structur�. Nan-exp�nsiv�. earth fiili shatf be us�d for. struciure � back�ll. T'h� ,lift tnic�Cn�ss sh�ll be r�dur,�d to 4� inches far those �r�as wh�r.� ha�d-cap�rated compac#ors ar� r�quir�cl. ihe �ac�fill suriace shal� s�o�e aw�y fram #he s#r�cture on -a gradien� of 1.� fo 3 percent, such 4haf sur�ar,� wa��r does -� . n�t p�nd adjaae�tt fio the�stru�tur� within ti�� bacic�fl �one:.. Topsail and seeding � . � s�all �� accarnplished fio: help prev�nt drying and cracking a� the back�ll surFac�. � iFie slop� shall-be mai�t#ain�d on a 1.5�to 3 percenf gradient aft�r fopsoif is: placed. . � . � 3.6 TR�NCb BACK�'IL� � � - A. irench b�ck�il[ for prpelines a� ather u#iliti�s sl�all b� pro�erly pfaced ar�d � � compact�d, :No��xpansiW� �art� �IS shall b� used for trer�c� ba�ill. Free • ; clraining gra�ular material shal3 not be usa�. The nonaexpansiv� sail backfil� shall - be plar,�d in �pproxima#e 4 to 6 in�h loose li�s. �'�e den�ity and maisture content shall k�� a� r�comm�nded for nond�xpansiv� �ilf irr subseciior� 3.4 � - ��rocessing and Ni�isture-�ensi�y Ccantrol, of ihis sp�cificafion, except al! no�- � � exp�nsiv� b�ackfi�l above th� spring Isne qf fihe ptip�s, in s�ctions of th� te�nch . unc�erneath pavem�nts, shall be compaciect fio a minimum �f 1D0 peecent Af �� � I� . -� � maximum dry� density (ASTM D698}. In areas wh�r� granu�ar backfill is used, i# � - shal� h� e�mpacted, wifh a vibra#�ry compacto�, go � minimum of 9� p��c�nt af �� .. maxsmt��n d�sity as d�t�rmin@d �y A�TIOAN D��53, a4 a moistuf� cant�nt tha# will . • facilit�t� campacf'ion: A�minimum afi on� field dens�ty t�s� �half b� tak�� pefi f'rFt �� �o� e�ch 'i �0, line�r feet of tr�rrch, with a r�tinimum af two test� per li�f. !� �° r�s�ric�e� �re�s whare compactior� of non-expansiv� ear�h �rll is nat practical, • ftawabl� fiill sha�l be used. _ . � .. .� f3. V1lfiere lean concrete fifl o� flow�ble �ili. is use�i, �ach 1ift or se�ti�n shall b� - al�owed to re�ch initial se# �s r�qui�ed 40 �Ora�id� the ir�fended suppart, �Orior�to . � 4he next lift or.s��tian being placed. `ihe I�an con�re�e fi[f or flowab�� fl21 witl �04� � � r�equs� com�ac�ian. : . � � . - 3.7 �AFt�H �ILL AI�� �L�VI�A�LE �'iLL AlAAY�RIAf�S A. ihe �ollowing information is p�ovided io de�ine the r�quirements for 4h� v�ri�us :� earth fill and filaw�bie fill mate�ials �o� constructia� of #he p�oje�t: B. NON-�X�ANSIVE EA�iH F1LL: ihe non�expansive ear�h fiit shall eon�ist of �oi� mate�ials wiih a fiquid limii o� 3v or less, a plastic�ty ind�x b�#we�n � and 2Q, a' minimum �f 3� percet�t �assing th� Na �QO siev�, � minim�m af �� percen� C&B 02Q334.010 _ 42240 - S 20U2 Earthwork passi�g the No. 4 sieve, and wt�icE�� �re free �f organics or �th�r del�terious maieriais. VUh�n compacted to the cecammended maisture and density, #he � mat�rial shal� have a maximum fr�e sw�ll valu� af 0.5 percerit und�r a maximum seatEng pressure o�F'2 psi a�[d a maximum hydrauiic conduc#i�ity (permeability) of 'i E�05 cmisec, as determined by �aboratory fiesting of remolded specimer�s ofi t�e actual m���riafs propos�d %r the non-expar�si�� earth �ill. �` C: LOW PEF�MEA��LI7Y EARTM FIL�: The I�wapermeal�ility earth fii! �halt carisis# of sail materiais cfassified as Ci� or Cl� in accordanc� with ASTM D24�7, �` . Gi AS5IFICATFOI� O� S�IL� FflR �NGIN�ERINC PURF'OS�S, Yi�e ma�e�i�ls aiso sha�l have a minimum Iiquic! limit o�F 3�, a minim�m pEasticity ind�x af 48; a minimum of 8� percen� passir�g the Na. � sieve, and sha[I be fres af arganias or ather deleterious materials. 7he materiai shall have a Percent �isp�rsion o€:less t�an 20 when t�sted ir� accordan�e ►with A�TM D4�21, STANDAR� �'�5i � � IViCiHO� FO� DI5PERS�1/E �HARACTERIS�'fCS (]F' CL�Y 50IL BY DAUB�� � �4Y�ROM�T�R. When compacted fio the recammended moistur� an� densitiy, . tY�e m�t�rial ����1 �ave a maximum nyclraUlic cor�ductivity o� 1�-�i cmisec,�:as determiner! by Rabo�atat°y testing o� remolded specrmer�s i��f the actt�a! materials� propased fflr the !ow•permeabili#y #ill. D. G�N��� �ARii� �)LL: T'he general earfh fill shall consist of any soil mat�rfals which hawe a minimum piasticity inclex of �, a mir�imum of 2Q perc€nt passing'th� N�. 200 siev�; a m�nim�m of 8� percenfi passing�th� No. 4 si�v�, anci whic� ar� iree of organic�� ar ofher delet�riot�s ma#eriaf. �. ��aWA�LE FIL�: Ffowable �{! sha�l cansist of a low-�ment canten# ready-mix mat�rial wtth h9gt� filaw proper�ies. ih� mix shall car�s9st o� appraximat�ly �n� part Portfar�d cem�nt 4o fhree parts fly as�, by weig�t with suf�fici�nfi amounts of aggregate, high air ge�erator or �oaming ag�r�t, and water #o produce a�6�day compress�ve strength in the tange o� 2� fo 204 psi. ih� ��owabls �li sha�l t�ave� a maximum �ydraulic �onduci�ivity af 1��D� �cmis�c after curing for seven ('7) �� . d�ys. TFT� mat�rial s�al1 ha�� an initial set tim� (walkabl� surF�c�) �f 24 hvt�rs or � I�ss. ihe flowab�e fill shall pravid� full suppart to pip�lir�e, adjac�nf earth wall�, . str�ctures, �� other such faci�i#les; aft�r ini�ia��set, but s4�alt be of a low enough compressi�e s�r�r�gth �ft�r reachirtg fir�al s�r�ngth �v allow futur� �xcavatio�.wit� . ardinary small �xcavation�equipm�n�: � � F. The GONTFZAC70� shail be required �o su�mit an approprsat� mix design �long with }abaratory..test results on th�: flowabl� %I� prior to beginning work on this item. ,C.:.; SQl�ID #�OCEL: In �rder for any r�ck m�terial ta t� cor�s�de��d as �o�id r�ck,:i� shal! meei alf af the fofiowing criteria: � 'f . �e rack s�a�! be mass�ve and in a c�ntinuous 1ay�r at leas4 � feet t�ick. 2. T'h� �o�k shall hav� �n uncanfined compressive �#reng#h great�r #han �a ics�. � 3. Yi�e roc� s�a�l not be abfa ta be ri�ped from a st�rter trench in �n ope� cui exca�ation with a�-9 Caf�rpilfar (A� equivalent) bu11 do�er with � singl� to�th ripper, or in a trench excarration with a 235C Cat�r�ilta�' (or ��uiu�i�r�t) trac� hoe excav�tor equipped with a ngmina130ninch wid� exfrem� �ervice trenchi�g bucket wiih firnnt and rear mo�rnted rock ripp�r 4'eefif�, c&� ozo�3n.o�o nz�oa � s 2UO2 �artnwork Ii , �oulde�s and cobbl�s, whether in dens�ly spaced �ayers or occasiona! ' occur�ence, shalt not #�e classified as salid rock, regardless o� the hardness of th� in�ividual boul��rs or cob�les. �, hi. GOhIiPL�AN�� iES�'I�VG: Repr�senta��ve sam�sles of the ac#ual s`oil maier�ais ' propased far u�� in th� �ari�us earih fll �ones sh�ll be i�itially fiested �or � compliance wi�h the recomm�ndations by the pro}ect geo#echnical enginee�r, pri�r � to use a� th� materi�ls �s fiil. TMe festing program shail conFinue thraugh� , cor�structiorr as a means to verify #�at th� eat�h �il1 materials beir�g pla�ed cor�tinue ta me�t tne r�camm�nded requir�ments. - 3.8 EARiH FIL,L �ON� R. � i'able � spec�fii�s fio�- the warious :�arth fill �an�s. - ---- -- - - - TAB�� 'p � LARi�i �'t�� �9�l�� ' - - -- - . _ i`i�f�l � . . .. ZON� FA►�1"E� FfLL {�A���fA� . Embar�km�r�t Fil4 gor struc#ures, Top '! 0�ee# Non��xpansive � pavements and flatwnrf� . � Eml�ankment �il4 �or struct�r�s, �etow �10 ���t �e�erai �aovem�nt and flatwor� Structure �acic�ilj AI{ �lon-�xpa�ssve Trench_ �ack�'iIl .6eneafh preS�nt ar AI! (exc(usive of lean Non��x�an�ive futur� �trt��tur�s, �aWements and con�rete or flawahle �il , �latwork �on�s) � Trenc4� �acf�ll more tt�an a fe�t io 'f �aot �bave top of pipe Non-�xpansive � �u�side the limits o� present or iuture .�exclusive af I�an concret� � � sir�ctu�es, pavements and flatwark �or fiowable fi21 zones} � � � �' Tr�t�c� �ackfill ma�e t�an 5 feet F�ram 'i fap� above top of Cen�ral � outside th� limits af pres�ent or futur� �ip� a�d u�ward , s#ructur�s, pa�emen�s and flatwork � ' - . , � Generaf �mbanEcm��its more #han 5 Atl Cer�eral � � � f�e� �tatsid� the iimifs of pr�sen4 �nd : � iutur� sfiructures, pav�men#s and fiatwork ' , - . - Cen�ra! Sit� Grading where na stopes Top 1�oot ��nera� �r d��p fills are �nvoived - . � G�r�eral 5ite Grading wher� no slopes Below 1 Foof Common - or deep�fills are inval��d - Seepag� plugs around p�pes, and All �ow-F��rm�ability 1 Isnerslba�i�rs B. Other �pecffic recomm�ndaiiorts for earth fil� mat�rials and �or �ggregat� fill materials ar� also pres@�ted in ath�r sections of Yhes� Speci#icaiior�s. � c&s o�a�so.oTo � o22ao - 7 . ; 2oQ2 Earthworlc 3.9 �1CCEPi'ANCE OF IMPORi�D F'!LL �. p�ny soil fmpor�ed from off slte sources shall be t�sted for compliance with the � recamm�ndatiar�s fior fihe partiaular appkcatian and apprav�d by the proj�c# geotechnica! e�gineer prior to the mat�r'tafs betng us�d. The �WN�R wi{! akso � require the CONTRACTOR tv ob#ain a writt�n, natari�ed certif�catip� from the landowne� ofi each proposed aff si�e soil barrnw source stating #hat to the best of the [ar�dawn�r's knowl�dge and �el��f ihere has ����r been contamRnatio� af th� � , borrow s�urce site wifl� haxardous or toxic materials. The certificafi�n shafl be � .gum[st�ec! to fihe OWN�R priar to pro�eeding fa �'urnish soiis to the site. The CaNTRp►CTa� shaA be required to provide the servic�s of an EPA approveci laboratory to p�r�orm, as a m9nimum, a toxic contaminant scan of campasite saii sampfes represer�tative oi each separafe proposed �oITow source, fn accnrdance with FPA protocof forthe lisfi of cont�minants contained ir� the �C} C�'R, Part 28�, . �r�ppendix Vl ll, by �PA m�thods SW-846, priar ta imparting the. s�il borrow. Ar�y ._poientiaf off-sit� borrow on which. th� test resuit� indicatc� tl�e presence of contaminants above backgraund l�v�ls. shall be rejec�ed. Soi[ materials derived � ��� �� fram tFie �xcavation a� undergraur�d p�troleurri starage tai�ks shalf nof be used as � fiii ar� �his prajecfi. . 3.'i0 �CCP�VAiIUN� A. i�mporary slopes of 2-hori�onfaf to 1�ver�ica� and flait�r s�alk be used tar�this - � site. ln�all cas�s, the requir�ments of �he �ccupa�iar�al Safety and Health� � � Rdministration (OSFlA) must be fallowed. The CONT'RACT4R shali monitor the slape stability by ob��rva#i�n and measurem�nt, and to preven� exc�s�ive loads � (esp�cEafly. hea�y vibratary laads) from laeing appiied to the slope. Th� � .CAN 1 RAC�'O� shall be respansible far maintaini�g the sEapes in a safe � �� �condition during constrt�ction and the use of slape stabili#y monitor�ng eqt��pment � . si�a�i be u��d. � ��. ��.The side siopes af excava�ions �hrough the Qverbur�en soils shall b�� m�de in :' such a manner to provide �ar �heir stability during construction. �tructures; pipelines ar other faciliti�s whfcn ar� construct�d prior ta or durtng �h� cur.rentiy �-pFo�osed constructi�n� and which� �equire excavation, shal! be protect�d from [oss a�' �nd bearirrg or lateral sup�ort. � C. femporary co�strUctian sltipes �ndlor p�rman�nt �mbankment slopes shall be :protected from surface. runof� water. Siie grading shalf be designed to allow dr�inage a� plann�d areas wher� erosian prat�ction Es provided, i�tstead gf allowing �Ur�ace w�ter ta flow down unpratected sfnpes. D. Drainage: During excavation, maintain �rades far complete drair�ag�. lnst�ll �emporary drains or drairtag� ditch�s as n��ded to interc�pt or di�eri su�face w�t�r �r�d pre�er�t ir�te�F�r�nce or delay #he wor�. Th� pumping of wate� s�afE be includ�d En the bid ifems. No .separate payment will be made for drainage co�tro! and �umping. � E. ihe C4N�RACTOR sha�l comply with al� applicable safety reg�latians concerning trench safety and excavatians, incl�adir�g, but nofi limited ta 4SHA regulations. c&� o2assv.a�� 02200 - � 20D2 Ear#hwark 3.1'I ��WA��RfNC OF EX�aVAi'IaNS .. � � .: A. Graund wat�r may be er�countered within fihe �xcava#ians. 1"he CONiRACTOR � _ sha�l b� res�or�sib�e �or s�leciing and �rovidir�g �ppropriate exca�atinn �, � � � dewafi�ring syst�ms �or use du�ing consfruction. �� . �.. .�: if�� dewa#erin� m€thod sel�ct�d snall.�be capable o�' Iowerin� and contintrousfy �.� . � . mairitaining fhe ground water surfac� a minimum a� 3 feet below th� ba�� of all � ��.� .. -. �xcavatidns tl�roughaut fihe c�r�strucEi�n periQd. T�e GOIdiRACi�F� shall be :.�; . ;�-: requir�d to provide ad�quat� personr��l and equipment to aperai��and ma�niain �� , _ th� dewaiering system qn a 24-hour basis, as required. � . �.' . , . . „ .. 3.12 S�I� COR��SION ANQ REAC�'ION P.OiEN�IAL ' ,. �. A: , T�� cl�ys ai this sit� may be cflreosive. Siandard ao�structio� pr�ctices for -- � prat�cting m�tal pf�� and simi�ar �aciliti�s in cvntact witt� thes� soi[s s[�afl be � used. . , - , �. . . ..� . , I I .� I II'... . , . . I � . ' . ' 't, f I • � }.� i, . „ ' , EN� Q� SEGYION c&g a�o33o.0�0 � ozaaa � s 20D2 �arthwarlc i s�cTioN a2��z STRUCTURAL �XCAVATING, �ACKFtLLING AND COMPACTING I� I � 1.4 � � i , , F'ART 1 - GENERAL �.9 SCOPE OF WORK A. �xcavafion, backfill and campa�iion around s#rUc�uras. B. Si�e excavatian and back�Iling. C. Excavation su�port sys#ems. []. �ili for over-exca�ration. E. Graundwater and surFace wat�r cpntrol. F. Exeavation for pavir�g and �an�scaping. 9.2 RELAT�D SECi�ONS A. 5eciion 02200 � Eart}�woric 9.3 R�FERENC�S A. Refierenced Standards: 1. ASTM D698 - Moisture Density R�lationship o# Spils usir�g a 5.51b hammer and a 12-inch drop. 2. ANSIIASTM C13fi - Methad for S�eve Analysis of Fine and Coarse Aggregates. 3. ANSIlASTM D1556 � Test Method for D�nsity of Soil in Pl�ce by the Sand-Cone Method. QUALITY ASSLJRANG� A. Tes� rnateriai to be used as com�act�d fiif, wnether excavated ansite or imported as offsite porrow, for compiiance with the requirements of Section Q22�0 pr�or to placement. PART 2 - PRODLlCTS 2.1 MATERlALS A. Excavatinn Support System: CONTRACTaR's optian, sujted for purpase. B, Fi11 Materia�s: Specification Section 0220p. C&B 020330,014 20�2 02222 - 1 Strucfural Excava�ing, Backfillin� And Compacting i PART 3 - EX�CUTION 3.1 PREPARATION AN❑ l,AYOUT A. Establish extent of structural excavatior� �y area and efeva�iorr, designate ar�d idenfiify datum elevaiian, B. Set reqUired iines and leve�s. C. Maintair� be�ch marks a�d o�her reference pair�ts. 3,2 PROT�CTION A. Pro�ect, suppart and/ar reroute existing ufiilities. �. I'roiect adjacent wark from damage by excavafion and back#iEling operations. C. Protect adjacent structures from undermining, D. Support sides of excavations fo prevent soils mav�meni which m�y diminish the excavation width beiow width required for warkir�g. �. Support sides of excava#ion which inter��re with normal �5 degr�� bearing splay of any four�dation. � 3,3 �XCAVATl�N SUPPORT SYSTEMS A. Design, instaUation a�d mair�tenance of femporary excavation support sy5tems is ihe responsibility nf the CDN�RACTOR. Provide support systems a# no ad�ifiional expense fo �WNER. B. D�sign and constr�c� excavat�on suppor� systems in accordance with QSHA 5tandards and interpre�ations. 3.4 GRQUNDWATER AND SUR�AC� WATER CONTRO� A. CONTRACTOR is respor�sible far desigr�ing, providing and mair�taining a system far contro! a# groUndwat�r. B. Lowering graundwafier by pumping from open sumps within foundation fimifis is nat �ermitted. C. Pravide ad�quate swales, dams, ditches an� grades to prevent surface water from flowing into excavatian, � D, Maintain wa#er contro� until structur� is cample#e and backfiil! is bro�aght �o flnaf grade unless otherwise directed by OWNER ar �NGINEER. c&e o2aa�a.o� o o�2�z - a 2002 Structural �xca�ating, Backfiliing And Compacting E. Groundwafer or waier from other sources may be present in exca�afions regard�ess of whether show� on boring lags, 3.5 �XCAVATI�N A. Excav�te to lines and grades shawn on the Drawings. �xcavations shall be aither braced or stored or lafd back to a slope no s#eeper than twa horizontal ta one vertical. B. When excavation is essentially complete, verify depths ar�d dimensions as weli as soil dassi�ication ar�d bearing capaci�y. C. Perform additfanal excavation anly as ap�roved by fJWNER. D. Carrect unauthorized excavation as directed at na cost to O1NfVER. E. Fill over-excavated areas under structure bearing surfaces with cancrete ar compacted sartd fill as requfred by fh� OWN�R or ENGINEER. F. Excavate ta within 1 fovt of final grade, making firtal exca�atian immediately priar fo placemer�t of farmwork and reinfiarcing s#ee�. Limit area of fmal excavation to that wnich is being prepared far concrete piacement. LEmit exposure of �nal excava#ed surface ta 24 hours. ff exca�ated surtaae is expased ianger ihan 24 haurs or is damaged due to weather conditions, CONTRACTQR shall excavate four inches and pra�ide a concrete seal sfab. Keep excavatfons free ofi sfiandir�g waf�r until concre#e and bacicfill aperatior�s are compfete. ' G. Seal slabs shall be used where ca!!ed far on fhe Drawings or as specified in paragra�� �' above. 3.B BACKFII�LWG A. Verify fill materials ta be re�ased are acceptabie. �. Verify faundatior� perimeter drainage installatiorr has been insp�cted. C, Verify unde�ground tanks are anchored fo their own �oundation to av�id floatafion after backfilling. D. Backfili maferia[s sF�ail be as specified in Sectian 022DQ. E. Backfill araund structures as soon as pnssible after a�prova� by the OWNER or ENGlNEEFt. F. Systematically backfill to allow maximum time for natural settlement. Do not backfill over parous, wet, frozen or spongy subg�ade surtaces. , G. Maintain moisture conteni of backfi(f mafieria[s as specified in Sect�on 02240. C&B 02D�30.090 02�22 - 3 .� 2002 5tructural Excavating, Backfilling And Compacting H, , Do not �ackfilf againsf wafls until cancrete has been in place at least seven days. !. Do r�ot backfi�l against uns�pported fiaundation walfs or par�'rally comple#ed structur�s untEl after mairt ffoar slabs have been in place at least seven days and placement is appro�ed 6y th� OWN�R ar ENGfNEER. J. Backfil! simultaneously an each side af faundation walls and other structures to equalize soil pressures. Provide t�mporary bracing as required. K. Talce special care #o prevent wedging action agair�st structure, B�nch or s�rrate slopes baunding excavation. L. Make grade chan�es grad�al. Blend sfope into le�el areas. M. Surplus bacEcfil! materials shall be removed from site and dispased of in accordance wifhr all applicable regulations. N. Tolerance for Tnp Surtace of Backfilling: Plus ar minus 0.1 faot from required e[evations. Regardless af tolerances, grading s�all be perFarm�d in such a manner as to preveni ponding of wa#er an compac�ed surfaces. 3.7 CQMPACTiON A. Remove sharing and she�ting unless atherwise appro�ed by the ENGINEER. The cost af abando�ed shoring and sh�eeting is ta be borne f�y the CANTRACTOR. �. Compact fiHf ma�erials in accprdance with Section 02200. C. Remove and replace impro�erly campacted backfil! materia! at na cost fo �OWNER. 3.8 Fi��D QIJALITY CONTR4L A. Field ir�spection ar�� testing wil� �e perfarmed under pravisions of the Genera� Conditians. B� Tes#s and ana�ysis of fill mafierial will be perFormed in accordartce with ANSI/AS`�M and witl� t�e Gerteral Conditians. C. Compaction testing will be perFormed in accordance with ANSIIASTM ❑698 and with the General Conditions. D. If tesfis indicate Work does not meet speeified requirements, rema�e Work, replace and refest at na cost to �WNER. E, Freq uer��y of Tests; �, Density and maisture testing shali be in accordance with Section 02200. C&B 020330,�90 02222 - 4 2�02 Structur�l Cxcavating, Backfilfing An� Compacting F. Praof roll com�acted fill surfaces under struetures and pa�ing as specified in , Seciion 022�0. 3.9 PR�TECTION OF FINISH�D W4RK A. �ro#�ct finished Work under pro�isions ofi General Conditions. e. Recompacf fii�ls s�bjected to vehicular traffic. 3.10 CLEAN UP - A, Remove surplus fiil materials �o onsite spoif areas as directed by the OWNER or � ENGIN�ER. �ND OF S�CTION � , � C&B D2033p.010 02222 - � 2002 StrUctutal Excavating, �ackfilling And Compactfng m SECTION 02265 GE�TE?CTlLE - SOf� STABILIZATIDN � PART 1 - GENEi�AL 1.1 S�OPE QF WORK 1.2 A. Furnish labor, materials, equipment and incidentals necessary ta install geotextife fabric. Use the geotextfle in conjunction with aggregat� to stabilize soft soils for roads, starage yards anc� parking areas, for se�ar�tion of aggregafe fram the subgrade beneath floor slabs on grade ar nther ar�as as recommer�ded. llse the geofextile in subsur�ace drainage applicatiorts for fining trenches, pavem�nt edge � drains, or blanket drains as recommended. The geate�ile. shall pravide a permeabfe layer of inedia, while retaining the sai matrix. QUALITY S7ANpARDS A. Design Criteria: 1. The geotextile fabric shafl be iner� to cammonly encount�r�d chemica[s, hydracarhans, mil�iew and rot resistan�, resi5tant to ultraviolet light exposure, insect and rodent resistant, ar�d conform to the properties in the fa[lowirog table. 2. The average� rall minimum (weakest principle direction) far strength properties ofi any individual ro�l tested from the manufacturing lot or lots of a particular shipment shall be in excess of the average roll minimum vaEue (weaicest principle direotianj stipulated �ereir�. Tes# Requirements: Phvsical ProRerties Grab Strength ASTM D4632 �Ibs.) Gr�b Elongation ASTM D4632 (%) M�Oen Burst Strength ASTM D3786 (psi) Permeability � k (cmisec) ASTM D4491 Wafer Fiow Rate (gallmin/�t�) ASTM D449� AOS {0��}mm, ASTM �4751 Trapezoid Tear Strength ASTM D45�3 (Ibs) C&B 02q330.010 2002 Average Rall Min`�mum Value (Weakest Principal Direction) 200 - - - - - - � 6fl � 320 - 0.1 - - 100 ` � 0.3 - sa - 02285 - 1 Geotextile - 5nil Stabilization Test Requirements: Phvsica! Prnperties Puncture Resistance ASTM D483S.Ibs) UV Resistance - °/fl Str�ngth Retair�ed ASTM D4355 Average Roll Minimum Value iV1leakest Principal Directior�) BD 70 S�, Packing and fdentificatic�n Requiremen#s: Provic�e the geotextile in rolls wrappe� witl� pratective caveri�g to protect the �abric from mud, dirt, d�st and debr�s. The �abric sha[! be free af defects ar flaws which signifiicar�tfy affect ifs physical prapertEes. �.abel each rall of fabric in the shipment with a number vr symbai t� identi'fy that production run. C. Sampling and Compfianoe Requirements: A cnmpetent laboratory shaf! be maintained by the praducer of #he fabrlc at the point af manufacture ta provid� qualiiy controi in accordance with ASTM testEng procedures. The labaratory shaf! maintain records of its quafity contral res�lts and pra�ide a manufacturer's certificafie to the OWNER priar to shipment. Tne certificate sha11 ir�clude; � , Name of manufact�arer. 2, Chemical composition. 3, Product descriptian. 4. Statemerit o� compCiartce to specification requirements. 5. Signature of legal[y autha�ized afficia! attesti.ng ta tl�e inforrnatiar� � required. PART 2 - PRODUCTS 2.� MATERIALS A. Geotextile: Non-woven fabric consisting of fiifam�nts or yarns of �Solyester or poiyprapyfena. PART 3 - EXECUiION 3.1 INSTAI�LATIQN A. Soi[ Stabiliza#ion . 1. Insta!! th� geotex�Ele on the prepare� subgrade in recornmer�ded areas. The limits wflf be shown on the construction drawings. Over3aps when necessary snalf be 36 inches minimum. The aggregate shai! �e back dump�d onta the fab�ic and sprsa� in a uniform iift maintainir�g the design aggregate thickness at alk times. Construction vehicfes shal] n�t be allowed to traffio directly ar� the fab�ia. � C&B 020�30.010 Q2265 - 2 20�2 Geotex#ile - So"rl Stabilization 2. Avoid o�er-stressing th� soil by utilizing equipment in spreading and dumping that exerts only moderate pressures on the soi[. Soil over� stressing must be avoided. If severe rutting occurs a# i�e time of placement, aggregate depths shafl be increased and loads shalf be reduced to reduce the pressures on t�e soil. 3. Fili arty ruts whic� de�elop during spreading or campacting with additianal aggr�gate rather t�an bfading #rom surro�nding areas. 4. Thoroughiy compact the aggregate with a minimum af 8 passes of a 2� ton vi�ratory roller after plac�ment. B. 5ubsurface Drainage i. Install the geotextAe to encapsulate ihe drainage aggregate in recommended areas. The fimits will be shown nn #he canstruction drawings. ConstructEart vehicles sh�al� not be al�awed to traffi� directly an the fabric. � 2. �verfaps, when r�ecessary, shall be 36 ie�ches minimum in horizontal drainage blanket applicatiar�s and for end laps on trench drains. 3. TF�e top lap on trench drains shalf be a minimum of #he width af the trench ar 12 inches, whichever is greater. 4. Far horizontal drairrage blankets�, use securing pins spaced at 5 to 10 foot centers, 5ecuring pins shall be 3116 inc� stee� bars, painted at one end and fabricated with a h�ad to r�tairt a ste�l was�er having an outside � diameter nf nat less than 12 inches. The pin length shaR not be less than 18 �nches. U-shaped pins or specia! staples would be an acceptable option, if #hey pro�ide the same degree ofi anchorage and are appro�ed by the Enginesr. END OF SECTIDN � C&B 02033p.010 � 02265 - � ; 2002 GeotextiEe - Soil Stabilization SECT[QN a2831 CHA1N LlNK FENCES AND GATES PART � - GENERAI. 1 �� SCOPE DF W�RK ; Pravide ali labor, materials and incidenta! items require� to install a full heigY�t fence : and gatQs with privacy slafis as specified and as indicated on the PEans. 1.2 R�FERENC�S � A. ANSI/ASTM A123 - Zir�c (Hot-Dip Galvanized) Coaiings af Praducts F'abr�cated from Rolled, Pressed and Forged �5tee! Shapes, Plates, Bars and 5trips, B, ANSI/ASTM �567 � lnstaffat�on ofi Chain Link F'ence. C. ASTM Ai2Q - Pipe, Steel, Bt�ck and Hat-dipped Zinc-coated (Gal�anized) � Welded and Seamless, for Ordinary Uses. , D. AS7f111 C94 - Ready-mixed Concrete. � �. FS RR-F-19� - Fencing, Wire art� Post, Metal. i .3 QUALITY ASSURANCE . A. Manufacturer: Gompar�y specializirtg in commercial quality cnain link #encing wiin twn years experience. B. Installation: ANSI/ASTM F�67, 1.4 1.04 SUSMITTA�� i A. 5ubmit shop drawings and p�a�uct �ata as per Specia! Conditions. B. Include plan layout, gric#, spacing ofi com�ortents, accessories, fitting�, hardware, anchorages and schedule af components. �' C, Submit manufacturer's insia�latian instructions. , � � PART 2 - F'RODUCTS 2,i MAT�RIALS , A. Framewor�c; ASTM A120; Schedule 40 steel pipe, standard weight, one piece ' ' without joints. ; ' C&B 02Q330.0�0 02831 - 1 ' 2002 Chain Link Fences and Ga#es B. �a�rric: �S RR-�'-'19� Ty�e f- zinc-coated sfeei. C. f�rivacy Siats: Privacy s�ats shalf �e wooden, mounted to the exter�ar of chain iinK fenee. 2.2 GOMPON�NTS A. Li�t� Posts: 2.38 incf� d9ameter ste�l pipe. B. Corner and Terminal Posts: 2.88 inch diame�er stee� pipe. C. Gaie Posts: 3.5 ir�ch diameter steel pi�e. D. To� and Brace Rail: 1.66 inch diameter, pl�in end, sieeve caup[ed steel pipe. E. Gate Frame: 1.66 inch diameter stesl pipa for walded fittings and truss rod fabricafion. F'. G. H. E. ,!. K. L. Gate Hardware: Fork type [atch with gravity drop; mechanica! keepers, �enter gate sto}� and drop rod for double gates, two 180° gate hinges per leaf artd hardware for padloaK. 2.3 FINISH�S � A. Galvanized: A�NSI/ASTM A123; 2.0 oz/sq ft ooatirtg. �'-� Fabric: 2 inch diarnand mesf� steel wire, interwoven, 9 gauge thick, top sefvage twist�d tight, boftom salvage ftnuc�cle and closed. � Caps: CaSt steel or mallea�fe iron, gal�anized; s�zed ia post dimens�on, set screw retained. Fittings: Sleerres, bands, clips, ra91 �nds, ter�sion bars, �asteners and fittings: GaEvanized steel. Tension Wire: 6 gauge t�ick steel, singie strand. Anchorage: 8�nct� long, 4.�0 inoh diameter steel 9�E�e, 4 9ncl� ciiame#er c�osure plate welded to pipe sle�v� end. Extension Arms �or �ull ��ig}�t Fence: Cast steei #a accnmmodate three strands of barbed wire, sEngle arm sfaped to 45 degrees. Accessaries: Same finish as framing. C&� D20330.010 �ooz 0283'I w 2 Chain �.ink Fe�ces and Gates � PART 3 - EXEClJiION . 3.1 INSTALLATION � A. Install framewor�C, fabric and accessaries in accor�ance with ANSI/ASTM �567. B: Space line posts a� intervals not exceeding �0 fee# a.c. C. Set gate and line posts plumb, in concrete faniings wit� top of footing 2 inches above finished grade. Sbpe top far water runaff. Footings to be 36 inches deep minimum. ' D. Stretch fabric betuveen terminal pasts and af interva�s of b�0 f�et maximum. � �. Position bottom of fabric 2 inches abo�e top of wall. F'. �asten fabric to top rail, fine posts, carner posts, braces and bottom tensian with wire ties maximum i5 ir�ches on centers. - : G. Attaah fabric #o end posts with tensian bars and tension bar clips. � H. Install bottom tension wire str�tched #aut b�tween terminal posts. � 1. Provide top rail through line past tops and splice with 7 inch lang rail sleevas. J. Brace each gate and corner post back to adjacent line post with hori��ntal cenier brace rai) and diagonal truss rods. Ir�stall brace rall, o�e bay firom end and gate , posts. � K. Install center ar�d bo#tom brace �ail o�t corr�er and gate leaves. ' �. �nstall barbed wfre support arms sloped autward and attach �arbed w�re; te�sior� . a�d secure. � M. Ir�stall �ates with fabric and barbecf wire vertical. Install ti�ree �inges per leaf, , latch, catches, drop �olt foot bolts and sackets tarsion spring retainer and locking clamp. � � N, provide cancret� cer�ter drop to foundation de�th and drop rod retainers at center ' ` � af double gate openings. � END OF SECTlON f C&B 020330.fl10 02831 - 3 � �pp2 C}�afn Link Fences ar�d Cates SECTiON �3100 CONCR�TE F�RMW4RK PART 1 a GENERAL �.1 SCQPE OF WORK , A. The work performed under this section of the 5pecifications shall consist of furnishing and insfialling formwark far cast�in-place cancrete, with shoring, � bracing, anchorage ar�d all nec�ssary accE:ssories. Openings in the formwork for � oth�r work sha11 be provided. A[I stripp�ng activitfes shafl be incfuded under this s�ction. 1.2 RELATED SECTIONS A. Sectian 0320Q: Concrete R�inforcement. � B. - Section 0330�: C�st-in-Place Concrete, � 1.3 R��EREN�ES � A. ACI 347: Recommended Practice for Concrefie Formwark, B. ACi 30fi: Standard Specificatians for Structura! Concrete. .. C. PS-1: Construc�ion and Indusfrial Plywaod. •• D. AC13'f 8: Bu9lding Cade R�quir�ments far Reinforced Concrete. E. AC� 350: Environmenial �ngir�eering Car�crsfe Siructures. �. ACI 1'!7: Standard Specifications for Tolerances far Concrete Construction and � � Materials. � �.4 pESIGN R�QU�REM�NYS t � � A. CQNTRACT�R shaU be r�spansibie for the design, engineering and canst�uction ' of formwork, shoring and bracing to conform to design and cade r�quirements; ., res�ltant cflncrefie to conform to required shape, line and dimens"ran. �esign and ccanstrt�ction of formwark shaEl take int� �ccount li�e laads, dead ioads, weight of rnoving equipment operating on formwark, cancrete mix, heigk�# c�f concrete drop, - vibrafor frequency, femperatr�re, fo�ndation press�res, stresses, lateral stability and other factars pertinent to th� safety af personnel and struciures. , CONTRACTOR shal! provid� shores, struts, and trussed supports as necessary. C&B 02033d.410 Q3100 - '! 2002 Concrete Formwark 1,5 QUALITY ASSURANCE A. Woric shaN be pertarmed in accordance wEth the standards referenced in Part �.3 of fhis s�ecification. 1.6 DELIV�RY, STORAGE AND HANDLING A. Star� off gro�r�d in ven�ilated and protected manner ta prevent d�terioration from moisture, 1.7 COORDiNATI�N A. Coordinate t#�is sec#ion with other sectians of the Work which require attachment af camponents fa formwork, PART 2 - �'RODUCTS 2.1 FQRM MATERlALS A. Facing Materials: 1, Unexposed F'inish Car�erete. Any standard farm materials that produce strucfurally sound concrete. Pro�ide lumber dressed on at least two edges and one side for tight �i�. 2. �xpased Finisl� C�ncr�te: Maferials selec�ed to offer optimum smooth, stain free final a�pearance and minimum number of jofnts. Provide maf�rials with s�fificier�t strength to resis# hydrastatic h�ad without baw or deflection in excess of aHowable folerances, ar�d as foElows: a. Plywood: �PS-1 "B-� {Concrete �orm) P[ywood," C�ass I, Exterior Grade, mill-oiled and edge-seafed. b. I�umber: Sauihern !'fne special, No. 2 grade, with stamp grade clearly visible. � c. Steel: Minimum � 6 gauge sheef, wefl matc�ed ar�d #ighf fitting, stlffened to support weigF�t of concrete without deflec#ion detrimentaf to talerances and apPearances of finlshed concrete surFaces. d. Glass Fiber Fa�ric Reinfarced Plastic �arms; Matched, tight fitting, s#iffened tn support weight ofi concret� without de�l�ction d�trimentai to tolerances and appearance of fi�ished concrete sur�ac�s. � 2.� FaRMWORK ACCESSORIES A. Form Ties; 1. Metal form �ies, snap-offtype, 1-112 inch break back dimension, galvanized metal, with waterproof washer at mid-point of rod, shali bs us�d fo hold farms in place. The ties, wner� remaved, sF�a[I leave a C&B 020330.Q1 Q 03fi QO - 2 2�a� Concrete Formwork smaoth apening in the concrete s�rface not larger tf�an 718 inch in �iame�er. 2. Af#er the t9e rods are brolc�n back, the holes shaff be thoroughly cleaned ta remave al� grease and foo�s particles; f�ten non�shrink cement-sand -mo�tar, as dry as practicabl�, shall b� carefufly p�aced intfl the hoEes in smali quanfities. After the �oles are compie�ely �iUed, all �xcess mortar shall be struck off flush and the surface finisF�ed in such a manner as ta render the fifled hole as incvnspicuot�s as pnssible: ffi these patches appear to be darlcer than ine other.surface of the concrete, wi�ite c�ment shali b� used i��the ma�far as requir�d. 3. "Supertie" fiberglass form tie system as manufactur�d by FZJD Industries, Inc., 26945 Cabot Raad, Suifie 107, �.eguna Hiff, C�lifornia, tsao��a- 47�3. Prov�de spr�ader rad, ties, gripper and al! necessary accessorias and installation devices. Pr�vid� gray efltor ro�. Instal] Supertie in accordance with supplier's instructions. After removal of farms, grind Super�ie flush to wall. B. Form Reiease Agent: Galariess minera[ oi1 which will r�ot stain cancret�, absorb � mo�sture or impair natural bonding or calor characteristics ofi coafing intended far use on canc�-�te. C. Corners: Chamfered, rigid plastic or wood str�p type; 314" x 314" siz�� maximum }�os�ibfe [engths. Accurately formed to produce uniformly straEghf lines and tight edge joints. � D. Nails, Spikes,lag bolts, Thra�gh bolts, Anchorages; Sized as required, of sufFicient strength and character to maintair� farmwark in piace while p�acing concrete. � � E. Waters#Qps: � 1. Resilient Type - Polyvinyl chloride, m�nimum 2,000 psi tensile strength, minimum 50°� (15°C) warking temperature ra�ge, 6dinch wide for ' canstruction joints, 9-inc� wide for expansion joi�ts, maximum possible lengths, ribb�d profile, preformed corner secfions, heat weld�d jointing; "Wire Stop" as manufactured by Paul Murphy Plastic Co. Or approvsd ' equivalent. , 2. Expanding R�bber Waterstop - see Section 0325(�� � � 3. Soft Type -�fend of re�Fined hydrocarbans, resins, plasticizirtg compounds and mineral�fil[ers extruded in a 518 inch by 1-112 inch vxidize or eva�ora#e. Waterst�p shall be: As manufactured by Synko-flex, 2100 = Tra�is, Housivn, Texas 7"7002; {713)686-8203; Swellseaf Plus as , manufactured �y de neef Americ�, Inc., 122 North Mili Street, 5t. Lauis, Missouri 48880, (517)fi81-�791; or approved eauivalent. In�tall in accordance witi� manufacturer's recammendations. llse primer , recommer��ed by manufacturer on surFaces, C&B 020330.410 03900 - 3 20D2 Goncrete Formwork PART 3 - EXECUTIQN 3.9 E�CAMfNATf�N A. Verify iines,l�vels and c�nt�rs b�fore prar.