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GREENLEA EAST-WEST INTERCONNECT RECLAIMED WATER PROJECT - 10-0038-UT�� . � ��x � ��-, f � :'� y °>3` � �� '�* _ : E`Ui�;eea»c Deeaat:ati:��i August 28, 2012 Andrew Sitework, LL� Attn: Ralph Andrew 4696 Elevation Way Fort Myers, FL 33905 CITY OF CLEARWAT�:R Pv<� OE�i�ic�: 8�� ?-t8. CI_e:�a��:ci�ea, F�.oai��a 33%>8-�?=�8 ll�vict��., SFR��icL� F3l��t»��c�, 100 Sot-ni'��Iti�a�r�EA��r�re, Srn�c 220, CiLVZ�t:�rta, F�.��ain� i:j?j( � -� Tt.i.et>��o�e ( 2 ) �62-�,70 F:�t (�2^) >62-��"�� Re: Greenlea East — West Interconnect Reclaimed Water Project (10-0038-UT) Certificate of Final Completion Dear Mr. Andrew: The work of the above referenced project is completed and acceptable as of Wednesdav, Au�ust 2'� 2012. However, if at some later date any defects appear due to construction, you will be expected to acce��t the responsibilit�� according to the Guarantee of the General Conditions which reads: "The Contractor shall remedy any defects in the work at his own expense and pay for any damage to other work resulting therefrom which appear within a period of one (1) year from the date of final acceptance." Very tru�, yours, Robert Maue Project Manager City of Clearwater � . � z z,. `� a '` ` �� 0 7 20i2 �y�� I��.��L R��e��;,� ��s`4oa� L��"�� 'i�� ::�� cc: Robert Fahey, PE, Utilities Manager Craig Osmanski, PE, URS Corp. Susan Chase, City Clerk Specialist, Office of Official Recards & Leg. Services Project File ��s� ■�. "E��c�� E�ii�i�ii��u:�i' a�o_�rE�iu�.;cii��r..�c�ri�� E�u��i�.a.: _ ,. , �� 1 .� � � 1 � _� , � 1 �. � � � � , GREENLEA EAST-WE ST INTERCONNECT RECLAIMED WATER PRaJECT (PRaJECT No.10-oo�s-UT� CONTR.ACT DOCLJMENTS & � � � r � SPECIFICATIDNS Prepared for Bid Set Septem ber 2011 P re pa red by 7G50 West Couxtney Campbell Causeway, Suite 700 Tampa, Florida 33GU7-14G2 �. = _ .. . . Client#: 1482194 132ANDRESIT DATE (MMIDO/YYYY) ACDRD,M CERTIFICATE OF LIABILITY INSURANCE 10/26/2017 TH15 CERTIFICAtE IS ISSUE� AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. 7HIS � CERTIFICATE DOES NOT AFFIRMATIVELY pR NEGATIVELY AM�NP, EXTEND OR AL.TER THE C�VERAGE AFFORpED BY TME POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NQ'C CQNSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(5), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICA7E MOLDER. IMPORTANT: If the certificate holder is an A�DITIONAL INSURED, the policy(Ies) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the pplicy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificat� hold�r in lieu of such andarsement(s). PRODl10ER NAMfl: BB&T-Oswald Trippe and Company PWONE ac No �t : 239 433�535 L�No�; 866-881-5271 13515 Bell Tower Drive E-MAIL � � FoR Myers, FL 3$907 AODRESS: 239 433�535 INSURER 5) AFFpRDING COVERAGE NAIC # W tF Id 1 C 24112 iNSUReo Andrew Site Wark 28657 North Diesel Dr Unit 4 Bonita Springs, FL 34135 IN5URERA: �'$ �� surance ompany iNSUR�Ra: ��orida Citrus Business E� Indus WCSIF IN5URER G : wsuRER o : COVERAG�5 CERTIFICATE NUMBER: REVISIpN NUMBER: THIS IS TO CERTIFY THA7 THE POLICIES OF INSURANCE LISTED BELOW HAVE BE�N ISSI.IED TO THE INSURED NAMEO ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM �R CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH iHIS GERTIFICATE MAY BE ISSUE� OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE 7ERM5, EXCLUSIONS ANp CONpITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REpUCED BY PAID CLAIMS. INSR 7ypE QF INSURANCE A�pL 6R POLICY EFF POLICY EXP LIMITS LTR p P041CY NUMBER MhUD�lVYYV MM/pp/Y`/yY p GENERALLIABILITY X CWP4547425 9/75/2017 09/15/201 EAGHOCCURRENCE $� Q0�0�0 X COMMERCIAL GEN�RAL LIABILITY ENTED I a occurrenca s 150 000 CLAIMSMADE � OCCUR MED EXP Any one person $ � � 0�0 X PD D�d:7,000 PERSONAL & ADV INJURY $ ��DOO�OOO _ GENERAI.AGGREGATE �� $�I,OOO,OOO GEN'L AGGREGATE LIMIT APPLIES PER: PRODl1CTS - COMP/0P AGG $Z�OOO�OOO � POLICY j CT LOC $ A Al1TOMOBILE LIA8ILITY CWP4547425 9/15/2011 09/15/201 �a ac�c deot5lNGlE I.IMIT $,�,00O�OQQ X ANY AUTO BODILY INJl1RY (Per person) $ ALLOWNE� SCHE�ULED BODILYINJl1RY(Peraccident) $ AUTOS AUTOS X HIRE� AUTOS X NON-qWNEP ��pROPERTY DAMAGE $ Al1TOS Per accident $ A UMQRELLA LIAB occuR CWP4547425 9/15/2011 09/75/201 EACH OCCl1RRENCE $5 000 000 FJ(CE55 LIAB C4qIMSMqOE AGGREGATE $rJ OOO OOO DE� X RETENTION $O $ � WORKERSCOMPENSATION 7pfi44921 4/01/2011 04/01/201 X WCSTATU- OTH- ANO EMPLOYERS' LIABILIT'Y y� N ANY PROPRIETORlPARTNERlEXECUTIVE E.L. EACH ACCIpENT $'I OOU OOO OFFICERIMEM6ER EXCLUOEp9 � N / A (Mandatory In NH) � E.L. DISEASE - EA EMPLOYEE $� 0�� 0� If yes, descrihe under DESCRIPTION OF OPERATIDNS below E.L. �ISEASE - POLICY LIMIT $� OOO OOO � _____.. _�._ p�1 �ESCRIPTIDN OF OpEIiATIpNS ! LOCA71pN8 / VEHICLE5 (Attach A 0 1 diGonal Remarks Schadule. If more space Is required) RE: Greenlea East Wast Interconnect Projec tract 10-0038-UT. t Gity of Clearwater is named as an additional insured with interest i� in5ured's operations with respects to General Liability only, per blan{��t�ditianal insured endors�m�nt form CG2033. G^ k��' reeT�eir�Te un� nro ....�..�� .��...� . The City of Clearwater SHOULD ANY OF 7HE ABOVE DE5CRI8ED POLICIES BE CANCELLEp SEFORE THE FJ(PIRATION DATE THEREOF, NOTIGE WILL SE DELIVERED IN 112 S. Osceola Avenue ACCORDANGE WITH THE PD�ICY pROVISION5. Clearwater, FL 33756 AUTHORIZED REPRESENTATIV� �- ��- �v� Q 19$$-2010 ACpRU C�RPORATION. All rights reserved. ACORD 25 (2010/05) � af � The ACOR� name and logo are registered marks of ACORD #57649224/M7423127 � f KAEV r � � � � � � � r � � � � , � 1 � 1 � ADDENDUM NO. 2 for Greenlea East-West Reclaimed Water Interconnect Clearwater, Florida Project Number 10-0038-UT DATE: September 21, 2011 SUBJ�CT: Addendum No. 2 TO: ProspECtive Bidders and Others Concerned Bidders an the above proj�ct are hereby natified that the follawing Addendum is made to the Contract Documents: 1. Supplemental and/or Amendments ta Contract Documents: A. ADD the fallowing item to the Appendix: 1. Pinellas County Right-of-Way Utilization Permit #11-0304U dat�d August 31, 2Q11. END OF ADDENDUM #2 THE CITY OF CLEARWATER PINELLAS COUNTY, FLORIDA Bv: /slWilliam B. Horne. II City Manager Addendum No.2-Greenlea East-West RCW Interconnect_092111.doc Page 1 � BOARD'OF COUNTY COMM15510NER5 � Nanty Bostock Neil Brickfield - Susan Lariala � )ahn Morroni Norm Rache Karen Williams Seel Kenneth T. Welch � � � , � Pinel�as ` Count y DUILDING fr DEVEL�PM�NT REVIEW S��iVICFS Utilization Permit #11�0304U August 31, 2Q11 URS Corporation 7650 West Courtney Campbell Causeway Tampa, �I. 338p7-1�4�� Attn. Craig Osmanski, P.�. Re: Utilization Permit for City of Cl�arwater — Greenle� East- West Reclaimed Water Interconnect. [URS Project Number 120Q965�!] Dear Mr. Osmanski: We are enclo�ing your approved Utilization Permit covering the praposied canstruction descrlbeci below: Install a 12" RCWM along �uerbrook Ave., Betty I.ane, Kings Hwy., Sunset Point Rd., Union St., Hercules Ave. hy directidnal bore. This letter must be attached to and made part of the approved Utilization Permlt, making the following conditions binding to the Permit: ' 1. It is the responsihility of the �ngineer of record to procure all necessary permits that are required by the agencies that are affECted by the propased eonstruc#ion. � � 1 ' t ' LJ ' � 2. Contact Pinellas �Count�r Operatians Area Inspector Gene Crasson priQr to beginning work and far scheduling of required inspection�. (Ph. #727-5$0-6515, 4$ Hrs. Minimum Notice) Befiore this Permit becomes Effective, it will be necessary to cvntact th� Utility Notification Center, "Call 5unshine", (1-80��32�770) not less #han 48 haurs or more than five (5) days priar to constructinn. � Er�i�eerin� Technician 3y lJtilization P�rmits Services �nclosure cc: Public Works Operations . '�, ; , PLEASE ADDRESS REPLY 70: 310 Court 5treet Uearwater, Florida 33756 Phone: (72� q64-38$9 �;r ��,�{!�4; M'r- �l F'inellas Coun#y � Building & Develapment Review Services 1 ' � � 1 1. 1 RIGHT O� WAY' UTILIZATIDN PERMIT P�RM17 NO: C �.� THE COUNTY OF PINELLAS, a politi�al subdivisian of the State of Flarida, hereinafter called the Permitter, fiereby grants ta City af Glearwater of 1Q0 S. Myrtle Avenue, Glearwate'r, Florida, 33756 �roa�� rsr�� add�ss, c�ry, srar�, Zlp) hereinafter called the Permittee, a Petmit to. construct m, OpEPdtE PJ, maintain p, renew p and/or rsmave ❑ Se� Attachment 1 on attached plan along, across, beneath, or over right of way �nd/or property af Permifter at the following.location: Counry Road No. Name: See Attachment 1 Psrcel ID No. situated at See Attachment 1 , Florida, subject to the followi'ng provisions and �ondjtions: (Address or 3treef lnter�ection) 1. Construction, operation and maintenance of such utllity shall nat interfere with property and rights of prior occupant. 2. The construction, operation and maintenance of such.utiliry shall not create obstruction or conditions which are or may become dangerous to the traveling public. 3. All wark musk be dane ln keeping with standards of the Flvrida Department of Transportallon Manual of UniForm Minimum .Standards for �esign, Cpnstruction and Maintenance for Streets and Highways, Roadway and Traffic Deaign Standards, Flarida Department of Transportation Standard Specifications For Rn�d and Bridge Canstruction, AASHTQ and by the County Director or his agsnl. 4. All materials and equipment shall'be subject to Inspection by an Engineer of the County or his agent. 5. The Permittee shall and does hereby agree to indemnify, pay the cost of defense, and s�ve harmiess the Permitter from:and against.paymant of all claims, suits, actions, costs, at�ornays' fees, expenses, damages, judgments, or decrees by reason of any persdn or persons or prop�rly being damaged or injured by the Permittee, his employees, agents or sub-cpntractors ar in any way attrihu#able to the 'performance, prosecutian, construction, operation, pr maintenance af work herein �itted by Permitter and resul[ing fram neeligent acts. or amissions of said Permittee in avnnection with the wark herein pemiitted. 6. The Permittee shall repalr any dam�ge ar inJury to the road or highway or other Caunty property by reason of the exe�cise of any of the privil.egas granted in this Permit, and shs�ll re{�air the same promptly, within �aven (7j days of.opening, restaring it ta a condition at least.equal to ' that which existed immediately prior'tp th� infllotian of such damage pr injury. (Note: All portions af th� right af way other than paved areas disturbed by the canstruction of this y�ility wUl k►� compacted, grassed and mulched or sodded as requi�:d.) ' ' � 1 ' , � I �J ' � 7. All overhead installations shall conform to clear�rtGe sta,ndards of the SWte Utilities Acxammodatian Guide and all underground crossing irrstallations shall be laid at a minimum depth' of 36" b�l�rnnr pavement, ar at such greaUer depth as Permitter may r�quire. 8: In the evehl of widening, repair or recanstruation of said road, the Permittee shall mpve or remave'said Gt'ility°installatfon at no. cost to the Permitter. �. 7his permit oreates a permissive use anly and the placing of faciliNes upon County praperry pursu�nt hereta shall not operate to create or to vest anyproperty rights in said Permittee and i5 grar�ted in perpetuity su6jedto termi�n by tha PermittQr upan the giv�ng of 30-days notice in wri�ng to the Permittee. �e�/�`"�rORy� 10. The Permittee shall fumish the Permitter wbth a st�rvey showing the exact locatfons p� alll�t��i�l��rsuant to this permit, said. survey to be sufficiently detailec! to.allaw lac8tian qf said installatinn by reference thereto `��r �h p�rmj� 7he attached plan, covering deWils of this insl'�Ilatiart, shall be a part af thls permit. •MAr �j�, Upon camplation of installaUon, if fleld adju�tmerrts are made, an as-buift drawing wlll have lq be s`3ub�li. 11. Section comer monuments subJecR to diaplacQt�'tent shall first be referen and later reset by a Florida Registered Land 5uroeyor. �. • 12. All activities in accordance with this permit tiuill requlre ooni�armance to fhe'Manual on Traffic Control and Safe PracGces far Street and Highway Construction, Maintenance and Utllity pper�tians.' (Chapter 316 Florida Statutes) 9 3. The Permittee's attention is directed to the provisions of the TrenGh 8afety Act (Florida SLatutes, 5ection 553.60 at. seq.) and the Qccupatfonal Safety and Health Administratian Fa(cavatian Saf�ty Standards (29 C.F.R. Section 192fi.B50, 5ubpart P) which shall apply to construction, operatbn, and maintenan� pursuant to thfs perrrdt. 1a. Compactlon within right of way to meet Pinellas County Mirtimum Standards. 16. Regulatory Services i& to be notified e minimum of 48 hours prior to begfnning work at 4843394, atherwise the Permit will be voided. 96. If this permit is for a mcnitar well, oopies of all testing reports are to be forwarded to Pinellas County Regulatory Services. 17. The Permittee shall commence construction within BO days from the date. of this permit and it shall be cnmpleted within days, Permittee orAgent: Cra 1 1�_ �.�l�r�5�� / Phane- $"I �^ is.�� µ�I �/ Dafe: _�r2 �`// � OR pRINT �IAME Rev 1A/15/?00.9 � ' , ' 1 � 1 1 r ' � ' � 1 , 1 � � � APPLICA710 S BMITTAL I STRUC U 3 ❑escriptlon and nature oF the propas�d inatall�tion shall 6e outlined In the two blank fines dn application. 2. 1'he bottom of Application Sheet 1 shall be signed by applicent or his agent. 3, On the attached plan, the following data shall be suppli�ed: a. The plan shall show the right of way lines and the widths of right of way. The offset distance frpm the centerline .di the proposed. fnstallatfan shall be shown and the scope of the prpposed project, with all the distances 2nd sizes clearly indicated. b. Typical cross section shall be furnished shiowing width of pavement, width of right of way on each side, affset distance from centerline to proposed instatlation and any pertinent data lo sidewalks, curbs and gutters, etc, c. Indicate type of installation on both typlcal cross sectlan and plan view. d. All pertinent drainage informaClort and calclalations or justification for siz� aF pipe and/pr,grading. 4. All improvements within County maintafned rlght of way shall conform ro Flarida bepartment of Transportation requirements and/or Pinelles Caunty Subdivision requirements. 5. All applications for water and sewEr lines must be separate applications and countersigned by the utility involved priar to submittal. 6. This form is to be made �ut in QUADRUPLICAT� wilh faur (4) drewings; one fully �xacuted copy will be returned to you after approval. 7. There is a variable processing fee that must be received prior to the issuanc� of the permit. Please make chedc payable to Board of County Commissianars. 8. Due ta the extensive work being done in Pinellas Couniy right of way, please provi'de proof that,yvu meet the following insurance requirements:. "Comprehensive General Liability Insurance induding, but not Ilmlted to, Independent Contractor, CoR�Ctual, Premises/Operations, Products/Completed Operatiqn, Exploslon, Cc�Uapse and Underground, and Persanal Injury caverir� the liability assumed under indemni�caGon provisions of this permit, with limits nf liability for personal (njury and/or badily inju 'ry' ,.including death, af not less than $300,000, each occurrence: and propBrtydam�ge.of not less than $100,000, each occurrence. (Combined Single Limits oF nat less than $30p,000, each occurrence, will ba acceptable unless otherwise stated.) Coverage shall be on an "occurrence' hasis, and the policy shall include �road Fam Prooerty Damas�e coverage, ar�d Fre Legal Liabili�e of not less than $50,000 per occurrence, unless otherwise stated by excepbon herein " NOTIFICATIOId CEN'iER Pinellas CouMy BDRS Re�ulatory Serviaes 31.0: Court Street,1st Floor Clearwater, FL 33756 Rz7> as�a-3aoa oR asa-s39a (727) b64-3384 far 48'hr natice -and inspecttons (1-800-�132�770) MUST B� NOTIFI�D 48 HOURS IN UTILITY COUNTERSIGN (NameR'dle) �oere) I TD sE FILL�b OUT BY PINELLAS COUNTY REGULAT�RY SEFBVICQS Sod required �es " No � �pen cut � Yes �•b_� PINELLAS COUNTY� FLORIDA, Date: � i � for i Section Jack and bore � Yes '-"P�o Directional bore � � No of County Commissfoners SEE ATTACHED I.ETT�R FOR ADDITIONAL CONDITIONS TO THIS UTILITY PERMIT. , 1 � � 1 � 1 1 � 1 � 1 , , 1 1 , 1 ,, � CITY OF CLFJIRWA?�R _�� G��L�� ■ w�� f R�C�AIM�D WAT�R INT�RCQNN�CT ATTACHMENT lx��n��:��, �,p�.W� ��,,,.,��m,.�..�,u��p� � �,: �..�K<-� �.�.x 4 �'. � - � CITY QF CLEARWATER � � � � , ' ' � , , L� 1 , �� 1 GR��NLEA �AST-WEST RECCAII�ED WATER INTERCONNECT ATTACHMENT 1 Portions of the Greenlea East-West reclaimed waCer (RCW) interconnect pi�ing will run alai�g and will cross Pinellas �ounty right-oF-ways (ROWs). Following in the Table 1 below is a list of the sections of both transmission rnains that are within or cross Pinellas �oi�nty ROWs and would require to be incl�,�ded in the project ROW utilizatian pecrnit. Table 1- Ppr�iona Ot' �t*c�'ect R uirin Pinellas Count Permit� P�pc County Eti�ht-Of-V'�ay or Section/Township/ Section Road # Road N�i�e From To Ran e �z�� RCW 56� Overlaraak Douglas Avenue Betty Lana 3/295/15E PVC Avenue, 12�� 355 B�tty La,ne �verbirook Avenue Fairmant Street 3/29S/1SE PVC �� RGW 36S 5andy Lane Qtten Street 3/29S/15E PVC �2'� RCW 576 Suriset Paitit Rbad Crossing at Ridgeway. Crossing at PVC Drive Rid �+wa Driv� �qS��SL 12" RCW � �Inion 3rreet Crossing at CR 1 CrUSSing at CR 1 PVC 6" RCW 425 Hercules Avenue Montclair Soad �50 feet south of y�q5/15E PVC Mqntclair Road The praposed method �af i�,stallat�an is hor�izantal directianal drilling (HDD. Refer to attached �gure for a typical cross-s�ctions of aIl county roads. In certain portions of th� prajecE wher� HDD is nat pra�Cical to i�e us�d, open-cut may be the proposed construction m�thod as required. Please refer Cc� the enclosed canstruction drawings for additional deCails r�ri the alignment and grade af the pr�posed RCW piping within the Pinellas County ROW. '�'� lx,a,«�.��,.�� . ��.�►,�� .: �.�,� � � � � � � � � � � � � � � � � � � � Il�IDEX OF PLANS � 0 � � U Engine ering Dep artrnent 1Q8 3. biyrtle Avenue, Clear►vater, Florida 33756 GREEIVLEA EAST-W�ST RECLAIMED WA TER lIVTERCONNEL'T Secf Of Ihru 04 dt 06 Twn 295, Rng 15E Profect No. f0-003B—UT `��' �.A�- °f r�' '-- � �S ��: �� ,,►�, o ; :� ° _9,p p�,►� '---�'�TFR,_`�� ' � � 1 `��11::� � ` i � i .. �40 � CITY OPFICIAT S Pranlc Hibbard Mayar Seat 1 John Doran Cwnc�7mem6er-Seat 2 George N. Cretekaa Cauacilmembet-Seat 3 Bil1 Jonaon Coancilmesnliec-Seat 4 Paul E�. Gihaon Counn7membet-5eat 5 William B. I-Iome II City Matiager A4ichaei D. Quilten, F.S. 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[n � SC:,��. �'•'� ..r�r� �rs.+....tn n.�+...an I�w+ o� w wr b7 � iy+ oi �r tr p7 �� I�'7 y�� M �� ry� ry Y� M� II] `uwvrM uo.xr.µ7� �� rta� � i r.aiti+.ird� �"�'i 4" 51MGLE METER ASSEMBLY nor 4o ua�c i¢ae y---- P� �dEw IT YM `cniwe �r m.uvua� �'°`°°�o _ _ ___ _ _ s�er anc[ ""'`— _=___-- --_ _—_ __ L �vrc iaeuaua p+'P7 "°' ^'�� I I 1 � � � 1 1 1 i I 1 i I I�\� �� 1 1 I I I I 1 I I I L L J •! L l t J L J-� - � - - � � lIF-1! 9mA] b lSq1� SECFION A-A � �C � B�RA�I�fA�FE 7�C�1 � Wf LAYO{iT ON Cfll QC�IE FD] eouc im � '� � _!+� //� ,i.� M! OEItA �! fUl �10.0uTOf1 W�OU06 OMY. ]FE MOlAS COUMIY �1E8 �fIDP11YN M � � 9mui¢/�aena ccso� m �rtiucrde $-_��_ �� BID SET � ortm��a easr—wFSr �G �� p� �� REC{.AIMm WATER INiERCONNECT � � � �°'°' mu...e.w ae.. c..�v pETpl.q '$'°' 100 3. byrt.te ►vn r�w w��a,,�� Clearxater. RI 99766 �a ,�. :i � iiaL'� •—m�� m � _ _ • _ _ _ _ _ :�. .�, � d � � .S : _?�� a i ��ik � . '..� �'3�.��. -_ � � ' � � � � � � � � � � � � � � � Te�aorvey GWmvalk Yarklry S1ESll RO�C � � b AIID-BLOCK SIDEWA2X CIASURE IF�SSl11N dl1lAT � � �uw exiur A110-BLOCK SIDEWALK CLOSURE WlTN TE�IPoRARY 4YA1X4YAY CQRNER SIDEiVALK CLOSURE WlTH TEMPa6RARY CROSSWACI[S GENERAL NQTES 1. Ony Ihe s7pns confro711�p Dedeslrfun flows ore shvwm. OMer T. WAen aunefrcnNar+ achYlfles lnroMe sldewa7RS o� bafA s1Ces work zone a1Qna w771 be neMed fo cw�lrnl IraNk on the sfraets. of 1Ae alreet, eflorl5 sAau7C be muore lo afape Me mnstR,ction so thv! 6ofh slUewa!!cs are nol out of service ot !he snme 11me, 2 Far spaclnQ of tralflc contro! devfees and qensra! TCI SY,IIBOLS raqulremente refsr fo Rld�x No. BQO. ►mx�mum apacinv 8. In tt+e event FMi sldawelks an boM sides oi fAe streef cre � belween 6arrlm7sa, vert7co7pnnela. drwns ar h.�ular mrw+tars closed, pedeslr7ans s7+v11 be qulded araw�d the canslrr�tTam m�e. Wark Area shvlf noI 6o Orecter t7�vn 25`. 9. Terrtparary wa7Aways s1a7! be a minimnm af 4' wlde crllh e 3. Streef 77qMirtg should be c»nsldered. mo.s7mum O.OP crass sMpe and a ncoxlmum 0.05 mm�inQ slope 8 Type I Dr Type II 8orrlcade Or VeNicol Per�el 6efween raa�p,s. Ter�oorary walRways 7eas li�an 5' in widtl� shv71 11r drflm f INlIh Sleady Burnlnq LTphl Ai Nlghi Ortlyl. 9• Fw niphttime cM.sures use Type A flashfip warning 7lqhls on pmvfda {�Q 5'x 5 pnssinp spuce at inlervals noi lo exceed Giorrhndes srrppor�ir� sipns and cfoalrp sldewalks, Use Type C 2U0�• Temporary rmwas sha71 meef �Ae requ7ramenfs for au6 (Tfe8w7�AfmkeriAluyBr UsrdDrRi+rgDrrylr�RrQnry. sfeoay-burn tfQhts an channe7izinQ devTCes seporallnp 1he wark ramps apecif7e4 7n lndex Na. 304, GenaralNotes 7 FArovpA 7. Cwu RLay Be Vred - Serlrcdex No. 600.J area frofi veAkvlar heffla Terryoorory walkway surfoces oM ronqvs sAUN be slobfe. flrm. slip resistant, and kepl free of any oGrFnrclions wid Inmrds [� Work Zone Si 5. Pedesfricn tmffle slgrwl dlsp7oy mntrnlfirp efosed � rial�ee�s., de6ris. rnrd, cnn.sMtctlon eqvipmeM. stored � crvsswofks sho!! be wvered or dmcFlvated. � Re�trlred Zxnilons For E11her Temparery 6. PasY Nounled STQns lomfed nwr or ndJarnf to a s7dewalk A7. Femporary rar�pas and ."ert�oorary aroSawnlR markTngs a7ial! Dr rerxored Or Penmanenl Curb Ra�os. .snnu �rne a 7'minfmum cleeraxe from iFe boFtam of sipn to witA reopening of Iha side�rvfk, +Mless olh8nvlse nofad la Fhe fhe sidewo7k. pMns. A17 work ond maferiafs assxiotad w�Yh cronstructlnp tempwnry �a Lwre IdBli11{iL�0111M + Dlrectlon of Trafflc arcb rmf{os aM lempnrary croa�wa7k mar8ings, remwul wid d7sposv! of far�poorary afrb ramps and temporary crosavalk marRfips, wvd nstoralion to orlqtnvl cnndllon .sliall be paid for as Alvinteriance af Tmfflc� lunW Sum. LIDIVDITl�NS WHfRE ANY VEHICLf, f0UlPIfENT WORKERS QR THE1R ACTNlTIES ENCRl7ACH ON THf SlDEWAIJC FQft A PER10D flF MORE TNAN 60 1l1NUTE5. � � � � � , DATE: SUBJECT 1 ' 1 ' 1 1 ' , 1 � TO: ADDENDUM NO. 1 for Greenlea Eas#-West Reclaimed Wa#er Interconnect Clearwater, Florida Project Number 10-0038-UT September 16, 2011 Addendum No. 1 Prospective Bidders and Others Concerned Bidders on the above project are hereby natified that the fallowing Addenda are made to the Cantract Documents: 1. Mandatory Pre-Bid Meeting: The Mandatory Pre-Bid Meeting was held on Wednesday, September 14, 2011, at 10:00 A.M, and a copy of the pre-bid meeting sign-in sheet may be obtained through the City's Plan House. 2. Pre-Qualification: Sealed proposals will only be accepted from thase Contractors that are currently City pre- qualified Contractors in the construction category of Water 8� Forcemains with a minimum pre- qualification amount of $2,000,000. It is the Contractor's responsibility to insure that they meet the pre-qualified minimum limit, and Cantractors wanting to pre-qualify to bid this praject as a General Contractor must do so two (2) weeks/ten (10) workdays prior to the bid opening date. Please contact Alice Eckman of the City's Construction Services Department at (727) 462-6126 to complete this process. See Section I— Advertisement of Bids 8� Notice to Contractors for more information. 3. Request far Information (RFI): All RFI's must be submitted in writing either by email (robert.maue m clearwater.com) or by fax (727-562�755) to the attention of Rabert Maue, and the RFI needs to include the company's name, contact p�rson, and contact information in case clarificatian is needed on any issues. The last date to submit a RFI is Monday, September 19, 2011 by 5:OUpm Eastern Daylight Time (EDT). All Addenda issued by the City will be sent via e-mail ta all Plan Halders through the City's Plan House. All e-mails from the plan house will be from natice(c�desiqnbidbuild.net and NQT the City of Cleatwater. 4. Bid Proposal Farms: ' The Bid Proposal Forms must be complete and all quantities and costs must be filled in. Please double check yaur figures. Propasal Band �- must be completely filled out with the 10% bid bond amount. 1 , Addendum No.l-Greenlea East-West RCW Interconnect_091611.doc 1 Page 1 � : , 1 , 1 1 1 ' ' ' ' ' 1 ' 1 1 ' 1 1 1 5. Supplemental and/or Amendments ta Contract Documents: A. ADD the follawing items ta the Appendix: 1. Final Geotechnical Engineering Service Report dated Sept�mber 15, 2011 fram Tierra, Inc. for Greenlea East/West Interconnect RCW 2. City of Clearwater's Maintenance of Traffic (MOT) Certificatian Form END OF ADDENDUM #1 THE CITY OF CLEARWATER PINELLAS COUNTY, FLORIDA Bv: /s/William B. Horne, II City Manager Addendum No.l-Greenlea East-West RCW lnterconnect_091611.doc Page 2 � ' ' 1 1 1 1 � 1 ' 1 ' ' 1 ' 1 1 1 1 1 � 1�..._r i Sept�mber 15, 2011 URS Corparation 7650 West Courtney Campbell Causeway, Suite 70Q Tampa, FL 33607 Attn: Mr. Bazhidar V. Handjiev, P.E. RE: Final Geotechnical Engineering Services Report Greenleaf EastlWest Interconnect RCW Pinellas County, Florida Tierra Project No.: 6511-10-317 Mr. Handjiev: Tierra, Inc. has completed the geotechnical engineering study far the referenced project. The results of the study completed are provided herein. Should there be any questions regarding the report, please do not hesitate to contact our office at (813) 989-135�4. Tierra would be pleased to continue providing geotechnical and materials testing services for URS and the City of Clearwat�r thraughaut the implem�ntatian af this praject. We laak forward to warking with yau and your organization on this and future projects. Respectfully Submitted, TIERRA, INC. �,,.�f��.�_� .. . Erick M. Frederick, P.E. Senior Geotechnical Engineer Florida License Na. 63920 �� " r �J� � Larry P. Moore, P.E. Principal Geotechnical Engineer Flarida License Na. 47673 7357 Temple Terrace Highway • Tampa, FL 33fi37 Phone (813) 989-1354 + Fax (813) 989-1355 Florida Certificate No. 6486 1 ' 1 1 � ' ' Table of Contents PROJECTDESCRIPTION ..............................................................................................1 ProjectDescription ......................................................................................................1 Scopeof Services ........................................................................................................1 SITE AND SUBSURFACE CONDITIONS .................................... ........... 2 General Site Information ..............................................................................................2 Potentiometric Surface Maps ....................................................................................... 2 Pinellas County Soil Survey ......................................................................................... 2 Subsurface Exploration ................................................................................................4 SubsurfaceConditions .................................................................................................4 Groundwater Information ............................................................................................. 5 S�asonal High Groundwater Estimates ....................................................................... 5 LABORATORY TESTING .............................................................................................. 5 General........................................................................................................................ 5 ' Test Designations ........................................................................................................6 Environmental/Corrosion Classification ....................................................................... 6 ' EVALUATION AND RECOMMENDATIONS ..................................................................7 General........................................................................................................................ 7 ' Drainage and Groundwater Concerns ......................................................................... 7 Directianal Drilled Pipeline Installations .......................................................................7 Excavations................................................................................................................. 7 ' REPORT LIMITATIONS ................................................................................................. 8 1 APPENDIX ' ' �J 1 1 , ' USDA and USGS Vicinity Maps (Sheets 1 and 2) Key Map and Boring Location Plans (Sheets 3 thraugh 16) Soil Profiles (Sheets 17 and 18) � 1 ' 1 ' � , 1 ' ' Final Geot�chnical Engin�ering Services Report Greenleaf East/West Interconnect RCW Pinellas County, Florida Tierra Project No. 6511-10-317 Page 1 of 8 PROJECT DESCRIPTION Project Description Based on the information provided by URS, the proposed reclaimed water project is Iocated in Clearwater, Florida. The project includes the installation vf approximately 20,000 lineal feet of a reclaimed water distribution pipeline in Clearwater. Based on project plans provided by URS, the pipeline is anticipated to consist of a 12-inch PVC distribution pipeline installed via directional drilling methods. This report focuses on geotechnical services perfarmed along the proposed pipeline network alignment. The purpose of the geatechnical exploration is to provide subsurface sail conditions and relevant geotechnical engineering properties as well as ta pravide geatechnical recommendations to guide the project design and constructian. Scope of Services The objective of our study was to abtain information concerning subsurFace conditions at the site in order to obtain data from which to base engineering estimates and recammendations in each of the fallowing areas: 1. Identification of subsurFace canditians at the Iocatians explored. ' 2. General location and description of potentially deleterious materials discovered in the borings which may interfere with construction pragress including existing fills or surticial organics. ' ' ' ' 1 1 1 1 � 'J 3. Identification of groundwater levels and estimation af Seasonal High Groundwater Table (SHGWT) levels. In arder t� meet the preceding objectives, we provided the follawing services: 1. Reviewed published soils and topographic information. This published information was obtained from Potentiometric Surface maps and the "Clearwater, Florida" quadrangle map published by the United States Geological Survey (USGS), and the Soil Survey of Pinellas Caunty, published by the United States Department of Agriculture (USDA) Natural Resources Conservatian Service (NRCS). 2. Executed a program of subsurFace exploration consisting af borings, subsurface sampling and field testing. We performed a total of thirty-eight (38) sail borings to depths of appraximately 10 to 14 feet below �xisting grades along the pipeline alignment. The borings consisted af thirty-six (36) Standard Penetration Test (SPT) test borings and two (2) hand auger barings. The auger barings were substituted for SPT borings in areas where access was limited or utilities were present that limited the use of inechanized equipment. 3. Visually examined recovered sail samples in the laboratory to develap the soil legend far the project using the American Association of State Highway and Transportation Officials (AASHTO) Soil Classification System. Identified the soil � �� ' Final Geotechnical Engineering Services Report Greanl�af East/W�st Interconnect RCW - Pinellas County, Florida Tierra Project Np. fi511-10-317 Page 2 of 8 ' canditions at each boring location. Performed laboratory testing on selected representative soil samples ta confirm visual classification of the recovered sail samples. 1 1 , ' CJ , l �. 1 1 1 lJ ' 1 ' 1 1 4. Obtain�d graundwater level measurements and estimated the Seasonal High Groundwat�r Table (SHGWT) levels. 5. Prepared this formal engineering repart in accordance with the scape of services herein that summarizes the caurse of study pursued, the field and laboratary data generated, subsurface canditians encountered, and aur engineering recommendations in each of the pertinent topic areas. The scope of our services did not include an evaluation of sinkhole potential ar an environmental assessment far determining the presence or absence of wetlands or hazardous or toxic materials in the soil, bedrock, graundwater, ar air, on or below or around this sit�. Any statements in this report or �n the boring logs regarding odors, calars, unusual �r suspicious items or conditions are strictly for the informatinn of our client. SITE AND SUBSURFACE CONDITIONS General Site Information Based on the "Clearwater, Flarida" USGS quadrangle map, the ground surface elevation along the praject alignment ranges from approximately +15 to +65 feet National Geodetic Vertical Datum of 1929 (NGVD29). An exhibit ofithe USGS map within the project vicinity is presented in the Appendix. Potentiometric Surface Maps Based on a review of the "Pot�ntiometric Surface of the Upper �loridan Aquifer, West- Central Floridan maps published by the USGS, th� potentiometric surtace in the vicinity of the praject areas ranges from approximately +5 to +10 feet, NGVD29. As previously noted, ground surface elevations along the proposed pipeline alignment generally range from appraximately +15 to +65 feet, NGVD29. Artesian flaw conditions were not encountered during the field exploration; however, the Contractor shall be prepared ta contrvl artesian water up to a head elevation of +10 feet NGVD 29, if encountered, at no additional cost to the owner. Pinellas County Soil Survey The Soil Survey of Pinellas County, Florida published by the USDA NRCS was reviewed for general near surface soil informatian. This information indicates there are six (6) primary sail mapping units along the pipeline alignment. The mapping units are illustrated on the USDA Vicinity Map in the Appendix. Infarmation from the USDA NRCS regarding near- surface soil information and the SHGWT are summarized in the following table. ' 1 ' , 1 1 ' , 1 1 1 ' r 1 , Final Geotechnical Engineering Services Report Greenleaf East/West Intercannect RCW Pinellas County, Florida Tierra Project No. 6511-10-317 Page 3 of 8 PINELLAS COUNTY USDA SOIL SURVEY USpA Map Soil Classification Seasonal High Water Depth Permeability Table So I Na e (�n) USCS AASHTO (�n/hr) PH Depth Months (feet) 0� SP-SM A-2�, A-3 6.0 - 20.0 4.5-6.0 �2� 6-17 SP-SM A-2�, A-3 6.Q - 20.0 5.1�.5 2.0-3.5 June-Nov Adamsville- .��0 SP, SP-SM A-2-4, A-3 6.� - 20.0 5.1-6.5 UrbanLand ----- -------- ------- -- ------ ------- -----_� --- --- -- 0.0 - 0.0 --- 0-6 SP, SP-SM A-3 6.0 - 20.0 3.5-6.0 (13) 6-35 SP, SP-SM A-3 6.0 - 20.0 3.5-6.0 Immakalee- 35-50 SM, SP-SM A-2-4, A-3 0.6 - 6.0 3.5�.0 0.5-1.5 June-Nov Urban Land 50-$0 SP, SP;SM _ A_3 � 6.0 _ � 20.0 3.5�_0- - - - - - - - - - - - - - - � ___ � r __- � -_ 0.0 - 0.0� r --- --- --- 0�2 SP, SP-SM A-3 2.0 - 6.0 6.1-8.4 2.0-3.� June-�ct 42-80 SP, SP-SM A-3 6.0 - 20.0 6.1-8.4 ----- -------- ------- -------- ------ -----__- -------- �� 0-8 SP, SP-SM A-3 6.� - 20.0 6.1-8.4 Matlacha- St. $-33 SP-SM A-2-4 2.0 - 20.0 6.1-8.4 Augustin�- 33-48 SP, SP-SM A-3 6.0 - 20.0 6.1-8.4 1.5-3.0 Jun�-Oct Urban land �8�3 SM, SP-SM A-2�4 2.0 - 20.0 6.1-8.4 63-80 SP, SP-SM A-3 6.0 - 20.0 6.1-8.4 ----- -------- ------- -------- ------ -......--- ----____ --- --- --- �.0 - Q.D --- 0-4 SP, SP-SM A-3 6.0 - 20.0 3.5-6.5 �� 4-22 SP, SP-SM A-3 6.0 - 20.0 3.5-6.5 Myakka- 22-36 SM, SP-SM A-2�, A-3 0.6 - G.p 3.5-6.5 A�5-1.5 June-Nov Urban Land 36-80 SP, SP-SM A-3 6.0 - 20.0 3.5-6.5 -- __ - --- '�--- --_�___ 0.0� - 0.0 �-- T � -- �� ----_--- 0-3 SP, SP-SM A-3 6.0 - 20.0 4.5-6.0 �26� 3-�44 SP, SP-SM A-3 6.0 - 20.0 4.5-6.0 Pomello- 44-59 SM, SP-SM A-2�, A-3 2.0 - fi.D 4.5f.0 Z•5-3.5 June-Nov Urban l.and 5g_gp SP, SP-SM A-3 B.q - 20.0 4.5�.0 ----- -------- ------- -------- ------ ---�_-_ -------- --- --- -- 0. p - p. 0 --- --- --- �Zg� 0-5 SP, SP-5M A-3 6.0 - 20.0 3.5-�.5 3.5-�6.0 June-Dec Tavares- 5-SO SP, SP-SM A-3 6.0 - 20.0 3.5-6.5 Urban Land ----- --- _---- ---�-- 0.0� W 0.0� � __-- --- __ -- --- --- T Th� Urban Land component consists of miscellaneous areas that are covered by concrete, , asphalt, buildings, or ather impervious surfaces and areas that have been shaped/modified that obscure ar alter the natural sails. , It should be noted that information contained in the USDA Soil Survey may not be reflective of current subsurFace canditions particularly if recent development in th� praject vicinity has modified existing soils ar surface/subsurface drainage. 1 � � � r ' 1 ' 1 1 1 ' 1 ' ' � , 1 1 1 , Final Geotechnical �ngineering Services Report ' Greenleaf EastlWest Interconnect RCW Pinellas County, Florida , Tierra Project No, 6511-70-317 Page 4 of 8 1 Subsurface Exploration The subsurface conditions were explored using thirty-eight (38) soil borings perfarmed to depths of approximately 10 to 14 feet below existing grades along the proposed pipeline alignment. The borings consisted of thirty-six (36) SPT test borings and finro (2) hand auger borings. The auger borings were substituted for SPT borings in areas where access was limit�d or utiliti�s wer� present that limited the use of inechanized equipment. Th� hand auger borings were perForm�d by manually twisting and advancing a bucket auger inta the ground, typically in 4 to 6 inch increments. As each soil type was revealed, representative samples were placed in air-#ight containers and returned ta our office for classification by a geotechnical engineer. In order to verify utility clearance, the initial 4 feet af the SPT borings were performed wi#h a hand auger. SPT resistances were then m�asured continuously to the boring termination depths. The SPT borings were performed using truck-mnunted drilling equipment. As each soil type was revealed, representative samples were placed in jars and returned to aur office for canfirmation of the field classificatian by a geatechnical engineer. The soil sampling was perFarmed in general accordance with the American Saciety for Testing and Materials (ASTM) test procedure D-1586. The barings were located in the field by a representative af Tierra with the aid of handheld Global Positioning System (GPS) equipment and base map informatian provided by URS. The approximate boring locations are presented on Sheets 4 through 16 in the Appendix. Subsurface Conditions The borings generally encountered sandy soils within 10 feet beneath the ground surtace. The soil strata encauntered in the borings are summarized in the following table: Stratum AASHTO Number Soil Description Symbol � Gray to Brown Fine SAND ta SAND with Silt A-3/A-2-4 2 Brawn Silty SAND A-2-4 3 Brown Clayey Sand to Silty CLAY A-6 4 Limerack Bas� (Fill) ___ The subsurFace soil stratification is of a generalized nature to highlight the major subsurface stratification features and material characteristics. The soil profiles are included on Sheets � 1 ' 1 1 1 1 , r ' 1 1 1 , ' �- Final Geotechnical Engineering Sarvic�s R�p�rt Greenleaf East/West Interconnect RCW Pinellas County, Florida Tierra Project No. fi511-10-317 Page 5 of 8 17 and 18 in the Appendix, and should be reviewed for specific information at individual boring Iocations. These profiles include soil descriptions, stratifications and penetration resistances. The stratifications shown on the boring profiles represent the conditions only at the actual baring lacatian. Variatians may accur and should be expected between boring locations. The stratifications represent the approximate baundary befinreen subsurface materials and the actual transition may be gradual. Groundwater Information The graundwater table, when encountered, was measured at depths ranging from approximately 3 to 10 feet below the existing ground surface at the boring lacations. GNE (Graundwater Not Encountered) was recorded at the boring locations where no groundwater was encaunt�red within the depths explored. It should be noted that groundwater levels tend to fluctuate during periads of prolonged drought and extended rainfall and may be aff�cted by man-made influences. In addition, a seasonal effectwill also occur in which higher groundwater levels are normally recorded in rainy seasons. W� recommend that the Cantractar determine the actual graundwater levels at the time of canstruction to evaluate potential impacts to the proposed pipeline installations. Seasonal High Groundwater Estimates Tierra �stimated the seasonal high groundwater table (SHGWT) at selected soil boring locations. The results of the SHGWT �stimates are present�d alongside the respective soil profiles on She�ts 17 and 18 in the Appendix. In general, the seasanal high groundwater table levels estimated along the praject alignment were based on soil stratigraphy, measured groundwater levels from the barings, the Pinellas Caunty, Florida USDA Soil Survey informatian and past experience with similar soil canditians. In areas where subsurface soil conditions were disturbed, normal seasonal high groundwater indicatars such as "stain lines" w�r� not evident. General LABORAT�RY TESTING ' Representative soil samples collected from the soil borings were classified and stratified in general accordance with the AASHTO soil classification syst�m. Our classificatian was based on visual abservations, using the results fram laboratory testing as confirmation. ' Corrosion testing was assigned on selected soil samples to provide a basis for soil environmental classificatian. These tests measure parameters such as pH, resistivity, sulfate content and chloride content. 1 ' , � , , ' , ' 1 - Final Geotechnical �ngineering Services Report V Greenleaf East/West Interconnect RCW Pinellas County, Florlda Tierra Project No. fi511-10-317 Page 6 of 8 Test Designations The following list summarizes the laboratory tests performed and their respective test methods. • Grain-Size Analyses. The grain-size analyses were conducted in general accordance with the AASHTQ test designation T-08$ (ASTM test designation D-422). • Natural Maisture Content - The test is performed in general accordance with AASHTO test d�signation T-2�5 (ASTM test designatian D-2216). • Atterberq Limits - The liquid limit and the plastic limit tests ("Atterberg Limits") were ' canducted in general accordance with the AASHTO test designations T-089 and T-09Q, r�spectively (ASTM test designation D�4318). ' ' � 1 1 ' , 1 ' I� 1 � • Organic Content - The organic content tests were performed in general accordance with the AASHTO test designatian T-267 (ASTM test designation D-2974�. • Environmental Corrosion - Environmental corrosion tests were conducted in accordance with the FDOT test designations FM 5-550, FM 5-551, FM 5-552 and FM 5-553. The laboratory test results are presented next to the respective soil profile from which the sail sample was obtained on Sheets 17 and 18 in the Appendix. EnvironmentallCorrosion Classification Based an the laboratory test results and the latest FDOT Structures Design Guidelines, the environmental classifications are slightly aggressive for concrete and moderately aggressive far steel. The results obtained are presented in the table below and on Sheets 17 and 18 in the Appendix. B�ring Depth PH Resistivity Chlorides Sulfates Number (ft) Stratum (FM 5a5Q) (ohm-cm) (ppm) (FM (ppm) (FM 5- (FM 5�51) 5-552) 553) B-2 2.D - 3.0 1 7.7 43,000 15 �4.8 B-22 4.0 - 8.0 1 7.0 35,000 30 �4.8 B-26 2.0 - 4.0 1 8,2 17,000 15 �4.8 B-30 6.0 -$.0 1 6.7 11,000 15 �4.8 It should be noted that the results af the environmental tests are specific only to the locatians from which the soil samples were obtained. These results can be used as a general indication of the potential environmental sail characteristics that can be encount�red within the praject vicinity. The characterization provided above is based on FDOT guidelines. The project corrosion engineer shauld use the results of this laboratory testing as an aid in evaluating corrosion potential for the project. � , ' ' ' , 1 1 1 ' 1 ' 1 1 , , ' , , 1 ,- Final Geotechnical Engineering Services Report Greenleaf East/West Interconnect RCW Pinellas County, Florida tierra Project No. 6511-1p-317 Page 7 of 8 EVALUATION AND RECOMMENDATIONS General Tierra recommends utilizing the current FD�T Standard Specifications for Road and Bridge Construction (SSRBC) and applicable City of Clearwater specifications as guidelines for installation of the praposed pipeline. The follawing report sections present our geotechnical recommendatians with respect to the proposed pipeline installations. Drainage and Groundwater Concerns Th� graundwater levels presented in this report are the levels that were measured at the time of our field activities. Fluctuation should be anticipated. We recommend that the Contractor determine the actual groundwater levels at the time of construction ta determine graundwater impact on the construction procedure. Directional Drilled Pipeline Installations Applicable City of Clearwater specifications and the FDOT SSRBC should be utilized as guidelines for the installation of the pipeline. Depending on the installation depth of the propased pipeline, the contractor should be prepared to address sandy and clayey sails with variable degrees in density/consistency during pipeline installation. If very dense cemented sands or hard clays are encountered, difFcult drilling/Excavation requiring specialized drill bits and/or excavation equipment may be necessary. Tierra recammends that the plans incorporate a note to warn the Contractar af the potential for difficult drilling conditions, similar to as follows: Ifi very dense cemented sands ar hard clays are encountered during pipeline installation, difficult drilling/excavation requiring specialixed drill bits and/or excavation equipment may be necessary. The contractor should be prepared ta address sandy soils and clays with variable degrees in density/c�nsistency during pipeline installation at no additional cost to the owner. ___ ____ _ Excavations In Federal Register, Volume 54, No. 209 (�ctober 1989), the United States Department of Labor, Occupational Safety and Health Administration (OSHA) amended its "Construction Standards for Excavations, 29 CFR, Part 1926, Subpart P". This document was issued to bett�r ensure the safety of workmen entering trenches ar excavations. It is mandated by this federal regulation that excavations, whether they be utility tr�nches, basement excavations or faating excavations, be constructed in accordance with the current OSHA guidelin�s. It is aur understanding that these regulations are being strictly enforced and if they are not closely fallawed, the owner and the contractor could be liable for substantial � 1 Final G�otachnical �ngineering Services Report ' Greenleaf �astlWest Interconn�ct RCW ' Pinellas County, Florfda 7ierra Project No. 6611-10-317 Page 8 of 8 ' penalties. The contractor is solely responsible far designing and constructing stable, temporary excavations and should shore, slope, or bench the sides of the excavations as required to ' maintain stability of bath the excavation sides and bottom. The contractor's "respansible persons", as defined in 29 CFR Part 1926, should evaluate the soil exposed in the excavations as part of the contractor's safety pracedures. In no case shauld slope height, ' slope inclinatian, or excavation depth, including utility trench excavation depth, exceed those specified in all local, state, and federal safety regulations. ' We are providing this infarmatian solely as a service to our client. Tierra does not assume responsibility for construction site safety or the Contractor's or other party's compliance with local, state, and federal safety ar other regulations. ' REPORT LIMITATIONS ' The recommendations contained in this report are professional opinions based on the site canditians and praject layaut described herein and further assume #hat the canditions abserved in the exploratory borings are repres�ntative of the subsurface conditions , throughout the site, i.e., the subsurface canditions elsewhere on the site are the same as thase disclosed by the borings. If, during construction, subsurface canditions different from those encountered in the exploratary borings are observed or appear to be present, we ' should be advised at once so that we can review these conditions and reconsider our recommendations where necessary. , This report was prepared for the exclusive use af URS and the City of Clearwater far evaluating the design of the project as it relates to the geotechnical aspects discussed herein. It shauld be made available to prospective cantractors for information an factual , data only and not as a warranty of subsurFace conditions included in this report. Unanticipated soil conditions may require that additional expense be made to attain a praperly constructed project. Therefore, some contingency fund is recommended ta , accammodate such potential extra costs. � 1 1 , ' � ■ � , T. . , APPENDIX ' USDA and USGS Vicinity Maps (Sheets 1 and 2) Key Map and Boring Location Plans (Sheets 3 through 16) Soil Profiles (Sheets 17 and 18) ' C� 1 [� r� � � i � �� -; � ■ 1 ! ' , 1 ' 1 1 ' 1 1 1 , 1 1 ' ' 1 ' 1 MOT Certification Form Aitach this form to Maintenance of Traffic plans submitted ta the City af Clearwater Project name: Skycrest Reclaimed Water Contract 2 Transmission and Distribution Printed Signature Date Name of certified person signing ofF the MOT plans IMSA certification level IMSA certification number IMSA certification ex iratian date FDOT certification level FDOT certification number �DOT certification required for FDOT roads eX iration date Comments: For office use only MOT certificatipn form.Rev4.Skycrest RCW.doc , � i, , ��. , � .,� �t � �.� �� ,.�. ,�� ..,a�'"'�� s'� � � �" "� `� �' * '- � , � � � d .y� 'fr z.. � � ,� �x* . 4r a,. � L �� } � � � � }�^ n s ' �c � �� .x aY..i" .4 _ ..� � i, .,�� E .,�,,,,, . � �~ � � i �,.�. y # s � . � � _,� "�'-� �= ''� , .. r�� , �$ ,> b �:wr a ��i. "� e '�, ' �" „� , � � , � 3 ,atc§ .t i `9 , W K,' �. � "�, � a �m�� - w � '� � � �r � �. g °r ,� 1�{ �M-.. �af .. ,+N ' er � �M �' ;�F tt � , � r.. ' �� r � �� ' � � � f } ,g ' �� 4� � i�g I `�It , � �,�I I !�°� � -s "�ly � � `� �, , ' a �n s , . � ii►-� 9h ' �;� � M ;� � , � � . i k` .s .. r d"' ��. .�� ys � . � ,.. ,� �" � � - f� .. irt Y '- ' g� ,. � . ��'�'. . s _ . .. i .t�� ,� �. � F � ' � � � � •. - �� w '..;� -�3 �a "� 9 . y ' �� . . t x.�1 �.� y � i 4, '�} � * � � aR ' - �=�� .e�3 � w � � � k i . L1i�� . . " .,�b i�� '� .,� ` dr �! q�,: I��, .�:.. ,iia�° p� F q'h {/ b ��n� ' � j r.. � _ � � a � Y � ' REFERENCE: USDA SOI� SURVEY OF PINELLAS COUNTY, FLORIDA ITOWNSHIP: 29 RANGE: 15 'SECTION: 1, 2 & 3 -, '� DRAWN BY: APPROVED 8Y: ENGINEER OF RECORD: SW LPM LARRY P. MOORE, P.E. FLORIDA LICENSE NO.: CHECKED BY: �ATE' 476` 73 ' EMF SEPT 2011 ]:\6511\2010 Files\6511-10-317_ Greenleaf�Cadd\6511-10�317.dw9, USDA SOIL MAP (1), 9/15/2011 3:57:19 PM � USDA VICINITY MAP 0 1000' PLAN SCALE -- _ TIERRA 7351 Temple Tercaee Highway Tampa, Florida 33637 Phone:8�3-989-�354 Fax:813989-�355 FL Cert. No.: 6486 NOTED LEGEND � PIPELINE ALIGNMENT GEOTECHNICAL ENGINEERING SERVICES 6511-10-317 GREENLEAF EAST-WEST INTERCONNECT PINELLAS COUNTY, FLORIDA � ,, �'. �� SHEET 1 �''i Tj�-- - _ �7�'� I ' � ;-� yf - ' j� a � '�w ' " - • `_ e• s . . . +r�' yf'�' �'�T�F.t •. % � -�-- -r• ��` �^ ---� �1 P_.... . - ...,r� -- -*�4..:,a.�i+ - � w.t� - �r� .j,� , . . 1 , �4.� " " .v� ��.t'w:, P• ' ' . t •� .�+r. t � ' � •�. . � � ,�` . •p � . �� . , , s . . . . - � a, . _ 4 . ' , ' ' � - � t� � �� i .- „ , . . � � . a �- ; *�� - � .» - � ;_.�: 1n� �gn ' �' `� - _ _ �,� , x �,, . , . � .. . 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FLORIDA LICENSE NO.: CHECKED BY: DATE: w ��T� Y 'EMF SEPT 2011 - ]:\6511\2010 Fles\6511d0-317_ Greenleaf�Cadd\6511d03D. g, USGS SOIL MAP (2), 9/15/2011 3:57:50 PM TIERRA 7351 Temple Tertace Highway Tampa,Fbrida 33637 Phone:813-969-�354 Fex:813989-1355 FL Cert No.: 6486 NOTED GEOTECHNICAL ENGINEERING SERVICES 6511-10-317 GREENLEAF EAST—WEST INTERCONNECT PINELLAS COUNTY, FLORIDA SHEET 2 J I I , � '.. , ' ' , , ' , ' , ' , , , r ' • ' NOTE: BASE MAP PROVIDED BY URS CORP. DRAWN BY: APPROVED BY: ENGINEER OF RECORD: SW LPM LARRY P. MOORE, P.E. FLORIDA LICENSE NO.: CHECKED BY: DATE: A ��q EMF SEPT 2011 �� J ]:\6511\ZO10 Fi�es\6511-10-317_ Greenleaf�Catltl\65114U317.dwg, KEY MAP (3), 9/15/2011 3:59:09 PM KEY MAP 0 1000' �� PLAN SCALE TIE� 7351 Temple Tertace Mighway Tampa, Florida 33637 Plane:8�3-989-1354 Faz:B�&989-�355 FL CerL No.: 6486 SCALE: NOTED �PIPELINE ALIGNMENT v- � SHEET NUMBER SHOWN GEOTECHNICAL ENGINEERING SERVICES PROJECT NUMBER: 6511-10-317 GREENLEAF EAST-WEST INTERCONNECT PINELLAS COUNTY, FLORIDA SHEET 3 NOTE: BASE MAP PROVIDED BY URS CORP. DRAWN BY: APPROVED BY: ENGINEER OF RECORD: SW LPM LARRY P. MOORE, P.E. FLORIDA LICENSE NO.: CHECKED BV: DATE: A 7C 7q Y / V J EMF SEPT 2011 J:\6511\2010 Piles\6511-103ll_ Greenleaf�CaAG\6511d6317.tlwg, BLP (4), 9/15/2011 3:59:57 PM BORING LOCATION PLAN 0 100' PLAN SCALE TIERRA 7351 Temple Terrace Highway Tampa, Florida 33637 Ptrone:813-989-'1354 Faz:813-989-'1355 FL CerL No.: 6688 NOTED LEGEND � APPROXIMATE LOCATION OF SOIL BORING GEOTECHNICAL ENGINEERING SERVICES 6511-10-317 GREENLEAF EAST-WEST INTERCONNECT PINELLAS COUNTY, FLORIDA SHEET 4 NOTE: BASE MAP PROVIDED BY URS CORP. DRAWN BY: APPROVED BY: ENGINEER OF RECORD: SW LPM LARRY P. MOORE, P.E. FLORIDA LICENSE NO.: CHECKEDBY: DATE: AT�� } EMF SEPT 2011 J:\6511�2010 Files\6511-SO-317_ Greenleaf�Cadd\6511-103ll.dwg, BLP (5), 9/SS/2D11 4:00:39 PM BORING LOCATION PLAN 0 100' �� PLAN SCALE TIERRA 735� Temple Tertace Highway Tampa, Florida 33637 Plwne:8'13989-1354 Fa�c:8�3989-'1355 FL Cert No.: 6486 NOTED LEGEND � APPROXIMATE LOCATION OF SOIL BORING GEOTECHNICAL ENGINEERING SERVICES 6511-10-317 GREENLEAF EAST-WEST INTERCONNECT PINELLAS COUNTY, FLORIDA SHEET 5 NOTE: BASE MAP PROVIDED BY URS CORP. DRAWN BY: APPROVED BY: ENGINEER OF RECORD: SW LPM LARRY P. MOORE, P.E. FLORIDA LICENSE NO.: CHECKEDBY: DATE: A'7G70 `t/V/J EMF SEPT 2011 ]:\6511\2010 Flles\6511-10-317_ Greenleaf�Cadtl\6511-10-317.Owg, BLP (6), 9/15/2011 4:D1:13 PM BORING LOCATION PLAN 0___ 100' PLAN SCALE TIERRA �351 Temple Temce Highway Tampa, Florida 33637 Phone:8'13-969-1354 Fax:813•989-�355 FL Cert No.: 6486 NOTED LEGEND � APPROXIMATE LOCATION OF SOIL BORING GEOTECHNICAL ENGINEERING SERVICES 6511-10-317 GREENLEAF EAST-WEST INTERCONNECT PINELLAS COUNTY, FLORIDA SHEET 6 i � ' � � �' �� ' � ' � ' ' � ' � ' C' ]:\6511�2010 Fles\6511-10-317_ Greenleaf�Catld\6511-1631�.tlwg, BLP (7), 9/15/2D11 4:01:47 PM , � � ' � � � ' , � ' � ' ' � � �� i � NOTE: BASE MAP PROVIDED BY URS CORP. DRAWNBV: APPROVEDBV: ENGINEEROFRECORD� SW LPM LARRY P. MOORE, P.E. FLORIDA LICENSE NO.: CHECKEDBY: DATE: A7L"f4 Y V / J EMF SEPT 2011 ]:\6511�2030 Fles\6511-10-317_ Greenleat�Cadd\6511-10-317.awg, BLP (8), 9/15/20114:02:D PM BORING LOCATION PLAN 0 100' PLAN SCALE TIERRA 7351 Temple Tertace Mighway Tampa, FbriHa 33637 Phone:873-989-1354 Fax:813989-�355 FL CerL No.: 6466 NOTED LEGEND � APPROXIMATE LOCATION OF SOIL BORING GEOTECHNICAL ENGINEERING SERVICES 6511-10-317 GREENLEAF EAST-WEST INTERCONNECT PINELLAS COUNTY, FLORIDA SHEET 8 ' ' � � � . ; ____ _.. _____' ' m � � , i i , 3 � � � � � " '- -- _._. _._. -_ __, � - _ .___ _ _ _� _ ' F �� ,_ -� :�__ ' - �� - ' b � -- °--- P _ ti - _._.... � _ .._ ; v - - j.�....� . � � ... - "° � ��_ � � � y . � < , � � ' �,__. _..R�.... ..�,. _q-: »: � __ � ' . �,• � „,. , .._. „� � . � � l --�-__ ...�...._.._ .,�e,,. . � �_�� .� _—.m.r�� ..�. .._.,.:_. __� �.� .,.A�!._.... . . .., , e.�.�. � � � �-�. 'c� � _ �� .._.._. __ � � ._.._. .. � so �__ �`� � ! t y ... .._.. ____ .,�` � � � --- . � . ..._ ' � I 1 I � . _..___ _ _ _ NOTE: BASE MAP PROVIDED BY URS CORP. ' ' ' DRAWN BY: APPROVED BY: ENGINEER OF RECOR�: '- SW LPM LARRY P. MOORE, P.E. FLORIDA LICENSE NO.: CHECKED BY: DATE: ^ �C �� EMF SEPT 2011 �� V ' ]:\6511�2010 Files\6511d0-317_ Greenleaf�Caed\6511da3ll.dwg, BLP (9), 9/15/2D11 4:03:12 PM BORING LOCATION PLAN 0 100' PLAN SCALE TIERRA 735'I Temple 7enace Highway Tampa, Floritla 33637 Phone:813-989•1354 Faz:B'13989-�355 FL Cert No.: 6486 NOTED LEGEND � APPROXIMATE LOCATION OF SOIL BORING GEOTECHNICAL ENGINEERING SERVICES 6511-10-317 GREENLEAF EAST-WEST INTERCONNECT PINELLAS COUNTY, FLORIDA SHEET 9 ' � 1 ' ' t � ' ' ' , ' ' , 1 ' ' ' 1 NOTE: BASE MAP PROVIDED BY URS CORP. DRAWN BY: APPROVED BY: ENGINEER OF RECORD: SW LPM LARRY P. MOORE, P.E. FLORIDA LICENSE NO.: CHECKED BY: DATE: w �� EMF SEPT 2011 �� ]:\6511�2010 Fiies\6511-10-317_ Greenleaf�Catltl\6511-1U317.tlwg, BLP (10), 9/15/2D114:03:48 PM BORING LOCATION PLAN 0 100' PLAN SCALE TIERRA 7357 Temple Terrace Highway Tampa, Florida 33637 PMne:873-969-'1354 Faz:813-989-�355 Fl Cert No.: 6486 NOTED LEGEND � APPROXIMATE LOCATION OF SOIL BORING GEOTECHNICAL ENGINEERING SERVICES 6511-10-317 GREENLEAF EAST-WEST INTERCONNECT PINELLAS COUNTY, FLORIDA SHEET 10 NOTE: BASE MAP PROVIDED BY URS CORP. DRAWN BY: APPROVED BV: ENGINEER OF RECORD: SW LPM LARRY P. MOORE, P.E. FLORIDA LICENSE NO.: CHECKEDBV: DATE: A 1C7q Y/V/J EMF SEPT 2011 ]:\6511\2010 Piles\6511-10-317_ Greenleaf�Cadd\65114P317.tlwg, BLP (11), 9/15/2011 4:0423 PM BORING LOCATION PLAN 0 100' PLAN SCALE TIERRA 735� Temple Tertace Nighway Tamps, Florida 33637 Phone:81&989-7354 Faz:8�3-989-'1355 FL Cert. No.: 8486 NOTED LEGEND � APPROXIMATE LOCATION OF SOIL BORING GEOTECHNICAL ENGINEERING SERVICES 6511-10-317 GREENLEAF EAST-WEST INTERCONNECT PINELLAS COUNTY, FLORIDA SHEET 11 NOTE: BASE MAP PROVIDED BY URS CORP. DRAWN BY: APPROVED BY: ENGINEER OF RECORD: SW LPM LARRY P. MOORE, P.E. FLORIDA LICENSE NO.: CHECKED BY: DATE: w �� ry �Y J EMF SEPT 2011 J:\6511\2030 Files\6511-10-3ll_ Greenleaf�Catltl\6511-1P317.dwg, BLP (12), 9/15/2D11 4:0539 PM BORING LOCATION PLAN 0 100' PLAN SCALE TIERRA 7351 Temple Temce Highway Tampa, Florida 33637 Phorre:873-989-'1354 Faz:B'13989-1355 FL Cert No.: 6486 NOTED LEGEND -� APPROXIMATE LOCATION OF SOIL BORING GEOTECHNICAL ENGINEERING SERVICES 6511-10-317 GREENLEAF EAST-WEST INTERCONNECT PINELLAS COUNTY, FLORIDA SHEET 12 rvu i t: tsASt MAr YKUVIUtU BY VRS GORP. DRAWNBY: APVROVEDBY: ENGINEEROFRECORD: SW LPM LARRY P. MOORE, P.E. FLORIDA LICENSE NO.: CHECKEDBV: DATE: a��q J EMF SEPT 2011 ]:\6511\2010 Piles\6511-103ll_ Greenleaf�CaAtl\65ll-10-317.tlwg, BLP (13), 9/152D11 4:0634 PM BORING LOCATION PLAN 0 100' PLAN SCALE TIERRA 735� Temple Tertaee Highway Tampa, Floritla 33637 Phone:813-989-'1354 Faz:B'I&98g-'1355 FL Cert No.: 6486 LEGEND � APPROXIMATE LOCATION OF SOIL BORING GEOTECHNICAL ENGINEERING SERVICES NOTED I 6511-10-317 1 GREENLEAF EAST-WEST INTERCONNECT PINELLAS COUNTY, FLORIDA SHEET 13 NOTE: BASE MAP PROVIDED BY URS CORP. ORAWN BY: APPROVED BY: ENGINEER OF RECORD: SW LPM LARRY P. MOORE, P.E. FLORIDA LICENSE NO.: CHECKEDBY: DATE: A�C�� Y V EMF SEPT 2011 J;\6511\ZO10 Files\6511-10317_ Greenleaf�CZdd\6511403ll.Awg, BLP (14), 9/15/2011 9:0723 PM BORING LOCATION PLAN 0 100' PLAN SCALE TIERRA 7351 Temple Tertace Highway Tampa, Florida 33637 Phone:8'I&989-�354 Faz:B'13-989-'1355 FL Cert No.: 6a86 NOTED LEGEND � APPROXIMATE LOCATION OF SOIL BORING GEOTECHNICAL ENGINEERING SERVICES 6511-10-317 GREENLEAF EAST-WEST INTERCONNECT PINELLAS COUNTY, FLORIDA SHEET 14 i , '� � , i y � - . ; - x � _ � . � �� ' I _ _ _ _ _ ' ��: ' _ � �_ . . � -� _ _ �. � _ � . —t . � ��< i � _ -_ -� � � - - � . _ � _ ._� . � �� ' _ _ _ _ . � : . . . k � � .x . ; _ - � �- . ��. `6 ssa...r__.... --� _ , , � - - 1 - — - -�--a— 1 _ a � __ � =�_ _�� _ . � -� - - - i i .r �� -- __ ��:� . � �.. ,,.� .�.�-- � ' ��. .�. " _— �� m�. ; _. � � ` --� .�. _._rv- M a 1 �� s ,.. '' �..� , a - /i+ r" . � , . 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FLORIDA LICENSE NO.: CHECKEDBY: DATE: A��q EMF SEPT 2011 �� ]:\6511\2010 Flles\6511-10317_ Greenieaf�CadC\6511-1P3ll.tlwg, BLP (16), 9/15RD11 4:09:27 PM BORING LOCATION PLAN 0 100' PLAN SCALE TIERRA 735� Temple Tertace Highway Tampa, Florida 33637 Phone:813989-1354 Faz:873•969-�355 Fl CerG No.: 6486 NOTED LEGEND � APPROXIMATE LOCATION OF SOIL BORING GEOTECHNICAL ENGINEERING SERVICES 6511-10-317 GREENLEAF EAST-WEST INTERCONNECT SHEET 16 PINELIAS COUNTY, FLORIDA i ' �� , ' ' , ' ' � ' ' � � � � � � � � , 0 � w 5 w LL Z � w '10 O 'I 5 0 w w 5 LL Z S � w '10 O 'I 5 0 � w 5 W LL 2 x � w '10 O 15 B-1 N HA ' .'. SHA O 2 . " 4 I. O 7 SOIL PROFILES B-2 B-3 B-4 B-5 N.... N.... N .... -200=9 N... NMC=22 'IA -200=3 iHA HA ' . =HA ' . OC=S HA YHA O 4HA O SHA O HA 3 ' :. 9 '. . . 2 .'. . 8 ' . . 1O -200 ='14 4 ' ' 10 ' ... 4 ... . 4 7 .. . NMC =22 O . LL=NP I I 2 " PI=NP 7 12 6 6 B-8 B-9 N GNE N HA HA H4 '... O H� ... O 4 4 ... 3 .. 8 .... 6 B-15 B-16 N N . 1 HA ' . , HA yH4 .".' O SH5 ".' 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V / J EMF SEPT 2011 J:\6511�O1D Files\6511-10317_ GreeNeaf�CadOffiSlldo-3ll.tlwg, SOIL CROFILES (17), 9/15R011 9:10:11 PM TIERRA 7351 Temple Tertace Nighway Tampe, Fbritla 33637 Ptwne:8�3989-7354 Fax:8�3-9837355 FL Cert No.: 6486 SCALE: NOTED 0 H 5 W W LL 2 _ � '10 w O �5 0 � 5 w w LL 2 x � '10 w G 'I 5 0 � 5 w W LL 2 _ F �0 w � 'I 5 LEGEND OGRAY TO BROWN FINE SAND TO � SAND WITH SILT [A-3/A-2-4] O� BROWN SILTY SAND [A-2-4] Z I OBROWN CLAYEY SAND TO SILTY CLAY 3 % �A-s� O� LIMEROCK BASE [FILL] 4 A - WITH DECAYED WOOD $Z GROUNDWATER LEVEL ENCOUNTERED DURING INVESTIGATION i ESTIMATED SEASONAL HIGH GROUNDWATER TABLE N SPT N-VALUE IN BLOWS/FOOT FOR '12 INCHES OF PENETRATION (UNLESS OTHERWISE NOTED) A-3 AASHTO SOIL CLASSIFICATION GROUP SYMBOL AS DETERMINED BY VISUAL REVIEW GNE GROUNDWATER TABLE NOT ENCOUNTERED HA HAND AUGERED TO VERIFY UTILITY CLEARANCES -200 PERCENT PASSING tt200 SIEVE NMC NATURAL MOISTURE CONTENT ( % ) OC ORGANIC CONTENT (%) LL LIQUID LIMIT (%) PI PLASTICITY INDEX ( % ) ENVIRONMENTAL CLASSIFICATION: SUBSTRUCTURE CONCRETE: SLIGHT�Y AGGRESSIVE SUBSTRUCTURE STEEL: MODERATELY AGGRESSIVE (pH=6.7) SOIL TESTRESULTS: (STRATUM'I) RESISTIVITY 1'I,OOOT043,OOOOHM-CM CHLORIDES 'I S TO 30 PPM SULFATES <4.8 PPM pH 6.7 TO 8.2 GEOTECHNICAL ENGINEERING SERVICES PROJECT NUMBER: 6511-10-317 GREENLEAF EAST-WEST INTERCONNECT SHEET 17 PINELLAS COUNTY, FLORIDA i� �� ' ' �J �� ' ' ' ' � ' � ' � ' ? 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SAND WITH SILT [A-3/A-2-4] O� BROWN SILTY SAND [A-2-4] 2 I OBROWN CLAYEY SAND TO SIITY CLAY 3 1/ IA-6� O� LIMEROCK BASE [FILL] 4 Q 1 N A-3 GNE HA -200 NMC OC LL PI A - WITH DECAYED WOOD GROUNDWATER LEVEL ENCOUNTERED DURING INVESTIGATION ESTIMATED SEASONAL HIGH GROUNDWATER TABLE SPT N-VALUE IN BLOWS/FOOT FOR '12 INCHES OF PENETRATION (UNLESS OTHERWISE NOTED) AASHTO SOIL CLASSIFICATION GROUP SYMBOL AS DETERMINED BY VISUAL REVIEW GROUNDWATERTABLE NOTENCOUNTERED HAND AUGERED TO VERIFY UTILITY CLEARANCES PERCENT PASSING #200 SIEVE NATURAL MOISTURE CONTENT (%) ORGANIC CONTENT (°/) LIQUID LIMIT (%) PLASTICITY INDEX (%) ENVIRONMENTAL CLASSIFICATION: SUBSTRUCTURE CONCRETE: SLIGHTLY AGGRESSIVE SUBSTRUCTURE STEEL: MODERATELY AGGRESSIVE (pH=6.7) SOIL TEST RESULTS: (STRATUM 1) RESISTIVITY 11,000T043,OOOOHM-CM CHLORIDES 'IS TO 30 PPM SULFATES <4.8 PPM pH 6.7 TO 8.2 GEOTECHNICAL ENGINEERING SERVICES PROJECT NUMBER: 6511-10-317 GREENLEAF EAST-WEST INTERCONNECT PINELLAS COUNTY, FLORIDA SHEET18 ' � � � � � 1 1 ' ' � 1 1 ' 1 ' 1 1 1 CITY OF CLEARWATER, FLORIDA GREENLEA EAST-WEST INTERCONNECT RECLAIMED WATER PRO]ECT (PR�]ECT No. 1�-Q038-UT) SECTION I SECTION II TABLE �F CQNTENTS ADVERTISEMENT OF BIDS & NOTICE TO CONTRACTORS INSTRUCTIONS TO BIDDERS SECTI�N IIY GENERAL CONDITIONS SECTION IIIa SUPPLEMENTARY GENERAL CONDTTIONS SECTION IV TECHNTCAL SPECYFICATI4NS SECTION TVa APPENDIX ��y��I�]�l�l Cover SUPPLEMENTARY TECHNICAL SPECIFICATIONS PROJECT PERMITS AND GEOTECHNICAL REPORT C�NTRACT DOCUMENTS u 03/04/11 1 � 1 1 1 ' 1 , ' � L. 1 , ' ' 1 J ' SECTION I ADVERTISEMENT OF BIDS & NOTICE TO CONTRACTORS GREENLEA EAST-WEST INTERCONNECT RECLAXMED WATER PROJECT CONTRACT # 10-OU38-UT CLEARWATER, FLORIDA Copies of the Contract Documents and Plans for this Project are available for inspectian and/or purchase by prospecrive bidders at the City of Clearwater's Plan Raorn - website address: www.m Clearwater.com/ci ro'ects, on TUESDAY SEPTEMSER 6 2011, until no later than close of business three (3) days preceding the bid opening. Price of Contract Documents and Plans, as indicated on the website, reflects reproduction cost only. The work for which proposals are invited consists of construction of a reclaimed water system with approximately 21,000 lxnear feet of �-inch thxough 12-inch PVC piping (Certa-Lok or Diamond Lok-21) including valves and fittings. Ductile iron piping will be used only on the lacations shown on the Contxact Drawings or as instructed by the Owner's Authorized Project Representative. The method of installation is horizontal directional drilling. Open cut may be used only when it is impractical to use horizantal directional boring or as shown on the Contract Dr�wings. A MANDATORY Pre-Bid Conference for all prospective bidders vvill be held on Wednesdav, Seutember 14th, 2011 at 10:00 AM in Room 130 at the Municipal Services Bldg., 100 So. Myrtle Ave., 1g` Floor, Clearwater, Florida 337Sb-S520. Representatives of the Owner and Consulting Engineer will be present to discuss this Project. Sealed propasals will be received by the Furch�sing Mana�er, at the Purchasing Office, located at the Municipal Services Bldg., 100 So. Myrtle Ave., 3� Floor, Clearwater, Florida 33756- 5520, until 1:30 P.M. an THURSDAY, SEPTEMBER 29, 2011, and publicly apened and read at that hour and place for GREENLEA EAST-WEST INTERCONNECT RECLAIMED WATER PROJECT 10-0038-UT . A complete bidders package containing plans, specifications, bond forms, contract form, affidavits and proposal farm is available to the general public (Contractors, Sub-contractors, suppliers, vendors, etc.) for review and purchase. However, sealed proposals will anly be accepted from those Contractors that are currently City pre-qualifed Contractors in the construction category of Water and Force Mains with a minimum pre-qualificatian amount of $2,000,000. Contractors wanting ta pre-qualify to bid this project must do so two (2) weeks/ten (10) workdays prior to the bid opening date. A 10% bid bond is required for all City of Clearwater projects. The right is reserved by the City Manager of the City of Clearwater, Florida to reject any or all bids. The City of Clearwater, �'lorida George McKibben, Purchasing Manager (727) 562-4634 , SectionI Page 1 of 1 8/27/2008 1 LJ � sECT�oN �� INSTRUCTIONS TO BIDDERS �_� 1 1 , , �i „ ' ' r-� � , � �� , 1 � ' 1 Table of Contents: SECTIONII ................................................................................................................................... i 1 COPIES OF BIDDING DOCUMENTS ..........................................................................1 2 QUALIFICATION OF BIDDERS ..................................................................................1 3 EXAMINATION OF CONTRACT DOCUMENTS AND SITE .................................1 4 INTERPRETATIONS AND ADDENDA ....................................................................... 2 5 BYD SECURITY OR BID BOND .................................................................................... 3 6 CONTRACT TIME .......................................................................................................... 3 7 LYQUTDATED DAMAGES ............................................................................................. 3 8 SUBSTITUTE MATERIAL AND EQUIPMENT ......................................................... 3 9 SUBCONTRACTORS ......................................................................................................3 � � BID/PROPOSAL FORM ................................................................................................. 4 11 SUSMISSION OF SIDS .................................................................................................. 4 12 MODIFICATIQN AND WITHDRAWAL OF BIDS .................................................... 5 l.3 REJECTION OF BIDS .................................................................................................... S 14 DISQUALYFICATION OF BTDDER .............................................................................. S 15 OPENING OF BIDS ...... ................................................................................................ 5 16 LICENSES, PERMITS, ROYALTY FEES AND TAXES ........................................... 5 17 YDENTICAL TIE BIDS/VENDOR DRUG FREE WORKPLACE ............................. 6 ].S AWARD OF CONTR.ACT ............................................................................................... 7 19 SID PROTEST .................................................................................................................. 7 20 TRENCH SAFETY ACT ................................................................................................. 9 21 CONSTRUCTION SITE EROSION AND SEDIMENT CONTRUL MANAGEMENT MEASURES ....................................................................................... 9 SectionII i 3/14/201 ] 1 C� Section II — Instructions to Bidders � 1 COPIES OF BIDDING DOCUMENTS 1 � 1 1.1 Camplete sets of the Bidding Documents are available at the City af Clearwater's Plan Room -- website address: www.mvclearwater.com/citypro�ects. Price of Contract Documents and Plans, as indicated on the City's Website, reflects repraduction costs only, which is non-refundable. A camplete bidder's package conta�ining plans, specifications, bond farms, contract form, affidavits and bid/proposal form is available only to pre-qualified bidders. Cantractors, suppliers, or others who are not pre-qualified but who may be a passible subcontractor, supplier, or other interested person may purchase a"Subcontractor" package consisting of plans, specifications, and list of pay items. 1.2 Complete sets of Bidding Documents rnust be used in preparing bids. Neither th� City nor , the Engineer shall be liable for errors ar misinterpretations resulting from the use of incamplete sets of Bidding Documents, by Bidders, sub-bidders or others. 1.3 The City, in rnaking copies of Bidding Documents available an the above terms, does so , only for the purpose oi obtaining Bids a:n the Work and does not confer a license or grant any other pernussion to use the documents for any other puipose. ' 2 QUALIFICATION 4F BIDDERS 1 , � , 1 LJ , , ' ' 2.1 Each prospective Bidder must pr�-qualify to demonstrate, to the complete satisfaction of the City af Clearwater, that the Bidder has the necessary facilities, equipm,ent, ability, financial resaurces and experience to perform the work in a satisfactory manner before abtaining drawings, specifications and contract documents. An application package for pre- qualification zxiay be obtained by contacting the City of Clearwater, Engineering Department, Engineering Services Division at P.�. Box 4748, C�earwater, Florida 33758- 4748 (mailing address); 100 South Myrtle Avenue, Clearwater, Flarida 33756-5520 (street address only) or by phone at (727) 562-4750. All qualification data must be completed and delivered to the Directar af Engineering at the above address not later than fourteen (]4) days prior to the time set for the receipt of bids. Bidders currently pre-qualifed by the City da not have to make reapplication. 3 EXAMINATION OF CQNTRACT DOCUMENTS AND SITE 3.1 It is the responsibility of each Bidder, before submitting a Bid, to (a) examine the Contract Documents tharoughly; (b) visit the site to become familiar with local conditions that may in any manner affect cost, progress, perfornnanc� or furnishing of the work; (c) consider and abide by all applicable federal, state and local laws, ordinances, rules and regulations; and (d) study and carefully correlate Bidder's observations with the Contract Documents, and notify Engineer of all conflicts, errors or discrepancies in the Contract Documents. 3.2 In reference to the Technical Specifications and/or the Scope of the Work for identification of those reports of explorations and tests of subsurface conditions at the site which have been utilized by the Engineer in the preparation of the Contract D�cuments, bidder may rely upon the accuracy of the technical data. contained in such reports but not upon non-technical data, interpretations or opinions conta.ined therein or for the completeness thereof for the putposes of bidding or construction. In reference to thase drawings relating to physical conditions of existing surface and subsurface canditions (except Underground Facilities) which are at or contiguous to thE site and which have been utilized by the Engineer in SectionII Page 1 of 9 3/14/2011 , Section TI — Instructions to Bidders preparatian of the Contract Documenis, bidder may rely upon the accuracy of the technical data contained in such drawings but not upon the campleteness thereof for the purposes of bidding or construction. 3.3 Information and data xeflected in the Contract Documents with respect ta Underground Facilities at or contiguous to the site are based upon information and data furnished to the City and Engineer by owziers of such Undergrou�ad Facilities or others, and the City does not assume responsibility for the accuracy or completeness thereof unless expressly provided in the Contract Documents. 3.4 Provisions concerning responsibilities for the adequacy of data fumished to prospective Bidders on subsurface conditions, Undergz�ound Facilities, other physical conditions, possible conditions, and possible changes in the Contract Documents due ta differing conditions appear in the General Conditions. 3.S Before submitting a Bid, each Bidder shall, at Bidder's own expense, make or obtain any additional examinations, investigations, explarations, tests and studies and obtain any additional information and data which perta.in to the physical conditians (surface, subsurface and Undearground Facilities) at oz� contiguous to the site or otherwise which may affect cost, progress, perfarmance or furnishing the work in accorclance with the time, �rice and other terms and conditians af the Contract Documents. 3.6 On request in advance, City will provide each Bidder access to the site to canduct such explorations and tests at Bidder's awn expense as each Bidder deems necessary for submission of a Bid. Bidder shall fill all holes and c�ean up and restore the site to its former canditian upon completion of such explorations and tests. 3.7 The lands upon which the Work is to be performed, rights-of-way and eas�ments for access thereto and other lands designated for use by the Contractor in perfornung the Work are identified in the Contract Documents. All additional lands and access thereto required for temporary construction facilities or storage of materials and equiprnent are to be provided by the Contractar. Easements for permanent structures or permanent changes in existing structures axe to be obta.ined and paid for by the City unless otherwise provided in the Contract Documents. 3.8 The submission af a Bid will constitute an unequivocal represez�tation by the Bidder that the Bidder has complied with every requirement of these Instructions to Bidders and that, without exception, the Bid is premised upon perfarmin.g and furnishing the Work required by the Contract Documents by such means, methods, techniques, sequences ar procedures of construction as rnay be indicated in or required by the Contract Dacuments, and that the Contxact Documents are sufficient in scope and detail to indicate and convey uxiderstanding af all terms and conditions of performance and furnisk�ing of the work. 4 INTERPRETATIONS AND ADDENDA 4.1 All questions as to the meaning or intent of the Contract Documents are to be directed to the Engineer. Interpretations or clarifications considered necessary by the Engineer in response to such questians will be issued by Addenda, by the City's planroom to all parties recorded by the City's planroom as planholder's having received the Bidding Documents. Questions received less than ten the time frame specified at the pre-bid meeting prior to the date far opening of Sids may not be answered. Only information provided by formal written SectionII Page 2 of 9 3/14/2�1 ] ' r ' 1 ' � 1 ' LJ ' � , 1 , J � � ' ' 1 1 4.2 � 5 � 1 � , 1 � 1 r 1 , , ' Section 1T -- Instructions to Bidders Addenda will be binding. Oral and ather interpretations of clarifications will be without legal effect. Addenda may also be issued to modify the Bidding Documents as deemed advisable by the City or Engineer. BID SECURITY OR BID BOND 5.1 Each Bid must be accompanied by Bid Security made payable to the City af Clearwater in an amaunt equal to ten percent (10%) af the Bidder's maximum. Bid price and in the form of a certified or cashiers check or a Bid Bond (on form attached) issued by a surety meeting the requirements of the General Conditions. A cash bid bond will not be accepted. 5.2 The Bid Security of the Successful Bidder will be retained until such Bidder has executed the Agreement and furnished the required Payment and Performance bonds, whereupan the Bid Security will be returned. If the Successful Bidder fails to execute, deliver the Agreement and furnish th� required Bonds within ten (1 p) days after the award of contract by the City Council, the City may annul the bid and the Bid Security of the Bidder will be farfeited. The Bid Security af any Bidder whom the City believes ta have a reasonable chance of receiving the awazd may be retained by the City until the successful execution of the agreement with the successful Bidder or for a period up ta ninety (90) days following bid opening. Security of other Bidders will be retuxned appraximately fourteen (14) days after the Bid opening. 5.3 s 6.1 7 7.1 8 The Bid Band shall be issued in the favor of the City of Clearwater by a surety compan.y qualified to do business in, and having a registered agent in the State af Florida. CONTRACT TIME The number af consecutive calendar days within which the work is to be completed is set farth in the Technical Specifications. LIQUIDATED DAMAGES Provisians for liquidated damages are set forth in the Contract Agreement. SUBSTITUTE MATERNAL AND EQUIPMENT 8.1 The contract, if awarded, will be on the basis of material and equipment described in the Drawings or specified in the Specifications without consideration of possible substitute or "or equal" items. Whenever it is indicated in the Drawings or specified in the Specifications that a substitute or "or equal" itern may be furnished or used, applicatian for its acceptance will not be considered by the Engineer until after the effective date of the Contract Agreement. The procedure far submittal of any such application is described in the General Conditions and as supplemented in the Technical Specifications. I 9 SUBCONTRACT�RS ' 1 9.1 If requested by the City or Engineer, the Successful Bidder, and any other Bidder so requested, shall, within sev�n (7) da.ys after the date of the request, submit to the Engineer an experience statement with pertinent information as to similar projects and �ther evidence of qualification for each Subcantxactor, supplier, persan and organization to be used by the 5ectionII Page 3 of 9 3/14/2011 � �xa 10 Section II — Instructions to Bidders Contractor in the completion of the Work. The amount of subcontract work shall not exceed fifly percent (SO%) of the Work except as may be specifically approved by the Engineer. If the Engineer, after due investigation, has reasonable objection ta any proposed Subcontractor, supplier, other �erson or organization, he may, before recommending award of the Contract to the City Council, request the Successful Bidder to submit an acceptable substitute without an increase in Contract Price or Contract Time: If the Successful Sidder declines to make any such substitution, the City may award the contract to the next lowest and most responsive Bidder that proposes to use acceptable Subcontractors, Suppliers, and other persons and organizations. Declining to make requested substitutions will not constitute grounds for sacrificing the Bid security to the City of any Bidder. Any Subcontractor, supplier, other person ar organization listed by the Contractar and to whom thE Engineer does not make written objection prior to the recommendation of award to the City Council will be deemed acceptable to the City subject to revocatian of such acceptance after the Effective Date of tkie Contract Agreement as provided in the General Conditions. No Contractor shall be required ta employ a.ny Subcontractor, supplier, person ox organization against whom he has reasonable objectxon. BID/PROPOSAL FORM 10.1 The Bid/Praposal Form is included with the Contract Documents and shall be cornpleted in ink ar by typewriter. All blanks on the Bid/Propasal Forms must be completed. Unit Prices shall be to no more thar► two decimal points in dollars and cents. The Bidder must state in the Bid/Proposal �'arm in words and numerals without delineation's, alterations or erasures, the price for which he will perfarnn the work as required by the Contract Documents. Bidders are required to bid on all items in the Bid/Proposal form. The lump sum for each section or item shall be for fiunishing all equipment, materials, and labor for completing the section or item as per the plans and contract specifications. Should it be found that quantities ar amounts shown on the plans or in the propasal, for any part of the work, are exceeded or should they be faund to be less after the actual construction of the work, tl�e amount bid for each section or item will be increased or decreased in direct proportion to tk�e unit prices bid for the listed individual items. 10.2 Bids by corporatians shall be executed in the corporate name by the president or a vice- president (or other corporate officer accompanied by evidence of authority to sign) and the carporate seal sha11 be affixed. The corporate address and state of incorparation shall be shown below the Signature. I� requested, the person signing a Bid For a corporation or partnership shall produce evidence satisfactory to the City of the person's authority to bind the corporation or partnership. 10.3 Sids by partnerships shall be executed in the partnership name and signed by a general partner, whose title shall appear under the signature and the official address of the parinership shall be shown below the signature. 10.4 11 All names shall be typ�d or printed below the signature. SUBMISSION OF BIDS 11.1 Sealed Bids shall be submitted at ar before ihe time and at the place indicated in the Advertisement for Bids and shall be submitted in a 8.5"xll" manila envelope with the project name and number on the bottom left hand corner. If forwarded by mail, the Bid shall be enclosed in another envelope with the notation "Bid Enclosed" on the face thereof and Sectionll Page 4 of 9 r r J � r � 1 1 � � � L.� ' � � � � I i 3/]4/2011 � � Section 11-- Instructions to Bidders ' addressed to the City of Clea.rwater, attention Purchasing Manager. Bids will be received at the afF'ice indicated in the Advertisernent until the time and date specified. Telegraphic or facsirnile bids received by the Purchasing Manager will not be accepted. � ' � r 1 1 , 1 r r r , � r r , 1 12 MODIFICATION AND WITHDRAWAL OF BIDS 12.1 Bids may be madified or withdrawn by an appropriate document duly executed (in the manner that a Bid must be executed) and delivered as described in the Advertisement of Bids. A request for withdrawal or a nnodification shall be in writing and signed by a person duly authorized to da so. Withdrawal af a Bid will not prejudice the rights of a Bidder to submit a new Bid prior to the Bid Date and Time. After expiration of the period for receiving Bids, no Bid may be withdrawz�. or modified. 12.2 After a bid is received by ihe City, the bidder may request ta modify the bid for typographical or scrivener's errors only. The bidder must state in writing ta the City that a typographical or scrivener's error has been made by the bidder, the nature of the error, the requested carrection of the error, and what the adjusted bid amount will be if the correction is accepted by the City. The City reserves the right at its sale discretion ta accept, reject, ar modify any bid. 13 REJECTION OF BIDS 13.1 To the extent permitted by applicable State and Federal laws and regulations, the City reserves the right to reject any and all Sids, and to waive any and all informalities. Grounds far the rejection of a bid include but are not limited to a material omission, unauthorized alteration oi form, unauthorized alternate bids, incomplete or unbalanced unit prices, ar inr�gula.rities o� any kind. Also, the City reserves the right to reject any Bid if the City believes that it would not be in the best interest of the public to make an award to that Bidder, whether because the Bid is not responsive or the Bidder is unqualified or of doubtful financial ability or fails to meet any other pertinent standa.rd or criteria �stablished by the City. The City reserves the right ta decide which bid is deemed ta be the lowest and best in the interest of the public. 14 DISQUALIFICATION OF BIDDER 14.1 Any or all bids will be rejected if there is any reason for believing that collusian exists among the bidders, the participants in such collusion will not be considered in future proposals for the same work. Each bidder shall �xecute the Non-Collusion Affidavit contained in the Contract Documents. �� ] T� i] I � C� 3�] � 3 L I�� 15.1 � Bids will be opened and read publicly at the location and time stated in the Advertisement for Bids. Bidders are invited to be present at the apening of bids. LICENSES, PERMITS, ROYALTY FEES AND TAXES 16.1 The Contractar shall secure a111icenses and pernuts (and shall pay all permit fees) except as specifically stated otherwise in the Technical Specifications. The Contractor shall comply with all Federal and State Laws, County and Municipal �rdinances and regulations, which in any manner effect the prosecution of the work. City of Clearwater building perinit fees SectionII Page 5 of 9 3/14/2011 Section II — Instructions to Bidders and impact fees will be waived except as specifically stated otherwise in the Technical Specifications. 16.2 The Contractor shall assume all liability for the payment of royalty fees due to the use of any construction or operation process, which is protected by patent rights except as specifically stated othez�wise in the Technical Specifications. The arnount of royalty fee, if any, shall be stated by the Contractor. 16.3 The Contractor shall pay all applicable sales, consumer, use and other taxes required by law. The Contractor is responsible for reviewing the pertinent State Statutes involving the sales tax and sales tax exemptians and complying with all requirements. 1�.4 The City of Clearwater is exempt from state sales tax on materials incorporated into the WORK. The City of Clearwater reserves the right to iznplement the Owner Direct Purchase (ODP) Optian, if indicated in the Scope of Work Description in Sectian IV -�- Technical Specifications and as defined in Section III — General Conditions. � 1 C�i C�� 1 17 IDENTICAL TIE BIDSNENDOR DRUG FREE WORKPLACE I 17.1 In accordance with the requirements of Section 2$7.087 Florida Statutes regarding a Vendor Drug Free Workplace, in the event of identical tie bids, preference shall be given to bidders with drug-free workplace programs. Whenever two ar more bids which are equal with respect to price, quality, and service are received by the City for the procurement of commodities or cantractual services, a bid received �rom a business that certifies that it has implemented a drug-free workplace program shall be given preference in the awaxd process. Established procedures for processing tie bids will be follow�d if z�one or all of the tied bidders have a drug-free workplace prograxn. In order to have a drug-free workplace program, a contractor shall supply the City with a certificate contain.ing the following six statements and the accompanying certification statement: Seciionli (1) Publish a statement notifying employees that the unlawful znamufacture, distributian, dispensing, passession, or use af a controlled substance is prohibited in the warkplace and specifying the actians that will be taken against employees far violations of such prahibitian. (2) Inform ennployees as to the dangexs of drug abuse in the workplace, the business's policy of maintaining a drug-free workplace, any a�ailable clrug caunseling, rehabilitation, and employee assistance programs, and the penalties that may be imposed upon employees %r drug abuse violations. (3) Give each employee engaged in providing the commodities or contractual services that are under bid a copy of the statement specified in subsection (1). (4) In the statement specified iz� subsection (1), notify the employees that, as a condition of working on the commodities or contractual services that are under bid, the employee will abide by the tertns of the statement and will notify the employer of any con.viction of, or plea of guiliy oar nolo contendere to, any violation of chapter 893, or of any contralled substance law, of the United States, or of any state, for a vialation occurring in the workplace no later than five (5) days after such conviction. (S) Impase a sanction on, or require the satisfactory participation in a drug abuse assistance or rehabilitatian program if such is available in the employee's community, by any ernployee who is so convicted. Page 6 of 9 1 , , � r � [-� � � � � 3/14/2011 � 1 � ' C� 1 C , ' Section Il — Instructions to Bidders (6) Make a good faith effort to continue to maintain a drug-free workplace through implementation of this section. I certify that this firm does/daes not (select anly one) fully comply with the above requirements. 1 S AWARD OF CONTRACT 18.1 Discrepancies between words and figures will be resolved in favor of wards. Discrepancies in the multiplication of units of work and unit prices will be resolved in favor of the unit prices. Discrepancies between the indicated sum af any column of figures and the correct sum thereof will be resolved in favor of the correct sum. 1$.2 In evaluating the Bids, the City will consider the qualif cations of the Bidders, whether or not the Bids comply with the prescribed requirements, unit prices, and other data as may be requested in the Bid/Praposal form. The City may consider the qualifications and experience of Subcontractors, suppliers and other persons and organizations proposed by the Contractor for the Work. The City may conduct such investigations as the City deems necessary to assist in the evaluation of any Bid and to establish the responsibility, qualifications and financial ability of Bidders, proposed Subcontractors, Suppliers and ather persans, and organizations to perform and furnish the Work in accordance with the Contract Documents to the City's satisfaction within the prescribed time. , 18.3 If the Contract is to be awarded, it will be awarded to the lowest responsible, responsive Bidder whose evaluation by the City indicates to the City that the award will be in the best interest of the City. 1 r � �J 18.4 Award of contract will be made far that combination of base bid and alternate bid items in the best interest of the City, however, unless otherwise specified all work awarded will be awarded to only one Contractor. 19 BID PROTEST 19.1 RIGHT TO PROTEST: Any actual bidder who is aggrieved in cvnnection with the solicitation or award of a contract may seek resolution of his/her carnplaints initially with the Pwrchasing Manag�r, and if nat satisfied, with the City Manager, in accordance with protest procedures set forth in this section. 19.2 PROTEST PROCEDURE: 1 1 r r r se�t�o�i � A. A protest with respect to the specifications of an invitatian far bid or request for praposal shall be submitted in writing a minimum of five (5) work days prior to the opening of the bid or due date of the request for proposals, unless the aggrieved person could not have been reasonably expected to ha�e knowledge of the facts giving rise to such protest priar ta the bid apening or the closing date for proposals. Opening dates for bids or due dates for requests for proposal will be printed on the bid/request document itself. B. Protests in respect ta award of contract shall be submitted in writing a maximum of five (5) work days after notice of intent to awazd is posted, or is mailed to each bidder, which ever is earlier. Notice �f intent to award will be farwarded to bidders upon telephonic or written request. Frotests of recommended award should cite Page 7 of 9 3/14/2011 Section II — Instructions to Bidders specific portions of the City of Clearwater Code of Ordinances that have allegedly been violated. C. Exceptions to the five (S) day requirements noted in both A and B above may be granted if the aggrieved person could have not been reasanably expected to have kriowledge of the facts giving rise to such protest prior to the bid opening, pasting of intent to award, or due date for requests far proposals. Request for exceptions should be made in writing, stating reasons for the exception. D. Th� Purchasing Manager shall respand to the formal written protest within fivE (5) work days of receipt. The Purchasing Manager's response will be fully coordinated with the appropriate Departznent Director and the Assistant City Mana.ger. E. If the protestar is nat satisfied with the response fram the Purchasing Manager, he/she may then submit in writing within five (5) wark days of receipt of that response his/her reason far dissatisfaction, along with copies of his/her original formal protest letter and the response froam the Furchasing Manager, to the City Manager. P. The City Manager as Purchasing Agent for the City has the final authority in the matter of pratests. The City Manager will respond to the protestor within ten (10) work days of receipt of the appeal. 19.3 PROTEST FEE: When filxng a formal protest, the protesting vendor must include a fee in the amount of 5% of the selected vendor's total bid to ofiset the City's additional expenses xelated to the protest. This fee shall n.ot exceed $2,500 nor be less than $S0. If either the Purchasing Manager or the City Manager uphalds the protest, the City will refund 100% of the fee paid. 19.4 STAY OF PROCUREMENT DURING FROTEST: In the event af a timely protest, the Purchasing Manager shall not proceed with the solicitation or award of contract until all administrative rernedies have been exhausted or until the City Manager rnakes written determination that the award o� contract without delay is necessary to protect the best interest of the City. se�tionlr Page 8 of 9 � � � 1 1 M 1 CJ LJ � � � � � � � C� � 3/14/2011 � 1 �I � �, � �J Section II — Inswctions to Bidders 20 TRENCH SAFETY ACT 2Q.1 The Bidder shall comply with the provisions of the City of Clearwater's OrdinancE related to trench digging (Ordinance No. 7918-08) along with the Florida Trench Safety Act (Sections SS3.60-553.64, Florida Statutes) and the provisions of the Occupational Safety and Health Administration's (OSHA) excavation safety standards, 29 C.F.R.s 1926.650 Subparagraph P, or current revisions of these laws. 21 CONSTRUCTION SITE EROSION AND SEDIMENT CONTROL ' MANAGEMENT MEASURES ' ' 21.1 The Bidder shall comply with the provisions of the Environmental Pratection Agency (EPA) National Follution Discharge Elimination System (NPDES) stormwater permit and implement stormwater pollution prevention plans (SWFPP's) or stormwater management programs (both using best management practices (BMPs) that effectively reduce or prevent the discharge of pollutants into receiving waters. A. The control of constructian-related sediment loadings is critical to maintaining ' water quality. The implementation of proper erosion ar�d sediment cantral practices during the constructian stage can significantly reduce sediment loadings to surface waters. 1 � 1 � 1 , , 1 � , SectionIl 1 B. 1'rior to land disturbanc�, prepare and implement an approved erosion and sedirnent control plan ar similar administrative document that contains erosion and sediment control provisions. NPDES Management Measures available at Citv of Clearwater En ing eering Environmental Division and El'A websites ta help address construction-related Best Management Practices. References EPA website Page 9 of 9 3/14/2011 , II � � � CJ r J 1 ' 1 II ' LJ 1 r r 1 i -, �� 1 SEGTION III �ENE�►� caND�T�aNs Table of Contents: 1 DEFINITI�NS ..................................................................................................................1 2 PRELIMINARY MATTERS ........................................................................................... 5 2.1 DELIVERY OF BONDS AND CERTIFICATES OF INSURANCE ............................ 5 2.2 COPIES OF DOCUMENTS ............................................................................................ 5 2.3 COMMENCEMENT OF CONTRACT TIME/NOTICE TO PROCEED; STARTING THEPROJECT ................................................................................................................ 5 2.4 BEFORE STARTING CONSTRUCTION ...................................................................... 5 2.5 PRECONSTRUCTION CONFERENCE ........................................................................ 6 2.6 PROGRESS MEETINGS ................................................................................................ 6 3 CONTRACT DOCUMENTS, INTENT ......................................................................... 7 3.1 INTENT ...................................................................................................................•--•�-.. 7 3.2 REPORTING AND RESOLVING DISCREPANCIES .................................................. 7 4 AVAILABILITY OF LANDS; SUBSURFACE AND PHYSICAL CONDITIONS; REFERENCEPOINTS .................................................................................................... 8 4.1 AVAILABILITY OF LANDS ......................................................................................... 8 4.2 INVESTIGATIONS AND REPORTS ......................... ... 8 4.3 PHYSICAL CONDITIONS, iJNDERGROUND FACILITIES ..................................... 8 4.4 REFERENCE POINTS ............................................................................................�-•..--- 9 5 BONDS AND INSURANCE ............................................................................................ 9 5.1 PERFORMANCE AND PAYMENT BOND/CONTRACT BOND ............................... 9 5.2 1NSURANCE .............................................................................................•--------•�-----�-�--- 9 5.2.1 WORKER'S COMPENSATIDNINSURANCE ......................................................... 10 5.2.2 PUBLIC LIABILITYAND PROPERTYDAMAGE COVERAGE ............................ 10 5. 2. 3 COMPREHENSIVE A UTDMOBILE LIABILITY .................................................... 1 X 5.3 WAIVER �F RIGHTS .................................................................................................. 12 6 CUNTR.ACTORS RESPONSIBILIT�ES .....................................................................12 6.1 SUPERVISION AND SUFERINTENDENCE ............................................................. 12 6.2 LABOR, MATERiALS AND EQUIPMENT ............................................................... 13 5.3 SUBSTITUTES AND "OR EQUAL" TTEMS .............................................................. 14 6.4 RESPONSIBILITY FOR SUBCONTRACTORS, SUPPLIERS AND OTHERS........ 14 6.5 USE OF PREMISES ........................................................•---••-----•-•-----•�------------.....--�----- 15 6. 5.1 STAGING AREAS ..................................................................................... ............... I S 6. S. 2 RESTORATIDN TIME LIMITS ................................................................................ 15 6.6 LICENSE AND PATENT FEES, ROYALTIES AND TAXES ................................... 16 6.7 LAWS AND REGULATIONS ...................................................................................... 16 6.8 PERMITS .....................................................•-•-�-�-�................-•---....................................16 6.9 SAFETY AND PR�TECTION ..................................................................................... 17 6.10 EMERGENCIES ............................................................................................................18 6.11 DRAWINGS ........................................................••-----...........---..........._....---------•-----�-•--- 18 SectionIII i 7/26/2011 7 $ 9 1 11 iz 13 14 6.11.1 SHOP DRAWINGS, SAMPLES, RF1's, and SUBMITTAL REVIEW ........................ 18 6.11. 2 AS-B UILT D.R.A WINGS . . . . . . . . . . . .. . . . . . .. .. . .. .. .... . . ... .. ... . . .. .. . . . . . . . . . . .. .. .. . . . .. .. .. ..... .. . . . .. . . .. . . . . 19 b.11.3 CAD STANDARDS ................................................................................................... 21 6.11.4 DELIVERABLES :....................................................................................................23 6.12 CONTRACTOR'S GENERAL WARR.ANTY AND GUARANTEE ........................... 23 5.13 CONTINUING THE WORK ........................................................................................ 23 b.14 1NDEMNIFICATION .................................................................................................... 23 6.15 CHANGES IN COMPANY CONTACT TN�'ORMATION .......................................... 24 OTHERWORK .............................................................................................................. 24 7.1 RELATED WORK AT SITE ........................................................................................ 24 7.2 COORDINATION .........................................................................................................25 OWNERS RESPONSIBILITY ...................................................................................... 2S OWNER REPRESENTATIVE'S STATUS DURING CUNSTRUCTION .............. 2S 9.1 OWNERS REPRESENTATTVE ..........................�........................................................ 25 9.2 CLARIFICATIONS AND INTERPRETATIONS ........................................................ 25 9.3 REJECTING OF DEFECT�VE WORK ........................................................................ 26 9.4 SHOP DRAWTNGS, CHANGE ORDERS, AND PAYMENTS .................................. 26 9.5 DECISIONS ON DTSPUTES ........................................................................................ 26 9.6 LIMITAT�ONS ON OWNER REPRESENTATTVE'S RESPQNSIBILITTES ............. 27 0 CHANGES IN THE WORK .......................................................................................... 27 CHANGES IN THE CONTRACT PRICE ................................................................... 2$ 11.1 CHANGES rN THE CONTRACT PRTCE .................................................................... 28 11.2 ALLOWANCES AND �'INAL CONTRACT PRICE ADJCJSTMENT ....................... 30 11.3 UNTT PRICE WORK ................................•-�--............................................................... 30 CHANGES IN THE CONTRACT TIME .................................................................... 30 TESTS AND INSPECTIONS, CORRECTION, REMOVAL OR ACCEPTANCE OFDEFECT�VE WURK .............................................................................................. 31 13.1 TESTS AND INSPECTTON .......................................................................................... 31 13.2 UNCOVERING THE WORK ....................................................................................... 32 13.3 OWNER'S REPRESENTATIVE MAY STOP THE WORK ....................................... 32 13.4 CORRECTION OR REMOVAL OF DEFECTTVE WORK ......................................... 33 13.5 WARRANTY/CORRECTION PERIOD ...................................................................... 33 13.6 ACCEPTANCE OF DEFECTIVE WORK ................................................................... 33 13.7 OWNER MAY CORRECT DEFECTIVE WORK ....................................................... 34 PAYMENTS TO CONTRACTOR AND COMPLETION ......................................... 34 14.1 APPLICATION F�R PROGRESS PAYMENT ........................................................... 34 14.2 CONTRACT�R'S WARRANTY OF TITLE -• ............................................................. 35 14.3 REVIEW OF APPLICATIONS FOR PROGRESS PAYMENTS ................................ 35 14.4 PARTIAL UTILIZATION .......................................................................... ............. 36 ..... 14.5 FINAL INSPECTION ................................................................................................... 35 14.6 FINAL APPLICATION FOR PAYMENT ................................................................... 37 14.7 FINAL PAYMENT AND ACCEPTANCE ................................................................... 37 14.8 WAIVER OF CLAIMS .........................................................:....................................... 38 SectionIlI �i ' � � � C� 1 1 1 1 [I 1 --, � � C � r � LJ r ' � -� IJ � 7/26/20 ] ] , 1 LJ � � , 1 Li 1 , ' ' ' r 15 SUSPENSI�N OF WORK AND TERMINATION .................................................... 38 15.1 OWNER MAY SUSPEND THE WORK ...................................................................... 38 15.2 OWNER MAY TERMINATE ...................................................................................... 38 15.3 CONTRACTOR MAY STOP WORK OR TERMINATE ........................................... 39 ].6 DISPUTE RESOLUTION ............................................................................................. 40 17 MISCELLANEOUS ....................................................................................................... 40 17.1 SUBMITTAL AND DOCUMENT FORMS ................................................................. 4� 17.2 GIVING NOTICE .......................................................................................................... 40 17.3 NOTICE O�' CLAIM ..................................................................................................... 40 17.4 PROFESSIONAL FEES AND COURT COSTS INCLUDED ..................................... 41 17.5 ASSIGNMENT OF CONTRACT ................................................................................. 41 17.6 RENEWAL OPTION .................................................................................................... 41 17.7 ROLL-OFF CONTAINERS AND/OR DUMPSTERS ................................................. 41 18 ORDER AND LOCATIUN OF THE WORK .............................................................. 41 19 MATERIAL USED ......................................................................................................... 41 20 CONFLICT BETWEEN PLANS AND SPECIFICATIONS ..................................... 41 21 OWNER DIRECT PURCHASE (ODP) OPTIQN ....................................................... 41 22 RESIDENT N�TIFICATYON OF START OF CONSTRUCTION .......................... 42 22.1 GENERAI, ..................................................................................................................... 42 22.2 EXAMPLE .....................................................................................................................42 23 PROJECT INFORMATION S�GNS ............................................................................ 43 23.1 SCOPE AND PURPOSE ............................................................................................... 43 23.2 TYPE �F PRQJECT SIGN, FIXED OR PORTABLE ................................................. 43 23.3 FIXED SIGN ................................................................................................................. 43 23.4 PORTABLE SIGNS ...................................................................................................... 44 23.5 SIGN COLORING ......................................................................................................... 44 23.6 SIGN PLACEMENT ..................................................................................................... 44 23.7 SIGN MAINTENANCE ................................................................................................ 44 23.8 TYPICAL PROJECT SIGN .......................................................................................... 4S 24 AWARD OF CONTRACT, WORK SCHEDULE AND GUARANTEE .................. 45 ' r � � � � SectionIl] � � 7/26/2011 1 ' 1 DEFINITIONS Section III — General Conditions Addenda , Written or graphic instruments issued prior to the opening of Bids which clarify, correct or change the Bidding Requirements or the contract documents. Agent ' Architect, engineer ar other autside agency, consultant or person acting on behalf of the City. � r 1 Agreement The written contract between Owner and Contractor covering the Work to be performed; other Contract Documents are attached to the Agreement and rnade a part thereof as pravided therein. Application far Payment The form accepted by Engineer which is to be used by Contractor in requesting progress or final payments and which is to be accompanied by such supparting documentatian as is required by the Contract Documents. , Approve The word approve is defined to mean satisfactory review af the material, equiprnent or rnethads for general compliamce with the design concepts and with the information given , in the Contract Documents. It does not imply a responsibility on the part of the Engineer ta verify in every detail canformance with the Drawings and Specifications. Bid , The offer or proposal of the bidder submitted on the prescribed form setting %rth the prices for the work to be per%rmed. , Bidding Documents The advertisement or invitation to Bid, instructions to bidders, the Bid farm, and the praposed Contact Documents (including all Addenda issued prior ta receipt of Bids). , Bonds Ferformance and payment bonds and other instruments oi security. r-� � , , , 1 ' ' Change Order A written arder to Contractar signed by Owner and Contractor authorizing an addition, deletion or revision in the Work, or an adjustment in the Contract Price or the Contract Time issued an or after the effective date of the Agreement. City The City of Clearwater, Pinellas County, Florida. Construction Inspector A persan wha is the authorized representative of the Constructian Manager and inspects City construction projects in order to insure the Contractor's work complies with the intent of the Contract Documents. Construction Manager The person who is typically in responsible charge of City construction projects. The Construction Manager assumes responsibility for the management of construction contracts at the Preconstructian Conference. Th� Construction Manager chairs the Preconstruction Conference and is the authority on any disputes or decisians regarding SectionIII Page 1 of 46 7/26/2011 Section JTI — General Conditions contract administration and performance. The Construction Manager typically acts as the Owner's Representative during construction. Contract Documents The Agreement, Addenda (which pertain to the Contract Documents), Contractar's Bid (including documentation accompanying the bid and any post-Bid documentation submitted prior to the execution of the Agreeznent) when attached as an exhibit to the Agreement, the Bonds, Instructions ta Bidders, these General Conditions, any Supplementary Conditions, the Specifications and the Drawings, any other exhibits identified in the Agreement, together with all Modifications issued after the execution of the Agreement. Contract Price The Contract price constitutes the total compensation (subject ta authorized adjustments) payable by Owner to Contractor for performing the Work. Contract Time The number of days or the date stated in the Agreement for the completion of the Wark. Cantractor Tl�e Person with whom the Owner has entered inta the Agreement. For the purposes of this cantract, the person, firm or corporation with whom this contract or agreement has been made by the City af Clearwater or its duly authorized representative. Critical Path Method Construction Schedule—CPM A graphic format construction schedule that displays construction activities as they relate to one anather far the purpose of identi�ying the most efficient way to �erform the work in a timely manner. The critical path identifies which activity is critical to the execution of the schedule. Day A calendar day of twenty-four (24) hours measured from midnight to the next nn.idnight. Defective An adjective which when modifying the word Work refers to Work that is unsatisfactory, faulty or d�ficient, or does not conform to the Contract Documents or does not meet the requirements of any inspection, reference standard, test or approval referred ta in the Contract Documents, or has been damaged prior to Engineers recomrnendation of �nal payrnent. Drawings The drawings, which will be identified in Technical Speci�cations or the Agreement, which show the character and scope of the Work to be performed and which have been prepared or approved by Engineer and are referred to in the contract documents. Shop drawings are nat Drawings as so defined. Engineer The duly appointed representative of the City Manager of the City of Clearwater. For the purpos�s of this contract, the City Engineer of the City of Clearwater, Pinellas County, Florida, ar his authorized representative. For certain projects, the Engineer rnay serve as the Owner's Representative during constructian. Ertgineer's Consultant A Person having a cantract with Engineer to furnish services as Engineer's independent SectionIII Page 2 of 46 7/26/2011 , � �� 1 � , 1 1 1 1 � L� u � ' � � � � 1 , Section IlI — General Conditions professional associate ar consultant with respect to the Praject and who is identified as such in the Supplementary Conditions. F.D.O.T Specifications ' The Standard Specifications for Road and Bridge Construction as issued by the Florida Department of Transporta.tion (latest English editian). l.� 1 � , � � ' �I �, 1 �J ' r-, � Furnish The wards "furnish", "furnish and install", "install", and "provide" or words of similar meaning shall be interpreted, unless otherwise sp�ci�cally $tated, to mean "furnish and install complete in place and ready for service". Inspection The term "inspection" and the act of inspecting means examinatian of construction ta ensure that it confnrms to the design concept expressed in the Drawings and Specifications. These terms shall not be const:rued ta mean supervision, superintending or overseeing. Laws and Regulations Any and all applicable laws, rules, regulatians, ardinances, codes and orders of any kind of governmental bodies, agencies, authorities and courts having jurisdiction. Liens Liens, charges, security interests or encumbrances upon real property or personal properiy. Milestone A principal event specified in the contract Documents relating ta an intermediate completion date or time priar to the final completion date. Notice to Proceed (NTP) A written notice given by the Owner to the Contractor fixing the date on which the Contract Time will commence to run and on which Contractor shall start to perform his obligations under the Contract Dacuments. Qwner The City of Clea.rwater, Flarida. For the purposes of this contract, the person who is the City's authorized representative from the City's Department with whozn will be responsible for the maintenance and operation of the Work once the Work is completed. For certain projects, a designee of the Owner may serve as the Owner's Representative during construction. Chvner's Representative Designee of the Owner with autharity ta act on behalf of the Owner during constxuctian. Person ' Project ' � SectionIII ' A natural person, or a corporation, partnership, firm, organizatian, or other artificial entity. The tatal construction of which the Work to be provided under the Contract Documents may be the whole or a part as indicated els�where in the Contract Documents. Page 3 of 46 �iz6i2o i i Section III — General Conditions Partial Utilization Use by Owner of a substantially completed part of the Work for the purpose for which is intended (or a related purpose) prior to Final Completion of all the Work. Representative of Contractor The Contractor shall assign a responsible person or persons, one of whom shall be at the construction site at all times that work is pragressing. The names and positions of these persons shall be submitted to the City Engineer at the time of the pre-canstruction con%rence. This person or persons shall not be changed withaut written approval af City Engineer. Request for Information (RFI) An official written request for clarificatian o� the intent of the contract docurnents from the Contractor to the Engineer. Shop Drawing All drawings, diagrams, illustrations, schedules and other data which are specifically prepared by or foar Contractor to illustrate sorne portion of the Work and all illustratians, brochures, standard schedules, performance charts, instructions, diagrazns and othex information prepared by a supplier and submitted by Contractor to �1lusirate rnaterial or equipment for some partion of the Work. Specifications Those portions af the Contract Dacuments consisting of written technical descriptions of materials, equipment, construction systems, standards and workmanship as applied to the Work and certain administrative details applicable thereto. Subcontractor A person having a direct cantract with Contractor or with any ather Subcontractor for the perfortnance of a part of the Work at the site. Substantial Completion The Work (or a speciiied part thereo� which has pragressed to the point where, in the opinian af Engineer, as evidenced by Engineer's definitive certificate of Substantial Completion, it is suificiently coznplete, in accordaz�ce with the Contract dacuments, so that the Work (or specified part) can be utilized for the purposes for which it is intended; or if no such certificate is issued, when the Work is complete and ready for final payrnent as evidenced by the Engineex's recommendatioz� of �nal payment. The terms "substantially complete" and "substantially campleted" as applied to all or part of the Work refer to Substantial Completion thereof. Supplementary Conditions The part of the Contract which amends or supplements these General Canditions. Supplier A manufacturer, fabricator, supplier, distributor, material man or vendor having a direct contract with Contractor or with any Subcontractor to furnish materials or equipment to be incorporated in the Work by the Contractor. Surety SectionIII Any person, firm or corporation which is bo�nd with Contractor and which engages to be responsible for Contractor and his acceptable performance of the Wark by a Bid, Perfarmance or Payment Bond. Page 4 of 46 1 �J � ' � C� � �� C� 1 ' � LY� ' �� 7/26/201 ] � , , , 1 C� �� 1 �l C� � ' Section III — General Conditions Underground Facilities All pipelines, conduits, ducts, cables, wires manholes, vaults, tanks, tunnels or other such facilities or attachments, and any encasements containing such facilities which have been installed ttnderground to furnish any of the following services or materials: electricity, gases, steam, liquid petroleum products, telephone or other cammunications, cable television, sewage and drainage removal ar treatment, traffic or other control systems or water. Unit Price Work Work to be paid for on the basis of unit prices. Wprk The entire campleted construction or the various separately identifiable parts thereof required to be furnished under the Contract Documents. Work includes and is the result of performing or furnishing labor and incarporating materials and equipment into the canstruction, and performing or furnishing services and furnishing documents, all as required by the Contract Documents. Work Change Directive A written directive ta Cantractor, issued on or after the Effective Date of the Agreement and signed by the Engineer, ordering an addition, deletion, or revision in the Work, or responding to differing ar unforeseen physical canditians under which the Work is to be performed ar emergencies. Work Change Directive will not change the Contract Price or Contract Time, but is evidence that the parties expect that the change directed or documented by a Work Change Directive will be incorporated in a subsequently issued Change �rder following negotiations by the parties as to its effect, if any, on the Cantract Price or Contract Times. 2 PRELIMINARY MATTERS 2,1 DELIVERY OF BONDS AND CERTIFICATES OF INSURANCE , When Cantractar delivers the executed Agreements to the Owner, Contractor shall also deliver to the Owner such Bonds and Certificates of Insurance as Contractor may be required to furnish by this contract. � � ' 2.2 COPIES OF DOCUMENTS Engineer shall furnish to Cantractor ane (1) copy of Contract Documents for execution. Additional copies will be furnished, upon request, at the cost af repraduction. 2.3 COMMENCEMENT OF CONTRACT TIME/NOTICE TD PROCEED; STARTING THE PROJECT � The Contract Time will commence on the day indicated in the Natice ta Praceed. Cantractor shall start to perform the wark on the date the Contract Time commences to run. No work shall be done at the site pnor to the date that the Contract Time cammences to run. C1 ' , 2.4 BEFORE STARTING CONSTRUCTION Befare undertaking each part of the Work, Contractor shall carefully study and compare the Contract Documents atid check and verify pertinent figures shawn therean and all applicable SectionIII Fage 5 of 46 7/26/2011 Section III — General Conditions field measurements. Contractor shall promptly report in writing to Engineer any conflict, error or discrepancy which Contaractor may discover; and shall obtain a written interpretatian or clarification from Engineer before proceeding with any work effected thereby; however, Contractor shall not be liable to the Owner for failure to report any conflict, error ar discrepancy in the Drawings or Specifications, unless Cantractor had actual kr►owledge thereaf or should reasonably have known thereof. No verbal agreement or conversation with any officer, Agent or employee of the Owner or Engineer's Cansultant, either before or after the execution of this Contract, shall affect or modify any of the terms or obligations herein co�tained. Contractor shall not commence any work at any time withaut approved insurance required by these General Conditions. Failure to obtain this insurance will be the sole responsibility of the Contractar. 2.5 PRECONSTRUCTION CONFERENCE Within twenty (20) days of Award af Contract and before the start of the Work, the Owner's Representative shall schedule a preconstruction conference to be attended by Contractor, Engineer, Owner and athers as appropz�iate to establish a working understaz�ding among the parties as to the Work and to discuss the schedule of the Work and general Contract procedures. Typically, oversight of the project officially passes from the Engineering Department to the Constructian Department at the preconstruction canference. In these cases, the preconstruction c�nference is run by the Construction Department and chaired by the City's Construction Manager. The Contractor shall deliver to the Owner's Representative at the Preconstruction Con�erence a color Critical Path Method (CPM) Construction Schedule. This is to be a sequence of events including submittal review and pracurement. Notice to Proceed is usually established at this conference and such date can be inserted inta the schedule at that time. The Contractor shall also bring a Submitta.l Schedule for review by the Engineer. This is to make sure that the list is cornplete and this schedule shall be the basis of a Submittal Log. The Contractor shall deliver to the Owner's Representative at the precanstruction conference a completed Emergency Call List and a cornpleted Authorized Signature List. The Owner's Representative shall deliver to the Cantractar at the preconstruction con%rence a project disk that has all of the necessary data and survey control points for the purpose of construction stakeout and as-built survey. The Owner's Representative shall deliver ta the Contractor at the preconstruction conference a Contractor evaluation package. This is for the purpose of rating th� Cantractor's perfozmance for reference when considering future contracts and bid prequalification. 2.G PROGRESS MEETINGS The Contractor is required to attend Progress Meetings. These meetings will be scheduled on a weekly, bi-weekly, or monthly basis depending on the needs af the project. The Contractor shall bring ta each meeting an updated submittal log, an updated request far infortnation (RFI) lag, a look-ahead schedule to cover the project activity fram the current meeting to the next meeting, and all material test reports generated in the same time period. Sectionll] Page 6 of 46 7/26/2011 �� L .J L� ' � 1 ' � � �] ' 1 ' � , � 1 � , 1 Section lII -- General Conditions ' 3 CONTRACT DOCUMENTS, INTENT 1 1 � ' � 1 1 � 1 ' � � C] � �r� � �, �.__. 3.1 INTENT The Contract Documents comprise the entire Agreement between Owner and the Cantractox cancerning the Work. They may be altered only by written agreement. The Contract Docurnents are complementa.ry; what is called for by ane is as binding as if called for by all. It is the intent of the Contract Documents to describe a functionally complete project (or part thereof� ta be constructed in accordance with the Cantract Documents. Any Work, materials or equipment which may reasonably be inferred from the Contract Documents or from prevailing custom or from trade usage as being required to produce the intended result will be iurnished and perfarmed whether or not specifically called for. When words or phrases, which have a well- known technical or constructivn industry ar trade meaning, are used to describe Work, materials or equipment, such words or phrases shall be interpreted in accordance with that meaning. Clarifications and interpretations of the Contract Dacuments shall be issued by the Owner's Representative. Reference ta standards, specifications, manuals ar codes of any technical society, organization or association, or to the cade, Laws or Regulation af any governmental authority, whether such reference be speciiic or by irnplication, shall rnean the latest standard sp�cification, manual or code, or Laws or Regulations in eifect at the time of opening of Bids except as may be otherwise specifically stated in the Contract Documents. However, na provision of any referenced standaxd speciiication, manual or code, whether or not specially incorparated by refe�rence in the responsibilities of Owner or Contractor as set forth in the Contract Documents, shall change the duties and responsibilities of Owner, Cantractor, Engineer or Owner's Representative, or any of their Agents or employees from those set forth in the Contract Docum�nts. Clarifications and interpretations of the Contract shall be issued by the Owner's Representative. Each and every provisian of law and clause required by law to be inserted in these Contract documents shall be de�med to be inserted her�in, and they shall be read and enforced as through it were included herein, and if thraugh mistake or otherwise, any such provision is not inserted, or if not correctly inserted, then upon the application of either party, the Contract Documents shall forthwith b� physically amended to make such insertion. 3.2 REPORTING AND RESOLVING DISCREPANCIES If, during the pearformance of the Work, Cantractor discovers any conflict, error, ambiguity or discrepancy within the Contract Dacuments or between the Contract Documents and any provisian of any such Law or Regulation applicable to the performance af the Work or of any such standazd, specification, manual or code or of any instruction of any Supplier, Contractor shall report it to the Owner's Representative in writing at once, and Contractor shall not praceed with the Work affected thereby (except in an emergency) until an amendment ar supplezxxent to Contract Dacurnents has been issued by one of the methads provided in these General Specifications, provided however, that Contractor shall not be liable to Owner, or Owner's Representative for failure to report any such conflict, error, ambiguity ar discrepancy unless Contractor knew or reasonably should have known thereof. SectionIll Page 7 of 46 7/26/201 ] ' 4 Section III — Genera] Conditions AVAILABILITY OF LANDS; SUBSURFACE AND PHYSICAL CONDITIONS; REFERENCE POINTS 4.1 AVAILABILITY �F LANDS The Owner shall fiirnish, as indicated in the Contract Dacurnents, the lands upon which the Work is to be Perfortned, rights-of-way, easements for access thereto, and such other lands which are designated for the use of contractor. The Owner shall identify any encumbrances or restrictions not oi general application but specifically related ta use of lands so furnished with which contractor will have to comply in performing the Wark. Easements for permanent structures ar permanent changes in existing facilities will be obtained and paid for by the Owner, unless otherwise provided in the Contract Documents. 4.2 INVESTIGATIONS AND REPORTS Reference is made to the Supplementary Conditions and Technical Speciiications fax identification of those reports of investigations and tests of subsurface and latent physical conditians at the site or otherwise affecting cost, progress or performance of the Wark wh�ich have been relied upon by Engineer in prepaxation af the Drawings and Specifications. Such reports are not guaranteed as to accuracy or completeness and are not part o� the Contract Dacuments. Contractor shall pramptly notify the Owner's Representative in writing of any subsurface or latent physical canditions at the site, or in an existing structure, differing rnaterially from those indicat�d or referred to in the Contract Documents. Engineer will promptly review those conditions and advise if further investigation or tests axe necessary. Ow�er or Engineer shall obtain the necessary additi�nal investigations and tests and furnish copies ta the Engineer and Contractor. Tf Engineer finds that the results of such investigatians or tests indicate that there are subsurface ar latent physical conditians, which differ znaterially frorn those, indicated in the cantract Documents, and which could not reasonably have been anticipated by Contractor, a work change or Change Order will be issued incorporating the necessary revisions. 4.3 PHYSICAL CONDITIONS, UNDERGROUND FACILITIES The information and data shown or indicated in the Contract Documents with respect to existing Underground Facilities at or contiguous ta the site is based on information and data furnished to Owner or Engineer by the owners of such Underground Facilities or by others. Unless atherwise expxessly provided in the Contract Documents, Owner and Engineer sha11 not be responsible for the accuracy or campleteness of any such information or data; and the cost of all the following will be included in the Contract Price and contractor shall have full responsibility for: (i) reviewing and checking all such information and data, (ii) locating all Underground Facilities shown or indicated in the Contract Documents, (iii) covrdination of the Work with the owners af such Underground Facilities during construction, and (iv) the safety and protectian of all such Underground Facilities and repairing any damage thereto resulting from the Work. The Contractor is required to call the LOCAL PUSLIC UTTLITY NOTIFICATYON CENTER prior to any excavation per State regulations and to notify any utility awners who are not a member of the LOCAL PUBLIC UTILITY NOTIFICATI�N CENTER prior to any excavation. The LOCAL PUBLIC UTILITY N�TIFICATION CENTER is an agency �or the protection and location of utilities priar to any excavation and contact number is ava.ilable in local telephone directory. SectionIIl Page $ of 46 7/26/2011 , ' ' , � i ' � , � , ' , � � � ' 1 i Section Ill — General Conditions �� Y�I:�.?I�L�1��1P►� %� Engineer shall provide engineering surveys to establish reference paints for canstruction, which in Engineer's judgment are necessary to enable Contractor to proceed with the Work. Contractor shall be responsible for laying out the Work, shall protect and preserve the established reference points and shall make no changes or relocations withaut the prior written approval of the Owner and Engineer. Contractor shall report to Engineer whenever any reference point is lost or destroyed or r�quir�s relocation because af necessary changes in grades or locations, and shall be responsible for the accurate replacement ar relacation af such reference points by a surveyor licensed in the State of Florida. The Contractor is referred to the Technical Specifications for more specific information regarding the provision of construction surveys. If a City survey crew is assigned ta the praject and there is excessive stake replacement caused by negligence of Contractor's forces after initial line and grade have been set, as determined by the Engineer, the Contractor will be charged at the rate of $100.00 per hour. Time shall be computed for actual time an the project. All time shall be computed in ane-haur incr�ments with a minimum charge of one hour. � 5.1 BONDS AND INSURANCE PERFORMANCE AND PAYMENT BOND/CONTRACT BOND Contractor shall furnish a Perfarmance and Payment Bond in an amaunt at least equal to the Contract Price as security for the faithful performance and payment of all Contractor's obligations under the Contract Documents. This bond shall remain in effect at least one year after the date when final payment becomes due, unless a longer period of time is prescribed by laws and regulations or by the Contract Documents. Contractor shall alsa furnish such other Bonds as are required by the Supplementary Conditions. All Bonds shall be in the form prescribed by the Contract Documents and shall be executed by such sureties as are named in the current list of "Companies Holding Certificates af Authority as Acceptable Sureties on Federal Bonds and as Acceptable Reinsuring Cornpanies" as published in Circular S74 (amended) by the Audit Staff, Bureau of Government Financial Operations, U.S. Treasury Department. All bonds signed by an agent must be accompanied by a certified copy of such agents' authority to act. All bonds shall be deemed to contain all of the Conditians of Section 255.05, Flarida Statutes, even if such language is not directly contained within the bond and the Surety shall be licensed and qualified ta do business in the State of Florida. Owner reserves the right to reject any surety. If the Surety on any Band fizrnished by the Contractor is decla.red bankxupt or becomes insolvent or its right to do business is terminated in any state where any part of the Project is located ar it ceases to meet the requirements of these Contract Dacuxnents, the Contractar shall within five days after notice thereof substitute another Sond and surety, both of which must be acceptable to Owner. ��r��ii��.�� Contractor shall purchase and maintain such liability and other insurance as is appropriate for the Work being performed and furnished and as will pravide pratectian fram claims set farth below which may arise out of or result from Contractor's performance and furnishing of the Work and Contractar's other obligations under the Contract Dacuments, whether it is to be performed or furnished by Contractor, and Subcontractor or Supplier, ar by anyone directly ar indirectly employed by any of them to perform or furnish any of the Work, or by anyone for whose acts any of them may be liable for the following: (i) Claims under worker's compensation, disability benefits and other similar employee benefit acts; (ii) Claims far damages because af bodily SectionIII Page 9 of 46 7/26/2011 Section III — General Conditions injury, occupational sickness or disease, or death of Cantractor's employees; (iii) Claims for damages because of bodily injury, sickness or disease, or death of any person other than Contractor's employees; (xv) Claims for damages insured by customary persanal injury liability coverage which are susta.ined by any person as a result of an offense directly or indirectly related to the employment of such person by Contractar, or by any other person far any other reason; (v) Claims for damages, ather than to the Work itself, because of injury to or destruction of tangible properiy wherever located, including loss of use resulting therefrom; and (vi) Claims for damages because of bodily injury or death of any persan or property daxnage arising out of the ownership, maintenance or use of any motor vehicle. The Contractor shall deliver to the Ownex, with copies to each additional insured identified in the Supplementary Conditions, certificates of insurance (and other evidence of insurance requested by the Owner or any other additional insured) which Contractor is required to purchase and maintain in accordance with this paragraph. The palicies of insurance so required by this paragraph to be purchased and maintained shall: (i) include as additional insured (subject to any customary exclusion in respect of professional liability) Owner of Clearwater and any other persons or entities identified in the Supplernentary Conditions, all of whom shall be listed as additional insured, and include coverage for the respective officers and employees of all such additional insures; (ii) include campleted operations insurance; (iii) include contxactual liability insurance covering Contractor's indemnity obligations in Article for Contractor's Responsibilities; (iv) contain a pravisian or endorsement that the coverage afforded will not be canceled, materially changed or renewal refused until at least thirty days prior written notice has been given to the Owner, and Contractor and to each other additional insured identified in the Supplemental Conditions to whom a certificate of insuxance has been issued (and the certificates of insurance furnished by the Contractor as described in this paragraph); (v) remain in effect at least until �ir�al payment and at all times thereafter when Contractax may be carrecting, removing or replacing d�fective Work in accordance with Article for Correction of Defective Work; (vi) with respect ta c�mpleted operations insurance, and any insurance coverage written on a claims-made basis, shall rema�n in effect for at least twa years after final payment. Contractor shall furnish the Owner and each other additional insured identi�ed in the Supplementary Conditions to whom a cert�ficate of insurance has been issued evidence satisfactory to the Owner and any such additional insured, of continuatian of such insurance at final payment and one year thereafter and (vii) Name and telephone number of the autharized insurance agent for the Insurer. The limits of liability for the insurance required shall provide coverage for not less than the following amounts or greater where required by laws and regulations: 5.2.1 WORKER'S COMPENSATION INSURANCE Cantract Award Amount Contract Awaxd Amount Under $1,000,000. $1,000,000. and Over (1) Workexs' Compensation Statutary Statutory (2) Employer's Liability $500,000. $1,OQ0,000. 5.2.2 PUBLIC LIABILITY AND PROPERTY DAMAGE COVERAGE Comprehensive General Liability including Premise/�perations; Explosion, Collapse and Underground Properiy Damage; Products/Completed Operations, Broad Form Contractual, Independent Contractors; Broad Form Praperty Damage; and Personal Injury liabilities: Sectionlll Page lU of 46 7/2b/2011 ' , �� [l � i , 1 ' � 1 � ' �- � � , � i C� ' 1 1 1 , ' 1 � 1 ' Section III — General Conditions Contract Award Amount Contract Award Amount Under $1,000,000. $1,000,000. and Over (1) Bodily Injury: $Sp0,0�0. Each $1,000,000. Each Occurrence �ccurrence $1,000,000. Annual $1,000,�00. Annual Aggregate Aggregate (2) Property Damage: $500,�00. Each $1,000,000. Each Occurrence Occunence $1,000,�00. Annual $1,000,000. Annual Aggregate Aggregate (3) Personal Injury, with $1,000,000. Annual $1,000,000. Annual employment exclusion deleted Aggregate Aggregate 5.2.3 COMPREHENSIVE AUTOMOBILE LIABILITY including all owned (private and athers), hired and non-awrxed vehicl�s: Contract Award Amount Contract Award Amount Under $1,000,000. $1,000,�00. and Over (1) Sodily Injury $500,000. Each Person $1,000,000. Each Person $500,000. Each Accident $1,000,000. Each Accident (2) Property Damage $500,000. Each $1,000,000. Each Occurrence Occurrence , Receipt and acceptance by Owzier of the Contractor's Certificate of Insurance, or other similar document does not constitute acceptance or approval of amaunts or types af coverages, which may be less than required by these Contract Documents. The Owner shall not be responsible for ' purchasing and maintaining any property insurance to pratect the interests of Contractor, Subcontractors or others in the Wark. Owner may at its option require a copy of the Contractor's Insurance Policy(s). All insurance policies required within this Contract Document shall provide ' full coverage frorn the first dallar af expasure unless otherwise stipulated. No deductibles will be accepted without prior approval from Owner. 1 1 ' , ' Longshore and Harbor Worker's Compensation Act: Section 32 of the Act, 33 U.S.C. 932, requires an employer, with emplayees in maritime emplayment, ta secure the payment of benefits under the Act either by insuring with an insurance carrier authorized by the U.S. Department of Labor, ar to be authorized by the U.S. Department of Labor as a self-insurer. Far General Contractars: Section 4(a) of the Act provides that every employer shall be liable for and shall secure the payment to his employees of the compensatian payable under Sections 7, $, and 9 of the Act. In the case of an employer who is a subcontractor, only if such subcontractor fails to secure the payment of cornpensatian shall the contractar be liable for and be required to secure the payment of campensation. SectionIII Fage 11 of 46 7/26/2011 Section TIT — General Conditions 5.3 WAIVER OF RIGHTS The Owner and Contractor intend that all policies purchased in accordance with Article on Insurance will pratect the Owner, Contractor, Subcontractors, Engineer, Engineer's Consultants and all other persons or entities identified in. the Supplementary Conditions to be listed as insured or additianal insuxed in such policies and will provide primary coverage for all losses and damages caused by the perils covered thereby. All such policies shall contain provisions to the effect that in the event of payment of any loss or damage the inswers will have no rights of recovery against any of the insured or additional insured thereunder, the Owner and Contractor waive all rights against each other and their respective o:F�icers, directors, employees and agents for all losses and damages caused by, arising out of or resulting fram any of the perils covered by such policies and any other property in.surance applicable to the work; and, in addition, waive all such rights against Sub-contractors, Engineer, Engineer's Consultants and all other persans ar entities identi�ed in the Supplementary Conditions to be listed as insured or additional insu.red under such policies for losses az�d daxnages so caused. None of the abovE wa�vers shall extend to the rights that any party making such waiver may have to the proceeds of insurance otherwise payable under any policy so issued. In addition, the Owner waives all rights against Contractor, Subcontractors, Engineer, Engineer's Consultant and the of�cers, directors, employees and agents of any af them for: (i) loss due to business interruption, 1�ss of use or other consequential loss extending beyond direct physical loss or damage to the Owner prope�rty or the Work caused by, arising out of or resulting from fire or other peril, whether or not insured by the Owner and; (ii) loss or damage to the completed Project or part thereaf caused by, arising out of or resulting from fire or other insured peril cavered by any property insurance maintained on the completed Project or part therea� by the Owner during partial utilization, after substantial completion ar after final payment. 6 CONTRACTORS RESP�NSIBILITIES fi.1 SUPERVISI�N AND SUPERINTENDENCE Contractor shall supervise, inspect and direct the Work competently and efficiently, devoting such attention thereto and applying such skills and expertise as may be necessary to perform the Work in accordance with the Contract Documents. Contractor shall be solely responsible for the means, methods, techniques, sequences and pracedures of construction. Cantractor shall not be responsible for the negligence of others in the design or specification of a specific means, method, technique, sequence or procedure of canstructian which is shown or indicated in and expressly required by the Contract Docuxx�ents. Cantractar shall be responsible ta see that the completed work complies accurately with the Contract Documents. Contractor shall keep on the work at all times during its progress a competent resident superintendent, who shall not be replaced without notice to the Owner's Representative except under extraordinary circumstances. The superintendent will be Contractor's representative at the site and shall have authority to act on behalf of Contractar. All co�unications to the superintendent shall be as binding as if given to Contractor. The Contractor's superintendent shall keep a mobil� cell phone on his person so he can be cantacted whenever necessary. Cantractor shall employ only competent persons to do the work and whenever the Owner's Representative shall notify Contractor, in wziting, that any person on the work appears ta be incompetent, unfaithful, disorderly, or otherwise unsatisfactory, such person shall be rernaved SectionIlI Page 12 of 46 7/26/2011 1 � ' ' ' 1 ' C� � ' 1 ' ' 1 ' 1 ' 1 1 �� 1 1 1 1 , ' , 1 1 ' 1 1 ' Section III — General Conditions from the project and shall not again be employed on it except with the written consent of the Owner's RepresEntative. Contractor shall reimburse Owner for additional engineering and inspection costs incurred as a result of avertime work in excess of the regulaz warking hours or on the Owner normally approved holidays. At such times when Inspector overtime is required, the Contractor shall sign an overtime slip documenting such hours and the Contractor shall be provided a copy for his records. At the end of the project and prior to payment of withheld retainage funds, the Contractor shall deliver to the Owner a check ma.de out to the Owner of Clearwater for full reimbursement of all Inspector overtime hours. Withheld retainage shall not be released until the Owner has received this check. Minimum number of chargeable hours for inspection costs on weekends or holidays shall be four hours. The cost of avertime inspection per hour shall be $60.00 per hour. Contractor shall provide and maintain in a neat and sanitary canditian, such sanitary accommodations for the use of Contractar's employees as may be necessary to comply with the requirements of Laws and Regulations and the Engineer. G.2 LABOR, MATERIALS AND EQUIPMENT Contractor shall provide competent, suitably quali�ed personnel ta survey, lay out and construct the wark as required by the Contract Documents. Contractor shall at all times maintain good discipline and order at the site. Except as atherwise required far the safety or protection of persons or the work or property at the site or adjacent thereto, and except as otherwise indicated in the Contract Dacuments, all work at the site shall be performed during regular working haurs and Contractor will not permit overtirne work or the perfarmance of work on Saturday, Sunday, or any legal holiday without the Owner consent given after prior notice ta Engineer. Unless otherwise specified in the General Requirements, Contractor shall furnish and assume full responsibility for all materials, equipment, labar, transpartation, construction equipment and machinery, tools, appliances, fue1, power, light, heat, telephone, water, sanitaay facilities, temporary facilities, and all ather facilities and incidentals necessary for the furnishing, performance, testing, start-up and carnpletion of the Work. A11 materials and equipment installed in the Work shall be of goad quality and new, except as otherwise provided in the Contract Documents. If required by Engineer, Contractors shall furnish satisfactary evidence (including reports of required tests) as to the quality of materials and equipm.ent. The Contractor shall provide suitable and secure storage for all materials to be used in the Work so that their quality shall not be impaired or injured. Materials that are irnproperly stored, rnay be rejected by the Engineer without testing. All materials and equipment shall be applied, installed, connected, erected, used, cleaned a�nd ' conditioned in accordance with the instructians of the applicable rnanufacturer, fabricator, supplier, or distributar, except as otherwise provided in the Contract Documents. 1 1 , 1 The City of Clearwater, at its sole discretian, reserves the right to purchase major equipment to be incorporated into the WORK under the Owner Direct Purchase (ODP) Option, if indicated in the Contract Documents. In such event, the Contractor shall cooperate and assist the �wner of Clearwater, at no additional cost, ta implement the ODP documents and procedures. SectionlII Page 13 of 46 7/26/2011 Section III — General Conditions S.3 SUBSTITUTES AND "OR EQUAL" ITEMS Whenever an item of material or equipment is specified or described in the Contract Dacuments by using the name of a proprietary item or the name of a particular Supplier, the specification ar description is intended to establish the type, function and quality required. Unless the specificatian or description contains or is fallawed by words reading that no like, equivalent or "ar equal" item or no substitution is pernutted, other items of material or equipment or material ar equipment of other Suppliers may be accepted by Engineer. If in Engineer's sole discretion an item af material ox equipment proposed by Contractor is functionally equal to that named and sufficiently similar so that no change in related Work will be required, it may be considered by Engineer for approval. If in the Engineer's sole discretion an item of material or equipment proposed by Contractor does nat qualify as an"or equal" item, it may be considered as a prapased substitute item. Contractor shall submit sufficient informatian as xequired by the Engineer to allow the Engineer to determine that the zte�n of material or equipn�ent propased is essentially equivalent to that named and is an acceptable substitute therefore. Request for review of proposed substitute and "or equal" will be not be accepted by Engineer from anyone ather than Contractor. Request for substitute and "or equal" xtems by Contractor must be submitted in writing to Owner's Representative and will contain all information as Engineer deems necessary to make a determination. All data provided by Contractor in support of any proposed substitute or "or equal" it�m will be at Contractor's expense. Engineer will be allowed a reasonable time to evaluate each propasal or submittal made per this paragraph. Engineer will be sale judge of acceptability. 6.4 RESPONSIBILITY F�R SUBCONTRACTORS, SUPPLIERS AND OTHERS Contractar shall be fully responsible to Owner and Engineer for all acts and omissions of the Subcontractars, Suppliers and other persons perfornung or furnishing any of the work under a direct or indirect contract with Contractor just as Contractor is responsible for Contractor's own acts and omissions. Nothing in the Contract Docurnents shall create for the benefit a� any such Subcantractor, Supplier or ather persan any contractual relationship between Owner or Engineer and any Subcontractor, Supplier or other person, nor shall it create any obligation on the part of Owner or Engineer to pay or to see to the payment of any maneys due any such Subcontractar, Supplier or other person. Cantractor sha11 be solely responsible for scheduling and coordinating the work of Subcontractors, Suppliers and other persons performing or furnishing any af the work under a direct or indirect contract with Contractor. Contractor shall require all Subcontractors, Suppliers and such other persans performing or furnishing any af the work to cornmunicate with the Engineer through Contractor. The divisions and sections of the Specifications and ihe identifications of any Drawings shall not control Cantractor in dividing the work among Subcontractors or Suppliers or delineating the wark ta be performed by any specific trade. All work performed for Coniractor by a Subcontractor or Supplier will be pursuant ta an appropriate agreernent between Coniractor and the Subcontractar or Supplier which specifically binds the Subcontractor or Supplier to the applicable terms and conditions of the Contract Documents for the benefit of Owner and Engineer. SectionIII Page 14 of 46 7/26/2011 1 1 1 ' 1 ' ' 1 � �� , 1 ' � ' ' 1 1 ' 1 Section lII — General Conditions ' Contractor shall not pay or employ any Subconiractor, Supplier or other person or organization whether initially or as a substitute, against vvhorn �wner or Engineer may have reasonable ob�ection. Contractor shall nat be required to employ any Subcontractor, Supplier ar other person ' or organization to furnish or perform any of the work against whom Contractor has reasonable objection. � 1 ' �J ' ' LJ ' 1 , ' 1 ' , ' Owner or Engineer will not undertake to settle any differences between Contractor and his Subcantractors or between Subcontractors. 6.5 USE OF PREMISES Contractor shall canfine construction equipment, the storage of materials and equipment and the operations of works to the site and larxd areas identified in and permitted by the Contract Documents on other land areas permitted by Laws and Regulations, right-af-way, permits and easements, and shall not unreasonably encumber the premises with construction equipment or other materials or equipment. Contractar shall assume full responsibility for any damage to any such land or area, or to the owner or occupant thereaf or af any adjacent land or areas, resulting from the performance of the Work. Shauld any claim be made by any such owner or occupant because af the performance of the Work, Coniractor shall pramptly settle with such ather party by negotiation or otherwise resolve the claim by arbitration or other dispute resolution proceed in or at law. Contractor shall, to the fullest extent permitted by Laws and Regulations, indemnify and hold harmless Owner, Engineer, Engineer's Consultant and their officials, directors, employees and agents from and against all claims, costs, losses and damages arising out of or resulting fram any clairn or action, legal or equitable, brought by any such owner ar occupant against Owner, Engineer or any other party indemnified hereunder to the extent caused by or based upon Contractor's performance of the Work. During the progress of the Wark, Contractar shall keep the premises free from accumulations of waste materials, rubbish and other debris resulting from the Work. At the compl�tiori of the Wark or at intervals established by the Engineer, Contractor shall remove all waste rnaterials, rubbish and debris from and about the premises as well as all tools, appliances, construction equipment and machinery and surplus materials. Contractor shall restore to original condition all praperty not designated for alteration by the Contract Documents. 6.5.1 STAGING AREAS The Contactor shall obtain and deliver ta the City written permission for the use of all staging and storage azeas outside of the Limits of Construction. 6.5.2 RESTORATION TIME LIMITS The timely restoratian of all impacted areas, especially right-of-ways, is very important to the Citizens of Clearwater; therefore these time limits are imposed: • Debris piles shall be removed within five (5) cansecutive calendar days. • Concrete driveways and sidewalks shall be replaced within ten (10) consecutive calendar days of removal. Resident access shall be maintained at all tirnes. � All arterial and collector roadways shall be restored ASAP. • Local streets and asphalt driveways shall be restored as soon as a sufficient quantity is generated, however, this is never to exceed fifteen (15) cons�cutive calendar days. Local and resident access shall be maintained at all tunes. SectionTll Page 1 S of 46 7/26/2011 1 5ection III — General Conditions • Sod must be restored with ten (10) cansecutive calendar days of a successful pipe pressure test. It must be watered for a period of thirty (30) days after it is placed. Erosion contral and dust control of denuded areas must be maintained at all times. If the project or a portion of it does not involve right-of ways, then a different schedule of sod xestoration may be cansidered. 