�eding with formwark, Ensure that dimensions agree wi#!� Drawings. 3.2 EARTH FQRMS. A. �arth forms are nat permi�ted. 3.3 INSTAL�ATiON A. Farmwork — General: I'ravide sloped surFaces steeper �han �.5 harizantaf to � vertical wEth a fop farm ta hold shape af cancrete during pfacemeni, unless if can be demonstra#ed tf�at top forms can be omit�ed. Construct the farms to correct shape and dimensior�s, mar�ar�tight, of sufficient strength, hraced and tied togetner so that the fvrms shal[ be strong enoug� ta mainfain their shape under all imposad loads fram the movement af workers, equipmant, materials, ar the placing and vibrafir�g of the concrete. Gamber where necessary to assure �evel finished svffits unless otherwise shown on fihe nrawings. Verify the harizontal and vertical positidns of forms and correct alf inaccuracies �efore placing concrete in any form. Gompleie aIE wedging and bracing before pfacing concrete. B, Forms for "Smoo#1� Finish" Concrete: Use steel, plywood or lined board forms unifarm in size. Clean and smoath p[ywond and farm liners. �ree edges �nd holes fram damags. Farm lir�ing sha[i have clase�-fitting square joints betweert sepa�-ate sheeis and shalf nqt b� sprung into place. Sheets of form liners and plywood-shall be full size wherever possible and joints shall be taped to prevent protrusions in con�rete. Use specEal care in formir�g and s�ripping wood forms to protect cnrners and edges. Leve� and cantinue all hor�zantal joints. W�t wond farms at aEl times until stripping. C. �ramir�g, 5tudding, a�d Bracing: Space st�ds at 16 inches on center ma�imum for boards and 12 inches on center maximum for plywood. Framing, brac�ng, ce�tering, and supporting members snall be of adequafe size and s�rength to � carry safeiy, without deflection, ali dead and ii�e loads to whici� farms may be subjected, and shall �e spaced sufficiently close to prevent any bulging or sagg+ng of forms. S�ffifs� of all beams farms shaH be constructed of material a minim�m of 2 inches thick. �istribute �racing loads over �ase area an which �racing is erected. When �laccd �n ground, prateci against undermining, settlement or accidenfial impact. � D. Erect farmwork, shoring and bracing to achiev� design requirements, in accordance with the requirements of ACI 301. E. Arran�e and assembls fdrmwork to permit dismaniling and stripping. Do r�ot damag� concrete during sfripping. Permit removal of remaining principal si�ores. G&B 020330A10 03�00 - 4 2Q02 Concrete Formwork �. G. H, I. Align joinfis and make watertight. Keep form joints #o a minimum. Obtain approval from OU1fNER or �NGIN�ER before framing openings ir� str�ctural members which are not in�icat�d o� �rawin�s. Provide chamfer strfps on exposed edges unless drawings nnfe atherwise. Do naf reuse wood formwork more than three times. Do not patcl� formwork. 3.�4 APPLICATI�N - FOf�M RELEAS� AGENi � : Apply form releasa agent an formwark in accordance with ma�ufacturer's recammendations. Appiy prior to �lacement of reinforcing steel, anchoeing �evices, and embedded i#ems. � G. Do nof apply form refeas� agent where concre#s s�rtaces will receive special ' finishes ar applied cove�ings which are af�ected by agent. Soalc inside surfaces = of untreated forms wlth clean wat�r. Keep surfaces coated prior to placement of concrete, i ; : 3.5 D. Reuse and Coating of Farms: Tharaughly ciean forms and reapply farm cnating befare each reuse. Fo� exposed work, do not reUse ar�y forrrm which canr�ot be recondiiioned to "like nern�' condition. Apply form coating to all forms in accordanGe with fh� manufacturer's specifications, exeept where "scored finish" is r�q�ired as showr� on fhe Drawings. bo not caa# forms for concrete that is ta receive a "scared finish". INSERTS, EMBEDD�D PARTS AND OPENINGS A. g. C. D. E. Provide formed openings where required for items to be embeaded in or passing tY�raugh concrete work. Lacate and set in place iterns fhat will be cast directly info concrete. Coardinate with Work of oi�er s�cfions in forming and pfacing apenings, s[ots, reglets, recesses, sleeves, bolts, anchors, other (nser#s, and companer�ts of otner Work. Provide fiemporary parts or openings in formwork to facilitate cfeaning and inspection. Locafe openings at �oftom of farms ta allow flushing wat�r to draln. Clase temporary openings with tight fitiing panels, flush wft� insids fac� of f�rms, and neatly fitted so joints will not be apparent in expased concrete surtaces. C&B 020330. D 9 0 03100 - 5 2002 . Cvncrete Formwork 3.6 3.7 � 3.9 FORM CL�ANiNG A. B. C. Clean a�d remo�e for�ign matter within forms as erection proce�ds. Cl�an �ormed cavE#ies of debris prior to pfacing concrete. Flusl� with water ar use compressed air to remove remaining fareign matter. Ensure t�at water and debris drain fo exterior through clean�out ports. D. During cald weather, remo�e ice and snowfrom withi� forms. Do r�ot us� de- icing salts, Do not use v�ater to cfean nuf forms, unless formwnrk and concrete canstruction praceed within heated enclosure. Use cQmpressed a�r or other means to remov� far�ign matter. F4RMWORK TOI.�RANCES A. Construct formwork so as to mai�tain t�ierances required by ACI 347, Chapfier � 3.3, except as ofhenrvise r�oted. �IEL❑ QUALITY CONTROL A. Independent Testing Agertcy to inspect erected formwork, shoring, and bracir�g to ensure fihat work is in accordance witn formwarEc design, and that supports, fastenings, wedges, ties, and items are secure. B. Nati'Fy the Architect/�ngineer and Irtdepe�d�nt TestPng Agency aft�r placement of r�infarcing steef irt the forms, but �rior to placing any cancrete, so that insp�ction can be mad�. � FORM REMOVAL A. The time far removal o� torms shall comply with ACI 318. If curing temperat�ares are befaw 5b°F (15°C), the iime for remo�al shall be increased by �fty percent (50%). In na case sf�all the forms or bracing b� removed untfl cor�crete has gained s�fficienf strength ta carry its own weighf and impased loads. � C. �.vosen forms carefiully. Do not wedge pry bars, hammers ar tao�s against ffnish concret� surfiaces scheduled for exposure fo view. 5tore removed forms in manner that surfaces #o be in cantact�with fresh concret� will r�of be damaged. Discard damaged farms, END OF SEGTIQN C&B 020330.010 �3'l.00 - fi �aaz Concrefe Formwork s�c�ioN o32aa CONCRETE REiNFQRC�M�NT PAFtT � � GENERAL �.� SCOP� OF INQRK � A. The work include� in this section of the Sp�cificatians shall conslst nf furnishing and installing reinfarcing stee! bars, welded wire fabric and accessaries for cast� � in-place concrete. � ' 1.2 RELATED SECTIONS � A. Section 0310fl: Cancrete �'armwork. B. Section 03300: Cast-in-Place Cancte#e. 1.3 REF�RENCES ' A. ACi 301 — Standard Specifeations For Struetural CancTete. �3. ACI 31813"i 8R - Building Cade Requirements for Strucfural Cancrete and � � Cammentary. '� C. AC1315 �- Deta�ls and Detailing af Concrete Reinforcement. �, D. ANSIIASTM A82 - Cold IJrawn Steel Wire for Concrete Reinforcement. E. ANSIIASTM A185 - Welded Stee! Wire Fa�ric for Concrete ReinfArceme�t. �, F. SPw66-88 w ACI Detailing Manua[. � G. ANSI/ASTM A496 - Deformed Steel Wire Fabric for Cancrete Reinforcement. H. ANSilASTM A 497 - Welded Defiarmed Steel Wire Fabric for Concrete � � � ReinForcement, . I' ' I. ANSIIAWS D1.4 � St�ucturaf Welding Cade for Reinforcing Steef. J. ANSI/AWS D12.1 - I�einforcing Steei INelding Code. K. ASTM A6�5 - Deformed and Plain Bilfet Steel Bars for Cancr�te Reinforcement. ��. �. CRSI - Cor�crete Reinforcing Steel Institute Manua! of Practice. � M. CRSI 63 - Recammended Pracfiice for Piacing Reinfiarcing �ars. C&B 020330A1Q 0320D - � 2002 Cancrste R�inforcement N. CRSI 65 � Recammend�d Practice far Placing bar 5uppor�s, Speci�ications and Nnmencfature. 1,4 SUBMITTALS A. Submittals shafl meet the requirements of The City of Fort Worih Mafer�al and Construction Specificafions. � B. Shap [3rawings: indicat� bar sizes, s�acings, lacatlons and quanfities of r�inforcing st�ei and welded wire fabric, bertding and cutfing schedules, suppor�mg and spacing devlces, �r�d joint and splice lacations. C. Manufacturer's Certificate: Certify ti�at products meet or exceed specifie� �-eq�irements, D. Com�ly with ACI 3� 5, Ghap#ers 1 t#�rough 8. E. Submit fnr review manufac��arer's s�ec�ficatians and insta[la#ion instructians far al[ praprietary�products, incfuding sleeves forweEded splices. 1.5 QUALITY ASSURANCE A. � PerForm work in accordance with referenced standards. Stabmit cer�ified capies of miN tes# report of reinfnrcement materiafs �nalysis. 1.6 COORDINAT�QN A. Coordinate work with other trades, placement of formworic, formed openings and other wark. PART 2 � PRODUCTS 2,1 RElNFORC�MENT A, Reinf�rcing Bars: N�w, defarm�d biilef steef cvnf�rmir�g #o ASTM AG9�, Grade 64 for nQnweldable bars and ASTM A70�, Grade 6a for weldable bars. B. Welded WEr� F'abric: ASTM A185 for smaoth wire and ASTM A45� far �efarmed wire. 2.� ACCESSORY MAiERIALS A. 'Tie Wire: Minimum 16-gauge annealed type, B. Supparts for Reinforcement; Conform ta CRSf 63. C&� 0�033Q.010 03200 - 2 - 2002 Cancrete Reinforcement � � r C. Special ChaErs, Bfllsters, bar Supports, Spacers Adjacenfi to Weather Exposed Goncrete SurFaces: plast9c cnated steel or stainless steel type, s9ze ar�d 5hape as required, . � D. Spfices: i. Mechanical Connectians: a. Campression. Gat�way Bui�ding Products "G-Loc" or approved �quival�nt. b. Tension: L�r�ton Anchor or approved equivalent. Conn�ction device shafl develop 9�5 percent of yi�ld strength of bar. 2. We�ded 5plices: "CadweidH, "ThermorNeld" �r approve� equivalent: Size device to develop 125 percent of yield strengfh af �ar. 2.3 FABR�GATION A. �'abricate cor�crete reinfarcing in accordance with CRSI Manual of Practice. �, l.ocate reinforcing splices no# indicated an Plans at point of minimum stress. F�eview location of spiices wit� OWNER or ENGIN�ER, ,, ;. � �, � I� PART 3 - €XECUTION 3,1 P[,ACEM�NT A, �. C. a. Place, support and sec�are reinforcement against dis�lacement by means of accepted spacer�, chairs or hangers. Do nvt deviate from requ+r�d positio�. Do not displac� ar damage vapor barrier: Accommodate placement of formed openings. � Canform �a AC13'i 8 code "for conerete cover over reinforcement. �. Clean reinforcemen� ta remove laose rust, mil� scale, ail, earth, ic� ar�d other materials vvhicY� migh� reduce or desfroy bond with concrete. 3.2 FI�LD� QUALITY CONTROL R. Concrete shall noi be placed until reinforcing stee! is inspected by OWNER's representativs. Ali cancrete placed irr uic�lation af fhis prav'rsion wif! be rejec#ed. The CONTRACTDR s�all give OWNER's representative 24 hours noiice after com�ietion of reinforcemenfi placemenfi prior to placement of concrete. � END Q� SECTlON c&B a�o�3a.o� o 2002 03200 - 3 Concrete Reinforcement � I � sEc-r�ory as3oo CAST-lN-PLACE CONCRETE PART 1 - GENERAL 1.1 SCQPE OF WORK . This s�ction includes all work re�ui�ed in piacing, �'inishin� a�d curing cast-in�place ; concrete associafed with t�i� fo{low'tng: . A. Cast-in-place concrete far structures a�d camponents inciuding, but not limited � to, �foundations, beams and slabs. � B. F'ioars and slabs an grade. � C. Conirol, ar�d expar�sion and contraction �vint devices associated wi�h concrete . work including join� sealants. D. �qu�pment pads, light�pQle �asest thrust blocks and manhole �ias�s, 9 ,2 RELATED SECTIONS A, Sect�on 03100 — Concrete �o�mwprk. - � B. 5ecfion 03200 — Cvncrete Reinforcemeni, . , � .3 R�FERENC�S � A, /�CI 3Q1 - Sfandar� S�ecificatians ior Struc�urai Concret�. �� B. AC1302 - Guide for Cancr�te ��aor and S�ab Construction. C. RCl 3[?�R - G�ide for Measuring, Mixing, Trar�sporting, and Placing Concrete. ;, D. ACI 305R - Hot Weather Cancret9ng. ,� E. ACf 306R - Coid W�ath�r Concreting. ` �'. ACI 308 - Standard Practice for Curing Concrete. ' G. ACI 31813�SR- Building Code Requirements'far S�ructural Concrete and � � Cammentary. � H. ANSIlASTM D�7v2�- Preformed Sponge�Rubber and Cork �,xpansion Joint ,. Fillers for Concrete Paving and Structural C�nsfruction. I. ASTM G33 - Concrete Aggregates. C&B 020330.010 03340 � � 20�2 Cast-En-Place Cor�crete J. ASTM G94 � Ready-Mixed Concrete. K. ASTM C150 - Portland Cement. L. ASTM C260 — Air-Entraining Admixtures for Concrefe. M. ASTM C494 - Ghemical Admixtures far Cor�crete. �.4 SUBMITTALS A. Submit under prov�sians of Sec�ion 01301. B. Produc# Data: Submit data on jolnt devices, attachmenf accessories, concrete, admixtures, ar�d fly ash to be used in concrete. C. Manufacturer's 1ns�aifation lnstrUctions: Submit ir�staklation procadures and interface required with adjacen# wark. D. Pro�ide miil certificat�s from materiai sup�lier certifyi�g that the fallowing items have been tested and comply wi�h th� Contrac� Documents. 1. Portland Cement. 2. Fly Ash, E. Mat�riaf supp�ier far concrefie aggregates ta provide wrifiten ai�idavit the fiolfowing items ha�e beer� teste� and camp�y with the req�iremenfs of the Cor�tract � Documenfs. '[. Coarse and firie a�gregat�s for narmal weight concr�te. F. Provide concrete mix designs �Fo�- differenf c[asses of cancrete required For fhe project. M9x desigr�s to incl�de f9e�d t�st data flr tr9aE m�xt�re data as requ9red �y ACI 301, C. Submif quality confrol program o'F the proposed cor�crete supplier an� provide copies nf fest r�ports. 1.5 PRpJECT RECORD DDCUMENTS A. Submit in accordance with Section D1720. Accurafely record act�aaf locations of embedded utilities and components which are canceaied fram view. T.6 QUALITY ASSURANCE A. A�I work �hap be perFarmed in �ccordance wiih ths standards ref�renced in Part 1.3. Cement and aggregate shall be abta�ned form the same source for a[I worEc. 1.7 C��RDlNATIQN A. Coardir�ate the �lacement 4f �oir�t devices with erectian of co�crete formwork and placeme�t flfi form accessories. C&B 020334.0'f 0 �33D0 - 2 2002 � Cast-ln-Pface Concrete PART 2 - PRQDUCTS 2.1 CONCRETE MATERIALS A. Gemen�: ASTM C�50, Type il unless noted. B. Fine and Coarse Aggregafes: ASTM C33. �. Do not use aggregates containing soluble salts or other.substanees suci� as ir�rt su�fides, pyrite, marcasit�, ocF�re, or ath�r materials that can � cause stains on expased cancrete s�rtaces. 2. Fin� Aggregate; Clean, sharp, natural sand free from foam, clay, lumps or other deleierious substances. Dur�e sand, �ank run sand and manufactured sartd are not accepta�le. 3. Coarse Aggregate: Clean, urtcoat�d, prncessed aggregate containing no clay, mud, loam or foreign matter, as follows: a. Crushed sfione, processed from naturaf rock or sfone. b. Wash gravel, ei#her natural ar crushed. Use of slag and pit or bank run gravel is not ��rmitted. � c. Coarse Aggregate Size: Size to be ASTM C33, Nas. 5'� or 67. C. Water, Clean and nat detrimental to cancrete. � , 2.2 ADMIXiUR�S �- A. Air Entrainmen�: RSTM C2G0; Ni�-VR manufactured by fUlas#er �uilders , , Company vr a�proved eqUivalent. B. Chemlcal Admixtures: ASTM CQ��4, as follnws; 1. Type A- Water Reducing-Pozzolith manufactured by Mas#er Builders � Company flr approved equivale��, � 4 2. Type B- R�tarding. 3. Type C - Ac.celerafing. - 4. Ty�e D- Water�-reducing and ��tardin�. S. Type E a Vllafer reducing and Accelerating. 6. Type �' � Wa#er reducing, High Range. > 2.3 ACC�SSORIES , A. Bonding Agent: Palymer resi� emulsion. :. B. Non�Shrinic Grout: ASTM C9'10�, Grade A, premixed compaund consisting of �an-mefiallic aggregate, cement, water reducing and plasticizirrg agents, ca�able `' af developing mi�imum compressive stre�gth of 2,400 psi in 48 haurs and 7,000 � ; psi in �8 days. � _ C&B 020330.01 Q 20�2 Q3300 - � Cast-In-Pla�e Cancrete 2,4 JOINi DEViCES AND FlLLER MAT�RIALS A. Joint FillerType B: ASTM D1752; Type ll CorEt a�d Type Ifl Seff-Eac�anding CarK, B. Joint Sealing �ilEer. As specified ln Section 0251�. 2.5 C�NCR�"f� M!X A. Provide cancrete wFth the follawing mix design limitations where Class "A" concrete is specified to resuft in concrete placed in the field of minimc�m compressive strength of 4000 psi at �8 tlays �ased an test cylinders w�ich are taken during concrete p�acement. Unit MeaS�'ement Minimum Campressi�e 5trength (i day) 3000 psi . Minimum Campressive S#rength (28 day) 400D psi Coarse Aggregate ASTM C33, No. 57 or 67 Fine Ag�regafe . ASTM C33 WaferlC�men# Ra#io {maximum) 0.44 by weighf Air Er�traRnment 5-7 percent Sl�mp 3 inehes plus ar minus 1 i�ch Minimurn Cement Confent 564 pounds per cubic yard B. Provide concrete with th� following m+x design fimifations where Cfass "B" concrete is specifred fo re�ult in cortcrefe pfar�d in the feld of minim�m campressive sfrength of 3000 psi a# 28 days based on test cyli�ders whici� are taken during concre�e plac�m�nt. � Unit Measurement Mi�rimum Compressive Strengfh (7 day) 2250 psi Minimum Campressive �frength (�8 day) 3D00 psi Coarse Aggregafe ASTM C33, No. 467 Fine Rggregate ASTM C33 WaterlCement Ratio (maximum) Q.54 by w�ignt Air Entrainment 4�6 percent SFump 3 ir�ches plus or minus � inch Mlnimum Cement Content 47� po�nds per cubic yard C. ProvEde concrete with the foifowing mix design limi#a#ions where Class "C° concrete is specifi�d to resu{t in concrete placed in the feld of minimum compressive strength of 2040 psi a� 28 days based an test cylinders which ar� taiten during concrete �lacement. lJnit M�asiarement Minimum Compr�ssiv� Strength {7 day) 1500 psi Minimum Compressive Strength (28 day} 20Q0 psi ' Coarse Aggregate ASTM C3�, No. 467 Fine Aggregate ASTM C33 WaterlCement Rati� (maximum) 0.82 by weight Air Entrainm�n# None Slump 4 inch�s plus ar minus 1 inch Min�m�,tn Ceme�nt Content 376 pounds per cubic yard C&B Q2Q330.01 D 03340 - 4 2002 Cast�In-P�ace Cancret� D. Provide concrete ►nrith .the follo�+ing mix design limitatiorts where G�ass "9" concrete is specified to result in high early strength concrefe placed in ihe �eld of minimum compressive o� 4000 psi at 28 days based an test cylirtd�rs which are ta�en during concrete piaceme�t Unit � M�a�urgment MinimUm Gompressive 5trength {1 day) 2000 psi Minimum Gompressive Strength (3 day) 400� psi Minim�m Compressive Sfrength (28 day) 40�0 psi Caarse Aggregate ASTM C33, No. 57 or B7 �irte Aggregate ASTM C33 Water/Cement Ratio (rnaximum) 0.44 by weight Air Entrainmeni 5-7% Sl�mp 3 inches pfus or minus 1 incF� MiNmum Cement Cnnter�t 564 pounds per cubic yard E. Trial design batches, mix#ure propor#ionir�g studies; and testing r�quirem�nis far varlaus classes and �ypes of concrete specifed shall be the responsibility of #�e CQNTRACTQR. Mixture propo�tions shall be based on compressive strength as defermin�d py fsst specimens fabricated in accordance with ASTM C� 92 and iested in aGcor�ance with ASTM C 39. Provide samp�es ofi ail materiais used in mixture propartioning studies that are representative c�f thase proposed for use in � the �roj�ct. Provide manufacturer's or producer�s test repor�s indicating compliance wifh these speeificafiions. Make trial mixtures having propor�ions, consisfencies, and aEr content suitabfe for the wark based an methodology describ�d in AEI 211,1, using at feast three difFerent water�cement ratios for each type af mixture, which will �roduce a rang� of sirength e�compassing �hase �equired for each cfass and type of concrete required or� ti�e pro�ect. The maximum uvater-cemer�t ratias will be the equivalent water-cement ratia as determined by conversion fram the weight ratio of water to cem�r�t plus pozzoian. Design labara#ory trial mi��res for rnaximum perm�tted slump and air content. � Ma[ce separaie sets of trial mixture studies for each combination ot cementitious materials and each combination of admixtures praposed far use. Ro r�ot use combinatian o�F either unfi! proven by such studi�s, exc�pt t�af, if approved in writ�ng and otherwise perm�tt�d by these specificatiions, an acc��erator or a retarde� may be used without separate tr�al mi�ure sfudy. Make separate trial ' mix#u�e s#udfes fior concreie for any car�veying or placfng method propased which requires special properti�s and far cortcrete to be placed in �nusua[ly difficuEt placing locatians. Repart th� temperaiure of concrete in eac� tria! batch. For ' each water-cement ratio, make at ieast three test cylinders for each test age ar�d cure in accordance with ASYM C 192. Test cylinders at 7 and 28 days in accordance with ASTM C 39. �rom th�se tesf resufts, plat a curve shawing the � rela#ionship betweer� water-cement ratio and strength fQr each se# of triai mix studies. In addifian, piat a curve showing the relationship between 7 day and �8 day strengths. Design each mixture to promate easy and suitable cQncrete � placemant, consalidation and fir�ishing, and to pr�venf segregation and excessive bleeding. • C&� D20330.010 �33�p - 5 2002 Cast-In�Place Concrete F. Average Campress9v� Strength R�q+�ired for Mix��res: Seiect the mixt�re prapa�tions during mixtUre design siudi�s ia produce a required average compressi�e sfrengih (f cr) exceeding the s�ecifie� compressive strengtF► {f c) by fhe amoun# in�icated �eiow. This require� average compressive s#rengtn, fcr, will noi be a r�quire� acceptance cri#eria during concrete production. However, whenever #he da9ly ave�age cam�ressive str��gth at 28 days drops �eiaw f'cr d�ring concrete production, or daify a�erage 7-day strength drops beiow a strengfih correlated �with the 28-day fcr, adjust the mixture, as appraved, ta bring �he daify av�rage back up to f cr. Durin� productivn, adjust tf�e requEred fcr, as appropriate, �ased �n the standard deviativn being attained on the job. G. Camputations from Test Records: Where a co�cr�fe production facilfty has test records, establish a standard deviation in accordanr.� with the applicable �rovisions �f AC� 214.3R. Pra�9de test records firam which a standard deviation is calcuiated, wl�ich represents materials, qualiiy control pracedures, and cor�ditions similar to those expected; represents concret� produc�ed to meet a specified strengt+� or strengths ��'c) wifif�ir� 1,000 psi of that specife� for propas�d. work; an� consists of at ieast 30 c�r�secutive tests a�d b� current to within the p�st 'C 2 mor�tY�s. A strengtf� test is the average af the strer�gths of two cylir�ders made fram the same sampfe of concret� and tested at 28 days. Far the req�ire� average compr�ssive s#rength �'cr used as tF�e basis for selecfiori �f concrete proportior�s �se the la�ger of the equa�Eans thafi follow based or� the star�dard de�iation determir�ed abov�: f cr = fc + 1.345 where units are ir� �si f cr = fc + 2.335 - 500 where units are in psi Wher� S � standard deviation Where a cancrete production facilSiy does r�at hav� t�st records m�eting tk�e requir�ments abov� but daes have a rEcord based an '� 5 io 29 consecutive tests, establish a standard deviaflon as the proc�uc� of the calcu[ated stan�ard deviation and a madifieat�on factar trom the folfvwing table; NUMBER OF TESTS _��„ ., MUDfF1CAT10N FACiOR F4R STAN�ARD DEVIATION 1.16 _ . . . _ 20 25 30 ar more �,as 1.03 �.00 � H. Comp�tations without Previaus Test'Recards: When a concrete ��oductian facility does not have sufficient field strength test recards for calculation of the standard de�iatian, determine ti�e requir�d a�erag� strength fcr as fallaws: 1. If tl�e specified compressive sfren�th fc is less tl�an 3,000 psi: � fcr � �'c � � 40� psi 2. lf the specified compressive strangth �'c is 3,000 to 5,p00 psi: f'cr= �Pc �+ 1,�ao �S� G&B 02033Q.010 03300 - S 2002 Casi-ln-Piace Cancreie 3.1 EXAMINATtON Use acceferating admixtures in cold weather anly when appro�ed by ENGlN��R. Use of admixture wi�l not relax cald weather p�acemer►f requi�ements. Do not use calcium ch�oride in car�crete or in any admixtur�. Us� set reta�dir�g admixture dt�r�ng hot weather anly when a�praved by � ENGINEER. Use air entra�ning agen� in alf concrete mix except far fr�teriQr slabs subject fa abrasion or unless otherw9se shawn. Maximum chioride ion contant for carrosian �ratection shall meet iable 4.�.1 listed in ACl J18�398R. Yesting #or chlbride i�n cvntent sha�! confarm ta AA5HT0 T260. � PART 3 Y EXEGUTION I ; �, � � 3.2 I. ,l. K. L. M. A. � Veri#y site conditions prior to canstruc�ian. B. Verirjr requiremen�s fc�r cor�crete caver over reinforcement. C. Verify that anchors, se�ts, plates, reinforcement ar�d other it�ms to be cast into concrete are accurately p{ace�, positioned securely and wi11 not c�use l�ardsf�ip in placing concrete. PREPARAT(ON A. Prepar� pr�viousiy plac�d concrete by cleaning witY� steel �rush and applyirrg bonding agent in accordance wit� manufacturer's instructions. B. !n locations wher� new �ror�crete is to b� doweled #n exis�ing work, drill ha�as in existir�g �oncrete, insert stee] dowels and pack solid with r�on-shrink grout, unless capsule anchors or other form vf fastening is shawr� ort !'Ia�s. 3.3 PLACENG CONCRETE A. Place concrete in accordance with ACI 304R. = i� Nv#ifiy �VIIN�R minimum 24 hours pri�r ta commencement af operation. , Ensure �that reinforcement, inserts, embedded parts, formed joint fillers, Joint devices and water stops ara r►ot dis#urb�d d�rir�� concrete �lacement. 1r�stali joint fillers, primer and sealant as showr� in th� Drawings in accordar�ce with manufacturer's it�structians. � C&B 020330.0�0 03300 - 7. ' ' 2Q02 Cast-In-F'�ace Cancrete E. Screed floors, maintaining s�ar�ace flatness af'/ inch in �0 feet. F. Exten� jaint �iler fram bottom of sfab fio wi�hin 1/4 inch of the �nEshed slab surface. Conform to Section 02512 for ,finish jaint seaier r�quirem�nts, �. Mainiair� records af concrete placement. Recard date, [flcation, quanfiity, air temperatur� ar�d test samples tak�n. H. Place cor�crete �ontinuously between predetermined expansion, cantrol, and �onstrt�cfion jo�nts. Do not interrupt succe�sive placernent; do nof permit cold joinfs to occur. J, Constr�ctEon joints fo be facated as indicated ar where approved. In general, locate consfruciinn jnints for supported slabs, beams and girders �ear the midd�e af the span. If a beam intersects a girder at tFtis poinf, offset the jofnt a distanc� equal to twice ihe width of the beam. 3.4 COLD WEATHER R�QUIREMENTS A. Use special pro#ecfior� measures approved by the OWNER/ENGiN�ER, �f freezing tempera�ures are antic9pated �efore the expiration Qf the �pecifed curing periad. Nlaintain the a�nai�nt t�mperaturs c�f t�e air where cvncrete is to �e placed and the temperature of surfaces to r�cei�e cancret� above 4fl degrees F. Maintain #he temperatu�e of the cor�crete when p�aced betv++eer� 54 degrees F and 75 degrees F. Heafing of tne mixing water or aggregates wiil be required tc� reg�late the concrete placing temperaiure. Pro�ide-mater�als entering ti�e mixer free from ice, snow, or froz�n lumps. Do n�t alEaw salt, chemicals or o�har materiafs on the concreie to prev�nt fr�ez�ng. Upon writter� appro�ral, an acc�ferating admixture conforming fio ASTM�� 494, Type C or E may be used, pravided it carttair�� no calcium chloride. Do not use calcium chforide. 3.5 H�T 1NEATHER REQUIREMENTS A. When the ambient temperature during concrete pla�ing is expected to exceed 85 degrees �, place and ffnish the cor�crete with pracedures previously s�bmitked and as speciffed herein. Deliver. th� concrete at a temperatUre ta the forms tnat does no# exceed ti�e temperature shown in the tabl� below when measured in accardance with ASTM C 1064. Coo[ stee� forms and reinfarcemenfs as approved prior to concrete �I�cement when ste�i t�m�sratures are gre�ter than 12D degrees F, Cool can�eying and pPacing equipment, if necess�ry, to maintain prop�r concr�fie-piacing temperafiure. During periads of I�ot weather, take the `� following precautior�s ta preven# the fnrmation af plastic shrinkag� cracics resufiing fram excessive �oss of moisture frnm the concrete: C&B 024330.010 03300 - 8 2002 Cas#-In�Place Cor�crete Maximum AIlowable Concrete Placing Tem�erature Relative Numidity, Percent, Maximum Alfowa�le Goncrete �uring Tim� ofi� Tsmperature - Concrete Piac�m�r�t Degrees Gre�ter than 60 90 � 40 to 60 85 F Less than 40 80 F 3,6 PREVENTION OF PLASTIC SHRiNKAGE C�ACKING A. Be alert to the tendency for plasfic shrinkage cracfcs to develop and shall insfiitute m�asures to pravent this during hofi weather wiih Iow humidity, and pariicufarly with apprecia�f� wind, as wel� as intc:rfor placements when space heaters produce low humidity. Take particular care if plastic shr€nkage cracking i5 potentfa�Iy imminent and especialiy if it has deve[oped during a previous placement. Periods of higf� patential f4r plastic s�rinkage cracking can be an#icipated by use of Fig. 2.1.� o€ ACI 305F�. Rn addition further proiect ti�e concrete placemenf by erectinc� shades and windbreaiCs and by ap��ying fog sprays of wa#er, sprinkling, ponding or wet cavering. Fill plastic sE�rinkage cracfcs tf�af occur by injection a# e�oxy resin as dir�cted, affier the concreie hardens. Do not trowe{ nver ��astic shrir�kage cracRcs or f911 with slurry. 3.7 CONCR�TE FIhIISHING A. Provide formed concret� surfaces ta �e �eft expased w+th smooth rubb�d �inis�. B. Apply non-slip broam fnish to extariar co�c�-ete pla�`arm�, StE:�S, and ramps, ar�d elsewhere as shown on #he Plans ar in fifie schedules. Immediately afte� trowel finist�ing, sGgh�4y roughen the co�tcrete st�rface by hraam�ng in fit�� d�rection perpen�icular ta the main traffic route. Use fiber-�ristle �room unless atherwise directed. Coardinate t�� requ9r�d fir�a! finish with th� ENGINEER befior� ' applicatior�. C. Steel #rowel surfaces which are sche�u�ed ta be exposed. 0. Ir� areas with filoar drains, mainfain floor elevatian at wails. Pitch surfaces uniformly to drains at namirral sl�pe 9ndicated on the Plsns. 3,8 CURING AND PRaT�CTiON A. Curing shall conforrn ta the re�uiremertts o� AC13fl8. B. Curing aPeratians sk�al{ folfow finishing operations within 2 haUrs an� shafl continue for 7 day5. C&B 020330.Q40 a330� - 9 2D02 Cast In�Place Concrete C. Cur�ng shall be accomplisFted by one of the follawirag meti�ads: 1. Ponding or contir�uously s�rinEcling. _ 2. Absorptive ma#s or fabrics kept continuo�sly wet, 3. U�e of approved curing compounds. Curing corr�paunds shal{ r�ot be used on any surface which wi�! receive additional c�ncrete or where concrete hardeners ar terraz�o floors are scheduled to b� installed. R�mave the �ompound film from aIl expose� sUr�aces at the end of the curing periad. 3.9 FlELD QUA�lTY CONTROL A. Ind�p�ndent Testing �abaratory tv provide testing services. Testing and inspection serv'rces to include th� following ifems: �. Review concr�te mix de5igr� far each class of concrete. 2. lf required by �WNERI�NGIN�ER, inspect concrete batching, mixing and �elivery operatian� 3. Provide tesfing of concrete for every 75 cu�ic yards of each cfass of concrete piaced. �f the toial q�antity o� concrete placed on a given day is fess tF�an 75 cu�ic yards make one set af test cyiind�rs. A set of t�st cylinders is defined as faur concrete cylinders. Ma[ce the cor�creie cylir�ders �er ASTM C 3� . i"�st eac� set af fiest cylinde�s far the fia{lawing items ar�d prepare test reparts and se�d to tl�e OWNER, ENGINEER an� Ct�NTRACTOR; a. Compressive Strength T�sting� PerForm test p�r re�uirements �f � ASTM C 39. Test one cylinder at T r�ayst two cyfir�ders at 28 days. Extra cylinder will be tested at aG days, ifi required, �. D�termi�e slum� for each set af #est cy�inders per requ9rements o� ASTM C 9�43. c. �eiermine tem�eraiure of each set of test cylinders per requir�ments of ASTM C 1064, d, Determine amount of air conter�t in each se# of test cylinders per ASTM C 138, ASTM C 1i3 ar ASTM C 231. lndepencEent Testing Ager�cy to determ�ne the appropriate tesf inethod. �4� WY�en required by ENGINEER or OWNER, iest hardened cancrete as fnllows: a. Nondestructive Testing� Use the r�bound }�ammer per requiremenfis af ASTM C SQ5 or pufse ve�ocity mefihad per requir�mer�fs af ASTM C 597. b. Core concret� per tl�e requirements of ASTM C 42,Take ane additiona� test cylinder during coid weath�r concretfng and cur� on job sfte under �I�e same conditions as concr�t� it represents. 