6.6 LICENSE AND PATENT FEES, ROYALTIES AND TAXES Contractor shall pay all license fees and royalties and assume all casts incident to the use in the performance af the work or the incorporation in the Wark of any invention, design, pracess, product or device which is the subject of patent rights or copyrights held by athers. If a particular invention, design, process, product or device is specified in the Cantract Documents for use in the performance of the work and xf to the actual knowledge of Owner or Engineer its use is subject to patent rights or copyrights calling for the payment af any license fee ar royalty to others, the existence of such rights shall be disclosed by Owner or Engineer in the Contract Documents. To the fitllest extent permitted by Laws and Regulatians, Contractor shall indemnify and hald harmless Owner, Engineer, Engineer's Consultants and the afficers, directors, employees, agents and other consultants of each and any af them from and against all claims, costs, losses and damages arising out of or resulting from any infringement of patent rights or capyrights incident to the use in the performance of the Wark or resulting from the incorporation in the Work of any inventian, design, process, product or device not specified in the Contract Documents, and shall defend all such claims in connection with any alleged infringement of such rights. Contractar shall pay all sales, consumer, use and other taxes required to be paid by Contractor in accordance with the Laws and Regulations of the State af Florida and other governmental agencies, which are applicable during the performance of the work. fi.7 LAWS AND REGULATIQNS Contractor shall give all notices and comply wxth all Laws and Regulations applicable to furnishing and performance of the Work. Except where otherwise expressly required by applicable Laws and Regulations, neither Owner nor Owner's Representative shall be responsible for monitoring Contractor's compliance with any Laws or Regulations. If Contractar perfortns any wark knowing or having reason to know that it is contrary to Laws or Regulations, Contractor shall bear all claims, costs, lasses and damages caused by or arising out of such work: howevEr, it shall not be Contractor's primary responsibility to make certain that tk�e Specifications and Drawings are in accordance with Laws and Regulations, but this shall not relieve Contractor of Cont�ractor's obligations to the Owner to report and resolve discrepancies as described above. When City projects include Federal or 5tate funding, the requirements of Executive Order 11-02 shall be adhered to utilizing the Homeland Security E-Verify System to verify employment eligibility. ,:�E:�»:��'ilti�� Unless otherwise provided in the SupplemEntary Conditions, Contractor shall obtain and pay for all construction pertnits and licenses. The Owner shall assist Contractor, when necessary, in obtaining such pernuts and licenses. Contractor shall pay all governmental charges and inspection fees necessary for the prosecution of the Work, which are applicable at the time of 5ectionTll Page 16 of 46 7/26/2011 ' 1 , ' 1 1 1 lJ ' � � ' 1 1 ' 1 1 , 1 ' Section IIT — General Conditions � opening of Bids. Contractor shall pay all charges of utility owners for connections to the work, and the Owner shall pay all charges of such utility owners for capital costs related thereto such as plant investment fees. 1 1 LJ , 1 , 1 1 ' ' 1 1 , ' 1 1 LJ Unless otherwise stated in the Cantract Documents, Owner of Clearwater Building Permit Fees will be waived. S.9 SAFETY AND PROTECTION Contractar shall be responsible for initiating, maintaining and supervising all safety precautions and programs in connection with the Work. Coniractor shall take all necessary precautions for the safety of, and shall provide the necessary protection to prevent damage, injury or loss ta: (i) all persons on the work site or who may be affected by the work, (ii) all the Work and materials and equipment to be incorporated therein, whether in storage on or off th� site; and (iii) other property at the site or adjacent thereto, including trees, shrubs, lawns, walks, pavements, roadways, structures, utilities and Underground Facilities not designated for removal, relocation or replacement in the course of construction. In the event of temporary suspension of the work, or during inclement weather, ar whenever Owner's Representative may direct; Contractor shall, and shall cause Subcontractors, to protect carefully the Work and materials against damage or injury from the weather. If, in the opinion of the Owner's Representative, any portion of Work or materials shall have been damaged or injured by reason of failure on the part af the Contractor or any Subcontractazs to so protect the Work, such Work and materials shall be removed and replaced at the expense of Contractor. The Contractor shall initiate and maintain an accident prevention program which shall include, but shall not be limited ta the establishment and supervision of prograrns for the �ducation and training of employees in the recognition, avoidance and prevention af unsafe canditions and acts. Contractor shall provide tirst aid services and medical care to his employees. The Contractor shall develop and maintain an effective fire protection and prevention program and good housekeeping practices at the site of contract performance throughout all phases of construction, repair, alteration or demolition. Contractor shall require appropriate personal protective equipment in all operations where there is exposure to hazardous conditians. The Engineer may arder that the work stop if a condition of immediate danger ta the Owner's employees, equipment or if property damage exists. This provision shall not shift responsibility or risk of loss for injuries of damage sustained from the Contractor to Owner, and the Contractar shall remain solely responsible for compliance with all safety requirements and far the safety of all persons and properiy at the site af Contract performance. The Cantractor shall instruct his employees required to handle or use toxic materials ar ather harmful substances regarding their safe handling and use. The Contractor shall take the necessary precautions to pratect pedestrians and motarists from harm, and to prevent disnxptions of such traffic due to construction activity. Contractor shall comply with all applicable Laws and Regulations of any public body having jurisdiction for safety of persons or property and to protect them from damage, injury ox loss; and shall erect and maintain all nECessary safeguards far such safety and protection. Contractor shall notify owners af adjacent property and af Underground Facilities and utility owners when prosecution oF the work may affect them, and shall cooperate with them in the protection, removal, relocation and replacement of their property. All daxnage, injury or loss to any property caused, directly or indirectly, in whale or part, by Contractor, any Subcontractor, Supplier ar any other person or organization directly or indirectly employed by any of them to perform or furnish any of the work or anyane for whose acts any of them may be liabl�, shall be remedied by Contractor. Contractor's duties and responsibilities for safety and for protection of the Work shall SectionIII Fage 17 of 46 7/26/2011 Section T1I — General Conditions continue until such time as all the Work is campleted and Engineer has issued a notice to Owner and Cantractor that the Work is acceptable. 6.1Q EMERGENCIES In emergencies affecting the safety or protection of persons ar the Wark or property at the site or adjacent thereto, Contractor, with or without special instruction or authorization from Owner or the Owner's Representative, is obligated to act to prevent darnage, injury or loss. Contractor shall give Engineer prompt written notice if Cantractor believes that any significant changes in the Work or variations from the Contract Documents have been caused thereby. If the Owner's Representative deterrnines that a change in the Contract Documents is required because of the action taken by Contractor in response to such an emergency, a Work Change Directive or Change Order will be issued to document the consequences of such action. G.11 DRAWINGS 6.11.1 SHOP DRAWINGS, SAMPLES, RFIs, and SUBMITTAL REVIEW Contractor shall submit Shop Drawings to Engineer �or review and approval as called for in the Technical Specifications or required by the Engineer. The data shown on the Shop Drawings will be complete with respect to quantities, dimensions, specified performance and design criteria, materials and similar data to show Engineer the materials and equipment Contractor prapases to provide and to enable Engineer to review the information. Contractor shall also submit Samples to Engineex for review and approval. Befare submitting each Shop Drawing or Sample, Contractor shall have determined and verified: (i) all field measurements, quantities, dimensions, specified performance criteria, installation requirements, inaterials, catalog numbers and similar infozmation with respect thereto, (ii) all materials with respect to intended use, fabrication, shipping, handling, storage, assembly and installatian pertaining ta the performance of the Work, and (iii) all infarmation relative to Cantractor's sole responsibilities in respect to means, methods, techniques, sequences and procedures of construction and safety precautions and programs incident thereto. Contractor shall also have reviewed and coordinated each Shap Drawing or Sample with other Shop Drawings and Samples with the requirements of the Work and the Contract Docuxnents. Each subrnittal will bear a stamp or specific writter� indication that Contractar has satisfied Contractor's obligations under the Cantract Documents with respect to Contractor's review and approval of that submittal. At the time of submission, Contractor shall give Engineer specific written notice of such variations, if any, that the Shop Drawing or Sample subrnitted may have from the requirernents of the Contract Docurnents, such notice to be in a written communicatian separate from the submittal; and, in addition, shall cause a specific notation to be znade on each Shop Drawing and Saanple submitted to Engineer for review and appraval of each such variation. The Contractor shall maintain a submittal log as mentioned in Article 2.5. The Engineer and Construction Services Department shall receive updated copies at each progress meeting, and the Engineer shall respand to each submittal within twenty-one (21) consecutive calendar days. The Contractor shall maintain a request for information (RFI) log as mentioned in Article 2.5. The Engineer and Constructian Services Department shall receive updated copies at each pragress meeting, and the Engineer shall respond to each RFI within t�venty-one (21) consecutive calendar days. The untimely submission of Submittal ar RFIs shall nat be grounds %r a delay claim from the Contractor. SectionIII Page 18 of 46 7/26/201 ] 1 i 1 ' 1 LJ � ' ' 1 ' ' � 1 1 ' ' �1 1 �� 1 1 LJ , LJ 1 �l� 1 , 1 1 ' Section III — General Conditions Engineer's review and approval of Shop Drawings an�. Samples will be only ta determine if the items covered by the submittals will, after installatian or incorporation in the Work, conform ta the informatian given in the Contract Documents and be compatible with the design concept of the cornpl�ted Project as a functioning whole as indicated the Contract Docuxnents. Engineer's review and approval will not extend to means, methods, techniques, sequences ar pracedures of construction (except where a particular means method, technique, sequence or procedure of construction is specifically and expressly called far by the Contract Documents) or to safety precautions ar pragrams incident thereto. The review and approval of a separate item as such will not indicate approval of the assembly in which the item functions. Cantractor shall make corrections requixed by Engineer, and shall return the required number of carrected copies of Shop Drawings and submit as r�quired new Samples for revievv and approval. Contractor shall direct specific attention in writing ta revisions other than the corrections called for by Engineer on previous submittals. Engineer's review and approval of Shop Drawings or Samples shall not relieve Contractox from responsibility for any variation fram the requirements of the Cantract Documents unless Contractor has in writing called Engineer's attention to each such variatian at the time of submission and Engineer has given written approval of each such variation by specific written notation thereof incorporated in or accompanying the Shop Drawing or Sample approval; nor will any approval by the Engineer relieve the Contractor from responsibility for complying with the requirements of paragraph abov� discussing field measurements by the Contractor. Contractor shall furnish required submitials with complete infarznation and accuracy in oxder to achieve required approval of an item within two (2) submittals. Owner's Representative reserves the right to backcharge Contractor, for Engineer's costs far resubmittals that account for a number greater than twenty percent (20%) of th� total number of first time submittals. Owner's Representative reserves the right to backcharge Contractor far all third submittals. The nurnber of first time submittals shall be equal to the number of submittals agreed to by Engineer and Contractor. All costs to Engineer involved with subsequent submittal af Shap Drawings, Samples or other items requiring approval will be backcharged to Contractor at the rate af 3.0 times direct technical labor cast by deducting such costs from payments due Contractor far Work completed. In the event that Contractar requests a substitution for a previously approved item, all of Engineer's casts in the reviewing and approval of the substitution will be backcharged to Contractor, unless the need for such substitution is beyond the contral of Contractor. 6.11.2 AS-BUILT DRAWINGS ' The Contractar shall keep and maintain one set of blueprints, As-Built Drawings, in good order and legible condition to be continuously rnariced-up at the job site. The Contractor shall mark and annotate neatly and clearly all project conditions, locations, configurations and any other changes ' ar deviations which may vary from the details represented on the ariginal Contract Plans, including revisions made necessary by Addenda, Shap Drawings, and Change Orders during the construction process. The Cantractor sha11 record the horizontal and vertical locations, in the � plan and profile, of all buried utilities that differ from the locations indicated or which were not indicated on the Contract Plans and buried (or concealed), construction and utility features which are revealed during the construction period. , r �--, u 1 The As-Built Drawings shall be available for inspectian by the Engineer, Engineer's Consultant, and the Owner's Representative at all times during the progress af the Project. SectionIII Page 19 of 46 7/26/2011 Section ITI — General Conditions The As-Suilt Drawings shall be reviewed by the Owner's Representative, or his designee, for accuracy and compliance with the requirements of "As-Built Drawings" prior to submittal of the monthly pay requests. The pay requests shall be rejected if the marked-up blueline prints do not conform to the "As-Built Drawings" requirennents. As-Built Drawings shall be submitted to the Owner Inspector for approval upon completion of the praject and priar to acceptance of final pay request. Final pay request shall not be processed until As-Built Drawings have been reviewed by the Engineer or the Engineer's Consultant for accuracy and completeness. Prior to placing new potable water mains in service, the Contractor shall provide the Engineer intersection drawings, as specified far the water mains. The Owner's acceptance of the "As-Built Drawings" daes nat relieve t�e Contractor of the sole responsibility for the accuracy and completeness of the As-Built Drawings. 6.11.2.1 General The Contractor sk�all prepaze an "AS-BUTLT SURVEY" per chapter SJ-17.052, Florida Administrative Code (see de�nitian below), signed and sealed by a Florida registered land surveyor. The contractar will deliver to the Ow�ne� twa hard copies af signed and sealed As-Built Drawings and an AutoCAD file. SJ-X 7.050 Definition: (10)(a) As-Built Survey: a survey performed to obtazn horzzontal and/or vertical dimensional data so that constructed impravements may be located and delineated: also know as Record Survey. This survey shall be clearly titled "As-Built Survey" and shall be signed and sealed by a Florida registered land surveyor. The survey must be delivered to the Owner of Clearwatex Construction Division upon substantial completion of the project. If this condition is not rnet, the Owner wi11 procure the services af a Professional Surveyor and Mapper registered in the State of Florida and will back charge the contractor a fee of $1,800 per day or any portion thereof to provide the Owner with the required As-Built Survey. 6.11.2.2 Sanitary and Storm Sewer Piping Systems 1. Manholes and inlets shall be located by survey coordinates (northing, easting and elevatian) based on the approved horizontal and vertical datum or utilize the stationing supplied on the construction plans. New sanitary service connections and replaced sanitary service connectians shall be dimensioned to the nearest downstream manhole. All manholes, cleanouts and catch basin invert and rim elevations, manhole and catch basin dirnensions, pipe sizes, and pipe material shall also be noted on the plan view and also on the profile if one exists. 2. Pipe materials and areas of special constxuction sha11 be noted. 6.11.2.3 Pressure Pipe construction (Water, Reclaimed Water, Forcemain) All pipes shall be located by survey coordinates (northing, easting and elevation) based on the approved horizontal and vertical datum ar utilize the statianing supplied on the construction plans. Coordinates shall be at all pipe bends, tees, valves, reducers, and deflections. Also all new and replaced service connections for potable and reclaimed water will be located as described above. Additionally there must be survey coordinates no further than 100 feet apart on linear type constxuction and shall denote top of pipe elevation at those paints. SectionIII Fage 20 of 46 7/26/2011 , , � � ' 1 , 1 r 1 ' ' , C� 1 � � r 1 1 L _J ' ' ' , 1 � � , ' 1 � r ' 1 , r 1 Section III — General Conditions 6.11.2.4 Electrical and Control Wiring The as-built drawings shall include all changes to the original Cantract Plans. The as-built drawings shall also include the size, color, and number of wires and conduit. For projects where this information is too valurninous to be contained on the blueline prints, the Contractar sha11 prepare supplemental drawings, on same size sheets as the blueline prints, showing the additional conduit runs, 1-line diagrams, ladder diagrams, and other information. The wiring schematic diagrams shall show ternunation location and wiring identification at each point on the ladder diagram. 6.11.2.5 Horizontal and Vertical Control The As-Built survey shall be based on the original datum used for the construction design plans ar if required by the Owner the datum shall be referenced to the North American Datum of 19$3/90 (horizontal) and the North American Vertical Datum of 1988. The unit of ineasurement shall be the United States Foot. Any deviation or use af any ather datum, (horizantal and or vertical), must be approved by the Owner of Clearwater Engineering Departrnent. 6.11.2.6 5tandards The As-Built survey shall meet the Minimum Technical Standards per Chapter SJ-17 and the Clearwater CAD STANDARDS set forth below. In addition ta locating all improvennents that pertain ta the as-built survey it is the requirement of the Owner to have minimum location �oints at every change in direction and no more than 100 feet apart on all pressure pipes. 6.11.2.7 Other The As-Built drawings shall reflect any differences frozn the oxiginal Contract 1'lans, in the same level of detail and units of dimensions as the Plans. fi.11.3 CAD STANDARDS 6.11.3.1 Layer Naming 6.11.3.1.1 Prefixes and Suffixes DI prefix denotes digitized or scanned entities EP prefix denotes existing points - field collected EX prefix denotes existing entities - line wark and symbols PR prefix denotes proposed entities - line work and symbols FU prefix denotes future entities (proposed but not part of this contract) - line wark and symbols TX suffix denotes text — use for all text, no matter the prefix 6.11.3.1.2 GAS ELEC PHONE 5ectionIII :r Naming Definitions: gas lines and appurtenances power lines and appurtenances telephone lines and appurtenances Page 21 of 46 7/26/2011 Section IIl -- General Conditions CABLE cable TV �ines and appurtenances BOC curbs WALK sidewalk WATER water lines and appurtenances, sprinklers STORM storm lines and appurtenances TREES trees, bushes, planters SANITARY sanit�.ry lines and appurtenances FENCE all fences BLDG buildings, sheds, finished floor elevation DRIVE driveways EOP edge of pavement without curbs TRAFFIC signal poles, cantrol boxes TOPBANK top of bank TOESLOPE tae af slape TOPBERM top of berm TOEBERM toe af berm SEAWALL seawall C�NCSLAB concrete slabs WALL walls, except seawall SHORE shoreline, water elevatian CL centerline of road CLD centerline af ditch CLS centerline of swale CORNER praperty corners, monumentation BENCH benchmark, ternporary benchmarks Other layers may be created as required, using above format. 6.11.3.2 Layer Properties All layers will use staz�dard AutoCAD linetypes, bylayer. All layers will use standard AutoCAD colors, bylayer. All text will use standard AutoCAD fonts. 6.11.3.3 Text S#yles Text style for EX layers will use the simplex font, oblique angle of 0°, and a text height of .00$ times the plot scale. 5ectionIII Page 22 of 46 7/26/2011 � � L� ' ' 1 L_J 1 1 , 1 , ' C_ 1 , , 1 �� r r Section III — General Conditions Text style for PR and FU layers will use the simplex font, oblique angle of 22.5°, and a text height of .010 times the plot scale. fi.11.4 DELIVERABLES: The as-built survey shall be produced on bond material, 24" x 36" at a scale of 1"=20' unless approved atherwise. The consultant shall deliver all drawing files in digital format. Acceptable file farmats include: DWG, of a shape file. Please address any questions regarding format to Mr. Tam Mahony, at (727) 552-4762 or e-mail address Thomas.Mahon m Clearwater.corn. 6.12 CONTRACTOR'S GENERAL WARR.ANTY AND GUARANTEE Contractor warrants and guarantees to Owner, Engineer arad Engineer's Consultants that all Work will be in accordance with the Contract Documents and will not be defective. Contractor's warranty and guarantee hereunder includes defects or damage caused by abuse, vandalism, modiiicatian or operation by persons other than Contractor, Subcontractors or Suppliers. Until the acceptance of the Work by the Owner, the Work shall be under the charge and care of the Contractor, and he shall take every necessary precaution against injury or damage to any part thereaf by action of the elements, or frarn any other cause whatsoever, arising fram the execution or non-execution af the Work. The Contractor shall rebuild, repair and make good, at his own expense, all injuries or daxnages ta any portion of the Work occasioned by any cause before its completian and final acceptance by the Owner. In addition, "the Contractor shall remedy any defects in the work at his own expense and pay for any darnage to ather work resulting therefrom which appear within a period of one year from the date of final acceptance". Contractor's warranty and guarantee hereunder excludes improper maintenance and operation by Owner's employees and normal wear and tear under normal usage for any portian of the Work, which has been partially accepted by the Owner far aperation prior to final acceptance by the Owner. Contractor's obligation to perform and complete the Work in accordance with the Contract Documents shall be absalut�. None af the following will constitute an acceptance of Work that is not in accoxdance with the Contract Documents or a release of Contractor's obligation to perform the Work in accordance with the Contract Documents: (i) abservations by Owner's Representative, (ii) recommendation of any pragress or final payment by Owner's Representative, (iii) the issuance of a certificate of Substantial Completion ar any payment by the Owner to contractor under the Contract Documents, (iv) use or occupancy of the Work or any part thereof by Owner, (v) any acceptance by Owner or any failure to do so, (vi) any review and approval of a Shop Drawing or Sample submittal or the issuance of a notice af Acceptance by the Engineer. G.13 CONTINUING THE WORK Contractor shall carry on the work and adhere to the pragress schedule during all disputes ar � disagreements with the Owner. No work shall be delayed or postponed pending resalution of any disputes or disagrEements, except as the �wner or Contractor may atherwise agree in writing. � L r-, LI � �_.J 6.14 INDEMNIFICATION Contractor shall indemnify and hold harmless Owner, Engineer, Engineer's Consultants and the officers, directors, employees, agents and ather consultants af each and any of them from and against all claims, costs, losses and damages (including but not limited to all fees and charges of SectionIII Page 23 of 46 7/26/2011 Section 111— General Conditions engineers, azchitects, attorneys and other professionals and all court or arbitration ar other dispute resalution casts) caused by, arising out of or resulting from the performance oi the Work, provided that any such claim, cost, loss or daxnage: (i) is attributable to bodily injury, sickness, disease or death, or to injury to or destructian of tangible properiy (other than the work itsel�, including the loss of use resulting therefrom, and (ii) is caused in whole or in part by any negligent act or omission of Contractor, any Subcontractor, any Supplier, any person directly or indirectly employed by any of them to perform or furnish any of the Work, ar anyone for whose acts any of them may be liable, regardless of whether or not caused in part by any negligence or omission of a person or entity indemnified hereunder or whether liability is imposed upon such indemnified party by Laws and Regulations regardless of the negligence of any such persan. Tf, through acts of neglect on the part of Contractor, any other Contractor or any Subcontractor shall suffer loss or damage on the work, Contractor shall settle with such other Contractor or Subcontractor by agreement or arbitration if such other Contractor or Subcontractor will so settle. If such ather Contractor or Subcantractor shall assert any claim against the Ownez on such account of any damage alleged ta have beer� sustained, the Owner shall notify Contractor, who shall indemnify and save harmless the Owner against any such claim. Tn any and all claims against Owner or Engineer or any of their respective consultants, agents, officers, directors, or employees by any employee (or the survivor or personal representative of such employee) of Contractor, any Subcontractor, any Supplier, any person directly or indirectly employed by a�y of them to perform or furnish any of the work, or anyane for whose acts any of them may be liable, the indemnification obligation under this paragraph shall not be limited in any way by any limitation on the arnount or type of daznages, compensation ar bene�ts payable by or far Contractor or any such Sub-contractar, Supplier or other person or organization under workers' compensation acts, disability benefit acts or ather employee benefit acts. The indemnification obligations of Cantractor under this paragraph shall not extend to the liability of Engineer and Engineer's Consultants, officers, directors, emplayees, or agents caused by the professional negligence, errors or omissions of any of them. 6.15 CHANGES IN COMPANY CONTACT INFORMATI�N Contractor shall notify Owner by US mail addressed to the City Engineer oi any changes in company contact information. This includes: contact phone, address, project manager, email addresses, etc. 7 OTHER WORK 7.1 RELATED WORK AT SITE The City reserves the right to have its own farces enter the construction site at any time and perform work as necessary in order to perform infrastructure repair or rnaintenance, whether related to the project or not. The Contractor will allow complete access to all utility owners for these purpases. The City may have its own forces perform new work related to the project, however, this work will be identified in the Contract Scope of Work and coordination will be such that this activity is dez�oted in the Contractor's CPM Schedule sa as nat to cause any delays or interference with the Contractor's work or schedule. SectionIII Page 24 of 46 7/26/20] 1 1 r � r� �__, , ' � ' 1 ' � 1 1 1 1 � ' ' 1 1 r 1 1 ' J 1 ' 1 C� I � �J Section lII — General Conditions F��I�I�7:� �71:/_� �L�7�1 If the Owner contracts with others for the performance of other work on the Project at the site, the following will be set forth in the Scope af Work: (i) the person who will have authority and responsibility for coardination of the activities among the va.rious prime contractors will be identified; (ii) the specific matters to be covered by such authority and responsibility will be itemized; and (iii) the extent of such authority and responsibilities will be provided. Unless otherwise provided in the Supplementary Conditions, the Owner shall have sale authority and responsibility in respect of such coordination. ��7�1��7��T=�T�i7 Except as otherwise provided in these General Conditions, the Ownex shall issue all communications from the Owner ta the Cantractor through Owner's Representative. The Owner shall furnish the data required of the Owner under the Contract Documents promptly and shall make payments to Contractor promptly when they ar� due as provided in these General Conditions. The Owner is obligated to execute Change Orders as indicated in the Article on Changes In The Worl�. The Owner's responsibility in respect of certain inspections, tests, and approvals is set forth in the Article an Tests and Inspections. In connection with the Owner's right to stop work or suspend work, see the Article an Engineer may Stap the Work. The Article on Suspension of Wark and Termination deals with the Owner's right to terminate services of Contractor under certain circumstances. Owner shall not supervise, direct or have control or authority over, nor be responsible for, Contractor's means, methads, techniques, sequences or procedures of construction or the safety precautions and programs incident thereto, ar for any failure of Contractor to comply with Laws and Regulations applicable to t1�e furnishing or performance of the Work. The Owner will not be respansible far Contractor's failure to perform or furnish the Work in accardance with the Contract Documents. 9 OWNER REPRESENTATIVE'S STATUS DURING I CONSTRUCTION C� 1 1 C] � � u 9.1 �WNERS REPRESENTATIVE Dependant of the project type, the Owner's Representative during the construction period will either be the Canstruction Manager, the Engineer, or a designee of the Project's Owner. The duties, responsibilities and the limitations of authority of Own�r's Representative during constzuction are set forth in the Contract Documents and shall not be extended withaut written consent of Owner and Engineer. �li'��l ��1:� I�[a�r �[�] ► F-�1i111ir��l:��s�� C�1i I+� Engineer will issue with reasonable promptness such written clarifications or interpretations of the requirements of the Cantract Documents regarding design issues only, in the farm af Submittal responses, RFI responses, Drawings or otherwise, as Engineer may determine necessary, which shall be consistent with the intent of and reasonably inferable from Contract SectionlIl Page 25 of 46 7/26/2011 Section III — General Conditions Documents. All other clarifications and interpretations of the Contract Docurnents shall be issued form the �wner's Representative. Such written clarifications and interpretations will be binding on the Owner and Contractor. If Cantractar believes that a written clarification or inteipretation justifies an adjustment in the Contract Frice or the Contract Time and the parties are unable to agree to the amount or extent thereof, if any, Contractor may make a written claim therefore as provided in the A.rticles for Change of Work and Change of Contract Time. 9.3 REJECTING OF DEFECTIVE WORK The Owner's Representative or the Engineer will have authority to disapprove or reject Work which Owner's Representative or the Engineer believes to be defective, or that Owner's Representative or the Engineer believes will not produce a completed Project that conforms to the Contract Documents or that will prejudice the integrity of the design concept of the completed Project as a functioning whole as indicated by the Contract Docurnents. The Owner's Representative ar the Engineer will also have authority to require special inspection ar testing of the Work whether or not the Work is fabricated, installed or completed. 9.4 SHOP DRAWINGS, CHANGE ORDERS, AND PAYMENTS In connection with Engineer's autk�ority as to Shop Drawings and Samples, see articles on Shop Drawings and Samples. In connectian with Owner's Representative authority as to Change Orders, see th.e articles on Changes �f Work, Contract Price and Contract Time. In connectian with Owner's Repzesentative authority as ta Applications for Payrnent, see the articles on Paym.ents to Contractor and Completion. 9.5 DECISIONS �N DISPUTES The Owner's Representative will be the initial interpretex of the requirernents of the Contract Documents and judge af the acceptability of the work thereunder. Claims, disputes and other matters relating to the acceptability of the work or the interpretation of the requirernents of the Contract DocumEnts pertaining ta the perfozmance and furnishing of the work and Claims under the Articles for Chang�s of Work, Changes of Contract Time and Changes of Contract Price will be referred initially to Owner's Representative in writing with a request for a formal decision in accardance with this paragraph. Written notice of each such claixn, dispute or other matter will be delivered by the claimant to Owner's Representative and the other party to the Agreement promptly, but in no event later than tk�irty (30) days, after the start of the accurrence or event giving rise thereto, and written supporting data will be submitted to Owner's Representative and the other party within sixty (60) days after the start of such occurrence or event unless Owner's Representative allows an additional period of time for the submission of additional or more accurate data in support of such claim, dispute or othex matter. The opposing party shall submit any response to Owner's Repxesentative and the claimant within thiriy (30) days after receipt of the claimar�t's last submittal, unless Owner's Representative allows additional time. Owner's Representa.tive will render a formal decision in writing within thirty (30) days after receipt of the opposing party's submittal, if any, in accordance with this paragraph. Owner Representative's written decision on such claim, dispute or other rnatter will be final and binding upon the Owner and Cantractor unless (i) an appeal from Owner Representative's decision is taken within thirty (30) days of the Owner Representative's decision, or the appeal time which may be stated in a Dispute Resolution Agreement between �wner and Contractor for the settlement of disputes or (ii) if no such Dispute Resolution Agreement has been entered into, a written notice of intention to appeal from Owner Representative's written decision is delivered by the Owner or Contractor SectionIII Page 2b of 46 7/26/2011 ' CJ [� 1 1 ' 1 1 1 ' 1 1 LJ � ' � � � �_J � � Section III — General Conditions ' to the nther and to Owner's Representative witivn thirty (30) days after the date of such decision and a formal proceeding is instituted by the appealing party in a forum of competent jurisdiction to exercise such rights or remedies as the appealing pariy may have with respect to such claim, ' dispute or other matter in accordance with applicable Laws and Regulations within sixty (60) days of the date of such decisian, unless otherwise agreed in writing by the Owner and Contractor. ' ' LJ ' �� LJ , ' 1 1 When functioning as interpreter and judge, Owner's Representative will not shaw partiality to the Owner or Contractor and will nat be liable in connection with any interpretation or decisian rendered in good faith in such capacity. The rendering of a decision by Owner's Representative with respect ta any such claim, dispute or other matter will be a condition precedent to any exercise by the Owner ar Contractor of such rights or remedies as either may otherwise have under the Contract Documents or by Laws or Regulations in respect af any such claim, dispute or other matter pursuant the Article an Dispute Resolution. 9.6 LIMITATIONS ON OWNER REPRESENTATIVE'S RESPONSIBILITIES Neith�r Owner Representative's authority or responsibility under this pazagraph or under any other provisian af the Contract Documents nor any decision made by Owner's Representative in good faith either to exercise or not exercise such authority or responsibility or the undertaking, exercise or performance of any authority ar responsibility by Owner's Representative shall create, impose or give rise ta any duty owed by Owner's R�presentative to Cantractor, any Subcontractor, any Supplier, any othez person or organization or to any surety for or employee or agent of any af them. Own�r's Representative will nat supervise, direct, control ar have authority aver or be respansible for Contractor's means, znethods, techniques, sequences or procedures of construction, or the safety precautions and programs incident thereto, or for any failwe of Contractor ta comply with Laws and Regulations applicable to the furnishing or performance of the work. Owner's Representative will not be responsible for Contractor's failure to perform or furnish the work in accardance with the Contract Documents. Owner's Representative will not be respansible for the acts or omissions of Contractor or of any Subcontractor, any Supplier, or af any other person or organizatian per%rming or furnishing any of the work. Owner R�presentative's review af the final Application for Payment and accompanying ' documentation and all maintenance and operating instructions, schedules, guarantees, bonds and certiiicates af insp�ction, tests and approvals and other documentation required to be delivered by tk►e Contractor will anly be to determine generally that their content cornplies with the , requirements of the Contract Documents and, in the case of certi�cates of inspections, tests and approvals that the results certified indicate compliance with the Contract Documents. , ' �_� 1 The limitations upon autharity and responsibility set forth in this paragraph shall also apply to Owner Representative's CET, the Engineer's Cansultants, and assistants. 10 CHANGES IN THE WORK Without invalidating the Agreement and without natice to any surety, the Owner may, at any time or from time to time, arder additions, deletions or revisions in the Work. Such additions, deletians or revisions will be authorized by a Written Amendment, a Change Order, ar a Work SectionlIl Page 27 of 46 7/26/2011 Section III -- General Conditions Change Directive. Upon receipt of any such document, Contractor shall promptly proceed with the Work involved which will be performed under the applicable canditions of the Contract Dacuments (except as may otherwise be specifically provided). If the Owner and Contractar are unable to agree as to the extent, if any, of an adjustment in the Contract Price or an adjustment of the Contract Time that should be allawed as a result of a Work Change Directive, a claim may be made therefore as pravided in these General Conditians. Cantractor shall not be entitled ta an increase in the Cantract Price or an extension of the Contract Time with respect to any Work performed that is nat required by the Contract Documents as amended, madified and supplemented as provided in these General Conditions except in the case of an ernergency as provided or in the case of uncovering work as provided in article %r Uncovering Work. The Owner and Contractor shall execute apprapriate Change Orders or Written Amendments recommended by Owner's Representative covering: changes in the work which are (i) ardered by the Ownez� (ii) required because of acceptance of defective work under the article far Acceptance af Defective Work or correcting defective Work under the article for Owner May Correct Defective Work or (iii) agreed ta by the parties; changes in the Cantract Price or Contract Tirne whach are agreed to by the parties; and changes in the Contract Price or Contract Time which embody the substance of any written decision rendered by Owner's Representative pursuant to the article for Decisions an Dis�utes; provided that, in lieu of executing any such Change Order, an appeal may be taken fram any such decision in accordance with the provisions of the Contract Documents and applicable Laws and Regulations, but during any such appeal, Contractor shall carry on the Wark and adhere to the pragress schedule as provided in the article for Continuing the Work. If notice of any change affecting the general scope af the work or the provisions of the Contract Documents (including, but not limited to, Contract Price or Contract Tirne) is required by the provisions of any Bond to be given to a surety, the giving af any such notice will be Contractor's responsibility, and the amount of each applicable Bond will be adjusted accordingly. 11 CHANGES IN THE CONTRACT PRICE 11.1 CHANGES IN THE CONTRACT PRICE The Cantract Price constitutes the total compensation (subject to authorized adjustments) payable to Contractor for performing the Work. All duties, responsibilities and obligations assigned to or undertaken by Contractor shall be at Contractor's expense without change in the Contract Price. The Contract Price rnay only be adjusted by a Change Order oar by a Written Amendment. Any claim for an adjustment in the Contract Price shall be based an a written notice of claim stating the general nature of the cla.im, to be delivered by the party making the claim to the other party and to Owner's Representative ar pramptly (but in no event lat�r than thirty days) after the start of the occurrence or event giving rise to the claim. Notice of the amount of the claim with supparting data shall be delivered within sixty (60) days after the start of such occurrence or event, unless Owner's Representative allows additional time for claimant to submit additional or more accurate data in support of the claim, and shall be accompanied by SectionIII Page 28 of 46 7/26/2011 C� , ' L � ' � ' 1 1 1 1 ' � 1 [� 1 1 �J 1 1 ' , , 1 1 1 1 1 1 1 ' ' r Section I�I — General Conditions claimant's written staxement that tl�e claimed adjustment covers all known amounts to which the claimant is entitled as a result of said occurrence or event. No claim for an adjustment in the Contract Frice will be valid if not submitted in accordance with tkiis paragraph. The value af any Work covered by a Change Order or of any claim for an adjustment in the Contract Price will be determined as follows: (i) where the Work involved is covered by unit prices contained in the Contract Documents, by application of such unit prices to the quantities of the items involved (ii) where the Work involved is not covered by unit prices contained in the Contract Documents, by a mutually agreed lump sum (which may include an allowance for overhead and profit), (iii) where the Work is not covered by unit prices contained in the Contract Documents and agreement is reached to establish unit prices for the Work. Where the work involved is not covered by unit prices contained in the Cantract Documents and where the Owner's Representative, the Owner, the Engineer, the Engineer's Consultant, and Contractor cannat mutually agree on a lump sum price, the City af Clearwater shall pay for directed changes in the WORK, on "COST REIMBURSEMENT" basis. The Contractor shall apply for compensation, detailing Contractors forces, materials, equipment, subcontractors, and other items of direct costs required for the directed work. The application for Cost Reimbursement shall be limited ta t1�e following items: 1. � Labor, including foremen, for those haurs associated with the direct work (actual payroll cost, including wages, fninge benefits, labor insurance and labor taxes establish�d by law). Expressly excluded from this item are all costs associated with negotiating the subject change. Materials associated with the char�ge, including sales tax. The costs of materials shall be substantiated through vendors' invoices. 3. Rental or equivalent rental costs of equipment, including necessary transportation costs if specifically used for the WORK. The rental rates shall not exceed the cw�rent rental rates prevailing in the locality or as defined in the rental Rate Blue Book for Constxuction Equipment (a.k.a. DataQuest Blue Book). The renta.l rate is defined as the full-unadjusted base rental rate for the appropriate item of construction equipment and shall cover the costs of all fuel, supplies, repairs, insurance, and other costs associated with supplying the equipment for work ordered. Contractor-owned equipment will be paid for the duration of time required to complete the work. Utilize lowest cost combinatian of hourly, daily, weekly, or monthly rates. Do not exceed estimated operating costs given in Blue Book. �perating costs will not be allowed for equipment on stand-by. 4. Additional costs for Bonds, Insurance if required by the City of Clearwater. The following f xed fees shall be added to the casts of the directed wark performed by the Contractor or Subcontractor. A. A fixed fee of fifteen percent (15%) shall be add�d ta the costs of Item 1 above. If ' work is performed by a subcontractor, the Contractor's fee shall not exceed five percent (5%), and the subcontractor's fee shall nat exceed ten percent (10%). 1 , Sect9onlII ' B. A fixed fee of ten percent (10%) shall be added to the costs of Item 2 above. C. No markup shall be added to the costs of Items 3 and 4. The �ixed fees shall be considered �tkie full compensation for all cost of general supervision, overhead, profit, and other general expen.se. Page 29 of 46 7/26/2011 Section III -- General Conditions 11.2 ALLOWANCES AND FINAL CONTRACT PRICE ADJUSTMENT It is understood that Contractor has included in the Contract Price all allowances so named in the Contract Documents and shall cause the Work so covered to be furnished and performed for such sums as may be acceptable to Owner and Engineer. Contractor agrees that: (i) the aliawances include the cost ta Contractox (less any applicable trade discaunts) of materials and equipment required by the allowances to be delivered at the Site, and all applicable taxes; and (ii) Contractor's costs for unloading and handling on the site, labor, installation costs, overhead, profit and other expenses contemplated for the allowances have been included in the Contract Price and not in the allowances and no demand for additional payment an account of any of the foregoing will be valid. Prior to final payment, an appropriate Change Order will be issued as recommended by Owner's Representative to reflect actual amounts due Contractor on account �:f Work covered by allowances and all the Work actually performed by the Contractor, and the Contract Price shall be correspondingly adjusted. f i � 3 � 1 `1 � � C! L��, �r•] . : � :1 Where the Contract Documents provide that all or part of the Work is to be Unit Price Work, initially the Contract Price will be deemed ta include for all Unit Price Work an amount equal to the suna of the established unit price for each separately identiiied item of unit price work tirnes the estimated quantity of each item as indicated in the Agreement. The estimated quantities of items of Unit Price Work are not guaranteed and are solely for the purpose af cornparison of Bids and determining ar� xnitial Contract Price. Deteriminations of the actual quantities and classiiications of Unit Price Work performed by Cantractor will be made by Owner's Representative. Each unit price will be deemed to include an amaunt considered by Contractor to be adequate to cover Contractor's overhead and profit for each sepa.rately identified item. The Owner or Contractor may make a claim for an adjustment in the Contract Price if: (i) the quantity af a.ny item of Unit Price Work perfortned by Contractor differs materially and significantly �arom the estimated quantity af such item indicated in the Contract Documents; and (ii) there is no corresponding adjustment with respect to any other item of Work; and (iii) if Contractor believes that Contractar is entitled ta an increase in Can.tract Price as a result of having incuned additional expense or the Owner believes that the Owner is entitled to a decrease in Contract Price and the parties are unable ta agree as to the amount of any such increase or decrease. On unit price contracts, Owner endeavors to provide adequate unit quaxrtities to satisfactorily complete the constructian af the project. It is expected that in the normal course of project construction and completion that not all unit quantities will be used in their entirety and that a finalizing change order which adjusts contract unit quantities to those unit quantities actually used in the construction of the project will result in a iiet decrease from the original Contract Price. Such reasonable deduction of final Contract Price should be anticipated by the Contractor in his original bid. 12 CHANGES IN THE CONTRACT TIME The Contract Time (or Milestones) may only be changed by a Change Order or a Written Amendment. Any claim for an adjustment of the Contract Time (or Milestones) shall be based on written notice delivered by the party making the claim to the other party and ta Owner's Representative promptly, but in no event later than thirty (30) days, after the accurrence of the event giving rise to the claim and stating the general nature of the claim. Notice of the extent oi SectionIII Fage 30 of 46 7/26/20] 1 � ' , 1 , �� C] 1 ' 1 1 1 1 1 ' , 1 1 , I� Section III �- General Conditions ' the claim with supporting data shall bE delivered within sixty (60) days after such occurrence, unless Owner's Representative allows an additional periad of time to ascertain more accurate data in support of the claim, and shall be accompanied by the claimant's written statement that ' the adjustment claimed is the entire adjustment to which the claimant has reason to believe it is entitled as a result of the occurrence af said event. All claims for adjustment in the Cantract Time (or Milestanes) shall be deternuned by Owner's Representative. No claim for an ' adjustment in the Contract Time (or Milestones) will be valid if not submitted in accorda.nce with the requirements of this paragraph. ' LJ � �� All time limits stated in the Contract Documents aze of the essence of the Agreement. Where Contractor is prevented from completing any part of the work within the Cantract Time (or Milestones) due to delay beyond the control of Contractor, the Contract Tirne (or Milestones) may be extended in an amount equal to the time lost due to such delay if a claim is made therefore as provided in the article for Changes in the Wnrk. Delays beyond the control of Contractor shall include, but not be limited to, acts by the Owner, acts of utility owners or other contractors performing other work as cantemplated by the article for Other Work, fires, floads, epidemics, abnarmal weather conditions or acts of Gad, Delays attributable ta and within the control of a Subcontractor or Supplier shall be deemed to be delays within the control of Contractor. Where Contractor is prevEnted from completing any part of the Work within the Contract Times , (or Milestones) due to delay beyand the control of both the Owner and Contractor, an extension of the Contract Time (or Milestones) in an amount �qual ta the time lost due to such delay shall be Contractor's sole and exclusive remedy for such delay. In no event shall the Owner be liable ' to Contractar, any Subcontractor, any Supplier, any other person, or ta any surety for or employee or agent of any of them, f�r damages arising out of or resulting from (i) delays caused by or within the control of Contractor, ar (ii) delays beyond the control of both parties including ' but not limited to fires, floods, epidemics, abnormal weather conditions, acts of God ar acts by utility owners or other contractors performing other work as contemplated by paragraph for Other Work. 1 C_� 13 TESTS AND INSPECTIONS, CORRECTION, REMOVAL OR ACCEPTANCE OF DEFECTIVE W�RK 13.1 TESTS AND INSPECTIpN , Contractor shall give Owner's Representative and Engineer timely notice of readiness af the Work for all required inspectians, tests or approvals, and shall cooperate with inspectian and testing persannel to facilitate required inspections or tests. 1 n � , 1 ' Contractor shall emplay and pay for the services of an independent testing labaratory to perform all inspections, tests, ar approvals required by the Contract Documents. The costs for these inspections, tests or approvals shall be borne by the Contractar except as otherwise provided in the Contract Documents. If Laws or Regulations of any public body having jut�sdiction require any Work (or part thereo� specifically to be inspected, tested or approved by an employee ar ather representative of such public body including all Owner Building Departments and Owner Utility Departments, Contractor shall assume full responsibility for arranging and abtaining such inspections, tests or approvals, pay all costs in connection therewith, and furnish Owner's Representative the required SectioniTI Page 31 of 46 7/26/2011 Section III — General Conditions certificates of inspection or approval. Unless otherwise stated in the Contract Documents, Owner permit and impact fees will be waived. Contractor shall also be responsible for arranging and obtaining and shall pay all costs in con.nection with any inspections, tests ar approvals required for Owner's and Engineer's acceptance af materials or equipment to be incorporated in the Work, or of materials, mix designs, or equipment submitted for approval prior to Contractor's purchase thereof for incorporation of the Wark. If any Work (or the work of others) that is to be inspected tested or approved is covered by Contractor without written concurrence of Owner's Representative, it must, if requested by Owner's Representative, be uncavered �or observation. Uncovering Work as provided in this paragraph shall be at Contractor's expense unless Contz�actor has given Owner's Representative and Engineer timely notice of Contractor's intention to cover the same and Owner's Representative has not acted with reasonable promptness in response to such notice. 13,2 UNCOVERING THE WORK If any Work is covered contrary to the written request of Owner's Representative, it rnust, if requested by Owner's Representative, be uncavered for Owner Representative's observation and replaced at Contractor's expense. If Owner's Representative considers it necessary or advisable that covered Work be observed by Owner's Representative or inspected ar tested by others, Contractor, at Owner Representative's request, shall uncover, expose or otherwise make available for observation, inspection or testing as Engineer ar Owner's Representative rnay require, that portion of the Work in question, furnishing all necessary labor, material and equipment. If it is faund that such Work is defective, Contractor shall pay all claims, costs, loss�s and daz�nages caused by, arising aut o:f or resulting from such uncovering, exposure, observation, inspectioz� and testing and af satisfactory replacement or reconstruction (including but not limited to all costs of repair or replacement of work of others); and the Owner shall be entitled to an appropriate decreas� in the Contract Price for the costs of the investigation, and, if the parties are unable to agree as to the amount thereof, may make a cla.im therefore as provided in the article for Change in Contract Frice. If, however, such Work is not found to be defective, Contractor shall be allowed an increase in the Contract Price or an extension of the Contract Time (or Milestor�es), or both, directly attzibutable to such uncovering, exposure, abservation, inspection, testing, replacement and reconstructian; and, if the parties are unable to agree as to the amount or extent thereof, Contractor may make a claim therefore as provided the article for Change in Cantract Price and Change of Contract Time. 13.3 OWNER'S REPRESENTATIVE MAY STOP THE WORK If the Work is defective, or Cantractor fails to supply sufficient skilled workers or suitable materials or equipment, ar fails to furnish or perform the Work in such a way that the completed Work will conform to the Contract Documents, Engineer ar Owner's Representative rnay arder Contractor to stop the Work, or any portion thereof, until the cause for such order has been elirninated; however, this right of Owner's Representative to stop the Work shall not give rise to any duty on the part of �wner's Representative or Owner to exercise this right for the benefit of Contractor or any surety or other party. If the Owner's Representative stops Work under this paragraph, Contractor shall be entitled to no extension of Contract Tirne or incxease in Contract Price. SectionIII Page 32 of 46 7/26/2011 � ' [� � ' � , 1 ' , [� 1 ' � 1 ' 1 1 ' J � C� ' 1 � Section III — General Conditions 13.4 CORRECTIQN OR REMOVAL �F DEFECTIVE WORK Tf required by Engineer or Owner's Representa.tive, Cantractor shall promptly, as directed, either correct all defective Work, whether or not fabricated, installed ar completed, or, if the Worlc has been rejected by Engineer or Owner's Representative, remave it from the site and replace it with Work that is not defective. Contractor shall pay all claims, casts, losses and damages caused by or resulting from such correction or removal (including but not limited to all costs of repair or replacement of work of others). � K�-i��%1:�:7_1: � r'/[•�•]�:��L�]►l, ��L*]!� Ii within one year after the date of Substantial Completion or such longer period of time as may be prescribed by Laws or Regulations or by the terms of any applicable special guaz�antee required by the Contract Dacuments or by any speci�c provision of the Contract Documents, any Work is found to be defective, Contractor shall promptly, without cost to the Owner and in accardance with the Owner's written instructions; (i) correct such defective Work, or, if it has ' been rejected by the Owner, remove it from the site and replace it with Work that is nat defective and (ii) satisfactorily correct or remove and replace any damage to other Work or the work of athers resulting therefrom. If Contractor does not promptly comply with the terms of such ' instructions, or in an emergency where delay would cause serious risk of loss or damage, the Owner may have the defective Work corrected or the rejected. Work removed and replaced, and all claims, costs, lasses and damages caused by or resulting from such removal and replaceznent ' (including but not limited to all costs af repair ar replacement of work of others) will be paid by Cantractor. i , , � , , �-, �� I� , 1 1 In special circumstances where a particular item af equipment is placed in continuous service before Final Completion of all the Work, the correction period for that item may start to run from an earlier date if specifically and expressly so provided in the Specifications or by Written Amendment. Where defective Work (and daxnage to other Work resulting therefrom) has been carrected, removed or replaced under this paragraph the correction periad hereunder with respect to such Work will be extended for an additional period of one year after such correction ar removal a�nd replacement has been satisfactorily completed. 13.G ACCEPTANCE OF DEFECTIVE WORK If, instead of requiring carrection or removal and r�placement of defective Work, the Owner prefers to accept it, the Owner may do so. Contractor shall pay all claims, costs, losses and damages attributable to the Owner's evaluation of and deternunatian to accept such defective Work such costs to be approved by Owner's Representative as to reasonableness. If any such acceptance occurs prior to Owner Representative's recommendatian of final payment, a Change Order will be issued incorporating the necessary revisions in the Contract Documents with respect to the Work; and the Owner shall be entitled to an appropriate decrease in the Contract Price, and, if the parties are unable to agree as to the amount thereof, the Owner may make a claim therefore as provid�d in article for Change of Contract Price. If the acceptance occurs after the Owner Representative's recommendation for final payment an appropriate amount will be paid by Contractor to the Owner. SectionIII Page 33 of 46 7/26/2011 Section 1TT — General Conditions 13.7 OWNER MAY CORRECT DEFECTIVE WORK If Contractar fails within a reasonable time after written notice from Owner's Representative ta correct defective Wark or to remove and replace rejected Work as required by Owner's Representative in accordance with the article for Correction and Removal of Defective Work or if Contractor fails to perform the Work in accordance with the Contract Documents, or if Cantractor fails to comply with any other provision ai the Coniract Documents, the Owner may, after seven days' written notice to Contractor, correct and remedy any such deficiency. In exercising the rights and remedies under this paragraph the Owner shall proceed expeditiously. In connection with such corrective and remedial action, the Owner may exclude Contractor from all or part af the site, take possession of all or part of the Work, and suspend Contractor's services related thereto, and xncorporate in the Work all rnaterials and equipment stored at the site or for which the Owner has paid Contractor but which are stored elsewhere. Contractor shall allaw Owner, Owner's Representatives, Agents and employees, the Owner's other contractors, and Owner's Representative, Engineer, and Engineer's Consultants access to the site to enable the Owner to exercise the rights and remedies under this paragraph. All claims, costs, losses and damages incurred or sustained by the Owner in exercising such rights and remedies will be charged against Contractor and a Change Order will be issued incorporating the n�cessary revisions in the Cantract Dacuments with respect to the Work; and the Owner shall be entitled to an appropriate decrease in the Contract Price, and, �f the parties are unable to agree as to the amount thereo�, the Owner may make a claim therefore as pravided in the article for Change o� Contract Price. Such claims, costs, losses and damages will include but not be limited to all costs of repair or replacement af wark of others destroyed or damaged by correction, removal or replacement oi Contractor's defective Wark. Coi�taractor shall not be allawed an extension of the Contract Time (or Milestones) because of any delay in the performance of the Work attxibutable to the exercise by the Owner of the Owner's rights and remedies hereunder. 14 PAYMENTS TO CONTRACTOR AND COMPLETION Requests for payment shall be processed in accordance with F.S. z18.735 and as described herein. Progress payments on account of Unit Price Work will be based on the number of units completed. 14.1 APPLICATION FOR PROGRESS PAYMENT Contractor shall submit (not more often than once a month) to Owner's Representative for review an Application far Payxnent filled out and signed by Contractor covering the Work completed as of the 25th of each rnonth and accompanied by such supporting documentation as is required by the Owner's Representative and the Contract Dacuments. Unless otherwise stated in the Cantract Documents, payment will not be made for materials and equipment not incorporated in the Wark. Payment will only be made for that partion of the Work, which is fully instailed including all materials, labar and equipment. A retainage af nat less than five (5%) of the amount of each Application for Payment for the total af all Work, including as-built survey and Inspector overtime reirnbursement, completed to date will be held until final completion and acceptance of the Work covered in the Contract Documents. No progress payrnent shall be canstrued to be acceptance of any portion of the Work under contract. The Contractor shall review with the Engineer or the Constructian Inspectar all quantities and work for which payment is being applied far and reach agreement prior to submittal oi an Of�cial Pay Request. The Engineer or the Construction Inspector will verify that the on-site SectionIII Page 34 of 46 7/26/2011 , , � � , � ' LJ �� 1 1 C� ' , � 1 � �_1 �I iJ Ll Section ITI — Genera] Canditions marked up as-built drawings are up ta date with the work and are in compliance with the Contract Documents. In addition to all other payment provisions set aut in this contract, the Owner's Representative ' may require the Contractor to praduce for Owner, within f fteen (15) days of the approval of any pragress payment, evidence and/or payment affidavit that all subcontractors and suppliers have been paid any sum or sums then due. A failure on the part of the contractor to provide the report , as required herein shall result in fiuther progress or partial payments being withheld until the report is provided. [� 1 , 1 , ' 1 �J � � � 1 1 1 ' 14.2 CONTRACTOR'S WARRANTY OF TITLE Contractor warrants and guarantees that title to all Work, materials and equipment covered by any Application for Payment, whether incorporated in the Froject or not, will pass to the Owner no later than the time of payment, free and clear of liens. Na materials or supplies for the Wark shall be purchased by Contractor or Subcontractor subject to any chattel mortgage or under a conditional sale contact or other agreement by which an interest is retained by the seller. Contractor warrants that he has good title to all materials and supplies used by him in the Work, free from all liens, claims or encumbrances. Contractor shall indemnify and save the Owner harmless from all claims growing out of the lawful demands of Subcantractors, laborers, workmen, mechanics, materialmen, and furnisher's of machinery and parts thereof, equipment, power toals, and all supplies incurred in the furtherance of the perforrnance of this Contract. Contractor shall at the Owner's request, furnish satisfactory evidence that all abligations of the nature hereinabove designated have been paid, discharged, or waived. Ii Contractor fails to do so, then the Owner may, after having served written notice on said Contractar either pay unpaid bills, of which the Owner has wz�itten notice, or withhold from the Contractor's unpaid compensation a sum of money deemed reasonably sufficient to pay any and all such lawful claims until satisfactory �vidence is furnished that all liabilities have been fully discharged, whereupon payment to Contractor shall be resumed in accordance with the terms of this Contract, but in no event sha11 the provisions of this sentence be construed to impose any obligations upon the Owner to the Contractor or the Surety. In paying any unpaid bills of the Contractor, the Owner shall be deemed ihe agent of Contractor and any payment so made by the Owner shall be considered as payment made under the Contract by the Owner to Contractor, and the �wner shall not be liable to Contractor for any such payment made in good faith. 14.3 REVIEW OF APPLICATIONS FOR PROGRESS PAYMENTS The Owner's Representative will within twenty (20) business days after r�ceipt authorize and process payment by the Owner a properly submitted and docurnented Application for payment, unless the application requires review by an Agent. If the Application for payment requires review and approval by an Agent, properly submitted and documented Applicatians for payment will be paid by the Owzier within twenty-five (25) business days. If an Application for payment is rejected, notice shall be given within twenty (20) businESS days of receipt indicating the reasons for refusing payment. The reasons for rejecting an Applicatian will be submitted in writing, specifying deficiencies and identifying actions that would make the Application proper. In the latter case, Contractor may make the necessary corrections and resubmit the Application. The Owner's Representative or Agent may refuse to recommend the whole or any part of any payment to Owner. Owner's Representative ar Agent rnay also refuse to recommend any such payment, or, because af subsequently discovered evidence or the results of subsequent inspections or test, nullify any such payment previausly recommended, to such extent as may be 5ectionIII Page 35 of 46 7/26/2011 Section III — General Conditions necessary in Owner Representative's or Agent's opinion to pratect the Owner from loss because: (i) the Work is defective, or completed Work has been damaged requiring correction or replacement, (ii) the Contract Price has been reduced by amendment ar Change Order, (iii) the Owner has been required to correct defective Work ar complete Work, or (iv) Owner's Representative ar Agent has actual knowledge of the occurrence of any of the events enumerated in the article on Suspension of Work and Termination. The Owner may refuse to make payment af the full amaunt recommended by the Owner's Representative or Agent because: (i) claims have been made against the Owner on accaunt of Contractor's performance or furnishing of the Work, (ii) Liens have been filed in connection with the Wark, except where Contractor has delivered a specific Bond satisfactory to the Owner to secure the satisfaction and discharge of such Liens, (iii) there are other items entitling the Owner to a set-off against the amount recommended, or (iv) the Owner has actual knowledge of any of the events described in this paragraph. The Owner shall give Contractor notice of refusal to pay in accordance with the time constraints of this section with a copy to the Owner's Representative or Agent, stating the reasons for such actions, and Ownez shall promptly pay Cantractor the amaunt so withheld, or any adjustment thereto agreed ta by the Owner and Contractor, when Contractor corrects to the Owner's satisiaction the reasons far such action. 14.4 PARTIAL UTILIZATION Use by the Owner at the Owner's option of any substantially completed part of the Work which (i) has specifically been identified in the Contract Documents, or (ii) Owner, Engineer, Owner's Aepresentative, and Contractor agree constitutes a separately functioning and usable part af the Work that can be used by the Owner for its intended purpose without sigz�ificant interference with Contractor's performance of the remainder o� the Work, may be accomplished prior to Final Completion of all the Work subject to the following: The Owner at any time may request Contractor in writing to permit the Owner to use any such part of the Work which the Owner believes to be ready for its intended use and substantially complete. If Contractor agrees that such part of the Work is substantially complete, Contractor will certify to Owner, Owner's Representative, and Engineer that such part of the Work is substantially complete and request Owner's ,Represe�tative to issue a certificate of Substantial Completian for that part of the Work. Contractor at any time may notify Owner, Owner's Representative, and Engineer in writing that Contractox considers any such part of the Work ready for its intended use and substantially complete and request Owner's Representative to issue a certificate of Substantial Completion for that part of th� Work. Within a reasanable time after either such request, Owner, Contractor, Owner's Representative, and Engineer shall make an inspection of that part of the Work to determine its status of completion. If Engineer does not consider that part of the Work to be substantially complete, Engineer will notify Owner, Owner's Representative, and Contractor in writing giving the reasons therefore. If Engineer considers that part of the Work to be substantially complete, the provisions of the articles far Substantial Completion and Partial Utilization will apply with respect to certification of Substantial Completion of that part of the Work and the division o� responsibility in respect thereof and access thereto. 14.5 FINAL INSPECTION Upon written notice from Contractar that the entire Work or an agreed portion thereof is complete, Owner's Representative will make a final inspection with Engineer, Owner and Contractor and will within thirty (30) days notify Contractor in writing of particulars in which SectionIII Page 36 of 46 7/26/2011 ' LJ � 1 L.__J ' ' ' ' ' � r L ' ' 1 � ' ' � i �� 1 ,T1 II ' � � � i �.. � , , I �J � 1 � � � , � � ' Section III — General Conditions this inspection reveals that the Work is incomplete or defective. The Owner's Representative will produce a final punch list, deliver it to the Cantractor within fve (5) days of completion and assign a date for this wark to be completed nat less than thirty (30) days from delivery af the list. Failure to include any corrective work or pending items daes not alter the responsibility of the contractor to cornplete all the construction services purchased pursuant to the contract. Contractar shall immediately take such measures as are necessary to complete such Work or remedy such deficiencies. ► _ _ �7I�7��1��]_\'/ �`� I �: � � After Contractar has campleted all such corrections to the satisfactian of Owner's Representative and has delivered in accordance with the Contract Documents all maintenance and aperating instructions, As-builtlRecord Drawings, schedules, guarantees, Bonds, certificat�s or ather evidence of insurance required by the paragraph for Bands and Insurance, certificates of inspection, Inspectar overtime reimbursement as required in the Contract Dacuments and other documents, Contractor may make application for final payment following the procedure for progress payments. The final Application for Payment shall be accampanied (except as previously delivered) by: (i) all documentation called for in the Contract Documents, including but not limited to the evidence of insurance required by paragraph for Bonds and Insurance, (ii) consent of the surety, if any ar if necessary, to final payment, and (iii) complete and legally effective releases or waivers (satisfactory to the Owner) of all Liens arising out of or iiled in connection witln the Wark. In lieu of such releases or waivers of Liens and as approved by the Owner, Contractar may furnish receipts or releases in full and an affidavit of Contractor that: (i) the releases and receipts include all labor, services, material and equipment for which a Lien could be filed, and (ii) all payrolls, material and equipment bills and other indebtedness connected with the Work for which the Owner or the Owner's property might in any way be responsible have been paid or otherwise satisfied. Tf any Subcontractor ar Supplier fails to furnish such a release or receipt in full, Contractor may furnish a Bond ar ather collateral satisfactory to the Owner to indemnify the Owner against any Lien. Frior to application for final payment, Contractar shall clean and remove from the premises all stuplus and discarded rnaterials, rubbish, and temporary structures, and shall restare in an acceptable manner all praperty, bath public and private, which has been damaged during the prosecution of the Work, and shall leave the Work in a neat and presentable condition. 14.7 FINAL PAYMENT AND ACCEPTANCE If through no fault of Contractor, final campletian af th� Work is significantly delayed and if Qwner's Representative so confirms, the Owner shall, upon receipt af Contractar's final Application for payment and recommendatian af Ovvner's Representative, and without terminating the Agreement, make payment of the balance due for that portion of the Work fully completed and accepted. If the remaining balance to be held by the Owner for Work not fully completed or corrected is less than the retainage stipulated in tk►e Agreement, and if Sonds have been furnished as required in paragraph far Sonds and Insurance, the written consent of the surety to the payment of the balance due for that portian af the Work fully cornpleted and accepted shall be submitted by Contractor to Owner's Representative with the Application for such payment. Such payment shall be made under the terms and conditions governing final payment, except that such payment shall not constitute a waiver of claims. If on the basis of Owner Representative's observation of the Work during construction and final inspection, and Owner Representative's review of the final Applicatian for Payment and SectionIII Fage 37 of 46 7/26/2011 accampanying documentation, Representative is satisfied that th Section III — General Conditions all as required by the Contract Documents, Owner's e Work has been completed and Contractor's other obligations under the Contract Documents have been fulfilled, Owner's Representative will indicate in writing his recommendation of payment and present the Application to Owr�er for payment. Thereupon, Owner's Representative will give written notice to Owner and Cantractor that the Work is acceptable subject to the provisions of this article. Otherwise, Owner's Representative will return the Application to Cantractor, indicating in writing the reasons for refusing to recommend final payment, in which case Contractor shall make the necessary corrections and resubmit the Application. If the Application and accompan.ying documentation are appropriate as to form and substance, the Owner shall, within twenty (2Q) days after receipt thereof pay contractor the amount recommended by Owner's Representative. 14.8 WAIVER OF CLAIMS The making and acceptance of final payment will constitute: a wa.iver of all clai�ns by the Owner against Contractor, except claims arising from unsettled Liens, fram defective Work appearing after final inspection, from failure to comply with the Contract Documents or the terms of any special guarantees specified therein, or from Contractor's continuing obligations under the Contract Documents; and a waiver of all claims by Contractor against the Owner other than those previously rnade in writing and still unsettled. 15 SUSPENSION OF WORK AND TERMINATION 15.1 OWNER MAY SUSPEND THE WORK At any time and withaut cause, Owner's Representative may suspend the War� or any portion thereof far a period o�' nat rnore than ninety (90) days by notice in writing to Caz�tractor, which will �x the date on which Work will be resumed. Contractox shall resume the Work an the date sa fxed. Contractar shall be allowed an adjustment in the Contract Price or an extension of the Contract Times, or both, directly attributable to any such suspension if Contractar makes an approved claim there�are as provided in the articles for Change of Contract Price and Change of Contract Time. 15.2 OWNER MAY TERMINATE Upon the occurrence of any one ar more of the following events; if Contractor persistently fails to perform the work in accordance with the Cantract Documents (including, but not limited to, failure to supply sufficient skilled workers or suitable materials or equipment or failure to adhere to the progress schedule as adjusted frorn time to time); if Contractor disregards Laws and Regulations of any public body having jurisdiction; if Contractor disregards the authority of Owner's Representative; if Contractor otherwise violates in any substantial way any provisions of the Con.tract Documents; or if the Work to be done under this Contract is abandoned, or if this Contract or any part thereof is sublet, without the previous written consent of ihe Owner, or if the Contract or any claim thereunder is assigned by Cantractor otherwise than as herein specified, or at any time Ownex's Representative certifies in writing to the Owner that the rate of progress of the Work or any part thereof is unsatisfactory or that the work or any part thereof is unnecessarily or ur�reasonably delayed. SectionIII Page 38 of 46 � t � � � i � ' 1 � � � � ' ' � � 7/26/2011 ' , Section III — General Conditions ' The Owner may, after giving Contractor (and the surety, if any), seven days' written notice and, to the extent pernutted by Laws and Regulatians, terminate the services of Contractor, exclude Contractor from the site and take possession af the Work and of a11 Contractor's tools, , appliances, construction equipment and machinery at the site and use the same to the full extent they could be used by Contractor (without liability to Contractor for trespass or canversion), incorporate in the Work all rnaterials and equipment stored at the site or for which the Owner has � paid Contractor but which are stared elsewhere, and finish the Work as the Qwner may deem expedient. In such case Contractor shall not be entitled to receiv� any further payment until the Work is finished. If the unpaid balance of the Contract Price exceeds all claims, costs, losses and ' damages sustained by the Owner arising out of or resulting from completing the Work such excess will be paid to Contractor. 1 1 ' ' If such claims, costs, losses and damages exceed such unpaid balance, Contractor shall pay the difference to the Owner. Such claims, costs, losses and damages incurred by the Owner will be reviewed by Owner's Representative as to their reasonableness and when so approved by Owner's Representative incorporated in a Change Order, provided that when exercising any rights or remedies under this paragraph the Owner shall not be required to obtain the lowest price for the Work performed. Where Contractor's services have been so ternunated by the Owner, the termination will not affect any rights or remedies of the �wner against Contractar then existing or which may thereafter accrue. Any retention or payment of moneys due Cantractor by the Owner will not release Contractor from liability. Upon seven (7) days' written notice to Contractor and Owner's Representative, the Owner may, without cause and without prejudice to any other right or remedy afthe Owner, elect to terminate the Agreement. In such case, C�ntractor shall be paid (without duplication of any items): for completed and acceptable Wark executed in accordance with the Contract , Dacuments prior to the effective date of termination, including fair arxd reasonable sums for overhead and profit on such Work; 1 1 ' � � � , � for expenses sustained prior to the effectiv� date of termination in performing services and furnishing labor, materials or equipment as required by the Contract Documents in connection with uncompleted Work, plus fair and reasonable sums :For overhead and profit on such expenses; for all claims, costs, losses and damages incurred in settlexnent of terminated cantracts with Subcontractors, Suppliers and others; and for reasonable expenses directly attributable to termination. Contractor shall not be paid on account af lass of anticipated profits or revenue or other economic loss arising out of or resulting from such ternunation. 15.3 CONTRACTOR MAY STOP WORK OR TERMINATE If, through, no act or fault of Contractor, th� Work is suspended for a period of more than ninety (90) days by the Owner or under an arder of court or other public authority, or the Owner's Representative fails to act on any Application for Payment within thirty (3�) days after it is submitted or the Owner fails for thirty (30) days to pay Contractor any sum finally deterinined to be due, then Contractar may, upon sevEn (7) days' written notice to the Owner and Owner's Representative, and provided the Owner or Qwner's Representative does not remedy such suspensian or failure within that time, terminate the Agreement and recover from the Owner SectionIII Page 39 of 46 7/26/201 ] Section TI1— General Conditions payment on the same terms as provided in the article for the Owner May Terminate. However, if the Work is suspended under an order of court through na fault af Qwner, the Contractor shall not be entitled to payment except as the Court may direct. In lieu of terminating the Agreement and without prejudice to any other right or remedy, if Owner's Representative has failed to act on an Applicatian for Payment within thirty (30) days after it is submitted, or the Owner has failed for thirty (30) days to pay Contractor any sum finally d�termined to be due, Contractor may upon seven (7) day's written notice to the Owner and Owner's Representative stop the Work until payment of all such amounts due Contractor. The provisions of this article are not intended to preclude Contractor from making claim under paragraphs for Change of Contract Price or Change of Contract Time or otherwise for expenses or damage directly attributable to Contractor's stopping Work as permitted by this article. 16 DISPUTE RESOLUTION If and to the extent that the Owner and Contractor have agreed on the method and procedure for resalving disputes between them that rnay arise under this Agreement, such dispute resolution method and procedure will proceed. If no such agree�nent on the method az�d procedure �or resolving such disputes has been reached, subject ta the provisions of the article for Decisions on Disputes, the Owner and Cantractor may exercise such rights or remedies as either may otherwise have under the Contract Documents or by Laws or Regulations in respect of any dispute provided, however, that nothing herein. shall require a dispute ta be submitted ta binding arbitr�tion. 17 MISCELLANEOUS iF�i� = ►� _ _ ► r r �I�1i�1=1��r��1;�u[�� The form of all submittals, notices, change orders, pay applications, logs, schedules and other documents perniitted ar required to be used or transrnitted under the Contract Documents shall be determined by the Owner's Representative subject to the approval of Owner. 17.2 GIVING NOTICE Whenever any provision of the Contract Documents requires the giving of written notice, notice will be deemed to have been validly given if delivered in person to the individual or to a member of the firm or to an officer of the cozporation far whom it is intended, or if delivered or sent by registered or certified mail, postage prepaid, to the last business address known to the giver of the notice. 17,3 NOTICE OF CLAIM Should the Owner or Contractor suffer injury or damage to person ar property because of any error, oznission or any act of the other party or af any of the other party's officers, employees or agents or athers for whose acts the other party is legally liable, claim will be made in writing to the other party within a reasonable time of the first observance of such injury or damage. The provisions of this paxagraph shall not be construed as a substitute for or a waiver of the provisions of any applicable statute of limitations or repose. SectionlII Page 40 of 46 7/26/2011 ' 1 1 � 1 1 1 , t � 1 1 1 � � � ' ' � 1 1 ' � ' 1 1 i 1 ' 1 Section III — General Conditions 17.4 PROFESSIONAL FEES AND COURT COSTS INCLUDED Whenever reference is made to "claims, costs, losses and damages," the phrase shall include in each case, but not be limited to, all fees and chaxges of engineers, axchitects, attomeys and other professionals and all court or ather dispute resolution costs. 17.5 ASSIGNMENT OF CQNTRACT The Contractor shall not assign this contract or any part thereof or any rights thereunder without the approval of Owner, nor without the consent of surety unless the surety has waived its rights to notice of assignment. 17.6 RENEWAL OPTIQN Annual Contracts issued through tki� Engineering Department may be renewed for up to two (2) years, upon mutual consent of both the Qwner and the Contractor/Vendor. All terms, canditions atid unit prices shall rernain constant unless otherwise specified in the contract specificatians or in the Invitatian ta bid. Renewals shall be made at the sole discretion of the Owner, and must be agreed ta in writing by bath parties. All renewals axe contingent upon the availability of funds, and the satisfactory performance of the Contractor as determined by the Canstruction Department. 17.7 ROLL-OFF CONTAINERS AND/OR DUMPSTERS A11 City construction prajects shall utilize City of Clearwater Solid Waste roll-off containers and/or dumpsters for their disposal needs. For availability or pricing contact Mike Pryor at the City of Cleax-water, Solid Waste Department, phane: (727) 562-4923 or email: Michael.Pi. _or c ,myClearwater.com. 18 �RDER AND LOCATION OF THE WORK The City reserves the right to accept and use any portion of the work whenever it is considered to ' the public interest to do so. The Engineer shall have the power to direct on what line or street the Cantractor shall work and order thereof. 1 , 1 1 , ' 1 19 MATERIAL USED All material incorporated into the final work sha11 be new material unless otherwis� approved by the Engineer. If requested by the Engineer, the Contractor shall furnish purchase receipts of all rnateriais. 20 CONFLICT BETWEEN PLANS AND SPECIFICATIONS The various Contract Documents shall be given precedence, in case of conflict, error or discrepancy, as follows: Madifications, Contract Agreement, Addenda, Supplementary General Canditions, General Conditions, Supplementary Technical Speciiications, Technical Specifications, Drawings. In a series of Modificatians or Addenda the latest will gavern. 21 OWNER DIRECT PURCHASE (ODP) OPTION The Owner reserves the right, when identified during the bidding process as part of the project's documents, to contract with the Cantractor to purchase certain portions oF inaterials identi�ed in SectionIll Page 41 of 46 7/26/2011 Section III -- General Conditions the project as a sales tax savings option in compliance with Florida Law since the Owner is exempt from payment of sales tax. The Contract price includes Florida sales and other applicable taxes far materials, supplies, and equipment, which will be a part of the Contractar's work. The Owner, being exempt from sales tax, reserves the right ta make direct purchases of variaus construction materials included in the Contractor's contract. The Owner purchasing of constructian rnaterials, if selected, will be administered on a deductive Change Order basis. Additionally, Purchase Orders will include �wner's Certificate of Exemptian numbEr. See SECTIDN IV, ARTICLE 1.1 - SCOPE DESCRIPTION for ODP items included in the Cantract Documents and the APPENDIX for ODP Documents. 22 RESIDENT NOTIFICATION OF START OF CONSTRUCTION F�'�itr] �`►1 �;7_1 � The Contractor shall notify all residents along the construction route or within a 500-foot radius, unless stated otherwise in the Contract Documents, with a printed door hanger natice indicating the following information about the proposed construction work and the Contractor perfornung the work: City seal or logo; the scheduled date for the start of canstruction; the type of construction; general sequence and scheduling of construction events; possibility of water service disruptian and/ar colored water due to construction efforts; Contractor's name, the Superintendent's name, Contractor address and telephone number; Contractor's company logo (optional); requirement for residents to remove landscaping and/or other private appurtenances which axe in conflict with the proposed construction; and other language as appropriate to the scope of Contract work. Sample door hanger including proposed language shall be approved by the City pzior ta the start of construction. Notification shall be printed on brightly colored and durable card stock and shall be a minimum of 4-'/4 by 11 inches in size. Notification (door hanger) shall be posted to residences and businesses directly af�ected by the Contractor's activities na later than seven (7) days prior to the start of construction activity. Directly affected by the Contractor's activities shall mean all Contractor operations including staging areas, equipment and material storage, principal access rautes across private property, �tc. Contractar cannot start withaut proper seven (7) day notice period to residents. Contractor is required to maintain suf�cient staff to answer citizen inquiries during normal business hours and to maintain appropriate message recording equipment to receive citizen inquires after business haurs. Resident notification by the Contractor is a non-specific pay item to be included in the bid items provided in the cantract propasal. 22.2 EXAMPLE CITY SEAL Of CITY OF CLEARWATER NOTICE OF CONSTRUCTION TODAY' S DATE: / / PLEASE EXCUSE US FOR ANY INCONVENIENCE We are the construction contractor performing (state type of contract) for the City of Clearwater in your area. The work will be performed in the public xight-of-way adjacent to your property. This notice is placed a minimum of seven (7) days in advance of constructian to notify �roperty owners of the pending start of construction. 1 ' 1 � , � ' � 1 ' 1 1 � ' 1 1 � � SectionIII Page 42 oi46 7/26/2011 ' 1 1 ' ' , 1 , L� , 1 1 1 ' Section III — General Conditions (Brief description of the construction process to be expected by the property owners) The construction process may necessitate the remaval of certain items from the right-of-way. Typical iterns such as sprinklers, grass, and pasta.l approved mailboxes will be replaced by the cantractor within a reasanably short period of time. The replacement of driveways and sidewalks will be made using standard asphalt or concrete materials. The property owner is responsible far the expense and coordination to replace driveways and sidewalks which have customized colors, textures and/or materials. Small trees, shrubs, landscaping materials, unautharized mailboxes or structures within the right-of-way which must be removed due to the canstruction process will not be replaced. The properiy owner is responsible to relacate any such items which the property owner wishes to save prior to the start of construction. Vehicles parked on the streets or within the right-of way may be required to be placed elsewhere. We are available to answer any questions you may have regarding the construction process ar any particular item that must be relocated. Please contact our Construction Manager at (727) . We will be more than happy to assist you. Construction is anticipated to begin on: Company Name Company Address Contractor Phone Number 23 PROJECT INFORMATION SIGNS 23.1 SCOPE AND PURPOSE The Owner desires to inform the general public on the Owner's use and expenditure of public funding for general capital improvement and maintenance projects. To help accomplish this purpose, the Contractor is required ta prepare and display public project information signs during the full course af the caniract period. These signs will be displayed at all location(s) of active work. Payment to Contractor for the preparation, installation and management of project sign(s) shall be included in the cost of the work. The number af and type oi signs will be stated in SECTION IV, ARTICLE 1.1 — SCOFE DESCRiPTION. 23.2 TYPE OF PR�JECT SIGN, FIXED OR PORTABLE Sign type shall be "fixed" on stationary projects and "portable" on projects which have extended � locations or various locatians. The particular wording to be used on the signs will be determined after coniract award has been approved. Contractor will be provided the wording to be used on sign at the preconstruction canference. � � 1 ' 1 23.3 FIXED SIGN Fi�ed sign shall be 4-foot by 6-foot (4'x6') in size and painted on a sheet of exterior grade plywood of the same size and a minimum thickness af 1/2-inches. Sign shall be attached to a minimum of two (2) 4-inch by 4-inch (4"x4") below grade pressure treated (P.T.) woaden posts and braced as necessary for high winds. Posts shall be long enough to provide secure anchoring in the ground. Bottom of sign must be a minimum of 24-inches above the ground. Alternate mounting system or attachment to fencing or other fixed structure can be considered for approval. Sign shall be painted white on both sides with exterior rated paint. SectionIII Page 43 of 4b 7/26/2011 Section III — General Conditions �1•7:i �_1=3� ��LrL`L�� Portable sign shall be a minimum of 24-inches by 30-inches (24"x30") in size and will be attached ta a standard sized portable traffic barricade. Sign material shall be aluminum, 0.080- inches or thicker, background of white reflective sheeting, and shall be silkscreen or vinyl lettering. Portable sign shall be two signs located and attached to each side of the traffic barricade. 23.5 SIGN C�LORING Sackground shall be white. Project Descriptive Name shall be in blue lettering. All other lettering shall be black. Basic letterxng on sign shall be in all capital letters, of size proportional to the sign itself. Each sign shall depict the City's sun and waves logo. The color of the sun shall be pantone yellow; the wave shall be process blue; and the text shall be black. �'��+� Cr]� �Z�sL�]__�� Signs shall be placed where they are readily visible by the general public which pass by the project site. Signs are not to be placed where they may became a hazard or impediment to either pedestrian or vehicular traffic. For construction projects outside of the Owner's right-o� way, the signs will be placed on the project site. �ar projects constructed inside of the Owner's right-of- way, the signs will be placed in the right-of-way. Portable signs are to be moved to the locations of active work an the project. Multiple portable signs will be necessary where work is ongoing in several locations at the same tirne. Fixed signs are ta be placed at the start af construction and will rernain in place until the request for final payment. 23.7 SIGN MAINTENANCE The Contractor is responsible for preparation, installation, movement, maintenance, replacement, removal and disposal of all project signs during the Full caurse of the contract period. The Contractor will place and secure portable signs from dislocation by wind or other actions. Signs are to be cleaned as necessary to maintain legibility and izximediately replaced if defaced. SectionIli Page 44 of 46 7/26/2011 1 1 �� , 1 ' ' � LJ 1 � ' ' � 1 ' , ' 1 r ' 1 �� ' � 1 1 , ' I, I� � ' � �� 1 � '�� r Section III -- General Conditions 23.8 TYPICAL PROJECT SIGN 6 �� PROJECT NAME (CONTRACT NUMBER) �DEPARTMENT NAME) PROJECT N CONTRACTOR: � COMPLETION DATE: _.. FIJNDING: _ � OWNER'S REPRESENTATIVE: _L. N � � E I •� , •� , �v w � ° Clearwater U 2�-3' 4 X� P,T. Pcs: (Typ.) � 24 AWARD OF CONTRACT, WORK SCHEDULE AND GUARANTEE It will be required that the work will commence not later than five (5) calendar days after t�e Engineer gives written notice to proceed (NTP), which notice shall be given as outlined in Article 2 af these General Conditions. It is further required that all worlc within this cantract be completed within the indicated number of consecutive calendar davs as determined in SECTION IV, ARTICLE 1.1 - SCOPE DESCRIPTION. Cantract date to comrnence at issuance of notice to proceed. If the Contractor fails to complete the work within the stipulated time, the City will retain the amount stated in the Contract, per calendar day, for each day that the contract remains incomplete. The work shall be discontinued on Saturdays, Sur�days, and approved Holidays. If it becomes necessary for the Contractar to perform work on Saturdays, Sundays, and appraved City af Clearwater Employee Holidays, that in the opinion of the Engineer, will require the presence of Inspectors, the SectionIII Fage 45 of 46 7/26/201 ] , Section III — General Conditions Contractar shall pay the City of Clearwater, Florida, the amount af Four Hundred Eighty Dollars � ($480.00) per each eight-houx (8) day for each Inspector given such assignment. The Contractor shall remedy any defects in the work at his own expense and pay for any damage ; to other wark resulting therefrom which appear within a period of one (1) year from the date of final acceptance. � � 1 � ' 1 � , � ' �� SectionIII Page 46 of 46 7/26/2011 ; ' � � 1 1 � �I , 1 � SECTIQN Illa SUPPLEMENTARY GENERAL CQNDITIONS The Gen�ral Conditions of the Construction Contract; Articles 1 thxough 24 inclusive; are a part of this contract. The following supplements �nodify, change, delete from or add to the General Conditions of the Construction Contract. Where any article of the General Conditions is modified or any paragraph, subparagraph or clause thereof is modiiied or deleted by these supplements, the unaltered provisions of that article, paragraph, subparagraph or clause shall remain in effect. MODIFICATIONS TO GENERAL CONDIT�ONS ARTICLE 2 - PRELIMINARY MATTERS 2.3 COMMENCEMENT OF CONTR.ACT TIME; NOTICE TO PROCEED; STARTING THE PROJECT 2.3.1 The Cantract shall be substantially completed within 1$0 calendar days , after the date when the Contract Time commences to run as provided in paragraph 2.3 af the General Conditions. ' 2.3.2 Substantial completion is de�ned as having all cornponents of the system installed and ready for daily operatian. Substantial campletion includes start-up, op�ration, testing, manufacturer's checks and services, operator 'training, and similar items. The fallawing items need not be completed _ for Substantial Completion: � c. Final application for payment and final acceptance. 2.3.3 All work in the Contract shall be completed and ready for final payment in � accordance with paragraph 14.6 af the General Conditions within 210 calendar days after the date when the Contract Time commences to run. � �� ' � 2.7 HURRICANE PROTECTION PLAN Within two weeks af the date af Notice to Proceed, the Contractor shall submit to the Owner a Hurricane Preparation 1'lan that outlines the measures that will be completed by the Contractor at no additional cost to the Owner in the event of a hurricane warning. In the event of inclement weather, ar when directed by the Owner, the Contractor will protect the Work and materials from weather related damage. In Green/ea East-West lnterconnect RCW Project Sectfon Illa 10-0038-UT Supplementary General Conditions lI/a - 7 the event that, in the opinian of the OwnEr, the Work or materials have been damaged due ta failure on the part of the Cantractor to pratect the Work and �naterials, the Wark and materials shall be replaced at the expense o� th� Contractor. ARTICLE 6 - CONTR.ACTOR'S RESPONSISILITIES :'�:��-�:iui�l�.� The City has obtained, or will obtain, the appropriate Right-of-Way perniits from Pinellas County. These permits are required prior to the commencement of any work. The Contractor shall be responsible for obtaining a copy af these permits and for complying with any pravisions or requ�rements w�ach may relate to the conduct of construction activities ARTICLE 9- OWNER'S REPRESENTATIVE STATUS DURING CONSTRUCTION 9.1 OWNER'S REPRESENTATIVE The Owner's Representative during the Bidding Phase is listed below. Robert Maue, PE City of Clearwater Engineering 100 S. Myrtle Avenue, Roam 220 Clearwater, Florida 33756 Phone: 727-562-4827 Fax: 727-552-4755 Eznail: xobert.maue@mycleaxwater.corn � ► � � ' ' u ► : : ei��i-��-�[�Ii)►i�] il ll [��►�� Green/ea East-West lnterconnect RCW Project Section ///a 10-0038-UT Supplementary Genera/ Conditions llla - 2 � � � 1 ' 1 �� ' 1 � ' , �J 1 � � � � , � 1 ' �] ' , 1 , l� � 1 1 1 1 ' ' � � � 1 SECTION IV TECHNICAL SPECIFICATI�NS �d 1 SCOPE OF WORK ...........................................................................................................1 1.1 SCOPE DESCRIPTION ................................................................................................. 1 1.2 SCOPE OF WORK CHECKLIST .................................................................................. 2 2 FIELD ENGINEERING .................................................................................................. 3 2.1 LINE AND GR.ADE SHALL BE PERFORMED BY THE CONTRACTOR ............... 3 Z.1.1 GRADES, LINES AND LEVELS ............................................................................. 3 2.1.2 LAYOLTT DATA ....................................................................................................... 4 2.2 LINE AND GRADE SHALL BE PERFORMED BY THE CITY ................................. 4 3 DEFINITION OF TERMS ............................................................................................... 4 3.1 REFERENCE STANDARDS .......................................................... ............................... 4 3.2 ABBREVIATIONS AND SYMBOLS ........................................................................... 4 4 ORDER AND LOCATION OF THE WORK ................................................................ 6 5 EXCAVATION FOR UNDERGROUND WORK .......................................................... 6 GC�NCRETE ......................................................................................................................7 7 EXCAVATION AND FORMS FOR CONCRETE WORK .......................................... 7 7.1 EXCAVATION ................................................................................................................7 7.2 FORMS ........................................................................................................................... 7 8 REINFORCEMENT .........................................................................................................7 8.1 BASIS OF PAYMENT ................................................................................................... 8 9 OBSTRUCTIONS .............................................................................................................8 10 RESTORATION �R REPLACEMENT �F DRIVEWAYS, CURSS, SIDEWALKS AND STREET PAVEMENT ............................................................................................ 8 11 WORK IN EASEMENTS OR PARKWAYS .................................................................. 9 12 DEWATERING .................................................................................................................9 12.1 GENER.AL ...................................................................................................................... 9 12.2 PERMIT REQUIREMENTS ........................................................................................ 10 1.2.2.1 DEWATERING C�NTR�L ................................................................................... 14 12.2.2 GENERIC PERMIT FOR THE DISCHARGE OF PRQDUCED GROUND WATER FROMANYNDN-CONTAMINATED SITE ACTIVITY ........................... 10 13 SANYTARY MANHOLES ..............................................................................................12 13.1 BUILT UP TYPE .......................................................................................................... 12 13.2 PRECAST TYPE .......................................................................................................... 13 13. 2.1 MANHOLE AD,�ISTMENT RI NGS (GRADE RINGS) ........................................ 13 13.3 DROP MANHOLES ..................................................................................................... 13 13.4 FRAMES AND COVERS ............................................................................................ 13 SectionlV i 4/1 ]/2011 13.5 MANHOLE COATINGS .............................................................................................. 13 13.6 CONNECTIONS TO MANHOLES ............................................................................. 14 14 BACKFILL ...................................................................................................................... ] 4 15 STREET CROSSINGS, ETC . .......................................................................................14 16 R.AISING OR LUWERING OF SANITARY SEWER, STORM DRAINAGE STRUCTURES................................................................................................................14 16.1 BASIS OF PAYMENT ................................................................................................. 14 17 UNSUITABLE MATERIAL REMOVAL .....................................................................15 17.1 BASIS OF MEASUREMENT ...................................................................................... 15 17.2 BASIS OF PAYMENT ................................................................................................. 15 18 UNDERDRAINS .............................................................................................................15 18.1 BASIS OF MEASUREMENT ...................................................................................... 15 1$.2 SASIS OF PAYMENT ................................................................................................. 16 19 STORM SEWERS .......................................................................................................... lb 19.1 AS BUILT INFORMATION ......................................................................................... 16 19.2 TESTING ......................................................................................................................16 19.3 BASIS O�' PAYMENT ..................................�---�--�............. ..................................... 17 20 SANITARY SEWERS AND FORCE MAINS ..............................................................17 20.1 MATERIALS ................................................................................................................ 17 20.1.1 GRAVITYSEWER P.IPE ........................................................................................ X 7 20.1.2 FORCEMAINPIPE .............................................................................................17 20.2 1NSTALLATI�N .......................................................................................................... 17 24.2.1 GRAVITYSEWER PIPE ........................................................................................ 17 20.2.2 FORCEMAINPIPE ..............................................................................................18 20.3 AS BUILT DRAWINGS ............................................................................................... 18 20.4 TESTING ......................................................................................................................18 20.4.1 TESTING OF GRAVITYSEWERS ........................................................................ 18 20. 4. 2 TESTING OF FORCE MAINS .............................................................................. 19 20.5 BASIS O�' PAYMENT ................................................................................................. 19 20.5.1 GRAVITYSEWER PIPE ........................................................................................ 19 20. S. 2 F4RCE MAIN PIPE ............................................................................................. 19 21 DRAINAGE .....................................................................................................................19 22 ROADWAY SASE AND SUBGRADE ..........................................................................19 22.1 BASE ............................................................................................................................ 19 22.1.1 BASIS OF MEASUREMENT FOR BASE AND REWORKED BASE ................... 21 22.1. 2 BASIS OF PAYMENT F�R BASE AND REW4RKED BASE ............................... 21 22.2 SUBGRADE .................................................................................................................21 22. 2.1 BASIS OF MEASUREMENT . .. . .. .. . . . .. .. . . .. . . . . . .. .. . . . .. .. .. .. . . . .. . . . . . .. . .. . .. . .. .. .. . . . .. .. . . .. . . . .. 21 22. 2. 2 BASIS OF PAYMENT ............................................................................................ 22 23 ASPHALTIC CONCRETE MATERIALS ................................................................... 22 23.1 ASPHALTIC CONCRETE ........................................................................................... 22 se�c�o�v �� 4/I 1/2011 ' ' � � � r� ' � � [� , 1 ' ' � � � 11 � , 1 ' ' �� 1 ' 1 l� 1 1 1 , r � LJ � 1 � ' 23.1.1 AGGREGATE ........................................................................................................22 23.1.2 BITUMINOZISMATERIALS ................................................................................. .22 23.2 HOT BITUMINOUS MIXTURES — PLANT, METHODS, EQUIPMENT & QUALITYASSURANCE ............................................................................................ 22 23.3 ASPHALT MIX DESIGNS AND TYPES .................................................................... 23 23.4 ASPHALT PAVEMENT DESIGNS AND LAYER THICKNESS ............................... 23 23.5 GENER.AL CONSTRUCTION REQUIREMENTS .................................................... 24 23.6 CRACKS AND POTHOLE PREPAR.A'I`ION .............................................................. 24 Z3.6.1 CRACKS ................................................................................................................24 23.6.2 PDTH�LES ...........................................................................................................24 23.7 ADJUSTMENT OF MANHOLES ............................................................................... 25 23.8 ADDTTIONAL ASPHALT REQUIREMENTS ............................................................ 2S 23.9 SUPERPAVEASPHALTIC CONCRETE ....................................................................26 23.10 BASIS O�' MEASUREMENT ...................................................................................... 26 23.11 BASIS OF PAYMENT ................................................................................................. 26 24 ADJUSTMENT TO THE UNIT B�D PRICE FOR ASPHALT .................................. 27 25 GENERAL PLANTING SPECIFICATIONS .............................................................. 27 25.1 IRRIGATION ................................................................................................................ 27 25.1.1 DESCRIPTIUN .....................................................................................................27 .25.1.2 PRODUCTS ..........................................................................................................29 25.1.3 E�CUTION .........................................................................................................33 25.2 LANDSCAPE ...............................................................................................................36 25. 2.1 GENERAL ............................................................................................................. 3b 25.2.2 PR4DUCTS ..........................................................................................................41 25.,2.3 E�CUTION .........................................................................................................44 26 HDPE DEFORMED REFORMED PIPE LINING ................................................... 51 26.1 1NTENT ........................................................................................................................ 51 26.2 PRODUCT AND CONTRACTOR/INSTALLER ACCEPTABILITY ........................ 51 26.3 MATERYALS ...............................................................................................................: 51 26.4 CLEANING/SURFACE PREPARATION ................................................................... 52 26.5 TELEVISION 1NSPECTION ....................................................................................... 52 26.6 L1NER iNSTALLATTON ............................................................................................. 53 26.7 LATERAL RECONNECTI�N ..................................................................................... 53 26.8 TIME OF CONSTRUCTION ....................................................................................... 53 26.9 PAYMENT ....................................................................................................................53 27 PLANT MIX DRIVEWAYS ........................................................................................... 53 27.1 BASIS OF MEASUREMENT ...................................................................................... 54 27.2 BASIS OF PAYMENT ................................................................................................. 54 28 REPORTING OF TONNAGE OF RECYCLED MATERIALS ................................ 54 29 CONCRETE CURBS ..................................................................................................... 54 29.1 BASTS OF MEASUREMENT ...................................................................................... 54 29.2 BASIS OF PAYMENT ................................................................................................. 54 30 CONCRETE SIDEWALKS AND DRIVEWAYS ......................................................... S4 SectionN iii 4/11 /2011 30.1 CONCRETE SIDEWALKS .......................................................................................... 54 30.2 CONCRETE DRiVEWAYS ......................................................................................... 55 30.3 BASIS �F MEASUREMENT ...................................................................................... 55 30.4 BASIS OF PAYMENT ................................................................................................. SS 31 SUDDING ........................................................................................................................55 32 SEEDING .........................................................................................................................56 33 STORM MANHOLES, INLETS, CATCH BASINS OR OTHER STORM STRUCTURES................................................................................................................ 56 33.1 BUILT UP TYPE STRUCTURES ................................................................................ S6 33.2 PRECAST TYPE .......................................................................................................... 57 33.3 SASIS OF PAYMENT ................................................................................................. 57 34 MATERIAL USED ......................................................................................................... S7 35 CONFLICT BETWEEN PLANS AND SPECIFICATIONS ...................................... 57 36 STREET SIGNS .............................................................................................................. S7 37 AUDIO/VIDEO RECORDING OF WORK AREAS .................................................. 57 37.1 CONTRACTOR TO PREPARE AUDIO/VIDEO RECORDING ................................ 57 37.2 SCHEDULING OF AUDIO/VIDEO RECORI]ING ................................................... 57 37.3 PROFESSIONAL VIDEOGRAPHERS ....................................................................... 58 37.4 EQUIPMENT ............................................................................................................... 58 37.5 RECORDED INFORMATION, AUDI� ...................................................................... 58 37.6 RECORDED INFORMATION VTDEO ....................................................................... 58 37.7 VIEWER ORIENTATION ............................................................................................ S8 37.8 LIGHTING ................................................................................................................... S9 37.9 SPEED OF TRAVEL .................................................................................................... 59 37.10 VIDEO LOG/1NDEX ................................................................................................... 59 37.11 AREA OF COVERAGE ............................................................................................... 59 37.12 COSTS OF VIDEO SERVICES ................................................................................... 59 38 EROSION AND SILTATION CONTROL ................................................................... 59 38.1 STABILIZATION OF DENUDED AREAS ................................................................. 59 38.2 PROTECTION AND STABILIZATION OF SOIL STOCKPILES ............................. b0 3$.3 PROTECTION OF EXISTING STORM SEWER SYSTEMS .................................... 60 38.� SEDIMENT TRAPFTNG MEASURES ........................................................................ 60 38.5 SEDIMENTATION BASINS ....................................................................................... 60 38.6 WORKING IN OR CROSSING WATERWAYS OR WATERBODIES ...................... 60 38.7 SWALES, DITCHES AND CHANNELS .................................................................... 61 3$.8 UNDERGROUND UTILITY CONSTRUCTION ....................................................... 61 38.9 MAINTENANCE ......................................................................................................... 61 38.10 C�MPLIANCE .............................................................................................................61 39 UTILITY TIE IN LOCAT�ON MARKING ................................................................. 64 40 AWARD OF CONTRACT, WORK SCHEDULE AND GUARANTEE .................... 6�4 41 POTABLE WATERMAINS, RECLAIMED WATERMAINS AND APPURTENANCES ....................................................................................................... 64 SectionIV iv 4/11 /201 ] C� 1 � r � � ' � r �� C_J r r C� � �� r � r �� J IJ 1 1 ' , 1 � C_J ' � � �I , , 1 , 41.1 SCOPE .......................................................................................................................... 54 41.2 MATERIALS ................................................................................................................ 65 41. 2.1 GENERAL ............................................................................................................. 65 41. 2. 2 PIPE MATERIALS AND FITTINGS ..................................................................... 65 a1.2.3 GATE YALVES ...................................................................................................... 67 41.2.4 VALVE BD�S ...................................................................................................... 67 41.2.5 HYDRANTS ...........................................................................................................68 41.2. 6 SERVICE SADDLES ............................................................................................. 69 41.2. 7 TESTS, INSPECTIQNAND REPAIRS .................................................................. 69 41. 2. 8 BACKF'LOW PR�'VENTERS ................................................................................ 69 41..2. 9 TAPPING SLEEVES ............................................................................................. 0 41.2.10 BLOW OFF HYDRANTS ...................................................................................... D �1.3 CONSTRUCTION ........................................................................................................70 41.3.1 MATERIAL HANDLING ....................................................................................... D 41. 3. Z PIPE LAYING ..................................................................... .................................. D 41.3.3 SETTING OF VALVES, HYDRANTSAND FITTINGS ......................................... Z 41. 3. 4 C�NNECTI'DNS TO E�S'TING LINES ...... .. .. . . . .. .. .. .. . . .. .. .. .. .. . .. .. . .. . .... .. .. .. .. . . . . .. .. . Z 41.4 TESTS ...........................................................................................................................73 41.4.1 HYDROSTATIC TESTS ......................................................................................... � 41. 4. 2 NOTICE OF TEST ................................................................................................ � 41.5 STERILIZATION ......................................................................................................... 73 41. S.1 STERILI�NG AGENT .. . . .. .. .. . . .. ..... . .. . .. . . . .. .. .. . . . .. . . . . .. .. . . .. .. . . .. . . . .. . . . .. . . . .. . . . . .. .. .. .. .. .. .. � 41. 5. 2 FL USHING SYSTEM ............................................................................................ � 41. S. 3 STERILI.�T7�N PROCED URE . .. . .. .. .. . .. .. .. .. .. . .. . . .. .... .. .. .. .. .. .. . . . ... .. .. . . . . . .. .. .. .. .. .. .. . � 41. S. 4 RESID UAL CHLORINE TESTS ...................................... .................................... .. � 41.5.5 BACTERIAL TESTS .............................................................................................. � 41.6 MEASUREMENT AND PAYMENT ........................................................................... 74 41. 6.1 GENERAL ............................................................................................................. � 41.6.2 FURNISHAND INSTALL WATER MAINS ........................................................... .� 41. 6.3 FURNISHAND INSTALL FITTINGS ................................................................... .� 41. 6. 4 FURNISHAND INSTALL GATE VALVES COMPLETE WITH BO�S AND CDVERS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .� 41. 6. S FU.RNISHAND INSTALL F.IRE HYDRANTS ....................................................... � 42 GAS SYSTEM SPECIFICATIUNS .............................................................................. 76 43 TENNIS COURTS .......................................................................................................... 76 43.1 PAVED TENNIS COURTS .......................................................................................... 76 43.1.1 SOIL TREATMENTS ............................................................................................. � 43.1..2 BASE C�URSE ..................................................................................................... � 43.1. 3 PRIME CDAT ....................................................................................................... � 43.1. � LEVELING COURSE ............................................................................................ � 43.1. S SURFACE C4 URSE ................................................... .� 43.1. b C�LOR COAT ..................................................................... ................................. 7 �3.2 CLAY TENNTS COURTS ............................................................................................ 78 43. 2.1 GENERAL ... ...... .. ........ . .... ........ .. .... .. ..... . . ...... . ....... . .. ... . .... 8 43. ,Z. Z SITE PREPARATION ............................................................................................ 9 43.Z.3 SLOPE ...................................................................................................................9 43. 2. 4 BASE CONSTR UCTION . .. .. ...... ............ .... .. .. .. ... . ... ...... .... .. .. .. .... .. .. .... ..... ... . ... .. . .. .. 80 SectionIV v 4/11/2011 � 4 4 4 43. 2. S PERIMETER CURBING ....................................................................................... 80 43.2.6 SURFACE CDURSE ............................................................................................. 80 43. 2. 7 RODT BARRIER ................................................................................................... 80 43. 2. 8 FENCING ........................................................................... .................................: 81 43. ,2. 9 WINDSCREENS . .. ... .. .. ... .. .. . . .. .. .. . .. . . . . . . . . . .. . . . . . .. . . . . . .. . . .. . . . .. .. . .. .. . . . . . .. . . .. .. . .. .. .. . .. ... . .. . 81 43.2.10 COURT E�7IPMENT .......................................................................................... 81 43. 2.11 SHADE STR UCT URE . . . . . . . . . . . .. . . ... . . . .. .. . . .... . .. .. . .. .. .. ... .. . . .. . .... .. .. . .. .. . .. ....... .. . . . .. .. . . . . . . 83 43.2.12 YVATER 50URCE (Potable) ................................................. ................................. 83 a3.2.13 CONCRETE .............:............................................................................................83 43..2.14 EASTING SPQRT TENNIS C�URT LIGHTING ................................................ 83 43. 2.1 S WATER COOLER ............................................................................................... 84 43. 2.1 b DEM�N,STRATIDN .............................................................................................. 84 43.2.17 WARRANTY ...........................................................................................................84 4 WORK ZONE TRAFFIC CONTROL ......................................................................... 85 44.1 CONTRACTOR RESFONSIBLE FOR WORK ZONE TRAFFIC CONTROL ......... 85 44.2 WORK ZONE TRAFFIC CONTROL PLAN .............................................................. 85 44. Z.1 WORK �NE SAFETY ......................................................................................... SS 44.3 ROADWAY CLOSURE GUIDELINES ....................................................................... 86 49.3.1 ALL RDADWAYS ................................................................................................... 86 44.3.2 MA,�R ARTERIALS, MINDR ARTERIALS, LOCAL C�LLECT�RS ................. 86 44.3.3 MAlDR ARTERIALS, MIN�R ARTERIALS ......................................................... 86 44.3. 4 MA�R ARTERIALS ............................................................................................. 86 44.4 Al'PROVAL OF WORK Z�NE TRAFFIC CONTROL PLAN ................................... 86 44.5 INSPECTION OF WORK ZONE TRAFFIC CONTROL OPERATION .................... 87 A�4.6 PAYMENT FOA WORK ZONE TR.AFFIC CONTROL ............................................. 87 44.7 CERTIFICATION �F WORK ZONE TRAFFIC CONTROL SUPERVISOR............ 87 5 CURED-IN-PLACE PIPE LINING .............................................................................. $7 45.1 1NTENT ........................................................................................................................ 87 45.2 PRODUCT AND CONTRACTORIINSTALLER ACCEPTABILTTY ........................ 88 45.3 MATERIALS ...................................................................................��-�-------�----------------- RR 45.4 CLEANING/SURFACE PREPARATION .................................................................... 8$ 45.5 TELEVISION 1NSPECTION ....................................................................................... 89 45.6 L1NER INSTALLATION ............................................................................................. 89 45.7 LATERAL REC�NNECTION ..................................................................................... 89 45.$ TIME OF CONSTRUCTION ....................................................................................... 89 45.9 PAYMENT ....................................................................................................................89 G SPECTFICATIQNS FOR POLYETHYI.ENE SLIPLINING ..................................... 90 46.1 MATERIALS ................................................................................................................ 90 �6.1.1 PIPE AND FITTINGS ........................................................................................... 90 46.1.2 �,IALITYCONTROL ........................................................................................... 90 46.1.3 SAMPLES ..............................................................................................................90 46.1.4 RF.,�'CTION ..........................................................................................................90 46.2 PIPE DIMENST�NS .......................................................................�-----........................ 90 46.3 CONSTRUCTION PRACTICES ................................................................................. 91 46. 3.1 HANDLING UF PIPE ........................................................................................... 91 46. 3. 2 REPAIR OF DAMAGED SECTIONS .................................................................... 91 sectioniv vi 1 �J � � � ' 1 , r � J � ' r 1 � � � � 4/11/201 ] � , ' ' 1 � ' 4 1 ' 4 1 � 1 r � � ' 4 , 1 r 46. 3. 3 PIPE �IINI'NG ..................................................... ................................................ 91 46. 3. �4 HANDLING OF FUSED PIPE ............................................................................. 91 46.4 SLIPLINING PROCEDURE ........................................................................................ 91 46. 4.1 PIPE RE�,7IREMENTS AND DIMENSIONS ...................................................... 91 46. 4. 2 CLEANING AND INSPECTION ......................................................................... .. 91 46. 4. 3 INSERTI�N SHAFT AND F�'AYATIONS .......................................................... 92 46. 4. 4 INSERTIDN �F THE LINER ................................................................................ 92 46. 4. S CONFIRMATION OF PIPE SIES ...................................................................... 92 46. 4. 6 UNDERDRAIN CONNECTIDNS IF RE�lIRED ................................................ 92 46. 4. 7 BACKFILLING ............................................................................................. ........ 93 46. 4. 8 POINT REPAIR ..................................................................................................... 93 46.4.9 CLEAN UP �PERATI�NS ................................................................................... 93 7 SPECIFICATIONS FOR POLYVINYL CHLORIDE RIBBED PIPE ...................... 93 47.1 SCOPE .......................................................................................................................... 93 47.2 MATERIALS ................................................................................................................ 93 47.3 PIPE .............................................................................................................................. 93 A�7.4 JOINING SYSTEM ...................................................................................................... 94 47.5 FITTINGS .....................................................................................................................94 S GUNITE SPECIFICATIUNS ........................................................................................ 94 48.1 PRESSURE INJECTED GR�UT ................................................................................ 94 48.2 REHASILITATION OF CORRUGATED METAL PIPE WITH GUNITE ................. 94 �8.3 COMP�SITION ........................................................................................................... 94 48.4 STRENGTH REQUIREMENTS .................................................................................. 95 48.5 MATERIAL,S ................................................................................................................ 95 48.0 WATER .........................................................................................................................95 �8.7 REINFORCEMENT .....................................................................................................95 48.8 STOR.AGE OF MATERIALS ....................................................................................... 95 4$.9 SURFACE PREPARA.TION ......................................................................................... 96 48.10 PROPORTIONTNG ................................................::.....................................................96 48.11 MIXING ................................................................. .....................................................96 48.12 APPLICATION .............................................................................................................96 48.13 CONSTRUCTTON JOINTS ......................................................................................... 97 48.14 SURFACE FINISH ....................................................................................................... 97 48.15 CURING ....................................................................................................................... 97 48.16 ADJACENT SURFACE PROTECTION ..................................................................... 97 48.17 1NSFECTION ............................................................................................................... 98 48.18 EQUIPMENT ............................................................................................................... 98 9 SANITARY AND STORM MANHOLE LINER RESTORATION ........................... 99 49.1 SCOPE AND INTENT ................................................................................................. 99 49.2 PAYMENT. ..............................................................................99 49.3 FIBERGLASS L1NER PRODUCTS .....................................................................•---.._ 99 49.3.1 MATERIALS ..........................................................................................................99 49.3.2 INSTALL.ATIONAND ESCUTION .................................................................. 100 A�9.4 STRONG SEAL MS-2 LINER PR�DUCT SYSTEM .............................................. 100 49. 4.1 MATERIALS ........................................................................................................ 1 DI 49.5 INFILTR.A,TION CONTROL ...................................................................................... 101 sectionIV v;; 1 4/11/2011 S S 5 s S4 49.6 GROUTING MIX ....................................................................................................... 101 49.7 LTNER MIX ................................................................................................................ 101 49.8 WATER ....................................................................................................................... 102 49.9 OTHER MATERTALS ................................................................................................ 102 49.10 EQUIPMENT ............................................................................................................. 102 49.11 INSTALLATION AND EXECUTION ....................................................................... 102 49.11.1 PREPARATI�N ...................................................................................................102 49.11.2 MI�VG ...............................................................................................................103 49.11. 3 SPRAYING .......................................................................................................... 103 49.11. 4 PROD UCT TESTING ......................................................................................... 103 49.11.5 CUR.ING ..............................................................................................................103 49.11. 6 MANHOLE TESTING AND ACCEPTANCE ...................................................... 104 49.12 INNERLINE ENVIRONMENTAL SERVICES LINER PRQDUCT SYSTEM ....... 104 49.12.1 SCOPE ................................................................................................................104 49.12.2 MATERIALS ........................................................................................................104 49.12.3 INSTALLATIDNAND E�CUTION .................................................................. 106 0 PROJECT INFORMATION SIGNS ..........................................................................10$ 1 IN-LINE SKATING SURFACING SYSTEM ............................................................108 51.1 SCOPE ...............................................................................................................•-�-•--.. 108 51.2 SURFACE PREPARATIONS ..................................................................................... 109 51.2.1 ASPHALT ............................................................................................................109 51.2.2 C�NCRETE ........................................................................................................109 51.2. 3 C�URT PATCH BINDER MI.X ......................................................................... 109 51.3 APPLTCATION OF ACRYLIC FILLER COAT ......................................................... 109 51.4 APPLICATION OF FORTIFIED PLEXIPAVE .......................................................... 110 51.5 PLEXTFLORAPPLICATION ..........................................................................•------•-- 110 51.5 PLAYING LINES ..........................................�----------�-----............................................ 110 51.7 GENERAL .................................................................................................................. 110 51.8 LIMTTATIONS ................................................�---....................................................... 110 2 RF,STnF.NT NOTIFICATION OF START OF CONSTRUCTIQN ..........................111 3 GABIONS AND MATTRESSES ..................................................................................111 53.1 MATERIAL .................................................................................................................111 53.1.1 GABI�NAND RENO MATTRESS MATERZAL ...................................................111 53.1.2 GABIONAND MATTRESS FILLER MATERIAL : ...............................................113 53.1.3 MATTRESS WrRE ................................................................................................114 53.1. �t GEOTE�ILE FABRIC ........................................................................................114 53.2 PERFORMANCE ....................................................................................................... 114 LAWN MAINTENANCE SPECIFICATIONS ...........................................................115 54.1 SCOPE ........................................................................................................................ 11 S 54.2 SCHEDULING OF W�RK ........................................................................................ 115 54.3 W�RK METHODS .................................................................................................... 116 54.3.1 MAINTENANCE SCHEDULING ........................................................................116 54.3.2 DUTIES PER SERVICE VISIT ............................................................................116 54.4 LITTER .......................................................................................................................116 5�4.5 VISUAL CHECK ....................................................................................................... 116 SectioniV viii 1 C� � �_� �--, ` � L! ' 1 1 � � 1 ' [=� � � � ' � � 4/11/20] 1 � ' l� ' � L�� ' C� � � �J u 1 ' 1 LJ ' � , 'I 1 � 54.6 PLANT TRIMM�IVG AND PALM PRUNING .......................................................... 116 54.7 PHOENIX SPECIES (CANARY DATE, INDIA DATE, PYGMY DATE, ETC.)..... 116 54.$ DEBRIS REMOVAL .................................................................................................. 116 54.9 TRAFFIC CONTROL ................................................................................................ 117 54.10 PEDESTRIAN SAFETY ............................................................................................ 117 54.11 PLANT FERTTLTZATION .......................................................................................... 117 54.12 WEED REMOVAL IN LANDSCAPED AREA ......................................................... 117 54.13 MULCH C�NDITION ............................................................................................... 117 54.14 TRRTGATION SERVICE AND REPAIR .................................................................... 117 54.1 S LAWN AND ORNAMENTAL PEST CONTROL ..................................................... 117 54. l 6 PALM FERTiLTZATION ............................................................................................ 117 5�}.17 FREEZE PROTECTION ............................................................................................ 118 54.18 LEVEL OF SERVICE .......................................................... ..................................... 118 54.19 COMPLETION OF WORK ....................................................................................... 11$ 54.20 INSPECTION AND APPROVAL .............................................................................. 118 54.21 SPECIAL C�NDITIONS ........................................................................................... 118 55 MYLLING �PERATIONS ............................................................................................119 55.1 EQUIPMENT, CONSTRUCTION & MILLED SUR�'ACE ...................................... 119 55.2 ADDITIONAL MILLING REQUIREMENTS .......................................................... 119 SS.3 SALUAGEABLE MATERIALS ................................................................................. �20 55.4 DISP�SABLE MATERIALS ..................................................................................... 120 55.5 ADJUSTMENT AND LOCATION OF UNDERGROUND UTIL�TIES .................. 120 55.5 ADrUSTMENT OF UTILITY MANHOLES ............................................................ 120 55.7 TYPES OF MILLING .........................................................�-----�.................. ........ 120 SS.8 MTLLING OF 1NTERSECTIONS .............................................................................. 121 55.9 BASIS OF MEASUREMENT .................................................................................... 121 55.10 BASIS OF PAYMENT ............................................................................................... 121 56 CLEARING AND GRUBBING ...................................................................................1.21 56.1 BASIS OF MEASUREMENT ...................................................................................: 121 56.2 BASIS OF PAYMENT .............................................................................................. 121 57 RIPRAP .........................................................................................................................121 57.1 BASIS OF MEASUREMENT ..........................................................�-........................ 121 57.2 BASIS OF PAYMENT ............................................................................................... 122 58 TREATMENT PLANT SAFETY ................................................................................122 58.1 HAZARD POTENTIAL.....--• ..................................................................................... 122 58.2 REQUIRED CONTRACTOR TRAINING ................................................................ 122 59 TR.AFFIC SIGNAL EQUIPMENT AND MATERIALS ...........................................122 59.1 BASTS OF MEASUREMENT AND PAI'MENT ....................................................... 123 60 SIGNING AND MARKiNG .........................................................................................123 60.1 SASIS OF MEASUREMENTAND PAYMENT.--• ................................................... 123 61 ROADWAY LTGHTING ..............................................................................................123 61.1 BASIS OF MEASUREMENTAND PAYMENT ....................................................... 123 SectionlV ix 4/ 1 I/2011 b2 TREE PROTECTION ..................................................................................................12� 52.1 TREE BARRICADES ................................................................................................ 124 62.2 ROOT PRUNING ....................................................................................................... 124 62.3 1'ROPER TREE PRUNING ........................................................................................ 125 63 PROJECT WEB PAGES ..............................................................................................126 63.1 WEB PAGES DESIGN ............................................................................................... 126 63.2 WEB ACCESSIBILITY GUIDELINES ..................................................................... 125 63.3 THE SUN AND WAVES LOGO AND ITS USE ....................................................... 126 63.4 MAPS AND GRAPHICS ........................................................................................... 127 63.5 1NTERACTIVE FORMS ........................................................................................•.._ 127 63.6 POSTING ....................................................................................................................127 63.7 WEB PAGES U�DATES ............................................................................��-------••-•--• 127 64 OVERHEAD ELECTRIC LINE CLEARANCE ......................................................127 64.1 CLEARANCE OPTIONS ........................................................................................... 127 54.2 REQUIRED MINIMUM CLEARANCE DISTANCES ............................................ 127 SectionlV x 4/11/2011 1 , � ' 1 ' 1 1 , 1 1 , , 1 � 1 � i � ' 1.1 Section IV -- Technical Specifications SCOPE OF W�RK SCOPE DESCRIPTIQN Project Name: Greenlea Est-West Interconnect Reclaimed Water Proj�ct Froject Number: 10-0038-UT Scope of Work: The work for which proposals are invited consists of construction of a reclaimed water system with approximately 21,000 linear feet af 4-inch through 12-inch PVC piping (Certa-Lak or Diamond Lok-21) including valves and fittings. Ductile iron or HDPE piping will be used only on the locations shown an the Contract Drawings or as instructed by the Owner's Authorized Project Representative. The method oi installation is horizontal directional drilling. Open cut may be used only when it is impractical to use horizontal directional boring or as shown on the Contract Drawings. The Contractor shall provide 1/4 tFixed/Portable} project signs as described in SECTION III, ARTICLE 23 of the Contract Documents. The final number of project signs will be determined at the beginning of the project based on the Contractor's schedule of work submitted for approval. Additianal project signs may be required above the indicated amount du� ta the Contractor's schedule of work, which will be provided at no additianal cost to the Owner. CUNTR.ACT PERIOD: 2].0 CONSECUTIVE CALENDAR DAYS SectionIV Page 1 of 128 4/11/2U11 Section IV —Technical Specifcations 1.2 SCOPE OF WORK CHECKLIST Project Name: Greenlea Est-West Interconnect Reclaimed Water Project Project Number: 10-0038-UT The following Articles of the Technical Specifications will apply to this contract if marked "X" as shown below: 1 � Sco e Of Work 2.1 Line and Grade Shall Be Perfarmed B The Contractor 2.2 Line and Grade Shall Be Perfarmed B The Ci 3 � Definition Of Terms 4 � Order And Location Of The Work 5 � Excavation For Under round Work 5 Concrete 7 � Excavation And Fortns For Concrete Work 8 Reinforcement 9 � Obstructions 10 � Restoration Or Re lacement Of Drivewa s, Curbs, Sidewalks And Street Pavement 11 Work In Easezx�ents Oz� Par�Cwa s 12 � Dewaterin 13 ❑ Sanit Manholes 14 � Backfill 15 � Street Crossin s, Etc. 16 ❑ Raisin Or Lowerin Of Sanit Sewer, Storm Draina e Structures 17 Unsuitable Material Removal 18 � Underdrains 19 � Stozm Sewers 20 Sanit Sewers And Force Mains 21 � Draina e 22 � Roadwa Base And Sub rade 23 As haltic Concrete Materials 24 ❑ Ad'ustment To The Unit Bid Frice For As halt 25 ❑ General Plantin S ecifications 26 ❑ Hd e Deformed - Reformed Pi e Linin 2'1 � Plant Mix Drivewa s 2$ ❑ Re ortin Of Tonna e Of Rec cled Materials 29 � Concrete Curbs 30 � Concrete Sidewalks And Drivewa s 31 � Soddin 32 ❑ Seedin 33 Storm Manhales, Inlets, Catch Basins Or Other Storm Structures 34 � Material Used 35 � Canflict Between Plans And S ecifications 36 � Street Si ns 37 � Audio/Video Recordin Of Work Areas 38 � Erosion And Siltation Control 39 � Utili Tie In Locatian Markin 5ectionIV Page 2 of l28 4/1 ]/2011 ' 1 1 � ' r , , � 1 1 1 1 1 ' 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 S6 57 58 S9 60 61 62 63 2 2.1 5ection IV — Technical Specifications Award Of Contract, Wark Schedule And Guarantee Potable Water Mains, Reclaimed Water Mains and A Gas S stem S ecifications T�nnis Courts Work Zone Traffic Control Cured-In-Place Pi e Linin Specifications for Polyethylene Sliplining S ecifications for Pol vin 1 Chloride Ribbed Pi e Gunite Specifications Sanitary and Storm Manhole Liner Restoration Pro'ect Information Si ns In-Line Skatin Su.rfacin S stem Resident Notification of Start af Construction Gabions and Mattresses Lawn Maintenance S ecifications and Grub Treatment Plant Traffic Signal E Si�nin� And M� Tree Frotection Proiect Web Fa and Materials FIELD ENGINEERING . LINE AND GRADE SHALL BE PERFORMED BY THE CONTRACTOR The Contractor shall provide and pay for field engineering service required for the project. Such work shall include survey work to establish lines and levels and to locate and lay out site improvements, structures, and contraliing lines and levels required for the construction of the work. Also included are such Engineering services as are specified or required ta execute the Cantractor's construction methods. Engineers and Surveyors shall be licensed professionals under the laws af the state of Florida. The Contractor shall pravide three (3) cornplete sets of As- built Survey to the Engineer prior to final payment being made as outlined in Section III (General Conditions), Article 6.11.2 of these Contract Documents, 2.1.1 GRADES, LINES AND LEVELS ' Existing basic horizontal and vertical control points for the praject are those designated on the Drawings or pravided by the City. Control paints (far alignment only) shall be established by the Engineer. The Contractor shall locate and protect cantrol points prior ta starting site work and ' shall preserve all permanent reference points during canstruction. In working near any permanent property corners ar reference markers, the Contractor shall use care not ta remove or disturb any such markets. In the event that markers must be removed or are disturbed due to the , SectionlV Page 3 of 128 4/11/2011 , Section IV — Technical Specifications proximity of construction work, the Coniractor shall have them referenced and reset by a Land Surveyor qualified under the laws of the state of Florida. 2.1.2 LAYOUT DATA The Contractor shall layout the wark at the lacation and to the lines and grades shawn on the Drawings. Survey notes indicating the information and measurements used in establishing locations and grades shall be kept in natebooks and furnished to the Engineer with the record clrawings for the project. ��.� • � • �s�•�_�3:rn��:3�-z��•1��,.i_�:i=��j�:r�� At the completian of all work the contractor shall be responsible to have furnished ta the project inspector a replacement of the wooden lath and stakes used in the construction of this project. Excessive stake replacement caused by negligence of Contractor's forces, after initial line and grade have been set, as determined by the City Engineer, will be charged to the Contractor at the rate o� $1�0.00 per hour. Time sha�l be coinputed far actual tirne on the project. All time shall be cornputed in Ori�-i1QllI' increments. Minimum charge is $10�.00. The City wi�l generate the project Record construction drawings. �=1�1.�i[��C�Ir[�T� _�:�[+� For the purpose of these Technical Specifications, the definition of terms from SECTION III, ARTICLE 1- DEFINITIONS of these Cantract Documents sha11 apply. For the purpose a� the Estixnated Quantities, the Contractor's attention is called to the fact that the estirnate af quantities as shown an the Proposal Sheet is approximate and is given or�ly as a basis of calculation upon which the award af the contract is to be rnade. The City does not assume any responsibility that the final quantities will remain in strict accordance with estimated quantities nor shall the contractor plead misunderstandings or deception because of such estimate of quantities or af the character or location of the work or of other conditions or situations pertaining thereto. �i �:��1 �=�G��► C�T� _ ► � _ : � � Reference to the standards of any technical society, arganizatian, or associate, or to codes of local or state authorities, shall mean the latest standard, code, specification, or tentative standard adopted and published at the date of receipt af bids, unless specifically stated otherwise. 3.2 ABBREVIATIONS AND SYMBOLS Abbreviations used in the Contract Documents are defined as follows: AA Aluminum Association, Inc. AAMA Architectural Aluminum Manufacturers' Assaciation AASHTO American Association of State Highway and Transpartation Officials ACT American Concrete Institute AISI American Tron and Steel Institute AMA Acoustical Materials Association AMCA Air Moving and Conditioning Association, Inc. ANSI American National Standards Institute ' , �1 � 1 � �� ' � L 1 1 �� , 1 1 �-� SectionIV Page 4 of 128 4/l ]/2011 ' ' ' 1 , ' 1 1 1 ' 1 1 1 , ' , , ' 1 sectionlv 1 APA ASAE ASCE ASHRAE ASME ASSE ASTM AWG AWMA AWS AW WA CFR CISPI CRSI CS DEP DOT EPA FAC FBC FFPC FGC FMC �'PC FedSpec HI IBBM IEEE IPS MTL NAAMM NB�'U NEC NEMA NFPA NPT NWMA PCA PCI SBC SBCCI SDT SFPC SGC SJI SMACCNA Section IV — Technical Specifications American Plywood Association American Saciety of Agricultural Engineers American Society af Civil Engineers American Society of Heating Refrigerating and Air Conditioning American Society of Mechanical Engineers American Society of Sanitary Engineering American Society for Testing and Materials American Wire Gauge Aluminum Window Manufacturer's Association American Welding Society American Water Works Association Code of Federal Regulations Cast Iron Soil Pipe Institute Concrete Reinforcing Steel Institute Cornmercial Standards and National Bureau of Standards Department of Environmental Protection (Florida) Department of Transportation (Flarida) Environmental Protection Agency Florida Administrative Code Florida Building Code Florida Fire Prevention Cade Florida Gas Code Florida Mechanical Code Florida Plumbing Code Federal Specifications Standards of Hydraulic Institute Iron Body, Bronzed Mounted Tnstitute of Electrical and Electronics Engineers Iron Pipe Size Military Specification National Association of Architectural Metal Manufacturers National Baard of Fire Underwriters National Electrical Code National Electrical Manufacturers Association National Fire Protection Assaciation National Pipe Thread National Woodwork Manufacturers' Association Portland Cement Association Prestressed Concrete Institute Standard Building Code (SBCCI) Southern Building Code Cangress International, Inc. Steel Doar Institute Standard Fire Prevention Code (SBCCT) Standard Gas Code (SBCCI) Steel Joist Institute Sheet Metal and Air Canditioning Contractors' National Association Page 5 of 128 4/11/20] 1 Section IV — Technical Specifications SMC Standard Mechanical Code (SBCCI) SPC Standard Plumbing Code (SBCCI) SPIB Southern Pine Inspection Bureau SSPC Steel Structures Painting Cauncil TCA UL Title Council af America Underwriters' Laboratories 4 ORDER AND LOCATION OF THE WORK , 1 �I 1 This article deleted. See SECTION III, ARTICLE 18 — ORDER AND LOCATION OF THE ' WORK. �� :(f7_\%� � [�] � �%13�1�L] �:�t]��1�J11!1'�'L�7:1� The contractar is responsible to take all necessary steps to conduct all excavation in a manner which provides for the successful completion o� the proposed work while at all times maintaining the safety of the workmen, the general public and both public and private property. The contractor's nnethods of work will be consistent with the standard �ractices and requirements of all appropriate Safety Regulatary Agencies, particulaxly the Occupational Safety and Health Administration (OSHA) requirements for excavation. Unless atherwise specifically stated in these plans and specificatians, the methods of safety control and compliance with regulatory agency safety requirements are the full and complete responsibility of the contractor. For the purposes of the Contractor's safety planning in the bidding process, the contractor is ta consider all excavation to be done in the performance of this contract to be in soil classified as OSHA "Type C". The Contractor's attention is called to specific requirements o� OSHA for excavation shoring, employee entry, location of excavated material adjacent to excavation, the removal of water from the excavation, surface encumbrances and in particular the requirement of a"Competent Person" to control safety operations. The Contractor will identify his Cornpetent Person to City staff at the start of construction. City staff are required from time to time to perfortn inspections, tests, survey location work, or other similar activity in an excavatian prepar�d by tkie contractor. City staff in conformance with the OSHA Excavation Safety Requirements are to only enter an excavation in compliance with these OSHA standards. The City's staff reserve the option to refuse entry inta the Contractor's excavation if, in the opinion of the City's sta.ff, the entry into the Contractor's excavation is unsafe or does not conforzn OSHA requirements. If this circumstance occurs, the contractor must either provide the necessary safety requirements ar provide alternate means for the accomplishment of the City's work at the Contractor's expense. The restoration quantities, if any, contained in the bid proposal for this cantract to not contain sufiicient quantities to allow the contractor to perform excavation work using strictly the "open cut" method whereby no shoring systems are used and trench side slapes are cut to conform to OSHA safety requirements without a shoring system. In addition to safety reasons, the Contractor is required to use excavation and trench-shoring methads in compliance with all safety requiremen.ts which allow the Contractor to control the amount of restoration work necessary ta complete the project. Not mare than one hundred (100) feet of trench shall be opened at one time in advance of the completed wark unless written permission is received from the Engineer for the distance specified. For pipe installation projects, the trench shall be six (6) inches wider on each side than the greatest external harizantal width af the pipe or coz�duit, including hubs, intended to be laid SectionIV Page 6 of 128 4/11/2011 LJ 1 1 � , , 1 �� ' 1 �� 1 CJ ' Section IV — Technical Specifcations ' in them. The bottom of the trench under each pipe joint shall be slightly hollowed, to allaw the body of the pipe to rest throughout its length. In case a trench is excavated at any place, excepting at joints, below the grade of its bottom as given, ar directed by the Engineer, the filling ' and compaction to grade shall be done in such manner as the Engineer shall direct, without campensation. 