3.10 PATCHIN� A. AAow OWIVERI�NG[NEER to inspect concrete s��Faces immediately upon remavaE of fiorms. C&B 020330.0'!0 03300 - '10 2002 Cast-In�Place Concrete B. Excessive haneycomb or embe�ded c�ebris Ir� co�tcret� is nof acceptable notify OWNERIENGINEER u�on discovery. C. Repair form tie l�ales requiri�g repair and athe� �e�'ec#s whose depth is at least as great as their surFace diameter buti not over 4 ir�ches, by the damp�pacfc martar method. Ream form tie holes and cut out other similar defects to sound cnr�cr�te. Thoro�ghfy c�ean, thora�ghly w�t, brush-coat with a#hin coat o€ neat cement grout and fifl the void with mortar. Provid� a stiff mix of mortar ofi 1 part poriland cement to 2 parts fine aggregaie �assing the no. 16 mesh sieve, and minimum amo�ar�t of water. Only use sufficienfi water ta produce a mar�ar which, when used, will siick toge#her on beir�g malded into a ball by a slight pr�ssure of the hands an� wil� not exude wa�er but wEll leave �he hands �am�. Mix mortar and aElow to sfar�d �for 30 io 4� minutes before use with remixing perFormed [mmedia#ely prior to use. Thoroughly tamp markar in place in thin layers using a hammer and nardwood bfocic. Compieiely fiil holes passing entirely throt�gh walfs from th� inside �ace by farcir�g martar thro�gh.io the autside face. Pack a!I holes full. Mois� cure damp-pack r��a�r� for at least 48 haurs. . D. Remove �ef�ctive concr�te, �xtend removal info camplete�y sound concrete. ' Use qn�y appraved equi�ment and prac�dures which wil! not cause cracking ar micracracking of the sound concrete. #f reinfarcemer�t is encountered, remove ` cvncrete so as to expose the reinforcement for at least 2 inches on a[I sides. Outiine a!! such defecfi�e areas greater than 12 square inches f�y saw cuts at leasf 1 inch deep. Ouflin� defeciive areas less than '�2 square inches by a 1 inch dsep cut w�t� a core dril� in I�eu� ati sawing. Provide a!l saw cuts �itl� straight lines . in a reetangutar pa�terr� in line with the formwork panels. After concrete removal, thoroughly clean the suffac� by high pressure washing to remave a�l loos� � materiaL Keep surfaces cor�t9nua�ly saturated for the first 'f 2 of the 2� hours immediatefy bef�re p�acing mortar and keep damp but not wet at the time af commencing martar placement. Eifih�r hand-placed morkar or mor�ar plac�d with . a mortar gun may be used, If nan�-placed mortar is used, pravide #t�e edges of the c�at perper�dicul�r to the surFace of t�e concrete. Brush coat the prepared ' are� wiih a t�ir� coat o� neat cement grout, Make ��te repair usir�g a stiff mortar, , preshrunk by a1lovuing the mixed mort,�r to stand for 30 to 45 minutes and then ' remixed, t�oroughly tam�ed into place in thin layers. If hand-place� mortar is � used, iesf each repair area far drumminess by firm�fappir�g witf� a hammer an� lnspect for cracks, in the presence ofi the independent testing a�ency, '' irnmediaiely befiore compl�tion of the confiract, and to replace any showing � �rummir�sss ar crackin�.. If morka� placed with a martar gun is �sed, us� a smali compressed a�r-o�erated gu� to which the mar�ar is slawfy hand fed and which : applies tl�e mor�a� to the sur�ace as a higi�-pressure str�am, as approv�d. ,, Repairs made using shoterete equi�ment wi�l not be accepted, The martar used ta be the same martat' as specifie� for damp-pac� mor�ar repair. [f gu�-placed mortar is used, bevek fhe edges of the cut toward the center at a s�ope of 9:1. � Keep ali s�rface apptied mortar repairs contin�ously maist far at least 7 days. Provide ma�st curi�� cohsisting af severa! layers of saturated bur�ap appjied to th� surfiace immediate}y after piacem�nf is complete and covere� with C&B 020330.0 � 0 03304 - � � 2002 Cast-ln-Plac� Concrete i pofyethylene sheeting, all held cfasefy in place by a sheet of p[ywood or similar materlal �igidly �raced aga'snst it. Keep burlap continually wet. 3.19 QE�'�CTIVE CONCR�TE A. Defective Concrete: Cvncrete not cor�farm9ng ta required lines, details, dim�r�sfans, folerances or specified requir�ments. B. Repair or repiacement of deiective concrete will be as determined by fihe OWNER or ENGINL�ER. C. Do r�ot patch, fil�, touch-u�, repair or replace defective concrete except upon express di��ction of 4WNER or ENGIN��R for each i�dividuaf area. 3,1 � SCHEDULE - CONCR�YE TYPES A, Class "A" car�cre�e s�al! �e st�e{ reinforced ar�d shail i�c4ude tl�e fiollow9n�: 1. Fo�andations 2. Walls 3. Slabs 4. Beams �. Girciers 6. Cal�mns i. Equipment BaSes. B. Class "�„ concrefe s�aU be steel re9nforced a�d sl�al� include th� fallawing: 1. Sfandarr! pipe suppor�s 2. Cur�s and gutters 3. Sidewalks 4, auctbanks 5. Manhol� �ases 6. Street paving 7. Thrust blacics 8. Pipe encasements. C. C1ass "C" cor�crete shali be placed with ar� without forms and snalf be unr�infarced. It is in#ended for use in the fallowPr�g applicafiions. 1. Concret� fill 2. Working slab. D. C�ass °D" concrete sl�alf be steel reinforced and shal! be piaced where high earfy strength c�ment is specifed. 3.�3 SCH�DULE - CQNCRETE FlN�SHES A. Pravi�e smooth�rubbed �inish, r�bbing cancrete with a carbarundum brick no lat�r thar� �ne day after form removal, far the following locations: 1. Interior exposed walls and ofher interior �ertical surfaces. C&B a2�330.0�0 03300 � 12 2002 Cast-In-Place Cancrete 2. Exterior exposed wai�s and other verticaE surfiaces dawn to two fieet below finished grade. 3. �xposed beams and undersid�s of elevated sia�s. 4. interior �ertical surtaces af liquid can#aining structures down to one foofi �efaw liquid le�el: � B. At taps afwalls, horizontal offsets, and similar un#nrmed surfac�s oceurring ' adjacent to the formed surfaces, strike-off smooth and finish with a texture matching ad)acent farmed surFaces. Continu� the final surface treatment oi formed sur�aces uniformly across the adjacent unformed �urfaces unless otherwise shown, ,� C. I'rovide rough-form. finish with fiie�holes and impe�fectior�s repair�d and with fins and athEr prajections exceeding 114 incE� rubb�d �awn or stripped off a# the � folfowing lacations: � 1. Exterior ver�icaf surtaces up to two feet balow finished g�ade. 2, Interior verticaf surfaces af liquid containing structures up to one foflt belaw fiquid levef. D, Chemical-Hard�ner Finish: App�y chemical-hardener finish to infieriar concrete flaors where shawn on ih� Plans of in schedules. 9. �laor Hardener: Harder�ing agen# �or exposed concrete floars shall �e a co{oriess aqueous salution ofi z,inc andlar magnesi�m ffousilicate, ar of sodi�am silicate. Each gapon of the flousilicate solu#iar� shall contain not less ihan two pounds of crystals. Th� sodfum silicate solution shall be 32 percent by valume of 4� degree �aume sod�um silicate. A propriet�ry r hardener may be used pravided fhe salution is d�iivered ready for use'ir� tha manufacturer's original containers. Na cambinat�on chlarinafed r�6ber curing-hardening maferial will be considered in lieu Qfi th� maferial s�eci�ed for chemicai floar hardener. 2. The floors shall be #haroughly cur�d, clean�d, and perFectly dry with all . wflrk above tf�em completed. Zinc andlor magnesium flousilicate shail be applied e�enly, using 3 coats, allowing 24 hou�s �etween coats. The first coat shall �e 114 strength, the second caat �12 s#rength, and the third coat �13 strength�. Each coat shall be applied so as ta r�main wet on the concrete surface for 15 minutes. Sodium ssficate shall be applied fuil strength at the rate of 113 galfar� per 100 square feet. Pro�rietary f�ardeners shall be applied in accordance witi� manufacturer's instructiar�s. After the final coat is completed, the dry surplus hardener shal� be rema�ed from the surtaces hy scrubbing and mopping with water. END O� SECTION C&B 020330.0� 0 03300 -� 3 2002 Cast-1n�Place Concrete 1 sECTioN n�sna GROUT PART � - GEN�RA�. 1.1 SCOP� OF' WORK A. Prov€de grout as shown an the Plans ar�d as s�ecitied f�erein. ,� B. Graut shall be placed at the�following foca�ions: 1. Equipment i�ases. 2. Foundation grouting. 3. Wher�ver so indicated on the Plans. C. The types af g�'out used shall include #he fc��lawing: � 1. Non-shrinK, epoxy type. � �. Non-shrink, non-me�allic typ�. � 3. Ordinary cement-sand, 1.2 RELAT�D WORK AND S@�CIFICATIONS A. Section 03300: Cast-In-P{ace Cvncrete. 1.3 REFERFNCED STANDARDS A. ASTM C'I44 - Aggregate for Masonry fl�lartar, � B. ASTM G� 50 - Ror�fand Cement. � C. ASiM.C1 D9 - Compressive Strength of Hydraufic Cement Martars (using two � inch or fifty millimeter G�be Specimensj. � D. ASTM C191 - Time af Setting of Hydraulic Cem�nt by Vicat Needle. E. CRD�C-588 - 5pecificatians for Nan-5hrink Grout. � F. ASTM C33 - Stan�ard S�ecifications %r ��ncrete Aggregate. . . �.4 S[JBMITfALS ' � fn additior� to al� other appropriate requirements of Section Q130�, the CONiRACTOR � shafl submit tl�e faflawing: A. Re�ord Data, 1. 1. Submit cti�ies of manufacturer's speci�catiflns and instaliatian Pnstructions for all propriefary materials. C&B Q20330.010 Q3600 - 9 20p2 Grout � � � B. Reports and Certifications: '[. For proprietary maf�rials, submit copies af reports on qua[ity contro] test�. 2. Far nonproprietary materials, submit certification thaf materials meet specification requirements. �.5 PRODUCT �E�.lVERY, STORAGE AND HANDLlNG A. Delivery o� Materials: Graut materia[s from manufac#urers shall be defi�ered in unopened contafners and sf�all bear intact manufacturer`s �abels. �. Sforage of Materials: Graut materials shafi be stored in a dry shelter and shal[ be protected from moistur�. PART 2 - PRODUCTS 2,1 MAT�RIALS A. Nan-metallic, 100 percent solids, high strength epoxy grout. 1. Use clean, well graded sand with epoxy resir�s sui#able for use or� dry or damp surtaces. 2. Praduct and Manufacturer: a. Euco High Strength grout by the Euclid Chem�cal Cnmpany. �, Sikadur Hi-Mad Graut by Sika Chemica! Com�any. c. �ive Star Epaxy Grout �y U.S, Graut Carporafiion� B. Nan-Shrink, NoneMetallic Grout: 1. Pre-mixed non-stain�ng cementious graut requiring oniy #he addition of water at the-jobsite. 2. Product and Manufacturer: a. Euco N-5 by the �uclid Chemical Company. b. Mastertlow i13 by Master Build�rs Company. c. �ive Star �y U.S. Grout Corporation. G. Ordinary Cement�San�f Graut: ' 1. �xcept where atherwis� specifiied, use one part c�ment #o thre� parts sand complying with the following: a. Cement: AST�I C150, Typ� �I. b. Sand: ASTM C33. . 2. Where water rep�lling and shrinkage reducing req�airements are shnwn ar specified, use admixtures. 3. Product and Manufacturers: a, Ir�tegral Waterpeller by the �uclid Ct�emical Gampany. b. O.micron, Ty�e OM �y Master Builders Campany, c. Hydracide powder by 5or�nebornaCantech. C&B 020330.01Q 03600 - 2 2042 Grout D. 11Vater: 9. Use clean, fresh, potable water free from in�urious amounts of ails, acids, alkalies or arganic matter. PART 3 - EX�CUTIQN 3.1 INSTALLATION A. Gene�-al: 'i. i'lace grout as shown in accordance wit� manufacturerQs �nsfruc�ions. if manufacturer's instructions cnnflict with ihe Specifiications, do nof proceed until OWN�� or �NGINEER provid�s cfarification. �. Drypacking will not be permitted. , 3. It sha�l be the CONTRRCTDR's responsibility to obtain the services of a quaG�ed, full time employee of #he manufacturer ta aid in assuring proper use of the product under �ab conditions. �4. Pfacing grvut shall conform to tempera�ure and weafher limitatians as s#ated in manufaeturer's instructions. B. ��uipment �ases: �. After shimming eguipment #a proper grade, securely #ighten anchor bolts. 2. Properly form around the bas� plates, al[awing s�fficient rqam around #he edges for placing the grout. 3. Adequate depth between the bottom of the base plate and the top of cancrete �ase must be pro�ided to ass�re tha� t�e void is campletely filled with non-metaliic e�oxy grau#. C, Handrails and Railings; 1. After pasis have been praperly inserted �nto the �oles or sleev�s, fi[I the annuEar space befween pasts and sleeve with the non-shrinkz non- metaliic grout. 2. Bevel grout atjuncture with �ast so �hat moisture flows away from post. 3. Side mounted �andrails do no� raquire grou�. €N❑ OF SECTION C&B 020330.Q10 03600 - 3 2002 G rout �. �� SECTION Q406� MP+SONRI' MORiRR'AND GROUT PART 1 - GEN�RAL 1.� SI�CTfON INCI.UD�S A. 5eciron irtclu�es martar and grouk for masonry. 9.2 RE[.ATED S�CTIONS A. Section 04820 d Reinfarced Unifi Masonry Assambfies: InstaElation of mortar and grout. �. Sec#ion �8112 - Standard Steel Doors an� Frames: Grouting steel ddor frames. 1.3 REFERENCES A, ASTM C� 44 - Aggregate far Maso�ry Mortar. . B. ASTM C 150 - Portland Cement. � C. ASTM C� 207 - Hydrated �ime far Masonry Pu�poses. D. ASTM C 270 � Mortar fQr Unit Mas�nry. � �. ASTM C 404 � Aggregates for Masanry �raut. F. ASTM C 476 - Grouf far Masonry. G. ASTM C 78� - Preconstruc�ion and Construcfion Evaluation o� Martars for PlaEn an� Reinforced LJnit Masanry. - H. ASTM C 1�19 - Sampling and Testing Grou#. i. ASTM C�314 - Canstr�cting and Testing Masonry Prisms lJsed ta �etermir�e Gompiiance with Specified Compresslve Strength of Masor�ry. J, ASTM G 9 357 - Evaluating Masonry �on� Sirengt�. K. MSJC Code - ACI 5301ASCE �ITMS �p2 - Building Code Requirements far Masonry Structures. � L. MSJC Specification - ACI 530.RIA5CE 61TMS 6Q2 - Masonry Structures. C&B Q20330.d�0 �4Q65 - 1 2002 Masonry Mortar and Grout � .4 sueM�rrA�.s A. Samples: Submit two samples of moriar, iil�stratfr�g mor�ar color and color range. B. Design Data: Submit design mix, indicate Proportion or Property method uscd, required environmental conditions, and admixture limiiations. C. Tesf Reports: 1, Submit repor�s on martar indicating conformance of mortar to property r�quiremenfis �f ASTM C 27D and test and evafuation reports to ASTM C 78D for aggregate ratia and water content, air content, consistency and compressive strengfif�. 2. Submit reports on grout i�dicating confnrmance of grout to property raquirements pf ASTM C 476 and test and eval�ation reports to ASTM C 1019, D. Manufacturer's Certifiicate: C�rtify thafi products meet ar exceed specif�ed requiremenfs. 1.5 QUALlTY ASSURANC� A. Perform Vllork in accordance wRfih the MSJC Code and MSJG Specification, �,6 ENVlRONMENTAL REQU�REM�NTS A. Maintain materials and surraundir�g air temperatures to minimum �a degrees �' pr�ar ta, during, and 4S hours af#er completion of masonry work. 9.7 DELIVERY, SYDRAGE, AND HANDLING A. Maintain packaged materiafs clean, dry, and protected against dampness, freezing, and fo�-eign mat�er. PART 2 - PRODIJCTS 2.9 MORTAR AND MASONRY GR�UT A. Man�facturers: � 1. Blue Circle Cement. 2. Citade� Cement. 3. CTS Cement Manufacturing Co, 4. Davis Colors. 5. Lehigh Portland Cement. 6. Medusa Cemen# Co. 7. Texas Industries (TXI}. 8. The Qu�krete Campanies. , C&B 020330.0'[ 0 Q4�65 - 2 24Q2 Masonry Mortar and Grout 9. Solamon CoEors. 1 fl. Southern Groufs and Mortars. 2.2 COMPONENTS , A. Partla�d Cement: ASTM C 150, Type I, gray or white colar as required to achiev� specified mortar color. B. Mortar Aggregate: �ASTM C 144, standard masonry type. C. Hydrated l.ime: ASTM C 207, Type S. D. Grout Aggregate: ASTM C 4��4, fit�e and coarse. E. Water; Clean and potab[e. ' �. Mor�ar Golor: Mineral axide pigment; co[or as se�ected. Maximum three percent by weight Por�land Cement cantent. G. Pumping Aid: Liquid type. H. �xpansive Ager�t: LEquid type. 2.3 MIX�S '� A. Mortar Mixes: . � 1, Martar For Structural Masonry: ASTM C 27Q, Type S using the � Proportian specificat�on. . ` 2. Morkar For Non-Structural Masonry: ASTM C�i0, Type N using the Proportio� specificatinn. 3, Pointing Mor�ar: ASTM C 270, Type N using the Propflrtion specification, with maximum two perceni ammonium siearate or calcium stearate per ' cement weig�t. B. Martar Mixing: � 1. Thoroughly mix mortar ingredients in accordance with ASTM C 270 and ASTM C 780 in quantities needed for immediate use. � 2. Achieve t�niformfy damp sand immediately before t�e mixing pror.ess. � 3. Add mortar color and admixtures in acco�dance with manufacturer's instructions. � Prav�de unifiormity of mix and coloratiar�. � 4. Do not use anfidfreeze compounds to lawer the fireezing point of morkar. , 5. If water is lost by evaporation, retem�er only within two hours af mixing, 6. Use mortar within tirvo �tours afiter mi�ing at temperaiures of SQ dagrees F, or two-and-vr�e�half hours at temperatures under a0 degrees F. � C. Grout Mixes: 1. Graut for Non-StructUral Masonry: 2,000 psi sirength at 28 days; 8 to 11 inches slump; mixed in accordance with ASTM C 47�i fine groufi. C&B 02fl330.0'f a 04065 � 3 2002 Mas�nry Mor�ar and Graut I � B. Product Dafa: S�rbmit data far masonry units and fabricated wire reinforcement, wal! ties, anchors. and o#her acces�aries. C. Samples. Submit four samples of decorative biock un�ts to ilfustrate color, texture and extremes of colar range, D. M�nufacturer`s Certificate: Certify t�af products me�t or exceed specified �equirements. 1.5 QUALITY ASSURANCE A. PerFarm Work in accardance with MSJC Code and MSJC Specifcation. B. Maintain on� copy of each-doct�ment on site. C, installer Qualifcations: CQmpany specia�izir�g in perForming Work of this section with minimum three years documenfed e�cperjence. 1.6 ENVIRONM�IVTAL REQIJIR�MENTS A. Hot ar�d Cold Weafiher Reqairemer�fs: MSJC Specification. �.7 COORDINATION A, Caordinate masanry wark with insfallaiion af window and doar anchcars. PART 2 - PRO�UCTS 2.1 RE1NFaRC�D UN[T MASpNRY ASSEMBLIES A. Manufacturers: 1, �est Block Co. 2. Betco 81ock. & Prflducts, lnc. 3. Featherlignt. �4. Dldcastle ArcF�itecturaf Products. 5. Shiely Masnnry �raducts. B, 5nlite Cprp. 7. Trenwy�h Ind�stries, Inc. 2.2 COMPONENTS A. Hollow Load Bearing Concrete Masonry Units (CMU}: ASTM C 9D, Type f- Moist�re Con#ralle� normal weight. B. 5alid l�aad-Bearing Concrete Masonry Units {CMU): ASTM C 90, Type f�- Moisture Controiled normal weight, C&B 020330.010 Q4820 - 2 ���� Reinforced lJnit Masonry assemblies u 2.3 �1CCES50RiES A. Sin��e Wythe Jaint Reinforcem�nt: Ladder type; steel wire, hot dip ga��anized to � ASTM A fi4� Class 3 afte�- fiabricafiion, cold drawn s#eeE wire confvrming to ASTM A 951, 3116-ir�ah side rods with 9 gage cross ties. B. Reinfarcing Steel: ASTM A 6151A695M, 60 ksi yield grade, defarmed billet �ars, uncoated finish. C. Wafl Ties: �'ormed stee! wire, 114-inch thick wit� 12 gage backup plate d�signed for fastening to back�p maferial, adjus#able, hot dip galvanized to ASTM A 1531A153M B2 fin�sh, D. W�Id on Ties: 114-inch diameter by 9 inches galvanized fo ASTM A� 531A 153M B2 finish. [!se wit� vee wall tie, 914-inch diameter wire, gal�aniz�d ta ASTM A� 531A 'I53M B2 finish. � �. Anchar Bofts: Headed J-shaped ar L-shaped size and spacing as indicated on Drawing or 112-inch diam�ter at 24 inches on cenfer if not noted on Drawing. Ho� di�ped galvanized caating as per ASTM A � 23. F. Martar and Grout: As specified in Section 04065. � G. Flexible Flashings: Ful�y adhered, s�lf seafing, self-�eaNng, cold appfied, composite flexible flashing; 40 mif thickn�ss. . 1. Acceptabl� �roduct: PERM�A �ARRIER, as manufactured by W:R. Grace Construction Praducts. � 2. S�bstitu�ior�s permitted under provislons of Section 01630. H. Stainfess Steel; ASTM A 866, Type 304s 26 gage. Prorride stainfess steei flashing with fiarmed dri� at #erminafiions of flexible ffashings. I. T�rmination Bar: Aluminum, 60G3 alioy, mill finish. Nominal .Q9 ir�ch thickness with 45 degree angEes fop for seal�nt applieation. J. Lap Sealant: Acrylic type as specif�ed irt Sectian 07920. , K. Preformed Control Joints: Rubber material. Provide with corner and tee accessories, cement fused Joints. L. Joint �iller: Closed cell rubber; oversized 50 percent io joint width; self expar�ding; maximum lengths. M. Building PaperlMoisture Barrier: Equal to "Vycor lJlfira� as manufactured by the , W.R. Grace Company. N. Nai�ing Strips: So�twood, preservative treate� �or maisture resisfance, dov�tai{ shap�, sized tn masanry joints. � C&B 020330,010 0482Q - 3 , � 2pp2 Reinforc�d Unit Masanry Assemblies I. Reinforcement Artd Ancharages - Muitiple Wythe �nEt Masonry, �. fnstall horizontaf joint reinfoTcement 'I6 ir�ch�s on cenfer. �, Place masonry joint reinfarcement in first and second horizontal joints abave and �elow openings. Extend minimum 1 B inches each side of opening. 3. Place joinf reinfiarcemenf cor�fiinuous i� first and second joint �e[ow top af wails. 4, Lap joint rei�forcement er�ds minimum 'f 2 inches. 5. Support and secure reinforcing bars fram displacement. MaintaEn posifion within '!/2-incF� of dimensioned position. 6. Embed anchors embedded in cancrete or attached fa structural steel members. �m�ed ancharages in every secand block joint. . J. Masonry Flashi�gs: 1. �xtend flashings horizontaily through outer wythe at foundatian waifs, above ledg� or shelf angles and lintels, under parap�f caps, and at bottom Qf walls, and turn down on a�tside face fo form a drip. 2. Turn f�ashing up minimum 8 inches and anchor witl� termina�ion bar and mastic bea�. 3, Lap end joints minimum 12 inches and seal watertight. 4. Turn flashing, foEd, and seai at corners, b�hds, an� infierruptions. K. Stainless Steel Flashi�gs: Provide stainless steel ffashing wi#h �orrned dr�p at terminations of fiexible ffashings. Seal iaps in stainless stee� flashings in sealant. L, �intels: 1. Ir�stal! fnose sfieel lintels over apet�ings. 2. Install reinforced �nit masonry lintels aver openings where steel or precast concrefe �infels are not scheduled or indicated. Openings Up To 42 inches Wide: Place two, No, 4 reinforcing bars 1 inch from bo#tam web. Openings From 42 inches �p Ta 72 inches Wide: Place two, No, 5 reinforcing bars 1 inc� from boftom web, �per�ings Over 72 inches: Re.info�-ce openings as indicated. Do �not spfEce reinfiorcing bars. Suppor� and secure reinforcing bars fram displaeement. PEace and consofidafe grout fill wEtt�out d�splacing reinforcing. Allow masonry lir�tels to attain specified strength before removing temporar-y supparts. � Maintain minimum 8 inch bearing for steef lir�tel on eac� side of opening. Pravlde 3/8-inch gap beiween each end of fin#�I angf� and a�jacent masonry for thermal expans�an. Maintain gap with the �se of an expansion joint filler t�eld �12-inch in from exterior fiace flf masonry ta accep� sealant. Provide slip plan� membrane betwe�n l�ntef bearing boi�om and top o� s�pparting masonry for therma[ expansion, 3. 4. 5. 6. 7. 8. 9. � �. �1. 12, C&B 020�30.010 04820 - 6 ��Q2 Reinforced Unit Masonry Assembli�s M. Grouf�d Components: 1. Reinforce bond beam as indicated fln drawings 2. Reinforce pifasters as indicafied on drawings. 3. Rap splices bar daameters required by code. 4, Support and secure reinforcing bars fram dispiac$ment. 5. Place and consalidate� grout fill without displacing retnforcing. fi. At bearing locatians, fill masanry cares wifih gro�t for a minimum 24 fnches either side af opening. N. Reinfarc�d Masonry; 1. Lay masonry units wifh ceifs verticafly a[igned and cavitiss between wythes clear of mortar and u�obstructed. � 2. Place reir�forcing, reinforcement bars, ar�d grout as ir�dicated, 3. �plic� reinforcement in accordance with Sectian 032QD. 4. 5uppor# and secure reinforcement fram displacemenf. 5. �face and consolidate grout fill without displacing reinfarcing. �, P{ace grout in accordanc� with MSJC Sp�cification. O. Contral and Ex�ansion Joinfs: 1. Do nflt continue horizontal joint reir�foreemen� through contro4 and expansion jaints. �. �nstall p��formed control joint de�ice in 24 inch lengths. 3. Size contral joint in accordance w�th 5ection 0792Q for sea�ant per�ormance. . 4. Form expansion joint by omitting mnrtar and cutting unit to form an open space. � P. Built-In Work: 1. As work progresses, install bui�t�in metal doar and glazed frames, fabricated meta! frames, window frames, waod nailing strips, anchor bolts, plates, and other items to be built-in warK and furnished by other secfions. 2, Install built-in items pfumb and level. 3. Bed anchors of inetal �oor and glazed frames in adjacent mortar joints. �ilf frame voids solid with grout or martar. Fill adjacent masonry cores � wi�h grout minimum 24 inches irom framed openings. 4. Do nat build in materials subject to deterloratior�. Q. Cutting And F+tting; 1. Cuf and fit for c�ases, pipes, condu'rt, sleeves, and grounds, Coordinate with other sectlans af wark tt� provide correc� s�ze, shape, and locatiart. 2. Obtain appraval prior to cuttEng or fitting masonry woric not indicated or where appearance or strength of masonry work may be impaired. R. �ampproofing: Provide trowel applied eald aspnalt bituminous dampproofing where s�r�wn. Appfy cantinuous over entire exterior fac� nf cancr�te masonry unit bacEt-up wall where brick ar ather masonry veneer is present. Contir�u� C&B 02a330.D1Q ��820 - 7 2002 � Reinfarced U�it Masonry Assemblies dampproofing beyond concrete masanry ur�its to also cover poursd�in-place cor�crete foatir�g, �eams and siem walls. 3.4 ER�CTfON TOL�RANC�S A. Maximum Var�iatior� �rom AEignmen# of Calumns ar�d Piias#ers; 114�inc�. �. Maxfmum Vari�tion Fram Unit to Adjace�t Ur�it. 1116-inch. C. Maximum Variation from Plane af WaIL 114�inch in � Q feet and 1!2-inch in 20 feet or more. ❑. Maximum Variation from Piumb: 114-inch per s�ory r�ancumu�ative; 112-inch in two stories or more. �. Maximum Variatior� from Level Coutsing: 118-inch in 3 feet and 114-inch in 10 feet; 112-inch in 30 feet. F. Maximum Variatian of Joint Thickness: 118-inch in 3 feet. G. Maximum Variation from Cross Sectianal Thickn�ss af Waps: 114�inch. H. Maximum Variati4n for �ieel Reinforcement: 1, Plus ar minus 912-inch when disfanc� �rvm cente�line of steel to opposite face af masonry is 8 incl�es or fess. 2, P�u� ar minus � inch when the distance is between 8 and 24 ir�ches. 3. Plus or minus 1�414 �nch when the distance is greafer than 24 inches . 4. Pius or minus 2 incftes from the focation aEong fhe face of fFte wal�. 3.5 FI�LL� QtJALfTY C4NTROL. A. Co�crete Masonry Ur�its: �esf each ty�e in accordance with ASTM C�4Q. 3.6 CL�ANING A. Remave exeess mortar and mortar smears as wnrk progresses, B. Replace defective mar�ar. Match adjacent work. C, Clear� soiled s�rfaces witi� cl�aning solution, D, Use non-metallic tools in cleaning operations. �. Products containing acid in any form shall not be allowed �fnr cleaning. , END OF SECTION C&B 020330.01 � Q4820 � 8 2002 Reinforced tJr�it Masonry Assemblies i� SECTION 05�20 STRUCTURALST�EL � I� I �� I ; PART 9 - GENERAL 1.� SUMMARY A. Section includes structural steef framing members; base or bearing p�ates; anchor bolts for structural steel; beams, girder�; bracing; coiumr�s, posts; ' connecting materials for framir�g strucfiuraf steel to sfructural steel; fasteners far connecting st�uctu�raf steel items; permanent shop bolts; shnp bolts for shipment; field bolts for permanent connectior�s; permanent pirts; wedges, shims, a�d [eveling scr�ws; and grouting under base p1a#es. 1.2 REFERENCES A. AISC - Specifiication for Str�actural Steel Buildings, Allowab�e Stress Design (ASD). �. AISC - Code af Standard Practice for Structural Steel Bu�ldings and .�ridges. - C. ASTM A 36 � Garban Sfnactu�al Ste�l. . D. ASTM A 123 - Zinc (Hot Dipp�d Galvanized) Coat�ngs on �ron and Steel Praducts. E. ASTM A 153 - Zinc Coating {Hot Dip) on �ron and Sfieel Hardware. F. ASTM A 32� - Structural Bolts, Steel, Heat Treated, 1201'i05 ksi Minimum Tensile Strength. . G. ASTM A 449 - Tempered Stee[ Bo[is and Siu�s. H. AS�M A 50Q - Cold-Fvrmed Welded and 5eamless Carbon Sfeel Structura! Tubing 9n Rounds and 5hapes. I. ASTM A S0� - Hat-�ormed Wefded and Seamless Carbon Steel Structural Tubing. J. ASiM A 563 � Carbon ar►d Allay Steel Nuts. K. ASTM A 992 -- SteeE for Struct�ral Shapes for Use in Buifding �raming. L,. ASTM F 959 - Compressible-Washer-Type Direcf Tensian Indicators for Use with Structural Fasteners. C&B 020330.010 0�120 -1 �pp� Structura� Steel M. AWS A2.4 - S#andard Symbols for Vllelding, Brazing, and Nandestructive Examinatian. N, AWS D�.1 - Structural Welding Code � 5teel, �. SSPC Paint 20 -�inc-Rich Primers (1"ype I-"Inarganic" and Type [I �"Organic"). P. SSPC SP 3� Power Taol Cleaning. 1,3 S�BMfTTAl�S A, Shop Drawings: - 1. f ndicate profiles, sizes, spacing, [ocations of strt�cfura! members, openir�gs, a#tachmen#s, and fasteners, 2. Connectians. 3� Cambers. - 4. lr�dicate weided connections with AWS A2.4 welding symhols. lndicate net weld Eengths. 5. Calc�Iations for �connectians. B. Mi[I Test Reparts: Submit i�dica#ing sfir�ctura� sfirength, destructive and non-destructive test analysis. C, Manufact�rer's Milf Certificate: Certify that products meet or exce�d specified requirements. D. We[ders Certificat�s: Ce�tify welders emplay�d on the Worl�, verifying ►4WS gualificat�an wit�in the pr�vious 12 months. E. AISC Cer#ification: Provide documentatior� to verify fabricator certification per AISC qualify �ertification program. F. Direct iension Indica#or Device�: If direct tension indicator devices are used to pravide praduct da#a and test data to show correct �tensitin in bolts. 1.4 QUALITY ASSURANCE A. �abrica�e strucfiuraf steel members En accordance witf� AISC Code of Standard Practice. B. Fa�ricafior Quaiifications: Company specializing in per�arming th� Work of this section with fi�e y�ars �pplicable �xperience, minirnum, a�d f�afding curr�nfi fi15C Certi�icafiion. C. �rector Quafifications: Cvmpany specializing in perForming the Work of this s�ction with five years applicable experience, minimum. , C&B 020330.0'f 0 05120 - 2 2002 Structural Sfeel D. Provide structural stee[ fabricatiort and erection by an organization e�perienced in structura! �teel �work of equivalent magnitude. Provide detailing, fabricatian, and carrect fit�ing of siructurai members. Cor�sider connections for any part of the structure nat sh�own on the contract Drarr�ings, as simpl.e si�ear conneciions. Design and detai! in accardance with pertinent provisions of AISC, Specification for Structural Sfieal �uildings, ASD. Substitutian of sections or modi#icatio� af connection defails will nof be acc�pted unless approved by the Arc�itectlEngineer, - PART 2 - PRODUCTS � 2,1 MATERIALS A. A!I beams and columns: ASTM A 36. B. Miscellaneous Br�cing Rnglss, Caiumn Base Plates, PEates,.Conn�ction_Angles, Sti�'fener. Plates or Angles and Other Miscellaneous Metai: ASTM A 36. C. 5tructural Tubing: ASTM A 500, Grade �. D. Pipe: ASTM A 501. E. Bolfs, Nuts, and Washers: ASTM A 325 bolts, ASTM A�B3 nuts, where indicated bolts to be galvanized in accordar�ce wi#h ASTM A 1�3. F. Ar�chor �ol�s: ASTM A 3G. G. Welding Materials: AWS D1.1; type required fior materials being we�dec�. H. Graut: Non-shrink iype, pre-mix�d compo�nd consisting of non-metallfc aggr�gate, cement, water reducing ar�d plasticizing addi�i�es, capabEe of develaping a minim�am compressive strength of 7,000 psi at 28 days. � I. Sno� and Touch-Up Primer. SSPC Paint � 5, Type 1, red oxide. � J. Touch-Up I�rimer far Gaivanized Surfaces: SSPC Paint 20, Type I lnorganic. K. 9irect Tension Indicator Devices; ASTM F' 959. 2.2 FABRICATION � `,i �{ A. �abrication to be in accardance with the app[icable provisions of AISC Code of Standard Practice. Shop fabricate ar�d assemble to #he greatest exfient possible. �+ The fabricating plant to be certifiied under the AISC quality cer�ification program , for Gategory I structural stee�wark. � �I C&B 020330.D10 �5120 - 3 2002 Sfiructural S#e�l B. Fabricafie connections fior bvlt, nui, and was�er connectars. C. Develop required camber for mem��rs. 2,3 �INfSH A. Prepare structural compone�t surtaces in accordance with SSPC SP 3. B. Shop prime strucfural steel, and miscellaneaus compon�nfs, Do r�at prime s�rfaces to be fiel� welded or in cantact wifih concrete. PART 3 - EX�Cl1iIC7N 3.1 �RECTION A. A[low for er�cfiion laads, and for sufficient temporary bracing #o maintain structure safe, pfum�, and in true alig�ment un#il completion af erection and installatian of � permaner�t bracing. Pro�ide design and instal�ation of any required temporary �racing ar sh�ring. B. �ield weld camponents indica�ed on Drawin�s. C. InstaEl bofted m�mbe�-s in accordanc� with of ASiM A 325, The turn-of-nut tightening, calibrated wrench or direc# iension indicator de�ices may be used ta instaEl bofted cannectians. ' D. �a not field cut or alter s#ructural rnembers wifhout approval af Archi#ac�lEngineer. E. Afiter erectian, prime wefds, abrasians, and surFa��s not shop primed ar galvanized, except surfaces to be in contac# with concrete. �. Grout u�d�r base pfates. Trowel grouted surface smoath, splay neatly #o A�5 degrees. Graut to be placed i� a fluid flowable sfate. Canfne grouf in a form and c�re per manufacturer's recommendations. Graut under baseplate after structural has been plumbed. G. lnstall expansion joint as indicated an the Drawings. 3.2 �R�CTIQN TOLERANCES A. Maximum Variation From Plumb: 114-inch per 14 feet, non-cumulati�e. B. Maximum QfFset Frnm T'ru� Alignme�t: 1I4-inc�. C. � Addi#iona� Taferance�s: . Confarm fio A�SC Cad� of S#andar� Practi�e. C&B 020330A10 0�12Q - 4 2002 Structural 5tee1 3.3 FI�LD QUALITY CQNTROL A. Independent Testing Laboratary to perform the foilawing tesiing serv�ces: �. RevEew mill test reports for cQmpfiance with specificatians. 2. Review w�lder's certificates. 3. Visually inspect all field fillet welds and prepare reports. 4. Visual�y inspec# 1 Q percent of st�op fillaf welds after members are delivered to fhe site and prepare report. 5. Visuaily ir�spect all field ful! penetratiart welds. 6. Provide ultrasor�ic testing on fi0 percent of al] fie�� fu�l penetratlon welds. 7. Pravide ulfrasonic fest�ing on 20 percent of alf field fillet welds. 8. Observe installation af bolt�d cannections and verify compliance with speci�ed requfrements. ium-o� nut tighfening, calibrated wrer�ch tightening ar direct tensian ind+"cator tightening per ASiM A 325 to ins�all bofte� cannectians may be used as an optian. 9. Veri�y that str�cture �as been erected per the speci#ied tolerances. � Q. Confirm �hat anchor bolts have been praper�y tightened and grout has heen installed under column basep�ates, 'i 1. Verifiy proper installation o� expansion joEnt assembly where indicated on Dra�tings. END OF SECTION i, C&B 020330A�0 Q5120 - 5 2002 Structural Sfeel ,� sECT�o� o��ao MISCELLANEOUS META� FABRICATIONS �: r� PART 1 - CEN�RAL 1.1 SCOPE U� WORK A. Shop fabricated ferrous mefal �nd aluminum items. 1.2 R�LATED SECTIONS A. Sec#ion 05530 - Gratings and Floor Plates. 1.3 REF�RENC�S A. ASiM A36 - S#ructural Sfieel, B. ASTM A53 - Hat�Dipped, Zinc Coated We[ded and Seam�ess Steel Pipe. C. ASTM A123 -�inc {Hpt Gal�anized} Coatings on Products �abricated F'rom � Rolled, Pressed and Forged Steel Shapes, Plates, Bars and Strip. D, ASTM A153 d Zinc Coating (�lot Dip} on iran and 5f�el Hardware. �. �ASTM A283 - Carban Steel Plates, S�apes and Qars. F. ASTM A3D7 - Carban Steel Externally Thr�eaded Standard F'asteners. G. A57M A325 - High Str�ngth Bolts for Sfr�actural Stee! Joints. H. ASTM A386 -�inc-Coatfng (Hot-Dip) on Assembled Steel Products. I. ASTM A500 - Cold-Formed Welded and Seamless Carbon Stee! Struc�ural Tubing in Round ar�d 5hapes. � 1. ASTM A�a1 - Hoi-Formed Welded and Seamiess Carbor� Steel Strucfural � Tubing. K. ASTM B�77 - Chromium Eleetroplafing on Sieel for �ngineering Use. l�, ASTM B209 - Aluminum Alloy She�t and Plat�. M, ASTM B219 - Aluminum Allay Bars, Ro�s and Wire. N. ASTM �221 - Aluminum Alloy Exiruded Bars, Rods, Wires, Shapes and Tubes. O. AWS A2.0 - Standard Welding Symb�ls. � ' � C&B 420330.010 05500 9 'f 2QQ2 Miscellaneous Meta! Fabrications P. AWS D9.1 - Structural Welding Code. Q. SSPC � Steel Structures Pair�ting Council. 1.4 S�BMITTALS A. Submi# under provisions of The Cify o� Fort Vlforth Material ar�d Construction S�ecificafions. B. Shap Drawings: [�dicate.profiles, sizes, connectinn attachrnet�ts, reinforcing, anch4rage, size and type of fasteners, ar�d accessories. lnclude erectian drawings, �levations and detaiis where applicable. C. Indicafe welded connections using standard AWS A2.0 welding sym�ofs. lndica#e net weld lengths. 1.5 F'I�LD M�ASUREMENTS A. Verify measurements indicat�d an Drawings and ather feld measurem�nts necessary prior fo preparafion of sF�op drawings and fabrication, PART 2 - pR�DUCTS 2�1 MATERIALS A, Steel Sections: �1S7M A3fi. B. S#eel Tubing: ASTM A500, Grade B. Fy =�6 ksi. G. Steel F'fates: ASTM A2$3. D. Steel pipe: ASTM A53, Crade B, Schedule 80 unless otf�erwise no�ed. �. Aluminum Extr�ded SF�apes and Tubes: ASTM B221. F. Aluminum Plaie and Sheef: A�TM B�09. G. Aluminum Bars, Rvds and Wire: ASTM B21 �. H. Bolts, Nuts and Washers: ASTM A32�; stainiess steef, Type 304 for afuminum and galvaniz�d campanents. � I. Wel�ing Materials: AWS D1,1; fype r�quired for materials �eing walded, J. Surfac� Preparation, Si�ap an� Tauch-Up Primer; in accordance with Secfiifln 09910. C&S 020330.010 05500 - 2 2Q02 Misceflaneous Meta� Fabricatians 2.2 FABRICATION A. Fit and shap assemble in iargest practicable sec�ians, for delivery ta site. �, Verifiy dimensions on sit� prior ta fa�rication. r C. �a�ricate items with joints tight�y fitted and secured, �, _ D. Continuously seal jained members by contintaous welds unless otherwise noted. �; Weiding for aluminum ladders shall conform to AA SASe30-1982. E. Grind ex�osed joints flus� and smooth with adjacenf finish surface. Mak� � exposed joints buft tight, flush and hairiine. Ease �xposed ed�es to small ; unifarrn radius. � �. Exposed Mechanical F'asteners: �lush countersunk.screws ar bolfis; I unvbtrusively Eocated; consistent w�th design of component, except where specificafiy noted oiherwise. ' G. Supply camponents required for anchorage nf fabricafiions. Fabrieate anchors and related compar��rrts of same material and finish as fabrication, excepi where specifically noted otherwise. 2.3 FINISHES A. Ciean surtaces of rus�, scafe, grease and fareig� matfer prior to finishing. B. Do not shop prime surfaces where field we�ding �s required. ; C. Galvanized items #o minimum 2.0 ozlsq. foot zinc coating in accordance with ASTM A386. D. Provide a bitumfnous coating or other suitable protecfiion whe�e aluminum comes ir� contact witf� steel, conc�ete ar other dissimilar materials. PART 3 - EX�CUTION 3.� �XAMINATION A. Verify thafi field conditions are acc�ptable and are ready to re�eiv� work, �, Beginning of installation means erector accepts existing condEtions. , 3.2 PREPAI�AiION A. C�ean and strip primed steel items to bare metal where site wefding is required. B. Supply items required ta be cast intv cancrete Qr embedded in masnnry with � setting tempfates, to appropriate sections. C&8 020330.01 a 05500 - 3 �p02 Miscellaneaus Metal Fabrications 3.3 INSTALLATI4N A. Instali items pfumb and level, accurately fitted, �'ree from distortion or defects. B. Allow for erection loads, and for sufficient t�rnporary bracing to maintain trua alignment untii compie#ian of srection and instalEation of p�rmanent aftachments. C. Fi�ld wefd camponents indicat�d on Drawings. D. PerForm field welding in accordance with AW5 D1.9. �. Obfain OWNER's or �NGINEER's approva! prior ta site �cuiting or making adjus#ments not scheduled. F. After erection, prime welds, abrasions and surfaces not sF�ap primed or gaf�anized. 3,�} �RI�CTIOf� TOLERANCES A. Max�mum Variatian From Pfumb: 1l4 inch per 10 feet, r�an-cumulati�e. �. Maximum Offset �'rom True Alignmen#: 1/4 inch. 3.5 SCHE�ULE A. The sc�redule is a iist of principal ifems only. Refer io Drawings �etails far Etems nof sp�cifica!]y schedul�d. � B. Ladder5: Fabricate aluminum per detaifs and locations shawn, with� dimens�ons, spacing, detai[s and anchorag�s as indicated. Conform to all appiicable ANSI and OSHA requireriments, i�cluding cages wnere required. 9. Side Rails; Continuous aluminum fla# bars, 518�inch by 3 inches, with eased edges, spaced 98 inches apart {caged fadders wifl r�quire sp�cing ofi 2Q inches). 2. Bar Runas: Round aluminum bars, 1-inch diameter, spaced 12 inches o.c. � 3. Fit Runas: Place at centerline of side rails, plug weld and grind smoofh an � .aufer raii faces. 4e SUDqDP�: Each ladder is to be s�ppor�ed at top ar�d boftom and at intermediafie points s�aced not more #han 5-feet, Q-inches O.C. by means of brackets. a. 5ize brackets to support design dead and live loads and hofd centerline of ladder rungs clear of the wail s�rFace by not less than 7 inches. b. �xtend side raiis 42 incl�es abo�e top rung, and retum rails to flonr or structure. 5. Provide r�on-slin surface ar� top of eacn rung, either by coating the rung with aluminum oxide granules set in epoxy resin ad�esive, or by usEng a type of manufactured rung which is filfed with aiuminum oxide grout. C&B 020330.0'i 0 05500 - 4 2D�2 Miscellaneous Meta� Fabricatiar�s 6, Alumi�um ladders and platForms shall be designed and fabricat�d in accor�ance with the applicable requirements or AA 5AS�30-1982. C. Bvllards: SteeE �ipe, concrete fi�led, crowned cap as deta9le�. Paint per Specification 0991Q, color ta be selected by OWN�R. I � E�vo o� s�cTioN C&� 0�0330.010 05500 - � 2002 Miscel[aneous Metal �abricatior�s SECT[ON 05501 ANCHOR BOLTS, EXPANSION ANCHORS AND CONCRETE INSERTS PART 1 - GEN�RAL 1,� SGOPE OF WORK 1.2 I. A. Provide anchor bolts, expansion anci�ors and concr�te inserts far equipmer�� and metal fabrication as specified or shawr� an the Plans, incfuding, but not limited to: 1. bangers and brackets, 2. �quipment, 3. Grating and floor plate. B. This Sectian includes al� bolis, ar�chors and inserts-req�ired for the Work but not specified under other sections. RELATED V`IORK AND SP�CIFICATIONS A. Section 05500 � Misc�llaneaus Metal Fabrications. B. Sectian 0553Q - Gratings and �loor Piates. �.3 QUALITY ASSURANCE ' A. Referenced Standards: � 1. ASTM A307, Carbon Steel Exter�ally and lnternally Thread�d Standard . � Fasteners. - �, 2. ASTM A320, Al�oy-Steel Bofting Materials for �ow-Temperature Service. 1.� SUBM[TiALS � A. 5amples: Submit ti�e follnwing: 1. Representative samples of ba�ts, anchors and inseets as may be requesfed far review by the QWNER ar ENGINE�R. Review will b� for type and #inish aniy. Campliance with all ot�er requirements is the exclusi�e respansibility of CONTRACi�R. B: Shap Drawings: Submit the following Pn accordance with Cifiy of Fart Worth Materia! and Constructian Speciffcations: �. Sefting �rawings and tempEates for iocation and installatian of ancharage devices. ' 2. Copies of manufacturer's specificatians, material�, Ioad �ables, dimension diagrams and installation instructians fior ancharag� devices. C&B 02�330.010 �55Q� - 9 2002 Anchor Bolts, �xpansion Anchors Ar�d Concrete Inserts PART2�PR�DUCTS 2.� DESIGfV CRITERfA A. When the size, length or load carrying capacity of an anchor �olfi, expansian anchor or concrete insert is not shawn on the Plans, provide the size, iength and capacify required ta carr�.t�e design load times a minim�m safety facior of faur. �. D�termine design loads as follows: � 1. �or equipment ar�chors, use the design laad recommended by th� manufacturer and appraved by the OWNER or ENGWE�R. 2. For pipe hangers and supports, use one haff the total weight o� pipe, fittings, valvss, accessories ar�d water cantair�ed in pipe, between the hanger or suppnrt in question and adjacer�f hangers and sup�arts on bot� . sides. 3. Alfowances for vibration are incfuded in the saiety factor specified above. 2.2 MATERIALS A. Anchor Balts: 1. Pravide �olts com�lying with ASTM A320. 2. In buried or submsrged locations, pro�ide stainless steel bolts complying with ASTM A320, AISI Type 3�6. �ther Af51 types may be used subject to OVIINER's or E�1GIN�ER's approval. B. Expansion Ar�chors: 1. Zinc plated anch�rs complying,with ASTM A320, A.I�I Type 3�fi, ather AISI types may be used subje�t to �NGIN�ER's approvaf. 2. Size required for the concre#e strengfiY� specified. 3. Stud type (male thread) or �flush type (female thread), as requ�red. 4. UL or FM appr�ved, 5. [n burie� or submerged locafions, provide stainfess steel anchor5 cpmplying with ASTM A320, A151 Type 3� 6. Qther A15! types may �e used, subjecf to OWNER's or ENGINEER`s approval, 6. Product and Manufac#urer: Provide anchars by one af the fiollow�ng� a. Molly Divislan of USM Corporatian. b. Hilti, lncorporated. c, Or a�proved equivalent. C. Adhesive Anchors (capsu�e anchorsj. Adhssive anchors shall consist of all� thr�ad anchar rod, nut, washe�-, ar�d adhesive caps�le. Anchar rods fio be manufactured from: �. Materials meefing the rgquiremenfs of ASTM A3fi. 2. AIS14140, 4142, 4T40H, OR 4145H m�eting the raquirements of ASTM A193, �rade B-7. ' 3. AISI 39G stainless stee� wl�E�h meefs the r�quirements of ASTM F�93-80. Anchor rods shalf have raHe� threads. The adhesive capsules used shaH cantain a vinylester resin, quarfz and aggregate and hardener as equal to the Hilti HEA adhes�ve caps�les or Molly �arabond eaps�le anchor. C&B 02p33Q.010 Q55Q1 - 2 2002 Anchor Bolt�, Ex�ansion Anchors And Concrete Inseris D. Concrete lnserts: 1. For piping, grating and f[oor plate, prnvide malleable iron inserts. 2. Provide thosg recomm�nded by the manufacturer far the required loading. 3. Finish shall be bfack. 4. UL and �M approved. 5. Praduct a�d Manufacturer: Provide one of the following inserts: a. ITT Grinne�l, �igure 282. b. Hohmann and �arnard, inc., No, 380. c. Or a�proved equivalenf. E, Pow�er actuated fasteners and other types af bol�s and fasteners nat speclfled I�erein shall not be used unless approved by OWNER or ENCINEER. PAI�T 3 � EXECUTION 3,� INSTALl.A�IOIV A. 1= C. Expansian anchars may be used far hangin� or supporting p�pe iwo ir�ches diameter and smal[�r. �Xpansion anchor� shall not be use� for larger �ipe unless otherwise shaw�i ar approved by the OVIlN�R or �NGINE�R. � �, � E Drifling equipment used ar�d installation of expansian anchors shall be in accordance with manu�'acturer's inst�-uctions. Assure that embedded it�ms are proteci�d from damage and are not filled in with cancre#e. � Use concrete inserts for pipe hangers and suppor�s for t�� pipe size and loading reeommended by iE�e insert manufac�urer. Ur�less otherwise shown or appraved by OWNER or ENGINEER confQrm to fhe fo!lowing for expansion anchors: 'E . 2, 3. 4. C&B 020330.0� 0 2042 Minimum embe�ment depth in concrete: Five diameters. Minimum ar�chor spacing on'cer�t�rs: i'en di�meters. Minim�m distance to edge of concrete: Five diameters. Increase dim�nsions above if required to�de�elop the required anchor load capacity. 0550 � � 3 Ar�chor Bolts, Expansian Anch�rs And Concrete Inserts 3.2 CLEANING A. After embedding concret� is plac�d, remo�e protection and cfean bolts and inserts. - END �F SECTIQN C&B 020330.q10 05509 - 4 2n02 Anc�ar Bolts, Expansion Anchors And Cortcrete fnserts SECTION 05�30 GRAifNGS AND F�OOR P�.AiES ' pART 1 � GENERAL � 1.1 SECTfON INCL,UpES A. Section includes formed mefal gratings; flat surface flo�r plating an� perimeter clos�re. � 1.2 FtELATED SECTi�NS � A. Section A3300 - Framed cancrete opening. ' �. Section 05500 - Metal �abrications. � 1.3 REFERENCES A. ASTM A 361A 36M - Carbon 5tructural St�el. B. ASTM A 1231A 923M � Zinc (Hot�Di� Galvan9zed) Coatings on �ran and St�el Products. ', C. ASTM A 6531A 6�3M - Steel Sheet, Zinc-Coa#ed (Galvanized) or Zinc-Eror� Alloy- Coated (Galvannealed) by the Hot-Dip Process. � b. ASTM A G6G — Annealed or Cold Warked Austenitic Stainless Stee[ Sheet, Strip, � i , Plate, and �lat Bar. � �. ASTM A 90� 1- Steel, SF�eet and Stri Hot-Rof[�d, Car�on, Structural, Hi �► i I�, � - `' Str�ngtt� Low-Allay and High-Strength �aw�AEloy with Improved �ormability. � F. ASTM B 211/8291 M� Aiuminum and Aluminum-Aflay �ar, Rod, and Wire. �. G. ASTM B 22918�2'IM - Aluminum and Aluminum-Alloy Extr�aded Bars, Rods, ' I Vllire, Prafiles, and Tubes. ;l , H. AWS A2.4 - Standard Symbols �nr Vllelding, Brazing antl Nondestructive Examination. I. AWS D1.� - Structural Welding Code. �� � � J, AW5 D1.2 - Structural Welding Code - Aluminum. ,; K. NAAMM MBG �31 - Metal Bar Grating Manual. C&B 02p330,010 05a30 - �, f 2002 Cratings and Floor P�ates L. NAAMM MBG 532 - Heavy Dtaty Metal Bar Grating Manual. M. SSPC - Steel Structures. Painfing Manual. 1,4 PERFORMANC� R�QIliR�M�NTS A, Canform to applicable code fnr applicable loads. �. Laa� Design: NAAMM Metal Bar Grating Manual, C. Design Live (Pedestrian) Loa�: Uniform Voad af �OQ pou�ds per s�uare foo# m9nim�m; concer�trated load of force 304 pvunds, D. Maximum A�Iowa�E� p�flectio� U�der Live Load: 1I240 af sp�n; size campanents for singfe span. �.� SUBMITTALS A. Shop Drawings: Indicate details af gratings, plates, componenf s�pparts, anchorage, openings; p�rlmeter construction de#ails, ar�d to�erances. Indiea#e weld�d conr�ections using standard AWS A2.� welding symbols. indicate net weld lengths, �. �raduct Da#a: Su�mit 5pan and deflect�or� tables. C, Samples: Submit fwo samp�es, 24 inches �y 42 inche� ir� size i�kustratir�g su�€ac�e f�nish, color, and texture. D. Manufacturer`s Installafipn lnstructions. Submit speciaf requiremertts of opening and perimeter framing. �. UVelders' Ceriiticate�: Certifying welders employed on fF�e Worit, verifyfng AW5 qualification wi#hin tha previaus 1�2 months. � 1.6 QUALITY ASSURANCE A. Design grafir�gs ar�d pfat�s und�r direct su�ervisian of a professional engineer exp�rienced in design of fhis Work and lic�ns�d at the �lac� where tf�� Project is �oca#ed. �.7 FIELD MEASUREMENTS A. Verify fi��d measurements prior to fabricafiior�. C&B a20330,070 D5�30 - 2 2002 Grafiings and Ffaar Plates 1.8 COORDlNAT10N A. Coordinafe t�e Wark witk� placeme�t of frames, faler�nces for pEaced frames and openings. PART � - PRODUCTS 2.1 G�ATINGS AND FLOOR PLATES A. Manufacturers: �. Aco i'olymer Prod�cfs, Inc. , 2. Arden Architect�ral. Speciaities. � 3. �arry Paftern & �oundry Co. 4. �S Metals. 5. Neer�ah Foundry. � 2.2 C4MPONENTS A. 5f�eet Steel far DIe.Stamping: ASTM A 6531A 65�M, ASTM A 666 stainless steei wEth raised fug patiern. B. Farmed Steel For. Pressure Lpcking: ASTM A� 0'[ 11,q 1011 M, ASTM A 361A 36M, ASTM A 666 stainless steel of shapes indicate�. C, Aluminum For Pressure Lacki�g: ASTM � 221 extruded aluminum alloy, ot shap�s indica#ed.� D. Formed FRP: Ta shapes indicated, with raised lug paitern. �. Crass �ars: ASTM g 211. F. Welding Materials: AVIlS D1.1; AWS �"I .2,. type requir�d for materials �eing we�ded. G. Shop and Touch-Up Primer: SSPC Paint 15, Type 1, red nxide. H. Touch�Up F'rimer tor Gaivanized Surfaces: SSPC Paint 20 �inc rich. 2.3 AGC�SSORI�S A, Fasteners and 5add�e Clips. B. Psrimeter Cfasure: Of same mat�rial as grating. C&� 02033�.010 05530 - 3 2QQ2 Gratit�gs and Floor PEates 2.4 FABRICATION A. Grating Type: NAAMM Metal Bar Grating Manual Pressur� Locked Type. B. Mechar�iCafly clinch joints of intersecting metal sections. C. Fabricate support framing for apcnings. D. Top SurFace: Non-slip. �. Bearing Ba�; Sized fa meet deflectinn criteria; 1-3116 inches maximum s�acing, 1-114 inch minimum acceptable depth for a!I grating. F. Gross �ar: spaced af 4 inches on center. G. R�movable PaneEs: Provide remo�abie gr�ting sectiflns in areas indicated an Plans. H. Anchorages: 5tainless steel saddle clips req�ired at all suppor�ed sides and at � 2'-0" on �enter at adjoining pane[s. i. �ro�i�e �anding on all sides �nd araund a[� openings. 2.5 SHOP �'lNISHING A. Clean surtaces of rust, scale, grea�e, .and foreign matter prior to finishing. , B. Do nat prime suffaces ir� direct cantacf wifh concrete or wi��re field wefding is required. � C. Galvanizing: ASTM A B53 fio G 90 weight; ASTM A 123 �o Z ounc�s per square foot we"rght. D. Aluminum: Milf finish. E. 5tainless Sfeel: No. 4 finish. F. Non-slip SurFacing: A[uminum oxi�e. PART 3 - �KECUTfON 3.1 EXAMINAT[QN �A. Verify t�at apening sizes and dimensional �ariafions ar� accepta�fe to sui# gratirtg and pla#ing tolerances. B. Verify that supports and anchors are correctly pasitioned. C&B Q2�33Q,07 0 05530 - � 2002 Gratings and Floor Plaies i� � +i � 3.3 INSTALLATION A. Mechar�ica�ly cut galvanized �nish surFaces. Do not �lame cut. B. Anchor by bolting through saddie clips. C. Se# perimeter ciosure flush witl� top of gratin� and surrour�dfng constr.uction. D. Secure grating with mechanical fast��ers to prevent movement. ERECTION TQLERANCES A. Conform ta NAAMM Metal Bar Grating Manual. B. Maximum Space Be�ween Adjaining Abutting S�ctions 112 inch. C. Maximum Variafion From Top SurFace Plane nf Adjoining Abutting Sectians: 118 inch. END OF SECYION I� C&B 02Q330. �'I 4 2002 � 0�530 - 5 Gratings and Floor Plates SECTION 08112 STANDARD STE€L DOORS AND F�AMES � �� � � PART 9 � GEN�RA� . 1.1 SECT[ON fNCLUDES A. Secfian inciudes non-�rated rolled steel daars, ar�d frames. 1.2 REFERENCES A. ANS! A117.1 - Specifications for Making Buildir�gs and Facit�ties Accessible to and Usable by Physically Handicapped People. B. ASTM A 123 - Zinc (Hot�D�p Galvaniz�d) Coafings on Iron and SteeE Praducts. C. ASTM A 6�3 - Steel Sheef, Zinc-Coaied (Galvanized) or Zinc-Iran. Ailoy-Coat�d (Galvannealed) by the Hat-Dip Proc�ss. D. ASTM C 236 - Test Method for 5teady»State Thermal Performance of Building Assembiies by Means of a Guarded F�ot-Box. �. D�I! � Dflor Hardware Institut�: �'h� Installation af Commercial Si��f Doors and Steel Frames, Insulated St�e! Doors in Woad Frames and �uifder's Hardware. F. NFPA 252, Fire 'fests of Door Assemb[ies. G. SDI-100 � Standard Steel Daors and �'rames, � H. SDI-105 - Recc�mmen�ed Erect�on Instructions far Steel Frames. !. SDI-107 � Hardware for Steel Doars (Reinforcement - Application}. . 1.3 QUALIiY ASSURANCE , A. Conform ta requirements of 5D1-100. B. Manufacturer Qual�fieations: Company speclaiizing in manufacturing the Products speciff�d in this section with minimum thr�e years documented experienee. 1.4 REGl1LATORY REQUIREMENTS A. Confarm to appficab(e local huilding codss for fre rated requ�rements of inetai doorlmetaf frame and wood doorlmetal frame assemblMes. C&B 020330.010 Q$112 � 1 20a2 Standard Steel Doors and Frames 1.5 SU�MITTAf�S A. Irtdicate frame confgurat�on, anchor types and spacings, location of c�touts for hardware, reinforcemer�t, ar�d finish. �. Indicaie door �levations, internal relnfnrcement, closure method, and cuf outs for glazing. C. Samples: Suhmit two samples of doar frame metal, 6-inch by 6�inch in size illustrafing pre-finished door colors and surface�texture. D, Manufiacturer's lnstallation Instructivns: Indicate special instalfat[on ir�structic�ns. E. Ma�ufac#urer's Certifica#e: Certify that Praducts meet or exceed specified requirements. . 1.6 DELIV�RY, STORAGE AND PROT�CTION A. Protect doors and frames with resifienf packaging. B. Accept daors an site in manufacturer's packaging. lnspect for damag�, � C. Break sea� on-site #a permit ventilation. 1.7 Fi�LD M�ASUREMENTS A. �'erify tl�at field m�asurements are as i�dicafed on shop drawi�gs. 1.8 COaRDINATION A. Coardinafe the work with daor opening canstruc#i�n, door frame ar�d daar hardware insta[lation. PART 2 - PRODUCTS 2.i MRNUFACTURERS A. Doors and We[ded Unit Frames; _ �. C�co Corporafion. 2. �'enestra Corp. 3. Repubiic Builders Products. 2.2 DOOR AND �RAMES A. Doors: Sol-1D0 Grad� il Model 1 for interfors (98 gage) and Model 2, galvanized � (16 gage} for exteriors. B. Exterior Frames: 94 gage thick ma�erial. C&� 02a330.01 � 0819 2- 2 2002 Sfiandard S#ecl Dora�`s and F'rames C. Inferior �rames: 1� gag� thick matert`al. 2.3 DOOR CORE A. Core Types. �. Interior poors: Steel char�nel grid. 2. E�erior Daars: St�el channel grid. - B. Insulated door insufation value of R�8.0 far polyurethane. � �,4 ACCESSORfES ' ! A. Rubber Silencers: Resilient rubber. � B, Gfaz�ng Stops: Rolled steef channel shape, mitered corners; prepared for II � cou�tersink sfyle fam�erproaf screws. I C. Ancho�s: Three per jamb, typically, of type to suit sup�artive constr�c�ion. 2�5 FA�RICATION A. Fabricate frames as weided unit, B. Mullians for pouble Dnors: Removable type, Provide metal T shaped astragals for dauble doors. . C. Fabricate frames and doors with hardware reinforcement plate� welded in place. Pravide mor�ar guard boxes. D. Reinforce frames wider than 48 inct�es with roll formed stael channels fitted tigl�tly i�to frame head, flush with top. i E. Prepare frame for siler�cers. Pravide three single rubher si�encers for sin��e doors and mullians af douh{e doors on s#rike side, and iwo singls si�encers an , frame head at double doors without mu[lions. � `' F, Attach fir� rated label to each frame and dpor uni#. �, G. Close top edge of exterior daar flush with inverted steel channel closure. S�al joints watertigh�. , �I. Fabrieate frames for masonry wafl coursing wifih 2-inch head member. . � 2.� FiNI�H ' A. Steel Sh�et: Galvar�ized to ASTM A 653, G90. B. lnterior Units: Baked on primer. C&B 020330.01 d 08112 - 3 2pp2 Standard Steel Doors and Frames � , C. �xterior Units: Baked on Primer over 1.25 a�nc�s per square foot galvanizing, in accordance with ASTM A 1�3. D. Field paint as scheduled. PART 3 � EX�CU�ION. 3.1 EXAMINATI4N A. Verify fhat opening sizes and talerar�ces are acceptable. B, Verify surFaces ar�d cand�tians are ready to receive work of this secfion. Notify Archi#ect of any existing conditiorts which will adversely affect executian. Beginning of execution wifl constitute accepfance of existing conditions. 3.2 INSTALLAi�ON A. Cnstall #rames in accordartce with 5DIw10�. B. Instalf doors in accordance with DHf. G. Coordinate with masonry and wal�board eonstr�ction �for anchor placemen�. D. Coordinate ir�stallatian of glass and glazing, E. Insiall rafl fiorm�d st�el r�infarcemeni channels between two abufiting frames. Anchor to structure and floor. F. Set frames pl�mb, fevel, an� true af�gnment, securefy fastened ta the floor and adjoining wa(Is. G. lnstall doors accurately in fram�s, maintaining specified cleara�ces, 3.3 TOLERANCES A. Maximum Diagar�af pis#ortian, 1/S-inch meas�rsd with straight �dge, corr�er to corner. 3.4 ADJUSTING AND CLEAN[NG A. Adjust hardwar� and door mavement �'or smooth, quiet and balanced doar moverr�er�t. END OF S�CTION C&B 020330,010 08112 - 4 2002 Standard Stee� Da�rs and Frames SECTION 11316 SUBMERSfBLE S�WRGE PIJMPS I'AR�' 9 - G�[�ERAL 1.1 SCOPE A. Provide all labor, materials, tools, equipment= and related items required to furnish and insta�l two (2) submersible nonclag wastewaferepumping units. Th� s�abmersible pumping unit shall include pump, motar, discharge elbow stand, pipe guid�s, cables, and all r�lated componen�.s required for a camplete �umping unit. 1.2 R�L.Ni�n WORK A. Divlsion '�6 � Elec�rical 1.3 SUBMIYTALS A. Shop Drawings, Product Data, and Refated tnfarmation. �. Purnping Unit. Pro�ide produc# data, assembly drawing, and relaied information to show campliance with this section. 2. Controls and pump a5sem�ly componer�ts. Pr�vide prnduct data, assembly drawing, Gontrol schematic dra�+vings, and r�lated informafion to show cam�liance w�th this section and the drawings. 3. Pump Curves. Provide certi�ied factary tesied perFormanc� curves showing ca�acity, head, NPSH or minimum submersion requirements, averall effciency, and bhp requjremen�s. 4. Provid� an assembly drawing For the specific pumping unii installation showing pump, motar, cflntrols, pipe guide, access openings, and rel�ted companents. 5. Pump Tests. Provide factflry pump test data. 6. Manufactur�r's installation reports. 7. Testing, adjusting, and balancing schedule and test reports. 8. Systems demonsiration scheduie and reparts. B. Operation and Maintenance Manual; Submit operating Instruc�ions, as built shop drawings, parts lists, pump curves, test data, preven��tive mainter�ar�ce instructions, and related information to #he City. �& M Data shall be submitted prior to shipment of the equipment. 1.4 QUALITY ASSURAIVCE A. Accepiable Mar�ufacturer: Provide specified submersible pumping units as manufactur�d by 1TT-Flygt Cor� or accepted equivalent. B. Factnry Performance Tesf: �'actory p�rFormance tests "non-witnessed", in accordanc� with the standards af the Hydraulic Institute, shall be required for all submersibfe pumps. Pump suppf3er shall assume ail costs fior factary testing. C&�3 fJ2Q330.010 2042 11316e1 5ubmersible Sewage P�amps 2. The pump shall be �quipped wi�h a seal leak detectian probe warning system and test circuits. This sF�all �e designed to alert maintenance p�rsonne� ofi seal failure withaut �avi�g to take the unit aut-af-s�rvice for inspectior� ar r�quiring access for checking seal chamber oil levei and consistency. 3. Ur�its equi�ped with op�osed mechanical seals s�alf nat b� acceptable. Oil Chamber: Each pump shalf be prov�ided with an ai! chamber for the shaft sealing system. The oi[ chamber shall hause a pressure equalizer ring fiHed with air for ail pressure compensafior�. The drain and inspection plug, wifih positive ant[�leak s�a1, shail be �asily accessible frorn the autside. J. Fmpeller: The pump impellers sha[I be maximum 2 vane nor�-clog type one-pi�ce cast iron with replacea�le wear rPngs o� impe�ler and casing, fulfy-er�clased, designed with wide passag�s to prevent clogging when pumping solids, trash, rags and string material entrained in raw wastewater. The impeller shall b� statically and dynamica!!y bafanced. The impelfer hub shalf be accuratefy fitted to the impeller shaft and secured to a straigf�t fit on �f�e shaft by means of a key a�d threaded locknut. Impeller and casing shalf be designed to pass the minimum tes# sphere size af 3 inches. Ciearance between the rotating and s#ationary parts sh�il be adjustabfe to provide sustained perfarmance withaut excessive maintenance. K. Wear Ring: A wear ring system shall be insfa[Ied to provide efFicient seali�g between the volute and impe[ier. The wear ring shalE consEst of a stafionary ring made of nitrile rubber molded with a steel ring insert wt�ich Is drive fitted fo t�e volute inlet. L. Cables: Inciude necessary cables for pawer cnr�n�ction, moisture detection, and overload protectian, shea#hed, coded, ar�d suifiab[e for submersibfe pumps, and of sufficient iength far direct connection #o tf�� terminal �oxes indicated. Aii cables sf�all be cor�nected to #he pumps and tested a# the factory. Appurfenances; 1. Nuts, bolts, and fastene� shall be stainless steel, �. All metal surfaces coming in contact wiih water, ofher than stainiess st�el, shall be coa#ed with an appraved sewage�resistant coating. 2.2 MOTOR A. Appra�aL• Tf�e pumping system including the motor and wiring, shall �e approved by a nationally�ap�raved testin� agency for explosion-proof service. Th� system shalf be rat�d Cfass 1, Division 1, Graup C and D, service as determined by the Na#ional EEeciric Cvde and approv�d �y a na#ionalfy-recognized testing agency (UL or FM} at the time of bidding o� tFte praject. B. fnsufation: The pump mators shall be designed for continuaus duty an hazardous locatians capabfe ot susfiair�ing a minimum of ten {10} starts per hour. The sfatar and stator leads shall be maisture-resisfant, tripfe varn9shed, and insulated according to Class F, capable vf wifihstanding a temperatur� rise af up to 155 dsgrees G The allowable temperature rlse of #he mo#or at full load con�it�an shail nof exceed Sa degrees C. C&B �20330.090 �Q�� 1�3�6-4 Su�mersibEe 5ewage Pumps i ` C. Stator: The motor stator shall be mounted in an air filled, wafertight casing, and shall not be fixed ih piace by externa�fy�mounted screws whi�h may cause leakage in the motor. D. Rating: TF�e mator shall �e nan-overloading a!! thraughout the pump curve and shatl f�ave a combined se�vice factor of 1.10 or great�r. E. ,]unction �ax: Th� motor shalE ha�e a junction box capable of being seaf�d compl�tefy from tne stator casing to pre�ent I�akage thraugh fhe junction box inta the stafor i�ousing should a motor cabfe be damaged, ar some oth�r means to prevent leakage inta the junctian box under any conditian. F. Cable Entry: The cable entry water s�al design shall b� s�ch that i# precludes ' speciFc torque requiremsnts to ensure a watertighf and submersible seal. It shall permit no entry of water inta any high valtage area e�en if the cab�e is se�ered � beiQw the water levefs. The cable entry junction chamber and motor shall be �. separated by a stator lead sealing gland, or terminal baard, whicYa shall isaiate the motor interior �From fareign material gaining access through fhe pump tap. �, , T�e cable eniry shall be provided with a stress relief cabEe er�try clamp. G. Coaling System: Each pump shall be provided with an adequately designed co�lfng system using � wastewater �acketi and thermal radiafor integrally cast with the stator casing. Cooling medium chanr�els and ports shaN be non-clagging by vErtue of ti�eir dimensians. Wastewater jackets are not required for motor which are designed to operate canfinuously af �uil load with ambient caaling. H. Mofor Protection, lt�tegr�l th�rmal, sensors in the motors, or�e �or each phase, shall �e pro�ided to mon�tor stator t�mperatures. ihese sensors s�all be used in conjunction wi�� and supplement�d by external motar a�er-current pro#ec�ion �tted at the contrnl par�el. 2,3 RAIL AND L.I�T'ING SYSiEM A. Descriptian: Provid� a rail and lifting system to permit easy removal and rep�acement of th� pramp. System shall require no nu�s, bolts, or othar fas#ening� to be removed and no need for personnel ta enter the wet we!!. B. Rail System: Rail system shall be 3" standard ty�e 31 G stainless steel pipe minimum. Secure t�e rail system to #he �ottom af the sump, alang with the sta#ionary discl�arge wetwell in order to repair or repla�e the guide rails. C. Lifting 5ystem: f�ravide a suitable stainless steel lifting cable. D. Ca�le Halder: Pro�i�e a�abricated stainless st�el cable holder. �. Grfp �ye Retrieval System by Flygt or equal. Loops sha�l be spaced e�ery 5 ft. 2.q� PUMP C�NTROLS A. Refer to El�ctrical S�ecificatian, C&B 020330.010 �00� 11316-5 Submersi�le Sewage Pumps 2.� Al..ARM SYSTEM A. Refer to �fectrical Specifications, 2.6 ODDR CONTRQl. A. Accep#able Manufacfurer: Provide air puri�i�ation system for sewage ador cantrof (activated carbon canister with �iower), 1. Madef GK-2�275 as manufactured by CARBTROL, 329 5nowberry Circle, Venetia, �A, 15367, phane (i24) 941-2648, or approved equai. 2. Odor cantrol unit shal� include carbor� ca�ister, blower, and eig�t (8) feet of four {4) inc� diameter flexible hose. . 2.7 ACC�SS HATCH A. Provide aluminum access hatch with 316 sfainless stee� hardware 1. 300 PSF Loads 2, Pneu-spring 3. Safe-Hatch: provide fal�-through and confined space access prvfection 4. l.ockabfe B. Acceptabi� Manufacturer �'fygt, Mo�ef �L�D-'�7AOSH or equaf. PART 3 - EX�C[lTIOI� 3.1 W1�RRANiY A. The pump manufacturer shaN warranf th� units being supplied to �he OUVNER against de�Fects in workmarrship and material far a period of 5 years under normal use, operation and s�rvice. �larmal operatfon incl�d�s up to four �t�mp starts per hour. The warranty shall be in prinfed form and apply io all sirriilar units. The warrar�ty periaa shall commence after final ac�eptance by tF�� Owner or 12 months after shipmer�t. 3.2 PAINTING iOUCH-UP A. ToucFtaup abrasions and other d�fective areas ir� it�ms furt�ished with factory finish, using primers and paints far finish co�t equa! ta thaf empfoyed fnr facfiory coats. 3.3 �PERATfNG TESTS A� After all pump and cvntroi systems have been cQmple#ed and put into operation, subject each system fo an op�rating tes� under de�ign conditions to ensure proper sequerice and operatinn throughout the rar�ge of aperation. Make adjustments as required to ensur� pro�er func�ioning of all syst�ms. B. The manufacturer's represen#atfve shall: 'f . Approve installation before operafion. C&B 020330.010 24�2 11316-6 Subm�rsibl� Sewage Pumps 3. Verify conformance to requiremen#s. 4. 4nstruc� plant p�rsQnn�1 on care and maintenance. 5, Revisit job site as aften as necessary #a correct defiiciencies ta satisfaction of �VIINER. 3,4 SPEC4FIC D�SIGN REQUIREM�NTS A. f� Th� pumps sha�l he instafled in the iift station as shown on the drawings ar�d speci�ed �erein. The nonclogwsubm��sible pumps shail comply with the design parameters shawn in Table � 13'I6-� . A t�taC of two pumps are requir�d for this lift siativn. D�S1GN PARAM�TER iABLE 4�31�-� 1. �. 3. A�. 5. 6. 7. 8. 9. � a. 11. 12. 13. Descriptian Number of Pum�s Rated Design Points a, Point 1 Minimum Capacity at Rated I�ead (g�m) iota� Dyriamic Head (ft) . Minimum �verall Effici�ncy (%) b. Point 2 Minim�m Capacity at Ra�ed Head (gpm) Total Dynamic Head (ft) Minimum Overall EfPiciency (°fo) Maximum NPSH raquired (ft) Minimum Sh�taff H�ad (ft} Maximum Motar Size (hp) Maximum Operating Spe�d (rpm) Minimum Diameter of Pump Discharg� No�zle (ir�} M9nimum Submergence above �ase ���vation vf Wetwell (in) 5tafor Temperafure Sensor �.eakage Sensor Loa� Bearfng iemp�ratur� Sensor Stainless Steel Guide RailSystem Minimum (in} Wetwell Depth (ft� END OF SECiIDN 2 7Q0 '{ 76 5 � °lo 1�7� �sa 62% 25 2'15 88 18flR 6" �� Yes Yes Yes 3 z� c&e oza3aa.a� a 2Q02 11316-7 Submersib�� Sewage Pumps 3.04 R�PAlRS �f the ieakag� e�tceeds the specif9ed allawable limifis, fil�e point ar poir�ts of leakage shai! be sought out and remedied by the CONTRACT4R at no addifiional cos� to the OWNER. 