1 , ' 1 1 , 1 ' ' ' � fi CONCRETE Unless otherwise directed, a.11 concrete work shall be performed in accordance with the latest editians of the Design and Cantral of Concrete Mixtures by the Portland Cement Association, the American Concrete Institute, and FDOT's Standard Specificatians. All appropriate testing shall be performed according to the American Society of Testing Materials. Unless otherwise specified, all cancrete shall have fiber mesh reinforcing and have a minimum compressive str�ngth af 30�0 p.s.i. at 28 days. The cement type shall be Type I and shall conform to AASHTO M-85. The aggregate shall canform to ASTM C-33. All ready mix concrete shall conform to ASTM C-94. The slump for all cancrete shall be in the range of 3" to 5", except when admixtures or special placement cansideration.s aze required. The Contractor shall notify the Project Inspectar a minimum of 24 hours in advance of all concrete placement. All concrete shall be tested in the fallowing manner: Placement of less than S cubic yards (cy) shall be tested at the Engineer's discretion. Otherwise, for each class, for each day, for every 50 cy or part thereof exceeding 5 cy, one set of 3 compressive strength cylinders will be required (1 at 7 days and 2 at 28 days). At the discretion of the Engineer, unacceptable test results may require the Contractor to pravide further tests, as det�rmined by the Engineer, to detezmine praduct acceptability, or need far rennoval, and compensation or denial thereof. % 7.1 EXCAVATION AND FORMS FOR CONCRETE WORK EXCAVATI�N Excavating for concrete work shall be made to the required depth af the subgrade or base upon which the concrete is to be placed. The base or subgrade shall be tharoughly compacted to a point 6" outside said concrete wark before the forms are placed. Concrete shall be paured "in the dry" 7.2 FORMS ' Forms for concrete work shall be either wood or rnetal (except curbs, metal only, unless by written pezmission from Engineer). They shall be free from warps or bends, shall have a depth equal to the dimensions required far the depth of the cancrete deposited against them and shall � be of sufficient strength when staked to resist the pressure af concrete without moving or springing. , � � 8 REINFORCEMENT When required, reinforcement shall be placed in the concrete work. Bar reinforcement shall be defarmed: ASTMA-A 615, steel shall be billet Intermediate or Hard Grade: Rail Steel A.A.S.H.T.O. M42. Twisted Bars shall not be used, Fabric Reinforcement shall conform to the SectionIV Page 7 of 12$ 4/11/201 ] Section 1V — Technical Specifications requirements of AASHTO M55 (ASTM A185). Welded deformed steel wire fabric for Concrete reinforcement shall meet the requirements af AASHTO M 221 (ASTM A497). Epoxy coated reinforcing Steel Bars shall rneet ASTM 775/A77 M-86 requirements. 8.1 BASIS OF PAYMENT Reinforcement shall not be paid for separately. The cost of such work shall be included in the contract unit price for the item of work specified. 9 OBSTRUCTIONS Any pipes, conduits, wires, mains, footings, driveways, or other structures encountered shall be carefully pratected from injury or displacement. Any damage thereto shall be fully, promptly, and properly repaired by the Contractor ta the satisfactioz� of the Engineer and the owner thereof. Should it became necessary to change the position of water or gas or other pipes, sewer drains, or poles, the Engineer shall be at once notified of the locality and circumstances, and no claims for darnages arising from the delay in adjusting the pipe, sewer drains or poles shall be made. Failure of the plans to show the lacation, nature ar extent o� any existing structures or obstructions shall not be the basis of a claim for extra work. Any survey monument or benchmark which must be disturbed shall be carefully referenced before removal, and unless otherwise provided for, shall be replaced upon completion of the work by a registered land surveyor. Any concrete removed due to construction requirements shall be removed ta the nearest expansian jaint or by saw cut. Co�tractox shall consult Inspector for ihe approved means. 10 RESTORATION OR REPLACEMENT OF DRIVEWAYS, CURBS SIDEWALKS AND STREET PAVEMENT Driveways, sidewalks, and curbs destroyed or damaged during construction shall be replaced and shall be the same type of material as destroyed or damaged, or to existing City Standards, whichever provides the stronger repair. All street pavement destroyed or damaged shall be replaced with the same type of material, to existing City Standards, unless the existing base is unsuitable as determined by the Engineer, then the base shall be replaced with City approved material. All replaced base shall be a m.inimum 8" compacted thickness, or same thickness as base destroyed plus 2", if aver 6", and campacted ta 9$% of maximum density per AASHTO T- 180. Unless called for in the proposal as separate bid items, cost of the abave wark including labor, materials and equipment required shall be included in the bid price per lineal foot of main or square yazd of base. The bid price for street pavement, restoration or replaceznent when called for in the proposals, shall include all materials, labor and equipment required to complete the work, and shall be paid fvr on a square yard basis. When replacement is over a trench for utilities, the area of replacement shall be limited to twice the depth af the cut plus twice the inside diameter of the pipe. All over this will be at the Contractor's expense. The bid price for restaration or placement of driv�ways, curbs and sidewalks, when called for in the proposals, shall include all materials, labor and equipment required to complete the work and shall be paid for on the basis of the fallowing units: Driveways, plant mix - per square yard: concrete - per square foot; curbs - per lineal foot; sidewalk 4" or 6" thick - per square faot. 5ectionIV Page 8 of 128 4/11/2011 � [J C� ' ' � �I L' � [_� , ' ' ' � , � ' 1 � ' ' ' , 1 �� , ' , ' ' ,---, L�� , � �J � 1 , , Section IV — Technical Speci�cations Concrete walks at drives shall be a minimum of 6" thick and be reinforced with 5/6 X�0/10 welded wire rnesh (also see Articles 8 and 30). The Contractar shall notify the Project Tnspector a minimum of 24 haurs in advance af all driveway, curb, sidewalk and street r�storation and replacement work. 11 WORK IN EASEMENTS OR PARKWAYS Restoration is an important phase af construction, particularly to residents affected by the construction pragress. The Contractor will be expected to complete restaration Activities within a reasonable time following primary construction activity. Failure by the Contractor to accomplish restoration within a reasonable time shall be justification for a temporary stop on primary constructian activity or a delay in apprvval af partial payment requests. Reasanable care shall be taken for existing shrubbery. Cantractor shall replace all shrubbery removed or disturbed during construction. No sepazate payment shall be made for this work. The contractor shall make provision and be respansible for the supply of all water, if needed, on any and all phases af the contract work. The contractor shall not obtain water fram lacal residents or businesses except as the contractor shall abtain written permission. Reuse water is available for the Contractor's use without charge from the City's wastewater treatment plants, provided the water is used on City of Clearwater contractual work. Details for Contractor to obtain and reuse water from the treatment plants will be coordinated at the pre- construction canference. The Contractor's use of reuse water must conform to all regulatory requirernents. 12 DEWATERING �F�i�r1�►1��7s1� Unless speci�cally authorized by the Engineer, all pipe, except subdrains, shall be laid "in the dry". The contractor shall dewater trench excavation as required for the proper execution of the wark, using an� or more of the following approved methods: well point system, trenched gravity underdrain system, or sumps with pumps. Well point systems must be efficient enough to lower the water level in advance o� the excavation and maintain it continuausly in order that the trench bottom and sides shall remain firm and reasonably dry. The well points shall be designed especially for this type of service, and the pumping unit used shall be capable of raaintaining a high vacuum, and at the same tirne, of handling lazge volumes of air as well as of water. The Contractor shall be responsible far disposing of all water resulting from trench dewatering operations, and shall dispose of the water without damage or undue inconvenience ta the work, the surrounding area, or the general public. He shall not dam, divert, ar cause water to flow in excess in existing gutters, pavements ar ather structures: and to do this he may be required to canduct the water to a suita.ble place of discharge may be determined by the Engineer. The cost of dewatering shall be included in the unit price bid per lineal foot of pipe, or, in the case of other underground stz-uctures, in the cost of such structures. SectionIV Page 9 of 128 4/11/2011 Section IV — Technical Specifications 12.2 PERMIT REQUIREMENTS 12.2.1 DEWATERING CONTROL The City of Clearwater will hold the Contractor respons�ble for obtaining a Generic Permit for the Discharge of Produced Growndwater from Any Nan-Contaminated Site Activity prior to dewatering ar dischazging into the City's streets, storm sewers or waterways. Prior to discharging produced groundwater from any construction site, the contractor must collect samples and analyze the groundwater, which must meet acceptable discharge limits. The following document has been incarporated into this sectian for reference... 12.2.2 GENERIC PERMIT FOR THE DISCHARGE �F PRODUCED GROUND WATER FROM ANY NON-CONTAMINATED SITE ACTIVITY Ci Noti�cation Procedure - Contractor must provide the City of Clearwatez� Environmental Department with the fallowing informatian prior to beginning dewatering activities: 1) A copy of all groundwater laboratory results 2) A capy of the FDEP Notification It is recommended that the Contractor call or meet with the City Environmental staff if you have any questions. You may contact the City at 562-4750 fo�r direction or further assistance. STATE OF FLQRIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION GENERIC PERMITOR THE DISCHARGE OF PRODUCED GROUND WATER FROM ANY NON-CONTAMINATED SITE ACTIVITY The facility is authorized to discharge produced ground water from any non-contaminated site activity which discharges by a point source to surface waters of the Stat�, as defined in Chapter 62- 620, F.A.C., only if the repart�d values for the parameters listed in Table 1 do not exceed any of the listed screening values. Before dischazge of produced ground water can occur from such sites, analytical tests on samples of the proposed untreated discharge water shall be performed to determine if contamination exists. Minimum reparting requirements for all produced ground water dischargers. The effluent shall be sampled before the camznencement of discharge, again within thirty (30) days after cornmencement af discharge, and then once every six (6) months for the life of the praject to maintain continued coverage under this generic permit. Samples taken in cornpliance with the provisions of this perinit shall be taken priar to actual discharge or mixing with the receiving waters. The effluent shall be sampled for the parameters listed in Table 1. TABLE 1 Screening Values for Discharges into: Parameter Fresh Waters Coastal Waters SectionIV Page 10 of 128 ' 1 � �_J 1 � , ' �-, �� ' ' 1 � � � � � 4/1]/2011 ' , ' � 1 C� 1 , � 1 � , � , � ' � � 1 Section IV — Technical Specifications Tatal Qrganic Carbvn (TOC) 10.0 mg/1 10.0 mg/1 PH, standard units 6.0-8.5 6.5-8.5 Total Recoverable Mercury — by Method 1631 E 0.012 µg/1 0.025 µg/1 Total Recoverable Cadmium 9.3 µg/1 9.3 µg/1 Tota1 Recoverable Copper 2.9 µg/1 2.9 µg/1 Total Recaverable Lead 0.03 mg/1 5.6 µg/1 Total Recoverable Zinc 86.0 µg/1 86.0 µg/1 Total Recoverable Chromium (Hex.) 11.0 µg/1 50.0 µg/1 Benzene 1.0 µg/1 1.0 µg/1 Naphthalene 100.0 µg/1 100.0 µg/1 If any of the analytical test results exceed the screening values listed in Table 1, except TOC, the discharge is not authorized by this permit or bv the Ciy of Clearwater. (a) For initial TOC values that exceed the screening values listed in Table 1, which may be caused by naturally accurring, high rnalecular weight organic compounds, the permittee may request to be exempted from the TOC requirement. To request this exemption, the permittee sh.all submit additional information with a Notice af Intent (NOI), described below, which describes the method used to detErn�ine that these compaunds are naturally accurring. The Department shall grant the exemption if the pernuttee affirmatively demonstrates that the TOC values are caused by naturally occurring, high molecular weight organic compounds. (b) The NOI shall be submitted to the appropriate Department district office thirty (30) days prior to discharge, and contain the following information: 1. the name and address of the person that the permit coverage will be issued to; 2. the name and addr�ss af the facility, including county lacation; 3. any applicable individual wastewater permit number(s); 4. a map showing the facility and discharge locatian (including latitude and langitude); 5. the name of the receiving water; and 6. the additional information required by pazagraph (3)(a) of this pernut. (c) Discharge shall not commence until natificatian af caverage is received frozn the Department. For fresh waters and coastal waters, the pH of the effluent shall not be lowered to less than 6.0 units for fresh waters, or less than 6.5 units far caastal waters, or raised above 8.5 units, unless the permittee submits natural background data confinming a natural background pH autside of SectionIV Page 11 of 128 4/11/2011 i 5ection IV — Technical Specifications this range. If natural background of the receiving water is determined to be less than d.0 units for fresh waters, or less than 6.5 units in coastal waters, tl�e pH shall nat vary below natural background or vary more than one (1) unit abave �atural background for fresh and coastal waters. If natural background of the receiving water is determined to be higher than 8.S units, the pH shall not vary above natural background or vary more than one (1) ux�it below natural background of fresh and coastal waters. The permittee shall include the natural background pH af the receiving waters with the results of the analyses required under paragraph (2) of this permit. For purposes of this section only, fresh waters are those having a chloride caz�centration of less than 1500 mg/1, and caastal waters are thase having a chloride concentration equal to or greater than 1500 mg/l. In accordance with Rule 62-302.500(1)(a-c), F.A.C., the discharge shall at all times be free fram floating solids, visible foam, turbidity, or visible oil in such amounts as ta form nuisances on surface waters. If contaminatian exxsts, as indicated by the results of the analytical tests required by paragraph (2), the discharge cannat be covered by this Generic Permit. The facility shall apply �ax an individual wastewater perrnit at least ninety (90) days prior to the date discharge to surface waters af the State is expected, or, if applicable, the facility may seek coverage under any other applicable Department generic permit. No discharge is permissible without an effective permit. If the analytical tests required by paragraph (2) reveal that no contamination exists from any source, the facility can begin discharge iz�n.mediately and is cavered by this permit without having to submit an NOI request for coverage to the Department. A short summary of the prapased activity and copy of the analytical tests shall be sent to the applicable Department district of�ice within one (1) week after discharge begins. These analytical tests shall be ke�t on site during discharge and made available to the Departmez�t if requested. Additionally, no Discharge Monitoring Report forms are required to be subrnitted to the Department. All of the general conditions listed in Rule 62-621.250, F.A.C., axe applicable to this Generic Permit. There are no annual fees associated with the use of this Generic Pe�nit. 13 SANITARY MANHOLES 13.1 BUILT UP TYPE Manhales shall be constructed of bz�ick with cast iron frames and covers as sk�own on the drawings. Tnvert channels shall be constructed smoath and semicircular in shape conforming ta inside of adjacent sewer section. Changes in direction of flow shall be made in a srnaath curve of as large a radius as possible. Changes in size and grade of channels shall be made gradually and evenly. Invert channels shall be formed by one of the fallowing methods: farm directly into concrete manhole base, build up with brick and mortar, lay half tile in cvncrete, or lay full section of sewer pipe through manhole and break out top hali of pipe. The manhole floor outside of channels shall be made smoo�li and sloped toward channels. Free drop in manholes from inlet pipe invert to top of floor outside the channels shall nat exceed twenty foux inches. Standard Drop Manholes shall be constructed wherever £ree drop exceeds twenty four inches. Manhole st�ps shall not be provided. Joints shall be completely iilled and ihe mortar shall be smoothed frorn inside of manholes. SectionIV Page 12 of 128 4/1l/201.] ' ' , ' � 1 , i � ' , ' � � �� _ � � i [J ' C� ' ' ' � 1 ' 1 1 ' 1 1 1 1 1 � , Section IV — Technical Specifications The entire exteriar of brick manholes shall be plastered with one half inch of mortar. Brick used may be solid only. Brick shall be laid radially with every sixth caurse being a stretcher course. 13.2 PRECAST TYPE Precast Sanitary Manholes shall conform to this specification unless otherwise approved by the City Engineer. AASHTO M 85 Type II cement shall be used throughout with a minimum wall thickness of S inches. The precast sections shall conform to ASTM C 478 latest revision. Section joints shall be a tongue and groove with "ram neck" gasket or "O" ring ta provide a watertight joint. Minimuln concrete strength shall be 400� psi at 28 days. Three sets of shop drawings and location inventory shall be submitted to the City Engineer for approval. Approval of shop drawings does not relieve contractor af responsibility for compliance to these specifications unless letter from contractar requesting specific variance is approved by the City Engineer. Location inventary submitted with shop drawing shall detail parts of manhole per manhole as numbered on the construction plans. All manhole parts shall be nuznbered or lettered before being sent ta the job site to permit prop�r canstruction placement. A plan or list of the numbering system shall be present on the job site when manhole components are delivered. Precast manhole dimensions, drop entry, grout flow of channel, etc., shall be as shown on City of Clearwater Engineering Detail #302 Sheet 2 of 3. Manhale sections shall be rejected if abused during shipping or placement and if pipe openings are not properly aligned. The "break in" to precast rnanholes for pipe entry will not be allowed. The manhole base shall be set on a pad of A 1 or A 2 Classification soil approximately five (S) inches thick to secure praper seating and bearing. 13.2.1 MANHOLE ADJUSTMENT RINGS (GRADE RINGS) Betw�en the top of the manhole cone and the manhole cover frame, a manhole adjustment ring shall be installed. The intent of the manhole adjustment ring is to accommodate future grade changes without disturbing the manhole. See Section IV, Article 23.7 — Asphaltic Concrete — Adjustment of Manholes. 13.3 DROP MANHOLES Standard drap inlets ta manholes shall be canstructed of commercial pipe, fittings and specials as detailed on the drawings. 13.4 FRAMES AND COVERS Manhole frames and covers shall be set in a full bed of mortar with the top of the cover flush with or higher than finished grade as directed. Refer to Detai13p1. 13.5 MANHOLE COATINGS The exterior and interior of all built up manholes shall be coat�d with two (2) coats of Type II Asphalt emulsion, moisture and damp proof (Specification ASTM D 1227 Type II Class I) as SectionlV Page 13 of 128 4/1]/2011 Section IV -- Technical Specifications manufactured by W.R. Meadows Sealtite or approved equal. Interior of built up manholes which have sewers entering with a free drop or which receive discharge from a force main shall have the inside plastered with 1/2-inch of grout and coated as precast manholes below. The exterioar and interior of all precast manholes sha�l be coated with at least 15 mils dry thickness of Type II Asphalt emulsion, moisture and damp praof (Speci�cation ASTM D 1227 Type II C1ass T) as manufactured by W.R. Meadows Sealtite. ��+��7,1`I�C��[�7►��%lu �LL`l�C•1�� Connections to existing sanitary manholes using approved FVC sewer main shall be made with a manhole adapter coupling by Flo Control, Inc., or approved water stop coupling. 14 BACKFILL Material for back�ll shall be carefully selected from the excavated material or from other sources as may be required by the Engineer. Such material shall be granular, free frorn organic rnatter or debris, contain no rocks or other hard fragments greater than 3" in the largest dimension and all fi�l shall be sirnilar rnaterial. Backfill placed around pipes shall be carefully �laced around the sides and top of pipe by hand shavels and thoraughly compacted to 12" above the pipe by tamping or other suitable means. Sackfill under all types of paving shall be compacted in layers not to exceed 12" iz� thickness unless alternate methad is appraved by the Engineer. Backfill shall be a minimum of 98% compaction as determined by the modiiied Proctor Dez�sity Test to the bottom of pavement. Back�ll outside of pavement areas shall be compacted the :Eull depth to the ground surface to a minimum of 95% co�npaction of AASHTO T 1 SO Standard Density Test. The cost of backfill shall be included in the unit price bid per lineal foot of the pipe, or, in the case of other underground structures, in tk�e cast of such structure. 15 STREET CROSSINGS, ETC. At such crossings, and other points as may be directed by the Engineer, the tr�nches shall be bridged in an open and secure manner, so as to prevent any serious interruption of travel upon the roadway or sidewalk, and also to afford necessazy access t� public or private premises. The znaterial used, and the mode of constructing said bridges, and the approaches, thereto, must be satisfactory to the Engineer. The cost af all such work must be included in the cost of the trench excavation. 16 RAISING OR LOWERING OF SANITARY SEWER, STORM DRAINAGE STRUCTURES Sanitary Sewer or Storm Drainage Structures shall be raised or lowered as indicated on the plans or as indicated by the Engineer. GI��=�_��'��]�J�\'1►�il�� Payment, unless cavered by a bid item, shall be included in the cost of ihe work. 1 � 1 ' 1 1 � � � � ' � ' ' ' 1 ' � SectionIV Page 14 of 128 4/11/2011 ' ' 1 � ' 1 � 1 1 1 ' 1 1 1 ' 1 ' Section TV — Technical Specifications 17 UNSUITABLE MATERIAL REMOVAL All unsuitable material, such as muck, clay, rack, etc., shall be excavated and removed from the sit�. All material removed is property of the Cantractor, wha shall dispose af said material off- site at his expense. The limits of the excavatian shall be determined in the field by the Engineer. 17.1 BASIS OF MEASUREMENT The basis of ineasurement shall be the amount of cubic yards of unsuitable material excavated and replaced with suitable material as determined by either cross sections of the excavation, truck measure, or lump sum as specified in the Scope af Work and Contract Proposal. 17.2 BASIS OF PAYMENT The unit price for the removal af unsuitable material shall include: all materials, equipment, taols, labor, disposal, hauling, excavating, dredging, placing, campaction, dressing surface and incidentals n�cessary to complete the work. If no pay item is given, the removal of unsuitable material shall be included in the most appropriate bid item. 18 UNDERDRAINS The Cantractor shall construct sub-surface drainage pipe as directed in the Contract Scope of Work and detail drawings contained in, t1�e Praject construction plans. In general, underdrain pip� shall be embedded in a bed of #6 FDOT crushed aggregate, located behind the back of curb and aggregate surface covered with a non-degradable fibrous type �lter material. A#57 aggregate may be used in lieu of #6 if it is washed and screened to remove fines. The aggregate may be stone, slag or crushed gravel. Unless otherwise noted on the plans, underdrain pipe shall be 8" diameter, polyvinyl chloride pipe, in conformance with ASTM F-7S8 "Standard Specification For Smooth Wall PVC Underdrain Systems for Highways" latest revision, minimum stiffness of 46 in conformance with ASTM D2412, perforations in conformance with AASHTO M-189 described in FDOT Section 94$-4.5 or latest revision and in conformance with ASTM D3034 - SDR 35. Alternate acceptable underdrain pipe material is Contech A-2000 which is a rigid PVC pipe exceeds ASTM Specificatians D1784, minirnum cell classification of 12454B or 12454C, manufactured per ASTM F949-93a, minimum pipe stiffn�ss of 50 psi, with no evidence of splitting, cracking or breaking when pip� is tested in accordance with ASTM D2�i12 at 60% flatting and with a double gasket joint. Underdrain pipe placed beneath existing driveways and roadways shall be non-perforated pipe with compacted backfill. All paly-chloride pipe which has became deteriorated due to exposure to ultra violet radiatian shall be rejected. Where ductile iron pipe is specified, pipe material shall be the same as specified for potable water pipe in these technical specifications. All undErdrain aggregate shall be fully encased in a palyester filter fabric "sock" (Mirafi 140-N or approved equal) per the construction detail drawings. 18.1 BASIS �F MEASUREMENT ' Measurement shall be the number of lineal feet af 8" Sub-drain in place and accepted. 1 SectionlV Page 15 of 128 1 4/11/2011 Section IV -- Technical Specifications 18.2 BASIS OF PAYMENT Payment shall be based upon the unit price per lineal foot for underdrain as measured above, which shall be full campensation far all work described in this section of the specificatians and shall include all materials, equipment, and labor necessary ta construct the underdrain (specifically underdrain pipe, aggregate and filter fabric). Underdrain clean-outs, sod, driveway, road and sidewalk restoration shall be paid by a separate bid item. 19 STORM SEWERS All storm drain pipe installed within the City of Clearwater shall be reinforced concrete unless otherwise specified or approved by the City Engineer. Said pipe shall camply with Section 9� 1 of the current FDOT Specifications. All reinfarced concrete pipe joints shall be wrapped with Mirafi 140N filter fabric or equivalent (as approved by the City Engineer). The cost fox all pipe jaint wraps shall be included in the unit price for the pipe. All pipe, just before being lowered into a trench, is to be inspected and cleaned. If any dif�iculty is found in the fitting the pieces together, this fitting zs to be done on the surface of the street before laying the pipe, ar�d the tops plainly marked in the vrder in which they are to be laid. No pipe is to be trimmed ar chipped ta fit. Each piece af pipe is ta be solidly and evenly bedded, and not simply wedged up. Before finishing each joint, some suitable device is to be used to find that the inverts coincide and pipe is cleax thxoughout. 19.1 AS BUILT INFORMATION The Contractor shall submit to the Engineer the stations and left or right offsets af all manholes, inlet structures and terminals ends of subdxains, as measured from the nearest downstream manhole along the centerline of the sewer along with the elevations of the north edge of manhole cover, inverts of all pipe in structures, and the flow line of inlets. (Gutter) 19.2 TESTING The Contractor shall take all precautions to secure a perfectly watertight sewer under all conditions. At the d�scretion af the City Engineer ar his designee, the watertightness of a sewer which has a crown lying below groundwater level may be tested by measuring the infiltratian. The watertightness of sewers having crowns lying above groundwater level may be tested by filling the pipe with water so as to produce a hydrastatic head of two feet or more above the crown of the sewer at the upper end of the test section of the water table outside of the sewer, whichever is higher, and then measuring the exfiltration. In no case shall the infiltration or exfiltration exceed 150 gallan per inch of diameter per mile per day. The Contractor shall furnish all labor, materials and equipment to test the amount of iniiltration or exfiltratian under the Engineer's direction. Where the infiltration or exfiltration is excessive the Contractor at his own expense shall take the necessary steps ta remedy such conditions by uncovering the sewer, remaking the joints or by replacing the entire length of sewer as required by the Engineer. No trench made joints may be backfilled until after they have been tested and found to be acceptable. Care shall be taken to avoid flotation. The above tests shall be performed at the discretion of the Engineer on any or all sections of the line. SectionIV Page 16 of 12$ 4/11/201 ] 1 ' � � 1 1 1 1 [_� ' 1 1 1 1 ' � 1 ' ' 1 t ' L.J 1 1 � 1 � _� � ' Section IV — Technical Specifications �� =�s�+'j I+'�� 1�� Payment shall be the unit price per lineal foot for storm sewer pipe in place and accepted, measwed along the centerline of th� storm sewer pipe to the inside face of exterior walls af storm manholes or drainage structures and to the outside face of endwalls. Said unit price includes all work required to install the pipe (i.e. all materials, equipment, filter fabric wrap, labor and incidentals, etc.). 20 SANITARY SEWERS AND FORCE MAINS 20.1 MATERIALS 20.1.1 GRAVITY SEWER PIPE GRAV�TY SEWER PIPE SHALL BE POLYVINYL CHLORIDE OR DUCTILE IRON. Polyvinyl chloride pipe and fittings shall conform with ASTM specification D 3034 far S.D.R. 35. Sewer pipe with more than 10 feet of cover shall be SDR 26. The pipe shall be plainly marked with the abave ASTM designatian. The bell end of joints and fittings shall have a rubber sealing ring to provide a tight flexible seal in conformance with ASTM D 3212 76. The laying length of pipe joints shall be a rna.ximum of 20-feet. Unless otherwise noted in these specifications or canstruction plans, Ductile Iron pipe and �ittings for gravity sewer shall canfozm to Section 41 of these Technical Specifications for DIP water main except pipe shall be interior "polylined" in accordanc� with manufacturer's recommendations. Where sanitary sewer main is to be placed between building lots in a sideline easement, the sewer main shall, insafaz as possible, be constructed without manholes or lateral connections within the side easement. The pipe material in the side easement between streets shall be C 900, SDR 1 S polyvinyl chloride water main pipe as described in Technical Sectian 41. A two-way cleanout shall be installed on each lateral at the property line. �3�1�i6��Y�7:i��►'�/_11`��1� ' FORCE MAIN PIPE SHALL BE POLYVINYL CHLORIDE OR DUCTILE IRON. Unless otherwise n�ted in the specifications or construction plans, both polyvinyl chloride and ductile iron force main pipe and fittings shall conform to Section 41 of these Technical Specifications � far water main pipe except that DIP shall be "polylined" in accardance with manufactures recommendations. ' ' ' All polyvinyl chlaride pipe which has become deteriorated due to exposure to ultra violet radiation shall be rejected. 20.2 INSTALLATION 20.2.1 GRAVITY SEWER PIPE Installation of gravity sewer pipe shall be in conformance with recommended practices contained in ASTM D 2321 and Unibell LTNI B 5. ' The bottam trench width in an unsupported trench shall be limited to the minimum practicable width (typically pipe OD plus 8 to 12-inch on each side) allowing warking space to place and campact the haunching material. The use of trench boxes and movable sheeting shall be , SectionlV Page 17 of 128 4/11/20] 1 1 Section IV — Technical Specifications performed in such a rnanner that removal, backfill and compaction will not disturb compacted haunching material or pipe alignment. Dewatering af the trench bottom shall be accomplished using adequate means to allow preparation of bedding, placement of the haunching xnaterial and pipe in the trench without standing water. Dewatering shall continue until sufFicient backfill is placed above the pipe to prevent flota.tion or misalignment. Where pipe bedding is insufficient to adequately support pipe, the contractor will be required to remove unsuitable material and bed pipe in Class I material (1/2" Dia. aggxegate) to provide firm support of pipe. Connections to manholes with sanitary pipe shall use a joint 2 feet in length and shall use an approved water stop around pipe joint entry. The laterals shown an the plans do not necessarily reflect exact locations. The contractor is required to locate all existing laterals for reconnection and to coordinate with the construction inspectar the lacation of all new laterals. 20.2.2 FORCE MAIN PIPE Installation af force main pipe shall be in conformance with Section 41 of these Technical Specifications for water main pipe. 20.3 AS BUILT DRAWINGS The contractor shall subznit to the Eng�neer a marked set of "As Built" constructian drawings describing both the statians and left ar right offset of all lateral terrninal ends as rneasured from the nearest downstream manhole along the center line of the sewer main. The as built drawings will also describe elevations of the north edge of the manhale cover rings and inverts of all main pipes in manhales. 20.4 TESTING 20.4.1 TESTING OF GRAVITY SEWERS The Contractar shall take all precautions to secure a perfectly water tight sew�r under all canditions. The water tightness of a sewer which has a crown lying below groundwater level may be tested by measuring infiltration. The water tightness of sewers having crowns lying above groundwater level may be tested by filling the pipe with water sa as to produce a hydrastatic head of twa feet ar mare above the crown of the sewer at the upper end of the test section or the water table outside of the sewer, whichever is higher, and then measuring the exfiltra- tion. In no case shall the infiltration or exfiltration exceed 50 gallon per inch of diameter per mile per day. The Contractor shall furnish all labar, rnaterials and equipment to test the amount of infiltration or exfiltration under the Engineer's direction. Where the infiltration or exfiltration is excessive, the Contractor at his own expense shall take the necessary steps to rernedy such canditions by uncovering the sewer, remaking the joints or by replacing the entire length of sewer as required by the Engineer. No such repaired joints rnay be backfilled until after they have been tested and found to be acceptable. Caxe shall be taken to avoid flotation. The Contractor shall TV inspect all mains to verify the true and uniform grade and the absence af bellies or dropped joints prior to acceptance. Any infiltration, dips or sags of more than 1/4- inches shall be cause for rejectian. SectionIV Page 18 of 128 4/11/2011 �� ' � � ' 1 �J � 1 � 1 ' � � ' , ' � ' 1 � C.� � � 5ection IV -- Technical Specifications The above tests shall be performed at the discretion of the Engineer on any or all sections of the line. 20.4.2 TESTING OF FORCE MAINS Force mains shall be tested under a hydrostatic pressure o� 150 1'.S.I. for two (2) hours, as described in Section 41.04 of these Technical Specifications for the testing af water mains. 20.5 BASIS OF PAYMENT 20.5.1 GRAVITY SEWER PIPE Payment for in place sanitary sewer gravity main pipe shall be the unit pric� per lineal foot per ' appropriate range of depth of cut as contained in the contract propasal. Measurement for payment shall be alang the centerline of the sewer main from center to center of manholes. Payment for laterals sha.11 be the unit price per lineal foot of pipe as �neasured from the centerline ' of the sewer main pipe to the terminal end of the lateral pipe including a two-way cleanout at the property line. , Payment for sewer pipe shall include all labor, equipment and materials necessary to complete the installatian. This shall include clearing and grubbing, excavation, shoring and dewatering, backfill and grading. 1 LJ L� 1 ' 1 ' ' 1 C� � 20.5.2 FORCE MAIN PIPE Payment and measurement of force main pipe shall be the same as described in Section 41 ot these Technical Specifications for water main pipe. 21 DRAINAGE The Contractor shall provide proper outlet for all water courses and drains interrupted during the progress of the work and replace them in as good conditian as he found them. 22 ROADWAY BASE AND SUBGRADE 22.'I BASE This speci�catian describes the construction af roadway base and subgrade. The Contractor shall refer to Section IV, Article 1"Scape af Wark" of the city's Contract Specif cations for additional roadway base and subgrade items. Roadway base shall be 8" compacted minimum thickness unless otherwise noted on the plans or directed by the Engineer. The subgrade shall be 12" compacted minimum thickness with a minirntun Limerock Bearing Ratia (LBR) of 40 unless otherwise noted on the plans or directed by the Engineer. The Contractor shall obtain fram an independent testing laboratory a Proctor and an LBR for each type material. The Contractor shall also have an independent testing laboratary perform all required density testing. Where unsuitable material is found within the limits of the base, Section IV, Article 17 (Unsuitable Material Removal) of the city's Contract Specificatians will apply. Once the roadway base is completed, it shall be primed that same day (unless otherwise directed by the Engineer) per Section 300 of FDOT's Standard Specificatians (latest edition). Repairs SectionIV Page 19 of 128 4/] 1/2011 Section IV — Technical Specifications required to the base that result from a failure to place the prime in a timely manner shall be done to the City's satisfaction, and at the Contractor's expense. No paving of the exposed base can commence until the City approves the repaired base. The cost for placement of prime znaterial shall be included in the bid item for base. The Contractor shall notify the Project Inspectar a minimum of 24 hours in advance of all base and subgrade placement or reworking. The following base materials axe acceptable: 1. SHELL BASE: Shell base shall be constructed in accordance with Sections 200 and 913 of FDOT's Standard Specifications (latest edition), and shall have a minimum compacted thickness as shown on the plans. The shell shall be FDOT approved. T�ie cast a£ the prime coat shall be included in the bid item price far base. 2. LIMERQCK BASE: Limerack base shall be constructed in accordance with Sections 200 and 911 of FDOT's Standard 5pecifications (latest edition), and shall have a minimum compacted thickness as shown on the plans. The limerock shall be from a FDOT apparoved certified pit. The cost of the prime coat shall be included in the bid itern price for base. 3. CRUSHED CONCRETE BASE: Crushed concrete base shall be constructed in accardance with Sections 244 and 901 of FDOT's Standard Specifications (latest edition), and shall have a minimum compacted thickness as shawn o�. the plans. The crushed concrete material shall be FDOT approved. The Contractor shall provide certified labaratory tests an gradation to canfirm that the crushed concrete base material con%rtns to the above specifications. The LBR shall be a minimum of 185. LBR and gradation tests shall be provided to the city by the Contractor once a week for continuous operations, or every 1000 tons af material, unless requested more frequently by the Ciry Engineer or designee. The cost of the prirne coat shall be included in the bid item price for base. 4. SOIL CEMENT SASE: Unless otherwise noted, soil cement base shall be constructed in accordance with Section 270 of FDOT's 2000 Standard Speci�cations, and shall have a minimum compacted thickness as shown on the plans. An Asphalt Rubber Membrane Interlayer (ARMI) shall be included in the pavement design per Section 34] of FDOT's Standard Specifications (latest edition) to minimize reflective cracking unless otherwise noted in the project plans and speciiications. The ARMI layer shall be averlaid with asphalt on the same day it is placed for the Contractor ta receive full campensation for the work. The soil cement base design shall be by a cert�fied lot under the direction of a Registered Florida Professional Engineer, and rnust be approved by the City Engineer. Said design shall provide for a minimum of 300 P.S.I. in seven days. All plant rnixed sail cement shall be certified by a registered laboratory that has been approved by the Engineer. The only approved method for spreading the cement is the use of a spreader box. The use of a spreader bar for spreading cement will not be allowed. The applying of the cement shall not be allowed when the wind velocity is sufFicient to jeopardize material interests (i.e. vehicles, etc.) from airborne cement particles. The density testing frequency shall be at the discretion oi the registexed Florida Professional Engineer responsible for the soil cernent design. SectionIV Page 20 of 128 ' � 1 � � , L � 1 � � , ' ' ' ' ' ' 4/11/2011 � 1 ' ' ' � 1 Section IV — Technical Specifications 5. ASPHALT BASE: Full depth asphalt base shall be constructed in accordance with Section 280 of FDOT's 2000 Standard Speci�cations, and shall have a minimum compacted thickness as shown on the plans. The cost for preparation, placement and compaction shall be included in the per tan unit cost for asphalt unless otherwise noted in the project scope and plans. The cost of the tack coat shall be included in the bid item price for asphalt ar base. 5. REWORKED BASE: When the plans call for the working af the existing base, the finished reworked base shall have a minimum compacted thickness of 8" unless atherwise shown an the plans or directed by thE Engineer, and be constructed in accordance with the applicable FDOT requirements for the type of material used. The density requirements (except for asphalt and soil cement base) shall be per Section 200 6 of FDOT's Standard Speciiications (latest edition). For asphalt, the density r�quirements are per Section 330-11, and for soil cement per Section 270-5 af FDOT's 2000 Standard Specifications. , 22.1.1 BASIS OF MEASUREMENT FOR BASE AND REWORKED BASE 1 ' � 1 1 The basis of ineasurement shall be th� number of square yards of base in place and accepted as called for on the plans. The maximum allowable defciency shall be a half-inch (1/2"). Areas deficient in thickness shall either be fixed by the Contractor to within acceptable tolerance, or if so approved in writing by the City Engineer, may be left in place. No payment, however, will be made far such deficient areas that are left in place. 22.1.2 BASIS OF PAYMENT FOR BASE AND REWORKED BASE The unit price for base shall include: all materials, roadbed preparation, placement, spreading, compaction, finishing, prime, base, subgrade (unless the plans specify a separate pay item), sta�bilization, mixing, testing, equipment, tools, hauling, labor, and all incidentals necessary to complete the work. Payment for asphalt base shall be included in the per ton unit cost for asphalt unless otherwise noted in the project scape and plans. 22.2 SUBGRADE All subgrade shall be stabilized and cpnstructed in accordance with Sections 1�0 and 914 of ' FDOT's Standard Specificatians (latest edition) unless atherwise noted herein. All subgrade shall have a zninimum compacted thickness af 12" unless otherwise shown on the plans or directed by the Engineer. If limerock is used, it shall also meet the requirements of Section 911 of FDOT's , Standard Specifications (latest edition). Where unsuitable material is found within the limits of the subgrade, Section IV, Article 17 (Unsuita.ble Material Removal) of the city's Cantract Specifications will apply. The extent of said removal shall be determined by the Engineer in ' accardance with accepted construction practices. The Contractar is responsible for clearing, grading, filling, and removing any trees or vegetation in the roadbed belaw the subgrade to prepare it per the plans. The cost of this wark shall be included in the unit price for base or , subgrade. The Contractor shall obtain from an independent testing laboratary the bearing value after the mixing af materials for the stabilized subgrade. ' ' C� 22.2.1 BASIS OF MEASUREMENT The basis af ineasurement shall be the number of square yards of stabilized subgrade in place and accepted as called for an the plans. The maximurn allowable deficiency for mixing depth SectionIV Page 21 of 128 4/11/2011 Section IV — Technical Specifications shall be per Section 161-6.4 of FDOT's 2000 Standard Specifications. Acceptable bearing values shall be per FDOT Section 160-7.2. Areas deficient in thickness ox bearing values shall either be corrected by the Contractor to within acceptable tolerance, ar if so approved in writing by the City Engineer, may be left in place. Na payment, however, will be made for such deficient areas that are left in place (latest edition). 22.2.2 BASIS OF PAYMENT The unit price for subgrade shall include: roadbed preparation, placement, spreading, compaction, finishing, testing, stabili�ing, mixing, materials, hauling, labar, equipment and all incidentals necessary to complete the work. If no pay item is given, subgrade shall be included in the bid item for base. 23 ASPHALTIC CONCRETE MATERIALS This specification is for the preparatian and application of all S-Type Marshall Mix Design asphaltic concrete materials on roadway surfaces unless atk�erwise nated. 23.1 ASPHALTIC CONCRETE 23.1.1 AGGREGATE A�1 aggregates shall be obtained from an approved FDOT source and shall conform to Sectxons 901 thraugh 919 of �'DOT's 2000 Standard Specifications. 23.1.2 BITUMINOUS MATERIALS All bituminous rnaterials shall conform to Section 916 of FDOT's 2000 Standard Specifications. 23.2 HOT BITUMINOUS MIXTURES -- PLANT, METHODS, EQUIPMENT � QUALITY ASSURANCE The plant and methods of aperation used to prepaz�e all asphaltic concrete and bituminous materials shall conform to the requirements of Section 320 of FDOT's Standard Specificatians (latest edition). Unless otherwise noted, all acceptance procedures and quality control/assurance procedures shall conform to the requirements af Section 330 of FDOT's 2000 Standard Specifications. The Contractor shall nate that the City shall have the right to have an independent testing laboratory select, test, and analyze, at the expense of the City, test specimens af any ar a11 materials to be used. Tests to b� per£ormed by the independent testing laboratory every 1000 tons include, but are not limited to, Marshall stability and flow, extraction/gradation and cores to deterniine density and thickness. The aresults af such tests and analyses shall be cansidered, along with the tests or analyses made by the Contractor, to determine cornpliance with the applicable speci�ications for the materials so tested or analyzed. The Contractor h.ereby understands and accepts that wherever any portion af the work is discovered, as a result of such independent testing or investigation by the City, which fails to meet the requirements of the Contract documents, all casts of such independent inspection and investigation as we�l as all costs of removal, correction, recanstruction, ar repair of any such wark shall be borne solely by the Contractor. Favment reductions for asphalt related items shall be determined bv the followin�: SectionlV Page 22 of 128 4/] l/2011 ' 1 � ' � � � 1 ' � I� �� 1 , � � ' L , ' , � � � �l �! , 1 Section IV —'Technical Specifications 1. Density per Section 33p-11 of FDOT's 2000 Standard Specificatians. 2. Final surface or friction caurse tolerances per Section 330-13 of FDOT's 2000 Standard Speciiications. 3. Thickness will be determined from core borings. Deficiencies of '/a" ar greater shall be corrected by the Contractor, withaut compensation, by either replacing the full thickness for a length extending at least 25' from each end of the deficient area, or when the Engineer allows for an overlay per Section 330-15.2.3 of FDOT's Standard Specifications (2000 edition). In addition, for excesses of'/4" or greater, the Engineer will determine if the excess area shall be rernaved and replaced at no compensation, or if the pavement in questian can remain with payment to be made based on the thickness specified in the contract. The Contractor shall notifv the Project Inspector a minirnum of, 24_hours in advance of the placement of all asphalt. 23.3 ASPHALT MIX DESIGNS AND TYPES All asphalt mix designs shall con%rm to the requirements of Sections 331 and 337 of FDOT's � 2000 Standard Specifications. All asphalt mix designs shall be approved by the Engineer PRIQR to the cornmencement of the paving operation. Reclaimed asphalt pavement (RAP) material may be substituted for aggregate in the asphaltic concrete mixes up to 25% by weight. 1 ' ' , LJ � � 1 1 1 23.4 ASPHALT PAVEMENT DESIGNS AND LAYER THICKNESS All asphalt pavement designs shall canform to the fallowin� requirements: Table 1: Layer Thickness for Asphalt (Layers Are Listed in Sequence of Construction) COURSE LAYER THICKNESS (Inches) THICKNESS (Inches) Type S—I Type S—I with Type S—III FC-3 Type S—III Type S—I Type S--III with FC-3 with FC-3 Top Layer Top Layer Top Layer 1 st 2nd 1 st 2"d 1 st 2nd 1 st 2°d 1 st 2nd 1 st 2nd 1 1 1 1'/z 1'/z 2 1'/4 3/4 * 1 1 2'/� 1 1/4 1'/4 1 1/2 1 1 1/z ] 3 1'/� 1'/� 2 1 2 1 * At the Engineer's discretion, 2" of S-III is acceptable for use on residential streets Additional Notes: 1. Type S—III shall be limited to the final (top) structural layer (one layer anly). SectionIV Page 23 of 128 4/11/2011 1 Section IV — Technica] Specifications 2. All asphalt pavement designs shall conform to the requirements of sections 331 and 337 of FDOT's 2000 Standard Specifications. 3. All pavement designs shall include a min.imum of two inches of asphalt. 4_ The Contractor sha11 be responsible to review the project plans for complete pavement design detail. 5. Unless otherwise specified on the plans, Type S--III per Section 331 of FDOT's 2000 Standard Specifications shall be used as final riding surface on streets with the speed limit of less than 35 mph, streets with an average daily traffic (ADT) a� less than 3000, and all residential streets. 6. An FC-3 friction course per section 337 of FDOT's 2000 Standard Specifications shall be used on streets with a speed limit of 35 mph or greater, and streets with an ADT of 3000 or greatEr. 23.5 GENERAL CONSTRUCTION REQUIREMENTS The general canstruction requirements for all hot bituminous pavements (including limxtations of operations, preparation of mixture, preparation a� surface, placeme�t and coxnpaction of mixture, surface requirements, correction of unacceptable pavement, etc.) shall be in accordance with Section 330 o�FDOT's 2000 Standard Specifications. +C��]��_[�:(+ _ ► � ` • . • ' : ' _ : _ • ► 23.6.1 CRACKS Cracks in roadway pavement shall be repaired prior to the application af asphaltic concrete by the following steps: 1. All debris to be removed frorn cracks by co�npressed air or other suiiable method. 2. Apply a multiple layered application of bitumxnous binder and fine aggregate, as appropriate to the depth of the crack until the void of the crack is completely filled to the level o�the surrounding roadway surface. 3. If application of asphaltic concrete is not to begin immediately after crack repair, cracks are to be sanded to prevent vehicular tracking. 4. Payment for crack filling shall be included in the unit price for asphaltic concrete. 23.6.2 POTHOLES Pothales shall be repaired prior to the application of asphaltic concrete by the following steps: 1. All debris is to be removed from potholes by hand, sweeping, or other suitable method. 2. A tack coat is to be applied ta the interior surface of the pothale. 3. The pathole is ta be completely filled with asphaltic concrete, and thoroughly compacted. 4. Payment for pothole preparation shall be included in the unit price for asphaltic concrete. SectionIV Page 24 of 128 4/11/2011 ' L� � � ' 1 1 � , 1 � , � � �9 � � ' 1 1 , �� ' � L� , 1 , � � � 1 1 1 ' ' � 1 Section 1V — Technical Specifications 23.7 ADJUSTMENT OF MANHOLES The necessary adjustments of sanitary sewer and storm drain manholes and appurtenances shall be accomplished by the Contractor. The Contractor shall be paid on a per unit basis for each item. The use of manhole adjustment risers is acceptable under the fallowing conditions: The riser shall meet or exceed all FDOT material, weld, and construction requirements. The riser shall consist of an A-35 hot rolled steel meeting or exceeding the minixnum requirements of A.S.T.M. A-36. The riser shall be a single piece with a stainless steel adjustment stud and shall have a rust resistant finish. Th� use of cast iron, plastic, or fiberglass risers is not permitted. In addition, the installation af each riser shall be per manufacturer's specifications. Each manhole shall be individually rneasured, and each riser shall be physically marked to ensure that the praper riser is used. Alsa, the ring section shall be cleaned, and a bead of chemically resistant epoxy applied to the original casting, prior to installatian of the riser. It is the Contractors responsibility to ensure that the manholes are measured, the risers are physically marked, the ring sections are thoraughly cleaned, and that the epoxy is properly applied prior to installation of each riser. �f risers are not used, the adjustment oi manholes shall be accomplished by the rernoval of pavement araund manhole, grade adjustment af ring and cover, and acceptable replacement and compaction of roadway materials prior to paving. A full depth backfill using asphalt is acceptable. The use of Portland cement for backfill is not acceptable. All manhole and valve adjustrnents shall be accomplished prior to the application of final asphaltic concrete surface. Unless otherwise noted in the specs or on the plans, the paving aperatior� sha11 occur within seven (7) calendar days from the completion of the adjustment. On arterial roadways, the rims manholes are to be ramped with asphalt during the time period between initial adjustment and final resurfacing. Water and gas valves, sewer cleanouts, valve baxes, tree aeration vents, etc. will be adjusted by the Contractor with the cast for this work to be included in the unit cost of the asphalt. Care must be taken around said appurtenances to ensure that they are not paved over. It is the Contractor's responsibility to inform the owners of all utilities of impending work and coordinate their adjustments so they are completed prior to the scheduled paving. 23.8 ADDITIONAL ASPHALT REQUIREMENTS 1. All impacted radius returns within project limits shall be paved unless otherwise directed by the Engineer or Project Inspector, with payment to be included in the per ton bid item for asphalt. 2. All pavement markings impacted by placement of asphalt shall be replaced prior to the road being open to traffic unless otherwise noted in the contract scope and plans. 3. All praject related debris shall be hauled off the job site by the Contractor in a timely manner and at their own expense in conformance with all regulatary requirements. 4. The Contractor shall pay particular attention to sweeping when paving. The Broom Tractor way of sweeping will not be permitted. Prior ta paving, all construction areas shall be swept with a Municipal type sweeper (either vacuum or mechanical type) that picks up and hauls off, dust and dirt. The sweeper must be equipped with its own water SectionIV Page 25 of 128 4/11/2011 � Section 1V — Technical Specifications supply for pre-wetting to minimize dust. Moreover, the Cantractor shall sweep debris off of sidewalks, driveways, curbs and roadways each day before leaving the job site. 5. The application of tack and prime coats (eitlaer required or placed at the Engineer's discretion) shall be placed per Section 300 of FDOT's Standard Specifcations (latest edition). Tack sha11 also be applied ta the face oi all curbs and driveways. The cost (including heating, hauling and applying) shall be included in the per ton bid item for asphalt, unless otherwise noted in the project scope and plans. 6. Leveling course and spot patching shall be applxed to sections of the road as noted on the plans, or as directed by the Engin�er, per Sectian 330 of FDOT's 2000 Standard Specifications. The cost shall be included in the per ton unit cost for asphalt, unless otherwise noted in the project scope and plans. 7. If an asphalt rubber binder is required, it shall conform to the reyuirements of Section 336 of FDOT's 200p Standard Specifcations. 8. On all stxeets witk� curb and gutter, the final compacted asphalt shall be 1/4" above the lip or face of said curb per City Index 101. 23.9 SUPERPAVE ASPHALTIC CONCRETE 1. Unless atherwise noted in this section, all oi the asphaltic cancrete specifications in Sections A through H above shall apply to superpave asphaltic concrete. All asphaltic concrete pavement shall be designed and placed in accardance with the FDOT Standard Specifications far Road and Bridge Canstruction (latest editian). 2. All aggregate shall be obtained from an approved �'DOT source and shall conform to Sections 901 and 902 of FDOT's Standard Speci�cations (latest edition). 3. All bituminous materials shall conform to Section 916 oi FDOT's Standard Specifications (latest edition). Asphaltic binder shall be Grade PG 67-22 unless otherwise specified in the Scope of Work. 4. All superpave mix designs shall conform to Sections 320 and 334 of FDOT's Standard Specifications (latest edition). 5. All general consiruction requirements shall conform to Section 330 of FDOT's Standard Specifications (latest edition). 23.10 BASIS OF MEASUREMENT Basis of ineasurernent will be the number of tons of asphaltic concrete campleted, in place and accepted. Truck scale weights will be required for all asphaltic concrete used. 23.1'I BASIS OF PAYMENT Payment shall be made at the contract unit price for asphaltic concrete surface as speciiied and measured above. This price shall include all materials, preparation, hauling, placement, tack and/or prime coat either required ar placed at Engineer's discretion, leveling, spot patching, filling of cracks, pathale repaiar, sweeping, debris removal, labor, equipment, toals, and incidentals necessary to complete the asphalt work in accordance with the plans and specifications. 1 C� � � ' ' ' � � �� -, � � 1 LJ ' � � SectionIV Page 26 of 128 4/11/2011 � , �� , �_ 1 1 1 , 1 �� 1 , , � L�' Section IV -- Technical Specifications 24 ADJUSTMENT TO THE UNIT BID PRICE FOR ASPHALT When this Article applies to the contract, the unit bid price far asphalt will be adjusted in accordance with the follawing provisions: 1. Price adjustment for asphalt shall only be made when the current FDOT Asphalt Price Tndex vazies more than 10% from the bid price at the tirne of the bid opening. 2. The Bituminous Material Paym�nt Adjustment Index published monthly by thE FDOT shall be used for the adjustment of unit prices. This report is available on FDOT's internet site. The address is: http://wwwl l.myflorida.com. It is under the section "Doing Business with FDOT" in the "Contracts Administratian" section under "Asphalt Index". For additional information, call FDOT @ 850-414-4000. 3. The FDOT Payment Adjustment Index in effect at the time of the bid opening will be used for the initial determination af the asphalt price. 4. The FDOT Payment Adjustment Index in effect at the time of placement of the asphalt will be used for payment calculatian. 5. The manthly billing period for contract payment will be the sa�ne as the monthly period for the FDOT Payment Adjustment Index. 6. No adjustment in bid prices will be made for either tack coat or prime coat. 7. No price adjustment reflecting any further increases in the cast of asphalt will be made for any month after the expiration of the allowable contract time. 8. The City reserves the right to make adjustments for decreases in the cost of asphalt. 25 GENERAL PLANTING SPECIFICATIONS i'�-�i � 1:7;� [��[T►1 25.'1.1 DESCRIPTION A. The wark specified in this Section consists of the installation of an automatic underground irrigation system as shown or nated in the plans. Provide all labor, materials, equipment, services and facilities required to perform all work in connection with the underground sprinkler irrigation system, complete, as indicated on the drawings and/or specified. Work noted as "NIC", "existing", nr "by others�' is not included in this pay item. S. The i�rrigation plans are schematic in nature. ValvES and pipes shall be lacated in the turf/landscape areas except at road/paving crossings. All piping under paving shall be sleeved. Changes in the irrigation system layout shall be modified with the approval of the Engineer. � 25.1.1.1 QUALITY ASSURANCE A. The irrigation work shall be installed by qualified persannel or a quali�ed irrigation � subcontracting campany that has experience in irrigation systems of similar size, scope, mainline, system pressure, cantrols, etc. 1 SectionlV Page 27 of 128 1 4/11/2011 Section IV — Technical Specifications B. All applicable ANSI, ASTM, FED.SPEC. Standards and Specifications, and all applicable building codes and other public agencies having jurisdiction upan the work shall apply. C. Workmanship: All work shall be installed in a neat, orderly and respansible manner with the recognized standards of workmanship. The Engineer reserves the right to reject material or work which does not conform to the contract documents. Rejected work shall be removed or corrected at the earliest possible time at th� contractar's expense. D. Operatian and Maintenance Manuals: The contractor shall prepare and deliver to the Engineer within ten (10) calendar days prior to completion of construction a minimum of three (3) hard cover binders with three rings containing the following information: 1. Index sheet stating the contractor's address and business telephone number, 24 haur emergency phane number, person to contact, list of equipment with name(s) and address(es) of local manufacturer's representative(s) and local supplier where replacement equipment can be purchased. 2. Catalog and part sheet on every material and equipment installed under this contract. 3. Complete operating and maintenance instructions on all major equipment. 4. Provide the Engineer and the City of Clearwater maintenance staff witk� written and "hands on" instructians far major equipment and show evidence in writing to the Engineer at the conclusion of the project that this service has been rendered. a. Four-hour instzuction (minimum) for the Drip Ernitter equipment operatian and maintenance. b. Twa-haux instructian (minimum) for automatic control valve aperation and maintenance. 25.1.1.2 PROJECT CONDITIONS A. The Irrigation Contractor shall coordinate the wark with all other trades, all underground improvements, the lacation and planting of trees and all other planting. Verify planting requiring excavation 24 in. diameter and larger with the Engineer prior to installation of main lines. B. Provide ternporary irrigation at all times to maintain plant materials. C. The Trrigation Contractor is xesponsible to maintain the work area and equipment until final acceptance by the Engineer. Repairs and replacement of equipment broken, stolen, or missing as well as regulax maintenance operations shall be the obligation of the contractor. D. The Irrigation Contractar shall submit a traffic control plan (per FDOT specifications) to the Engineer priar ta initiating construction on the site. The Contractor shall be responsible for the maintenance of traffic signs, barriers, and any additional equipment to comply with the FDOT standards and to ensure the safety of its emplayees and the public. 25.1.1.3 WARRANTY A. The Manufacturer(s) shall warrant the irrigation system companents to give satisfactary service for one (1) year period from the date af acceptance by the Engineer and the City r� 1 L� � � , � ' � � I� r r 1 � � � C SectionIV Page 28 of 128 4/11/2011 � , 1 1 .-�, J 1 I� � 1 Section IV — Technical Specifications of Clearwater. Should any problems develop within the warranty period due to inferior or faulty rnaterials, they shall be corrected at na expense to the City of Clearwat�r ar FDOT. 25.1.2 PRODUCTS 25.1.2.1 GENERAL A. All materials throughout the system shall be new and in perfect condition. No deviatians fram the specifications shall be allawed except as noted. 25.1.�.Z PIPING A. The irrigation system pipe shall be as stated herein and shall be furnished, installed and tested in accordance with these specifications. B. All pipe is herein specif ed to be Palyvinyl Chloride (PVC) Pipe, 1120, Schedule 40, confornung to ASTM D2665 and D 1785. C. All nipples, pipe connectians, bushings, swing joints, connecting equipment to the rnainline is required to be threaded Palyvin.yl Chloride (PVC) Pipe, Schedule 80. 25.1.2.3 PIPE FITTINGS A. All pipe iittings for Schedule 40 1'VC pipe shall be as follows: Fittings shall conform ta , the requirements of ASTM D2466, Standard Specification for Polyvinyl Chloride (PVC) Plastic Pipe Fittings, 5chedule 80. All fittings shall bear the manufactuxer's name or trademark, material designation, size, applicable IPS schedule and NSF seal of appraval. ' The connection af mainline pipe to the automatic control valve shall be assembled with threaded Schedule 80 tittings and threaded Schedule 80 nipples. �� ' 1 �J �� 1 , 25.1.2.4 PVC PIPE CEMENT AND PRIMER A. Pravide salvent cement and prirner for PVC solvent weld pipe and fittings as recommended by the manufacturer. Pipe joints for solvent w�ld pipe to be belled end. B. Purple primer shall be applied after the pipe and fittings has been cut and cleaned. The Primer shall be of contrasting color and be easily recognizable against PVC pipe. 25.1.2.5 THREADED CONNECTIONS A. Threaded PVC connections shall be made using Teflon tape ar Teflon pipe sealant. 25.1.2.6 GATE VALVES 25.1.2.6.1 MANUAL GATE VALVES 2 IN. AND SMALLER A. Provide the following, unless otherwise noted an Drawings: � SectionIV , 1. 204-250 psi Ball Valve 2. PVC body - with Teflon Ball Seals 3. Threaded-Dual end Unian Connectors 4. Non-Shock Safe-T-Shear Stem Page 29 of 128 4/l 1/201 ] Section TV — Technica] Speci�cations 5. Safe-T Shear True Union Ball Valve as manufactured by Spears Manufacturing Company , Sylmer, California, or approved equal. 25.1.2.6.2 GATE VALVES 2'/:" IN. AND LARGER A. Pravide the following, unless otherwise noted on Drawings: i�+.�l�.i1:Q�iiI7 2. 2001b. O.W.G 3. Cast Iron body - ASTM A 126 Class B 4. Deep socket joints 5. Rising stem 6. Bolted bonnet 7. Double disc 8. Equipped with 2" square operating key with tee handle B. Frovide two (2) o�erating keys far gate valve 3" and larger. The "street key" shall be 5' long with a 2" square operating nut. 25.1.2.7 SLEEVES A. Sleeves: (Existing by City of Clearwater) 25.1.2.8 REMOTE CONTROL VALVES A. The reznate control valve shall be a solenoid actuated, balance-pressure across-the diaphragm type capable of having a flow rate of 25-30 gallons per minute (GPM) with a pressure lass not to exceed 6.1 paunds per square inch (PSI). The valve pressure rating shall not be less than 150 psi. B. The valve body and bonnent shall be constructed of high impact weathear resistant plastic, stainless steel and other chemical/LJV resistant materials. The valve's one-piece diaphragm shall be of durable santoprene material with a clog resistant metering orifce. C. The valve body shall have a 1" inch (FNPT) inlet and outlet ox a one inch slip by slip inlet and outlet for solvent weld pipe connections. D. The valve constructian shall be as such ta provide for all intexnal parts to be removable from the top of ihe valve without disturbing the valve installation. E. The valve shall be as manufactured by Rain Bird Sprinkler Mfg. Corp., Glendora, California, or approved equal. F. Tdentify all control valves using metal I.D. tags numbered to rnatch drawings. 25.1.2.9 VALVE BOXES A. For remote control drip valve assembly and UNTK control timer use a Brooks #36 concrete value box with #35-T cast iran traffic bearing cover, ar approved equal. B. For flush valve assembly use an Ametek #181014 (10") circular valve box with #181015 cover comparable to Braoks, or approved equal. �� 1 � r ' ' ' ' �.� 1 ' ' i� � � � � � � SectionIV Page 30 of 128 4/11/2011 � ' I] , 1 ' 1 ' 1 , �� ,---, � � ' 1 1 LJ 1 LJ Section 1V —Technical Specifications C. For air relief assembly use an Ametek # 182001 (6") economy turf box cover cornparable to Brooks, ar approved equal. 25.1.2.10 DRIP IRRIGATION 25.1,2.10.1 CONSTRUCTION with #182002 A. Techline shall consist of nominal sized one-half inch (1/2") low-density linear polyethylene tubing with intemal pressure compensating, continuously self-cleaning, integral drippers at a specified spacing, (12", 18", ar 24" centers). The tubing shall be brawn in color and conform to an autside diameter (O.D.) of 0.67 inches and an inside diameter (I.D.) of O.S7 inches. Tndividual pressure compensating drippers shall be welded to the inside wall of the tubing as an integral part af the tubing assembly. These drippers shall be constructed of plastic with a hard plastic diaphragm retainer and a self- flushing/cleaning elastomer diaphragm extending the full length of the dripper. 25.1.2.10.2 OPERATION A. The drippers shall have the ability to indepen.dently regulate discharge rates, with an inlet pressure of seven to seventy (7-70) paunds per square inch (PSI), at a constant flow and with a manufacturer's coefficient of variability (Cv) of 0.03. Recommended operating pressure shall be between 15-45 PSI. The dripper discharge rate shall be 0.4, 0.6, or 0.9 gallans per hour (GFH) utilizing a combination turbulent flow/reduced pressure compensation cell mechanism and a diaphragm to maintain uniform discharge rates. The drippers shall continuously clean themselves while in operation. The dripperline shall be available in 12", 1$" and 24" spacing between drippers unless otherwise specified. Techline pipe depth shall be under mulch unless otherwise specified on Plans. Maximum system pressure shall be 45 PSC. Filtration shall be 120 rnesh or finer. Bending radius shall be 7". B. For on-surface or under mulch installations, 6" metal wire staples (TLS6) shall be installed 3'-S' on center, and two staples installed at every change of directian. 25.1.2.10.3 LINE FLUSHING VALVES A. The sub-surface system shall utilize Autamatic Line Flush Valves at the end af each independent zone area. This valve shall be capable of flushing one gallon at the beginning of each irrigation cycle. The valves shall match the dripline manufacturer and connect directly to the dripline. 25.1.�.10.4 AIRNACUUM RELIEF VALVE A. Each independent irrigation zone shall utilize an Air/Vacuum Relief Valve at its high point(s). The air and vacuum relief valve shall seal effectivEly fram 2 to 110 psi. 25.1,2.10.5 PRESSURE REGULATORS A. The pressure regulator shall be designed to handle steady inlet pressures over 150 pounds per square inch (psi) and maintain a constant outlet pressures af 25 psi. Regulating accuracy shall be within =/-b%. The pressure regulator shall be manufactured froin high- impact engineering grade thermoplastics. Regulation shall be accomplished by a fixed stainless steel compression spring which shall be enclosed in a chamber separate from the water passage. SectionlV Page 31 of 128 4/11/2011 , Section IV —1"echnical Specifications 25.1.2.10.6 FILTERS A. The filter shall be a multiple disc type filter with notation indicating the minimum partial size ta travel through or the mesh size of the element being used. The discs shall be constructed of cheznical resistant therrnoplastic for corrosion resistance. 25.1.2.10.7 FITTINGS A. All connectians shall be made with barb or compression type fitting connectians. Fittings and dripline shall be as rnanufactured by the manufacturer af the dripline to ensure the integrity of the subsurface irrigation system. 25.1.2.11 AUTOMATIC CONTROL TIMER A. The irrigataon controller (contral rnadule) shall be programmable by a separate transmitter device only. The program shall be communicated to the Control Module from the Field Transmitter via an infrared connection. The contraller shall be of a module type which may be installed in a valve box underground. The contxoller shall function normally if submerged in water and the cammunication frorn the transrnitter shall function if submerged in water. B. The control module shall be housed in an ABS plastic cabinet and shall be potted to insur� waterproof operatian. The control module shall have two mounting slots for screws allowing the module to be securely mounted inside a valve box. G The cantraller shall aperate an one nine volt alkaline battery for one full year regardless of the number of stations utilized. The controller shall operate 1, 2, or 4 stations either sequentially or independently. D. The controller shall have three independent programs with eight start times �ach, station run time capability from ane minute to twelve hours in one minute increments, and a sEVen day calendar. The controller shall turn on stations via latching solenoids installed on the valves. Manual operations shall be initiated by attaching the Field Transmitter to the Control Madule and programming a manual start. The controller shall be capable of manual single station or manual program operation. E. The controller shall be as manufactured by Rain Bird Sprinkler Mfg. Corp., Glendora, California USA. �5.1.2.12 FIELD TRANSMITTER A. The irrigation controller shall be programmable by a separate transmitter device (Field Transmitter) only. The Field Transmitter sha11 comrnunicate to the Control Module via an infraxed connection. The Field Transmitter shall be water resistant and housed in ABS plastic and have a removable, reversible protective sheath. The Field Transmitter shall operate on one 9V alkaline battery: B. The Field Transmitter shall have a large LCD screen and a seven-key programrning pad. A beep sound shall confirm every key stroke. The screen shall automatically turn off after one minute when not in use. C. The Field Transmitter shall be capable of programming an unlimited number of L1NIK Control Modules. 1 �� L ' 1 �� IJ 1 ' LJ ' ' 1 1 1 1 1 � SectionN Page 32 of 128 4/] 1/2011 ' �l � �- �. � ' Section IV — Technical Spacifications D. The Field Transmitter shall be as manufactured by Rain Bird Sprinkler Mfg. Corp., Glendora, California USA. 25.1.2.13 LATCHING SOLENOID A. The Latching Solenoid shall be supplied with an installed, filtered adapter allowing installation of the solenoid onto any Rain Sird DV, PGA, PEB, PES-B, GB, of E�'B series valve. S. The Latching Solenoid shall be as manufactured by Rain Bird Sprinkler Mfg. Corp., Glendora, California USA. 25.1.3 EXECUTION , 25.1.3.1 GENERAL INSTALLATION REQUIREMENTS 1 A. Before wark is commenced, hold a conference with the Engineer to discuss gen�ral details of the work. B. Verify dimensions and grades at job site before work is commenced. , C. During the progress of the work, a competent superintendent and any assistants necessary shall be an site, all satisfactory to the Engineer. This superintendent shall not be changed, except with the cansent of the Engineer. The superintendent shall represent the Contractor � in his absence and all directions given to the superintendent shall be as binding as if given ta the Contractor. ' ' � � 1 � �� , � 1 D. Obtain and pay for all irrigation and plumbing permits and all inspections required by outside authorities. E. All work indicated or notes on the Drawings shall be provided whether ar not specifically mentioned in these Technical Special Provisions. F. If there are ambiguities between the Drawings and Specifications, and specific interpretation or clarification is not issued priar to bidding, the interpretation or clarification will be made anly by the Engineer, and the Contractar shall comply with the decisions. In event the installatian contradicts the directions given, the installation shall be corrected by the Cantractor at no additional cost. G. Layout of sprinkler lines shown on the Drawing is diagrammatic only. Location of sprinkler equipment is contingent upan and subject to integration with all other underground utilities. Cantractor shall employ all data contained in the contract Documents and shall verify this information at the construction site to confirm the rnanner by which it relates to the installation. H. Do not proceed with the installation of the sprinkler system when it is apparent that obstructions or grade differences exist or if conflicts in construction details, legend, or specific notes are discovered. All such obstructions, conflicts, or discrepancies shall be brought to the attention of the Engineer. I. The disturbance of existing paving will not be permitted. Install all required sleeving prior to roadway base. � SectionlV 1 Page 33 of 128 4/ 11 /201 ] Section IV — Technical Specifications 25.1.3.2 EXCAVATING AND BACKFILLING 25.1.3.2.1 TRENCHING - GENERAL A. Dig sides of trenches straight. Provide continuaus support for pipe on bottom of trenches. Lay pipe to uniform grade. Trenching excavation shall fallow layout indicated on Drawings. B. Maintain 6 in. horizontal and minimum clearance between sprinkler lines and between all lines of other trades. C. Do not install sprinkler lines directly above anather line of any kind. D. Maintain 5 in, vertical minimum between sprinlcler lines which cross at angles of �45 degrees to 90 degrees. E. Exercise care when excavating, trenching and warking near existiz�g utilities. 