1r� additian, af1 naticea�fe leaks other than small surfac� s�epage Qf concrete structures shail be repai�ed regardfess of tt�e amaunt af Isakage. END OF SEGTION c&� o2aaso.o� a 2Qp2 15D43�2 Leakage Test of Hydraulic Structures �i i� S�CTION �604Q �L�CTf�ICAL -- GEN�RAL. PROV[SIONS PART 1 G�N�RAL. 9.�1 SCOPE OF 11U'ORK A. Furnish all labar, maier�als and equipment required fo install, test and pravide operational electricai systems at the Cast{e Circle Lake 1lVarkh Lift Statian as specified and as shown on the Drawings. B, The work shatl include furnishing, instaUing and testing t�e equipment and mat�rials detaiisd in the folfowing specifiication Secfians; � - .. ► . �fiC� � 16000 - 16�10 - 96120 - �6191 - 16230 - �6470 - 16�80 - 1�660 - G The work shall include furnishing and instal[ing iE�e follawing: 1. �lecirical s�rvice f�om the Power Company. 2. Teiephone service from the Tel.ephone Cornpany. 3. Gonduit, wire and field connections for a!I motors, motor controil�rs, control devices, cantrol panels and electrical equipment furnishe� under other Divisions. 4. Furnish and install light pole bases. 5. Furnish and install standby generator sets. 1 A2 RELATED WORK Electrical - General Provisions Raceways, Boxes, Fittings and Supports Wires and Cables (600 Volt Maximum) Miscella�eous �quipment Standby Generator Sets � Panelboards Motar Cantrol Centers Grounding System A. Excavatian and backfifling, including grav�l or sand bedding for underground e�ectrical work is as spec€fied elsewhere in these 5pecifiicatians. B. Cast in place concrete worfc, including concrete encasements for equi�ment pads, light pole bases and reinforcing steel, is as shown on the Drawings and specified. C&B 420330A1Q 2002 16000-1 Electr9cal — �eneral Provisians 1.05 AREA CLASSfF�CATfON & ENCL.OSURE TYP�S A. Urtless o�herwise speci#ied �erein or shown on fihe 17rawings, electrical �nclasures for the area classifications shall ha�e the follawi�g NEMA ra��ngs: �. Unless s�ecified ar shown 4therwise, NEMA 4X SS shalf be furnished and instailed far alE locations and en�losures on this pro�ect. '�.OG S�RVICE AND METERfNG A. The Contractar shafl coardinate instalfati�n �f #he electrical service a# bcat�on witih the pow�r company, and furnisi� all materials and e�uipment as required by the pvwer com�any. Service wif! be a�fained at 480 Vnits, 3 Phase, 3 Wfr�, 60 Hz fram a pc�le- mounted trans�ormers f�rnished and insialfed by the power com�any. B. The Contractor shall coordinat� installat��n of the telephone �ervice ai iacafion with the telephone cc�mpany, and s�a1f furnish artd ir�stall all mat�rials as required by the ielepf�ane company. �.�7 CODES, INSPECTION AND FEES A. �quipment, materials and installation shall campfJ� with the requirements at t�e local autY�ority havin� jurisdiction. B. Obtain aH nece��ary permifs and pay �ll fees required for permits artd ir�spections. 1.08 T�STS AND SETTiNGS A. Test syst�ms and equipment furnished und�r Qivision 16 ar�d repair or replace all defecti�e wark and equipmen#. R�fer to the individuaf equipment sec#itins for additional speci�c testing requiremenfs. B. Make adjusiments to tF�e systems and instru�ti the Owner's personr�el in the praper opera�ion of the systems. C. !n addition to the specific testing req�iremen#s listed in the individual Sectians, the faIlawing mi�imum fies�s and settings shali be ,per�nrmed. Mechanlcal ins�ection, testing and settings of c9rcuit �reakers, disconnect switc�es, motor starters, overload relays, conirol circuits and equipmenf far praper opera�ivn, 2. Cf�eck the fuEl [oad current draw of each mator. Where power factor correction capacitors are provided �he capa�ttor sha�� be ir� the circuit at the time of the measurement. Check ampere ratir�g of thermal overloads for motors and submit a typed record ta the Engine�r. !f Incorrect thermal o�rsrloads a�e instaEied re�lace same with the corr�ct size overload. 3. CheeK pQwer and control power f�ase rat�ngs. Repl�ce f�ses if they ar� found to be of the lncorre�f size. C&B 02Q330,Q1q �600Q-4 2002 El�ctrical -- General Pro�isi4ns .� 4. Check settings of the motor circu[t protec�ars. Adjust settings to lowes� settir�g i�at will allow the motor ta he started when under laad condi#ions, 5. Checic motar nameplates far correct phase and valtage. C�eck faearings for proper lubrication. 6. Check ratatian of motors prior to fiesting the driven laad. Disconnect the driven equipment if damage couEd occur du� to wrpng rotation. If the rotation is incorr�ct for the driven equipment co�rect motar car�nections af the motor #erminal box. 7, Check in#�rlacking, cantrol and insirument wiring for each system andlor pa�t of a system to prove that the system will function proper�y as indicated by control schematic and w9ring diagrams. 8. Verify all terrninativns at transformers, equipment, panels and enclosures by producing a 1, 2, 3 rntation an a phase sequenced motor when connecf�d to "A", "B" and "C" pE�ases. D. '�esting shall be scheduled and caardir�ated u+ritFt th� Owner at least 2 weeks in advance. Provide qualified test persannel, ins#ruments and test equipment. 1.09 IN��RPRETATION OF DRf�WINGS , � A. ihe Drawings are not intended to shaw exact locations af ronduit runs. Coordina#e the conduit installatinn with other trades and the actual supplied equipment. B. Ins�all �ach 3 phase circuit in a separaie co�duit unless ofifi�erwise shawn on the Drawings. ;, C. Unless otherwise approved by the €ngineer, c�nduit s}�own expose� shall be instalfed expa5ed; cc�nduEt show� cancealed shall be ins�alfed cancealed. 9. Vll�tere circuits are shown as "hame-runs" all necessary fittings and boxes shall be �� provided for. a comple�e raceway installatior�. ' E. Veri�y the e�act locaiions and mounting heighfis of lighting fi�ctures, switches and receptacles prior �o installatian. � F. Except where dimensions are shown, the tocatians of eq�aipment, �xtures, outlets and '� similar devices shawn on the Drawings are apprvximate oNy. �xaet locations shall �e . determined by the Cantractor and apprarred by #Y�e Engineer during constru�tion. i Obtain informa#ion relevanF to the placing of electricai work and in case ofi any ` interfierence with other work, praceed as dir�cted by the Engineer and furnish a!I labor ar�d materials necessary tQ compfete the work in an appraved manner. G. Circuit layouts are not intend�d tn snow ihe'number of fi�tings, or other �ns�allatian details. Furnish alI iabor a�d materials �ecessary fo install and place in satisfactory operatian alf power, lighting and oth�r electrical systems shvwn. C&B 02033D.01 � 16000-5 2a02 Elecfirical -� Generaf �ravisians H. R�design oF electrEcal or mechanical work, which is required due to the Contractar`s use of an alternate item, arrangement of equiprnent �nd/or layout other than specified f�erein, shall be done by the Contractor at hislher owr� expense. Redesign and detailed plans shall �e s�abmitted ta the Engineer for approual. No�additional compensafiion wfll be provided for changes ir� th� work, either hislh�r own or others, caused by such redesign. �.1D RECORD nF2AWINGS A. As the work progresses, legibly record afl field changes on a sefi of Projec# Cantract Drawings, hereinafter called the "Record Drawings'". B, Recflrd Drawings shall accurately show the installed conditinn nf the fallnwing items: 1. One-iine Diagram. 2. Con�uctor sizes a�d canduit fills. 3. Pane[ 5chedule. �. Control Wiring Diagrams. 5. Lighting Fixture Schedul�. 6. Underground raeeway and routir�g. 7, Controf wirir�g associated with the star�dby generator and automa�ic transfer switch. � "�.11 EQUfPMENT INTERCONNECTIONS A. Review shop drawings af equipmenf furr�ished under other related DivisEans and pre�are coardinat�d wiring intercannecfion diagrams ar wirir�g tabfes. S�bmit copi�s of wiring diagrams ar tables with Recard Drawings. B. Furnish and instafl al[ equipment infierconnections. 1.12 MATERIAE.S AND EQUiPMENT A. Materials and equipme�t shall �e new, except where specifcally identified on the Drawings to be re-used. B. Materiaf and equipment of the same type snall be ihe prnduct of one manufacturer and shall be UL listed, wi�ere a Ul. �isting exists for such maferial or eq�ipment. C. Vllarrant a[I equipment furnished under �i�isior� �B in accardance wit� Sectian 017'�40. Refer ta indi�iduaf equipment sections for additional warranty items. G&B Q�,03S0.010 16000-6 2002 �le�trica! — General Provisions �.13 EQUIPM�Ni ID�NTIF'ICATION A. Identify e�uipment (disconr�ect switches, separat�ky mounted motar starters, control stations, etc) fiurnished under Divisian 1 B with the name of the equipment it serves. Controi par�els, panelboards, junctivn or terminal boxes, transfer switches, etc., shall have nameplate designations as shown on the �rawings. B. Nameplafies shall be engra�ed, I�minated plastic, nat less' than 1116pir� ihick by 314-1n hy 2-112-in witf� 31'l6-in high white�l�iters an a btack backgro�nd. C. Nameplates shall be bnnded to the enclasure using ar� epv�cy or similar permanent waterpr�of adhesive. Twn�sided foam adhesive tape is not acc�ptable. Where the equipment size does not have space fior mounfing a�nameplafe �he nameplate shall be permanently fastene� tfl the adjacent mounting surFace. PART 2 PRODUCTS (hIOT USED� pARi 3 EXECUTION 3.01 C�TTING AND PATCHING A. Cutfiing ar�d patching shall be done in a thorougF�ly workman�i�e mann�r and be in compliance with modi#[cations and repa�r to concrete as specified elsewh�re in th�se Speeifications Sawcut ihe co�crete and masanry prior to br�aking out sections. B. Core drill holes in cancr�te floors ar�d wa1�s as required. � C. Install wark at such tim� as ta require the miriimum amount of cutting ar�d patching. D. Da not cut jnists, beams, gird�rs, columns or any ather structural members. �. Cut opening only large enough ta allaw easy instaliation vf the can�uit. �. Patchi�g to be of the same ki�d an� guaiity of material as was removed. � G. The cornple#ed patching work shall rastore the surface to its original appearance or better. 3.02 INSTA��ATION A. Any work not installed accvrding to the Drawings and this Sectior� shall be subject to cYtange as direcfed by the Engineer. Na extra compensation will be aliawed far making #�ese changes. B. Electrical equipment snall �e pro#ec�ed at al# tlmes against mechanical injury or damag� by water. Electrical equipmen# shall nof be stored autdoors. Electrica! equiprrtent shall be store� in dry permanent shelfers. Qo not instafl electrical eqt�ipmer�# in its �ermanent locatior� until strucfiures are weather-tight. kf any apparatus C&B 020330,010 1600D97 �002 Electrical -- General Pravisions has been subj�ct to possible inj�ry by water, it shali be thoroughly dris� out and tested as directed by the �ngineer, ar shali b� replaced at no addi#ianal cost at th� Engineer's discretian. C. Equipmeni that has been damaged shalf be replac�cl or repaired by t�e equipment manufacturer, at the �ngine�r's discretiort. ❑. Repaint ar�y damage to fac#ory applied paint finish usir�g touch-up pain# furnished by the equipment manufacturer. Yhe entire damaged p�nel or sectlon shall be repainted, at no additianal cost to the Owner. 3.03 � MANUFACTURERS SERVICE Pro�ide manufacturer's services for tesfing and start-up of t�� folfowing equipmen�: Autamatic Transfer Switches �. Sfandby Generator 3. Mator Control Center B. Testing and startup shall noi b�: combined with trainir�g. Testing and sfar��up t�me sf�afl not be used for manufiacturers warranty repairs. C. Each trip far star�-up shall consist a# 8 working hours per day. 7ravel tim� shall nat be cflnsidered as park a� the 8 hnurs. D. The Cantractor shall provida tF�e cost of tesfing and start�up for each pi�c� of equipment as a separate cost, If all a� the frips are nat required for the projecf, the Owner shall ha�e the optian o�F accepti�g the value of unused tes#ing and stariup in a�di#ional spare parks. �. Five (5) separatiely bound typewritten copies of all �est r�ports and related mar�u�Facturer's data shall �a submitfed to the �ngineer. The cost of a!I testfng shall b� included in the bid. 3.04 TRAINlNC A. Pravide manufacturer's sarvices for training of planf personnel in operation and maintenance of the e�uipmen# furnished ur�der Division 16. Automatic Tra�sfer Switches 2. 5tandby Generator 3. Motor Control Center (112 day 1 frip min�mum) (� day 1 trip minimum) ('� day � trip minimum) (112 day � tri� min�mum) (11� day '[ trip minimum} (11� day 1 trip minimum) B. The Contrac�or shall pro��de the cast of training far �ach piece of equipment as a separate cast. If al! of the #rips are not required far f[�e project, the Owner sha[I ha�e the aption of accepting fhe value of unused training in additional spare parts. C&B 02D33a.010 160a�-8 20Q2 �lectrical -- General Provisions C. The cost of training programs to be canducted with �wner's personnel shall be included �n the Cont�act Price. The training and ir�struction, insafar as practicabis, sha11 be directly related to the system being supplied. V�Q'�vv �d� D. Provide detaiied O&M manuals to supp[ement the fraining c�urses. TY�e manuals shall include specif�c detai[s of equipment supplied and o�erat�on� specific to the project. E. The Contracfior shail �rovide the �wner, the qualified fiactory train�d personnel fa perform the training. The trainer's quali�catinns must be sent with th� prapased training schedule subject to the Qwner's acceptance nf the trainer. If the Owner determines that the proposed trainer is na# �ualified, the Con�ractor shali su�mit substitute trainers with the respective q�aaiifications for the Owner's accep�ance. 3.05 T€STfNG A. 7�st systems and equipment furnished under Aivisian 96 and repair or replace alf defec#ive work. Ma�Ce adj�stm�nts #o the systems and instruct the Owner's pers�nnel in the proper operation af the systems. �. Make the tests and checks priar to energizing electricai equipmenf as per 1.08 Tesi and Settings. C. Moiors 1. At the time of motar receipt, eaci� mator shall be visually inspected fnr any physical damage, and tested per the test farm included he�ein. 2. R�II voltage motors shall be provided with adeq�at� heating during storage. 3. Befare energizin� for machine, v'tsually inspec# for serviceability. Chec� manu#acturer's instructi�r� manuai for correct lubrication and �entiEation. Verify that proper alignment has been pe�formed. Check nameplate for electrical pawer requiremenfs. 4. 7est run ail mator preferably uncaupied or unloaded, before placing into reguEar service. A check on the ma#or for rotation, speed, current anc! temperature rise to be made and results recorded. Ths praper calor coding far phase identification shalf be maintained. Th�s may require lead swaps at the motor for praper rotatian, �A mntor p�ase ratation meter shc�uld be used prior to connection at motor to prevent late swaps. END OF SEGTION C&B 020330.010 1600Q-9 2002 Electrical — General Provisions SECTfON 1fi110 RAC�WAYS, BOX�S, FlTTINGS AND SUPP�RTS PART 1 G1�N�RAL �' 1.01 SC�PE 4F WORK ' A. Furnish and install complete raceway systems as shown on the Drawin�s and as ' s�ecified her�in. 1 A2 RELATE� WORK � A. Seciion 161�0: Wires and Cables (600 Volt maximum) 1.03 SURMITTALS A. Subm'it ta the �ngineer, the manufacture�s' names and product designation ar cataiog ,� numbers of all m�terials s�ecEfied. PART 2 PRODUCTS 2.D1 MATERIALS �, , A. PVC Coated Rigid Steel Conduit 1. PVC coated rigid steel conduit shall ha�e a minimum 0.�40-in thick, polyvinyl chloride coating permanently bonded to hof�dipped galvanized steel conduit and an internal chemicaliy cured ur�thane or enamel coating. 7he ends of all � couplings, fittings, etc, shall have a minimum af one pipe �iameter in length of , PVC o�erlap. F'VC conduit and fittings shail be manufaciured �y Robroy lndustries; ar equal. � B. Rigid Nonmetallic Conduii ; � 1. PVG conduit shall be rigid polyvinyl chlarid� sc�edule 40 as manufactured by , Carion, An �ndian Head Ca.; Kraloy Products Co., lr�c.; Highiand Plastics Inc, or equal, ihinwafl canduit designated for enGased burial as (iype EB) is not , . acce�table in any application. � C. Liquidtigi�t Flexible Metal Condui#, Couplings and �it#ings , 1. Liquidtight flexible meta! conduit shal! be Sealtit�, iype UA, manufactured by t�e Anaconda Metal i-iose Di�.; Anaconda American Brass Ca; American �lexible Conduit Co., Inc.; Universaf Metal Hase Co. or equal. } �. Fitfings used with liquidtight flexible metal cnnduit shalf be o# the screw-in typ� as man�factured by tf�e Thamas & Betts Ca.; Crouse-Hinds Ca or equal. C&B 020330.01 � � 6110�1 2Q02 Raceways, Boxes, Fittings and Supports D. Flexible Cauplings �. �I�xi��e caupfings shall be type ECGJH as manufac�ured by the Crouse-Hinds Ca.; Applefion �iectric Co.; Killark �I�ct�ic ManufactUring Co, ar equal. E. Boxes ar�d Fittings 1, All switch ar�d nu�le� baxes s}�all be o� the cast type. 2. NEMA 4X termina[ �oxes, junction boxes, pu[i boxes etc, s�ail be sheet stai�less sfeef wifh hinge� doors unfess atherwise showt� on the Drawings. Baxes shalk hav� cantinuously wefded seams and mc�unting feet. Wel�s shall be graund smaath. �oxes shall be �langed and shaEl nQt h�ve holes ar knackouts. �ox bodies shall not be less t�an �� gauge metaf and covers shaA not be less than 92 gauge metal. Covers shafl be hinged, gasketed and #astened with stain[ess stee� clamps. Terminal boxes shall be furnished with term�nal mauntin� straps and brackets. Terminal blocks shall be NEMA type, not iess than 20 Amps,, 6Q0 Volt. Boxes shall b� as manufiac�ured by Hoffman Engineering Co,; B�- Line Co.; KeystanelRees, [nc, or equaf. 3. All fittir�gs used wifh PVC coated condui# shalf be f�rnisi�ed with a pVC coating bonded tn the metal, t�e same thickness as used on the coated st��] conduit. The ends of cauplings and fittings shall �tave a mir�imum af one pipe diameter PVC overfap to cover threads at�d provide a seal. 4. Cast or malleabfe iran der�ice boxes shall be Type FD. All cast or mall�abl� iran boxes and tittings shal! h��e cadmium�zinc finish with casf co�er� and stainless steel screws as manufac�ured by the Crouse-Ninds Co. or �qual. 5. Cast afuminum device baxss shall be Type FD, All cas# alumin�m boxes and fitt�ngs shall be cop�er-fr�e alumir�um wifh cast alumi�um covers and stainless �te�� screws as manuiactured by the Kiilarfc �lectrlc Co.; Crouse-Hinds Co.; L, E. Masor� Co, ar equal. B. SteeE eE�ows and caupli�gs shaEl �� hot-d9pped galvanized. �lbows and cauplings Use� with PVC caated conduif shall be furnished with a PVC caating bonded ta the steel, the same th�ckness as used on �he coat�d steel co�duit. 7. Conduit hubs shal! be as manuf�ctured by Myers Electric Praduets, Inc. or equal. 8. Condui# wall seals for new concrei� walfs below grade shall be O.�.IGedney Co., Type WSK; 5�rir�g CEty Elecfrical Manufaciuring Co,, iype WDP ar equa�. 9. Con�uit wali seals far cored F�oles shall �be Type CSML as manu�aciured by ti�e O.Z.IGedney Co, or equal. 10. Canduit wall and flaor seals for sieeved aper�ings sf�all be Type C5M1 as manufactured by the O.Z.IGedney Co. or equal. C&B 020330.0'� 0 fi 6� 10-2 ��a� R�ceways, Bo�ces, Fittings and 5upports � 1. Combinatior� expansior��deflection fittings emhedded in concrete shall be Type XD as manufactured by the Crouse-Hinds Co.; O.Z.lGedney Co.; 5pring Cify Electrical Mfg. Ca, or e�ual. 12. Com�inatian expansEon-deflec�ian fittings instal�ed expased shall be Type XJ as manufactured by Crause-Hir�ds Co.; Q.�. G�dney Co.; Spring City �lec#rical Mfg. Ca. ar equal. 13. �xplosion proof �ttings shall b� as manufactured by the Crause-H��ds Co.; App[eton �lectric Co.; O.Z.IGedney Co. or equ�l. 1�. Canduif sealing busY�ings shall be O.Z.IGedney, Type CSB or �qual. 15. The Kellems grip to support th� cables shall be stain�ess steel. �� � F. Equipment Mounting Racks �. Stainfess steef channel with sfain[ess steel hardware shall �e used in Qutdoor locations. PART 3 EXECUTIDN 3.01 RAC�WAY APPI�ICATIONS A. Unless exact lor,ati4ns are s�own on th� Drawings, the Contractor shall coordinate t?�e pfacemer�t of conduit and related components with other #rades and exisfing insta[lations. s �. Unless shown on the drawir�gs or specified ofiherwise, the conduit type installed wiih respect �o fhe Ivcation shall be as fo�Iaws: �, - Conduit iype 1. PVC Caated Rigid Galvanized Steel 2, Liquid#ight Flexible Metal Raceway connectian to motors or vibrating equipment. �_� Underg�`a�n� enca5ed in red dyed 3. RPgid Non-metallic, Schedule 40 reinfiarced concrete. C. AI[ conduit of a given type sha[I be the product of orte martufaa�urer. C&B Q��33�.09 0 2002 � 6110-3 l.ocation E�cposed autdoor areas, hazardous ar�as, a1i embedded conduit bends, and afl canduit stub�ups to a minimum of 6" aba�� finished floor or grade. Raceways, Boxes, �'ittings and Supports 3.02 B�X APPLICATIONS A. Unless otherwise hereinafter specified or shown on fhe Drawings, all boxes shall be metal. B. Exposed switch, receptacle an� lighting outfe4 boxes and condule� fittings shall be cast or malleable iro�. C. Termina! boxes, junction boxes and pull bnxes sF�afl be NEMA 4X, staEniess steef. 3�03 FIiTfNGS �PPLICATIONS A. Combination expansic�n-deflectior� fittings �f�ap be �sed where conduits cross structure expansion j�ints. Refer to Structural Drawings for expansion join# lac�fions. �rovide bonding jumpers ara�nd itfings. B. Conduit wall sea[s shall be used where undergraund cor�duits penetrate walls, C. Conduit sea�ing bushir�gs s�all be used to s�al conduit ends expased to the weati�er. i�, �xpansion fitting on all exposed conduit risers. 3,04 iNSTALLATION A. No co�duit sm�ll�r than 3/�in electrical trade size shall be used, nor sf�all any have more than fihe equivalent of three 9� degree bends in any one run, Pull boxes shall be provided as required or directed. . 6. No wire shalE �e puiled until the conduit sysfem is comple#e in all details; in the cas� of concealed wprk, urttif all rough pfast�ring or r�nasonry has been completed; in the case of exposed wark, until the canduii system has been completed in every detail. C, Tne ends of ali conduits st�all bs tightly plugged to excl�de dust and moisture durir�g construction. � D. Cnrtduit supparts, ather than for undergrour�d ra�eways, shaff be spaced a� intervals vf 5-fi or fess, as required to obtain rig9d cons#ructivn. E. 5ingfe co�duit� �ha1R �e sup�arted by means af one-hole pipe ciamps in cambinatian with orre�screw back plates, to raise conduits from the surFace. Su�Face maunted panel boxes, junctfan baxes, cor�duit, etc, shall be sup�orted by spacers to pravide a mirtimum of 1/2-in clearance between wall and equipmenf. �. All conduits on exposed work shal! be run at righfi ang�es ta and parallel wi#h the surrounding wall and shall co�form to the form of the ceiling. Na diagonal runs will be aliaw�d, Bends in paraflel cvnduit runs shall be concentric. All cflnduit shall be rur� perfectly straight and true. C&s o2o33a.o� o � s11 a�� 200� Raceways, Baxes, �ittings and Supports G. Canduit term[nating in al[ enclosur.es shaff be �erminat�d with Myers type conduit hubs. N. Conduits shall be installed using threaded ittings. Liquidtight flexible meial conduit shall be �sBd for all mator terminations, the primary and secondary of transformers, generatar terminations and other equipment where vibration is present. J. Flexible cauplings shall be used in hazardaus locations Tor all mofor terminatians ar�d oti�er equipment where vibration �s pr�ser�t. K. Where conduits pass tFtrough openings in walls ar flaar slabs, th� remaining apenings shall be sea�ed against th� passage of flame and smoke. L. Conduit ends �xposed to t�e weather shall �e sealed with conduit sealing bushings. M. Emergency generaior source and nQrmaf ppwer company source feeders shall not ru� throu�h the same pull box. N. PVC boxes, cand�it fittings, etc, with integral hubs shalf be salvent welded direc�ly to t�e PVC conduit system. O. Conduits nated as spar� shalf be capped or plugged at both ends with easily removab[e fittings. P. 3116ein polypropylene pull lines shall be �nstalled in all new conduits noted as spares ar designated far futcare equfpment. Q. A[I cond�ii which may under any circumstance contain lfquids such as water, condensati�n, liquid chemicais, etc, shall be arranged to drain away fram the equipment served. If conduii drainage 9s nat possible, conduif seafs shall be used to plug the conduits. R. Where no type or size is indicated fior junciio� baxes, pull bnxes or terminal cabin�ts, �� they s�al� be sized 'rn accardance with #�e requiremer�is of NEC Article 374. S. Misceflaneous sfeel for fhe support of fixtures, �oxes, transformers, star�ers, cantactors, panels and conduit shall be furnished an� installed. T. Sieel channel�, flat iron and channel iron sh�ll be furnished and installed for the suppor� of all efectrical equipment and devices, where required, including a�! anchars, inserts, boits, nuts, washers, etc, for a rigid insta�lation. U. The use af running threads is prohibited. Where suc}� threads are necessary, a 3-piece union shall be used. C&B 020330.010 16110-6 2002 Raceways, Boxes, Fiftings and Supports V. AIE exposed conduit thrca�s shall be caat�d wi�h a rust preventative. W. PVC-coated rigid steEl cor�duits shall be installed usir�g tools designed for tFtat purpose, Any darrmag� to the coating shall be repaired fio the same thickness with 11qui� PVC repair caating. END OF SECTI�N C&B 02033D.090 16110�6 �fla2 Raceways, Boxes, Fittings artd Supports SECTION 16191 MISCELLANEOIJS EQUIPMENT PART1 GENERAL 1 A1 SCOPE OF WORK A. F'urnish artd install ali miscellaneat�s equipment as shown an the Drawings and as specified herein. 1 �Q2EQUIPM�NT L.IST � A. This Sectior� �rovides the requirements for misce[laneous equipment typicalfy : employ�d in a faciGty, hnwever, not all camponents spec�fled in fhis Sectian are necessarily utilized on fhis project. 9 .03SUBMfTTAl.S � A. Submit to the Engineer, detailed catalo� informatiQn or drawings describi�g electrical and physical characteristics of all equipment sp�cified. 1.D4R�FER�NCE STANDARDS ' A. Equi�ment enclasures shafl have N�MA ratir�gs suitable for the lacaiion in which they are installed, as specified in Section 16000. PART2 PRODUCTS , 2.01 C�MPON�NTS A. Main a�d Branch C�rcui# �eeder �reakers (Non-motor loads) .. 9. Mofd�d case circuit breakers: Thermal-magr�etic trip type, 600 Volt, 2 or 3 Pole as r�quired, �abeled in accordance with UL 489. Circuit breakers shalf be fully rated � tt� meet the spec9fied equipment sf�art circuit rafing. i� C, Instrumen#ation and Mefering 1. �Eapsed time hour meters: Five digit, non-reset type, with 120 Vait synchronous motar. D. Relays and Timers 9. Controi relays: 300 Voit, industrial rated, plug-in socket type, housed in a transparent polycarbona�e dust co�er, designed in accordance wi#h UL 5tandard 5�8 for motar contraller duty. Continuous contact rating shafl be 10 Arnps resistive, '!14 Hp, at 120 VAC, operating temperature m9nus 10 ta plus 5� degrees C. Relays shalf be Patter &�rumfield, KRP 5eries or equal with naon coil indicator light. c&� azo�3a.o�a �s�9�-� ZOQ2 Misceflane�us EquEpment 2 Time delay relays shall be 30Q �olt, solid state type, wi#h rotary swifch to select the fiiming range. Timers shal! b� Square D iype JCK70, ar approved equal. E, Pilat Devices 1. Con�rof operators: Heavy du#y, full size, oi�tight, witF� NEMA A600 cantact ratin�. Types and q�antities as shown an th� Drawings. 2, Ind�cator lighfis: �ull size, oiftight, LED type, with push�to-tesf feafiure. Calars and quantities as shown on the Drawings. F. Miscellaneaus Units 1. Surge proteetion: 60� Volt, 3 Pi�ase lighting arrestar and surge capaci�or, Generaf Efectric "Tranquelf" Series or equal. 2.04 SURFAC� PR�PARATiON AND SHOP COATINGS A. AH non�current carrying metal parts of the control center assembly sha!! be cfea�ed of all weld spatter and other foreign mate�-ial and give� a heat cured, p�osphatizad che�mical pre�treafinent ta inhibit rust. B. Indoor equipment shall be fi�ish painted wifF� one coat of manufaciurers standard electrocaated, heat ccared �name�. C. Outdoor eauipment shall be frnis� painted with two coat� afi �olyurethane or epoxy er�amef, 2 ta 3 mil thickness. Exterior colar shall be f ight grey. D, Urrpain#ed non�current carrying paris shail recsive a p�atec#i�e zinc plating to prevent corrasian. E. Wireway 1. NEMA A�X wireway sF�all be stain[e�s steei with gasket�d screw cavers and stainless s#ee� screws. 2. N�MA 4X wireway s�alf be Bull�tin F�22 as manufactured hy th� Hoffman �ngineering Ca or equaf. F. Polyefihy�er�e Waming Tape �, Warning tape shall be red polyefhyl�ne fiim, 6-in minimum widt�. 2. Warning tape shall be W.H. Brady Co., Catalag Na. 91296 or equaf. G, Terminal Blocks 1. Terminal blacks shafl he BOQ Volt, channel maunied, with tubular screw and �rsssure plate. � C&B 020330.�'[0 16199-� 20�� Miscellaneous Equipm�nt 2. Terminaf blocks shall be Builetin 1492 as manufactured by the Al1en-Bradley Ca. or equal. H, Corrosian inhibitvrs 1. Alf equipment enclos�r�s, termtnal �oxes, etc, loca#ed in a N�MA 4X rated area that contains electrical or electronic equipment ar terminal s�rips sh�l� be furnished with an infernally mo�nteds chemicalfy treated corrosifln inhibitor pad. 2. The corrosian in�ibitor pads snall be as manufaciured �y Hoffman Engine�ring Co,, 3M or equal. !. Equipm�n� Maunting Stands Equipment mounting s#ands shall be custom fabr'rcaied from stainEess ste�l channel, as shown on the drawings. J. Automatic Trar�sf�r Switches (�80 Volt Applications) �, �ach automatic transfer swifch si�all be desi�ned far an emergency and narma� source af 480 Volt, 3�has�, 3 Wir�, 60 Hz. Current raiings shal! be as shown on the Drawings. Switch shall �e listed und�r UL 1048. 2. The switch shall initiate transfier af the load to the emergency svurce w�en any phase af the norma! source drops b�faw 90 percent of narmal volfiag�. The switch shall transfer au�nmatically to fhe normal source when power is returned. 3. The transfer switch shall be adequately construcied to carry fu[I rated current on a continuous 24 hour basis in a�! approved �nclosures and shalf nat show exeessive heafing or be subject to de�ra�ing. The transfer swifch shall be capable of withstanding al� avaifable system fault currents wifhout part�ng of or damage to c�ntacts during the faul# clearing time of #1�e system auer-current device. 4. The transfer switch shall be e[ectrically operated and mechanically held. The electricaf operator shal[ be a momentarily energiz�d, single-solenoid mechanism. Main operatars whic� include o��rcurr�nt disconnect devices, linear motnrs or gears sha[I not be acceptabfe. The sw�tch shall be mechanicaily interiock�d to ensure only iwo possible pasifians, normal or emergency. 5. The switch shall be positfvely locked and unaffect�d by momentary ou�ages, sa thai cantact pressure is mafntained af a constanfi valu� and contact temperature , � rise is minim9zed for maximum reliability and operating I�fie. 'I �. All main contacts shall be sil�er composition, 5witches rated 600 amperes and ;} a�ave shati have segment�d, blow-an construction for high withstand and close-an eapability an d be profi�c te d by separa te arcing con tac ts. � 7. Inspection of alI contacts shall be possible from #h� frant of the switch withaut �� disassembiy of operating linkages and without disconnection of power eonductnrs. Switc�es ra#ed 60a amps and �igher shal[ have front removable and replaceable ' 7 contacts. A!I sfaiionary and moveab�e cantacts shal� be replaceabls wiihout .� removing power conductors an�/ar bus bars. G&B Q2033D.010 16191-�3 2002 Miscellaneous Equipment 8. Designs utilizing components af molded-cas� circui# breakers, confiactors, or parts ther�of, which are not intended for continuous duty, repe#itive switching or transfer between two acfiive power sources are nof acceptable. �. The controlfer`s sensing and logic sf�al! b� provided by a single built-in micraprocessar for maximum re�iability, minimum maintenance, and the abifity to communicaf� serially thra�gF� an opfianal seriaf communfcafiion module. 10. All cusiomer connections shaU be wired fo a commar� terminal block to slmplify feld-wiring cor�nec�ions. 11. The AiS shafi be housed in the motor control ce��er as shou+m on fihe drawings. 12. All sfandard and optional doar-mourtted switches and pilat �ightis shall b� ir�dustrial grade iype or equivaler�t for easy viewing & replar,ement. 13. A�our Ifne, 20 character LCD d�sp[ay and keypad shall be an infegraE par� of the contraller for vfewing all available data and setting desired ap�ratianal parameters. Operational p�rameters shafl alsa be avaifable �For viewing and limited contro! throug� #t�e ser[a1 communications input port. Tl�e following parameters shall anly be adjustable �ia DIP switches or� the controlfler; a. b. c. d. Nominai line volfage �nd frequency Single or three phase sensing Operating parameter pratect�c�n Transfer operating mode configuratian (Open transitian, Clased transition, or Defayed fransi#io�) 14. Voltage and f'requency on both the nprmal an� emergency sources (as i�oted belowj shap be continuousl� monitored, wit}� the follawing pickup, dropout, and frip setting capabiiities values shown as °/fl of nominal u�[ess otherwise specified: Parameter llndervaftage O�ervoltage UnderFrequency Overt�equency Voltage un�alance Sources Drot�out / Tri� N&E,3�p 70 to 3$% N&E,3� 102 to 1� 5°!0 N&E $5 to 98% N&E 102 to 110% N&E 5 to 2D% Pickuq 1 Reset 85 to 100% 2°Jo below trip �Q f0 � Q�% 2% beloW trip �1 % �}B10W f�l'O�pUt 15. An adjus#abl� time d�lay of 0 to 6 secor�ds s�al! be pravided �o averride momentary normal source oufages a�d deJay all transfer and engine starting signals. Capa�ility shaEl be provide� to exfend this time delay to fi0 minutes by providing an external 2�4 VDC power supply. '16. A time delay shalf be pravided on firansfer to em�rgency, adjustable frc�m 0 t� 6� minutes, for con4rolfed fimir�g of transfer ofi loads fa �mergency. 17. Two t�me delay mades (w�ich are independently adjustable) shall be provided on re-trans�er to nnrmal� One time delay shall be for actual normal power failures and the ather for the tes# mode functian. The #ime delays shall be adjus#abls from 0 to C&B 02Q330.010 16191 r4 20a2 Miscellaneous �quipmen# 6Q min�tes. Time delay shail be automafiically bypassed if the smergency source fails and the normal sot�rce 9s acceptable. 18. A time delay shall be �rovided vn shut down of er�gine generator far coal down, adjustable fram a fio B� minutes. 19. A three pasitian momentary fype test switch shal� be pro�ided #or the test 1 automatic f reset modes. Th� test pasition will simulat� a normal source faifure. The reset position shall bypass fihe time d�lays on either transfer ta em�rgency or retransfer ta narmal. Provide #he automatic swEtch contact for remote manitoring. 2p. A set of DPDT gold-flashed contacts rated 10 amps, 32 VDC shaH be pro�id�d far a Iow-voita�e engine start signal. The sfi�r� sfgnal shall prevent dry cranking of the engine by requiring the genera�or set to reach proper output, and run for the duration o� �he caal dawn setting, regardless o€ whether the norma! source resfiores before the load is iransferred. 2�. Auxiliary contacts, rated 90 amps, 25a VAC shal] be provid�d consisting of ane cantact, closed when the ATS is eor�n�cted to the normal sQurce and one c�ntact closed, when the AT5 is connected to the emergency source. These contacts shatl be w�red #o fhe RTU for remate mon�toring. 22. �ED i�dicating lights shal! be pro�ded; vne to indicate wi�en the ATS is connected ta the normai source (green) and one ta indicate when t�e ATS is connected to the ernergency source (red}. 23. L�D indicating lights shall be provided and en�rgized by controlfer outputs. The lights shall provide true saurce availability of the narmal and emergency sources, as determined. by the �oltage sensing trip and resef settings for each source. 24. Pravide the ability ta select "commitlnv commit �o �ransfer" to determine w�tetner #he [oad should be transferred ta the emergency generatar if the normal source � resfores b��are the generator i� ready to acce�t tf�e load. 25, An Inphase monitor shalf be pro�ided in the cantroller. The monitor shali cor��ro! transfer so that mafiar load inrush currents do not ex�eed normal sfa�ing currents, and shall not require �xter�ai cor�trvl of power sources, � 26. Engine �xerdser-'The contraller sha[I provide an internal engine exerciser. The engine exerciser shalf allow the us�r to program up to seven diff�rent exercise ., rautines. For eacf� routine, the u�er shaEl b� �z�le to: •• a. Enable or disable the routine. b. �nable or disa�le transfer of ff�e load during routir�e. - c. Set the start time; - time of day d day af week � - week of month (1 st, 2nd, 3rd, 4th, alternate or every) ' C&B 020330.0 � 0 16191-� 2002 Misce!laneous Equi�ment d, Sef the dura#ion of fhe run. At the end of the specified d�ration the �witch shall transfer the load back to rtormaE {if this feature is enabled� and run the ger�erator for �he specified cvol dowr� period. A�f p-year life battery that su�pli�s pawer to the real f�me clock ir� the euent of a power loss witl mainfain ali time and date information. 27. System S�atu� a The ca�trolfer LCD display shall irtclude a"System Status" screen which shall be readily aacessible from any point in fhe menu, This scr�er� shall display a clear deseripfion of the active operafiing sequence and switch position. 28. Sel�' Di�gnostics - The controfler shall con#ain a diagr�as#ic screen far the purpose of detecting sysiem errars. This screen shalf prov�de informatio� on the status input signals to the controlier which may be preventi�g Ioad transfer commands fram being completed. 29. Data Logging � The contralfer shall have the a�ility ta log data and ta maintain the fas# 99 events, even in the ever�t of tatal power Eoss� ihe following ��ents shaii be time and date stamped and mainfained in a nan-volatife memary: a. Event �ogging 1. Data and time and reasan far transfer normaf to emergertcy. 2. Data and time and reasan far #�-ansfer em�rger�cy to normaf. 3. �ata and time and reason for engine start. 4, Data and #ime engine stopped. 5. Data and time em�rgency source a�ailab�e. fi. Data and time emergency source not avai�able. b. Statistical Datia 1. T'otal numbe� of �ransf�rs. 2. Tofia[ number of transfers due td saurce failure. 3. Total number af days cnntralfer is er��rgPzed. �. Tofal number of hours both normal and emergency sources are avaiiable, 30. The ATS sha�l be rat�d fia close on and withstand the availabl� RMS symmetrical shorf circu�t current at the ATS termina�s with t�� fype of o�ercurrenf protectian s�own on fF�e �lans. 31. The ATS shall be U� Gsted in acc�rdance with U!. 1008 and be label�d in accordance witi� tha� standard's 'i'1 and 3 cycle, long-time ratings, ATSs which are not fiested and IabeEe� with 9'/ a�� 3 cycle {any breaker) ratings and have series, or specifie breaker ratings only, are not accep#able. 32, The complefe AiS shall be factory tested to er�sure proper operaiion af the indivldual components and correcf overall sequence of o�eration and tv e�sure thaf t�e operafiing transfer time, voltage, fre�uency and time defay settings are in com�liance with fhe specifcatian requirements. 33, Automatic Transfer Switch shaEi be as manufactured by ASCO. C&B �2�330,0�0 �6�g1-6 2002 Misceflaneaus Equipment � K. Weighted �loat Ty�e Level switches 1. Type: a, The switch assembly shalf be weighted and suspended an its awn cable. 2. FunctianlPerformance: a, Temperature Ratfng: 0-50 degrees C. �. Gflntact Rating: Up to 25QV ACIDC, and 8 amps AC, 5 amps DC. c. Contacfi,4rrangement: �orm C cantact, which is field selectable r�armally, o�e� ar closed. 3. Pt�ysicai: a. Contact: Sealed mercury �witch haus�d in a chemicaE-resistant polypropylene r,asing. b. Fl�xible Suppor# Cabfe: Synthetic #hree wir� cable, mfnimum �9 AWG wire. c. Specific Gravity: Matck� to fEuid ��ing measured. �. QptionslAccessories Requirecl. a. Pro�ide flexi�le support ca�le af sufficient length to ensure no splice or eonnection is required in fhe wet wel�. b. Pro�ide junction box outside the wet we11 far cor�nection of cable. c. Provide stainless steel suppflrts/mauntin� accessories as required. �; 6. The switch shal{ be as mar�ufiactured by Flygt Model �NH-10 or approved equal. �. Ultrasanic Level Measurement 9. Level Element � , a, Type: 1) Kynar 2) Electronic pulse output , , 3) 9" NPT Maunti�g 4) Model XCT-8 or equal . b. �unctionlPerformance 1) �'unc#ion: To sense �ariable liquid level. � 2} Principle: Ta pulse ultrasanic signals farm the transd�cer toward the liquid i C&B 020330.010 16191 �7 2002 Miscellaneous �quipmenf and receive the echo m�asuring the tim� between sending and receiving the pufse signaf and proportioning thaf ta the measured liquid depth. 3) Input Pawer; �rom transmitter 4) Range Capability: 3 feet tn 3� feet �) Beam Angie: 12 degrees 6) Shall have integral temperature compensatio� unii. c, Physical 1) Hausing; PVC completely encapsulated and s��mersib[e with an aluminum outer cover shall be suitabfe for enviranment in which it is being used. 2} Mounting: 2-i�ch pipe mounting or flartge mounted. �iange shall be G", 15� lb. R�, Teflor� coated. All flanges for chemical tanks shalE be Teflon caafed ta ma#cF� the transducer and flange coatings. 3} Interconnecting Ca�le: 3 conductor shielded c�ble, furrtished with sensor. �.�ngth fa suit insiailation. Sensar Cabie to be continuaus, na s�lices to instrument. 2. d. Performance 1) Accuracy. 0.25% of range or 6mm(o.24"�), whichever is greater 2) Repeatability. 0,25 percent full scale. Ultrasonic Level Transmitt�r a. Type 1 } Electronic pulse input 2) �lectronic analog outpuf 3) N�MR 12 enclosure, and sha[I be mounted inside the motor confrol cent�r. b. �ur�ctionlPerFormance: 1) Furtcfiion: Ta receive the transducer inptat and provide a curr�nt output. 2) Princip[e. To rnonitor the transducer echa and provide electrical pufses ta tt�e transducer. 3) Input Pow�r: 105-12� VAC, 60Hz 4} Output: 4W20 mA inta 1 K ohm maximum 5) Accuracy: Currer�t output ane perc,�nf of selected full scaie range. 6) Repeatability: 0.25 }�ercent full scale. c. Physical: 'f } data. 2} Five (5) form "C" SPDT alarm relays rated at 250 VAC .5 Amps 3} Le��l transmit��r shafl be programmed by er�tering aIl o��rational data via a rernovable nor�-ir�trusiv� infra-red �rogramming module. Pr�gramming module shall be used to calibrate the transmifiter and or review the aperational parameters and measured values, Transmififer shali ha�e �PRONE memory ar�d sf�all not required a baftery to ensure protec�ion of shared data. 4}. 5) Display: Multifunction LCD display far viewing parameters and operatian G&B 020330.01D T6�9�-8 �nnz Miscellaneous �quipmer�t d. Manufacturer shall be Milltranics Hydrof�ar�ger Plus or approved equal. e. Special Tanfs 1) Provide one remo�abls prQgrammer M. E.evel Conirofler 1. Liq�id L�vel Controller a. Typ� �E } 4-20 ma signai input 2) Four (4) adjustab(e setpoints with relay nutputs b. �unct9onlPerfarmance 1} Functior�: To control liquid level by cafling fio� pumps to energize and desnergize based on 4-20ma from the ultrasonic levef fransmitter. 2) Input Volfage: 120 V AC, � 3) Dead band: 1°foof fufi scale 4) Repeafi accuracy: �1-1 °fo af scaled maxim�m 5j Display type: 3-�/2 digit liquid crysfial dispfay 6) Gontacts: 4 SPDi 7} Cor�tact ratir�g: 10A afi 240 V AC resistive, 4A at 'E20 V AC inductive 8) ihe level canirolJer shalf be installed insi�e the mo�or contral cent�r. c. Manufacturer shali be iime Mark Carporafiian Mod�N 4�442 or approved equal. N. AUTOMATiC T���PHONE �IALING SYSTEM '[. Autodialer a. iype: 1) Digitally synthesize� voice. 2) Miaroprocessor-based. 3) Standard felephone circuit. b. Operation: "° 9) to accept a N.O.IN,C. con#ract input and deliver a�re-recarded alarm message. � = c. ��anctional: 1) Inputs - up to 24 selectable N,4. or N.C. contract inp�ts, one 4-24 ma input, and power failur�. . 2} Outputs - dial ar�d re-dial up to r�ine separate telepf�ane numbers. 3} Pawer - '120 VAC 4} Battery backup - B hours. , 5) Answer Defay � programmable, 1 to 99. 6) Data Retentions - nan-volatila memnry. � 7) Status tnterrogat[on - upar� receiving an incoming call, the dia[er shall repori station sta�us to the caller. C&B 02033a.010 16191-9 2�02 Miscellaneous �qui�ment 8) Surge 5uppressor (AC an� p�tone fine) 9) Windows-based program to configurelc�mmunicate to dialer rcmoiely or local�y via desktop PC or Laptop. d. Au#odialer shall be Microtef Series 9�OOEX wi�h 24 in�ut modules. PART 3 EXECUTION 3.01 I NSY'AL.LATION A. Test and verify a!I connectians in accordance wifh th� testing paragraphs of Secfiion 16000, ar�d place into operation. END O� SECTION C&B 020330.Q10 16191-'10 20a2 Miscellaneous Equi�ment S�CTION 1�230 SiANDBY GENERATOR 5�T PART � G�NERAL. 1.01 SC4�E OF WORK A. Furnish and install standby gen�rafar sets as shown and he�eir� sp�cEfed. 1.02 RELAT�D WOf�K A. C4ncre�e far equipment pad is as spe�ified elsewhere in these Specifications. B. Automafic transfer switch is incl+��ed in Sec�ion 1 E'! 91. 1.03 SU�MITTALS A. 5ubmit ta ihe Owner, shop drawings and praduct dafa, for the fiollowing: 1. Equipment outline drawings shQwing elevatian and plar� views, dimensions, weight, anchor details, and required operating clearances. 2. Canduit entrance drawings. 3. F'rod�ct data sheets and catalag numbers for the engirre, AC gen�ra4or, �afitery ci�arger, generator �et contrgl system, electranic governor system, control stafions, meters, relays, pilot lights, circuit breaker, etc. l.ist all options and accessories fur�ished specificalfy for this project. ' 4. Provide can#rol systems engineering showing interwiring and interlocking fio , remote ma�nted devic�s, aantrai sigr��ls, remate alarms, etc. Shaw wire and terminal numbers, Indicafe special iden�ificatians for electrical de�ices per drawings. ' S. Instruction and renewal parts books. 6. Ifiem�zed I�sfi of spare parts furnished specifically for this project, including ' quantities, �esct�iptions ar�� part numbers. 1.0� REFERENCE STANDARDS 1 A, Equipment shall conform tv the falfowing applicable star�dards: . 1. N�'PA 110 for level 1 systems. 2, �SHA �or rotating parts. 3. NEMR MG'I temperature limits, , , 4. Ul508 5. C5R282-M1989 6. IEC 8528 �ari 4 7, Mi� — Std 4�1 C par# 9 C&B �2Q330.0�0 2002 16230d1 Standby Generatar Se# 8. iEc sta sa�.�, �a�.s, so�.s 9. I�EE�87 10. ASTM D2794-93 11. ASTM D224i-92 12. UL listing for fuel tanks � .05 QUALITY ASSURANC� A� The sfandby generato� set shall be th� product of a manufacturer who shafl a�so be the manufacturer of the engir�e and alternator s�pplied. B, AI[ sectio�s of the set shafl have a UL �abel where an app(icable standard exists. 1.Ofi OP�RATING AND MAfNTENANCE MANUALS A. O�erating and maintenance manuals shall be �urnished in accardance with Section � 60Q0. B. Tne manuals shall b� bour�d and shall also include: 9. Automatic and manual startup and shutdown sequences. �.Q7 MANU�ACTURERS A. The standby generator sef sF�all be af the following produc�s or equal: 1. CumminslOnan 2. Detroit Diesel 3, Caterpilfar 1.D8 SPARE PARTS A, Pravide tY�e fo�lowing spare par�s in the quantities specified� 1. 2 air clean�r elements af each fiype, 2. 2�uses of each type. 3. 2 Radi�tnr hos�s of each type. 4. 2 Fuel filters of each type. 5. 2 Oil filfers of eac� type. 6. 2 Belts of each type. C&B 02033Q.010 1 G23Q-2 2002 Standby Generator 5e# PARi 2 nRooucYs 2.01 RR�TING A. Voltage; 48Q volts, 3 phase, 4 wire, 60Hz. B. Power: S�andby, size as shown, on the Draw�ings, at .8PF, based an si#e elevation of �00 feet and ambient tem�eratures up tfl 50 degrees C. �.02 PERFORMANCE A. Volt�ge Regulatian: Voltage reguiation shall be plus ar minus 0.5 percer�t for any consiant load between no load and rated load for both paraiiel ar�d non�para�fel applications. Ra�dom voltage variation with any steady load from no laad to full Eoad shall not exceed pius or minus Q.5 percent.. B. �'�equen�y Regulation: Frequency regulation shafl be isachronous from steady staie no load to steady state rated foad. Random frequency �ariaiion with any steady load frorn nv load #o full load shalf no# exceed plus or minus Q.25°/a. C. Load �ick Up: TF�e dlesei engme-ger�eratar set shall be capable of picking up the loads at each site in the st�ps shawn, wlth starti�g and running voltage dips not exceeding 20% and frequency variation not �ess than +1- 5%: 5tep 1. First pump Step 2.S�cand pump 2.03 ENGINE A. GeneraL• The engir�e st�afl be diesel, 4 cycler radiafor and fan cooted. Minimum dispfacement shall be 1 � v0 cubic inehes, with B cyiin�ers. The hors�power ra#ing of the engin� at its minimum tolerance I�v�l s�tall be �ufficient fo drive the alternator and alf conn�cte� accessories. Two cycls engines are nat acceptable. �ngine accessories and features shall ino�ude: 9. Govemor System: An electranic ga��rnor system shall provide automatic ' isochronaus frequency regulatinn, 2. Radiator ar�d Cooling Sys#em: 5�id�mvunted r�adia#or and cooiing sysfem rated for full load operation in 122 degrees F(50 degrees C) ambient as measured at the generatar air inlet. Radia#or shall be provided with a duct a�apter �iange. The cooiing systam shalf �e filled with� 50150 ethylene gNycallwafer mixiure by the equipmenf suppi�er. Rotatir►g parts s#�all be guarded against accidental contact , , per OSHA requirements. 3. Electric System: An electric starter(s) capable of three camplete cranking cycles , withaut overh�ating. 4, Lubricatian Oil Pump: Positi�e d9splacement, mechanical, full pr�ssure, lubrication oil pump. � C&B D20330.p10 16230-3 200� Standby Generator Set �. Oil �ifters: �ulf flow lubricatian oil filters wi#I� repiaceabEe spin�nn canisier elements and �ipstick oil ievel indicator. 6, Fuel Pumps: An engine driven, mechanical, positive d�splac�ment fuef �ump. �'uel filter with repiaceable spin-on canister element. 7. Air cleaner: Replaceable dry ef�ment air cl�aner with restrictian indica#or. 8. �Uel Lines: Flexibie supply and return fuel lines. 9. �attery Charging Af#ernator: Engine mounted battery charging a�terr�ator, 4�- ampere min�mum, and solid-sfia#e voI#age reguia�ar. 2.04 AC GEN�RATOR A. General: The AC generator shaq be; synchronous, four pole, 213 pitch, revolving field, drip�provf construction, single �relubricated sealed �earing, air caaied by a dir�ct �rive centrifugaf bfower fan, and directly connected to th� �ngine with flexible drive disc. AIE insul�tion systern components shall m��t N�MA MG1 temperature �imits for Class H insulation system. Actual temp�rature ri5e measured by rasistance methad at full load shall not exceed 925 degrees Centigrade. B. Power: The generafor shali be capabl� of deii�ering rate� output (kVA� at rate� frequency and pawer factor, at any voltage nat more than 5 percent above ar befow rat�d voltage, C. ExcEtafion: A perman�nt magnet generator {PMG) shall �� included ta �rovide a relia�ie source of excitation power for optimum mator s�ar�ing and shar# circuit performance. The PMG and controls shall be capable ofi susiaining and regufating current supplied to a single phase or three phase fauli at ap�roximately 300% af rat�d c[�rrent for no� more than � 0 seconds 2.05 CONTROl� A. Ge�eral: The generator set shali be �ravided with a microprocessor�based control sysfem that is designed to provide aufomatic starting, monitoring, and contral functior�s for fihe generator sefi. ihe con#rol system shalf �Iso be designed to allow lacal monitoring and cant�ol af the ganerat�r setT and r�mote monitoring and control as described in this specification. ' B. Maunting: The controi shall be mo�nted on #�e genera�or set. The cor�tral shall be vibration isoiate� and prototype tesfed to v�rify the durabifity of all camponents in the system under the vibration conditions encountered. C. Standards: The control shall be UL508 Ilsted, CSA282�M1989 certif�ed, and meet I�C8528 part A�. All switches, l�mps and meters shall be oil-tight and dust-tight, and the enclosure door shall be gasketed. There shall be no exposed points in th� controf {wifh the doa� open) that operate in exc�ss a� 50 �alts. The cantrols shall meet ar exceed the req�tirements af Mil-Std 4fi'IC par� 9, artd l�G Std 809.2, 8�1.3, an� 801.5 for susceptibili�y, conducied, ar�d radiated electromagnetic emisslons. C&B 02�33Q,010 16230�4 200� Sf�ndby G�r��rator 5et Th� entire contra! shafl be tested and meei the requirements af [�'EE587 fior va�tage surge resistance. D. Features 1. Mode Select 5witch: The mode select switch shall initiate the fioliowing control mades. When in fhe RUN ar Manual positian the generatar set sha[I s�art, and accelerate ta rated speed and voltage as directed by fhe operafor. In the OFF position the generator set shall immediately stop, bypassirtg afl time delays. In the AUTO position the generator set shall be r�ady �o accep� a signal fram a remote device to start and acc�lerate to rated speed and voltage. A�ry contract sl�al! be provided to indicate aut� position of the selector switch. 2. Em�rgency Stop Switch: Switch shafl be Red "mushroom-he�ad'" push-button. Depressing th� emergency stop switch shall cause the generator set to immediately shut down, and be locked out fram automatic restariing. 3. Rese# Switch: The RESE`f` switch shall be used fio clear a fault and alEaw rastarting the ge�eratar set after it has shut down for any fault condition. 4. Ana�og Output Metering: ihe genera#o� set shall be provided wifh a mefiering set lncluding the following feafures and funct'rans: Analag voftmefier, amm�ter, frequency meter, and kilowatt (KW) meter. Voltmefer and ammetar shali �isplay all ihree phases. Ammeter and KW meter scales shal) be c�lor coded in ihe follawir�g fashion: readings from 0�94% of generator set standby rating: green; rea�ings fr�m 90-�00°/p of s�andby rating: amber, readings in excess ofi �OD°/fl: red. � 5, Generator Set alarm Display: The generator set shall be pravid�d with alarm and stat�s indfcafing lamps ta indicate non-automatic generator status, and existing alarm and shufidown condi�ians. Th� lamps shall b� high-intensity LED fype. , The lamp condition sha�! be clearly ap�arent under bright roam lighting condit�ons. The gen�rator set con�rol shall ir�dieate t�e existence af the followin� alarm and sf�utdown con�itions on a digita! display panel: � low oil pressure (alarm} low ofl pressure (shutdown) oil pressure senderfailure {alarm) faw caolant temperature (alarm) high caolant tempera�ure (alarm} � h€gh coalanfi #emperature (shutdown) engine temperature sender fiailure (alarm) low caolant l�vel (alarm or sf�utcfown--selectable) { fail to crank (shutdown} • overcrank {sh�tdflwr�} overs��ed (shufdawn) low DC voltage (alarm) �. high DC �altage (alarm) weak bat�ery {aEarm) !ow fuel�daytanK (alarm} high AC voltage �shutdown) C&B 420330.09 0 16230-� 200� 5tandby G�nerator 5et Iow AC va�tage (shutdown} �nder frequency (shutdown) over current (warni�g) over current �shut�nwn} shorf circuit (shutdpwn) over load (alarm) emergency s�op {shutdown) 6. S�ecia! Alarm or Shutdawn Conditians: Provisions shall be made for indicaf�on o� two additianal alarm or shutdown canditions. Labeling ofi #�e alarm or shutdawn conditions shall b� of'the same type and �uality as the above-s�ec9fie� candiiior�s 7. En�in� 5fatus Manitoring: The foffowing infarmation shall be available from a digitaf status panel on the generator set control: engine oif pressure (psi or kPA} engine cool�nf t�mperature (degrees F or C) engine oil #emperature (degrees F or C) engine speed (rpm) numb�r of hours of aperation (k�ours} number of s#art attempts batt�ry voitage (DC vol#s) 2.06 CONTROL FllNC�10NS A. Cycle Cranking System: The canfro� system provided shall include a cyc�e cranking 5]/S��fYlr whicFt aflows for user selected crank time, rest time, and # of cycles. f nitial settings shali be far 3 cranking perio�s af � 5 secor��s each, with 1�-second rest period befween cranking periods. B. i�l� Mode ControL• The contra! system shall include an idle mode control, which allows the engine to run ir� idle� mode in the RUN pos�tion flnly. !r� this mode, the alternafor excitation system shall be disabled, C. Engine �ov�rnor ControL Yhe control system shall �nclude an �ngine go�vernor control, which functians tn provide steady state frequ�ncy regula#ion as nated elsewhere in this specifrcation. TYtc governor control shalf include adj�stmenfs for gain, dampin�, ar�d a ramping functian fo control ertgine speed and �imif exhaust smoke while the unit is starting. D. Time Dalay Start: Tf�e cantral system shal! include time delay sfart (adjustable 0-300 secands) and fime de[ay stop (ad)ustab�e 0-600 seconds) fu�c�ions. 2,07 ALTERNATOR CONTROL �UN�TiONS A. Voltage Regu�atiran: The generator set sl�alf inc�ude ar� automatic valtage regulation syst�m that is matched and prototype tested with the governing sys�em provided. Et sha�l be immune from misoperatian due to load�induced voltag� waueform dista�tion and provide a pulse width madulated oufput to the alternator excifier. The voitage C&B 020330.0') 0 � 6230-6 20D2 Standby Generator Set regulation system shall be equipped with three-phase RMS sensing artd s�al1 cantrol buildup o�F AC generatar voftage to provide a linear rise and lim�t overshoot. The system shall incl�de a#orque-matching characteristic, which s�a11 reduce ou�put voltage in pt-opcartian fa frequency below a threshold of [�8-59] HZ. The voftage reguiatar shal� includ� adj�stmenfs for gain, damping, and freq�ency roli-off. Adju�tmen#s shall be broad ran�ge, and made via �oltage adjust�ng rheos�at.. B. Output Current Controls shall be prarrided to monitar the au�put current of the generatar set and initiate an alarm when laad current exceeds 110% of #P�e rated curr�n# of ti�e generator se� on any phase for more #han 60 seconds. The confrois sha�l shut down a�d lock out the generator set when oufput current level approaches the thermaf damage point of the ali�rnator. C, Dutput Pvwer: Controis shall be provided to mvnitar ti�e K`N load on the ger�erator se#, and initiate an alarm cflndition when total load on the generatar set exceeds the g�neraior set rating for ir� excess of 5 seconds. Contrnls shall include a load-shed contro(, to aperate a set vfi dry contacts (for use in shedding custom�r load devices) when the generator set is a�erlaaded. D. Overlunder Va[t��e Mon�tor: An AC overlunder valtage monitoring sysfiem that respor�ds only to tru� I�MS vaftage eonditio�s shal! be provided. �h� system shall initPate shutdown of the generator set wf�en alternator output voitage exceeds 110°/n of the o�erafvr se� voltage leve� for more than 10 seconds, or with no intenfional defay when vaitage exceeds 9 30%. Under voltage shutdowr� shall occur w�ten the outpufi vo�tage of the aiiernatar is less than 85�/a for mare than 1 Q seconds. E. �attery Mor�itoring Sysfem: R ba#t�ry monitoring system shall be provided which initiates alarms when the DC control and starting �oltage is iess fhan 25VDC or mor� �han 3� V�C. Durin� engine starting, the law vo�tage limit shall be dlsabfed, and if DC �oltage drops to less than 14,4 v�iis fvr more than two seconds a"w�a�C battery" alarm shall be initiated. 2.08 CONTROL INTERFAC�S �OR REMOi� MONITORfNG A. Ceneraf: A[I contrai and interconnectior� paints from the generator set ta remofe components shall be �rought �o a separate connecfiior� box. No field cor�nections shal! b� made in the control enclosure ar in the AC �ower output enclasure. Provide ihe foffawing featu�es in the control system: . �, Alarm or Shutdown: Form "C" dry cammo� alarm cantaci set rated 2A a[,? 30V�C ta indicate existence of any alarm or shutdown conditfa� on the generator set. C. Generator 5et on: One set of contacts rated 2A @ 3�VDC to indicafe ger�erator set , 9s ready to load. The con#acts shall op�rate when valtage and fr�quency are greater � than 90°/a of rated candition. D. Power 5upply Circuit � 5wifched: A fused 10 amp switched 24VDC-power supply , I. circuit shall be provided for customer use. DC power shal! be available frflm this c9�cuft whenever the generator set is running. � C&B 020330.010 16230-� 2002 5tanc#by Generatar Set �. Power Suppfy Circuit — Conti�u�us: A fused 2Q amp 2A�VDC pawer supply circuit shall be provided for customer use. DC power �hal1 pe available fram this circuit at all times fram the engine startinglcontrol batteries. F. Following a[arms and s�atus shali �e mar�itared by the dial�r: �. Cammon Fault 2, �aw Batfery �. Low Level Fuel 4. HOA swi�c� na# in Auta Mode 5. Over Crank Alarm B. Generator On 2.Q9 BASE A. The engine-gen�ratar set shafl be maunted on a heavy-duty steel �ase to mainiain alfgnment befiween cflmpanents. ihe base shall incorparate a�aftery tray with hold- dawn clamps within fhe rails. 2,10 AUXILIARY EQUfPMENT AND ACCESS4RIES A. Coalant Heater: Engine mounted, tMermostatical[y contralled, coolant heater(s) for each engine. Heater valt�ge shall be 208V, 1 phas�. The cflolant heater shall be installed on fhe engine wifih silicone hose connectians. Steel fubing shall be used for cor�nectians fnto the engine caolanf system w�erever the length of pipe run exceeds 12 inches. The coolant heater ir�stallati�r� shall be specifically designed tn pravide proper venting of the system. The coalant heaters shall be instal�ed using quicEc disconnec� couplers to isafate the heafier for replacement of the neater element. Th� quick disconn�ctlautomatic s�aling couplars sF�afl allow the heater element ta be repfaced without drain9ng the engine conling system or sign'rFicant caolant loss. The cc�ola�t heater snall be provided with a t�ermostat, insta[led at the engine thermostat �flusing. An AC power connection bax shall be provided for a single AG power connection to the coolant hea#er system. Th� coolant h�ater{s) shall be sized as reromrnended by the engine manufacturer to warm tt�e engine to a minimum of 1 �OF (4dC} fn a 40F ambient, in cornpliance with NFPA110 requirements. B. Vibra�ion Isa�ators: Vibration isola#ors, spring/pad type, quanfiity as recommended by the generato� se# manufacturer, C. Starting and Gontrol Batteri�s: Sfarting battery bank, calciumjlead antimony typ�, �4 valt �C, sized as recommended by t�te �enerator set manufacturer, shaU b� supplied for each generatar s�# with battery cables an� connectors, �. E�chaust Siler�cer: Exhaust muf�er(s) shall ba provided �For each engine, size and type as recommended by the gerterator sst mar�ufacturer. The muff[ers shafl be critical grade. Exhaust system shall be insfal[ed accarding to the generator set manufacturers recommendations and app[icable cades and standards. 2.1'� BATTERY CHARGER c&� o�assa.010 1623D-8 2002 Standby Gerlerator Set A. R UL. IisfedlCSA cer#ified 10-amp voltag� regulated �attery charg�r shall be pro�ided in the �r�gine-generator sefi enclosure. I.nput AC voltage a�d DC out�ut voltage shal� be as required. Chargers shall b� equipped with float, tap�r and equalize charge settings. Operatianal moni#ors shall provide �isua� output along wifh individual form C con#ac�s ra#ed at 4 amps, 120 VAC, 30VDC far remote indicatian of: L,oss of AC power - red lig�t Law battery �oitage - red iight High baffery vaitage � rsd [ight Pow�r ON - green light (na relay cantaat) Analog DC �oftmet�r and amme��r, 12 hour equalize charge timer, AC and DC fuses shall also be provided on the charg�r. 2.1� OUi�OQR W�AiH�R -- PROT�CTIV� HOUSING, S�UND ATfENUAi�� TYP� A. Outdaor Weather-Protective Housing Generator set housing si�all be prvvided factary-�ssembled ta generator sef loase and radiator cowling, and shal� be of the sound�attenuated fiype. Housing shall pravid� ample airFlow for genera�or set� op�ration: a� rated laad in #he am�ien� conditions prer�o�€sly sp�cifiied. The housing shall have hinged sfde-access daars and rear cnn�rol door. All doors shall be lockable. Ail sheetmetal shall be primed for corrosion pro#�ctian an� finish painted wi�h �he manufacturers standard cofor using a twa step elec�rocoati�g paint process, or �qual me�t�ng ihe perfvrma�c� regu9rem�nts specifed b�low. All surtac�s of all metal parts shal! be primed and painted. Th� paintir�g process sha�l result in a coafingT which mee�s fhe fo[lawing r�quir�mer�ts: Primer thick�ess, 0.5-2.� mils. Tap coat thickness, 0.8-1.� mils. Gloss, p�r ASiM D523-�9, 8�°/p plus or minus �%. Gloss retention a�ter ane year shall exceed 50%. Crosshatch adf�esion, per RSTM D3359-93, 4�-5�. Impact resis�ance, p�r AST'M D��94-9�, 124-1 fi0 inch-pounds. Sait Spray, perASTM �1'i I-9D, 1ROD� hours. �iumidity, perASiM D2Z�'��92, '�ODd� hours. Water So�k, p�r ASTM �224��92, 100�} hours. �ain�ing of hases, clamps, wiring harnesses, and other non-metallic service paris shal! no# b� acceptable. Fasteners used sha�l �e corrosifln resistant, and designed ta minimi�e marring of the painted surface whe_n removed for �ormai installatiori or service work. 2.13 FU�� STORAGE TANK A. Pravide a dual wall sub-base fuel storage fank wi�h 24 hours at 'Ea0% I�ad usable capacity. The tank shail be canstruct�d of corrasion resista�t steea and shall be U� list�d. The equipmen#, as installed, shall meet all locai and regional requirements for above ground tanks. � � - �.�4 CIRCUIi BR�AKER A. Furnish and install a generator mounted molded case circui� break�r of th� rat�ng and siae as inc�ica#�d an the drawing. Th� circuifi breaker shall meet the spec'rficatian C&B 020330.010 1fi234�9 2p02 Standby Generafior Set in Section 1�480. The generatar mar�u#acfurer shall coordinate fif�e circuit breaker wifh th� MCC manufacturer for compa�ibilit�. The circui� breaker shall be rated at 8� KAIC. PART 3 EX�CUTION 3.01 COORDINATION A. Coordina�e wi�h other trades, equipment and syst�ms to �he fullest exte�t possible. 1,02 INSTA�LAi(ON A. Provide services of a quaiified field representative to ch��k the installation of the generator unit ta ensure a pro�er installatian. S. ir�s#a11 fhe generatar set with sub —�ase fuef tank an the concrete pad as shown on the drawings, f nstall #he vibra — isolators be�ween fihe sub -- base fuef tank and the generator set. lnstallation shall be in accordance wifh fihe manufacture�'s recommendations. 3.03 EQUIPMENi START-UP A. O�erate unit ta demonstrate abifi#y to operate continuousfy witho�at vibration, jamming, I�akage or overh�atir�g and to pertorm specified f�nc�ians, after instal[at9on and after manufaciurer's repres�ntatfve check af installed equipment. B. Compfy witl� manufacturer's operating and maintenance i�structions during start-up and operation. C, Prompt[y correct improper instal[atian of equipment. D. Cooperafe with su�p�ier of equipment at time of star�-u� and in maEcing of all finaf adJusfiments r�ecessary to place equipment in satisfactory warking arder. Star�-up shalf not commence without the presertce of the manufiacfurer's representative. 