25.1.3.2.2 BACKFILLING A. All pressure supply lines (mainline) shall have 18" of fill placed over th� pipe. B. Initial backfill on all lines shall be of a fine granular material with no foreign matter larger than'/a in. C. Compact backfill according to Sectian 125 of �DOT Specification Book, 1996 Edition. D. Do not, under a�ny circumstances, use equipment ox vehicle wheels for compacting soil. E. Restore grades and repair damages where settling occurs. F. Compact each layer of fill with approved equipment to achieve a maximum density per AASHTO T 180 - latest edition. Under landscaped area, compaction shall not exceed 95% of rnaximum density. G. Campaction shall be obtained by the use of inechanical tampers or approved hand tampers. When hand tampers are used, the rnaterials shall be deposited in layers not more than six (6") inches thick. The hand tampers shall be suitable for this purpase and shall have a face area of not more than 100 square inches. Special precautions shall be taken to prevent damage to the irrigation systern piping and adjacent utilities. 25.1.3.2.3 ROUTING OF PIPING: A. Routing of pressure and non-pressure piping lines are indicated diagramniatically on Drawings. S. Coordinate specimen trees and shrubs with routing of lines. 1. Planting locations shall take precedence over sprinkler and piping locations. 2. Report to Owner any maj or deviation from routing indicated. C. Conform to Drawings layaut without offsetting the various assemblies from the pressure supply line. D. Layout drip tube and make any minor adjustments required due to differences between site and Drawings. Any such deviatians in layout sk�all be within the intent of the original Drawings, and without additional cost. [_� LJ � 1 � ,� � , 1 1 �1 � , ' , 1 , � 1 ' SectionlV Page 34 of 128 4/11/201 ] ' �� , �� Section IV — Technical Specifications E. Layout all systems using an approved staking method, and maintain the staking of approved layout. 25.1.3.3 INSTALLATION 25.1.3.3.1 WATER SUPPLY � A. Connectians to the water sources shall be at the approximate locatians indicated on the Drawings. Make minor changes caused by actual site conditions without additianal cost to the Owner. , LJ 1 1 25.1.3.3.2 ASSEMBLIES A. Routing or pressure supply lines as indicated on Drawings is diagrammatic only. Install lines and required assemblies in accordance with details on Drawings. B. Do not install multiple assemblies on plastic lines. Provide each assembly with its own outlet. When used, the pressure relief valve shall be the last assembly. C. Install all assemblies in accord with the respective detail Drawings arzd these Technical Special Provisions. D. Plastic pipe and threaded fittings shall be assembled using Teflon tape, applied to the male threads only. ' 25.1.3.3.3 SLEEVES: (EXISTING BY CITY OF CLEARWATER) ' i� ,_� � ' , A. The contractar shall verify the location of all existing sleeves as shown on the roadway, utility and/or irrigation plans and notify the Engineer of any discrepancies. 25.1.3.3.4 PLASTIC PIPE A. Install plastic pipe in accord with manufacturer's recommendations. B. Prepare all welded joints with manufacturer's cleaner prior to applying solvent. 1. Allow welded joints as least 15 minutes setup/curing time before moving or handling. 2. Partially center load pipe in trenches to prevent arching and shifting when water pressure is on. 3. Do not permit water in pipe until a period of at least four hours has elapsed for solvent weld setting and curing, unless recommended otherwise by solvent rnanufacturer. C. Curing , 1. When the ternperature is above 80 degrees F., allow soluble weld joints at least 24 hours curing time before water is introduced txnder pressure. '� 1 D. Flushing the system: 1. After all sprinkler pipe lines and risers are in place and connected, open ihe control valves and flush out the system with a full head of water. E. Installing piping under existing pavement: ' SectionIV ' 1. Piping under existing pavement may be installed by jacking & boring. Page 35 of 128 4/11/20l 1 Section IV -- Technical Specifcations 2. Secure permission from the Engineer before cutting or breaking any existing pavement. All repairs and replacements shall be approved by Engineer and shall be accomplished at no additional cost. 25.1.3.3.5 CONTROLLERS A. Install all automatic controllers as shown in the plans. 1. The location of all controllers shall be approved by the Engineers representative prior to installation. 25.1.3.3.6 REMOTE CONTROL VALVES A. Install at sufficient depth ta provide not more than 6 in., nar less than 4 in. cover from the top of the valve to finish grade. B. Install valves in a plumb position with 24 in. minimum maintenance clearance from other equipment, 3 feet minimum fronn edges af sidewalks, buildings, and walls, and no closer than 7 feet from the back of curb or edge of pavement along roadways. C. Contractor shall adjust the valve to provide the proper flow rate ar operatir�g pressuxe for each sprinkler zone. 25.1.3.3.7 GATE VALVES A. Install where indicated and with sufficient clearance from other materials for proper maintenance. B. Check and tighten valve bonn�t packing befoxe backfill. �� _1 `1 ��«l;T� � 25.2.1 GENERAL 25.2.1.1 RELATED DOCUMENTS A. The Contract Documents shall include the Plans, Details, Speci�ications, Bid 1'roposal, Cantract Agreement, including Installation Schedule, all Addenda, and Contractual and Special Conditions when required. 25.2.1.2 REQUIREMENTS OF REGULAT�RY AGENCIES A. Comply with Federal, State, Local, and other duly constituted authorities and regulatory agencies, without additional cost to the Owner in matters pertaining to codes, safety, and environxnental matters. B. Any permits for the installatian ar construction of any af the work included under the contract, which are required by any of the legally constituted autharities having jurisdiction, shall be arranged for by the Contractor and paid for directly by the Contractor, unless otherwise agreed upon in writing. 25.2.1.3 SCOPE OF WORK A. All provisions of Contract, including General and Special Frovisions and Plans, apply ta the work specified in this Sectian. The Scope of Work includes everything for and � � ' � ' r ' ' J , � , 1 ' , �� , 1 SectionJV Page 36 of 128 4/1 ]/2011 ' �� CJ , , Sectian IV — Technical Specifications incidental to executing and completing all landscape work shown on the Plans, Schedules, Notes and as specified herein. B. Furnish and provide all labor, plants and materials toals and equipment necessary to prepare the soil for plantings, to install and care for all plant materials (including finish grading if necessary); to remove and/or transplant existing plants if indicated; to furnish, plant, fertilize, guy and brace, water, mulch and prune all new plant materials; and to execute all other Work as described herein or indicated on the Plans. C. Work under this Section shall include labor and materials for final grading and raking to ' prepare the site for sodding, sprigging, or seeding, sa finished lawn ar playing field will appeax even and unifvrm, will drain adequately, and will comply with the intent of the landscape drawings. 1 1 1 � 1 D. Initial maintenance of landscape materials as specified in this document. 25.2.1.4 QUALITY ASSURANCE A. Landscape work shall be contracted to a single firm specializing in landscape work, who shall in turn subcontract no more than 40% of the wark specified. All subcontractors under the control af the Contractor involved in the completion of the landscape woxk, shall be made known ta the Owner azid the Landscape Architect prior to their commencement of work on the praject. B. All work of this Section shall conform to the highest standard of landscape practices. C. The Plant Material Schedule included with these Plans is provided only �ar the Contractor's convenience; it shall nat be construed as to conflict or predominate over the Plans. If conflict between the Plans and Specifications exists, the Plan shall predominate and be considered the controlling document. � D. During this work, the Cantractor shall be responsible for maintaining safety among persons in his employ in accordatxce with the standards set by The Occupational Safety and Health Act of 1970 (and all subsequent amendments). Owner and Landscape , Architect shall be held harmless from any accident, injury or any oth�r incident resulting from compliance or non-compliance with these standards. LI , , , 1 , E. The Contractor shall coaperate with and coardinate with all other trades whose work is built into or affects the work in this Section. F. All appropriate utiliiy companies and agencies shall be contacted 72 hours prior ta excavation. Call "One Call" at 1-800-432-4770. G. The Contractor shall carefully examine the site and all existing conditions affecting the work, such as: soil, obstructions, existing trees, utilities, etc. Report any conditions in conflict with the work to the Landscape Architect. 25.2.1.5 SUBMITTALS A. The Contractor is required ta submit prior to the expiration of the required maintenance period, twa copies of typewritten instructions recommending procedures to be established by the Owner for maintenance of landscape work for a period of one year. B. Furnish unit prices for all plant materials and inert materials, including labor for all specif ed work. SectioniV Fa�e 37 of 128 4/11/2011 1 Section IV —Technical Specifications 25.2.1.6 ALTERNATES, ADDITIONS, DELETIONS, SUBSTITUTIONS A. If there are additions/alternates included in these Flans and Speci�cations, the Contractor must propose prices ta accomplish the work stated as additions/alternates at the time of bidding. B. The Owner, through his Froject Representative, reserves the right to add or deduct any of the work stated herein without rendering the Contract void. � 0 ThE Contractor must have written approval by the Project Representative for any substitutions nat previously agreed to in the purchase agreement: installation without approval is entirely at the Contractor's risk. All material acquired through additions or substitutions shal� be subject to all conditians and warranties stated herein. 25.2.1.7 ABBREVIATIONS/DEFINITIONS o.A. oY trr.: The over-all height of the plant measured fram the ground to the natural, untied state o£ the majority of the foliage, anot including extreme leaves, branches or fronds. C. T. : C. W.: .� Clear trunk is measured £rom the ground to the bottom of the first lea� or frond stem with no foliage from ground to specified height. �'or example, on Canary Island Date Palms or similar, the clear trunk measurement includes the "nut" at the base of the fronds. C1ear woad is measured from the ground to the bottom of the base of the lowest leaf sheath or boot, trimrned in a natural manner. For example, on Canary Tsland Date Palms or similar, the cleax wood measurement does not include the "nut" at the base of the frands. Spread, branches measured in natural untied position to the average crown diameter, not including extreme leaves, branches or fronds. ST. TR. : Straight trunk. MIN. : Minimum. GAL. : o. c.: DIA. : LVS. : Gallon container size, i.e., 1 gallon, 3 gallon, 7 gallon, etc. On center, distance between plant centers. Diameter. Leaves. SectionlV Page 38 of l28 L� ' ' 1 1 � C� ' � � � C� 1 LJ ' � C� 1 4/11/2011 ' , 1 � ' ' � , � 1 � , 1 1 , ' ' 1 , , I : • CAL.: B�• PPP: FG: STD. : Owner: Section IV — Technical Specificatipns Diameter or caliper af main trunk of tree as measured at breast height at 4-1/2 feet above grade. Caliper, the outside diameter of up ta a faur inch tree is measured six inches above grade, larger trees aze measured at 12 inches above grade. Balled and burlapped in accordance with horticultural standards of the American Association of Nurserymen. Plants per pot. Field grown. Standard, single, straight trunk. To be known as that entity which holds title or control to the premises on which the work is performed. �rvner 's Representative: Owner's on-site representative shall be responsible for appraval of quantity and quality of materials specified and execution of installation. Contrractor: Shall refer to that person or enterprise comrnonly known as the Landscape Contractor. Landscape Architect: This person or firm is the responsible representative of the Owner who produces the landscape Plans and Specifications. 25.2.1.8 25.2.1.8.1 PRODUCT DELIVERY, STORAGE, AND HANDLING PLANT MATERIALS A. Provide cantainer grown or, if appropriate, freshly dug trees and shrubs. Do not prune prior to delivery. Do nat bend or bind trees or shrubs in such a manner as to damage bark, break branches or destroy natural shape. Provide protective covering during delivery. If plant delivery is made in open vehicles, the entire load shall be suitably cavered. B. All plants are to be handled at all times so that roots or root balls are adequately protected fram sun, cold, ar drying winds. No root balls for trees and container plants that have been cracked or broken shall be planted except upon special approval. Plants shall not be pulled by the taps ar stems, nor handled in a rough or careless nnanner at any time. C. Balled and burlapped plants shall be moved with firm, natural, balls of soil, not less than 1 foot diameter of ball to every 1 inch caliper of trun.k; root ball depth shall not be less than 2/3 of root ball diameter. B& B plants which cannot be planted upon delivery shall have their root balls covered with maist soil or mulch. SectionIV Page 39 of 128 4/11/2011 Section IV — Technical Specifications D. Trees shall be dug with adequate balls, burlapped, and wire bound ii needed. Root pruning to be done a minimum of 4 weeks before removal from the field and planting at the site. Raot balls may not be encased in "grow bags" or other synthetic material, except plastic shrink vvxap for transport only. E. Remove all fronds form sabal palms prior to platiting, but leave a minimum of 12 inches of new frond growth above the bud. Da nat damage bud. On all other palms, only a rninimum af palm fronds shall be removed from crown to facilitate znoving and handling. Cleax txunk shall be determined after minimum fronds have been removed. Boots shall be removed from trunk unless otherwise specified. Palxns shall be planted within 24 hours of delivery. F. Deliver trees and shrubs after preparations for planting have been completed and plant immediately. If planting is delayed rnore than 6 hours after delivery, set trees and shrubs in shade, protect from weather and mechanical damage, and cover to keep the roats rnoist. G. Label at least one tree and one shrub of each variety with a securely attached waterproof tag bearing legible designation of botanical and commora name. H. Sod: Time delivery so that sod will be placed within twenty-four (24) hours aftex stripping. Protect sod against drying and breaking by covering palettes of sod or placing in a shaded area. 25.2.1.9 JOB CONDITIONS 25.2.1.9.1 ACCEPTANCE OF JOB CONDITIONS. A. The Contractor shall examine the sub-grade, verify elevations, observe the conditians under which work is to be performed and notify the Landscape Architect or Project Representative in writing of unsatisfactary conditians prior to beginning work. Do not proceed with the work until unsatisfactory conditions have been conected in a�nanner acceptable to the Landscape Architect. Start of work shall indicate acceptance of conditions and iull responsibility for the completed work. B. Proceed with and complete the landscape work as rapidly as portions of the site become available, warking within the seasonal limitations for each kind of landscape w�rk and following the approved schedule. If seasanal limitatians apply, notify the Landscape Architect for adjustments to the Schedule. C. Determine locations of all underground utilities and review for conflicts with planting procedures. D. When adverse conditions to plant growth are encountered, such as rubble fill, drainage conditions or abstruction, the Contractor shall notify the Landscape Architect in writing prior to planting. E. P1ant trees and shrubs after final grades are established and prioz to the planting of lawns, protecting lawn trees and promptly repairing damages from planting operations. 25.Z.1.9.2 SCHEDULING OF WORK A. The work shall be carried out to completion with tk�e utmost speed. Immediately upon award of contract, the Contractor shall prepare a constniction schedule and iurnish a copy seot�oniv Page 40 of 128 ' 1 i� � , � 1 � ' � ' � ' , LJ , ' , 4/11/2011 ' ' ' Section IV — Technica] Specifications to the OwnEr's Representative and/or the Landscape Architect for appraval. The Contractar shall carry out the work in accordance witkA the approved schedule. B. Tf the Cantractor incurs unforeseen costs, such as overtime hours, halidays, etc. in order � to complete the work within tk�e time stated in the Contract, and/or ta maintain the progress schedule, all said costs shall be borne by the Contractor at no additional cost to the Owner. 1 ' � C. The Owner's Representative's may request in writing work stoppage. Upon written request fram the Owner's Representative, the Landscape Contractor shall suspend delivery of material and stop all wvrk for such a period as deemed necessary by the Owner, the Owner's Representative, or the General Contractor with respect to any additional casts which may result from work stoppage. 25.2.1.9.3 UTILITIES A. The Contractor shall perform work in a manner which will avoid conflicts with utilities. � Hand excavate, as required, to minimize passibility of damage to underground utilities. Maintain grade stakes set by others until removal is mutually agreed upon by all parties concerned. , 25.2.2 PRODUCTS ' 25.2.2.1 25.2.2.1.1 , 1 MATERIALS PLANT MATERIALS: NOMENCLATURE A. Plant species, sizes, etc. shall be per Plans and Specifications on Plant Material Scheduled. Nomenclature is per Manual of Cultivated Plant, Standard Encyclopedia of Horticulture, L.H. Bailey, or Standardized Plant Names Dictionary, American Joint Committee an Horticultural Nomenclature (latest editions), ar conforms with names accepted in the nursery trade. ' 25.2.2.1.2 PLANT MATERIALS: QUALITY ASSURANCE 1 �� , [_� 1 A. Provide healthy, vigorous stock grawn under climatic conditians similar to conditions in the locality of the project. Plants shall have a habit af growth that is nonnal for the species and be sound, healthy, vigarous and free from insect pests or their eggs, plant diseases, defects and injuries. Plants shall be well branched and densely foliated when in leaf and shall have healthy, well-developed root systems. B. Trees shall be heavily branched or, in the case of palms, be heavily leafed. Some plant materials may be callected stock with the approval of the Landscap� Architect. Provided tree species that have a single znain trunk (central leader), unless otherwise stated. Trees that have the main trunk forming a"Y" shape ar parallel branching are not acceptable. C. Plar�t materials shall be specified and shall be Florida #1 or better as to shape and quality for the species as outlined in Grades and Standards for Nursery Flants Part I and II, Flarida Department of Agriculture and Consumer Services (latest edition). D. The Owner or Landscape Architect reserves the right to inspect plant materials either at the place of growth ar at the project site prior ta planting for compliance with requirements for name variety, size quality, or designated area. SectionlV Page 41 of 128 4/] 1/2011 ' Section IV —'Technica] Specifications E. Landscape materials shall be shipped with certificates of inspection as required by governmental authorities. The Contractor shall comply with all governing regulations that are applicable to landscape materials. F. Da not rnake substitutions. If specified landscape rnaterial is nat available, submit Landscape Architect proof of it being non-available. In such event, if the Landscape Architect designates an available sowrce, such shall be acquired from designated source. When authorized, a written change order for substitute material will be made by adjustment to Contract amount. G. Height and/or width of trees shall be measured from ground up; width measurement shall be normal crown spread of branches with plants in the normal position. This measuremEnt shall not include immediate terminal growth. All measurements shall be taken after pruning for specified sizes. All trees and shrubs shall confarm ta measurements specified in the plant material schedule, except that plant material larger than specified may be used with the approval of the Owner or Landscape Architect; with no increase to the Contract price. Plant materials shall not be pruned prior to delivery. H. Plant Material shall be syrr�znetrical, typical for variety and species. Plants used where symmetry is required shall be matched as nearly as possible. I. Salled and burlapped plants sliall have firm, natural balls af earth of sufficient diameter and depth to encompass the feeding root system necessary for full development of the plant and to conform with the standards of tk�e American Associatioz� o� Nurserymen. Root balls and tree trunks shall not be damaged by improper binding and B& B procedures. J. Container-grawn plants may be substituted for balled and burlapped plants or vice-versa provided the quality is equal or better than specified and the Landscape Architect approves the substitution. K. Container grown stock shall have been grown in containers for at least four months, but not over two years. If requested, samples must be shown to prove na roat bound candition exists. 25.2.2.1.3 GRASSES: SOD OR SEED A. Sod or seed (as/if specified) shall be a species as stated on the Plan. Solid sod shall be of even thickness and with a good root structure, 95% free oi noxious week, freshly mowed before cutting, and in healthy condition when laid. It must not be stacked more than 24 haurs before laying and it must be grown in soil compatible to that in which it will be installed. Sod must be kept moist prior to and after installation. B. Seed shall be delivered to the site in unopened bags with certification tags in place Purity, germination and weed content shall be as certification requirements. 25.2.Z.1.4 MULCH A. Mulch shall be 100% Grade "B" shredded cypress bark mulch, thoraughly mix�d with a pre-emergence weed killer according to the label directions as speciiied on the plan. B. Install mulch to an even depth of 3" before compaction. SectionIV Page 42 of 128 ' l� � 1 � LJ � , � ' , 1 L� � 1 � � �� 4/11/2011 , , , � � � �J J � ' � ' ' � Section IV -- Technical 5pecifications 25.2.2.1.5 FERTILIZER A. Granular fertilizer shall be uniform in composition; free flowing and suitable for application with approved equipment; received at the site in fitil, labeled, unopened bags bearing the name, trade name or trademaxk and warranty of the producer; fully confarming to State of Florida fertilizer laws. S. All fertilizer shall bear the manufacturer's staternent of analysis and shall cantain the apprapriate minimurn amounts of elements for the type of use specified herein. C. Agrifonn 20-10-5 fertilizer tablets or approved equal, shall be placed in planting pit for all plant materials at time of installation and prior ta completion of pit backfilling. D. Ground cover and annual areas shall receive fertilization with Osmacote Time Release Fertilizer according ta product instructions and rate. E. Far sod and seeded areas, fertilize with a complete gra.nular fertilizer on Bahia and St. Augustine grass at the rate of one (1) potuzd of nitrogen per one thousand (1,000) square feet. Fertilizer shall be commercial grade, mixed granules, with 30% - 50% of the nitrogen being in slow or controlled release form. The ratio of nitrogen to potash will be 1:1 or 2:1 for camplete fertilizer formulations. Phasphorus shall be no more than '/a the nitrogen level. They shall also contain magnesium and rnicronutrients (i.e. manganese, iron, zinc, copper, etc.). 25.2.2.1.G STAKES AND GUYS A. For trees, approved plastic ar rubber guys shall be used between the stakes and the tree trunk. Galvanized steel guy wire shall nat be used. B. Stakes shall be cut from 2" x 4" pressure treated (p.t.) stock for trees over 2" caliper. Stakes shall be 2" x 2" pressure treated (p.t.) stock for trees 2" caliper and under. A minimum of 2 stakes per tree or an optional3 stakes per tree shall be used. C. For single trunk palms, stakes shall be cut from 2" x 4" pressure treated (p.t.) stock, with a miniznum of 3 stakes per palm. Batten consisting af S layers of burlap and 5- 2" x 4" by 16" woad cannected with two - 3/4" steel bands shall be used azound the palm trunk. D. Other tree staking systems may be acceptable if approved. 25.2.2.1.7 PLANTING SOIL � A. Unless stated on the plans or in the specifications, install plant material in tilled and loosened native soil backfill. It is the responsibility of the Landscape Cantractor to test, prior to planting and at no addrtianal cost to the Contract, any soils which rnay be � unsuitable for the vigorous growth of plants. Unsuitable conditions shall b� reported to the Landscape Architect immediately in writing. � � B. When required, planting soil media shall be provided by the Contractar and shall consist of 1/3 peat and 2/3 sandy loam, with no lumps over 1". C. Backfill and clean fill dirt provided by the Contractor shall be in a loose, friable soil. There rnust be slight acid reaction to the soil (about 6.0 — 6.5 pH) with no excess of calcium or caxbanate, and it shall be free from excess weeds, clay lumps, stones, stumps, roots and toxic substances or any other ma.terials that might be harmful to plant growth or � SectionIV , Page 43 of 128 4/I 1/2011 Section IV — Technical Speci�cations a hindrance to grading, planting, and maintenance procedures and operations. No heavily organic soil, such as muck or peat shall be used as fill dirt. D. Bed preparation for annual beds under 1 gallon container size shall consist of 3" of Florida peat or other approved organic soil amendment spread over full length and width of planting area. Ratotil organic layer 6 inches to 8 inches into native soil. 25.2.2.1.$ SOIL AMENDMENTS A. Terra-Sarb AG or approved equal, sail arnendment shall be mixed with native ar planting soil for all trees, shrubs, ground cover, and annuals according to manufacturer's recommended application rates and methods, if specified on the Plans. 25.2.�.1.9 TREE PROTECTION A. Wood f�ncing shall be 2" x 4" pressure treated (p.t.) stock with flagging on horizontal members. Space vertical members 6 feet to S feet on center. The barricade sha�l be placed so as ta protect the critical protection zone area, which is the area surrounding a tree within a circle described by a radius of one foot for each inch of the tree's diameter at breast height DBH at 4-'/z feet above grade. 25.2.2.1.10 ROOT BARRIER SYSTEM A. Root barrier fabric shall be installed when specifed in the plans andJor specifications for protection of adjacent paved surfaces according to specific pxoduct name or equal. Install as directed by the manufacturer. 25.2.2.1.11 PACKAGED MATERIALS A. Deliver packaged materials in containers showing weight, analysis and name oi manufacturer. Prat�ct rnaterials from deterioration during delivery and while stored at the site. 25.2.2.1.12 PESTICIDES A. Pesticides shall be only approved, safe brands applied according to manufacturer's directions. 25.2.3 EXECUTI�N 25.2.3.1 PREPARATION 25.2.3.1.1 OBSTRUCTIONS BELOW GROUND A. It shall be the responsibility of the Contractor to locate and mark all underground utilities, irrigation lines and wiring prior to commencement of the work. B. If underground construction, utilities or other obstructions are encountered in excavation of planting areas or pits, the Landscape Architect shall be immediately notified to select a relocated position for any materials necessary. Z5.2.3.1.2 GRADING AND PREPARATION FOR PLANT MATERIALS A. All proposed landscape areas containing existing turf grass or weeds shall be treated with � Monsanto's "Round-Up" per manufacturer's specificatians. All proposed landscap� areas SectionIV Page 44 of 128 4/11/2011 ' �� ' Section IV — Technical Specifications adjacent to water bodies shall be treated with "Rodea" per the manufacturer's specifications. B. New plant materials will not b� installed until a 98% weedJturf eradication has been � achieved. More than one application may be required to produce an acceptable planting bed. ' C. Pre-emergent herbicides are nat a substitute for spray treatment of "Raund-Up" or "Rodea", and may be used only with the written approval of the Landscape Architect. D. Should any plant material in the same, or adjacent beds be damaged by these chemicals, , the same size, quantity and quality of plants shall be immediately replaced by the Contxactor at no cast to the Owner. 1 1 E. Any necessary carrections or repairs to the finish grades shall be accomplished by the Contractor. All planting areas shall bE care�ully graded and raked to smooth, even finish grade, free from depressians, lumps, stones, sticks or other debris and such that they will conform to the required finish grades and pravide uniform and satisfactory surface drainage without puddling. F. The Contractor shall remove debris (sticks, stones, rubbish) over 1-'/z inches in any ' dimension form individual tree, shrub and hedge pits and dispose of the excavated material off the site. � 25.2.3.1.3 PREPAR.ATION FQR ANNUAL BED PLANTING � 1 1 1 C� � 1 1 A. Prepare native subgrade by rototilling or loosening by hand methods. Spread 3 inches of Florida peat (1/3), sandy loam (1/3), or other approved organic soil amendment over the full length and width of planting area far annuals. Rototill organic layer 6 inches to 8 inches into the native soil. Grade the planting bed by "crowning' to insure that surface drainage, percolation, and aerativn occur at rapid rates. Add �smocote time release fertilizer according to product instructions and rate. 25.2.3.1.4 PREPARATION FOR SEEDING AND SOD AREAS A. All proposed sod areas containing Existing turf grass or weeds shall be treated with Monsanto's "Round-Up" per manufactwer's specifications. All prapased sod axeas adjacent ta water bodies shall be treated with "Rodeo" per the Manufacturer's Specifications. B. Limit preparation to areas which will be planted promptly after preparatian. Loosen sub- grade of seed and sod areas to a minimum depth of 4 inches. C. Immediately prior to any turf work, the Contractor shall finish grade the soil to a sxnooth, even surface assuring positive drainage away from buildings and the subsequent turf flush to the tops of adjacent curbs and sidewalks. The surface shall be sloped to existing yard drains. D. A complete fertilizer shall be applied ta St. Augustine or Bahia grass at a rate of one (1) pound of nitrogen per 10�0 square feet. Fertilizer shall be commercial grade, mixed granules, with 30% - 505 of the nitrogen being in slow or contralled release form. Thoroughly work fertilizer into the top 4 inches of soil. 1 SectionIV � Page 45 of 128 4/] 1/2011 Section IV --'T'echnical Specifications E. Moisten prepared seed and sod areas before planting if soil is dry. Water thoroughly and allow surface moisture to dry before planting lawns. Do not create a muddy soil condition. 25.2.3.2 INSTALLATION 25.2.3.2.1 BERM CONSTRUCTION (IF SPECIFIED) A. Install berms at lacatian and design shown on Plans and at the height and slope indicated. Height stated is for finished berm with soil at natural cornpaction. B. Exact locatian and configuration of berms may require modi�cation to allow proper drainage; such changes will be coordinated with the Landscape Architect. C. If shown an the Plan, canstruct berms using clean sandy loam fill dirt which is well- drained, free of rocks, roots, or other debris, with a soil pH of an acid Nature (about 6.0 - 6.5). No heavily organic soil, such as muck or peat shall be used in berm construction. 25.2.3.2.2 LAYOUT OF PLANT MATERIALS A. Unless otherwise stipulated, plant materials shall be appraximately located per the plans by scale measurements using established building, calumr�s, curbs, screen walls, etc. as the measuring reference point. Slight shiftir�g may be required to clear wires, prevent blockage of signage, etc. B. Shrubs and ground covers shall be located and spaced as noted on the plant material schedule (if provided), otherwise plants will be placed in the planting beds at the normally accepted spacing for each species. C. Leave an 18 inch (450 millimeters) border of mulched space between autEr leaves of installed plant material and the bed line, curb, or building foundation wall for all plant sizes. D. Any necessary "minor" adjustments in the layout of planting shall be made by the Contractor with the approval of the Landscape Architect in order to con�ozm as nearly as possible to the xntent of the plans. 25.2.3.2.3 PLANTING PROCEDURES A. All shrubs, trees and ground covers or vines shall be planted in pits having vertical sides and being circular in outline. Planting pit sha11 be 3 to 5 times the width of the root ball. B. Plants shall be set straight or plumb, in the locatians shown, at such level that after settlement normal or natural relationship of the top of the root ball with the ground surface will be established. With regards to proper nursery practices, plants under certain conditions (i.e. low and wet areas) will benefit from being planted "high" with the root ball about 1 inch higher than the surrounding grade. C. All plant materials shall be fertilized with Agrifortn 20-10-5 planting tablets, or approved equal, at time af installation and prior to completion of pit backfilling, Agriform planting tablets shall be placed uniformly around the root mass at a depth that is between the middle and the bottom of the root mass. Application rate: 1 1 � 1 � ' ' ' � � 1 � ' 1 , 1 ' 1 SectionJV Page 46 of 128 4/11/2011 � ' ' 1 1 1 ' ' , � , ' ' 1 1 gallon 3 gallon 5 gallon 7 gallan Trees Palms Section TV — Technical Specifications 1 - 21 gram tablet 2 - 21 gram tablet 3 - 21 gram tablet 4 - 21 gram tablet 3 ta.blets each'/z" (12 millimeters) caliper 7- 21 gram ta.blets D. Native soil shall be used in back-iilling plant pits or as specified. The Contractor shall be responsible for providing additional soil for building tree saucers. E. When balled and burlapped plants are set, undisturbed native soil shall be left under the base of the root ball to prevent voids. Backfill tilled and loosened native soil around the sides of the root ball. Remove the top 4 inches (100 millimeters) of burlap wire, and all tie-down material fram the root ball. Do not remove these materials from the bottom of the root ball. Thoroughly water-in before bringing the back-fill up to the proper grade Roots af bare plants shall be properly spread out, and planting soil carefully worked in among them. Failure to comply is cause for rej�ction. F. Containerized plants shall be installed with undisturbed native soil left under the base of the root ball to prevent voids. Planting pit shall be 3 to 5 times the width of the raot ball. Backfill tilled and loosened native soil around the sides of the roat ball. Thoroughly water-in before bringing the backfill up to the proper grade. G. Flant spacing shall be "on center" and varies with the different plant species. Space each variety of plant equally in the planting areas. Shrubs and ground covers adjacent to straight or curved edges shall be triangular - spaced in rows parallel to those edges. Plant a minimum of 18 inches from the back of the curb to the outside edge af the plant. H. All azaleas shall be placed into a prepared bed of annended soil containing 5�% weed-free Florida peat or approved equivalent. Root balls shall be scarified vertically at 120 degree angles in a triangular pattern. I. Sabal palms may be planted deeper than normal if conditions warrant and if approved. 25.2.3.2.4 SODDING A. During periods of drought, sod shall be watered sufficiently at its origin to moisten the soil adequately ta the depth to which it is to be cut. B. An application of 6-6-6, 40% organic, slow or controlled release fertilizer shall be made 1 to all lawn areas just priar to the laying of the sod at a rate of one (1) pound of nita-ogen per 1,000 square feet. The ground shall be wet down before the sod is laid in place. C. Salid sod shall be laid tightly with closely abutting staggered joints with an even surface , edge and sod edge, in a neat and clean manner to the edge of all the paving and shrub areas. Cut down soil level to 1 inch to 1-1/2 inches below top of walks prior to laying sod. � ' 1 D. Within 2 hours after installing sod and prior to rolling, irrigate the sod. SufFicient water shall be applied ta wet the sod thoroughly and to wet the sod to a depth of 2 inches (SO millimeters). Watering shall be done in a manner that will avoid erosion due to the application of excessive quantities, and the watering equipment shall be a type that will prevent damage to the finished sod surface. Watering shall be repeated as necessary ta keep sod moist until rooted to subgrade. SectionIV Page 47 of 128 4/11/2011 1 Section IV — Technical Specifications E. The sod shall be pzessed firmly inta contact with the sod bed using a turf raller or ather appraved equipment so as to eliminate air pockets, provide a true and even surface and insure knitting without any displacement of the sod or deformation af the surfaces of sodded areas. After the sodding operation has been completed, the edges of the area shall be smooth and shall confarm ta the grades indicated. F. If, in the opinion of the Landscape Axchitect, top dressing is necessary after rolling, clean silica sand shall be used to fill vaids. Evenly apply sand over the entire surface ta be leveled, filling-in dips and voids and thoroughly washing into the sod areas. G. On slopes steeper than 2:1 and as required, the sod shall be fastened in place with suitable wooden pins or by other approved method. 25.2.3.2.5 SEEDING A. Seed shall be installed per the specifications of the State of Florida Department of Transportation. See plan for typ� of seed. 25.2.3.2.6 TREE GUYING, BRACING AND STAKING A. Tree guying, staking and bracing shall be the responsibility of the Cantractor per sound nursery practices, and shall be done per details shown on the Plans. For trees, a minimum of 2 stakes per tree or an optional 3 stakes pex tree at � 20 degree spacing shall be used. Stakes shall be d�ven in at an angle, then tightened ta vertical supported by approved plastic ar rubber guys. Trees shall be staked with a minimum of 4 feet height of stake above grade and a minimum of 30 inches of stake below grade. B. For single trunk palms, a minimum of 3 stakes per palm at 120 degree spacing shall be used. Toenail the stakes to batten consisting of S layers af burlap and 5- 2 inch x 4 inch x 16 inch wood connected with two 3/a inch steel bands. Palms shall be staked with a minimum of 5 feet of stake above grade. C. Cantractor shall remove all tree guying, staking, and bracing from trees six (6) months after the date of final acceptance of the la�ndscape work. D. Stake only trees that require support to maintain a plumb position or are in potentially hazardous areas. 25.2.3.2.7 MULCHING A. All planting beds shall be weed-free prior to mulching. B. All curb, roadway, and bed line edges will be "trenched" to help contain the applied mulch. C. All plant beds and tree rings shall be mulched evenly with a 3 inch layer (before compaction) of 100% Grade B recycled cypress bark mulch, or other mulch as specified on the Plans or General Notes. D. Mulch shall not be placed against the trunks of plant materials or foundations of buildings. Maintain a minimum 3 inch clearance for trees and shrub trunks and a minimum 6 inch clearance for the walls af buildings. E. For beds of annual flowers, a 12 inch wide x 3 inch deep band of mulch shall be installed in front of the first row of annuals. Mainta.in a rninimum 6 inches of non-rnulched clearance from the autside edge of annuals. 1 1 � � , 1 1 1 � LJ � �J � � 1 1 � ' 1 SectionIV Page 48 of 128 4/11/2011 ' 1 � � � L� ' ' Section IV — Technical Specifications 25.2.3.2.8 PRUNING A. Pruning shall be done by an exp�rienced certified Arborist to maintain the natu.ral shape and form of the plant. B. Upon acceptance by the Owner, prune any broken branches, remave crossed branches, and branches hanging below the cleaz trunk of the tree. 25.2.3.2.9 CLEAN-UP A. During landscape work, stare materials and equipment where directed by the Owner. B. The Contractor shall promptly remove any materials and equipment used on the job, keeping the area neat at all times. Upon completion of all planting, dispose of all excess soil and debris leaving pavements and work areas in safe and orderly condition. C. The clean-up of the site shall include the removal and proper dispasal of the tree guying, staking, and bracing materials as described in specifications. 25.2.3.2.10 PROTECTION � A. The Contractor shall provide safeguards for the protection of workmen and athers on, abaut, or adjacent to the wark, as required under the parameters of the Occupatianal Safety and Health Admmistration (O.S.H.A.) standards. � � ' � B. The Contractor shall protect the Owner's and adjacent property from darnage. C. the Contractor shall protect the landscape work and materials from damage due to landscape operations. Maintain protection during installation and maintenance periods. D. The Contractar shall provide protection (tree barricades) for all existing trees and palms as specified. 25.2.3.2.11 REPAIR OF DAMAGES E. The Contractor shall repair all damage caused by his aperations to other materials, property, or trades to a level equal in quality to the existing condition prior to damage. F. The Contractor shall be held responsible for all damage done by llis work or emplayees � to other materials or trades' work. Patching and replacement of damaged work may be done by others, at the �wner's direction, but the cost of same shall be paid by the Contractor who is responsible for the damage. L� ' 25.2.3.3 MAINTENANCE A. The Contractor shall maintain all plant materials in a�rst class condition from the beginning of landscape construction until Final Acceptance. B. Operatians: � � ' s��t�o�v 1 1. Maintenance shall include, but not be limited to, watering of turf and planting beds, mowing, fertilizing, cultivation, weeding, pruning, disease and pest control, replacement of dead materials, straightening, turf or planter settlement corrections, replacernent of rejected materials, staking and guying repair and tightening, wash-out repairs and regrading, and any other pracedures consistent with the good horticultural practice necessary to insure normal, vigorous and healthy growth of all work under Page 49 of 128 4/11/2011 Section IV — Technical Specifications the Contract. Mowing sha11 be consistent with the recommended height per the University of Flarida Cooperative Extension Service. 2. Within the wazranty period, the Contractor shall notify the Owner of any maintenance practices being followed or omitted which wauld be detrimental ta the h�althy, vigorous growth of the landscape. 3. The Contractor shall be responsible for the final vvatering af not less than one inch of water for ali planted materials before leaving the site. 25.2.3.4 INSPECTION, REJECTI�N, AND ACCEPTANCE 25.2.3.4.1 INSPECTION A. Upon completion of the installation, the Contractor will notify the Owner or the Owner's Representative that the job is ready for inspection. Within 15 days of notifications, the installation will be inspected by the Landscape Architect. A writte�. and/or graphic inspection report will be sent to the Owner and/or Landscape Contractor. 25.2.3.4.2 REJECTION AND REPLACEMENT A. The Landscape Architect shall be £'inal judge as to the suitability and acceptabxlity of any part of the work. Plant rnaterial will be rejected if it does not meet the requirements set farth in Plans and Speciiications. B. Replace any rejected materials immediately or within 1 S days and notify the Landscape Architect that tk�e coz�rection has been made. 25.2.3.4.3 ACCEPTANCE A. After replacem�nt of rejected plant material (if any) have been made, and completion of all other correction items, the Owner or Project Representative will accept the project in writing. B. Upon Final Acceptance, the Owner assumes responsibility for maintenance within the terms of the Contract. Acceptance will in no way invalidate the Contractor's warranty period. C. The Contractor's warranty period will begin after final acceptance of the project by the Owner. 1. If evidence exists of any lien or claim arising out of or in connection with default in performance of this Coniract, the Owner shall have the right to retain any payment sufficient to discharge such claim and all costs in connection with discharging such claim. 2. Where the Speci�cations call for any stipulated item or an "approved equivalent", or in words to that effect, the Contractor shall indicate the price of the type and species specifed in the proposal, giving the price to be added or deducted from his Contract price. The final selectian rests with the Owner or his representative. 3. Where plants installed do nat meet speciiications, the Owner reserves the right to request plant replacement or an appropriate deduction from the Contract amount to compensate for th� value nat received from the under-specified plant materials. No , 1 � 1 � � , � � � ' � i � ' � � LJ SecfionlV Page 50 of 128 4/11/2011 � , , C� 1 1 i � , � 1 � C� 1 ' 1 �I 1 1 � Section IV — Technical Specifications additional compensatian will be made to the Contractor for plants installed that exceed specifications. z�.z.3.s WARRANTY A. The Contractor shall warranty all palms and trees furnished under this contract far a period of one (1) year and all shrubs for a periad of six (6) months. Material which is either dead or in paar health during this period or at cornpletian will be replaced at no charge to the Owner. Should any of the plant materials show SO% ar more defoliation during the warranty period, due to the Contractoz''s use of poor quality or improper materials or workmanship, the Contractar upon notice, shall replace without d�lay same with no additional cost to the Owner. Should any plant require replacing, the new plant shall be given the equal amaunt of warranty. 26 HDPE DEFORMED - REFORMED PIPE LINING 26.1 INTENT �t is the intention af this specification to pravide for the trenchless restoration of 8" tv 12" sanitary sewers by the installation of a high density polyethylene, jointless, continuous, fold and form pipe liner which is watertight and chemically resistant to withstand exposure ta domestic sewage including all labor, materials and equipment to provide for a complete, fully restored and functioning installation. 26.2 PRODUCT AND CONTRACTOR/INSTALLER ACCEPTABILITY The City requires that all contractors be prequalified. See General Conditions r�gaxding contractor prequali�cation. In addition, the City requires a proven extensive tract record for the fold and farm liner system to be used in this project. All contractors submitting for prequalification appraval for this project must exhibit extensive satisfactory experience in the installation of the proposed liner system and satisfactory evidence that the praposed liner system has been extensively and successfully installed in the Unites States and the State of Florida. The installer must be certified by the liner system manufacturer for installation af the liner system. The City reserves full and complete authority to approve the satisfactory nature of the bath the liner system and the installer. 26.3 MATERIALS Pipe shall be made from P. E. 3408 polyethylene resins complying with ASTM D 3350, cell classification: P.E. 345434 D for High Density. It shall be Type 3, Grade 4, Class D, according to ASTM D 1248. The Contractor shall pravide certified test results for review by the Engineer, fram the manufacturer, that the material confozms with the applicable requirements. Material shall have a minimum thickness of SDR 32.5. Pipe specimens shall comply with the nninimum property values shown below with the applicable ASTM requirements: Material Pra e ASTM Method Value HDPE Tensile Strength D 638 3,300 psi Elasticity Madulus E=113,000 psi SectionIV Page S1 of 128 4/11/2011 Section IV —Technical Specifications HDPE Impact Strength D 256 A 3.0 ft-lb/in Flexure Modulus E=136,000 psi Expansion Caeff. c=0.009 in/in/deg �' At the time of manufacture, each lat of liner shall be reviewed for defects and tested in accordance with ASTM D 2837 and D 1693. At the time of delivery, the liner shall be homageneous throughaut, uniform in color, free of cracks, holes, fareign materials, blisters, or deleterious faults. The Contractor shall provide, as requested, certified test results for review by the Engineer, from the manufacturer; that the material conforms with the applicable requireznents. The Engineer may at any time request the Contractor provide test results from field samples to the above requirements. Liner shall be marked at 5-foot intervals or less with a coded number, which identifies the manufacturer, SDR, size, material, date, and shift on which the liner was extruded. Lining manufacturer shall submit to the Engineer for approval as requested, complete design calculations for the liner thickness. The criteria for li�e� design shall be HS-20 trafFic loading, water table to the ground surface, minimum expected lifetime of SO years, and no st�ructttral strength retained from the existing pipe. Liner materials shall meet manufactures s�ecificatians of Pipe Liners, �nc. 3421 N. Causeway, Suite 321, New Orleans, LA 70002, 1-800-344-37�4 or approved equal. Any approved equal liner system must be approved by the Engineer as an equal system priar to areceiving bids. Request for contractor prequalification and/or equal liner system approval must be received by the Engineer no later than 14 days prior to the date for receiving bids. F • � ��_1�11►[r7��1:�y,L�]=��J-1:7s��[•l:l It shall be the responsibility of the Contractor ta clean and prepare the existing pipes for rehabilitation. The Contractar will tharaughly clean the interior of the sewers to produce a clean interior surface free of all coatings, sand, rock, roots, sludge, or other deleterious materials prior to liner insertion. Bypass pumping will be provided by the Contractor as part o� the unit cost of restoration. Bypass operations are to be so arranged as to cause minimum disruptions ta lacal traffic, residents and particularly to commercial facilities. Duxing the cleaning and preparation operations all necessary precautions shall be taken to protect the public, all property and the sewer from damage. All material removed from the sewers shall be the Cantractor's responsibility for prornpt dispasal in accordance with all regulatory agency requirements. The Contractor may be required to control the rate of sewer cleaning in the sanitary system to avoid heavy pollutian loads at the City's treatment plants. 26.5 TELEVISION INSPECTION After cleaning, and again after the rehabilitation wark on each sectian of the project is campleted, all pipe sections shall be visually inspected by means of closed-circuit color television, and recorded on VHS format tapes provided ta the praject engineer. The television system used shall be designed for the purpose and suitably lighted to provide a clear picture of the entire periphery af the pipe. SectionIV Page 52 of 128 4/11/2011 1 1 1 1 L�� 1 �� 1 �� ' ' 1 1 � , 1 , � � 1 C� � Section IV — Technical Specifications 26.5 LINER INSTALLATION Liner shall be sized ta field measurements obtained by the Cantractor to provide a tight fit to the full interior circumference af the existing sanitary sewer and shall be a continuous, jointless liner product from inside of manhale to inside of manhole. Contractor shall use installatian methods approved by the liner manufacturer including liner placement, reforming to fit existing pipe, pressure and heat requirements and reconnection of laterals. The Contractor shall immediately notify the Engineer af any construction delays taking place during the insertion operatian. Contractor shall maintain a reasonable backup system for bypass pumping should delays or problems with pumping systems develap. Laner entries at manholes shall be smooth, free of irregularities, and watertight. No pinholes, teazs, cracks, thin spots, or other defects in the liner shall be permitted. Such defects shall be removed and replaced by the Contractor at his expense. OSHA requirements far installation procedures, in particular, confined spaces are to be met. 26.7 LATERAL RECONNECTION Sanitary laterals shall be reconnected as soon as possible to renew service. Laterals are to be reconnected by means of robotics, by internally cutting out the liner to 100% of the area of the original opening. All lateral reconnections are ta be grouted ta prevent leakage. Grouting method and material is to be appraved by the Engineer. Any reconnectians ta laterals and connections to manholes which are observed to leak shall be ' resealed by the Contractor. All laterals discovered during the lining process axe to be reconnected unless specifically directed otherwise by the City. The Contractor will be requested to recannect any laterals discovered to not be reconnected at a later date. Contractor shall notify all local � system users when the sanitary system will not be available for normal usage by the delive�ry of door hangers with appropriate information regarding the construction project. � 1 � l.J IJ ' � 2G.8 TIME OF CQNSTRUCTION Construction schedules will be submitted by the Contractor and approved by the Engineer. At no time will any sanitary sewer service connection remain inoperative for more than a eight hour period without a service bypass being operated by the Contractor. In the event that sewage backup occurs and enters buildings, the Contractor shall be responsible far cleanup, repair and property damage costs and claims. 2G.9 PAYMENT Payment for sanitary sewer restoration shall be made per lineal foot including all preparation, bypass pumping, equipment, labor, materials, operations, restoration, etc, to provide a fully completed and operational sewer. Payment shall be measured from center of manhole to center of manhole for the sanitary systems and from end of pipe to end of pipe for storm systems. 27 PLANT MIX DRIVEWAYS New driveways ar existing black top driveways tkiat must be broken back in widening the pavement (remove only enough to allow adequate grade for access to the street) shall be constructed or replaced in accordance with the specifications for paving the street with the exception that the base shall be six (6) inches. Use Section 23 G Asphaltic Concrete as specified for the street paving. 1 SectionlV ' Page 53 of 128 4/ll/20] 1 Section IV — Technical Spec�cations When finished surface of existing drive is gravel, replace ment shall be of like material. Payment shall be the same as Plant Mix Driveways. 27.1 BASIS OF MEASUREMENT Measurement shall be the number of square yard of Plant Mix Driveways in place and accepted. 27.2 BASIS OF PAYMENT Payment shall be the unit price per square yard for Plant Mix Driveways as measured above, which price shall be full compensatian for all work described in this section af the specifications and shall include all materials, equipment, tools, labor and incidentals necessary to complete the wark. 28 REPORTING OF TONNAGE OF RECYCLED MATERIALS This Article deleted. 29 CONCRETE CURBS Concrete Curbs shall be constructed to the line, grade and dimensions as shown on the plans. Unless otherwise noted, all concrete curbs shall have fiber mesh reinfazcemen.t an�.d have a minimum strength of 3000 p.s.i. at 28 days. Expansion joints shall be placed at intervals not to exceed 100 feet, and scored joints shall be placed at intervals not to exceed 10 feet. Tn addition, all the requirements of City Articles 6, 7, and 8 shall also apply. The Contractor shall notify the Project Inspector a minimum of 24 hours in advance of the placement of all concrete curbs. 29.1 BASIS OF MEASUREMENT The basis of ineasurement shall be lineal feet of curb in place and accepted. 29.2 BASIS OF PAYMENT Payment shall be the unit price per lineal foot of curb, which price shall be full compensation foar all work described in this and other applicable parts of the specifications and shall include all materials, equipznent, tools, labar and incidentals necessary to complete the work. 30 CONCRETE SIDEWALKS AND DRIVEWAYS E��i ��I�] `[�]:� =r � �� I �] �1�i�L1�:(+� Concrete sidewalks shall be constructed to the line, grade and dirnensions as shown on the plans or herein specified. Unless otherwise noted, all concrete sidewalks shall have fiber mesh reinforcement and have a rninirnurn strength of 3000 p.s.i. at 28 days. Unless otherwise specified, all concrete sidewalks shall have a minimum width of four feet (�'). Concrete sidewalks shall have a minimum thickness of four inches (4"), except at driveway crossings where a minimum thicknes"s af six inches (6") is required. Also, 6/6 X 1�/10 welded wire mesh reinforcement is required for all sidewalk that crasses driveways. The weldEd wire mesh shall be positioned in the middle to upper third of the placement. No compensation shall be given if the welded wire mesh is not properly placed. Expansion joints shall be placed at intervals of not SectionIV Page 54 of 128 4/11/2011 , ' ' � � , 1 ' , i � , � � � , � 1 t 1 Section IV — Technical Specifications � more than 100 hundred feet, and scoring marks shall be made every S feet. Concrete shall be poured only on corzlpacted subgrade. In addition, all the requirements of City Articles 6, 7, and 8 shall also apply. ' Ir� � L� C _� 1 � � ' C� 1 1 1 � � , � 30.2 CONCRETE DRIVEWAYS Concrete driveways, whether new construction ar replacement, shall be a minimum of six (6) inches in thickness with 6/6 x 10/10 welded wire mesh reinfarcement and a minimum horizontal distance between expansion jaints of no less than four (4) feet measured in any direction. The welded wire mesh shall be positioned in the middle ta upper third of the placement. Na compensation shall be given if the welded wire mesh is not properly placed. Concrete shall be poured anly on compacted subgrade. In addition, all the requirements of City Articles 6, 7, and 8 shall also apply. The Contractor shall notify the Project Inspector a minimum of 24 hours in advance of the placement of all concrete sidewalks and driveways. 3Q.3 BASIS OF MEASUREMENT The basis of ineasurement shall be the number of square feet of 4" cancrete sidewalk, 6" concrete sidewalk, and 6" concrete driveways in place and accepted. 30.4 BASIS OF PAYMENT Payment shall be the unit price per square foat for each item as measured above, which price shall be full compensation for all work described in this section and other applicable parts of the specifications and shall include all materials, equiprnent, tools, welded wir� mesh where required, labar and incidentals necessary to complete the work. 31 SODDING Unless otherwise noted herein, the contractor shall place all sod, either shown an the plans or at the direction of thE Engineer, in confarmance with Sections 575, 981, 982 and 983 of FDOT's Standard Specifications (latest edition). The area for sod application shall be loosened and excavated to a suitable depth and finished to a grade compatible with existing grass and structures. Sod shall be placed with edges in close cantact and shall be compacted to uniform finished grade with a sod raller immediately after placement. In sloped areas, the sod shall be graded and placed so as to prohibit erosian and undermining of the adjacent sidewalk. Na sod that has been cut for rnore than 72 hours can be used unless authorized by the Engineer in advance. The sod shall be thoroughly watered imanediately after placement. The Contractor shall continue to water sod as needed andJar directed by the Engineer as indicated by sun exposure, sail, heat and rain conditions, to establish and assure grawth, until termination of the contract. Dead sod, or sad not acceptable to the Engineer, shall be removed and replaced by the Cantractor at no additional cornp�nsation. Any questions concerning the type of existing sod shall be deternlined by the Engineer. Unless otherwise noted on the plans, payment for sad (including labor, equipment, materials, placement, rolling, watering, etc.) shall be included in other bid items. Payment for these associated bid items may be withheld until the Contractor pravides the City a healthy, properly placed stand of grass. When this work is given as a separate bid item, it shall cover all labor, equipment and materials, (including water) required for this work and shall be paid for on the SectionIV Page 55 of 128 4/11/2011 Section TV —Technical Specifications basis af each square foot in place and accepted. No payment for sod shall be made until the Contractor provides the City a healthy, properly placed stand of grass. 32 SEEDING Seed, or seed and mulch, shall only be used when specified for certain demolition projects. The seed and/or mulch shall be placed as called for on the plans in the follawing manner. The arEa to be seeded shall be brought to the required line and grade, fertilized and seeded in basic conformance with the latest edition af FDOT's Standard Specifications Sections 570, 981, 982 and 983. However, no wildflower seed shall be used, and Argentine Bahia Seed shall be used instead of Pensacala Bahia. No sprigging will be required. Also, the addition of 20 lb. af Rye Seed (ta tota1601b. of seed per acre) will be required during the stated periods. It is a�so required that the Contractor maintain said seed until growth is assured. When th.is work is given as a bid item, the item sha11 cover all labor, material, equipment (including water), required for this work, and sha�l be paid for on th� basis of each square yard in place and accepted. If called %r on. the plans, but not shown as a bid item, then the cost of such work as stated above shall be included in the cost of other work. 33 STORM MANHOLES INLETS CATCH BASINS �R OTHER STORM STRUCTURES For details on specific design of a type of storm structure refer to Part B Index Numbers 200 to 235. When required, inlets, catch basins or other structures shall be constructed accarding ta the plans and applicable parts of the specifications, Section Numbers 7, $, & 9, and as approved by the Engineer. Said stzuctures shall be pratected and saved from damage by the elements or other causes until acceptance of the work. 33.1 BUILT UP TYPE STRUCTURES Manholes shall be constructed of brick with cast iron frames and covers as shown on the Index Numbers 201 and 202. Invert channels shall be constructed smaoth and semi circulax in shape conforming to inside af adjacent sewer sectian. Changes in direction of flaw shall be made in a smooth curve of as large a radius as possible. Changes in size and grade of channels shall be made gradually and evenly. Invert channels shall be built up witki bxick and mortar on top of cancxete base. The storm structure floor outside of channels shall be made sznooth and sloped towaxd channels. Manhole steps shall not be provided. Joints shall be completely filled and the mortar shall be smoothed from insidE of the manholes. The entire exterior af brick manholes shall be plastered with one half inch of mortar. Brick shall be laid radially with every sixth caurse being a stretcher course. In cases where a starm pipe extends inside a structure, the excess pipe will be cut off with a concrete saw and shall not be removed with a sledge hammer. SectionIV Page 56 of 128 4/11/2011 1 � , 1 1 � , 1 r �� , I � L� r � � 1 `i � 1 �� L LJ Section IV — Technical Specifications ��:��_��ir-�� The manhole base shall be set on a pad af dry native sand appraxirnately five inches thick to secure proper seating and beaxing. Precast Manholes and Junction Boxes: The Contractor may substitute precast manholes and junction boxes in lieu of cast in place units unless otherwise shown on the plans. Precast Inlets will nat be acceptable. Wh�n precast units aze substituted, the constructian of such units must be in accardance with ASTM C 478, or the standard specifications at the manufacturers aptian. Precast structures must also meet the requirement that on the lateral faces, either inside or � outside, the distance between precast openings for pipe or precast opening and top edge af precast structure be no less than wall thickness. A minimum of four caurses of brick will be ' pravided under manhole ring sa that future adjustment of manhole lid can be accomrnodated. Manhole steps shall not be provided. Manhole using O ring between precast sections will not be acceptable for storm structures. 1 ' ' � , r r 33.3 BASIS OF PAYMENT Payment for Junctian Boxes, Manholes or other structures shall be on a unit basis. 34 MATERIAL USED This article deleted. See SECTION ITI, ARTICLE 19 — MATERIAL USED. 35 C�NFLICT BETWEEN PLANS AND SPECIFICATIONS This article deleted. See SECTION III, ARTICLE 20 --- CONFLICT BETWEEN PLANS AND SPECIFICATIONS. 36 STREET SIGNS The removal, cavering ar relocation af street signs by the Contractor is PROHIBITED. All street signs shall be removed, covered or relacated by the City's Tra�"ic Engineering Division in accordance with Sections 700, 994, 995, and 996 of FDOT's Standard Specifications (latest edition). The Contractor shall notify the City's Traffic Engineering Division a�ninimum of 24 hours in advance of the proposed sign relocation, covering or removal. I 37 AUDIONIDEO RECORDING OF WORK AREAS 1 , 1 1 i K�� t�I�1��:7sL�t*]:it�l,:� � J_l:� �_1�1 �] L�1��l1 �] ��]��.��I�7:� �] l� L�] Prior to commencing work, the Contractor shall ha.ve a continuous color audio/video recording talcen along the entire length of the Froject including all affected project areas. Streets, easements, rights-of way, lots or construction sites within the Project must be recorded ta serve as a record of a pre-construction conditions. 37.2 SCHEDULING OF AUDIDNIDEO RECORDING The video recordings shall not be made morE than twenty-one (21) days prior ta canstructian in any area. SectionIV Page 57 of 128 4/11/2011 Section TV — Technical Specifications 37.3 PROFESSIONAL VIDEOGRAPHERS The Contractor shall engage the services of a professional videographer. The color audio videotapes shall be prepared by a responsible comrnercial fir�m known to be skilled and regularly engaged in the business of pre-construction color audio-video recording documentation. 37.4 EQUIPMENT All equipment, accessaries, materials and labor ta perform this service shall be fuinished by the Contractor. The total audio videa system shall reproduce bright, sharp, clear pictures with accurate colors and shall be free from distortion, tearing, rolls or any other form of imperfection. The audio portion of the recording shall reproduce the commentary of the camera operatar with praper valume, clarity and be free from distortion and interruptions. In some instances, audio video coverage may be required in areas not accessible by canventional wheeled vehicles. Such coverage shall be obtained by walking. 37.5 RECORDED INFORMATION, AUDIO Each recording shall begin with the current date, project name and be followed by the general location, i.e., viewing side and direction of progress. Accompanying the video recording of each video shall be a corresponding and simultaneously recorded audio recording. This audia recording, exclusively containing the cammentary of the camera operator or aide, shall assist in viewer orientation and in any needed identification, difFerentiation, clarification, or objective description a£the �eatures being shown in the video portion of the recording. The audio recording shall also be free from any conversations. 37.6 RECORDED INFORMATION VIDEO All video recordings xnust continuously display transparent digital information to include the date and time of recording. The date information shall contain the manth, day and year. The time informatian shall contain the hour, minutes and seconds. Additional information shall be displayed periodica�ly. Such information shall include, but nat be limited ta, project name, contract number, directian of travel and the viewing side. This transpazent information shall appea.r an the extreme upper left hand third af the screen. Camera pan, tilt, zoom-in and zoom out rates shall be sufficiently controlled such that recorded abjects will be clearly viewed during videotape playback. In addition, all ather camera and recording system controls, such as lens focus and aperture, videa level, pedestal, chrome, white balance, and electrical %cus shall be properly controlled or adjusted to maximize picture quality. The construction documentation shall be recorded in SP mode. �S�II _��i�l =1:Z�7: ► _ • ► The audio and video portions of the recording shall rnaintain viewer orientation. Ta this end, averall establishing views of all visible house and business addresses shall be utilized. In azeas where the proposed construction locatian will not be readily apparent to the videotape viewer, highly visible yellow flags shall be placed, by the Contractor, in such a fashioza as to clearly indicate the proposed centerline af construction. When conventional whe�led vehicles are used as canveyances for the recording systern, the vertical distance between the camera lens and the graund shall not exceed 10 feet. The camera shall be firmly mounted such that transport of the camera during the recording process will not cause an unsteady picture. sectioniv Page 58 of 128 � � LJ , LJ , , � � , � � r LJ ' � LJ � 4/11/2011 � C� 1 ' � Section IV — Technical Specifications 37.8 LIGHTING All recarding shall be done during time af good visibility. No taping shall be done during precipitatian, rnist or fog. The recording shall only be done when sufficient sunlight is present to properly illuminate the subjects of recarding and to produce bright, shaxp video recordings of those subjects. 37.9 SPEED OF TRAVEL The average rate of travel during a particular segment of coverage shall be directly proportional � to the number, si�e and value of the surface features within that canstruction areas zone of influence. The rate of speed in the general direction of travel of the vehicle used during taping shall not exceed forty-four (44) feet per minute. � 37.10 VIDEO LOG/INDEX , All videotapES shall be permanently labeled and shall be properly identified by videotape number and project title. Each videotape shall have a log of that videotape's contents. The log shall describe the various segments of coverage contained on the video tape m terms of the names of , the streets or location of easements, coverage beginning and end, directions of coverage, video unit caunter numbers, engineering stu vey or coordinate values (if reasonably available) and the date. , 1 LJ L_J L� , ' L� LJ 1 � 37.11 AREA OF COVERAGE Tape coverage shall include all surface features located within the zone of influence of construction supported by appropriate audio coverage. Such coverage shall include, but not be limited to, existing driveways, sidewalks, curbs, pavements, drainage system features, mailboxes, landscaping, culverts, fences, signs, Contractor staging areas, adjacent structures, etc. within the area cavered by the project. Of particular concern shall be the existence af any faults, fractures, or defects. Taped coverage shall be limited to one side of the Site, street, easement or right of way at any ane time. 37.12 COSTS �F VIDEO SERVICES The cost to cornplete the requirements under this section shall be included in the contract items provided in the proposal sheet. There is no sepazate pay it�m for this work. 38 EROSION AND SILTATION C�NTROL 38.1 STABILIZATION OF DENUDED AREAS No disturbed azea may be denuded far mare than thirty (30) calendar days unless otherwise authorized by the City Engineer. During construction, denuded areas shall be covered by mulches such as straw, hay, filter fabric, seed and mulch, sod, or some other permanent vegetation. Within sixty (60) calendar days after final grade is established on any portion of a project site, that portion of the site shall be provided with established permanent soil stabilization measures per the original site plan, whether by impervious surface ar landscaping. SectionIV Page 59 of 128 4/11/201 ] Section IV — Technical Specificaiions 38.2 PROTECTION AND STABILIZATION OF SOIL STOCKPILES Fill material stockpiles shall be protected at all times by on-site drainage controls which prevent erosian of the stockpiled material. Control of dust from such stockpiles may be required, depending upon their location and the expected length of time the stockpiles will be present. In no case shall an unstabilized stockpile remain aftex thirty (30) calendar days. 38.3 PROTECTION OF EXISTING STORM SEWER SYSTEMS During constructian, all storm sewer inlets in the v�cinity of the project shall be protected by sediment traps such as secured hay bales, sod, stone, etc., which shall be maintained and modified as required by construction pragress, and which must be appraved by the City Engineer before installation. 38.4 SEDIMENT TRAPPING MEASURES Sediment basins and traps, perimeter berms, filter fences, berms, sediment banriers, vegetative buffers and other measures intended to trap sediment and/or prevent the transpart a£ sediment onta adjacent properties, or inta existing water bodies; must be installed, constructed, or, in the case of vegetative buffers, protected from disturbance, as a first step in the land alteration pxocess. Such systerns shall be :fully operative and inspected by the City before any other dist�.trbance af the site begins. Earthen. structures including but not limited to berms, earth filters, dams or dikes shall be stabilized and �rotected �rom drainage damage or erosioa� within one week of installation. 38.5 SEDIMENTATION BASINS Areas of 3 acres or rnare shall be required to have temporary sedimentation basins as a positive rernedy against downstream siltation and will be shown and detailed on construction plans. During development, permanent detention areas may be used in place af silt basins, provided they are rnaintained to the satisfaction of the City. The Contractor will be required to prohibit discharge of silt through the outfall structure during construction of any detention area and will be required to clean out the detention area before installing any permanent subdrain pipe. In additian, permanent detention areas rnust be totally cleaned out and operating praperly at final inspection and at the end af the one year warranty period. Wkien temporary sedimentation basins are used, they shall be capable at all times of coantain-ing at least one (1) cubic �oot of sediment for each one hundred (1 �0) square feet of area tributary to the basin. Such capacity shall be maintained throughout the �roject by regular rexnoval of sediment from the basin. 38.6 WORKING IN OR CROSSING WATERWAYS OR WATERBODIES Land alteration and construction shall be minimized in both permanent and interrnittent waterways and the immediately adjacent buffer of2S feet from top of bank of the waterways and the buffer area whez�ever possible, and barriers shall be used to prevent access. Where in channel wark cannot be avoided, precautions must be taken to stabilize the work area during land alteration, development andJor constructxon to minimize erosion. If the channel and buffer area are disturbed during land alteration, they must be stabilized within three (3) calendaa- days after the in channel work is completed. SectionlV Page 60 of 128 4/11/20] 1 r LJ � C� � L.J , � � � � � J � ' ,� � 1 � ( LJ 1 Section IV — Technical 5pecifications , Silt curtains or other filter/siltation reductian devices must be installed an the dawnstream side of the in channel alteratian activity to eliminate impacts due to increased turbidity. Wherever stream crossings are required, properly sized temporary culverts shall be provided by the cantractor and , remaved when canstruction is camplet�d. The area of the crossing shall be restored ta a condition as nearly as possible equal to that which existed prior to any construction activity. LJ l_ I � ' 38.7 SWALES, DITCHES AND CHANNELS All swales, ditches and channels leading from the site shall be sodded within three (3) days of excavation. All other interior swales, etc., including detention areas will be sodded prior to issuance of a Certif cate of Occupancy. 38.8 UNDERGROUND UTILITY CONSTRUCTION The construction of underground utility lines and other structwes shall be done in accordance with the following standards: a. No rnore than 4001ineal feet of trench shall be open at any one time; b. Wherever consistent with safety and space consideration, excavated material shall be cast � to the uphill side of trenches. Trench material shall not be cast into or anto the slope of any stream, chaiuiel, road ditch or waterway. � , , � 1 r � �� 38.9 MAINTENANCE All erosian and siltation control devices shall be checked r�gularly, especially after each zainfall and will be cleaned out and/or repaired as required. 38.10 COMPLIANCE Failure to comply with the aforementioned requirements may result in a fine and/or more stringent enfarcement procedures such as (but nat limited ta) issuance of a"Stop Work Order". City of Clearwater Standard Detail Drawings No. 601 and 607 are examples of accepted methads that may be used or required to cantrol erosion and siltation. SectionlV Page 61 of 128 4/11/2011 � Secrion IV — Technical Specffications City of Clearwater - Erosion Contro� This notice is to inform the prime contractor that the City of Clearwater holds thexn r�sponsible for soil erosion con.trol on their site. The City of Clearwater Engineering Department has the responsibility to minimize the amaunt af soil erosion into the City's streets, storm sewers and waterways. The ca�nstruction a� a new residence or commercial site and major remodeling of an existing site creates a potential far soil erosion. These instances are usually the result of contractors and subcontractors accessing the property with equipment or construction materials. Then rain storms redistribute the eroded soil into the adjacent streets, storm systems and waterways. When erosion takes place, a City Inspector will place a correction notice at the site. The procedure will be as follows: 1 st occurrence - Warning 2nd occurrence - $32 Re-inspection �'ee 3rd occurrence - $80 Re-inspection �'ee �}th occurrence - Stop Work Order Dependent on the severity of the erosion, the City's Engineering Department may elect to rectify the erosion problem and charge the contractor accordingly. The attached dravvings and details are recornmendations for the contractor to use as means to support the site from eroding. The contractor may elect to shovel and sweep the street daily or on an as needed basis. Hawever, erosion must be held in check. If the contractar wauld like to meet with a City inspector on any particular site, please contact Construction Services at 562-4750 or Planning & Development Services at 562-4741. Erosion Control Required - City of Clearwater's Code of Ordinances requires erosion control on all land development projects. Erosion control must be in place and maintained throughout the job. Failure to do so may result in additional costs and time delays to the pennit holder. Contact Engineering Department with specif c questions at 552-475�. SectionIV Fage 62 of ] 28 1 ' r .