3.04 FIELD TEST A. Upon completiort of the instaE�ation an�t as soon as canditions permif, the emergency po►r�er supply system including the engine driven ger�erator, electrical cErcuits, controls, transfer swi#ch and ather devices shall be tested in the presence of the �ngineer by the Cor�tractor and the serv�ce representati�e fior #he manufacturer of . t�e engine driven generator unit to assure that �he system functians as specified. �. F'rior ta scheduling the t�st, noii�Fy the Er�gineer in writing that all requiremen#s and provisions of the Contract Documenfs have been fulfilfed, thaf a�l apparatus shall b� ciean, prop�rly adjust�d and ready for operation and #hai the Instruction Manuals, parts I�sts and record drawings describ�d in Paragraph 1.43 abor�e, have been submit�ed. 2. il�e manufacturers' representatives shall make such changes in wiring ar connectlons and such adjustments, repairs or replacements necessary to make C&B Q2Q330.0'E 0 'I �230-1 Q 2002 Standby G�nerator 5et ��e circ[ait, device or control sysfem function as s�ecified and otherwise comply with the Cantract Dacuments. B. As part af the fi�id test, each of the automa#ic si��a#dvwn devices shall be tested and #he respective values r�corded at which the devices r�vill stop t�e en�ir�e. Any ad�ustments r�quired shaif be made in the devices to make the operating vafues carrespond to those recomm�nded by the englne manufacfurer and as recorded during the stop test, C. After th� two ho�ar test has been campleted, a�ditional testing shall be performed to demonstrate #he emergency power supply system`s ability to meet the automatic �farting, loacE transfer and motar starting requirements as specified under Paragraph � .06G above. D. Piping shail be tested in strict accardance with the manufacturers �esting requirements. For each dou��e w��l fuel oil �ine eni�ring the building, provide a pr�sst�re tesi port with threaded plug in the double waff piping termination fit�ing. Piping sha�l be subjected ta ar� a�r test af 10 psig maximum. �. If the emergency power sup�iy sys#em fails ta fulfill the performance requirements of this specification, corrective action shall be takan anti the system retested to assure full compfiance. Ali expenses assaciated with th� field tests, including ar�y corrective ac�ion, shall �e borne ta the Contractor, �ND OF SECTION �� �i ; ,� C&B 02033Q.Q10 2002 16230-� 1 S�andby Generator Set � � I . PAi�T � G�NERAL � .01 SCOP� OF WORK SECTION 1647Q PANE�BORRDS A. Furnish all labor, maierials, equipm�nt and inciden#als required and ins4all aEl panelboards as shown on th� Drawings and as specified her�in. 1.0� SUBM�iALS A. Refer to Sec#ion 16fl00 for submittafs 1.Q3 R�F�RENCE STAN�ARDS A. Panelboards shall be in accordance wi�h �he Underwriter Labara#ori�s, [nc. "S#andarcl for Panelboards" and "Standard i�r Cabin�ts and �a�ces" and shal� be so labeled wh�re procedures e�ast. Pan�iboards shall alsa camplywith NEMA Sfar�dard far Pan�lboards and the la�es4 National Electrical Code. B. Where reference is mad� to one of the above standards, th� rev�sion in �ffect at the time of bid opening shall apply, �.04 MANU�AGTURERS A. 1�OI�O�V, 3 phase, 4 wire panelboards shall b� Type Pow�R-Line C as ma�ufactured by W�stinghous� �lec#r�c Ca_, Sen#ron as manu�ctured by Siemens; Type NQO� as manufactured by Square D Co., .or eq�ai. B. �7i1480V, 3 phas�, 4 wire par�elbaards shall b� Sentron as manufactured by Siemens; Type PoweR�Line C as manufiactured by Westinghouse Go.; iype N�HB as manufactured by Squar� D Go., or equal. C. 1�0/240V, single phas�, 3 wire panelboards. �. NEMA 3, 4 and �2 ganeiboards sha[I be type 9VP or DH� as requfred byvoltag� application; man�r'�ctured by the� Crouse�Hinds Company, or equal. PART 2 PRODUCiS 2A1 C��N�RAL A. Rating 1. Ran�lboard ratings shall b� as showrl o� the Drawings. AII pane�boards shalf b� rat�d for the iniended voltage. ca�� a2a��o,o�o �s4�o-� 2D02 Pan�lbaard 2. C�rcuit breaker �anelbvards shall be ful[y rated for the specified circuit breaker fault curr�nt int�rrupting capacity, Series cQnnected shart circuit ratir�gs wi11 nat be acceptable. 3, Panelboards shall be UL listed. 2.02 MATERIAL.S (NEMA 1) A. Inieriors 1. Alf interiars shall be cnmplet�lyfactoryassembf�d with c�rcuit breakers, wire cnnnectors, efc. All wir� connectors, except screwterminais, shall be of the anti-#urn sofderfess type an� ail shall be s�aitabf� for cnpperorafuminum wire of the s�zes fr�dicated. 2. fnterEors shall be so dssigned tha# circuit breakars can be replaced r�thaut dlst�rbing adjacent uni#s ar�d withvu� removing the main bus cannectors and shall be sa designed that circults may be changed without machining, dril�ing or tapping, 3. Branch ci�cuifs shall be arranged using dauble row construc#Eon exceptwhen narrow column panels ar� indicated. Brar�ch circufts shall be numbered by the manufaafurer. 4. A nameplate shali be provided listing m�n�afacturer'� nam�, �anel type and rating. �. Buses 1. �us bars far the mains sY�all be af tir� plated copper. �ull size neutral bars sha11 b� Included. �hase bussing shafl be fufl height wi#Y�out reduction. Cross connectors shafl be tin plat�d copper. 2. Neufral bussing shall have a sui#able lug fareacFt �utgaing feeder req�airing a neutral connectian. � 3. Spaces far future circuit b�eakers shal] b� bussed for the maximum device fhat can be �itte� info them. 4. Equipment ground �ars shall be furnEshed, C. Baxes �. Recessed or flush mounted boxes shall be made from gaE�anized cade gauge steei Y�aving mu�tiple knocko�fis, unless otherwise no#ed, Boxes shaEl be of sufficient size to provide a minimum g�atter space of4-in on al! sides. C&B 02D330A� 0 16470�2 2002 Panelboard 2. Sur�ace mounted boxes and #rims shall have an internal and exterr�al finish as hereinaft�r specifi�d in Paragra�h 2.02 D.4 below. SurFace mounted boxes shall be �eid punched for canduit entrances. 3. At least 4 stu�s for mounting ihe panelboard infierior shall be furnished. D. Trim 1. �iinged doors covering a!1 circuit breaker handles shall b� inciuded in a!I panel trfms. 2. �oors shall have semi flush type cylinder lock and catch, except that doors over 48-i� in heigh# shall have a vault handle and 3-pamf catch, compleie w�th fock, arrangad to fasten door at tap, bott�m and center. C7oor hinges st�all be conceaied. Furnish two keys for each lock. All lock� shall be keyed . aiike; direct�ry. frame and card ha�irtg a trartsparent cover shall be furnished on each doar. 3. The trims shafl be f�bricaied from code ga�age sheet steel. 4. All exteriar and in#erior stee� sur�aces of the panelboard shall be proper�y � cleaned and finisi�ed witf� ANS! Z�5.9 , No. 61 Iight gray paint over a rust�inhibitin� p�osphatized coafiing. The fnisf� palnt shall be of a type to ' which ffeld appli�d pai�t will adhere. 5. Trims #or flush par�els sF�all averlap the box by at least 314�in all around. '' Surtace trims sf�a11 have the same width and heighfi as the box. Trims shalf be fastened with quarter turn clamps. S 2.d3 MAiL�RIALS (NEMA 3, �4 and 12) A. Interiors and Buses I; 1. Int�riors and bus�s shall be as hereinbefore specifEed fQr N�MA 1 construc#ion. B. Baxes and Govers ' 1. Boxes and covers shall be made fram aluminum. ., �. Boxes and covers shall be hinged tag�ther and gasketed. � 3, Conduit apenings shatl be tapped. ` G For panelboards mounted outdoors ar in corrasive areas as indicated on �he , drawings, t�e enclosure shall be NEMA 4X al�rminum. , � C&B 020330,010 18470-3 2002 Panelboard 2,04 CIRCUiY BRERKERS A. : Paneiboards shall be equipped with circuit �reakers with �rame size and trip settings as shown on the Drawings. Circuit breaicers shal! b� molded case, holt-in type. C. Each circuit breaker used capacity af not les� than otherwise on the drawings, in 120/208 V panelbaards shalf have ar� interrupting 22,000 amperes, RM� syrr�m�tricaf, un�ess indicated D. �ach circuit breaEcer used ir� 2i71480 V and 480 V panelboards shal� have an interru�ting capacify of �ot fess ff�ar� 2�,000 amperes RM5 symmetrical, u�less indicated ofherwisa on the drawings. E. �ach circuit breaker used irt 120/24QV panelbaards shall have interrupting capacity �ndicated an drawings. F. GFGI (graund fault circuit interrupter) shaN be provided for circuits where shown on the Drawings. G�CI units ahal! be 1 pole, 920 �olt, molded case, bolt-on breakers, incvrporating a sofid state ground fauff infierrupter circuit insufated and isolaied from the breaker mech�nism.. The unit shall be UL listed Cfass A Croup I devRce (5 mifliamp sensitivi#y, 25 mi[lisecand trip time) and an inf�rrupting capacityof 1�,000 amperes RMS, G H Gircuit breakers shall be as manufactured by the par�efboard manufacturer. Circuit breakers sFtalf be able to be locked in t�e Q�� position, PART 3 EXECUTION 3.09 IIVSTRL�RTION A, B. C. Maur�t boxes for surface mounted panelbaards so ther� is at least 312-in air space between the bax and the walf. Connect �anelboa�c{ branch circuit loads so tha# fihe load is distributed as equally as possfble between the phase busses. Type circuit directories giving location and nature of Ioa� serv�d. Instafl circuit directories in each pan�l�oard. D. It�stall markers on the frortt caver of alE paneiboards which identify th� vol�age rafi�g. Markers shall �e made of s�lf sfiicking B-500 vinyi cfoth printed with black characters an an Alert Qrange background, 2�114-in high by 9-in w�de, Style A as manufactured by W.H. Brady Co. or �qual. C&B 020330.010 � 1647�-4 20Q2 panelbaard � �. Install a 1�in by 3-in (aminated plastic nameplate vuith � 14-in white Ietters on a black background on each panelhoard. Nameplai� [�tfering shall be as shown on the Drawings. Nameplates shafl be stainless steel scr�w mounted. �ND O� S�GTIUN +� I �� ;� � e r I C&� 020330.a�o �s�.�a� 2002 P�nefboard SECifON 16480 48D VOLT MOT{)R CON7ROL C�NTERS PART 7 G�NERAL � 1.a1 SC�PE OF' WORK A. Furnish al� la�or, ma�eriafs, equipmentand incidentals r�quired to provi�e, and make � ready for aperation, Motor Control Centers (MCC`s) as specified hereir�. �, IVlator ca�tral centers shalf be sized ta inci�de a!� equipmenf, spares and spaces sF�own on the Qrawings. 1.02 RE�.A�'ED WQRK A. Concrete for equipment pad is included in Dlvision 3� 1.03 SUBMfTTAL5 A, Submit shap drawings and pra�uct data, in accordance with 5ection 01300, as follows; 1. Equipm�nt outfine drawings shawing elevatian and plan views, dimensions, weight, shipping spiiis and metering [ayouts. Indicate all options, special #ea��res, ratings and deviations fram the Specific�t�ons. 2. �anduit entrance drawings. 3. Unit summarytables sho�ring defailed e�ui�ment description and �amep�ate data for each compartment, 4. Prpduct data sheets and ca#alog numbers tor overcurrent protectEve devices, motor starters, control relays, cor�trol stations, meters, pilot figh�s, etc. List all a�fions, trip a��ustments and accessories furnis��d speciflcally for this Project. �, Provide wlring diagrams including all ir�terwirrng and interloeeking bqtween u�ifs a�d tv rert�otely mounfed devices, Shaw wire and terminal numbers. lndicate special identifcatfons for electrica� devices per the Coni�act Drawjngs. 6. fnstructian and renewaf parts bao�s. 7. ltemized list af spare parts furnished specifically far #hps proj�ct, ir�c{uding quantities, description and part numbers. C&B Q20330.D 9 0 � 6480-1 2fl�2 480 Volt Motor Contrvl Centers PART 2 PRODUCTS 2.Q9 GEN�RAL A. �or addi�ianal constructia� notes and special requirements, refer to the MCG drawirtgs. 2.02 CONSTRUGTION A. Er�c�osure �. TF�e MCC e�closure #ype shafi be NEMA —�A and shaN �e installed in a NEMA 3R Stainless Steel �on�wafk in enclosure. The enclosure shalf be as shown on tt�e d�awings, and shal� he manufactu�ed I�y General Electric or equal. B. S#ructure �!. Motor Confral Cenier shafl consist of a series of inetal enclased, free- stand�ng, dead fronf vertical sections balfed tagether to form double wall cons#ruc�ian between sectiorts. Individual vertical s�ctiar�s shall be nominally 90-in. high, 20-in. wide and 20-fn. d�ep unless othe�wise showr� on the prawings. �ottom channel sills sFrall be mo�nted front and rear of the vertical sections extending the f�fl width of eac� shippir�g spfit. Top of each section shall have rem�va�Ie plates with liffing angle, Ma�e provisians for _ fi�[d insta�lation af additional sectians ta each end �nd prouide fuil depth cover plates (rodent barrlers) at each end of the motar control c�nter channel sills. Each seetion o� group of sectians sf�alf ha�e an exterior door, key -- lockable with door stops. �xteriar doors shall h�ve fliter louver ventilatian. 2. Front mounted (dead �rant) units, wher� specified, s�all noti require rear access and shall be suitable for back-to-back or back to wafl mounting, All wirir�g, bus jaints, and oti�er mechan�cal �arts requiring tig�tening or other ma�n#enance shali be accessible from fihe fron# ar tap. 3. Each ver�ica) section shall be divided infia na more fihan six compar#men#s which shall contain a feeder breaker, combfnatlam m�tor eontrol unit, ar ot�er control assembl�es conne�ted to a cornmon veriical pawer bus, 4. Vertical sectior�s shall eontain horizanta! wire w�ys at top and boftom of the sfiruc�ure. Tt�e design shafl be such to permit a continuous wir�ng #rough fram end to enr� of the entire widt� ofi the matar conirol center. End vertical sections shaif nave cover piates, which can be eas�ly removed to allaw cvnf«uafion ofwire ways and har�zontal bus extensfons forfuture add�tian af ver�ica� sections. G&B 02033�.090 1648D-4 2�p2 480 Valt Motor Cantrol Cen#ers 5. �he vertical secti�n shaA also have a continuous v�rtical raceway extending the �full height of the structura and shall intersect with the horizontal raceways: This wire way shall �e campl�tefy barriered fram the bus campartments, the cantroller campartment, and the adjacent vertical units, and shall have its awn separafe hinged doar or bolted cover. 6. Holes or slots pravided in wire ways or ofiher metal members far rfluting of wires shall be pravided with bushings or grommets ta awid damag� to the wiring insulatior�. 7. Combination motor control ur�ifs (size 5 and smaCler), as well as other elec#rical assemblies, indudfng feeder �ap units (2�5 amp and smaq�r), shall � be �rovided with apprapriateNy rated stab assembEies far draw ou# {plug�in) #ype construction. 8. Plug in provisions shall include a posi�i�e guide rail sys�em and stah shrouds ta insure aiigr�menf o� stab� with the vert��al bus. The stab shaU b� designed ta increase b�s cantact pr�ss�are during a#ault. The stab design shall assure a consistenflow-resistance contac#with the verticaf bus, even after repeated insertior�s and r�movais. ihe unit shall be equipped with a latching mechanism tn lock the draw�r in an extendeci or stabbe� position fior maintenance ar�d t�sting. Each draw out com�artment is to have a separate hinged daor. 9. �ach unit compartment sF�al! �e provided with an 9ndividual front hinged dvor. Mator contral and fee�er units shall be interlocked mechanicafiywith a unit disconnecf deuice to prevent unintentional openirtg of the doorwhile unit is energize�. An in#erlack between fif�e unit discannect and the structure shall preve�t ihe removal ar reinse�tion af the uni# when the unit is in the "'�FF" position. Means shaN �e provided for r�;leasing the inter�ock for intentional access andlar app�icat�on of power. Pad locking arrangements shall permit �acking t�e �isconnect device in the "OFF" pasition. 10. The MCC shall b� furnished as a campleteEyfactory assembled unit wizere transpor�ation facilities and installation requiremer�#s permit. Minimize shipping splits if required. . 11. Al! painted steel work sfi�all be treated with a primercaat and a finis� coat, ar �anderized and finished with a coat of baked e�tamel at the factory, such that �nafield painting will be required exceptfor"touching up" af damaged areas. Colar sh�li be manuf�cturers standard. 12. Furnis� documentafian with the equipment as folfows: Compartm�nts containing panel boards shall f�ave a card holder on the inside of the door with the branch circuits clearly id�ntified. Compartments cantaining moior star�ers shall eac� have an overload h�ater section table posted inside the door. RII contro� comparkments shall ha�e a packet on #he inside of the doar with a cvpy of fhe appropriate schemaiic and wiring diagram. C&B �20330.0'f � 16480-5 2pOz 480 Valt Motor Control Cer�ters � 3. Provide screw or� type engra�ed lam�nat�d nameplates as fo[�ows: Main equipment namepfate shall b� focated at the iop af fhe MCC near the main breaker cflmpartmer�t. fndiuid�af compa�tment namepiates screwed fn their respective �oors. Control d�vice r�ameplates for all derrices screwed on near fF�e vfcinity of each device as approved by the �ngineer. A mar�ufacturer's �laque sf�all be at�aehed to the MCC giving model number, bus ampsT voltage, maintenance reference dacuments, and other applicable "rnfarmaiion. 14. Provide space h�aters with thermostatic control fnr each vertical section. 15. Provid� fiuorescent lighting, switches and cortvenier�c� outlefs in the motor cantrof cer�ter. �. Buses �. A!I power buses sha(I be tin pla�ed copper. The main horizontal b�as shail extend the ent�re leng#h of the mator cantrol center. The main �us bars s�all be rated as shawn on #he drawing� andlor da#a sheets, but shali nat be l�ss than 600 amperes, 2. Each vertical draw out sectian shall have a t'ull heigF�i vertical tin pfat�d copper bus ratad as specified, put no� less than 3Qp amperes. Each vertica! bus shalf be of unifarm cross seciionaf area from tQp fia boitom. Taper�d b�s sha!! no# be accBp#able. The b�s support system shali be high dielectric strength, low moisture absarbing high impact material, 3. A cor�tinuous tin p[ated copper grau�d bus shalf be f�rr�ished for th� entire length af the MCG. Provide ground bofted connectors �nr 2J0 AWG wire at each end of fhe bus. � 4. Bus bracing sha[I be 6�,000 amperes RMS, symmetrical unless ofherwise indicated on the C�ntract Drawings, �. All buses, except ground buses, 5hall be completeFy concealed by steel pfafes or insulating materiaf. Cutouts shalf be p�'ovided in t�e ver�ical �solation barriers for stab connectfor�s to �ertica! bus. Un�sed cufouts shall be co�er�d. 6. AN bo[ted bus mating surfaces shall be tin plat�d copper, C. Wiring 1. Un�ess athenlvise stafed in the �ata shee#s, the motorcflntral centershall be wired Cfass II, type B constructior� with master terminal bloeks for eacfi cubicfe. �. AN w�ring shall be stran�ed copper nat smaller than #1 A�. C&B 02Q330.010 18480-6 2002 48Q Volt Mator Cor�tro! Centers 3. All contro� wi�ing tn draw out units s�all be run through spli# type terminal blocks (draw aut� which can be split to allnw easy �nit removal. Motor "T" leads shall bolt dir�ctly t� starter or aver�oads and shall not be splii type. 4. All wiring shail be neaffy �undled wit� ty-raps and supported tn wire way supports. controi w9ring shall b� bundled separately from power wiring. In addition, !aw signal wiring (miNivolt and milliamp) sF�a11 be b�ndle separately from the rest af the cor�trnl wfring. 5. One spare normally open and on� normafiy closed contact on all ralays, selector switches, push �uttor�s, "m" contact, afarm points, etc. sha{i bewired to t�rminal b{ocks. 6. Vllh�re "shipping s�fifs" �re required between tl�e carttral com�artments and t�e starter cu�icfes, interc�nnecting jumper wires shall be provided for fiel� re-connectian. Q, Identification Afl compan�nt and confira! id�nti#ication nameplate� s�tafi be engraved wiih the device name ar�d num�er exac#ly as it appears on the MCC Single L.ine Drawing a�rd/or as approved by the Engir�eer. �or d�:vices not shown on the single lin� drawing suc4� as time delay relays, the nam�:s vu�ilt be as shown on the Control Scl�ematic Drawings a�dlor as assigned by #he Enginee�. 2. All wirir�g s�all be tagged and coded vuith an identi#ication r�umber as shown on drawings. Coding will be typed nn a heat shrinkabfe tube applied to each end shawing ariginatian and destination of each wire. The marking shall be perma�ent, non-smearing, sol�ent-resisianttype similarto Raychem TMS, ar equai. 3, All terminal blocks shall be ident�fied bya system approved bythe Engineer. E. Main Section 1. The MCC mai� sectior�s shall ir�c�t�de the mair� breaker, metering and pow�r feeder entrance to the MCC, Provide bus extensions and compressian lugs for number and size of incoming cables as showr� or� fihe Drawings. 2,03 C�MPONENTS A. Provide three valve type lig�tning arrester� in each incoming Ilne where required by drawings or data sh�ets. s. Main Circuit Breaicer shal! be a moided case circuit breaker: 604 Volts, 3 Pole or 1isted ir� Sectior� K �elow: C&B 420330.010 1�48D-7 20a2 484 VoVt Motor ControV Centers B. The operational test sha11 inciude th� proper connection of supply an� control vof�tage and, as far as praciical, a mockup af simulat�d control sigr�als and control devices shal! be fed into tne boards ta check for proper operation. C, Factory test equipment and test methods shali corttorm wi#h the latest ap�licable reqUirements of ANSIt IEE�, U�., and NEMA standards, and shafl be subject ta th� Engineer's approval. 3.02 STORAGE AND HAND�.ING A. 'fi�e Contractor, and hence the MCC supplier, sha11 b� res�onsibie for safety of the MCC during storage, transporting and handling. B. At a!I tim�s the N[CC shall be housed ir�side a mc�isture free weatherproof hous3ng. C. The MCC sf�all have weati�erproof non-�oraus extra heavy duty plastic covers �t al! times, until it is ready for fest and 5tart-up. D. Interior and exter(ar of the mfltor contro! centers shall be Ke�t clean at ail times. �. S�ace heaters within the MCC shafl be energized during storage and instalfaf�on� C&B 020330,010 1848q-10 2002 480 Volt Mator Contro� Cer�ters i � � e � 3.03 �IELD fNSTALLATION A. Fie1d in�tafled wiring to MCC sha11 be neatly bundied w�th ty-raps and supported to wire way suppor�s. Gontrol wiring shaH b� bundled separately from power wiring. in addition, low skgna! wiring (rnifli�olt and milliamp) sl�a1{ be bundle separatelyfrom th� rest af the co�tr�i w�r9rtg. B. A!I f�eld wiring shaEl �e tagged and coded wifh an identificatifln number. Cod9ng will � be typed an a heat shrir�kable tube appli�d to each end af the wire. The marking shall be a perman�r�#, nar�-smearing, solver�t resis#ant type similar tv Raychem TMS, � or eaual. C. �'ield tesfrng and training sh�ll comply with Section '[8000 and as specified ir� Part 1 � � herein. 3.04 EQUIPMENT PR�T�CTi4N AND R�STORAT'fON � '� A. Cfean and vacuum interiar of the eq�i�ment. �. Touch-up and restore damaged surFaces ta factary finish. C. Remave all current transformer shunis after comp�eting secondary circ�it. D. Install overload refay heaters based on actual mofor nameplate current. Set overload relay settir�gs at maximum �aiues permltted by the NEC 430-32. � E. V�rify proper phase rotation of all loads. ` F. 5et overcurrent device trip settings a# tY�e 1ev�ls recammended fn the coordir�ation study performed ��r Seciion 16000. Canfirm and recard al� device trip s�ttings. END OF SECTION k� C&B 020330.01(} 1648Q-11 2002 �8011olt Motar Gont�ol Cente�-s SECTION 1666Q � � r -q �: �� PART1 G�NERAL 9.01 SCOPE OF WORK GROUNDiNG SYSTEM A. Fur�ish all [abor, materials, equi�ment and ir�cidentals required and insfall a compiete gro�nding system in strict accordance with Article 250 af the Natianal Electrical Cade (N.E.�.), as shown on the Drawings and as specified h�rein. �. A�E raceways, conduits and duc�s shafl eontain equi�mer�t gro�anding canductors siz�d in accardance wit� the N.�.C. Minimum sizes s�all be No. 12 AWG. " 1.02 SUBMITTA�S � A. Submit shop drawings and product data, as follows; q 9. Manu�Facturer's narne and cafialag data far ground rods and exoihermic ' welding me�hods and materials. 5 � PART 2 PROQUCTS 2,0� MATERIALS �� �r , l� ;c � I A. B. C. D. � E. F. PART 3 Con�uit shajl be as spectfied under Section 1611 a. Wire shaif be as spe�ified under Section '16120. Ground rads shall be 314-in by 10�ft copper clad steel and car�structed in accor�ance with UL-�487. �he minimum copper thickness shall be 0.25 mm. Ground rods shall be Copperweld or equal. Graunding conduit hubs s�alf be malleabfe iron ty�e simiiar to Thomas &�efts Co.; Cat. Na. 3940 (314-in condt�it size) �y �urnd�r; O.Z, Gedney Co, or equal, and af tfie carrect size �or ine cor�duit. Wafierpipe ground cfamps sl�all be cast bronze saddle type, simifar to Thomas & Betts Ca Cat. No. 2{112-in, 3!�-in, or �-in size} ar equal by Burndy; O.Z. Gedney Go. ar equal, and a�'the correct size f�r t�e pipe. Burled graUnding co�nections shall be by Cadweld process, or equaf exotF�ermic welding system. EXECUTION 3.01 INSTAl�LAiiON A. Run grounding e{ectrade canductors in rigid steel or PVC coated canduits. Bond the protecting conduits to the grounding elec�rod� conductars at �oth er�ds. Do not a�low w�t�r plpe connsctions to be painied. If the connectior�s are painted, dis-assem�le them and reemake them with new f[itings. B. Instal! equipment grounding canductors with all feeders and hranc� circui�s. C&B 02033DA'f 0 166�0-1 2002 GraundEng System � ��� 1 F���i��� L���L�1��iV� �� 1 �"1 1�V�1����'� ��i�I�E�1��1T1��1 � f� � CON7RAC�OR COMPL»IAWCE WIYH V1lORFt��S' COMP�NSATIOIV �AIl1! -� pursuant tv Article �30��3.�3 of Vernon's �nnotated Civil SEatutes, Contractar certifies that it provides workers' campensatEon insurance coverage for all of its empl�yees employed on CI�Y O� �OR'T W��iH '' ��PA�tTl4ll�[di O� �I�G1iV���ING �ROJ�C� NUNf��� 3�443 AFJD 1l��i�l� 9EPAR7l4AFN�' �ROJ�Ci f�UAfIB�� PS4B-070460136660. bollaman Corporation COIV�� YOR _ _ By _ ._ , _ .' . T � � ����,r _ ��t�� �)�-1 ��).� �ate s�a�� o��r�xas § § COl1i�iY OF' �ARRANi § ��FOit� M�, the undersiyned authoriiy, on this day personally appeared, known to me to be the person whose name is subscribed to the foregqing ir�strument, and aci�nawledged to me fhat he executed the same as the act and deed of �; ��,�_i, li i 1?7! .i1 _ __ for the purposes and consideration therein exp�ssed a�d in the capacity therein stated. GIV��! UhDl�l� l4AY H�►N� �►WD S�AL O� OF'FIC� this ��r day of � aa�. 0 .� Plotary �ublic in and f r the State of �exas =�;�, , _ . . _ � �,, ti�.:"uu,w 5ANDltA B. REYES � . a+�j,PY? �:°' ```�5 Notery PUbGC, 5tate af Texas ' ' � My Cammission Expiras �''+�:;�d��:`��� �rtay d1� 2b06 ' . qrr�m�,�• -..� i _ i�sa-: . . . i..�: u _ _ October 2002 020330 f`� F'�F�T F �- ��I�I�� �1�1� 1N�U1���l�� �EF�TIFf�I��� �� II��I�F�Ai��� PE���R�IfAI��� ���� F�AYIUIENT �C�I�� �UTAI�VT�N�I��� ��N� �., � �� - � r'--�*�'-�' Bond No, 5594349 PER�ORMAPlC� �OiVA TH E STATE O F TEXAS 3 GOUNTY OF TARRANT � KNdW AI.L MEN BY THESE PRESENTS: Tha# wa ('f ) Hollornan Cor�oration ,, a(2) Cor�oration of Texas _, h�r�inafter cailed Principal, and (3} Great American Ensurance Companv of New York , a corporaiion arganized and existing under the Eaws of the State and fuily authorized to trat�sact businass in the State of Texas, as Surety, are held a�d #irmfy bound unto the City af Fort Wor�h, a municipal corporation organized and existing under the laws of the Sfate of Texas, hereinafter called Own�r, in the penal s�m of �iqf�t Hundred Nineteer� 7�ousand Three Hundred Forty 5ix and 5'�11 DO Dollars {$ 819,346.51 � Dollars in �awful maney of the United States, to be paid in Fort Worth, Tarrant County, Texas, for the paymen# of vvhich sum well and trufy ta be made, we hereby bi�d oursel��s, our heirs, execuiors, administrators and succassors, jointly and severaliy, firmiy by thes� prese�ks. TH E CON DITION OF TH IS OBLlGATION is such that whereas, the Princ�pal entered into a certain confractwith the City af Fart Warth, the Owner, dated the ..� , day of Fcb , A.D. 20 �3 a copy of which ls hereto attached and msde pari herea#, for the construction of: CastRe Circle Lake Worth Sani#ary Sewer Force Main and Lift S#ation designated as P�oject No. �s} �.Q.E. No. 3443, 5ewer Praiec# No, P546-07Q460136660 , a capy of which con�ract is hereby a#tached', referred to, and made a part hereof as ful�y and ta #he sam� extent as if copied at length her�in, such project and construction being fi�ereinafter referred to as the A.work�. NOW, TH�REF�RE, 9f fF�e Princip�! shalf well, truly and faitfi�fully perfarm th� work in accardanee with the plans, specificaiions and contract clacume�ts during the original term thereot, ana any extensions thereof which may be granted by the Owner, witt� or witl�o�t hatice ta the St�rety, and if he shall satisfy ai[ ciaims and demands incurred und�r such contract, and snall fully indemnify and save harmless the Owner fram all costs and damages which it may suffer by reason of failure to do so, and shall reimbUrse and rEpay #he 4wner all outfay at�d expense which the Owner may incur in making gflod any d�fault, fhen this obligation shall be vaid; atharwise to remain in full force and affect. PR�VIDED �'l1RTHER, that if any legal actinn be fil�d upon this #�ond, venu� shail lie in Tarrant Coun�y, State of Texas. AND Pf�OVlD�� FURTHER, t�at tt�e said Surety, forvalue received, hereby stipulates and agrees that no cha�ge, ex#ension of tirne, alterations or addiiions to the terms af the eor�tract or to the work to be perfarmed thereunder or the specifications accompanying the same shall in any wise affect its obligation on #his bond, and it does here#ay waive notice af any char�ge, extension of time, aEtera#aon ar add9ti�n to th� terms of the contract or to the work or ta the specificafians, Page 1 of 2 af PerForma�ce Bond Bond No. 5594349 PAYM�Ni �OWD TH� STAT� O� TEXAS COEJNTY O� TARRANT K�10W ALL MEiV BY TC�ES� PRES�NTS: That we (1) Holloman Corporation , �� �(2) Corporation _ af Texas _ , hereinafter caUed Principal, and (3� Great American Insurance Comnany of New York , a corporation organized a�d �xisting under the Eaws of the State af ar�d fully autharized �ta transact business in the State af Texas, as Surety, are f���d and firmly baund unio t�e C�ty af Fort Worth, a municipal corporativn argan�zed and existir�g unde�' th� {aws af the Staie of Texas,l�ereir�after called Owner and unto a1l persons, firms and carporations who may furnish materials for, or perForm labor upan, the building ar im�rovemer�ts - hereinafter re�Ferred io in the penal sum af: __Eipht H�ndred Ninefeen T�ousand TF�ree Fiundrec� Forfv Six a�d 5111 QU �o�lars ($ $19.346,5� } Do!lars in fawf'ul moneyaf the United 5tates, ta be paid 9n �art WQrth, Tarrant Co�r�ty, Texas, for the paymen# of which sum well and truly #o be rr�ade, we bi�d aursel�es, aur heirs, executors, administfiators and successors jo+ntly an� severally, firmly by these presents. TH� CONDITION OF THlS OBLIGATION is such t�at W hereas, the PrincipaV entered into a certain cantract with the City ar Fort Worth, the Owner, dated tne L�� �ay of F� !� • A.D., 2D a.�a copy of whict� is hereta aktached and made a part tliereof, far the constructian of: Castle Circle Lake Warth SanitaN Sewer �'orce Main �nd Lift Siation designated as Rro}ect Na, tslp.O.E. f�a, 3443, S�wer Proiect No, PS46-07�46�13666{} , a copy of wt�ich is here attached, refierred ta and made a part hereof as fully and to the same sxtent as if copied at lengt� herein, such �roject an� constructian being hereir�after referr�:d to as the "wark". NOW, THERE�ORE, the candifion of this obligation is such that, if the Principal shall prornptly make paymer�t to all claimants as defined in Artic[e 516Q af the Revised Civil Statutes of Texas, supplying Eabor and materials in th� prasecution of the work providEd for in saict Contract, then this nbligation shall be nul� and void, atherwise it shait remain in tull farce and effect. THIS BONi] IS MADE AND ENTERED inta soleiy �or the pratection o# all claimants suppfying fabar and materiai ��r t�e pras�cution of #he work provided for in said Cantract, as claimants are defir�ed in Artieie 5160, and all s�c� ciaimants shall haue a direct r�ght oi actian undsr the bond as provided in Article 5Z60 ofi the Revised Civil Statute�s. PR�VIDED �URTHER, that �f any legal action be �'tled upon this bar�d, venue si�aU lie in Taeranf Couniy, 5iate of Texas, and that the said Surety, for value received, hereby sti�ul�tes and agrees that na change, extension of time, alteration or addition to the tarrns of the contract orto the w4rk to be perfiarm�d tn�reunder or the specifcations acc�mpanying the sam� shall in any wise affect its obligations on this boncf, and it does hereby waive notice af any such change, exfension of time, alteration ar ac�dition to the t�rms afi the corttract or to the work ar to th�e specif�cations. PROV�DED FURTHER, that no fnai sektlement beiween th� �wner and the Cantractar sha�1 abridga the right of any beneficiary heret�nder whose claim m�y be unsatisfied. IN WITNESS WHERE4F, this instrumer�t Es executed in $ cnunterparts, each one af which shal! b� deemed an origirtai, this the .�i day af �o l� A.D., 20 63 . Page 1 of 2 of Paym�nt Bond {C.F.A. form) Halloman Ga�or�ti�n PF�INCIP�4L (4) - - ,4�Ti �Y= (Prir�'c�p Secretary � {5���.� Rddp�s�: �oo� w. ��ias� �ivd., st� ��a Euless. �'�x�s 7�040 — � _� ���� Wftr��s� as to �rir�clpa! ���Sr �• ��� s�. _ . 6Hes9cc,"z`'�C 7�!7+�'� _ ., , Address Grea# Amerjcan insurance Companv of New York Surety ----�� — AiT�ST: See Power (Suretyj 5ecretary (S��AL} ��� � �.�-�.�1' ` ��G 4 �-�e , W fttl�ss as to �'�r�iy Carol Goadenough� 16600 Dallas Parkway, Ste 30D Dallas TX 75248 Addr�s s � �y: ��'C �_ i , IC'� Atkarney�in-Fact (5)�Ray Watson Address: 16600 Dallas Parkwav, Ste 300 Dallas 7X 75248 NOTE; i�at� of ��nd m�st not be prior fo date af Contr�ct. (4). GvRect name af Cantractrar. (2j A Cvrpvr�tion, ���rtner�hip ar an Indi�i�t�al, as cas� m�y ��. (3) Correct name af Surety, {4j ]f Contractar is P$r#r�ersf�i�, �Il ��r�ners sf�Quld �x�cvte Band. (5} A trug ca�y of Paw�r a� Atiorr7�y s��ll hg ati��ched ta Bond by Atko�r@y�in-�'act. I� � Page � of � af �aymant Bond (C.F.A. �prm) S.1185A{8/(iv3 �� ' GREAF AMERICAN INSIJRRNCE COMPANY OF NEW YORK ; �, .