- , Li ' � C� �_� � � , r �J � � � � � 4/i l/201 ] � � s s � r � �■it �■s � � � t■� �■t � a� � � � � 5eclion IV —Techriical Specifications CITY UF CLEARWATER NOTICE OF EROSION VIULATION UNDER SECTION 3-7U1 (DIViSION 7— EROSION AND SILTATION CONTROL) OF THE CITY OF CLEARWATER CODE O� ORDINANCES, THIS SITE HAS BEEN FOUND IN VIOLATION. THIS SITE MUST BE RESTORED TO AN EROSION CONTROLLED SITE PRIOR TO ANY FURTHER DEVELOPMENT TO CONTINLJE. Warning $32.00 Re-inspection Fee $80.Q0 Re-inspection Fee Stop Work Order DATE POSTED: Inspector's Name: Inspeciflr's Signature: CITY OF CLEARWATER PLANNING & DEVEL4PMENT SERVICES 727 562-4741 & ENGINEERINGICONSTRUCTION 727 562-4750 Recei�ed by: (Signature indicates only a copy of this notice has 6een recei�ed and does nat in any way indicate admission of gui�t or concurrence with findings of the inspector.) IT IS A VIOLATION TO REMOVE THIS NOTiCE ANY UNAUTHORiZED PERSON REMOVING THIS SIGN WILL BE PROSECUTED SectionIV Page 63 of 128 411 I12011 Section IV — Technical Specifications 39 UTILITY TIE IN LOCATION MARKING The tie in locations for utility laterals of water, sanitary sewer, and gas shall be plainly marked on the back of the curb. Marking placed on the curb shall be perpendicular with respect to the curb of the tie in location on the utility lateral. Marks shall not be placed on the curb where laterals cross diagonally under the curb. The tie in location shall be the end of the utility lateral prior to service connection. Markings shall be uniform in size and shape and colors in conformance with the code adopted by the American Public Works Assocxation as follaws: SA�'ETY RED Electric power, distribution & transmission Municipal Electric Systems HIGH VISIBILITY SAFETY YELLOW Gas Distribution and Transmission Oil Distribution and Transmission Dangerous Materials, Produce Lines, Steam Lines SAFETY ALERT ORANGE Telephone and Telegraph Systems Police and Fire Communicatians Cable Television SAFETY PRECAUTION BLUE Water Systems Slwrry Pipe Lines SAFETY GREEN Sewer Systems LAVENDER RECLAIMED WATER WHITE PROPOSED EXCAVATIDN Marks placed on curbs shall be rectangular in shape and placed with the long dirnension pezpendiculaz to the flaw line of the curb. Marks placed an valley gutter and modified curb shall be 6-inch x 3-inch and placed at the back of the curb. Marks placed on State Road and vertical curb shall be 4-inch X 2-inch and be placed on the curb face. 40 AWARD OF CONTRACT, WORK SCHEDULE AND GUARANTEE This article not used. See SECTION III, ARTICLE 24 — AWARD OF CONTRACT, WORK SCHEDULE AND GUARANTEE. �� J r � � 1 � C� C� 1 r L� .-, J � 41 POTABLE WATERMAINS, RECLAI_MED WATERMAINS AND . ,,.. , 1 APPURTENANCES C�i�i��I�]» The Contractar shall furnish all plant, labor, materials and equipment to perform all operations in cannectian with the construction of potable water mains, reclaimed water mains and appurtenances including clearing, excavation, trenching, backfilling and clean up. SectionlV Page 64 of 128 4/11/2011 r-, .J � CJ , r 41.2 MATERIALS 4'1.2.1 GENERAL Section IV -- Technical Speci�cations ' Materials, equipment and supplies furnished and permanently incotporated into the project shall be of first quality in every respect and shall be constructed and finished to high standards of workmanship. Materials sh.all be suitable far service intended, shall reflect modern design and , engineering and shall be fabricated in a first class workmanlike manner. All materials, equipment and supplies shall be new and shall have not been in service at any time previous to installation, ' except as required in tests or incident to installation. Machined metal surfaces, exposed beazings and glands shall be protected against grit, dirt, chemical corrosian and ather damaging effects during shipment and construction. �� 1 1 , , 1 1 1 1 41.2.2 PIPE MATERIALS AND FITTINGS 41.2.2.1 DUCTILE IRON PIPE Ductile Iron Pipe shall be in accordance with ANSI/AWWA C151/A21.51 81 or latest revisian. Pipe thickness class, wall thickness and working pressure shall conform to the following table: Size Class Thickness Rated Water Working Pressure (In.) (PSI) 4" S 1 0.26 350 6" 50 0.25 350 S" 50 0.27 350 12" 50 0.31 350 The trench laying condition shall be Type 2, Flat bottom trench backfill lightly cansolidated to centerline of pipe. Pipe shall be manufactured in accordance with ANSI/AWWA C151/A21.51 81 or latest revision. Pipe shall be asphalt coated on the outside and standard cement lined and sealed coated with approved bituminous seal coat in accardance with ANST/AWWA C104/A21.4 80 or latest revision. 41.2.2.2 POLYVINYL CHLORIDE (PVC) PIPE ' Polyvinyl Chloride (PVC) Pipe 4-inch through 8-inch shall be in accordance with ANSI/AWWA C900 or latest revision and tkie American Society for Testing Materials (ASTM) Standard D 2241 and PVC Resin Campound conforming to ASTM Specification D 1784. 1 1 � 1 Polyvinyl Chloride Pipe shall have the same O.D. as Cast and Ductile Iron Pipe and be compatible for use without special adapters with Cast Tron Fittings. Pipe dimensian ratio, working pressure and laying length shall conform to the following table: SectionIV Page 65 of 128 4/11/2011 Section iV —Technical Specifications Size Dimension Ratio Rated Water Working Pressure Laying Length (OD/'Thick.) (PSI) (Ft) 4 18 150 20 6 18 1S0 20 8 18 150 20 Pipe larger than 8-inch shall be ductile iroz�. The City EngineEr reserves the right ta require the use of ductile iron in sizes 4-inch through. 8-inch when needed due ta laying canditians or usage. The bell of 4-inch and larger PVC pipe shall consist of an integral wall sectian with a solid cross section elastarneric ring which meets the requirements of ASTM D 1869. Each length af pipe shall bear identification that will remain legible during normal handling, storage and installation and so designate the testing age�ncy that verified the suitability of the pipe material for potable water service. All polyvinyl chloride pipe shall be laid with two (2) strands of insulated 12 gauge A.W.G solid straz�d copper wire taped ta the top of each jaint of pipe with abaut 18-inches between each piece af tape. It is ta be xnstalled at every valve box through a 2-inch PVC pipe ta 12-inches minimum above the top of the cancrete slab. The 2-inch PVC pipe shall be the same length as the adjustable valve box, and the 2-inch PVC pipe shall be plugged with a 2-inch removable brass plug with recessed nut. This wire is to be continuous with splices made only by direct bury 3M brand splice kit approved by the En.giz�eer. This wire is to be secured to all valves, tees and elbows. 41.2.2.3 FITTINGS AND JOINTS Fitting from 4-inch through 16-inch in size will be compact ductile iron cast in accordance with ANSI/AWWA C153/A 21.53 with mechanical joint bells. Bolts, nuts and gaskets shall be in accordance with requirements of ANSI/AWWA C 153/A 21.53. The working pressure rating shall be 350 F.S.I. Ductile iron fittings shall be coated and lined in accordance with require requirements of ANSI/AWWA C104/A21.4. Mechanical jaint glands shall be ductile iron in accordance with ANSI/AWWA C111/A 21.11. When reference is made to ANSI/AWWA Standards, the latest revisions apply. Only those fittings and accessories that are of donnestic (USA) manufacture will be acceptable. 41.2.2.4 RESTRAINT Restraint af plugs, caps, tees, bends, ete., shall be accomplished by the use of approved mechanical restraining rings or glands installed per manufacturers recommendations. Hydrants shall be restrained by the use of swivel connecting joiz�ts. Restxaining mechanical joint glands an hydrants shall be used only where hydrant runout length precludes the use af swivel joint connectors. 41.Z.2.5 PIPE WITHIN CASING All pipe placed within casings shall be slip joint ductil� iron restra.ined by the use of restraining gaskets designed for use with the particular joint being installed and have properly sized casing spacers (Cascade Series) installed on the pipe so that the pipe will be centered within the casing. SectionIV Page 66 of 12$ 4/11/2011 ' ' C� ' 1 � C� 1 ' C1 �J �� 1 L� �_J , �� 1 , Section iV -- Technical Specifications ' Each end of the casing shall be praperly sealed to prevent the intrusion of soil, water, or debris within the casing itself It shall be sealed by brick and xnortar, cement or any approved method by the Engineer. , 41.2.3 GATE VALVES Discs of valves shall be operated by methods which will allow operation in any position with ' respect to the vertical. Gate valves far interior piping or exposed above grade outside structures, shall be handwheel operated with rising stems. Valves 4-inches and larger, buried in earth shall be equipped with 2-inch square operating nuts, valve baxes and covers. Valves shall be fitted , with joints suitable for the pipe with which they are to be used. The direction of opening for all valves shall be to the left (counter clockwise). � ' 1 i� ' 1 Pressure Rating: Unless otherwise shown or specified, valves for high pressure service shall be rated at not less than 1 SO psi cald water, nonshock. The manufacturer's narne and pressure rating shall be cast in raised letters on the valve body. Installation: Installation shall be in accordance with good standard practice. Exposed pipelines shall be so supparted that their weight is nat carried thr�ugh valves. Twa Inch Diameter and smaller: Not allawed. These should be approved ball valves. Three Inch Diameter: Not allowed. Four Inch to Sixteen Inch Diameter: Gate Va1vES, 4 to 16-inch diameter, inclusive, shall be resilient seated gate valves encapsulated with EPDM Rubber in canformance with ANSI/A.W.W.A. Standaxd Specificatian C509-515 latest revisian. These valves shall include the fallowing features consistent with C509-S 15, �ull opening unobstructed waterway, zero leakage at 200 p.s.i. differential pressure, all internal parts removable from bonnet without rennoving body from pressure main, corrosion resistent bronze or stainless steel nonrising stem with O ring bonnet seal with epoxy coated inside and outside cast iron or ductile iron valve bady.. Laxger than Sixteen Inch Diameter: Gate valves larger than 16-inch shall be suitable for the , service intended and shall be resilient seated gate valves encapsulated with EPDM rubber in conformance with ANSI/AWWA. These valves shall include the following features consistent with C509-80, full opening unabstructed waterway, zero leakag� at 200 psi differential pressure. ' All valves shall be equipped with steel cut bevel gears, extended type gear case and rollers, bronze or babbitt tracks and scrapers and valved by-pass. 1 r 1 1 1 , C3� I�+�Cl�L1��1 �=��):i �� Valve baxes shall be of standard extension design and manufacture and shall be made of cast iron. No FVC Risers or Derisers are allowed as part of a valve box assembly. They are ta be 3- piece valve box assembles. The lower part of the assembly can be ordered in various heights to accomrnodate different depths. Suitable sizes of valve boxes and extensian pieces shall be pravided where shown. The valve box cover shall be of cast iron. Valve boxes and their installatian shall be included in the bid price for valves. Refer to City Index No. 402; Sheet 1 of 5& Sheet 2 of 5 for potable water valve pad detail, azid City Index No. 502; Sheet 1 of 2& Sheet 2 of 2 for reclaimed water valve boxes and pad detail. SectionIV Page 67 of 128 4/11/2011 Section IV — Technical Specifications 41.2.5 HYDRANTS No other hydrants, other than those listed below, may be used in extension to or replacement of the City af Clearwater potable water system: • Kennedy Guardian #K 81D Fire Hydrant, • Mueller Super Centurion 25 Fire Hydrant * AVK Nostalgic 27$0. • American Darling B-$4-B. No substitutions shall be allowed without the approval of the City of Clearwater. Above hydrants shall be in accardance with the latest revision of the AWWA Specification C 502 and include the Following modi�icatians: 1. All shipments ta be palletized and tailgate delivery. 2. Hydrants shall conform to A.W.W.A. Standard C-5021atest revision and must be UL/FM listed. 3. Hydrants shall be af the compressian type, clasing with line pressure. 4. The operating threads will be contained in an operating chamber sealed at the top and bottom with an O-ring seal. The chamber will contain a lubricating grease or oil. 5. Hydrants shall be of the traffic model breakaway type, with the barrel made in two sections with the break flange located approximately 2-inch above the ground line. Breakaway balts not allowed. 5. Operatxng nut shall be of one-piece bronze or ductile iron construction. 7. A dirt shield shall be provided to protect the aperating mechanism fram grit buildup and corrosion due ta maisture. 8. A thrust washer shall be supplied between the operating nut and stem lock nut to facilitate operation. 9. Operating nut shall be a#7 (1-1/2-inch) pentagon nut. 10. Nozzles shall be of the tamper resistant, 1/4 turn type with O-ring seals or threaded into upper barrel. Nozzles shall be retained with a stainless steel locking device. 11. The main valve shall be of EPDM solid rubber. 12. The seat shall be of a bronze ring threaded to a bronze insert in the hydrant shoe, with O- rings to seal the barrel from leakage of water in the shoe. 13. The main valve stem will be 304 or higher grade stainless steel and made in two sections with a breakable coup�ing. 14. Hydrant shall have a 6-inch Mechanical Joint epoxy lined elbow, less accessories. 15. Hydrant shall have a S-1/4-inch valve opening, and shall be a left hand operation to open. 16. Hydrant shall be without drains. 17. Hydrant shall have two (2) 2-1/2-inch hose nozzles and ane (1) 4-1/2-inch pumper nozzle. Threads shall be in accordance with the National Standard Hose Coupling Thread Specifications. SectionlV i'age 68 of 128 �� ' � ' 1 � 1 ' 1 � C� 1 1 � lJ l� ' 1 4/11/2011 ' ' � ll 1 J , 1 1 1 , r �-, J LJ r � J `J Section IV — Technical Speci�cations 18. Hydrant body shall have a factory finish of yellow paint. All paints shall comply with AWWA standard C-502-85 or latest revision. All hydrants will be shap tested in accordance with the latest AWWA Specification C 502. Constrained joint assemblies shall be used which have bolted mechanical and swivel joints from the hydrant tee through to the hydrant. Constrain�d joints shall absorb all thrust and prevent movement of the hydrant. All hydrants shall be pravided with an auxiliary gate valve sa that the water ta the hydrant may be sk�ut off without the necessity of closing any other valve in the distribution system. No hydrants shall be install�d on the reclaimed water system unless approved by the City of Clearwater's Engineering Department. 41.2.G SERVICE SADDLES Service saddles shall be used on all service taps to 4-inch P.V.C. water main. The largest service connection allowable on 4-inch main shall be 1-1 /2-inch. Service saddles shall be used on a112- inch service connections to 6-inch and larger xnains. Service saddles (JCM 406 series or Ford FC 202 series) shall bE wide bodied ductile iran with epoxy or nylon coating and shall have stainless steel straps. 41.2.7 TESTS, INSPECTION AND REPAIRS 1. All materials shall be tested in accordance with the applicable Federal, ASTM or AWWA Specification and basis of rejection shall be as specified therein. Certified copies of the tests shall be submitted with each shipment of matez�als. 2. All materials will be subject to inspection and approved by the Engineer after delivery; and no broken, cracked, misshapen, imperfectly coated or otherwise damaged or unsatisfactory material shall be used. 3. All material found during the progress of the work to have cracks, flaws, or other defects shall be rejected and promptly remaved from the site. 4. If damage occurs to any pipe, fittings, valves, hydrants or water main accessories in handling, the damage shall be immediately brought ta the Engineer's attention. The Engineer shall prescribe corrective repairs or rejection of the damaged items. 41.2.8 BACKFLOW PREVENTERS The City of Clearwater owns and maintains all backflow prevention devices that are ins#alled within their system. Therefore, any and all devices must be purchased from the City and installed by City work forces. Backflow prevention devices installed on customer's service lines at the point of delivery (service connection) shall be of a type in accordance with AWWA specification .C506 or latest revision. Two (2) different types of backflow preventian devices are allowed. Type af device, when , required, is determined by the degree of hazard presented to the municipal water system from possible backflow af water within the custorners private system. The types of devices allowed are: � SectionIV Page 69 of 128 4/11/2011 ' 5ection IV — Technical Specif cations 1. Double Check Valve Assembly a device composed of two single, independently acting, approved check valves, including tightly closing shutoff valves located at each end of the assembly and suitable connectians far testing the watertightness of each check valve. 2. Reduced pressure principle backflow prevention device a device containing a minimum of two independently acting, approved check valves, together with an automatically operated pressure differential relief valve located between the two check valves. The unit must include tightly closing shutofF valves located at each end of the device, and each device shall be fitted with properly lacated test cocks. 41.2.9 TAPPING SLEEVES Steel body tapping sleeves shall be JCM Tndustries Inc., JCM 412 or Smith-Blair 622. All steel body tapping sleeves shall have heavy welded ASTM A 285, Grade C steel body, stainless steel bolts, manufacturer's epoxy coated body, and 3/4-inch bronze test plug. C�i�'�i[��-j��L�7��:1'1�]:L1►�� Blow offs are not allowed. 41.3 CONSTRUCTION 41.3.1 MATERIAL HANDLING 1. Pipe, fittings, valves, hydrants and accessories shall be loaded and unloaded by lifting with hoists or skidding so as to avoid shock or damage. Under no circumstances shall such materials be dropped. Pipe handled on skidways slaall not be skidded rolled against pipe already on the ground. 2. Pipe shall be so handled that the coating and lining will not be damag�d. If, however, any part of the coating ar lining is damaged, the repair shall be made by the Contractor at his expense in a manner satisfactory to the Engineer. 3. In distributing the material at the site of the work, each piece shall be unloaded opposite or near the place where it is to be laid in the trench. 41.3.2 PIPE LAYING 41.3.2.1 ALIGNMENT AND GRADE The pipe shall be laid and maintained ta the required lines and grades with fittings, valves and hydrants at the required locations, spigots centered in bells; and all valves and hydrant stems plumb. All pipe installed shall be pigged and praperly blown off before any pressuxe testing and sterilization of the pipe can be completed. The depth of cover over the water main shall be a minimuzn of 30-inches and a�naxirnurn af 42- inches below finished grade, except where approved by the Engineer to avoid conflicts and obstructions. Whenever obstructions not shown on the plans are encountered during the progress of the work and interfere ta such an extent that an alteration of the plans is required, the Engineer shall have the authority to change the plans and order a deviation from the line and grade or arrange with the Owners of the structures for the removal, re�ocation, or reconstzuction of the obstructions. SectionlV Fage 70 of 128 4/11/2011 �J1 � ' ' 1 1 �� r , , CI 1 ' � [J 1 �J � L. J �_� �, �J i� 1 � Section IV — Technica] Specificatipns 41.3.2.2 INSTALLATION Proper implements, tools, and facilities satisfactory to the Engineer shall be provided and used by the Contractor for the safe and convenient perfarmance of the work. All pipe, fittings, valves and hydrants shall be carefully lowered into the trench piece by piece by means of a derrick, ropes, or other suitable tools or equipment in such a manner as ta prevent damage to materials and pratective coatings and linings. Under no circumstances shall materials be dropped or dump�d in the trench. If damage occurs to any pipe, fittings, valves, hydrants or accessories in handling, the damage , shall be immediately braught to the Engineer's attention. The Engineer shall prescribe carrective repairs or rejection of the damaged items. L� L� All pipe and fittings shall be cazefully examined for cracks and other defects while suspended abave the trench immediately before installation in final position. Spigot ends shall be exa.mined with particular care as this area is the most vulnerable to damage from handling. Defective pipe or fittings shall be laid aside for inspection by the Engineer wha will prescribe corrective repairs or rejection. All lumps, blisters, and excess coating shall be removed from the bell and spigot end of each ' pipe, and the outside of the spigot and the inside of the bell shall be wire brushed and wiped clean and dry and free from oil and grease before th� pipe is laid. Pipe joints shall be made up in accordance with the manufacturer's recommendations. , 1 1 1 1 Every precaution shall be taken to prevent foreign material from entering the pipe while it is being placed in the line. If the pipe laying crew cannot put the pipe inta the trench and in place without getting earth into it, the Engineer may require that, before lowering the pipe into the trench, a heavy, woven canvas bag of suitable size shall be placed over each end and left there until the connection is ta be made to the adjacent pipe. During laying operation, no debris, tools, clothing or other materials shall be placed in the pipe. As each length of pipe is placed in the trench, the spigot end shall be centered in the bell and the pipe farced home and brought to correct line and grade. The pipe shall be secured in place with approved backfill material tamped under it except at the bells. Precautions shall be taken to prevent dirt from entering the joint space. At times when pipe laying is not in progress, the apen ends of pipe shall be closed by a watertight plug or other means approved by the Engineer. The cutting of pipe for inserting valves, fittings, or closure pieces shall be done in a nsat and , workznanlike manner withaut damage to the pipe or cement lining and sa as to leave a smooth end at right angles to the axis of the pipe. � Pipe shall be laid with bell ends facing in the direction of laying unless directed otherwise by the Engineer. Where pipe is laid on the grade of 10 per cent or greater, the laying shall start at bottam and shall proceed upward with the bell ends of the pipe upgrade. ' Wherever it is necessary to deflect pipe from a straight line, either in the vertical or horizontal plane to avoid obstructions or to plumb stems; or where long radius curves aze permitted, the amount of deflection allowed shall not exceed that allowed under the latest edition of 1 1 r--� L�J ANSI/AWWA C600-82 and C900 S1 or latest revisions. Na pipe shall be la.id when, in the opinion of the Engineer, trench conditions are unsuita.ble. SectionIV Page 71 of 128 4/11/2011 41.3.3 41.3.3.1 Section IV — Technica] Specificatipns SETTING OF VALVES, HYDRANTS AND FITTINGS GENERAL Valves, hydrants, fittings, plugs and caps shall be set and joined to pipe in the manner specified abave for installation oi pipe. 41.3.3.2 VALVES Valves in water mains shall, where possible, be lacated on the street property lines extended unless shown otherwise on the plans. All valves shall be installed at the tee in all cases, not to exceed 1 S-inches from the main line. The valve box shall not transmit any shoc�C or stress to the valve and shall be centered and plumb aver the wrench nut of the valve, with the box cover flush with the surface of the finished pavernent ar such other level as may be directed. Refer to City Index No. 402; Sheet 1 af 5& Sheet 2 of 5 for potable water valve pad detail, and City Index No. 502; Sheet 1 of 2& Sheet 2 of 2 for reclaimed water valve box and pad detail. 41.3.3.3 HYDRANTS Hydrants shall be located as shown or as directed so as ta pravide camplete accessibility and minirnize the passibility af damage from vehicles or injury to pedestrians. All hydrants located 10-feet of more from the main shall have a gate valve at the main and anather gate valve at the hydrant location. Na valve can be located anywhere in the hydrant run to circumvent the use of two valves. Refer to City Index No. 402; Sheet 5 of 5 fox potable water hydrants. No hydrants shall be installed on the reclaimed water system unless approved by the City of Clearwater's Engineering Department. All hydrants shall stand plumb and shall have their no�zles parallel with, or at right angles to, the curb, with the pumper nozzle facing the curb. Hydrants shall be set to the established grade, with nazzles as shown or as directed by the Engineer. Each hydrant shall be connected to the main with a 6-inch ductile iron branch controlled by an independent 6 inch gate valve. 41.3.3.4 ANCHORAGE MovEment of all plugs, caps, tees, bends, etc., unless otherwise specified shall be prevented by attaching approved mechanical restraining rings ar glands and installed �er manufacturers recarnrnendations. Hydrants shall be held in place with restrained swivel joints. Restraining mechanical joint glands on hydrants may be used where hydrant runout length precludes the use of hydrant connecting swivel joints. Where special anchorage is required, such anchorage shall be in accordance with details shown on the plans. 41.3.4 CONNECTIONS TO EXISTING LINES Where shawn on the plans or directed by the Engineer, the water lines constructed under this contract shall be connected to the existing lines now �n place. No such cannection shall be made until all requirements of the specifications as to tests, flushing, and sterilization have been met and the plan of the cut in to the existing line has been appraved by the Engineer. SectionIV Page 72 of l2$ 4/11/2011 � 1 C_� �� , L�' ' 1 1 , 1 C1 I .� � ' � � 1 Section IV — Technical Specifications , Where connections are made between new work and existing work, the connections shall be rnade in a thorough and workmanlike manner using proper materials and fittings to suit the actual conditions. All fittings shall be properly sterilized and pipe will be properly swabbed � before connections to existing facilities. All connections ta existing facilities will be completed under the supervision of the City of Clearwater Water Division. �� 1 ' 1 1 �1 41.4 TESTS 41.4.1 HYDROSTATIC TESTS After installation af water mains, complete with all associated appurtenances including service taps, all sections of newly laid main shall be subject to a hydrostatic pressure test of 150 paunds per square inch for a period of two (2) hours and shall canfarm to AWWA C600 latest revision. All mains shall be pigged and flushed to remove all sand and other foreign matter before any hydrostatic test can or will be performed. The pressure test shall be applied by means of a pump connected to the pipe in a manner satisfactory to the Engineer. The pump, pipe connection and all necessary apparatus, together with operating personnel, shall be furnished by the Contractor at his expense. The Contractar shall malce all necessary �aps into the pipe line. The Owner will furnish the water for the test. Before applying the test pressure, all air shall be expelled from the pipe line. 41.4.2 NOTICE OF TEST The Contractor shall give the City of Clearwater's �wner Representative 48-hours advance notice of the time when the installation is ready for hydrastatic testing. 41.5 STERILIZATION ' Sefore the system is put int� aperation, all water mains and appurtenances and any item of new construction with which the water comes in conta.ct, shall be thoroughly sterilized in accordance with AWWA C651. 1 41.5.1 STERILIZING AGENT , The sterilizing agent shall be liquid chlarine, sodium hypochlorite solution conforming to Federal Specification 0 S 602B, Grade D, or dry hypochlorite, commonly known as "HTH" or "Perchloron". ' 41.5.2 FLUSHING SYSTEM Prior to the application of the sterilization agent, all mains shall be thoroughly flushed. Flushing ' shall cantinue until a clean, clear stream of water flows frorn the hydrants. Where hydrants are not available for flushing, such flushing shall be accomplished at the installed blow off devices generally at the ends of the lines. I 41.5.3 STERILIZATION PROCEDURE ' All piping, valves, fittings and all other appurtenances shall be sterilized with water containing a minimum chlorine concentration of 75 ppm at any point in the system. This solution shall then remaui m the distribution system for a mirumum contact penod of eight (8) hau.rs and never � more than 2�F hours before it is flushed out. All valves in the lines being sterilized shall be opened and closed several times during the contact period. SectionlV Page 73 of 128 4/1 ]/201.1 ' Section IV —'Technical Specifications 41.5.4 RESIDUAL CHLORINE TESTS After the sterilization outlined above has been accamplished, flushing shall continue until free residual chlorine tests not less than 0.2 ppm nor mare than 3.0 ppm. Residual chlorine test shall be in accordance with standard methods using a standard DPD test set. 41.5.5 BACTERIAL TESTS After the water system has been sterilized and thoraughly flushed as specified herein, City of Clearwater Water Division or the Owner's Representative personnel shall take samples of water from remote points of the distribution system in suitable sterilized containers. The City shall forward the samples to a laboratory certified by the Florida State Board of Health for bacterial examination in accordance with AWWA CbS 1. If tests of such samples indicate the presence of coliform organisms, the sterilization as outlined above shall be repeated until tests indicate the absence of such pollution. The bacterial tests shall be satisfactorily completed befare the system is placed in operation and it shall be the Contractor's responsibility to perform the sterilizatian as outlined above. If inethods of sterilization differ materially fram those outlined above, such methods shall be in accardance with directives of the Florida State Board of Health and all methods employed shall have the approval of that agency. Definite instructions as to the collection and shipment of samples shall be secured frorn the laboratory prior to sterilization and shall be followed in all respects. The City of Clearwater shall secure clearance oF the water main from the Florida Departrnent af Environmental Protection before the water distribution system is put into operation. 41.6 MEASUREMENT AND PAYMENT 41.fi.1 GENERAL Bids must include all sections and items as specified herein and as listed on the Bid Form. Payment for the work of constructing the project will be made at the unit price or lump sum payment for the items af work as set forth in the Bid, which payment will constitute full compensation for all labor, equipment, and materials required ta complete the work. No separate payment will be made for the following items and the cost of such wark shall be included in the applicable pay items o� work: SectionIV • Clearing and grubbing • Excavation, including necessary pavement removal • Shoring and/or dewatezing • Structural fill • Backfill • Grading • Tracer wire • Refill materials • Joints materials + Tests and sterilization • Appurtenant wark as required for a complete and operable system. Page 74 of 128 � �I LJ 1 � � ' 1 � ' ' �J � � � , �J � 4/11/2011 ' 1 1 1 , , ' Section IV — Technical Specificatipns 41.6.2 FURNISH AND INSTALL WATER MAINS 41.6.2.1 MEASUREMENT The quantity for payment shall be the actual number of feet of pipe of each size and type satisfactorily furnished and laid, as measured along the centerline of the completed pipe line, including the length of valves and fittings. 41.6.2.2 PAYMENT Payment of the applicable unit price shall be fu11 compensation far furnishing all plant, labor, materials and equipment, and constructing the water mains complete and ready for aperation. 41.6.3 FURNISH AND INSTALL FITTINGS 41.6.3.1 MEASUREMENT ' The quantity for payment will be the number of tons, or decimal part thereof, af ductile iron fittings satisfactorily furnished and installed. Fitting weights shall be based on weights stamped on the body of the fitting, provided such weights do not exceed the theoretical weights by more ' than the talerances permitted in ANSI/AWWA C110/A 21.10 82, latest revision, in which case, the weight will be based upon the theoretical weight plus the maatimum tolerance. ' ' 1 � � � 41.6.3.2 PAYMENT Payment of the applicable unit price shall be full compensation for furnishing all plant, labor, materials, and equipment required to furnish and install ductile iron fittings. a� .s.a 41.6.4.1 FURNISH AND INSTALL GATE VALVES COMPLETE WITH BOXES AND COVERS MEASUREMENT The quantity for payment shall be the number of gate valves of each size satisfactorily furnished and installed. 41.6.4.2 PAYMENT Payment of the applicable unit price for each size shall be full campensation for furnishing all plant, labor, material and equipment and installing the valve complete with box and cover. 41.6.5 FURNISH AND INSTALL FIRE HYDRANTS � 41.6.5.1 MEASUREMENT The quantity for payment shall be the number of fire hydrants satxsfactorily furnished and � installed. The only hydrants allowed to be installed in the City of Clearwater utilities system are listed in Section 41.2.5. No exceptions. ' 1 i 41.6.5.2 PAYMENT Payment of the applicable unit price shall be full compensatian f�r fiu7►ishing all plant, labor, material and equipment and installing the fire hydrant complete including necessary thrust SectionIV Page 75 of 128 4/11/2011 Section IV — Technical Specifications anchorage, 6-inch pipe between the main and the hydrant and gate valve and valve box on the hydrant lead. 42 GAS SYSTEM SPECIFICATIONS This article not applicable. C � � � � 1 � 1 � I �� 1 �: i � -� 43.1 PAVED TENNIS COURTS 43.1.1 SOIL TREATMENTS All soil under courts shall be treated with DSMA 184 at the rate of 2 pounds active ingredient per 1,p00 square foot. Materials shall be brought to the job site in tagged containers. Tags shall be retained and turned into the Engineer's Office. 43.1.2 BASE COURSE Base Course shall be Limerock 6" thick after compaction. Specifications for the base shall be the same as those for Limerock in Section rV - Article 22 of the City of Clearwater Technical Specifications. Subgrade stabilizing will not be required. Surface shall be cut to within 1/2" of true grade in preparation of 1" leveling course. Prior to applying prime coat, surface shall be approved by the Engineer. 43.1.3 PRIME COAT The material used for prime coat shall be cut-back Asphalt Grade RC-70 or RG2S0 and shall conform ta Section 300 of the Florida State Department of Transportation's "Standard Specifications far Road aa�d Bridge Construction". 43.1.4 LEVELING COURSE A.Leveling Course shall be a minixnum of 1" of Type S-III Asphaltic CancrEte as specified in Section 331 of �'DOT's Standaxd Specification (latest edition). The Leveling Course shall be constructed running East and West. Finish surfac� of leveling course shall not vary more than 1/4" when checked with a 10 foot straight edge. If a deficiency of more than '/4" exists, the Engineer will determine if the surface should be leveled or removed and replaced. Such remedial work shall be without compensation. 43.1.5 SURFACE COURSE Surface course shall be a minimum of 1" of Type S-III Asphaltic Concrete as speciiied in Section 331 of FDOT's Standard Specification (latest edition). The Surface Course shall be constructed running North and South. Finish surfaces shall nat vary more than 1/4" in 10 feet. Frior to application ofcalor coat, surface shall be checked for low areas by flooding the surface with water. Low areas shall be patched as approved by the Engineer prior to application af the calar coat. No areas which retain water will SectionIV Fage 76 of 128 4/11/2011 ' ' � 1 i � i L� �� , , ��J � � � ' � , 1 �..1 1 � ' ' � ' � 1 Section IV — Technical Specifications be approved. If a deficiency of more than '/4" exists, the Engineer will determine if the surface should be leveled or removed and replaced. Such remedial work shall be without compensation. 43.1.6 COL�R COAT 43.1.6.1 MATERIALS Materials used in the patching and color coating of Tennis Courts shall be manufactured specifically for Tennis Court Application. All materials must be approved by the Engineer prior to the start of construction. Request for approval of coating materials may be submitted prior to the opening of bids. In requests for approval, the Contractor shall present manufacturer's literature along with the name, address, and date af three previous Tennis Cowrt applications of the proposed material. 43.1.6.2 CONSTRUCTION 43.1.6.2.1 SURFACE PREPARATION The surface to be coated must be sound, smooth, and free from laose dirt or oily materials. Prior to the application of surfacing materials, the entire swrface shauld be ck�ecked for minor depressions or irregularities. If it is determined that minor corrections are necessary, the Contractor shall make repairs using approved ta.ck coat and/or patching mix in accordance with manufacturer's recommendatians for use. After patching the surface shall not vary more than 1/$" in ten feet in any direction. If a ' de�ciency of more than 1/8" exists, the Engineer will deternnine if the suxface should be leveled or removed and replaced. Such remedial work shall be without compensation. In order to provide a smooth, dense underlayment of the finish caurse, one or more applications � of resurfacer or patch mix shall be applied to the underlaying surface as deemed necessary by the Engineer. Asphaltic concrete Surface Course with a smooth tight mix and no ponding, will not ' require the resurfacing or patching mix. Asphaltic Concrete Surface Course which is caurse and rough ar is ponding water will require the use of the resurfacer or patch mix. ' � ' � � �� 1 No applications shall be covered by a succeeding application until thoroughly cured. 43.1.6.Z.2 FINISH COLOR COURSE The finish course shall be applied ta a clean, dry surface in accordance with the manufacturer's directions. A minimum of two applicatians of color coat will be required. Texture af cured calor caat is to be regulated in accordance with manufacturer's recommendations to provide a medium speed surface far tennis play. The color of application shall be dazk green far the regulation double's playing area and red for all other others. The finished surface shall have a uniform appearance and be free from ridges and tool marks. 43.1.6.3 PLAYING LINES Foriy-eight (�48) hours minimum after completian of the resurfacing, 2 inch wide playing lines shall be accurately located, marked and painted with approved rnarking paint. SectionIV Page 77 of 12$ 4/1 ]/2011 Section IV -- Technical Specifications 43.1.6.4 WEATHER LIMITATIONS No parts of the construction involving Tennis Court surfacing or patching products shall be conducted during rainfall, or when rainfall is imminent or unless the air temperature is at least 50 Degree's F and rising. NOTE: The Contractor shall notify the Project Inspector a minimum or 24 hours in advance of all base and asphalt related work. 43.2 CLAY TENNIS COURTS 43.2.1 GENERAL 43.2.1.1 SCOPE The Contractor shall furnish all labor, materials and equipment necessary far the installation of clay tennis court(s) as set forth in these specifications and /or the construction drawings. The scope of work is indicated vn drawings and specified herein. Sasis of design for clay courts wit1� sub-sur�ace irrigation system is Hydrogrid Tennis, Inc. or prior approved equal. 43.2.1,2 CONTRACTOR QUALIFICATIONS The Owner may make such investigation as he deems necessary to determine the ability of the Bidder ta perform the work and the Biddex shall furnish to the Owner all such infaz�nation and data for this puipose as the Owner may request. The Owner reserves the right to reject any Bid if the evidence submitted by, or investigations of sucl� Bidders fail to satisiy the owner that such Bidder is properly quali�ed ta carry out the obligations of the Contract and to cornplete the work contemplated herein within the time limit agreed upon. Factors to be considered in awarding the Bid shall include the successful completion of similaz sub-surface irrigation clay tennis court installations of like value, scope, size and quality as this project, with in the last five (5) years. The Owner desires to award this contract to firms that have been in business for a minirnum of five (5) years. The quali�cations and experience of the personnel assigned to the project will be a determining factor in the award of the Bid. 43.2.1.3 STANDARDS The Contractor shall perform all work in a thorough, workmanlike manner and canform to standards for tennis caurt construction as prescribed ar approved by the Un.ited States (Lawn) Tennis Association and the United States Tennis Court and Tract Builders Association. The Contractar shall construct the tennis courts with laser guided equipment. 43.2.1.4 BUILDING PERMITS AND TAXES The Cantractvr shall secure all construction permits required by law, the City of Clearwater wi11 waive all permit fees. 43.2.1.5 COURT LAYOUT The Owner shall establish two horizontal cantrol points and a construction bench mark. The Contractor shall locate the four corners of each battery and shall layout the courts in conformance with the specifications and drawings. SectionlV Page 78 of 128 r � I � 1 ' i 1 l .J 1 , � ' ' � ' � � � 4/]1/2011 , LJ ' 1 � 1 ' , ' � � � 1 � 1 � ' ' 1 ' Section IV — Technical Specifications 43.2.1.6 BUILDING REQUIREMENTS The Qwner shall provide and rnaintain reasonable access to the construction site, as well as an area adjacent to the site for storage and preparation of materials. Adequate water outlets within fifty (50) feet of the site shall be pravided. 43.2.1.7 SCHEDULE The �wner desires to award the contract to firms who will complete this project in a reasonable time schedule. Consideration in awarding this bid will be given to firms who may commence and camplete the project within a reasonable period of time after award af the bid. The Owner, in its sole discretion, will determine the reasonable schedule standard as it relates to the "Notice to Proceed." 43.2.2 SITE PREPARATION 43.2.2.1 SUITABILITY The Contractor shall examine the site to determine its suitability far installation of the courts. 43.2.2.Z DEMOLITION The cantractor shall demo the existing t�nnis courts, remove the existing ten (10) foot high fence surraunding the tennis courts and all underground utilities within the limits of the constructian area. Utilities extending autside the construction limits shall be capped and terminated. The existing tez�x�is caurts shall be ground into millings suitable to be mixed inta the sub-grade at the proposed location of the new clay tennis courts. Any sub-grade material beneath the existing tennis courts not suitable for planting beds shall be removed and also utilized as sub-grade matexial beneath the new courts. All demolition materials not utilized in construction of the new courts shall be removed and disposed from the project site. The Contractor shall pravide documenta.tion of any recycled materials. 43.2.2.3 SUB-GRADE The sub-grade shall be graded to a tolerance of plus or minus ane (1) inch of the final sub-grade elevation. The sub-grade shall be graded level. A compactian ta a density not less than 9S% of the maximum standard density as determined by AASHTO T 180 is requixed. The Contractor shall provide documentation of testing to the Owner. 43.2.2.4 FINAL GRADE The final grades outside the tennis caurt areas and within the construction limits shall be graded to a tolerance of plus or minus one (1) inch of the imal grade elevations with positive drainage away from tennis courts and towards drainage swales or outfall structures. A compaction to a density not less than 95% of the rnaxin�um standard density as determined by AASHTO T 180 is required. The contractor shall provide documentatian of testing to the Owner. 43.2.3 SLOPE 43.2.3.1 SLOPE REQUIREMENTS Rate and direction of slope of the finished surfaces shall be one (1) inch in forty (40) feet, all in one plane, as indicated on the drawings. SectionIV Page 79 of 128 4/11/2011 Section IV -- Technical Specifications 43.2.4 BASE CONSTRUCTION 43.2.4.1 LINER Two layers of 6 mil construction p�astic shall be installed aver the sub-grade surface with a minimum overlap of five (5) feet where pieces are joined. Use anly materials that are resistant ta deterioration when tested in accordance with ASTM E 154, as follows: a. Polyethylene sheet, Construction Grade. 43.2.4,2 BASE COURSE The base course shall consist of six (6) inches of porous base material as supplied by Quality Aggregate of Sarasota Florida. The surface of the base cou.rse shall be smooth a.nd even, and it sha11 be within one-quarter (1/4) inch of the established grade. 43.2.4.3 IRRIGATION SYSTEM Perforated pipe shall be installed in trenches in the base course. These trenches shall be in on four (4) foot centers and shall be run perpendicular to the slope of the court. The pipe shall be two and ane-quarter (2-1 /4) inch diarneter with a nylon needle punched sock surraunding the pipe. Six (6) water control canisters shall be installed per court with each canister contralling five (S) grid pipe tr�nches. Provide all required cantrols systerns time clocks; float switches, control wiring and solenoids, etc. for a comp�ete sub-surface irrzgation system. 43.2.5 PERIMETER CURBING 43.2.5.1 CURB Brick curb shall be installed around the entire perimeter of the caurt area with an elevation of one-quarter (1/4) to one-half (1/2) inch above the finished screening course elevation. 43.2.6 SURFACE COURSE 43.2.6.1 COURT SURFACE A surface caurse of ISP Type II Aquablend ar Lee Hyroblend tennis court material shall be install�d over the screening course to a compacted depth of one (1) ir�ch. The Aqua/Hydroblend material shall be watered to its full depth immediately after leveling and then coxn.pacted by rolling with a tandem roller weighing 600 to 1000 pounds. The finished surface shall not vary from specified grade by more than one-eighth (1/8) inch. 43.2.7 R�OT BARRIER Root barrier (gea-tech fabric) eighteen (18) inches height shall be placed in a trench on the outside edge of the perimeter curbing eighteen (18) inches in depth with herbicide coating buttons to prevent plant root systems in entering the sub-surface base course of the clay tennis courts. SectionIV Page 80 of 128 4/11/2011 S 1 1 � 1 1 ' ' ' ' � ' � 1 � 1 ' ' 1 ' 1 ' 1 1 , 1 � � LJ � ' ' 1 , ' Section TV — Technical Specifications 43.2.8 FENCING 43.Z.8.1 DESIGN The contractor shall provide a total color coated fencing system as indicated on dxawings and described herein. All components: frames, fabric and fittings shall be black. Basis of Design Ameristar HT 25 or prior approved equal subject to strict compliance with Ameristar published specificatian. 43.2.8.2 POSTS All posts shall be a minimum 2-1/2" Ameristar HT-25 pipe; top rails 1-S/8" Ameristar HT-25 pipe with manufacturers standard "Permacoat" color system. 43.2.$.3 FENCE FABRIC Fence Fabric shall be 1-3/4" #5 gauge mesh throughout, manufactures standard galvanized wire with PVC coating. All fabric to be knuckled an bath selvages. 43.2.$.4 GATES Provide gates at locations indicated. At service gates, provide a keeper that automatically engages gate life and holds it in the open position until manually released. Provide gate stops for double gates consisting of a mushroom-type flush plate with anchors, set in concrete, and designed to engage a center drap rod or plunger-bar. Include a locking device and padlock eyes as an integral part of the latch, permitting both gate leaves to be locked with a single padlack. Provide latch, fork type or plunger-bax type to pernut operation from either side of gate, with padlock eye as an integral part of the latch. Gate Hinges — Size and material ta suit gate size, non-lift-off type, and offset to permit 180-degree gate opening. Provide one and one-half (1-1 /2) pair of hinges for each leaf over six (6) foot nominal height. 43.2.9 WINDSCREENS The contractor shall provide nine (9) foot high windscreens at all ten (10) foot high fencing. Basis of design is Dwashade plus by Ball Products, Inc. or equal by Putterman. Black high- density palyethylene, eight ($) oz. per square yard edges hemmed with grornmets at twelve (12) inch on center. Attach to chain link fencing at the top and bottom with 50 LBS plastic ties. 43.2.10 COURT EQUIPMENT 43.2.10.1 POST FOUNDATIONS Past foundations shall be not less than thirty-six (36) inches in length, eighteen (18) inches in width and thiriy (30) inches in depth. Faundations shall be placed to provide an exact distance between posts of forty-twa (42) feet on a doubles court and thirty-three (33) feet an a singles court. 43.2.10.2 NET POSTS � SLEEVES , Net posts shall be galvanized steel having an outside diameter af not less than two and seven- eighths (2 7/$) inches with electrostatically applied enamel finish and shall be equipped with a reel type net tightening device. Post sleeves and posts shall be set plumb and true so as to support ' SectionN Page 81 of 128 4/1 ]/20] 1 , Section IV — Technical Specifications the net a height af forty-two (42) inches above the court surface at the posts. Post sleeves shall be Schedule 40 PVC to be set in concrete per net post manufactures recommendation. 43.2.10.3 CENTER STRAP ANCHOR A center strap anchor shall be firmly set in accardance with the rules of the USTA. 43,2.10.4 NET A tennis net conforming to the USTA regulations shall be installed on each court. The net shall have black synthetic netting, a headband of white synthetic material in double thickness with the exterior treated for resistance to mildew and sunlight, and bottam and end tapes of back synthetic material treated to prevent deterioration from the sLUalight. A vinyl coated, impregnated steel cable, having a diameter of ane quarter (1/4) inch and a]ength five (5) feet greater than length between the net past shall hold the net in suspension. The net shall have tie strings oi a synthetic material at each corner. Basis of Design — Duranet DTS by Ball Products, Inc. 43.2.10.5 CENTER STRAP Provide a center strap of white heavy duty polyester webbzng with black oxide coated brass slide buckles and nickel plated dauble end snap. Center strap sk�all be placed on the net and attached to the center strap anchor. 43.2.10.6 LINE TAPES Line tapes shall be 100% nylon and shall be two (2) inches in width. The tapes shall be firn-�ly secured by aluminum nails with aluminum length o:F two and �ne-half (2 — 1/2) inches. Positianing shall be in accordance with regulations of the USTA. 43.2.10.7 MISCELLANEOUS EQUIPMENT Deliver the fallowing equipment to the owner: l. Ride-on Tandem Roller - Brutus AR-I Rollex, automatic forward-neutral-reverse transmission; 24 inch wide drum; 3-harse power Briggs and Stratton engine. 2. Hand drag brooms (4 each) - 7' wide aluminum frame with �4-1/2" synthetic bristles; Proline. 3. Tow drag brooms (1 each) - 7' wide aluminum fraine 4-1/2" synthetic bristles; Proline. 4. Deluxe Proline Line Sweeper (4 each) - friction-driven rubber sleeves; synthetic bristle brush; with fence hook cast aluminum. 5. Scarifier/Lutes (2 each) - 30" wide all aluminum; Proline. 6. Tennis Shoe Cleaners (2 each) - steel frame construction "Scrusher" exact installation location by Owner. 7. Tennis Two Step (2 each) - polyethylene construction with two rubber panels. 8. Court Rake (1 each) — six-faat length alurninum. SectionIV Page 82 of 128 4/11/2011 � 1 i ' ' � 1 �� , ' ' ' ' ' , , � [_� �', � L �J �� I , ' � 1 � � ' , � 1 � L_� � ' Section IV — Technical Specifications 43.2.11 SHADE STRUCTURE Provide shade structures as indicted an drawings. Basis of design: Suntrends, Inc. "Cabana Bench 8" — 8'long x 6' wide gable design with standard canvas canopy, direct burial installation. Provide concrete footing, size and reinfarcement as required by shade structure manufacture. 43.2.12 WATER SOURCE (Potable) The owner shall supply water line to within fifty (50) feet of the courts with 50 pounds per square inch running pressure at its ternunus. This line shall have the capacity to supply 30 gallons of water per minute for each court. 43.2.13 CONCRETE Provide concrete consisting of partland cement per ASTM C 150, aggregates per ASTM C 33, and potable water. Mix materials to obtain cancrete with a minimum 2$-day compressive strength of 3,500 psi. Use at least four sacks of cement per cu. yd., 1-inch maximum size aggregate, 3-inch maximum slump. 43.2.14 EXISTING SP�RT TENNIS COURT LIGHTING 43.2.14.1 SHOP DRAWINGS The Contractor shall provide signed and sealed electrical shop drawings by a professional electrical engineer for approval oi the relocatian and re-aiming of the existing tennis court sport lighting fixtures and electrical service to water coolers. The shop drawings shall include all necessary informatian according to local electrical codes in providing a complete operating system from the existing electrical panel. The shop drawings shall provide data showing the maximum foot candles the existing �'ixtures will provide at its new lacations for touxnament play. Shap drawings shall be submitted to the Parks and Recreation Department for approval. 43.2.14.2 RE-LAMP The Contractor shall re-lamp and clean lens af all existing lighting fixtures after relocating the light pole and fixtures ta its new location. The City will provide the new lamps. 43.2.14.3 ELECTRICAL PERMIT The Contractor shall submit electrical drawings to City of Clearwater Planning and Development Services to abtain permits for installation of the electrical works. 43.2.14.4 POLES 8� FIXTURES The Cantractar shall install three (3) new sixty faat (60') poles and fourteen (14) new fixtures. The City will purchase and provide the new poles and fixtures for the Contractor to install, any other miscellaneous items required to provide a complete operable system shall be provided by the Contractor. Attached with this specification are the photometric luxninatian charts far the eight-(S) tennis courts. This information is provided by Musco Sport Lighting, 1838 East Chester Drive, Suite #104, High Paint, NC 27265, phone (336) 887-0770 fax (33G) 887-0771. Contact Douglas A. Stewart. Contractor shall install the poles and fixtures based on the follawing information: SectionTV Page 83 of 128 4/11/2011 r Section IV —'Technical Specifications Pole T1 �xisting S fixture pole, remave one fixture and place on pole TS Pole T2 existing 12 fixture pole, remove six fixtures and place an pole TS Pale T3 existing 5 iixture pole, remove one fixture and place on pole TS Pole T4 new pole with new seven fixtures and two circuits Pale TS new pole w/existing sixteen fixture� (8 on one side and 8 on the other) and 2 circuits Pole T6 new pole with new seven fixtures and two circuits Pole T7 existing 5 fixture pole, remove two fixtures and place on pole TS Pole T8 existing 12 fixture pole, remove £our fixtures and place on pole TS Pole T9 existing S fixture pole, remove twa f xtures and place on pole TS Light levels ended up at 58+ footcandles. Existing pales have concrete footing approximately one faot wide on all sides Contractor shall plan relocation light poles accordingly. 43.2.14.5 ELECTRICAL CONDUITS Existing electrical conduits are installed individually to the existing light pole, it is suggested the Cantractor place electrical junction boxes at existing pole locations and utilize existing conduits. New conduits will be required for the three (3) new light poles and the Contractor shall include the cost £or these electrical conduits in the relocating of the new light poles. 43.2.15 WATER COOLER 43.2.15.1 SHOP DRAWINGS The Contractor sha�l provide shop drawings for the installation af water cooler in the cabana area of the tennis courts, electrical, water and drainage submitted to the Parks and Recreation Department for approval. 43.2.15.2 WATER FOUNTAIN Basis for design: Halsey Taylor HOF Sez�ies — water cooler with sealed back panels, or equal. 43.2.16 DEMONSTRATION Instruct the Owner's person.nel on proper operation and maintenance of court and equipment. 43.2.17 WARRANTY 43.2.17.1 EQUIPMENT The Contractor shall supply warranty cards and operation and maintenance manuals for all equipment to the Owner upon completion af canstruction of the project. 43.2,17.2 WARRANTY The Contractor shall warranty the courts, fencing, sidewalks and court accessories against defective materials and /or workmanship for a period of one (1) year irom the date of completion. 5ectionIV Fage 84 of 128 4/11/2011 Ir�� ' LJ ' 1 1 �I '� 1 1 � � �_� � � ' � ' � II � LJ � � ' , , , � � ' � ' Section IV — Technical Specifications 43.2.17.3 WARRANTY SIJB-SURFACE IRRIGATION SYSTEM The Contractar shall warranty the sub-surface irrigation of the clay tennis caurts for a period of two years from the day of completion. 44 44.1 WORK ZONE TRAFFIC CONTROL CONTRACTOR RESP�NSIBLE FOR WORK ZONE TRAFFIC CONTROL The Contractor shall be responsibl� to furnish, operate, maintain and remove all work zone traffic control associated with the Project, including detours, advance warnings, channelization, hazard warnings and any other necessary features, both at the immediate work site and as may be necessary at outlying points. 44.2 WORK ZONE TRAFFIC CONTR�L PLAN The Contractor shall prepare a detailed trafFic control plan designed to accomplish the level of perfarmance outlined in the Scope of the Work and/or as may be required by construction permits issued by Pinellas County and/or the �'lorida Depaxtment of Transportation for the Project, incorparating the methads and criteria contained in Part VI, Standards and Guides for Traff c Contrals far Street and Highway Canstruction, Maintenance, Utility and Incident Managernent Operations in the Manual on Uniform Traffic Control Devices published by the U.S. Department of Transportation and adopted as amended by the Florida Department of Transportation, or most rec�nt addition. 44.2.1 WORK ZONE SAFETY The general objectives of a pragram of work zone safety is to protect workers, pedestrians, , bicyclists and motorists during construction and maintenance operations. This general objective may be achieved by meeting the following specific objectives: � C� ' � �J � • Provide adequate advance warning and informatian regarding upcorning work zones. • Pravide the driver clear directions ta understanding the situation he will be facing as he proceeds through or around the work zone. • Reduce the consequences of an out of control vehicle. • Provide safe access and storage for equipment and material. • Promote speedy completion of projects (including thorough cleanup of the site). • Promote use af the appropriate traffic control and pratection devices. • Provide safe passageways for pedestrians through, in, and/or around construction or maintenance work zones. The 2004 Design Standards (DS), Index 600 "When an existing pedestrian way or bicycle way is located within a traffic control work zone, accammodation rnust be maintained and provision for the disabled must be provided. Only approved temporary traffic control devices may be used to delineate a temporary tra�c control zone pedestrian walkway. Advanced notification af sidewalk closures and detours marked shall be provided by appropriate signs". 2004 Standard Specifications for Road �nd Sridge Construction � SectionIV 1 Page 85 of 128 :��►�►�m� Section IV — Technical Specifications 102-5 Traffic Cantrol: 102-5.1 Standards: FDOT Design Standards (DS) are the minimum standazds for the use in the development of all trafFic control plans 44.3 ROADWAY CLQSURE GUIDELINES Roadway types: Major Arterials, Minor Arterials, Lacal Collectors, and Local Following are typical requirements to be accomplished prior to closure. The number of requiremsnts increase with traffic volume and the importance of access. Road closures affecting business or sole access rautes will increase in process requirements as appropriate. For all but local streets, na road or lane closures are allowed during the Christmas haliday season and the designated "Spring Break" sea.san with prior appraval by the City Engineer. 44.3.1 ALL ROADWAYS Obtain permits for Pinellas Caunty and Florida Department of Transportation roadways. Traffic contral devises conform to national and state standards. 44.3.1.1 PUBLIC NOTIFICATION Standard praperty owner natification prior ta start of construction for properties directly affected by the construction process. 44.3.2 MAJOR ARTERIALS, MINOR ARTERIALS, LOCAL COLLECTORS Consult with City Traffic staf� �or preliminary traffic control options. Develop Formal Traffic Control Plan for Permit Subznittal to Regulatory Agency as necessary, 44.3.2.1 PUBLIC N�TIFICATION Message Board Display, Minimum of 7-day notice period prior ta road clasure and maybe longer for larger highway. The message baard is to be provided by the Contractor. 44.3.3 MAJOR ARTERIALS, MINOR ARTERIALS 44.3.3,1 PUBLIC NOTIFICATION C-View Release 44.3.4 MAJOR ARTERIALS 44.3.4.1 PUBLIC NOTIFICATION News Release The Message Boaxd may need to be displayed for a period longer than 7 days. 44.4 APPROVAL OF WORK ZONE TRAFFIC CONTROL PLAN The Cantractor is invited and encouraged to confer in advance of bidding, and is required, as a specification of the work, to canfer in advance of beginning any wark on the Pz�oject, with the Traffic Operativns Division, Municipal Services Building, 100 South Myrtle Avenue, telephone 562-4750, for the purpose of approval af the Contractor's proposed detailed traffic control plan. SectionIV Page 86 of 128 4/11/2011 � 1 ' 1 � � 1 � � , � � 1 , � � � �J 1 � 1 � 1 Section IV — Technica] Specifications All maintenance of traffic (MOT) plans shall be signed and sealed by a Professional Engineer or an individual who is certified in the preparation of MOT plans in the State of Florida. 44.5 INSPECTION OF WORK ZQNE TRAFFIC CONTROL OPERATION The Traffic Operatians Divisian may inspect and monitor the traffic control plan and traffic control devices of the Contractor. The City's Construction Inspector assigned to the project, may make known requirements for any alterations or adjustments to the trai�ic contral devices. The Contractar shall take direction from the Project Engineer or Project Inspector. ► � �: ��- �� r �• � : a � , � c• � : a : r�• � ► i � r : � _ � � � t � �• � , � �:z• � Payment for work zone traffic control is a non-specific pay item to be included in the � construction costs associated with other specific pay iterns ut�less specifically stated otherwise in the Scope of Wark in these Technical Specifications and a bid item(s) is included for Work Zone Traffic Control in the proposal form. 1 �� , � � 44.7 CERTIFICATION OF WORK ZONE TRAFFIC CONTROL ��i]T�Z�l��7� The City may require that the Supervisor or Foreman controlling the work for the Contractor on the Project have a current International Municipal Signal Association, Work Zone Traffic Control Safety Certification or Warksite Traffic SupErvisor Certification from the American Traffic Safety Association with additional current Certification from the Florida Department of Transportation. This requirement for Certification will be noted in the Scope of Work and/ar sections of these Technical Specifications. When the certified supezvisor is required for the Project, the supervisar will be on the Project site at all times while work is being conducted. The Warksite Traffic Supervisor shall be available an a 24-hour per day basis and shall review the project on a day-to-day basis as well as being involved in all changes to traffic control. The Warksite Traff'ic Supervisor shall have access to all equipment and materials needed to maintain traf�c control and handle tra#�ic related situations. The Worksite Traffic Supervisor shall ensure that rautine deficiencies are corrected within a 24-hour period. The Worksite Traffic Supervisor shall be available on the site within 45 rninutes after nntification � of an�mergency situation, prepared to positively respond to repair the work zone traffic cantrol or to provide alternate traffic arrangements. �� i� � � , �'ailure of the Worksite Traffic Supervisor to cornply with the pravisians af this Subarticle may be grounds for decertification or remaval from the project or both. Failure to maintain a designated Worksite Traffic Supervisor or failure to comply with these provisions will result in temporary suspension of all activities except tra.#�'ic and erosion control and such other activities deemed to be necessary for project maintenance and safety. 45 CURED-IN-PLACE PIPE LINING 45.1 INTENT It is the intention of this specificatian to provide for the trenchless restoration of sanitary sewer and storm pipes by the instaliation if a cured in place jointless, continuous, thermosetting resin impregnated polyester flexible felt liner which is watertight and chemically resistant to withstand 5ectionIV Page $7 of 128 4/11/2011 Section IV — Technical Specifications exposure to domestic sewage including all labor, materials and equipment to provide for a complete, fully restored and functioning installation. 45.2 PRODUCT AND CONTRACTOR/INSTALLER ACCEPTABILITY The City requires that all contractors be prequali�ed. See General Conditions regaxding contractar prequalification. In addition, the City requires a proven �xtensive tract record far the liner system to be used in this project. A11 contractors submitting for prequalification approval for this project must exhibit extEnsive satisfactory experience in the installation of the proposed linex system(s) and satisfactory evidence that the proposed liner system has been extensively and successfully installed in the Unites States and the State of Flarida. The installer must be certified by the liner system manufacturer for installation of the liner system. The City reserves full and connplete authority to approve the satis�actary nature of the both the liner system and the installer. 45.3 MATERIALS The liner shall be polyester fiber felt tubing saturated with a resin prior to insertian. Resxn type and qualities shall be as specified by the manufacturer to abtain a cured liner with the following properties: Tensile Strength ASTM D638 3,Op0 psi Flexural Strength ASTM D79Q 4,500 psi �'lexural Modulus of Elasticity ASTM D790 300,0�0 psi Lang Tenn Modulus of Elasticity (SO Years) ASTM D2290 150,000 psi Liner shall meet strengths as shown in ASTM F1216 unless otherwise submitted and approved by the Engineer. Lining manufacturer shall submit ta the Engineer for approval as requested, complete design calculations for the liner thickness. The criteria for liner design shall be HS-20 traffic loading, water table to the ground surface, minimum expected lifetime of 50 years, and no structural strength retained from the Existing pipe. Liner materials shall meet manufactures specifications af Insitufortn of North America, Inc., 331 S Democrat Road, Post Office Bax 181071, Memphis, Tennessee 38118; or InLiner USA 1900 N.W. 44th St., Pompano Seach Florida 33064, 305-979-0802, ar an approved equal. Any approved equal liner system must be approved by the Engineer as an equal system prior to receiving bids. Request for contractar prequalification and/or equal liner system approval must be received by the Engineer no later than 14 days priar to the date for receiving bids. 45.4 CLEANING/SURFACE PREPARATION Tt shall be the responsibility of the Contractor to clean and prepare the existing pipES for rehabilitation. The Contractor will thoroughly clean the interior of the sewers to produce a clean interior surface free of all coatings, sand, xock, roots, sludge, or other deleterious materials prior ta liner insertion. Bypass pumping will be provided by the Contractor as part of the unit cost of restoration. Bypass operations are to be so arranged as ta cause minimum disruptions to local traffic, residents and particularly ta c�mmercial facilities. During the cleaning and preparation operations all necessary precautions shall be tal�en ta protect the public, all property and the sewer from damage. All rnaterial removed from ihe sewers shall be the Contractor's responsibility for prompt disposal in accordance with all regulatory agency requirements. The Contractor may be required to control the rate of sewer cleaning in the sanitary system to avoid heavy pollution laads at the City's treatment plants. SectionIV Page 88 of 128 4/] 1/2011 1 � , 1 ' � ' ' � ' � � � ' � � � � ' �� 1 � � � ' � � �J LJ � �I � i� , l_. J � � 1 Section IV — Technical Specifications 45.5 TELEVISION INSPECTION After cleaning, and again after the rehabilitation work on each sectian of the project is completed, all pipe sections shall be visually inspected by means of closed-circuit color television, and recorded on DVD, CD VHS format tapes provided to the project engineer, The television system used shall be designed far the purpose and suitably lighted to provide a clear picture of the entire periphery of the pipe. 45.5 LINER INSTALLATION Liner shall be sized to field measurements obtained by the Contractar to provide for a tight fit on the interior of the existing pipe to be lined. Contractor shall use installation methods approved by the liner manufacturer including aperations for inversion, heat curing and reconnection of laterals. The Contractor shall immediately notify the Engineer of any canstruction delays taking place during the insertion operation. Contractor shall maintain a reasanable backup system for bypass pumping should delays or problems with pumping systems develop. Liner entries at manholes shall be smooth, free of irregularities, and watertight. No pinholes, tears, cracks, thin spats, excessive wrinkling or other defects in the liner shall be permitted. Such defects shall be removed and replaced by the Contractor at his expense. C�-�S�_j��:7_��:�.��]`I�Ix��[�7�1 Sanitary laterals shall be reconnected as soon as possible to xenew service. Laterals are to be reconnected by means of robotics, by internally cutting out the liner to 95% of the area of the original opening. All lateral reconnections are to be grouted to prevent leakage. Grouting method and material is ta be approved by the Engineer. Any reconnections to laterals a.nd connections to manholes which are observed to leak shall be resealed by the Contractor. All laterals discovered during the lining process are to be reconnected unless specifically directed atherwise by the City. The Contractor will be requested to reconnect any laterals discovered to not be reconnected at a later date. Contractor shall notify all local system users when the sanitary systenn will nat be available for normal usage by the delivery of doar hangers with appropriate infortnation regarding the construction project. 45.8 TIME OF CONSTRUCTION Constructian schedules will be submitted by the Contractor and approved by the Engineer. At no time will any sanitary sewer service connection remain inaperative far more than an eight-hour period without a service bypass being operated by the Contractor. In the event that sewage backup occurs and enters buildings, the Contractor shall be responsible for cleanup, repair and property damage costs and claims. 45.9 PAYMENT Payment for sanitary sewer restoration sha11 be made per lineal foot including all preparation, bypass pumping, equipment, labor, rnaterials, aperations, restoration, lateral reconnection, etc, to provide a fully completed arid aperational sewer. Payment shall be measured from center of rnanhale ta center of manhole for the sanitary systems and from end of pipe to end af pipe for storm systems. SectionIV Page 89 of 128 4/11/2011 �. � !'��I 45.1.1 Section IV — Technical Specifications SPECIFICATIONS FOR P�LYETHYLENE SLIPLINING MATERIALS PIPE AND FITTINGS The pipe supplied under this specification shall be high performance, high malecular weight, high density polyethylene pipe (Driscopipe 1000) as manufactured by Phillips Driscopipe, Inc., Dallas, Texas and shall canform to ASTM D 1248 (Type III, Class C, Category S, Grade P34) or approved equal. Minimum cell classifcation values shall be 34543�}C as referenced in ASTM D 33501atest editian. I� fittings are required, they will be supplied under this specification and shall be malded ar manufactured from a polyethylene compound having a cell classification equal to or exceeding the compound used in the pipe. To znsure compatibiliiy of palyethylene resins, all fittings supplied under this specif cation shall be of the same manufacture as the pipe being supplied. 4fi,1.2 QUALITY CONTROL The resin used for manufacturer of the pipe shall be manufactured by the pipe manufacturer, thus rnaintaining complete control of the pipe quality. The pipe shall contain no recycled campound except that generated in the manufacturer's own plant fram resin of the same specification from the same raw material. The pipe shall be haznogeneous throughout and free of visible cracks, holes, foreign inclusions, or other deleterious de�ects, and shall be identical in color, density, melt index, and other physical properties. The polyethylene resin used shall have all ingredxents pre compound prior to extrusion a� pipe, in plant blending is not acceptable. The Engineer may request, as part of the quality control records submittal, certification that the pipe paroduced is represented by the quality assurance testing. Additionally, test results from manufacturer's testing or random sampling by the Engineer that do not meet appropriate ASTM standards or manufacturer's representation, may be cause for rejection of pipe represented by the testing. These tests may include density and flow rate measurements from samples taken at selected locations within the pipe wall and thermal stability determinations according to ASTM D 3350, 10.1.9. 46.1.3 SAMPLES The owner or the specifying engineer may request certified lab data to verify the physical properties of the materials supplied under this specification or may take random samples and have them tested by an independent laboratory. 4fi.1.4 REJECTION Polyethylene pipe and fittings may be rejected for failure to meet any of the requirements of this specification. 45.2 PIPE DIMENSIONS Pipe supplied under this specification shall have a nominal IPS (Iran Pipe Size) O.D. unless otherwise specified. The SDR (Standard Dimension Ratio) of the pipe supplied shall be as specified by the Engineer, on the canstruction plans and/or the scope of work. SectionIV Page 90 of ].28 4/11/2011 1 C� 1 � � � � � � � LJ , � � L � � � � � � � � �� , 1 � � � LJ L� Section 1V — Technical Specifications 46.3 CONSTRUCTION PRACTICES 46.3.1 HANDLING OF PIPE Pipe shall be stored an clean, level ground to prevent undue scratching or gouging of the pipe. If the pipe must be stacked for storage, such stacking should be done in accardance with the pipe manufacturer's recommendations. The handling of the pipe should be done in such a rnanner that it is not daxnaged by dragging over sharp objects or cut by chokers or lifting equipment. 4G.3.2 REPAIR OF DAMAGED SECTIDNS Segments of pipe having cuts or gouges in excess of 10% of the wall thickness of the pipe should be cut out and removed. The tu�damaged portians of the pipe shall be rejoined using the butt fusion joining method. 46.3.3 PIPE JOINING Sections of polyethylene pipe shauld be joined into continuous lengths on the job site above ground. The joining method shall be the butt fusion xnethod and shall be performed by the manufacturer's representative and in strict accordance with the pipe manufacturer's recommendations. The butt fusion equipment used in the joining procedures should be capable of meeting all conditians recommended by the pipe manufacturer, including, but not limited to, temperature requirements, alignment, and fusion pressures. 46.3.4 HANDLING OF FUSED PIPE Fused segments of pipe shall be handled sa to avoid damage to the pipe. When lifting fused sections of pipe, chains or cable type chokers should be avaided. Nylon slings are preferred. Spreader bars should be used when lifting long fused sections. Care should be exercised to avoid cutting or gouging the pipe. 4G.4 SLIPLINING PROCEDURE I 46.4.1 PIPE REQUIREMENTS AND DIMENSIONS � � , � L� � � The liner(s) to be slip lined into the existing starm sewer shall have the following sizes: 12-inch diameter liner (SDR 26) into 15-inch existing sewer. 16-inch diameter liner (SDR 26) into 1 S-inch existing sewer. 18-inch diameter liner (SDR 26) into 21-inch existing sewer. 211/a-inch diameter liner (SDR 32.5) into 24-inch existing sewer. 28-inch diameter liner (SDR 32.5) into 30-inch existing sewer. 34-inch diameter liner (SDR 32.5) into 36-inch existing sewer. 42-inch diameter liner (SDR 32.5) into 48-inch existing sewer. 46.4.2 CLEANING AND INSPECTION The existing line shall be cleaned of debris and other obstructions prior to TV inspections ar insertion of the polyethylene liner. Cleaning can be accornplished with a high velocity cleaner, a bucket and scrapper, raat saws, corkscrews, and rodding or balling units. The method used will be detemiined by the condition of the existing line. Final cleaning may be required prior to inserting the liner. SectionlV Page 91 of 128 4/11/2011 Section IV -- Technical Specifications 45.4.3 INSERTION SHAFT AND EXCAVATIONS All excavations shall conform to OSHA requirements and any additional requirements as set by the specifying engineer ar his representative. Insertion shaft excavations shall coincide with points requiring removal of obstructions ar shall be determined by the engineer. An entry slape grade of 2 1/2:1 m�imum shall be used to provide a safe bending radius for the polyethylene. The bottorn of the entry pit should provide a straight section for ease of entry of the liner into the existing pipe. The length of the level excavation shauld be at least twelve times the diameter of the liner being inserted. The width af the sh�aft should be as narrow as possible. The required width wili depend on the location, type of soil, depth of the existing sewer line and the water table. 4fi.4.4 INSERTIDN OF THE LINER After completion of the access shaft, the top half o�the existing sewer shall be broken or cut and removed for the full length of the access shaft. A fabricated pulling head shall be connected to the leading end af the liner pipe. A cable shall be connected to the pulling head so that the liner pipe can be pulled into the existing sewer. Po�ver winches used for pulling in long lengths of polyethylene liner pipe shall be rated equal to the praject requirements. Oz�ce started, the pull�ng operatian shauld continue ta campletian. Insertion is normally done at about a slow walking speed. After insertion, a minimurn of 12 hours shall be allowed for the liner pipe ta reach equilibriurn with the sewer teamperature and to allow the liner pipe to stress relieve itself. The polyethylene liner pipe should protrude at least 6 inches into the manhale where it terminates. After the 12-hour equilibrium period, the annulax space between the original pipe and the liner shall be pressure grouted. Said grauting must be from the battom up ta prevent air pockets from fornung. Also the grout must be recammended for underwater application and have elastameric properties. Products used shall be approved by the engineer. The liner shall not be displaced when the annular space is being filled. Spacers, inflatable plugs or other methods approved by the Engineer rnust be used ta prevent displacement. The length of fused pipe that can be pulled will vary depending an field canditior�s, the ease of access ta the area, and the working space available. 