� � �R�Ae�' A�II�RIC�4N IN�URANCI� ��lh��i4f�Y �� �dEW Y��l� New York RdI1t�C1iS��1tIVE �#fiC(4: ���D WALNUT $T�I��T a�.'INGiNNAiI� OI'11O ��2Q2 a 513-3$9-5�}(10 0�AX'S13-723-27�l0 The number of persons auihorized E�y this power of attomey is not more than THREE No. 01 %G04 POWFR O� ATiORN�Y i�IOW A�� M�CN BY TFI�S� PR�S�NiS: That the GRERT AMERICAN INSURANCE C�MPANY OF NEW YQRK, a carparaiion organiaed and existing under and by �irtue of the laws of the State of NewYark, does hereby nominate, constitute and appoint tf�e persan or persons named balow its true and fawful a�tomey-in-fact, fnr it and in iis narr�e, place and stead to �ecute in behai� af fhe said Cornpartiy, as sureiy, any a�d all bonds, undart2kings and contracis o� sureiyship, or other written obGgations in the r�ature ther�of, pra�ided tha# the 19ability of the saict Company on any such bond, u�ciertaking ar contract �f suretysF�ip execuk�d under this autharity shall not exce�d the lirnit stated below. Name i � RAY WRTSON � � DEBBIE SM1TH CAROLGOODENOUGH �� Adcfress ALL OF DALLAS, TEXAS This Power of Attorney revokes ail pre�ious powers issuec{ in behalf of the attorney(s)-in-fact narr�ed above. Limit of Pawer ALL UNL.IMITE� IN WiTIVESS WHEF�EOF, the GREAT AM�RICAN If�SURANCE COMI'ANY OF �iEW YORK �ias caused these presents io de signed and at#ested by its appropriate o�icers and its corporate seal hereunto affixed this 9TH day of DECEMBER , 2002 . Attes# �� GREAi AMERICAN INSURANCE CQMPANY OF N�W YORK �QUGLAS R. BOWEN (513-369-3811) STATE OF QHfO, COUNTY OF HAMi�TON-ss: On this 9TH day of Q�CEMBEFi, 2Qq2 , b�fore me personaliy appearad DOUGLAS R. BOW�N, to me known, being duly sworn, deposes and says that he resides in Cincinnati, Ohio, thai he is ihe Divisional Senior Vice Presicienfi of the Bond L3i�ision o# Great Arrserican (nsurance Cvmpany af iVewYork, ihe Cornpany described in and which axacuted the abave insirurr�ent; tha# he kno+n�s the seal; ihat it was so affixed by autharity of his office under the By-Laws of said Company, and that he signed his name thereto by like authority. .� This Power of Attorney is granted by autharity of the follow9ng resolutiar�s adopted by the Board of IJirectors of Crea# Atnerican [nsurance Compa�y oi IVewYaric by unanirrrous written consent dated July 27, 1995. RESOLVED: That the Division President, the severa! Divisior� Vice Presldents and ,4ssistant Viee Presidents, or a�y one of th�m, �� be and here6y is aufhorizsd, from trm� ta fime, fa appornt one or more Attorr�eys-ln-Facf to execu�e on behalf af the Campany, as 5ur�fy, � any and aIf bonds, undertakings and contracts of surefyship, or other wrJtterr o.bligafioris irr tha r�atura thereof,• fa prmscribe fheir respective � dufies and the respec#ive limifs of their authorrty; and to r�voke arry such appointment at any time. RESdLV,ED FUfiTH�'N: ihat the Company sea! and the signature of any af the aforesaid of{icers and �rry Secr�tary orAssisian# Secretary of the Company may be affixed 6y iacsirrtile ta any pa�+ver of a#t�mey ar cerfi{icate af ei#her grveri for the executiort af any bond, �� undertaking, confract or surefyship, or other written �bligation in the natur� thereaf, sueh signature and s�al when sa used being hereby adoptea' 6y the Campany as the origrnal signature af such officer and the nrrgin�! seal af the Campany, t� be valid and binding upan fhe Company with the same forc� and effect as though manually affixad. C�RT'IFICATI�N I, RONALD C. HAYES, Assisiant Se�cretary o# Greai American lr�surance Company of New York, do hereby certiij+ that the foregoing Pawer of Atiorney and fhe Resoiutions o# ihe Baard of Qireciors of July 27, 1995 have nat been revoked and are now in full foroe and effect. 5igned �nd sealed this ��ay of �.��, t�� , �� � . 11 5.1185 a (81a1) �.�.�-.. BonclNo_ 5594349 �I�IN"f1�1�r4NCE ��Plb THE ST/�TE OF TEXAS COUNTY OFTARRANT KN�W A[.L M�N BY TH�SE pRES�NTS; ihat (1) Holloman Corporation as Principa�, acting herei� by and thro�gh �2) a Gorporation its du�y a�khor�zed in Texas ��d �3�reat American Insurance of New��jrporation organized ur�der the laws �f the �tafe �fi New York , as surety, t!o t�ereby acfcnQwledge themselues to be held an� boun� to pay unto ti�e City of �'or# INorth, A Municipal Carporation, chartared by virtue of Constitutia� and faws of the State of Texas, at Fort Worth, in Tarrant County, Texas, the sum af Eiaht Hundred Nineteen Thousand Three Hundred For#v Six and 51114D Dollars {$ 8� 9,346.51 1, lawful maney af the Unitetf States, far tt�e paym�nt af which sum well an� truly be made unta said City of Fart WQrth and its suecessors, said Contractor artd surety da �ereby bind themselves, their heirs, executnrs, administrators, assigns and s�accessors, jointly and severalEy. This obligatinn is conditiar�ed, however, t�,at, WHEREAS, the Principal has en�ered inta a certain eantract with the City of For� Worih, dated , for the perfc�rmance of the following descr�b�r� pu��ic work and th� construction af the fc�flowin� described publi� impravements: Castle Circle Lake Worth Sanitanr Sewer Forc� Main and L�ft Station all of the same �eir�g referred ta #��rein an� in said contraet as tha Work and b�ing designated as Proj�ct No.(s} D.O.E. No. 3�43. Sewer Proi�ct No, i'S46-Q7'Q460936fi6E1 ; artd said �Qntract, including aif af the specificatiorts, conditinns ancf written instruments referred io therein as contract documents and being hereby incarporated herein by reference far aIl purpases and made a pari hereof, the sarrie as if sek out verbatim F�arein; and, WNEREAS, in said Contract, Cflntractor bincfs itseif io use such ma#erials and �o so constn.ict tt�e wark that it wiiF remain in goad repair and canditian fior and during the period of two years after the date of the final ac�eptance of the work t�y the Ci#y; and WHEREAS, said Contrac#or binds itselfi ta maintain said work in gaod repair and condit9on far said term of f�nra (2) years; and, WHEREAS, said Contractor binds itself to repair or reconstruct #he wark in whole or in part at any time witl�in said period, i� in the opinion of the �irector af the Water aepartment o# th� City of Fort Warth, it be necessary; and, WHEREAS, sa9d Confractor binds itse!#, upan receiving notice of the need therefor to repair �r reconstruct said wark as i�erein prov�ded. NOW 7HERE�ORE, if said Ctir�traetar shall keep and perForm its said agreement to maintaln, repair or reconstruct said work in accardance with all the terms and conditions of said Gantract, these presents shal! �e nuGl and void, and i�ave no force or effect. Otherwise, this Bond shail b� and remain in full force and e�fect, artd said City shall have and recaver from the said Co�ttractor and its surety damages i� the premises as preseribed by said CQntract, TI1f5 i;Uoq1G203301TMA\rnnformedrnainlainance tsand,dac obfilgation shall be continuing one ��rd �ucc��s��e r��nw��i�s m�y �� had he��Q� for succes�iv� breac�es until the f�IC ama�nt her�of is ex�austed, a Vli�lER�AS, ��I p�rti�s cavenant �nd a�ree that ff �ny leg�l action be filed upo� this bon�, vertue sf�all lie in T�rrar�� Cou��jr, �'ex�s; ar�d, IN W1TN��5 Wf��R�O�, this instrument ls �xeclated in 8 count�rparts e�ch vne n€ whict� sh�ll b� d��m�d an ariginal, thi� tF�e a3 _ day of �.b �q.�., ap�3, I�alivr��n Cor�ar�tion ��iNci�a� {a7 ----- ATi� ' (4�rinc t�7ry , . (S�L) �t,�y'�� Wi �ss s to Principal l�z�'G. �3�•, C'bl�es�,T?��q-t� � Addr�ss AT�EST: (Surety) S�cr�tary See Pow�r (S�AL) �.. ,�J �.� � �� �n��A- - Wltries o Sure Caral Goadenough 16699 Dallas Parkway, Ste 300 Dallas TX 75248 �ddr�ss ay: � Addr�e�; � 1001 W. ��l�ess �Iv�.. Ste 240 - - �u��ss. �exas 76D4Q Great American Insurance Com�any of New York Surefy �Y� �, . r , � �..��. Attom�Gt t�7 Ray Watson ,4ddr�ss• 16604 Dallas Parkway, S#e 300 Dallas TX 75248 N���: �ate of �and must n�t be p�ior to d�te nf �or�tract, ��) Carrsct name �f Contractar. (�) A Carpvr�tian, a Parkn�rship or an Ifl�ivi��al, as cas� may be. {3) Corr�ct name of Sur�ty. (4} If �nn�ractar ls Parknership, all Pa�ners should �xecute �and, {5) A true copy o€ Power afi Rttarney sF�afl �e �tt�ched to ,�at1d f�y Atio�n�y�En-Faet. T:Wob�2039tl1rMP5oor:inn'nQdn'f0iny;n?n06 BO�d.d00 S.f-188�A(8/91� � GFitAT AMEFii�AN INSURANC� CQMPANY O� i+fEW YORK C�C��i AlViERICpliV INSI��Ai�C� CDtiI�PAIVY �� N�W YO�F� Plew Yark Aclministrative O#fice; 580 WA�I�UT STRE�T o CENClNNATl, OHIO 45202 • 513-36�5flflfl p FAX 513-'723-27�t0 l`he nurnber of persorts authorized by this po+uer of attorney is not mare than THR�E No. 0176Q4 POW�R C}F ATTORC�I�Y kCNC3W AL� M�N BYTH�SE RR�S�NTS: i7�a# the GREAT AMERICAN I�fSUR,4NCE CQMPANY OF NEW YORK, a oarporation organizeci and existing under and by virtue of the laws of the State of New York, does hereby nominate, constitute ar3d apPoint t�e person or persons named below iis true and iawful a�tomey-in-fact, for it and in i#s r�ame, place and stead to execute in behalf of the said Company, as surety, any and all bonds, undertakings and confr�acts of suretyship, or other w�itten obligations in the natur� thereof; pro�ided that the liabiliiy af the saic! Company on any such bond, unciertaking or cantract of suretyship ex�cuted ur�der this authority shall no# exceed the limif s#ated below. rf � � Name RAY WAT50N DEBBIE 5MI7H CAROL GOO[3ENOUGH Address ALL OF DALLAS,TEXAS This Pawer of Attorney r�okes akl previous pawers issued in behalf of the attorney(s}-�n-fact nam�ad above. Limit of Power ALL UNLIMITE� IN VIiITNESS WHEREOF, the GREA'� AMERICAN INSURANC� COMPANY OF NEW YORK F�as ca€used thes� presen#s #o be signed and atiested by its appropriate o4fiicers and its corporate seal hereunto ai�xed th'rs 9TH rlay af DECEMSER , 2002 . Attesi GREA7 AMERiCAN II�SURANCE COMPANY QF N�W YORK ❑i}UF�LA5 R. BOWEN (513-369�Stij STATE �F OHlO, COUNTY OF HAMILTQN-ss: On this 9TH day nf DECEMBER, 20U2 , befvre me personally appeared DOUGLAS fi. B�W�I�, to rr►e known, being duEy sworn, deposes and says that he resides in Cincinnati, Ohia, that he is the C3i�isional 5enior Vics Presicfent of the Bor�d bivisi�n of Great American insurance Company of Ne+u York, the Company descri�ed in and which executed the abave instrument; that hs knows the seak; that it was so affixed by authc�ri#y of his office under the By-i..aws vf said Company, and that ha signed his name thereto by iike authori#y. 7his Power of Attorney is granted by autl�ority af the following resolutions adopted by the Board of Direc#ors of Great American lnsurar�ce Company ofi New Yark by unanimous written cor�sent da#ed .iuly 27, 1995_ RESdLVED: Thaf the Uivision F'resid�nf, ihe several Division Viae Pr�sidents and Assisfarrt Vice Presidents, or a�y one af them, be a►�d hereby is authorized, from trme fo #ime, fo appainf one or more Attorneys-ln-Fact tv execute on 6ehali of the Cotttpany, as surety, any a�d a!i bonds, undertakrngs arrd contracts of suretyshrp, or ofher wriften o,bligatians in ths nature thareof; to prescribe t�+eir respective dutrss and the respective Irmits of their aufhority,• and fo revoke any such ap�arn#ment at any time. RESOLVED FLIRTHER: That the Cam;nany seal anc! the srgnature af any af fhe afwssaid oificers and any Secrefary car Assistanf Secretary of tha Campany may be afflxed by tacsimrle to any power of aitorney or c�rtificate of erfher given for the execution af any laond, underf�ki�g, confract or suretyship, or atirer wri#en o6ligation in the nature thereof, such signature and sea! when so used being hereby adopted by fhe Corrrpany as the original signature qf such officer and the Qrigina! sea! of the Corrrpany, to,be valiaf and bina'ing upar� the Campany wifh the same force and effect as though manua!!y affixed. C��TfFICATION I, RONALf3 C. HAYES, Assistani Secretary of Grea# American Insurance Company ef New York, do herel�y certiiy that the ioregoing Power of Attornsy and the Resolutions af the Board of Direc�ors of July 27, 1895 have not 6een revoked artd are now in full force a�d effect. /l �ignecf and seafed this c.�i��day of ��.�URc��.� ,�� . s.��s5ntsloi} � ���� � ��� ����� �t.rl l f �� ��IT�� Y��L���� Th� Contractor hereby agrees #o commence wark wi�hin ter� (��) days after #he date written notice ta do so shall have �een given #a him, and ta substantially corr�plete same within t1�e time stated En tY�e Pro�osal. • The Owner agrees to pay the Contractor in curreni funds for the pertormanc� of the contract in accordance with the Proposal submitted therefor, subject to additions and deductions, as provided in the Contract ❑acuments and all approved modifications therefor, and to make payment on account thereof as prouided therein. IN WlTNESS WHEREOF, the Parties ta these presents have executed this Con#ract in quadrupEicate the year and the day first abo�e written. ATT�ST: ��� , � .� . } ._ , . - 1 _._ .�.�� � - Gloria f�earsan, Cyt�Secretary � (SEAL} WE�NESSES: Citv of Fort Worth. Texas (Owner} Pa�ty of the �,i�Part /� � By: � Marc A. Ott Assistant City Manager �,Y f 1 � [ `�"� n Contraa�t Autha�f�tat�ora ._. - ;.�,��.� �03 � _ - :- �,m_..- -- -_ _- _ ���� r�oL�on�,�� coa�o�TioN �oo� v�r. �u���s ���a.._sY� a�o �UL�S�, ��X�►S �'604�0- - Cantractor By: � � Title: ` ti -� Appra�ed fior the Fort Worth City Water Department: Dale`�. Fi eler, W�+ter .ir-�ctor T Appro� d s to F m Lega�ity: � :.:. L � Cynthia Garcia -- � � Assistanf City Attorney � ;' G-2 � . �a�e �a��s O�taber ��o� 02,033Q CITY OF FORT WORTH � � BUILDIllTG & CON�TRUC'T�Ol�' TitADE PREVAIL�G WAGE RATES FQR �U00 HOITRLY CLASSIFICAT�ON RA`�E AIlt CONDITIONIN'G MEG�iA1�iIC $15.98 AIR CONDTTIONING MEGHANIC $10.75 HELFE%t _ ACOUSTTC CEII�ING INSTALLER $14.02 ACOUSTIC CBILTNG INSTALLER $10.8$ HE�,PER A5BE5T08 WORKER $10.50 BRTCKLAYERISTONE MASON $17.21 �RICKLAYER/STONE MA50N $10.16 H�LPER CARP�NTER $13.92 CARPENTER HELPER $�0.38 CONCRETE FII�IISHER $12.68 CONCRETE FI1�iISHER HELPER $9.73 CONCRETL �ORM BLTILDER $I1.97 CONCRET'� F�ORM BUILDER HELPER $9.42 DRi�WALL TAl'ER $11.33 DRYWALL TA�'ER HELPER $8.00 ELECTRICTAN 70URNEYMAN $17.4G BLECTRICIA� HEL�'ER $11.30 ELLCTRONSC TECHI�TICXAN $12.SD ELECTRONIC TECHNICIAN HELPER $8.50 FI.00R LAYIl1t (CARPE'I� $17.00 FLOaR LAYER (RESIL�ENT) $ X 6.00 FLOOR LAYER HELPER $13.SU GLAZIER $15.02 GLAZIER H�LPER $10.90 IN3UI,ATOR $12.04 INSULATOR HELPER $9.4U HOURLY CLASSIFICATION RATE �,,�so�R-co�oN ��.ss LABORER SKiLLBD $10.35 LATHER . $14.00 LATHER HELPER $11,�p METAL BUILDING ASSEMBLER $1U.00 METAL �LDG A55EMBLER HELPER $8.70 P�4 [NTER $12.83 PATNTBR T3�LPER $8.35 rsr�Nl i f ��x $17.b0 PIl'LFTTTER HELPER $1 U.18 PLASTERER $16.00 PLASTERER HELPER $11.00 PLUIVIB�R $16.91 PLUMBBR HELPER $9.75 REINFL7RCING STEEL SETTER $10.40 ROOFER $11.87 ROOFER HELPER $8.33 SHEET METAL WORK�R $14.45 SHEET METAL WORS�R HLLPER $9.57 SHEETTtOCK HANGER $12.45 SHEETROCK �IANGER HELPER $9.64 SPRINKLER SYSTEM INSTALLER $i6.87 SPRINKLER SYSTEM INSTALLER $10.13 HELPER S'I`�ELWORKERSTRUCTURAL $11.36 STEEL WOItKER STRUCTCTRAL $8.80 HELP�R � WEI,DER $1�4.70 'VV�I,DER HELPER $11.74 HEAVYEUiIIPMENT OPERATORS CRANE, CLAMSHELL, BACKHOE, $1250 DERRICK, DitAGLINE, SHOVEL FORKr.IFT OPERATOR - $4.53 FOUNDATTON DRILL O�ERATOR $13.40 FRONT BND LOADER OPERATDR $11.22 TRUCK DRIVER $1U.3 � � CITY UF FORT WORTH HIGH�VAY COI�TSTRUCTION PREYAILIIYG WAGE RATE FOR 2000 CLASSIFICATION ASPHALT RAKER � � ASPHA.LT SHOVELBR BATCHING PLANT VV��G�R CARPENTER (ROUGH) CONCRETE FINISH�R-PAVING CQNCRETE FII�TISHER PAVING � H�PLER H P C�NCRET� FINTSHER- STRUCTU�R�S kLAGG�R �ORM BUIL,DER-STRUCTURES FORM LINER-PAVING & CURB FORM SETTER-PAi�ING & CURB 1�ORM SETTING-STRUCTLT,EL�S LABDRER-COMMON � LABORER-UTII1I'�'Y MECHANIC SEVICER . OPERATOR ASPHALT DIS�'1tIBUTOR ASPHALT �AViNCs MACHIN�, CONCRETE PAVZNG SAW CRANE, CLAMSHELL, BACKHO�, DERKICK, DRAGLINE, SHOVEL (< 1-1/2 CY} CRANE, CLAMSHEL�, BACKHDE, DERRICK, DRAGLIlVE, SHOVEL (� 1-1/2 C7� HOURLY RATE $10.32 $9,?5 $9.65 $I3.b� �zai� $9.70 $13.�l4 $7.OU $13.44 $10.25 $9.2� $9.75 $7.64 $8.64 $13.25 $10.13 $11,45 �11.09. $10.53 $10.0� CLASSiT�iCATIUN FIOURLY RATE $7, x.52 �P�RATOR (Continued) FAONT ENL7 LOADER (2-112 CY & Less) FRONT �ND LOADER (O�er 2-1/2 CY) MiLLING MACHINE MIXER , MOTOR GRADER, FINE GRADE MQ'TOR GRADER, QTHER PAVEMENT MARKING MAC�iINE ROLLBR, STE�L W�-�EL PLANT- MiX PAVEMENTS ROLLER, STEET, WHEEL, OTHER FLATV�H�E�, QR TA,MPIi�TG TRAVELING MIXER SETTER, REINFORCING STE�L, TRi]GK DRIV�R LOWBOY-FLOAT SINGLE AXLE. LIGHT TANDEM AX�.E SEMI-TRAILER TRANSIT MIX WINCH $9.94 $9.32 $8.00 $ii.oa $12,31 $13.75 $11..00 $9.88 � �2.12 $10.OD $9.75 $10.54 $$.00 $10.22 $10.63 $9.SU ������i� ����n����s �����, ���� ������ I- ��� . 5����E .�� ���� $ ��U�T]� �� ��A�i`� �. �. ��Rf���� ���P�I�� � '�d�,T �/I, . , HEREINAFTER R�FERRED TO AS ��GRANTOR�',� FOR AND �N CONSxD�RAT�ON 0�'� !DNE DULLAR ($�..OD ) ANI? OTHER� VALUABLE CONSIDERATION PA�D TO GRANT�RS BY fiHE CITY OF F4RT WDRTH; � � A MUNIC�PAL CORPORATION�aF TARRANT COUNTY, TEXAS,.THE RECEiPT'OF WHICH .�S �IERE�3� , AC��OWLED�ED,- DO GR�TT, BAR�A�N, AND CONVEY i1NT0 � SAID C�TY OF,FORT WORTHr IT5 SUCCESS�RS�AND ASSIGNS�. THE �JSE AND , PASSAGE ZN�,OVERr ACROS�� BELl7W AND ALONG THE FOLLUWING•PARCEL OR � TR.ACT .OF LAN� SIT�]'ATED �N TA�tRANT C�UNTY, TEXAS, IN 1�CCORDANCE WITH THE PLAT H�R�TO AT'.��iCHED : � i �RiTIi�I�'� �, �, � �i�► , �1 � ��1� �� �� �Yd�,� '�HE ABQ'VE DESGR�HED . PREMx�E3, TOGETH�R W�TH, ALL�AND S�NGULAR,�THE RIGHTS AND APPURTENANCES,THE�ETO IN AI�TYW�SE SEL�NCING, UNTO TH� SpiID CITY OF F�RT . WORTH, �TS SY7CCESSD�tS ,AND ASS�GNS, EOREV�R DEFEND� ALL AND SINGULAR, THE SA�D PREMISES UNTO THE �AiD CITY OF k'ORT WORTH, �TS SIICGESSDRS AND AS5�GNa, AGA�NST EVERi� PEiiSaN WHOMSOEVER LAWFIILLY CLA�MTNG OR Ta GLAIM THE �.AME� OR ANY PART T�iEk�.EOF. � � IT I� INTENAED SY THESE PRESENTS T4 CON�TEY.A�RZGHT�oF WAY TD THE S.AID CI'�Y OF FORT WORTH T� M�iINTAIN AND CONSTRUCT THE� ABOVE DESCRIBED �MPROVEMENTS, WTTH THE USUA�,RZGHTS �F INGRESS AND EGRESS IN THE NECESST�RY iTBE . OF SiTCH RTGHT�OF�W�Y, �N: AND .�.LONG � S.AID PR�M�SES. � ,� .. WITNESS - : , �� � THE STA�E OF.TEXAS: COUNTY OF��ARRANT : 0 . .,, .,., . • DAY OF • � . � 11 li�. - HEFORE I�E, the undersiqn�d, a No�ar� Public in.and fo� ` . said county and � 3tate an �his day persona�.�.y, appeared, �`�. �� : : l. .': .. . • known to me �o be �he person whasg�name is subscribec�.tq �he • for�going ins�rumen� and acknowledged �o�me �ha� he:executed �he - same �or �he purposes and cansiderations �herein e�,aressed. GTVEN UNDER MY HAND AND SEAL OF OFFZCE, i�his the, ' day of � ► • {S�AL) NOTARY PUBS,IC, DUR H�iND ( S ) THTS, '�HE _ .�..: .,'.. , '�EXAS �� ������ �� ; � � I , Z�' P���I3".� [i'!°��,�'3� E���M�P�� BEiNG � A. �'RACT OF LAUTD .��TUATED �N THE � H. T. B4YDSTON . SURVEY, .ABSTRACT L�7'UMBER 17D, TARRANT COUNTY, .�TEXAS AND BE�NG .A P�RT�ON D�` THAT C�.RTA�N TRpiCT O�' LAND AS DESCRTBED �Y DEED TO �NTERNATIOIQA�, A�i�l, xN�. �AS REGORDED ZN D�EA VO�UME 7232� PAGE �.12�, DEED R�C�RI]S, .. TARRANT COUNT3�� TEXA� AND SETNG MDRE PARTiCIILARLY DESCR�BED BY ME'i'E5 AND HOII�IDS AS F�LLOirlS : - - CO�ENCING AT THE NORTH WEST C�RNER OF SATb TR.ACT, POYNT BEING iN THE SOUTH RIGHT-OFn�nIAY' L�NE OF SILV�R CREEK ROAD; - TiiENCE S89"�.Of06��Er AL�NG SAIU. RIGHT.-OE—G�AY 25.0� FEET TO �i pOINT IN 'iHE EAS�' L�NE �F AN EASEMEL3T '�4 THE CITY � �F FORT WORTH, THE POINT ��' BEG�NN�NG; , THENCE S89"�0'06'�E, CON�`INu�NG ALONG SAIA RTGI�T�QF �iAY 274.60.FEET TO A PDINT; � � � THENCE 540"46'47"W, 20.00} FEET TO A P�xNT; � TH�NCE N$9~10'Q4s�i�i, 274.80 FEET TO THE EAST LINE OF SAID E�S�MENT; THENCE NO�."2�.'16"E, �S.LODTG 3�iYD L�NE 20.00 FEET TO TFI� PO�NT OF �EGINN�NG, � CONTA�NxNG 0.].2fi ACRES ( 5494 5F } t�F LAl�]], MORE OR LESS . �, 1i �. . �r . � f �: ; 0 W 1 � � V � � �-`�. � � c���- � TXU 0 2oQ � 4oa soo Soo � �o.00 � � GRAPHIC �SCALE. IN FEET � . ��. � �� . �� �� HICKMAN'S LSM t INC. ' " . ��� , � HIC�C�IAN'S INV., 1NC. � VOL.7Z89 , PG.538 �� .. � VOL.14159 , PG.372 �' �`. N 01° �7'9B"� �• - � cm�ic. � 25A0` 2�.00' . � Fe�a . � Mrw � _ 1AON.,�,,,�,.�.� u. . ' �. . �.o.s. �7�.�Q� � . � s�° �a�asF�E ��d�i�l� �k��t�� � w.a.c. . �---f r-r�-� . �� � .._ _' � 5 0�° �$'47"iiv °� ! ' zo.ao� � . ' �� ��' P�FtMARfENi UTILITY EASEM�NT �! i N 89° 1�'64"W (0.128 AC) I 274.so� i5494 sE1 �NT�RNATIONA�. ABM, INC. ol � VQ�.7232 , PG.�12'I �� ( � . w� E � �i � ��` �� E � --- { �-��� . ��� � E T��Po��� cor�srRucYiar� � �' I E,as��n��v�' � + � ��� � I � �� �'�� �' � � �`;:,� �, * � 1 � � � � � ���.Q � • ��i �j . p.•• •�A TX�J � � �„�� �t $ � �q��tid+ vo�: zo�s �G.189 � ;ry} ', � �; � r. _o � � -�� ��� � ��: � .� � ��} ` I�C�l��i�1�I��iP 4��P�1��'��! . �L��L�[�1[�PIl�' .. i0 7HE �ITY OF �DRT WOR�H, 7ARRAN7 C�UN7Y T�XA� LIIJLf � ���@iI�17Qi�C� - — n P.o.eox �2�� � . ����Qp� �� wo�zTH,T�xAs,�6�o� (8i7)5a1-5750 � ,�nR r1n L•.Lif�.�. �i 1 � p�1�� . . � � RAWN Esz�N�o -�r��rk�� - - - � ivu. a i �' � � � Z� ��' n2� ��- �7�frI����. G 1.�' i�M����tX �OPI�`��LxG'���N ���EM�lr1'i . �,.. BE�NG A TRACT �F LAND SITUATEb IN THE H. T. BOXDSTON�SITRVEY, ABSTRACT Ni3M$ER 17�, TARRANT C4T3NTY, TEXAS AND BE�NG A. PORTI.ON �F THAT CERT�iIN TRACT OF.LAI�D AS. DESCR�SED HY DEED TO xNTERNATIONAL ' �BM,- �NC. �� REC4RD�D IN DEED V�LiTME 72�2,. PAGE 1121, DEED RECORDS; TARRANT COUNTX� TEXA� AND BETNG MORE PARTrCIILA.RLY DESCR�SED BY METE3 AND BOUNDS AS FOLLOWS:� � '� CQMM�NC�NG-:AT Ti�E N�RTH WEST CORNER OF SA�D TR.ACT, PO�NT BEING IN ' THE 50U'�H R�GHT-OF-WAY T,�NE DF SIL�TER CREEK ROAD; �'HENCE S89"10'06�'E, ALO1�tG SAiD RIGHT�°DF�WAY 259.5�. FEET TO THE POINT aF SEGINNING; . . '� THENCE S89"].0'D6'��, CONTZNU�NG ALONG SAID_R�GHT�OF-WAY �.5.00-FEET „ T4 A PO�NT; THENC� S00"4fi'47"W, 35.�0 �'EET TO A PpzNT; ' THENCE N89"1.Q'Q4"W, 2T4..9� FEEm TO A POINTi � � ,; i ti � ,` � THENC� SD]."21'18"W, ?5G.71.FEET TO A POINT; - T$EDTCE N88"3$'�2��W'r 1�•00 FEET TQ A POINT' �N THE EAST LINE �F A UT�LiTY EASEM�NT TO THE CITY �F F4RT W�RTH; � THENCE NQ1"21'18"E, ALONG SAID EASEMENT 771,�8 FEET TO A POYNT,. THENCE 589�2.Or�4�tE� 274.8(3 FEET TO A.POINTi ,, . `.,,. . TH�NC� NQO "46'' 47 "E r 20 . QO FEET TO THE POINT OF BEG��►TI�TING, CC3NT3�INTNG 0.3C7 ACRES { 15997,. SF ) �F LAND, MORE 4R LESS. I . w.�• �� ��. ,� b �� 4��0� �'Xl� � -. ,� �� � 274.95' S 04° 46'47"W . +� � �f 89° 9Q'04"1N 35.00' �� IN`��RNA�'10NAL ABM, INC. VOL.723� , PG.1121 � � � �'� �� - F� O.B. � �rJ.O�� . , , - . NYWHIAII s �s°ia�os°� 2as.g�� � �Of�b�f� �f��[�I� r ��7 �.o.c." - � � . o � � . � 0 � n � � � � � -----� y .1g � � (0.�87 AC! �"� (15997 5F) �o � . . � � a '- � N � � �:�:� � � � .� N 0 O f. ,�. �X� z , � o i �i VOL. N s� �a �.z w 15.�D' 207fi - PG.189 11111J � �atl��iL�l�'ll�� . P.O. BOX 121i FT WORTH,T�XAS,7fi10� c���3�5�����o � VOL.14151 , PG.372 s ss� �b�a4��E ry oo� �.s�47��� .�� � � . 274.8�' 2D.00' �• � . � � 5 B9° iD'06"� 0 20� ��oo �o0 800 ..ea i ���, � GRAPHIC �SCALE IN FEET � � �� �?�� HICKMAN'S LSM , INC. '�� � � HIC�(M,4N'S �I�V„ INC. � VOL.7289 , i'G.53$ �c�� • . �� �� �� ��. �� � ��� ��� . �� �` i � .� .,�� ��9 �� . ��� �: �. �4. � � z� Z�tl�p�� �oo;o � � .; C�I) �1 ti z '�ffi� '6Cf�1PC��l�f�17 ����41�1��4QC�f� �6�����[�� iQ 7H� CI7Y DF FOR� Y+IDRTH, TARRA[dT COiJNTY ' � 7�XAS � 5HT. NOe �� IJ I� IJ n� IJ �' D DATE �Rawn� ��sz�NEp ,,�nA.. n�n.. 2m2� _�1 r��r,KFn , A�PR��fD�� ������Hh�1�l�L octobof �oa� o��s�� � �� �� ����� Ms. Madelene R�allco Fort Worth Water Department The City of Fort Woxth 1000 'Throekm.orton 5treet Ft�rt Worth, Texas 76102 ��ote��n�af �n�ir��rir�g Cnr�str�flor� 34!➢aierlal5 '�'�stl�� ��taorafory 'i�stlrtg 8A/�C ��rs�cEs Nnvemb�r 27, 2Q01 Parajec� No. 2Q4�7 C��TE�t-Ii��CA� I�El���'if�l•1 I I�{� �po���ci Ca��l� �ir��f� �i� �t�fi��t �nd �ore� ��in (�O� � 34�43) F@�t 1�o�h, Y�x�� Dear Ms. Ra�alko: The results af c�ur geotechwical investigation fQ� the prapnsed�Castle Circle Lift Statian anc� Forrce Maan pxoject are presenfed �n #he followang geotechnical engineering repari. Reconunendatians for faundations and lateral Toads are provided in this report. Th� study has been canducted in general agreement with our propasal, (No. 2146) dated October 26, 200I and authorizatian re�eived Navember 6, 2401. Th� City Project No. is DOE # 3443. � ;. � We appreciate fihe apportuniiy to provide geotec�uucal engineering �ervi.ces on your �i::; pro�ect. Should you ha�e any questians, ar find we can be of further service, please 1e1; � us know. �,�s������°��e��` . ce�.d��� ����.��I.�r�d. m r �r* �� �incerely, � ��'' ��, , ......,...,....... THpM,4S D�� """ .....,.....,.......... BAtiEf �. �'; d 4005Q - - �' r Thomas D. Bake�,e�������� �/- z �-�I Principal, LANDTEC ENGINEERS, LLC Copies submi�ted: 3 � Ahove I� Melissa Fitzgera.�d, Carter & Burgess [,AA6DTE[ EiVC,[idE�l�, LLC S45Q �. Lanp 820 5. Fort Worlh, Td[a�i 7�19 �17'.572.3Fs�'!7 �c 84.561.6R185 �Rcas in Ariingtan artd Fcxi Workii, Texas C:IMy �ocurr►ert#s1204-7.doc �'. �,. � j� . �, . !: �}� , � ,=- I , I '. � �: � � ,� " � hih �`.I` ;�b� m�m�i ., �� �dmNNe , n�x,� ���� , ¢° 1 �O ` . � �_ � � . � • � , 0= y . \} � �L.-, � ��_.__ ��� _ 4�`� _ � � .� y ,: �� � � '� o�� o� :_�� � �r , � �`1 � ��� �, . - Pro ased � Lift Statton Si�e r ' / � .�� �\ 1 ' d�* z N �� �, ���� \ tiL � �'{ Q � N F-- I� �o r � v � � � :� barir�g f��ations are apA�"oxim,�t�. �—�,_ ,... � � � � . g��� �Q s 6�� � �i ti � a � ° Q 4 . � - ���� � ��G'/l ��� � J /4 f � �� � �� ��` r� � �� � � \ � ��...-- �1 � � �y`q�,`��� -� =y��.._._ \ \� �`_��--� � �lr�T`_-�--v. ' .,� � � ~� � 1 �" ��� - �-'---���� L� �����`�J r � L--� � ._.�-" j J �"�. . -�.��� �� ��� ���� � �� (Vot Driliec� — /F I.�`{ � Heavy fre�; 9rawth and � ! - � ` � } no access far s�v ' ;,. �` t t� eraf hundred feet. � � 1 -1" " . . . ..� � �.....�_ � _ � _.�� ���� � � �� � �� � . 1.1�44' q /l_ � {�� � �ip , �� '!/ ' �� ��o����� c�s��� �p�it��� � c��c�� Lr�7� SrAr�o� ��v� �c���� �m�r� .�f. �aR-r �°��N, r�x.as - Figure q,� � 1 — - — . _.� ..._- - � - � .� � . ! _ . _T—.. ,r, . . .. . . .. , , .. L..... . l � � �• � � � a � � SS) {� � � � �• iZ% m , � . \. .. \/ .. .... ... .. ..... l 1 / _' � �! � 1 /. � �c.l`---�� rxu � � VOL. 2C7 PG. i 69 . I ry.i Lf �,s tl � � \ \ � � � �,'`�"� ��� ol�� =e ��' �� ��� �q/�' ��V 1 CV U� �. P �- IN7ERNAT[ONA� ABM, INC. YOL.7252 , PG. 1121 ^ . . _ .�. ' .� r..._ �..3 ,- — — __ ^ .-- * .Y� -`—j —. �i� �� V� �� Q' P �' 13]�.SE' � oi�23'tB"F � a � � � t� � � � - i„� � � � � Vi O O � � 2 � N � —i � � � HICkFAAN' S LSM � iNt. m � j'j� � vOL.72H9 , PG.538 ��r� N �� � � � � p� � � ' � � /, F Z �� .�.�. ..�:.._.. f... .__. - ����,� ,� ��-�� � �� - — ;Q ��- 1... F—�.�;-�� - � .\ o- 1�.. � `, � � � .. / ... .. ............ .... . . ......... �. �f` �\ �� `� .. . - .}- -.�..._......_. ��.\ l j ��_� -� � -� _ �� `� � P z NORTH / � � J � �Ca,{E: 1'� = 2�Q'�' � j``�_r— / V�- / �—�� . / � —_ /' / � � '/__ /'/_� ��/�1 . ��� -=/�� _ i� � ��i � � �� � ��J ' _ �� — �_ � � / _ il1 . / � / � `� _ � 5 88'S6• �E'E M •I .OS' _ — ��.T�w 'y:�. �o� yl[KM�1N'S INY.� INC. V6L. t 41 51 . PC. 372 1 � �� \ 1 � � � . � \ � \ �. . — �� �\�-��.�� � s_�� _ �89815'1B'h ...�.�+�a79.��• q� �ry }�q �"����=���"E, ��� V �� �Usi��V� si �i°3 N B3° 10' 06' M 1955.64' y _ �� � ��� �� �� ��. HICK�fAN'S LSA,S . IFlC. VO4, 7�34 , PG. �Q41 r - -. - _ .� �... �.. ,.� ` 1 ,���� �r/ � 1 f �_ 1 �r 4irI ! f � a'�3'11` 1 � � A+ P-595�.58' 1 , �W L•699.23' ' a i-3so.oz• 1 I ' � L-G "56sa53158�x ' : f I �J�f ! � � ��1 � I 1�� � � � � � � � � l � � � ,r � 1 , J Project: Castl� Circle Lift Statian and Farce Main Fort Wort�l, Texas Project Nu�ber: . 2Q4-'1 �, Loeation: See Plan of Borings � � � Surface El.: Uz�rnawn � � - � �A �' � � MATERIAL D�SCRTPTION U��' SANDY T..�AiV CLAY, si11y, brown, very sliff wlcalcareous nodules r �� � SANDY LEAI�f CLAY, tan wlcalctue�us — � , nodules CLAYEY SAND, tan, dense wlcalcareous — — �4 � �odules & gra�el &tivltan sandy clay seams & kayers _ 5 ..I j! . � � � — — �� � — —�s� � �0 10.5 __ �. CLAYEY SAND, tan & light gray, soft to firm, � mnist r�lsome sandy clay seams j, � � •. .. „ �V _ � �' . � �, _1� U�� � _ �"''. — — � —— '" PAC�D 5AM7, lig6dy cemented, s#Ity � tan, � dense, moist w/occasional tan & gray silry sandy —— s' ;. clay seams & cemeated sand seams —20 ' . �; ; � + S8 —25 � � � L r •'f• ' � —30 5� 5J - ��� h � ` ' . � _3� S1L�: , � � � SQRINGr LOG . B�1 ' � Si�eeE l of t � � � � ;b a�,� � ��, w g •nr� A -�� 3 � � . � �� "� . � �� � � � y � a . � �`�, ;� ,� . �` g � � b �aa � � �� " � w � g4 ° � � � � � � 3,5 2 p 3.75 1�4.Q 102.5 37 ZO 17 64 1.& 3.0 a•S-� 11.0 108.4 28 14 14 5$ 1.6 44 6.4 43 17 25 24 3[ 6.D 23 1 i 12 24 2.0 17.5 50! 3.5„ 35A sa �il 501 3,5„ 50/ � ��� 1fi.0 L 12.8 23 14 4 47 0.4 Zi,O 21,q 22.0 2l.4 22 I� �' Comple4�onDepth: 3S ft Remarks: GroundwaCer seepage absetved at 15 ft. during drilling. z Date: t t�ls�ot Water level measured at 10 ft. at completinn. Hote caved at ll.3 f�[. � on 11/15/01. O e ���'�� - ii�a�truaec�non i�es ��r��nc opp�i�o� gu�bo�ndartee� � ^ FIG[!RE A.3 in cin�, Ih� tt�wsirian ai�y ba grndunl i:':� � ; �xoject: Castle Circle Lift Station . and Force Main � Fort Wort�, Texas , Project Nurnber: 2Q4�-7 �, Locatipn: 5ee Plan ofBorings � � Sur#'ace El.; Unlaaown � � � � �� a � �, � , MAT�RItiL DESCi.tIPTION �. � I�fQT TIRILl.ED - I+IO ACCixSS I3tJE T() - - HBAVY TREE CrROWTH -5- -�o- -�s- -ao- . �as-- �� � � �_ _ � � -30- �_ _ b -- — � �T _ � -35- a- � Complation Depth: 0 ft � Date: 11/15/01 � � �oi�C Bo�rG LOG � B�-� Sheet 1 af 1 � � � x ,� � � .� .� � � � � � � •v � '� �. � � w � � �- - �' A � � � � � � �'�, c�� �o � � °� a�" � •� " �'g � � .� � � � � -� a � � � z. � � � � , �" � Remarks: - _ � — � 9�ar�� v� �ro�e�, ��o��� � eo�a��, — - --- - FIGL31t� A.4 in siny t�a traovtlon may he gcaduol Project: Castle Ci�cle Lift Station and Farca Main Fort Worth, Texas Praject Nnmher: 20� 7 Location: 5ee Plaa of Barings � � � SuIfaCe El.: UnkriOWri � � � A � � � . MAT�RIAL A�SCRIPTION NOT DRILLED - i�t0 ACCE55 UUE TO - - HEAVY TREE GAOWTH _�_ . - l6- _i5_ � -20- _�_ �- - 30 - �_ _ °- - � n �� � � -�� � 3- � Comgletion Depch: 0 ft � Date: I1115/a1 � � -- — ����� Remarks: B�ORTNG LOG $�3 �S�.et 1 vf 1 � � � � " �' •�i � n � � A �� � � � `" C�" �'.� �� �3 °� �+ �c �'� � •� o �$ �� a � �� a �� � � � � �� �� � a � 'Ru stradHcadoa liues reprrsrnt apprakimak ercazabPunclAfiCs� ia slu�, �he hansiuon muy 6e gradual FIGURB A.5 GENERAL NOTES DRLLLIi�[C ANA SAhCPi.11YG $Y1V[EpLS: U A S W C P T D . Thin-Walled Tube - 3" D.D., Lfnless otherw9se noted . A�ger Sample , Split 5poon - 2" C�.D., Unless otherwise noted . Was�i 5ample . Daublc Tube Gare Barrel . Packer Test . THD Cnne PcnetromeC�r . Denison 5arriple � RELr�7'!VE DENsi"i'Y QF COARSE-GRAINED SQCLS: Yenetration Resistance Blowslfoot 0-4 4-!p 10-30 34-50 over SD Rel�ti�e Densitv Very Loose �oose Medium Dense Dense Very Dense TER1415 CHAI2AC7'ERiZiIYG SOIL $TRUCTi1RS: Slickensided Fissured Laminated [nterbedded CsEcaceous We]E graded Pnarly graded COI�iSISTENCY o� Frrt�-G�[H�n Sat�s: Uncflnfined Campressive Streneth, Oa, tsf F.ess thart �.25 0.25 to U.50 0.50 ta 1.00 I.00 to 2.00 2.00 to 4.00 4A0 and higkter Consistencv Very Saft 5oft Firm Stiti Very Stiff Harc! . Having inclined planes of wcalcness that are siick and glossy in appeararce. . Containing shrinkagc cracks, frequently fiiled with �ine sand or si1#; usually more or less vertical. � , Compased of thin layers oivarying calor and texture. . Co►nposed af aitarnate tayers oi different soil types. . . Containin� appreciable qaanCities oic�lciu� carbonate. . Havin� wide raxrge 9n �xsin sizes and su�sst�ttal amounCs of al] intermediste particic sizes. • . Predaminantly oFane•grain siz�, ar having n range of sizes with some intermediate size missing. NOT�: Slicke�sided and fissured clays may have lower unconfined compressi�e strengths because of gianes of weakness ar orac[cs in the soi1, 7'he consisteney rating of such solls are based on penetrometer readings. D�c�� oF W�A�rx�xnvc: Unweathered . Rocic in its na6ural sta#e before being expased to atmospheric agents. Siightly Weathered . Nated predominant{y by calor c3�ange with no disinte�'sted zones. Weathered . Completc color change with zo�es oFslightly decamposed rock. . Severely We�thered . Complete calor change with consistency, texture, and general appearaiace approachiag � sail. Si3B5UR�'ACE CONDiTION$: 5oil and rock deseriptions on the baring iags aze a campilaCion of field data as well as from Iabosatory testirag of . sampfes. 'lfie stratifcation iines represent the approxtmate boundary betwaen materiaEs ancf the transiEion can be gradual. Water ieve] observations hav� been madc in the borings at thc times indiaaced. It must be rioted that fluctuattons in the groundsvater level may occur due to vari�xions in rainfall, hydraulic cvnductivity of soi] strata, aonstruction aativity, and other faators. LANDT�C Figure A.12 �'ity of �'o�t T�o�th, T'ex�cs ����� �� �ar���i� _��w����l��rf1�� DATE R�FERENCE N[JMBER LOG NAIWfE 60CASTLE I PAGE '� Of 2 1I28103 *'�C�1944fi sus.��cT CONTRACT WITH HOLLOMAN CORPORATION FOR THE CONSTRUCTION �F THE LAKE WORTH CASTLE CIRCLE LIFT STATION AND FORCE MAIN RECOMMENDATION: It is recammended that the City Council authorize the City Manager to �xecute a cantract with Hofloman Carporatian in the amaunt of $819,346,51 for the constructian of the Lake War�h Castle Circle �ifti Staiion and Force Main. DISCUSSION: The Lake Worth Castle C�rcle Lift Station and Force Main project is t�e first af se�eral phases of planned sewer impro�ements ta pror�ide wastewater service to the existing residents near Lake Wor�h. A sani#ary sewer lift station and approx�mately 10,000 feet of force main will be canstructed under this contract. The project was advertised far bid on Octoder 24 and 31, 20a2. �n Nouember 2�, 20Q2, �he folfawing bids we�-e recei�ed: : �� - AMDUNT BID CONTRACT TIME Holloman Corporatian Canaster Construction, Inc. AUI Con�ractors, L.P. Atkins Bro#hers. Equipment Campany, Inc. Earth Builders, Inc. $ 8� 9,3�6.51 $ 868,307.5a $ 984,877.5� $ � ,008,072.20 $1,133, 965.54 780 Calendar Days In addition to the contract amount, $40,973.33 is included for possible cF�ange �rders and contingencies and $5,Ofl0.a0 for staff support and review. The Ho[laman Corporatian is in campliance wifih the Gity's MIWBE �rdinance by committing ta 25% MIVIIBE participation. The City's goal on fhis projec# is 15%. This praject is located in COUNCIL DISTRlCT 7. Cf ty o�' �o�� Wo��h, �'eacas ��y�' ��[ �����id ������i��f1�� DATE REFERENC� NUMB�R � LOG NAM� ��GASTLE ` PAGE 2 Of 2 1128103 �*�-� �4�� � SLIBJECT CONTRACT WITH HOLLOMAN CORPORATI�N FOR THE COI�STRUCTION OF THE LAKE WORTH CASTLE CfRCLE LIFT STATI4N AND F�RCE MAIN F15CAL INFORMATIONICERTIFICATION: The Finance DErector cer�ifies tha# funds are a�ailabl� in ihe current capital budget, as appropriated, af the Commercial Paper-Sew�r Fund. f�I��l � Submitted for City Manager's Offce tay: Marc Ott Originating Deparfinent Head: Dale Fisseler Additianal Infarmation Contact: I`iJND I ACCOUNT I CE1�iT�R � AMOUNT CITY SECRETARI' (to) $476 � 8207 I {from) PS46 54i 200 0704809 36660 $819,346.51 APPROVED 1128/03 Dale I'isseler 82�7