46.4.5 CONFIRMATION OF PIPE SIZES The Contractar shall be solely responsible to confirm all pipe sizes prior to ordering, fusing and installatian of the liner. 4S.4.fi UNDERDRAIN CONNECTIONS IF REQUIRED After the liner has been pulled into place, allowed to recover and sealed at the manholes, pipe connections okayed by the engineer shall be recannected ta the liner pipe. SectionIV Page 92 of 12$ 4/11/2011 � LJ � � 1 � � � � � � !� � � , � � L� I � , � � 1 , , � � � L� , , 1 � Section IV — Technical Specifications Pipe connections shall be connected by the use of a pre-fabricated polyethylene saddle. A neoprene gasket shall be installed between the saddle and the liner pipe so that a complete water seal is accomplished wh�n the saddle is placed on the liner pipe and secured with stainless steel bands. 46.4.7 BACKFILLING All excavations shall be backfilled using on site materials or as specified by the engineer. Cost for backfilling of access shafts and underdrain coz�ziections shall be including in the unit price bid for sliplining and reconnection of service laterals. Before any excavation is done for any purpose, it will be the respansibility of the c�ntractar to cantact the variaus utiliiy cornpanies and to deternune the locations of their facilities. It will be the responsibility of the contractor to provide adequate protection for utility facilities. Any temporary construction right of way and/ar storage areas will be arranged for by the contractor. 46.4.8 POINT REPAIR The engineer or his representative will determine if a point repair is necessary only after it has been demonstrated that a liner pipe cannot be pulled through the existing pipe. Payment will be made for each repair. The cantractor will be expected to rernove the obstruction and clear the pipe. If removing the top of the existing pipe will accomplish the removal of the obstzuction, the bottorn of the existing pipe should remain in place to forrn a cradle for the liner. 46.4.9 CLEAN UP OPERATIONS All materials not used in the backfilling operation shall be disposed af off site by the cantractor. Finish grading shall be required. In locations other than street right-of-ways, the surface shall be graded smooth and sodded with the same kind of grass as the existing lawn. Excavation points in street right-of-ways shall be repaired as specified by the engineer. . - �C�7��7:T1�7��1T`►�1��:1 ��T�l �l=�1:�1-33� 1�I1�] 47.1 SCOPE This specification designates general requirements for unplasticized polyvinyl chlorid� (PVC) plastic (spiral wound) pipe with integral wall bell and spigot joints for the conveyance of storm water. 47.2 MATERIALS 1 All pipe and fittings shall be manufactured and tested in accordance with specificatian far "Poly (Vinyl Chloride) (PVC) Large Diameter Ribbed Gravity Storm Sewer Pipe and Fittings Sased on Controlled Tnside Diameter". L� 1 , � The pipe and fittings shall be made af PVC plastic. 47.3 PIPE The bell shall consist of an integral wall section. The solid cross section fiber ring shall be factory assembled on the spigat. Sizes and dimensions shall be as shown in this specification. SectionlV Page 93 of 128 4/11/2011 Section IV — Technical Speci�cations Standard laying lengths shall be 13 ft. + 1 inch. At manufacturer's option, rando�n lengths of nat more than 1S% af total footage may be shipped in lieu of standard lengths. 47.4 JOINING SYSTEM Joints shall be either an integral bell gasketed jaint. When the joint is assembled according to manufactures recommendation it will prevent misalignment of adjacent pipes and form a silt tight joint. 47.5 FITTINGS All fittings and accessories shall be as manufactured and furnished by the pipe supplier or approved equal and have bell and/or spigot configurations cornpatible with that of the pipe. 48 GUNITE SPECIFICATIONS 48.1 PRESSURE INJECTED GR�UT Pressure injected grout shall be of cement and water and shall be proportioned generally in the ratia of 1.5 (one and one hal� cubic foot (one and one half bags) of cement to 1(one) cubic foot (7.50 gal.) of water. This mix shall be varied as the grouting proceeds as �s necessary ta provide penetration in the operator's judgment. Cement shall be Portland Cement confornung to a110� tk�e requirements of the American Society for Testing Materials Standard Specifications, latest edition serial designation C1S0 for Portland Cement, Type I. Portland Cement shall weigh not less than 94 paunds per cubic foot. Water used in the grout shall be fresh, clean and free from injurious amounts of oil, alkali, vegetable, sewage and/or organic matter. Water shall be considered as weighing 8.33 pounds per gallon. Grout pump shall be of the positive displacement type and shall be capable of producing adequate pressu.re to penetrate the area. All pressure grouting will be at the direction of the Engineer. 48.2 REHABILITATION OF CORRUGATED METAL PIPE WITH GUNITE Guniting shall conform to all requirements of "Specifications for Materials, Proportioning, and Application of Shatcrete (ACI 506.2 77)" published by the American Concrete Institute, Detroit, Michigan, except as modified by those specifications. Steel reinforcement shall be ineorporated in the Gunite as required and shall be furnished, bent, set and placed in accordance with the provisions of these specif cations. The purpose of this specification is to obta.in a dense and durable conerete having the specified strength. 48.3 COMP�SITION Gunite shall be composed of Partland Cement, aggregate and water so proportianed as to produce a concrete suitable far pneumatic application. SectionIV Page 94 of 128 4/11/2011 ' �_.� � � ' � � � � L' � , � � I� � , � � � [-� !� LJ � , Section TV — Technical Specifications 48.4 STRENGTH REQUIREMENTS Concrete ingredients shall be selected, propartioned in such a manner as will produce concrete which will be extremely strong, dense and resistant to vveathering, and abrasian. Concrete shall have a minimum 28-day strength of 4,000 psi. 48.5 MATERIALS Portland Cement: Cernent shall be Portland cement canforming to all of the requirements of the American Society for Testing Materials Standard Specifications, Latest Serial Designation C 150 for Portland Cement, Type I. A bag of cement shall be deemed to weigh not less than 94 pounds per cubic faot. Fine Aggregate: Fine aggregate shall be natural siliceous sand consisting of hard, clean, strong, ' durable and uncoated particles, conforming to the requirements of American Society for Testing Materials Standazd Specifications, Latest Serial Designation C33 for Concrete Aggregates. , � �� , LJ , Fine aggregate shall nat contain less than 3% nor more than 6% of moisture. Fine aggregate shall be evenly graded from fine to caarse and shall be within the following limits: Passing No. 3/8 Sieve Passing No. 4 Sieve Passing No. 8 Sieve Passing No. 16 Sieve Passing No. 30 Sieve Passing Na. SO Sieve Passing No. 100 Sieve 48.6 WATER 100% 95% ta 100% 80% to 100% SO% to 85% 25% to 60% 10°/a ta 30% 2% to 1 �% Water used in rnixing, at the nozzle shall be fresh, clean, and free from injurious amounts of oil, acid, alkali, vegetable, sewage, and/or organic matter. Water shall be cansidered as weighing 8.33 pounds per gallon. 48.7 REINFORCEMENT Steel mesh reinforcement shall be electrically welded, cold drawn, mild steel fabric confarming to the latest requirements of ASTM Standard Specifications, Serial Designatian A 185 for Welded Steel Wire Fabric for Concrete Reinforcement. Mesh can be fabricated from cold drawn steel �vire conforming to the requirements of the latest ASTM Standard Specifications, Serial Designation A 82 and sized as shown on Plans Page 7 of 7. 48.8 STORAGE OF MATERIALS � Cement shall be stored with adequate provisions for the prevention of absarption of moisture. It shall be stored in a manner that will permit easy access far inspection and identifcation of each shipment. � L_� L._J Aggregate shall be stockpiled at points selected to provide maximum drainage and to prevent the inclusion of any foreign material during rehandling. 5ectionIV Fage 95 of 128 4/11/2011 Section TV — Technical Specifications 48.9 SURFACE PREPARATION Unsound materials of construction and all caated, scaly, or unsaund concrete in manholes and inlets shall be removed by chipping with pneumatic hammers and chisels to sound surface, all cracks and cavities shall be chipped to such formatian that their sides form approximately a 45 degree angle to the expased surface fox at least one (1) inch in depth. All areas to receive pneumatic concrete shall be cleaned by flushing or scouring with water and compressed air jets to assure removal oF all loose particles. All axeas af existing surfaces that do not require chipping shall be given a wet sandblasting with the gunite equipment and the air pressure at the cement gun shall nat be less than SO psi. Surface preparation of existing metal surface of a corrugated pipe shall be lightly sandblasted to remove laose material. All sandblasted areas shall then be cleaned by a a.ir/water blast ta remove all particles from the cleaning operation. To inswe perfect bond, the newly sandblasted surface shall be thoroughly moistened with water prior ta application of gunite. In no instar�ce shall gunite be applied in an area where free running water exists. 48.10 PROPORTI�NING Prior to start of guniting the Contractar s�all submit to the Owner the recommended mix as a ratio of cernent to aggregate. Recommended mix shall be on the basis of test data from prior experience. Provided data subrnitted is adequate no fuz-ther testing of recommended mix will be required. If required, the Contractor shall provide all equipment �aecessary to cantral the actual arraounts of all materials entering into the cancrete. The types of equipment and meth�ds used for rneasuring materials shall be subject to approval. 48.11 MIXING Gunite shall be thoroughly mixed by machine and then passed through a sieve to rernave all large particles before piacing in hopper a:f the cement gun. The mixture shall not be permitted to become damp. Each batch should be entirely discharged before recharging is begun. The mixer should be cleazzed thoroughly enough to remove all adherent materials frozn the mixing vanes and from the drum at regular intervals. Water in any amount shall not be added ta the mix before it enters the cement gun. Quantities of water shall be controlled by a valve at the nozzle of th� gun. Water content shall be adjusted as required far proper placement, but shall in no case exceed four gallons of water per sack oi cement, including the water contained in the aggregate. Rernixing or tempering shall not be permitted. Mixed material that has stood 4S rn.inutes without being used shall be discarded. Rebound materials shall not be reused. 48.12 APPLICATION Gunite shall not be placed on a frozen surface nor duxing freezing weather. Gunite shall nat be placed when it is anticipated that the temperature during the following 24 hours will drap belaw 32 degrees, Fahxenheit. Sequence of application may be from bottom to top or vice versa if rebound is properly remaved. Corners shall be filled first. "Shooting" shall be from an angle as near perpendicular to the SectionIV Page 96 of 128 4/11/2011 � �� Cl � � r � � �J LJ � r L� � � � � ' � � � � ' � 1 � , 1 � LJ � � �� . � � LJ , Section IV — Technical Specifications surface as practicable, with the nozzle held approximately 3 feet from the work (except in confined control). If the flow af material at the nozzle is not uniform and slugs, sand spots, or wet sloughs result, the nozzleman shall direct the nozzle away from the work until the faulty conditions are corrected. Such defects shall be replaced as the work progresses. Guniting shall be suspended if: 1. Air velocity separates the cement from the sand at the nozzle. 2. Temperature approaches freezing and the newly placed gunite cannot be protected. Gunite shall be applied in one ar more layers to such total thickness as required ta restare the area as detailed over the ariginal lines of the adjoining surface, unless other wise speci�ed. All cavities, depressions, washouts and similax failures shall be rebuilt to original lines by use of gunite reinforced with wire mesh. Where the cavity exceeds 4 inches in depth a layer of inesh shall be used for each 3 inches of depth of gunite. In no case shall wire m�sh be placed behind existing reinfarcement. The time interval between successive layers in sloping vertical or overhanging work must be sufficient to allow initial but not final set to develop. At the time the initial set is developing, the surface shall be cleaned to remove the thin film of laitance in order to provide a perfect bond with succeeding applications. 48.13 CONSTRUCTION JOINTS Constzvction joints or day's wark joints shall be sloped off to a thin, clean, regular edge, preferably at a 45-degree slope. Before placing the adjoining work, the slope portion and adjacent gunite shall be thoroughly cleaned as necessary, then moistened and scoured with an air j et. 48.14 SURFACE FINISH Nozzleman shall bring the gunite to an even plane and to well formed corners by warking up to ground wires ar other guides, using lower placing velacity than normal. After the body coat has been placed, the surface shall be trued with a thin edge screed to remove high areas and expose low areas. Low areas shall be properly filled with cancrete to insure a true, flat surface. After the concrete surface has been trued, the entire surface shall be given a flashcoat finish except where a special type finish is specified on the drawings. 48.15 CURING Curing shall be in accordance with either paragraph 3.7.1(d) or paragraph 3.7.5. of ACI 506.2 77 depending upon atmospheric condition. 48.15 ADJACENT SURFACE PROTECTION During progress of the work, where appearat�ce is important, adjacent areas or grounds which rnay be permanently discolored, stained, or otherwise damaged by dust and rebound, shall be adequately protected sensitive azeas, when contacted, shall be cleaned by early scraping, brushing or washing, as the surroundings pexmit. SectionIV Page 97 of 128 4/] 1/2011 Section IV -- Technical Specifcations 48.17 INSPECTION Because of the importance of warkmanship afFecting the quality of the gunite, continual inspection during placing shall be maintained. Any imperfections discovered shall be cut out and replaced with sound material. 48.18 EQUIPMENT Ce�nent Gun: The mixing and delivering equipment shall be either the vertical double chamber type ar rotary type. T�e upper chamber of the dauble chamber type shall receive and pxessurize the dry mix and deliver it to the lower chamber. The lower chamber shall force the pressurized mix into the delivery hose by means of a feed wheel. The type of feeder utilized should be of sufficient capacity that the lower chamber may continuously furnish all required material to the delivery hose while the upper chamber receives the recharge. The rotary type cement gun shall have an enlarged k�opper to feed znaterial into a z�otating multiported cylinder. Material shall fall by gravity into a port which shall then be rotated ta a position in which the material is expelled by air into a moving stream of air. All equipment must be kept in good repair. The xz�terior of drums, feed gearing and valves shall be cleaned as often as necessary (at least once every 8 hour shift) to prevent material �rom caking on critical parts. Nozzle: Nozzle shall be the premixing type with perforated water �eed ring inside the nazzle. The maximum length af material hose for the applicatian of gunite shall be approximately 1 SO feet although it shall be permissible to use as much as 800 feet of material hose if the supply air pressure measured at the cement gun is inereased to maintain proper velocity. The following table gives requirements for cornpressor size, hase size and air pressure using 150 feet of material hose: Comp. Cap Max. Hose Dia. Max. Si�e Nozzle Min. Air Press. (cfm) (�n.) (In.) �Psi) 35S 1 5/8 1 S/8 50 600 2 2 gp 750 2 1/2 2 1/2 90 For each 25 feet of naaterial hose used in excess af 150 feet, the required air pressure shall be increased by 5 psi. Air Compressvr: Any standard type of compressor shall be satisfactory if it is of sufficient capacity to provide, without interruption, the pressures and valume of air necessary for the longest hose delivery. The air compressor capacity determinations shall include allowances made for the air consumed in blowing rebound, cleaning, reinforcing and for incidental uses. Compressor equipment shall be of such capacity so as to insure air pressures at the special mixer capable of producing the required material velocities. Water Supply: The water pressure at the dischazge nozzle should be sufficiently greater than the operating air pressure ta assure the water is intimately mixed with the other matez�als. If the line water pressure is inadequate, a water pump or pressurized tank shall be introduced into the line. The water pressure shall be uniformly steady (nonpulsating). SectionIV Page 98 of 128 4/1 ]./2011 �, � � L �� LJ � C� � , � , C� � � � � �� , 1 Section 1V — Technical Specifications � 49 SANITARY AND STORM MANHOLE LINER RESTORATION � � , , C� 1 1 LJ �� J , l� � r � � C� 49.1 SCOPE AND INTENT It is the intent af this partion of the speci�cation to provide for the structural rehabilitation of manhole walls and bases with salid preformed liners and made-in-place liner systems used in accordance with the manufacturer's recommendations and these specifications. In addition to these specifications, the Cantractor shall comply with manufacturer's instructions and recommendations for work. Purpose of work is to eliminate infiltration, provide corrosion pratection, repair voids and to restore the structural integrity of the manhole. For any particular system the Contractor will submit manufacturer's technical data and application instructions. All OSHA regulations shall be met. 49.2 PAYMENT Payment for liners shall be per vertical foot of liner installed from the base to the top of the installed liner. Liners will generally be installed to the top of existing or new corbels. No separate payment will be made for the following items and the cost af such work shall be included in the pay item per linear foot of liner: Bypass pumping; Traffic Control; Debris Disposal; Excavation, including necessary pavement removal; Shoring andlor dewatering; Structural fill; Backfill and compaction; Grout and mortar; Brick; Resetting of the manhole ring and cover; Pipe extensians and connectors necessary to the installation; Replacement of unpaved roadway and grass or shrubbery plot; Replacement of roadway base and asphalt surface; and Appurtenant work as required far a complete and operable system. 49.3 FIBERGLASS LINER PRODUCTS 49.3.1 MATERIALS 49.3.1.1 LINERS Liners shall be fiberglass engineered to meet or exceed AASHTO H 2Oloading of 16,000 pound vertical wheel load. Manhole liners are ta be of the integral carbel design unless otherwise stipulated. Manhole liners are to be as large in diameter as will fit into the existing rnanhole. The contractor shall measure the existing manhole immediately prior to ardering materials and is solely responsible for the fitting of the liner. Contractor will be required to subrnit factory certificatian for fiberglass liners. The manhole liner shall meet all requirements of ASTM D 3753. 49.3.1.2 MORTAR Mortar shall be composed of one part Portland Cement Type I and between twa and three parts clean, well graded sand, 100% of which shall pass a No. 8 sieve. 49.3.1.3 GROUTING Grouting shall be a concrete slurry of four bags of Portland Cement Type II per cubic yard of clean, well graded sand. SectionlV Page 99 of l28 4/11/201 ] Section IV — Technical Specifications 49.3.2 INSTALLATION AND EXECUTION Excavate an area around the top of the existing rnanhole sufficiently wide and deep for the removal of the manhole ring and corbel section. Remove the frame and caver and corbel section without damaging the existing manhale walls. Caxe is to be taken not to allow brick or soil to fall inta the existing manhole. Remove or reinsert loase brick which protrude more than one inch from the interior wall of the manhole and which could interfere with the insertion o� the fiberglass liner. If the shelf of the manhole invert is not level around the perimeter, form a flat shelf with mortar. Cut the liner ta the proper lengih. Cutouts in the manhole shall be made to aceo�nmodate existing inlet and outlet pipes, drops and cleanouts. Lower the liner into the existing manhole and set the bottom of the liner into quick setting grout. Obtain a good bottom seal to prevent the loss of grout from the annular space between th� outside of the liner and the inside wall of the existing manhole. Set the liner as nearly vertically as possible. Pour si� in�.ches of quick setting grout above the initial bottom seal in the annular void to insure an adequate bottom seal. Bridge the gap frvm drops, laterals, force mains, cleanouts and all existing piping between the existing manhole wall and the new manhale liner with P.V.C. pipe. Use quick setting mortar to seal the area around the manhole liner and piping. Fill the annular space between the manhole liner and the existing manhole interior walls with grout. Care must be taken not to deflect the manhole liner due to head pressure. Set the existing manhale ring and cov�r using brick ta make elevatian adjustments as needed. Observe watertightness and repair any visible leakage. Backfill around the new liner and campact the backfill. Sod the disturbed area. Match existing sod. Where manholes fall in paved areas, disturbed base shall be replaced twice the origxnal thickness and compacted in 8" layers. Asphalt shall be replaced with 1 1/2" of Pinellas County Type II surface. 49.4 STRONG SEAL MS-2 LINER PRODUCT SYSTEM This specification shall govern all work to spray apply a manolithic fiber reinforced cementitious liner to the wall and bench surfaces of brick, concrete or any other construction material; Strong Seal MS 2 product. Described are procedures for manhole preparation, cleaning, application and testing. The applicator rnust be approved, trained and certified as having successfully completed factory training. The applicator/contractor shall furnish all labor, equipment and materials for applying the Strong Seal MS 2 product directly to the contour of the manhole to form a structural cennentitious liner of a minimum 1/2" thickness using a machine specially designed for the application. All aspects of the installation shall be in accordance with the manufacturer's recommendations and with the following specifications which includes: 1. The elimination of active infiltration prior to making the application. 2. The removal of any loose and unsaund material. SectionIV Page 100 of 128 ' � � �� 1 !__1 , 1 CJ 1 � L� LJ � , L] � � 4/ 1 ] /2011 � 1 � � � I) �� LJ 1 [1 ' � � 1 i 1 1 Section IV — Technical Specifications 3. The spray application of a pre blended cementitious mix to form a monolithic liner in a 2 coat applicatian. 49.4.1 MATERIALS 49.4.1.1 PATCHING MIX Strong Seal shall be used as a patching mix according to the manufacturer's recommendations and shall have the following minimum requirements: 1. Campressive Strength (ASTM C-109) 1S min., 200 psi 6 hrs., 1,4Q0 psi 2. Shrinkage (ASTM C-596) 2$ days, 150 psi 3. Band (ASTM G952) 28 days, 150 psi 4. Cement 5. Density, when applied 49.5 INFILTRATION CONTROL Sulfate resistant 105 +/- 5 pcf Strong Plug shall be used to stop minor water infiltration according to the manufacture's recarnmendations and shall have the following minimum requirements: 1. Compressive strength (ASTM C-109) - 600 psi, 1 hr.; 1000 psi 2� hrs. 2. Bond (ASTM C-952) - 30 psi, 1 ltr.; 80 psi, 24 hrs. - ' • �3:��I�� V Crl�`� l�� Strong-Seal Graut shall be used far stopping very active infiltration and filling voids according to the manufacture's recommendations. The grout shall be volume stable, and have a minimurn 28 day compressive strength of 250 psi and a 1 day strength of SO psi. 49.7 LINER MIX Strong Seal MS 2 shall be used to form the monolithic liner covering all interior rnanhole surfaces and shall have the following minimum requirements at 28 days: 1. Compressive strength (ASTM C 109) 3,000 psi 2. Tensile strength (ASTM C 496) 300 psi 3. �'lexural strength (ASTM C 7$) 600 psi 4. Shrinkage (ASTM C 596) 0% at 90% R.H. 5. Bond (ASTM C 952) 130 psi 6. Density, when applied 105 + pcf � Praduct must be factory blended requiring only the additian of water at the Job site. Bag weight shall be 50 51 pounds and contents shall have dry bulk density of 54 to 56 pounds per cubic faat. Fiberglass rods which are contained in the product shall be alkaline resistant and shall be 1/2" to ' S/8" long with a diameter of 635 to 64U micrans. Products shall, in the un mixed state, have a lead content not greater than two percent (2%) by weight. � 5ectionlV Page 101 of 128 4/l l/2Q1] � Section IV -- Technical Specificaiions Strong Seal MS 2C shall be made with Calcium Alurninate Cement and shall be used accarding to the manufacturer's recommendations in applications where there is evidence of severe sulfide conditions. Product must be factory blended requiring anly the additian a�water at job site. Bag weight shall be 50-51 pounds and contents must have a dry bulk density of 50 S6 pounds per cubic foot. Cement content must be 65%-75% of total weight of bag. One bag of product when mixed with correct amount of water must have a wet density of 95 108 pounds per cubic foot and must yield a minimtun of .67 cubic faot of volume. Fiberglass rods must be alkaline resistant with rod lengths not less than 1/2" in length nor greater than 5/8" in height. Praduct shall not include any basic ingredient that exceeds maximum allawable EPA limit for any heavy metal. Manufacturer rnust provide MSDS sheets for product(s) ta be used in recanstruction process. A two coat application of liner mat�xial will be required (no exceptions) with tl�e first coat rough troweled to force materials into cracks an.d crevices to set the band. The second coat to be spray applied to assure minimum 1/2" thickness after trawelxng or brush finishing to a relatively smooth iinish. 49.8 WATER Shall be clean and patable. 49.9 OTHER MATERIALS Na other material shall be used with the mixes previously described without prior approval or recommendation from the manufacturer. 49.10 EQUIPMENT A specially designed machine consisting of an optiznized progressive cavity pump capable of producing a minimum of 250 psi pumping pressure, contra blend mixer with twin ribbon paddles with discharge, and an air system for spray application of product. Equipment must be complete with water starage and metering syste�n. Mixer and pump is to be hydraulica�ly powered. Equipment is to be mounted to heavy duty canstruction tandem axle road worthy trailer c�mplete with electric brakes and runr,ing lights. Internal combustian engine must be included to power the hydraulic system and air compressor. 49.11 INSTALLATION AND EXECUTION 49.11.1 PREPARATION 1. Place baards over inverts to prevent extraneous material from entering the sewer lines and to prevent up stream line from flaoding the manhole. 2. All foreign material shall be removed from the manhole wall and bench using a high pressure water spray (minimum 1,200 psi). Loose and protruding brick, mortar and SectionIV Page 102 of 128 , � � � � � � � � 1 L' � i , � �I L� � 4/11/201] � ' � � � �J , Section IV — Technical 5pecifications concrete shall bE removed using a mason's harntner and chisel and/or scraper. Fill any large vaids with quick setting patching mix. 3. Active leaks shall be stopped using quick setting specially farmulated mixes accarding to the manufacturer's recommendations. Same leaks may require weep holes to localize the infiltration during the applicatian after which the weep holes shall be plugged with the quick setting mix prior to the final liner application. When severe infiltration is present, drilling may be required in arder to pressure grout using a cementitious grout. Manufacturer's recommendations shall be followed when pressure grouting is required. �. Any bench, invert ar service line repairs shall be made at this time using the quick setting mix and following the manufacturer's recommendations. 5. After all prepazation has been completed, remove all loose material. 49.11.2 MIXING , For each bag of product, use the amount af water specified by the manufacturer and znix using the Spray Mate Mode135C or 35D equipment for 30 seconds to a minute after all materials have been placed in the mixing hopper. Place the mix into the holding hopper and prepare another , batch with timing such that the noz.�leman can spray in a continuous maruier without interruption until each application is complete. � L� ' 1 � � � , � 1 � 49.11.3 SPRAYING The surface, prior to spraying, shall be damp without noticeable free water droplets or running water. Materials shall be sprayed, applied to a minimum unifarm thickness to insure that all cracks, crevices and voids are £'illed and a somewhat smooth surface re�nains after light traweling. The light troweling is performed to compact the material into voids and to set the bond. Not before the �rst application has begun to take an initial set (disappeaxance of surface sheen which could be 15 minutes to 1 hour depending upon ambient canditions) is the second application made to assure a minimum total finished thickness of 1/2 inch. The surface is then troweled to a smooth finish being careful not ta over trowel so as to bring additional water to the surface and weaken it. A brush finish may be applied to the finished coat to remove trowel marks. Manufacturer's recommendation shall be follawed whenever more than 24 haurs have elapsed between applications. The wooden bench covers shall be removed and the bench is sprayed such that a gradual slope is produces fram the walls to the invert with the thickness at the edge of the invert being no less than 1/2 inch. The wall bench intersection shall be rounded to a uniform radius, the full circurnference of the intersection. The iinal application shall have a minimum of faur (4) hours cure time before being subjected to active flow. 49.11.4 PR�DUCT TESTING At some point during the application, at least four (4) 2 inch cubes may be prepazed each day or fram every SO bags of product used, identi�ed and sent, in accordance with the Owner's or Manufacturer's directions, for compression strength testing as described in ASTM C 109. 49.11.5 CURING Ambient manhole conditions are adequate far curing so long as the manhole is cavered. It is imperative that the manhole be covered as soon as possible after the application has been completed. SectionIV Page ]03 of 128 4/11/2011 Section IV — Technical Specifications 49.11.fi MANHOLE TESTING AND ACCEPTANCE Manhole may be vacuum tested from the tap of manhole frame to the manhole base. All pipes entering the manhole shall be plugged, taking care to securely place the plug irom being drawn into the manhole. The test head shall be placed and the seal inflated in accordance with the manufacturers' recornmendations. A vacuum pump of ten (10) inches of inercury shall be drawn and the vacuum pump shut off. Witki tk�e valves closed, the time shall be measured for the vacuum to drop to nine (9) inches. The manhole shall pass if the time is greater than sixty (60) seconds far forty eight (48) inch diameter, seventy five (75) seconds for sixty (60) inches, and ninety (90) seconds for seventy two (72) inch diameter manholes. If the manhole fails the initial test, necessary repairs shall be made. Retesting shall proceed until a satisfactary test is obtained. Tests shall be performed by the Contractor under tl�e dixection of the Project Engineer. 49.12 INNERLINE ENVIRONMENTAL SERVICES LINER PRODUCT SYSTEM 49.12.1 SCOPE Materials and applicatian pracedures for manhole rehabilitation for the purpose of restoring structural integrity, providing corrosion resistance, and stopping infiltration. by means of: 1. Hydraulic grouting, where required, as a preliminary measure to stop high volume infiltration 2. Hydrophilic grouting (positive side waterproofing), where required, as follows: a. Hydrophilic foam-injected through wall of manhole to iill voids and/�r b. Hydrophilic gel-injected through wall of manhale to stop active leaks 3. Cementitious waterproo�ng with crystallization (negative side waterproofing) 4. Calcium aluminate cement lining, minimum of 1/2 inch 5. Epoxy coating, xninimum of 30 dry mils 49.12.2 MATERIALS 49.12.2.1 REPAIRING CEMENT A quick setting hydraulic cement compound shall be used to plug all visible minar l�aks and to instantly stop major leaks, so that further waterproofing pracesses may proceed unhindered. The repairing cement shall be nonshrinking, nonmetallic, and noncorrosive. The compound shall have the follawing properties: Set Time Tensile Strength G��[��iyl Compressive Strength ASTM -C 109 sectioniv 1-3 minutes 1 day 510 psi 3 days 745 psi 28 days 855 psi 1 day 3,125 psi 7 days 7,808 psi 28 days 9,543 psi Page 1 �4 of 12$ �l �. ' � � � �� , �I ' , �_� LJ L� 1 �� , , 4/11/2011 � ' �. �J 1 �� J� C� Section IV — Technical Specifications Flexural Strength ASTM C 78 49.12.2.2 HYDROPHILIC GROUTING 1 day 410 psi 3 days 8S5 psi 28 days 1,245 psi Based on conditians found in and around the manhole, the applicator shall pressure inject either ane or both of the following materials: l. An expansive faam grout shall be used to stop major intrusion of water and fill cracks in and voids behind the structure's surface. Physical praperties are as follows: Tensile Strength Elongation Bonding Strength 3$0 psi ASTM D 3574-86 400% ASTM D 3574-86 250-300 psi 2. A hydrophilic gel grout shall be used far soil stabilization behind the manhole-t� prevent ' seepage, to provide a damming efFect, and to place a hydrostatic barrier around extEriar af manhole. Physical properties are as follows: 1 �� J � , C� � Density Tensile Strength Elangation Shrinkage Taxicity 49.12.2.3 WATERPROpFING 8.75-9.171bs/gal 150 psi 250% Less than 4% Non Toxic ASTM D-3S74 ASTM D- 412 ASTM D-3S74 ASTM D-1042 A waterproofing component based on the crystallization process shall be applied. The system combines cementitious and silicate based materials that are applied to negative side surfaces ta seal and stop leakage caused by hydrostatic pressure. A combination af five coats (using three components-two powders and a special liquid) react with moisture and the canstituents of the substrate to form the crystalline structur�. It becomes an integral part of the structure and blocks the passage of water. wth moisture present, the crystallization process will continue �or approximately six months. Upan completion the colar will be light grey. Physical properties are as follows: Slant/Shear bond Strength to Calcium Aluminate Cement ASTM (to be given) 1,200 1,800 psi Tensile Strength , (7 day cure) ASTM C 190 , LJ Permeability (3 day cwre) CRD 48 55 49.12.2.4 CEMENT LINING 380 psi (2.62 MPa) 325 psi (2.24 MPa) 8.1 x10 llcm/sec to 7.6x10 cm/sec at 140% RH at 50% RH � A self bonding calcium aluminate cement shall be applied to restare structural integrity and provide corrosion resistance qualities. The cement (before adding fibers) shall have the following praperties: , Calcium Aluminate Cement 12 Hrs 24 Hrs 7 Days 28 Dflys SectionIV Page 105 of 12$ 4/1 ]/2011 � Section TV — Technical Specifications Astm C 495 Compressive Strength, Psi 7000 11000 12000 13000 Astm C 293 Flexural Stxength, Psi 1000 ] 500 1800 2000 Astm C 596 Shrinkage At 90% Humidity -- �0.04 �0.06 �0.08 Astm C b66 Freeze-Thaw Aft 300 Cycle No Damage Astm C 990 Pull - Out Strength 200 - 230 Psi Tensile Astm C 457 Air Void Content (7 Days) 3% Astm C 497 Porosity/Adsorption Test 4- 5% Modules of Elasticity: 7.10 X 10 PSI after 24 Hrs moist curing at 68 F. The calcium aluminate cement shall be reinforced with inert fibers which comply with ASTM C 1116 and ASTM C 1018, added at the rate of one pound per cubic yard af concrete. The mixture shall be applied to a thickness of at least one half inch, but no greater than two inches. It will have a dark grey calor. 49.12.2.5 EPDXY COATING A high build, flexible waterpxoofing epoxy shall be applied to a minimum of 30 dry mils. This epoxy will seal structure fram moisture and provide protective qualities to the suxface, including excellent xesistance to chemical attack and abrasion. The epoxy shall be 100% solids, can be applied to damp surfaces, cures ta a tile l�l�e finish, is easy to clean, and has no toxic fumes. Its uses include sewage treatment plants and other sewer structures. Th� epoxy sha�l have the fallowing propertxes at 7S degrees F: Mixing Ratio (Parts A:B), by volume Calar (other colors available on request) Pot Life, hrs Tensile Strength, psi, min Tensile Elongation, % Water Extractable Substances, mg./sq. in., max Bond Strength to Cement (ASTM 882) psi 49.12.2.6 CHEMICAL RE5ISTANCE 1:1 Light Gray 1 2,000 10 —20 5 1,800 Alcahols, Trichloraethylene, Nitric Acid (3%), Jet Fue�s, Water, Sulfuric Acid (3% 10%), MEK, Wine, Butyl Acetate, Beer, Lactic Acid (3%), Gasoline, Corn Oil, Aluminum Sulfate, Paraffin Oil, Vegetable Juice, Sodium Chloride, Motor Oil, Hydrochloric Acid (3%), and many others. 49.12.3 INSTALLATION AND EXECUTION 49.12.3.1 PROCEDURAL OVERVIEW Wark shall proceed as follaws: 1. Remove rungs (steps), if desired by client. 2. Clean manhole and remove debris. a. Plug lines and/or screen out displaced debris. b. Apply acid wash, if necessary, ta clean and degrease. c. Hydroblast andJox sand blast stz ucture. ' C� � � , , 1 1 1 1 1 , � � � ' � � � 1 SectionIV Page 106 of 128 4/] 1/2011 � ' � � � 5ection IV — Technical Specifications d. Remove debris from work area. 3. Repair minar defects in walls, benches, and inverts, as required, with repairing cement. (Note: Major structural repairs, such as rebuilding af benches, will also be made as required by client. 4. Inject hydrophilic grout through all surfaces, as needed, to eliminate infiltration. 5. Apply cementitious/crystallization waterpraofing agents to all surfaces, repeating steps as needed. ' 6. Spray and/or hand apply calcium aluminate cement lining to all surfaces. 7. Spray apply epoxy coating to all surfaces. � NOTE: Steps 1-5 shall be executed consecutively with minimal delays; calcium aluminate (Step 6) shall require a cure time af at least twenty-four hours for needed adhesion af epoxy (Step 7) to cement lining. , 1 L� ' 1 49.12.3.2 PREPARATION An acid wash shall be used (if needed) to clean and degrease. Then, if the client desires, the rungs shall be removed. Next, the entire structure is thoroughly water and/or sand blasted to remove aa�y loose or deteriorated material. Caxe shall be taken to prevent any loose material from entering lines and other areas by either plugging the lines ( where feasible) or inserting protective screens. 49.12.3.3 STRUCTURAL REPAIR Hand place or spray apply hydraulic cement material as necessary to prepared surface to fill cracks and voids in structure. Allow twenty (2�) minutes before applying waterproofing/crystallization. 49.12.3.4 INFILTRATION CONTROL , Pressure injection of hydrophilic gel and hydrophilic foam. 1. Dri115/8" holes through active leaking surface. � 2. Install all zert fittings, as recommended by manufacturer. 3. Inject material until water flow stops. 1 r r , ' 4. Remove fittings (if necessary). 49.12.3.5 WATERPR�OFING/CRYSTALLIZATION PROCESS 1. Apply a slurry coat of powder #1 to moist wall using a stiftbrush, forming an undercoat. 2. Apply dry powder #2 to slurry coat by hand. 3. Brush or spray on sealing liquid during the applicatian ta penetrate and initiate the crystal forming process. 4. Repeat steps 2 and 3, until there are na visible leaks. 5. Apply powder #1 as an avercaat. 5. Allow one (1) hour to cure before applying cement lining. SectionIV Page 107 of 12S 4/] 1/20] 1 � Section IV — Technical Specifacations 49.12.3.6 CEMENT LINING 1. Dampen surface. 2. Mix material in mixer as recommended for spray or hand trowel application. 3. Apply cement until required build up of at least one half inch (and no mare than 2 inches) has been achieved. 4. Trowel to smooth finish, restoring contours of manhole. 5. Texture brush surface to prepare for epoxy finish. 6. Allow for a 24-hour cure tirne prior to epoxy coating. NOTE: Tf conditions of heavy humidity prevail, a dry air blower shall be used ta facilitate curing times. 49.12.3.7 EPDXY COATING Spray apply epoxy coating using airless spraying equipment until surface is visibly covered and a thickness af at least 30 mils has been achieved. Manhole may be safely entered after six (6) hours, as epoxy will be hardened. Full cure strength will be achieved at forty eight (48) hours. C'F�'�i i'��d � �_1 `l�J � The work crew shall remove all debris and clean work area. 49.1Z.3.9 MANHOLE TESTING AND ACCEPTANCE Manhole may be vacuu�xa. tested from the top of manl�ole frame to the manhole base. All pipes entering the manhale shall be plugged, talcing care to securely place the plug from being drawn into the manhole. The test head shall be placed and the seal inflated in accordance with the manufacturers' recommendations. A vacuum pump of ten (10) inches af inercury shall be drawn and the vacuum pump shut off. With the valves closed, the time sha11 be measured for the vacuum to drop to nine (9) inches. The manhole shall pass if the time is greater than sixty (60) seconds for forty eight (48) inch diameter, seventy five (75) seconds for si�ty (5�) inches, and ninety (90) seconds for seventy two (72) xz�ch diameter xnan.holes. If the manhole fails the initial test, necessary repairs shall be made. Retesting shall proceed until a satisfactory test is obtained. Tests shall be performed by the Contractor under the direction of the Praject Engineer. 49.12.3.10 WARRANTY All materials and workmanship shall be warranted to the Owner far a period of five (5) years, provided that a11 the above mentioned repair steps are used. 50 PROJECT INFORMATION SIGNS This article deleted. See SECTION III, ARTICLE 23 — PROJECT INFQRMATION SrGNS. 51 IN-LINE SKATING SURFACING SYSTEM 51.1 SCOPE 1. These specifications pertain to the application of the Plexiflor Colar Finish System over recreational areas intended for In-Line Skating activities. The materials speci�ed in the C� , 1 1 ' � C� ' � ' C� C� � C� �J �_� � � � SectionIV Page 108 of 128 4/11/2011 ' � ' r � I� `� Section 1V — Technical Specifications site plans shall be of colors indicated and for application over the Plexipave Acrylic Latex System. 2. The work shall consist af suitable cleaning and preparation of the surface to assure a satisfactory bond of the system to the existing surface. 3. All coverage rates are calculated prior to dilution. 4. Plexiflor In-line Skating Surfacing System • 1 Coat of Acrylic Resurfacer ' • 2 Cvats of Fortified Plexipave • 2 Coats of Plexiflor • Plexicalar Line Pa.int 1 �� , r-, Ji 51.2 SURFACE PREPARATIONS 51.2.1 ASPHALT A11ow new asphalt to cure a minimum af 5 manths. The suxface must be checked for birdbaths, cracks and other irregularities and repaired with Court Patch Binder according to California Specification Section 10.14. (Surfacing prior to six months may make the asphalt subject to indentation). 51.2.2 CONCRETE Concrete shall have a wood float or broom finish. DO NOT PROVIDE STEEL TROWEL , FINISH. DO NOT USE CURING AGENTS OR CONCRETE HARDENERS. Allow the cancrete to cure a minimum of 30 days. Acid Etch the entire surface with Concrete Preparer according to California Specification Section 10.13. Check surface far birdbaths, cracks and , other irregularities and repair with Court Patch Binder according to California Specification Section 10.14. L� C� 1 ' � , ' 51.2.3 COURT PATCH BINDER MIX Court Patch Binder Mix: 100 Lbs. #80-100 Mesh Silica Sand (dry) 3 gallons Couth Patch Binder 1 to 2 gallons Portland Cement. 51.3 APPLICATION OF ACRYLIC FILLER COAT 1. Application of the Acrylic Resurfacer Mix shall be applied to the clean, dry, level surfaces to receive the Flexiflor Surfacing System. The mix shall be applied according to California Specification Section 10.8 using the following mix: Acrylic Resurfacer Water (Clean and Potable) Sand (6�-8o mesh) Liquid YZeld 55 gallons 20-40 gallons 600-900 pounds 112-13$ gallons 2. Over asphalt surfaces, apply the Acrylic Resurfacer Mix in one or twa coats (depending on surface parosity) at a rate oi .OS -.07 gallons per square yard per coat. 3. Non-coated concrete surfaces must be neutralized with concrete preparer and primed with California Ti-Coat according to Specification Section 10.17. The Acrylic Resurfacer Mix SectionlV Page ] 09 of 128 4/11 /20 ] 1 � Section N — Technica] Specifcations must be applied within 3 hou.rs of the TiCaat application while the primer is dry but still tacky to the touch. Apply the Acrylic Resurfacer Mix in one or two applications at a rate of .OS-.07 gallons per square yard per coat. 51.4 APPLICATION OF FORTIFIED PLEXIPAVE After tkie filler coat application has dried, apply two coats of Fortified Plexipave at an undiluted rate of .OS-.07 gallons per square yard per coat using the following mix: Plexipave Color Sase Plexichxome Water 51.5 PLEXIFLOR APPLICATION 30 gallans 20 gallons 20 gallons 1. Plexiflor is factary premixed and ready to use from the container. The material may be diluted with one (1 ) part water to six (6) parts Plexiflor ta improve flowability and provid� uniform application. 2. Apply two coats of Plexiflor at a rate af .04-.OS gallons per square yard per coat. 3. Plexiflor is applied (in a similar manner to Plexipave) in windrows an the sur�ace with sufficient quantity to caver as the squeegee is pulled over the surface. Apply only light pressure to the squeegee. Da nat allow ridges ta form between passes of the squeegee. Ridges existing after material dries should require corrective action. 4. Plexiflor and its preliminary coatings should be allowed to thoroughly dry priar to application of subsequent coats. 51.6 PLAYING LINES Four hours minimum after completion of the color resurfacing, playing lines shall be accurately located, marked and painted with Plexicolor Line Paint as speci�ed by The National In-Line Hackey Association. 51.7 GENERAL 1. The contractor shall remove all containers, surplus materials and debris upon completion of work leaving the site in a clean, orderly condition that is acceptable to the owner. Gates shall be secured and all containers shall be disposed of in accordance with Local, State and Federal regulatians. 2. Materials specified for the Plexiflor System shall tee delivered to the site in sealed, property labeled arums with California Praducts Corporation labels that are stenciled with the proper batch code numbers. Products packaged or labeled in any other manner will nat be accepted. Mixing with clear, fresh water shall only be done at the job site. Coverage rates are based upon material prior to mixing with water as specified. 51.8 LIMITATIONS 1. Do not apply if surface temperature is less than 50°F or more than 1 40°F. 2. Do not apply when rain or high humidity is imminent. 3. Do not apply when surface is damp or has standing water. SectionlV Page 110 of 128 � C� ' 1 , , ' ' ' , , , � l� , , , , 4/ 11 /201 ] , , � 1 ' , r 1 , ' 1 Section IV — Technical Specifications 4. Plexiflor will not hide surface imperfections of previous coatings. S, Keep from freezing. Do not store in the hat sun. 6. Keep containers tightly closed when not in use. 7. Plexiflor will nat prevent substrate cracks from occurring. 8. Flexiflor will mark slightly fram normal use of some In-line Skates. 9. Caefficient of friction = Q.78 10. Coating Application Drying Time: 30 minutes to l hour at 70°F with 60% relative humidity. 11. Keep court clean. Excess dirt or foreign material can cause the surface to be slippery. In-Line hackey is a physical sport. Always wear NIHA recommended protective gear. 52 RESIDENT NOTIFICATION OF START OF CONSTRUCTION This article deleted. See SECTION III, ARTICLE 22 - RESIDENT NOTIFICATION O�' START O�' CONSTRUCTION. 53 GABIONS AND MATTRESSES �i�►'i1_�1 � �:71_�� 53.1.1 GABION AND RENO MATTRESS MATERIAL 53.1.1,1 PVC COATED WIRE MESH GABIONS � MATTRESSES , Gabian & mattress basket units shall be of non-raveling construction and fabricated from a double twist by twisting each pair of wires through three half turns developing the appearance of a triple twist. The galvanized wire core shall have a diameter af 0.1063 inches (approx. US gauge ' 12). All wire used in the fabricatian of the gabion shall comply with ar Exceed Federal Specificatians QQ-W 461H, possess a maximum tensile strength of 70,000 p.s.i. with a Finish 5, Class 3 zinc coating in accardance with the current ASTM A-641. The weight of zinc coating ' shall be determined by ASTM A-90. Th� grade of zinc used for coating shall be High Grade or Special High Grade, as prescribed in ASTM B-6, Table 1. Uniformity af coating shall equal or exceed four 1-minute dips by the Preece test, as determined by ASTM A-239. �, i�� L , , �_ J ' The FVC coating shall be extruded and adhere to the wire care prior to weaving. The PVC coated wire shall be woven inta a dauble twisted hexagonal mesh having uniform openings of 3 1/4 inches by 4'/z inches. The overall diameter af the mesh wire (galvanized wire core plus PVC coating) shall be 0.14d inches. Selvedge and reinforcing wire shall be of heavily galvanized wire core, 0.1338 inches in diameter (apprax. US gauge 10), coated with PVC and having an overall diameter (galvanized wire core plus PVC coating) of 0.173 inches. Lacing and connecting wire shall be of soft tensile stz�ength (75,000 PSI max), heavily galvanized wire core, 0.087 inches in diameter (apprax. US gauge 13 '/z), coated with PVC and having an overall diameter (galvanized wire core plus PVC caating) of 0.127 inches. The use of alternate wire fasteners shall be permitted in lieu of tie wire providing the alternate fastener produces a four (4) wire selvedge joint with a strength of 1200 Ibs. per linear foot while remaining in a locked and closed condition. Properly formed interlocking iasteners shall be spaced frarn 4 ta 6 inches and have a minimum 3/4 squaze inch inside area to properly confine the required selvedge wires. Tiger-Tite SectionIV Page 111 of 128 4/11/2011 Section IV — Technical Specifications Interlocking Fasteners are an approved alternate joint material. The Tnterlocking Wire Fastener shall meet stainless steel material specificatian ASTM A-313, Type 302, Class 1, or equal. All of the above wire diameters are subject to tolerance limit af 0.004 inches in accordance with ASTM A-641. 53.1.1.2 PVC (POLYVINYL CHLORIDE) COATING The coating shall be gray in color and shall have a nominal thickness of 0.0216 inches but not less than 0.015 inches in thickness. The protective PVC plastic shall be suitable to resist deleterious effects �rom expasure to light, immersion in salt ar polluted wat�r and shall nat shaw any material difference in its initial cornpound properties. The PVC compaund is also resistant to attack from acids and resistant to abrasion. 1. Specific Gravity: a. According to ASTM D-2287 and ASTM D- 792; in the range of 1.30 to 1.34. 2. Tensile Strength: a. According to ASTM D-142; nat less than 2980 psi. 3. Modulus of Elasticity: a. According to ASTM D-412; nat less than 2700 psi at 100% strain. 4. Resistance to Abrasion: a. Accordi�g to ASTM 1242; weight loss �12% (M�thod B). 5. Brittleness Tempearature: a. According to ASTM D-746, Procedure A; shall be at least 8.3 degrees centigrade belaw the minimum temperature at which the gabians will be handled or placed but not lower than -9.4 degrees centigrade. 6. Hazdness: a. According to ASTM D-2240; shall be between SO and 60 Shore D when tested. 7. Creeping Corrosion: a. Maximum corrosion penetration to the wire core from a square cut end sectian shall nat be more than 25mm when the specirnen has been imrnersed for 2000 hours in a 50% SOLUTION HC1 (hydrochlaric acid 12 Be). 53.1.1.3 ACCELERATED AGING TESTS Variation of the initial properties will be allowed, as specified below, when the specimen is submitted to the following Accelerated Aging Tests: 1. Salt Spray Test: a. According to ASTM B-117 b. Period of test = 3000 hours. 2. Exposure to ultraviolet rays: a. According to ASTM D-1499 and ASTM G-23 (Apparatus Type E). Periad af test = 3000 hours at 63 degrees centigzade. SectionIV Page ] 12 of 128 4/11/201 ] ' r� J Section IV — Technical Specifications , 3. Exposure ta high temperature: a. Testing period: 240 haurs at 105 degrees centigrade, when tested in accordance with ASTM D- 1203 and ASTM D-2287. �� 1 �1 , �J [l ' , ' 1 �J � 1 , � LJ � 53.1.1.4 PROPERTIES AFTER AGING TESTS After the above Aceelerated Aging Tests have been performed, the PVC compaund shall exhibit the following properties: 1. Appearance: a. The vinyl coating shall not crack, blister or split and shall not show any remarkable change in color. 2. Specific Gravity: a. Shall not show change higher than G% of its initial value. 3. Durometer Hardness: a. Shall not show change higher than 10% af its initial value. 4. Tensile Strength: a. Shall not show change higher than 25% of its initial value. S. Elangation: a. Shall not show change high�r than 25% of its initial value. 6. Modulus of Elasticity: a. Shall nat show chang� higher than 25% of its initial value. 7. Resistance to Abrasion: a. Sha11 not show change higher than 1 p% af its initial value. 8. Brittleness Temperature: a. Cold Bend Temperature - Shall not be lower than -20 degrees centigrade. b. Cold Flex TemperaturE - Shall not be higher than +18 degrees centigrade. 53.1.2 GABION AND MATTRESS FILLER MATERIAL: The filler stone shall be limestone from a source approved by the Engineer before delivery is started. Representative preliminary samples of the stone shall be submitted by the contractor or supplier for examination and testing by the Engineer. The stone shall have a minixnum speciiic gravity of 2.3 and be of a quality and durability sufficient to insure permanency in the structure. The individua.l stones shall be free of cracks, seams, and other defects that would tend to promote deterioration frorn natural causes, or which might reduce the stanes ta sizes that could not be retained in the gabion or mattress baskets. The stone shall xneet the following physical requirements: • Absorption, maximum 5% • Los A.r�geles Abrasion (FM l OT096), maximum lass 45% • Soundness (Sodium Sulphate), (FM 1-T104), maxirnum loss 12% SectionIV Page 113 of 128 4/11/20] 1 Section IV — Technical Specifications • Flat and elongated pieces, matexials with least dimension less than one third of greatest dimension shall not exceed 5% by weight. All filler material shall be uniformly graded between 4 inch and 8 inch (equivalent spherical diameter) and shall be angular in form. Rounded stones shall not exceed 10% of the stone, by weight and 70% of the stone, by weight, shall exceed the largest dimension of the mesh opening. 53.1.3 MATTRESS WIRE Mattress wire shall conform to the same specifications as gabions except as follows: 1. The nominal diameter of the wire used in the fabrication of the netting shall be 0.0866 inches minimum, subject to diameter tolerance in accordance with the current ASTM A 641, Table 3. 2. All wire shall be galvanized according to ASTM A 641, Table 1. The minimum weight of the zinc coating shall be 0.70 ozs./sq. ft. for th.e 0.0866 inch wire used for mesh and lacing and 0.80 ozs./sq. ft. fox the 0.105 wire used far selvedge. 3. Adhesion of the zinc coating to the wire shall be capable of being wrapped in a close helix at a rate not exceeding 15 turns per minute araund a cylindrical st�e1 mar�drel having a diameter 3 times the nominal wire diameter being tested. After the wrap test is completed, tk�� wire shall nat exhibit any cracking or flaking of the zinc coating to such an extent that any zinc can be removed by rubbing with bare fingers. ��i��r7�*i��:��l��y_1=3:7C+� Fabric shall conform to FDOT Standard Index 199, Type D-2, and FDOT Standard Specifications, 1996 edition, Section 985. 53.2 PERFORMANCE Gabions and Reno Mattresses shall be installed according to the manufacturer's recommendations and as shown o� the Drawings. Fabrication of gabion baskets shall be in such a manner that the sides, ends, lid and diaphragms can be assembled at the construction site into rectangular baskets of the sizes spECified and shown on the Drawings. Gabions and mattresses shall be af single unit construction; the base, lid ends and sides shall be either woven into a single unit or one edge of these members connected to the base section of the gabian in such a manner that the strength and flexibility at the connecti�g point is at least equal to that of the mesh. Where the length of the gabion and mattress exceeds one and one-half its horizont�l width, they shall be equally divided by diaphragms of the same mesh and gauge as the mattresses shall be furnished with the necessary diaphragms secured in proper pasition on the base so that no additional tying is required at this juncture. The wire mesh is to be fabricated so that it will not ravel. This is defined as the ability to resist pulling apart at any of the twists or connections forming the mesh when a single wire strand in a section of inesh is cut. Each gabion or mattress shall be assembled by tying all untied edges with binding wire. The binding wire shall be tightly laaped around every other mesh opening along seams so that single and double loops are alternated. A line of empty gabions shall be placed into position accoxding to the contract drawxngs and binding wire shall be used to securely tie each unit to the adjoining one along the vertical reinforced edges and the top selvedges. The base of the empty gabians placed on top of a filled line of gabions shall be tightly wire to the latter at front and back. SectionIV Page 114 of 128 4/11/2011 ' , ,i C� � ' � 1 , ' ' ' � �� ' � � �� , 1 ' ' L1 , ' , 1 ' ' ' , , , � �J , � Section IV — Technical Specifications To achieve better alignment and finish in retaining walls, gabion stretching is recommended. Connecting wires shall be inserted during the �lling operation in the following manner: Gabions shall be filled ta one third full and ane connecting wire in each direction shall be tightly tied to apposite faces of each cell at ane third height. The gabion shall then be filled to two thirds full and one connecting wire in each direction shall be tightly tied to opposite face of each cell at one two third height. The cell shall then be filled to the top. Filler stone shall not be dropped more than 12" into the gabions and mattresses. Geotextile fabric shall be installed at locations shown in the Drawings. The surface to receive the cloth shall be prepaxed to a relatively smaoth condition free of obstructions which may tear or cut the cloth. The panel shall be overlapped a minimum of 30 inches and secured against movement. Cloth damaged or displaced during installation, gabion wark, or backfill shall be replaced or repaired to the satisfaction of the Engineer at the cantractor's expense. The work shall be scheduled so that the fabric is not exposed to ultraviolet light rnore than the manufacturer's recommendations or iive days, whichever is less. 54 LAWN MAINTENANCE SPECIFICATIONS 54.1 SCOPE To remove trash and debris from landscape and paved area; maintenance and fertilization af plant beds and landscape materials; maintenance, repair, and operation of irrigation systems; ornamental pest control; palm pruning; rnaintenance of traffic; and the cleaning of hard surfaces at designated areas. The Contractor is to work with the City in coardinating maintenance activities and reporting irregularities in the work zone. The Contractor(s) will provide the labor and materials required to maintain the landscaped street medians including: � Traffc safety and Maintenance of Traffic; • Trash and debris remaval from the job site; • Removal of weeds in landscaped azeas and hard surfaces; • Proper trimming and pruning of landscape plants and palms; • Praper fertilization and pest control of landscape and palms (may be subcontracted); • Irrigation service and repair; • Mulch replacement; • Cleaning of hard surfaces; and the • Reporting of irregularities at the jab site. 54.2 SCHEDULING OF WORK The Contractar(s) shall accomplish all landscape maintenance required under the contract between the hours of 6:30 a.m. and 7:00 p.m. Manday through Saturday, excluding observed halidays. The City may grant, on an individual basis, permission to perform contract maintenance at other hours. All work shall be completed in a continuous manner, that is the cleanup, weeding, trimming, etc., be completed before l�aving the job site. SectioniV Page 115 of 128 4/11/2011 Section IV — Technical Speci�cations 54.3 WORK METHODS 54.3.1 MAINTENANCE SCHEDULING The Contractor(s) will adhere to a wark schedule provided by the City (see Level of Service). Any variations to that schedule, requested by either party, must be approved, either verbally or in writing by an authorized representative of the ather party. 54.3.2 DUTIES PER SERVICE VISIT The contractor(s) sha�l provide the fallowing service at each scheduled visit ta the designated location: 54.4 LITTER Remove trash and debris from the area to be maintained. Proper disposal of collected trash and debris is a requirernent of the contractar. Extraordinary amaunts of debris caused by hurricanes, tornadoes, vandalism, etc., would be the responsibility of the City to clean up. The contractor should report such accumulations of debris when they are encountered. Bids for the extraordinary cleanup from the contractor would be considered. 54.5 VISUAL GHECK The site should be checked for irregularities, such as irrigation leaks, vehicle damage, dead or darnaged plant material, vandalism, etc., which shauld be reported to the City within 24 hours after providing the service. 54.6 PLANT TRIMMING AND PALM PRUNING All plant material should be trunmed in a manner that promotes the natural shape and mature size of the particular specie. Trimming should be performed at intervals that will maintain plants in a neat appearance. Trimming should be performed to prornote fullness af the plants, while maintaining height restrictions in Clear Sight Zones as established on the landscape plans. Plants shall be kept trirnmed to the back of curb. Brawn foliage shall be removed from Liriope. Palm pr�uxing ta be performed at least ance per year, preferably in late June ar July follawing flower formation, according to the following specifications: 54.7 PHOENIX SPECIES (CANARY DATE, INDIA DATE, PYGMY DATE, ETC.) Remove all descending fronds, to the base of the frond; all parallel and ascending fronds are to remain in order to leave a full, rounded head; seed heads may remain, but remove old faded heads that are encountered in the pruning process; remove loose frond boots; remove vegetation; such as strangler figs, Brazilian Pepper, Asparagus fern, etc., growing in the frond boots or on the trunk. Provide the rounded, classic cut on all Medjool palm boots. No climbing spikes allowed on palms. 54.8 DEBRIS REMOVAL All debris from pruning process is ta be rernoved from the job site and disposed of by the contractor. Work sites should be left in a clean and neat appearance upon completion. SectionIV Page 116 of 128 4/11/2011 , , � �� ' LJ , ' 1 ' , �.J � ' � i� � ' � � 1 Sectipn IV — Technical Specifications 54.9 TRAFFIC CONTROL Proper and safe work zones in vehicular traffic areas are to be set up and maintained by the contractor, according to the attached Main.tenance of Traffic specifications. 54.10 PEDESTRIAN SAFETY , Contractor is responsible for maintaining safe work zanes in areas where pedestrian and park users are present. The City reserves the right to limit the hours of aperation in certain high pedestrian use areas. i 1 � 1 I� i � �`�J�_�,�r��:��r�r��•1�� All tree and plant material should be fertilized with the appropriate amount of 20-6-12 sulfur coated, slow release, ornamental fertilizer, three times per year. Applications should be made in mid-Februaxy, eazly June, and mid-September, for the first twa years. Fertilizer types and amounts will change with requirements of maturing landscape materials. 54.12 WEED REMOVAL IN LANDSCAPED AREA Weeds should be removed on a regular basis in order to keep them from being visibly noticeable. Weed control with the use of appropriate herbicides is allowable, given they are properly applied by a certified applicator. Herbicide damag� to landscape material will be remedied by contractor at his/her expense. 54.13 MULCH CONDITION Should be �x►aintained at a thickness that will discourage weed growth as well as help retain soil moisture, usually 3 inches. 54.14 IRRIGATION SERVICE AND REPAIR Should be performed at each visit to assure the systems proper operation and timing. Drip tubing ' should be kept covered with mulch. Tirner should be checked for proper time of day and operating schedule. Leaks or breaks in the system should be repaired before the next scheduled system running time. All repairs which will be charged at $20.00 ar more must be approved in , advance by the city. Minor repairs, less than $20.00, should be billed to the City in additian ta the monthly maintenance fee. � 54.15 LAWN AND ORNAMENTAL PEST CONTROL Should be perfarmed by a properly licensed and certi�ed applicator to keep pest populations at a � less than damaging level. Landscape materials lost to or extensively damaged by pests will be replaced by the contractor at the contractor's expense. Diazinon products are not to be used on City properties. � � ' � �i�il3�_l�►'��:��I�r�_ti�[+1�1 Apply three pounds of Magnesium sulfate and one pound of Potassium evenly, per tree, acxoss the root zone (typically within the dripline), annually in early February. 5ectionIV Page 117 of 128 4/11/2011 Section TV — Technical Specifications 54.17 FREEZE PROTECTIQN The City will provide a freeze/frost protection fabric for the Contractar ta install over freeze/frost sensitive plants (Lantana and Pentas). The covering material will be stored at a City facility (yet to be determined). Contractor will remove the covering material from storage and install over tl�e sensitive plants, securely fastening edges of the material to the ground per manufacturer's directions. The City will furnish metal pins needed for securing fabric to the ground. The City will notify the Cantractor one (1) day or twenty-four (24) hours minimum prior to the need to protect plant material. After uses, the Contractor will prepare the fabric for storage and return it to the designated City facility. Protective covering shall be rernoved the following afternoon ar remain in placed as directed by the City. Th� City shall notify ihe Contractor by 11:00 a.m. about removing the cover or keeping it in place due to continued freezing temperatures. The City may cancel the freeze protection event at any time prior to the end of the scheduled installation day (5:00 p.m.) The Contractor will be campensated for the number of hours mabilization or on-site work at the cantracted rate per man-hour unit price. The Contractor shall provide a unit price for the installation and rernaval of the covering fabric on a per event basis, as well as an hourly rate per employee required. The City axid contractor will coordinate appropriate irrigation aperations with weather conditions. Should freeze/frost damage occur, the Contractor shall perform remedial work as per unit basis, as directed by the City. 54.18 LEVEL OF SERVICE This location is to be serviced weekly. Repairs to damage or vandalism to be made within 7 working days of reported irregularity. Weekly visits should occur na closer than six and no further than ten calendar days apart. �-��Z•�•�_��L�7►I�T�� Within 24 hours of completing work the contractor shall notify the supervisar assigned to manitor the contract either in person or by phone of said completian. It is acceptable to leave a phone message. Hawever, to make certain the message is received, it is advisable to call between 6:30 a.m. -- 7:30 a.m. or 2:30 p.m. — 3:00 p.m. 54.20 INSPECTION AND APPROVAL Upon receiving notification from the Contractor, the City shall inspect the serviced location the follawing business day. If, upon inspectian, the work speciiied has nat been completed, the City shall contact the Contractor to indicate the necessary corrective xneasures. The Contractor will be given 48 hours from this notification to make appropriate corrections. Tf the work has been completed successfully then the City will pay far services billed. 54.21 SPECIAL CONDITIONS 1. This lacation wiil be newly installed and under warranty by the installer far a six inonth period on plants and 12 month warranty on palms. Landscape installer will coordinate irrigation operation with the Maintenance contractor to assure adequate iz-rigation to the landscape rnaterials. Installer will alsa be responsible for the untying of palm heads/fronds as he fee�s appropriate. 2. All listed acreage or square footage figures are estimates. SectionIV Page 118 of 128 4/11/2011 ' ' 1 ' 1 ' 1 Sectipn IV — Technical Specifications 3. All maintenance shall be perfarmed in a good and warkmanlike manzier, consistent with trade practices and standards which prevail in the industry. 4. The Contractor shall be respon.sible for damage to any plant material or site feature caused by the Contractor ar his/her ernployees. The Contractar shall be natified in writing of the specific nature of the damage and cost of repair. The City shall, at its aption, invaice the Contractar for the payment, or reduce by th� amaunt of the repairs the next regular payment to the Contractor. 5. Occasionally circumstances (standing water, prolonged inclement weather, parked vehicles, etc.) may make all or portions of a location unserviceable during the regular schedule. The Contractor shall notify the City Supervisor of such occurrences, and shall schedule ta perform the required maintenance to the location as soan as the pertaining circumstances are relieved. 55 MILLING OPERATIONS ' 55.1 EQUIPMENT, CONSTRUCTION & MILLED SURFACE 1 1 ' 1 1 � 1 ' 1 ' ' Unless otherwise noted in the specs, plans or this Article, the rnilling operation shall be performed in accordance with Section 327 of FDOT's Standard Speciiications (latest edition). The Contractar shall natify the Project Inspector a minimurn of 24 hours in advance of all milling. 55.2 ADDITIONAL MILLING REQUIREMENTS 1. If the milling machine is equipped with preheating devices, the contractar is responsible t� secure any necessary permits, and for complying with all local, state and federal environrnental regulatians gaverning operatian of this type of equipment. 2. All milled surfaces must be repaved within seven days from the time it was milled, unless otherwise noted in the contract documents. 3. Prior to paving, all milled areas shall be swept with a Municipal type sweeper either of the vacuum or the mechanical type, that picks up and hauls off, dust and dirt (the Broorn Tractor way of sweeping is not be pernutted). The sweeper must be equipped with its own water supply for pre-wetting to minimize dust. Moreover, the Contractor shall sweep debris off of sidewalks, driveways and curbs in addition ta the roadways before leaving the j ab site. 4. In cases where concrete valley swales are present, the adjoining pavement shall be milled ta allow for the new asphalt grade to be flush with the contract surface. 5. The Contractar shall be respansible for removing any asphalt that remains in the curb line and/or median curbs after the milling operation of a street is complete. The cost of this remaval shall be included in the bid item for xnilling. 6. All radius returns on streets to be milled shall also be milled unless othe�rwis� directed by the Engineer, with paym�nt to be included in the bid item for milling. 7. Any leveling or base replacement required after milling shall be applied to sections of the road as noted on the plans, or directed by the Engineer, per Section 330 of FDQT's 2000 Standard Specifications for S-Type resurfacing projects or Section 330 (latest edition) for SectionIV Page 119 of 128 4/11/20l 1 1 - Section IV — Technica] Specifications superpave resurfacing projects. The cost shall be included in the per ton unit cost for asphalt, unless otherwise noted in the project scope and plans. S. Any roadway base material expased as a result af the milling operation shall be primed that same day (unless otherwise directed by the Engineer) per Section 3�0 of FDOT's Standard Speci:�ications (latest edition). Repairs required to said base that result from a failure to place the prime in a timely manner shall be dane to the City's satisfaction, and at the Contractor's expense. No paving of the expased base can commence until the City appxoves the repaired base. The cost of said prime shall be included in the bid item for milling. 9. Prior to the placement of asphalt, the face of all curbs and driveways shall be tacked after the milling operation is complete. E��L�[�al�� _ : _ . All surplus existing materials resulting from milling operations shall remain the property of the City. The transporting and stockpiling of salvageable materials shall be performed by the Contractor. The Contractor shall contact the Public Services Division at (727) 562-4950 to schedule delivery of material. 55.4 DISPOSABLE MATERIALS All surplus materials not claimed by the City shall become the pro�erty of tbe Contractor. The Contractor shall dispose of the material in a timely manner and in accordance with a�l r�gulatory requirernents in areas provided by the Contractor at no additiozaal expense to the City. 55.5 ADJUSTMENT AND LOCATION OF UNDERGROUND UTILITIES All utilities and related structures requiring adjustment shall be located and adjusted by their owners at the owner's expense. The Contractor shall arrange his schedule to allow utility owners the time required for such adjustments (minimum 4$ hours notice per State Statute). All utility adjustments shall be completed prior to the cornrnencement of milling and resurfacing operations. 55.6 ADJUSTMENT OF UTILITY MANHOLES The necessary adjustrnents af sanitary sewer and starmwatex utility manholes and appurtenances shall be accamplished by the Contractox in accordance with Section IV, Article 23.7 of the City's Technical Specifications. ��'/,��]�i�ill��l`[�' There are two types of milling used by the City: A. Wedge — This will consist of milling a six foot wide strip along the curb line of the pavement adjacent to the curb so th� nEw asphalt will align with the original curb height and pavement cross section. B. Full Width — This will consist of milling the entire roadway (i.e. cuxb line/edge of pavement to curb line/edge of pavement). All existing horizontal and vertical geometry shall remain unless otherwise indicated or approved by the Engineer. ' 1 ' ' � ' ' 1 1 1 1 1 � 1 � ' 1 ' SectionIV Page 120 of 128 4/11/2011 ' , 1 i ' ' ' 1 � 1 Section IV — Technical Specifacations 55.8 MILLING OF INTERSECTIONS Intersections, as well as other areas (including radius returns) a.re to be milled and repaved to restore and/or improve the original drainage characteristics. Said work should extend approximately 50 to 100 feet in both directions from the low point of the existing swale. 55.9 BASIS OF MEASUREMENT The quantity to be paid for will be the area milled, in square yards, completed and accepted. 55.10 BASIS OF PAYMENT The unit price for milling shall include: all materials, preparation, hauling, transporting and stockpiling of salvageable materials, disposal of all surplus material, any required milling of radius returns and intersections, prime and/or tack coat either required ar placed at Engineer's discretion, removal of asphalt from curbs, sweeping, labor, equipment, and all incidentals necessary to complete the milling in accordance with the plans and specifications. 56 CLEARING AND GRUBBING The work included in this specification includes the removal and disposal of all structures, appurtenances, asphalt, concrete, curbs, walls, trees, raots, vegetation, boulders, conduits, poles, posts, pipes, inlets, bnxsh, stumps, debris and other obstructians resting on or protruding through the ground surface necessary ta prepare the area for construction. Clearing and grubbing shall be performed in accordance with Section 110 of FDOT's Star�dard ' Specifications (latest editian). Unless otherwise specified in the contract documents, the Contractor shall take ownership of all remaved rnaterial and dispose of them off-site in accoxdance with all Local, State and Federal Requirements. ' 1 ' , 1 � ' 1 1 SS.1 BASIS OF MEASUREMENT The basis of rneasurement shall be either a lurnp surn quantity or the number of acres cleared and grubbed as specified on the plans or directed by the Engineer. 56.2 BASIS OF PAYMENT The pay item for clearing and grubbing shall include: all remaval and disposal of rnaterials and structures as well as all materials, hauling, equipment, tools, labor, leveling of terrain, landscape trimming and all incidentals necessary to complete the work. 57 RIPRAP The work included in this specification includes the constructinn of either sand-cement or rubble riprap as shown on the plans. The riprap shall be constructed per Section 530 of FDOT's Standard Specifications (lastest edition). 57.1 BASIS OF MEASUREMENT The basis of ineasureznent for riprap shall be the volume af sand used in cubic yards for sand- cement, or the dry weight in tons for rubble. SectionlV Page 121 of 128 4/11/2011 Section IV — Technica] Specifications 57.2 BASIS OF PAYMENT The pay item for sand-cement riprap shall include: all materials, testing, labar, graut, hauling, equipment, excavation, backiill, dressing and shaping for placement of sand-cement and all incidentals necessary to complete the work. The pay item for rubble riprap shall include: all materials, required bedding stone, dressing and shaping far placement of bedding stone, �lter fabric, testing, hauling, excavating, backfill, dressing and shaping for placement of rubble, and all incidentals necessary to cornplete the work. No payment will be granted if concrete or stone that exists on-site is used as rubble riprap. ��.��l�ll�l�� '�� This article applies to all City projects located at one of the City's Wastewater Treatment Plants (WWTP) ar Potable Water Reservoirs. �S:T_ _ : � ' ��1T� The Contractor shall be aware that hazardaus rnaterials are used at the WWTP's and the water reservoirs. These may include sodium hypochlorite, gaseous chlorine, sulfur dioxide and ammonia. Potential safety hazards associated with these substances include: • An accidental spill or release can impair respiratory functions and result in severe burns to the skin and eyes. At the pre-construction conference, the contractor will be provided with a copy o� tl�e City of Cleazwater Public Utilities Departtnent Emergency Response Plan, and a copy of the applicable Material Safety Data Sheets. All employees of the contractor and sub-contractor assigned to this job shall be familiar with the content af these documents. 58.2 REQUIRED CONTRACTOR TRAINING Prior to issuance of a notice to proceed, the contractor must submit documentation regarding emplayee safety training relating to the items in Sectian A above. The documentation must include: * Verification that all employees assigned to this job have rec�ived and understood training in the proper work practices necessary to safely perform the job while working around gaseous chlorine and suliur dioxide gas. • The date af the training, and * The means used to verify that the ernployee understoad the training. 59 TRAFFIC SIGNAL EQUIPMENT AND MATERIALS All traiiic signal work shall be performed per the latest editaon of FDOT's Standard Specifications (Sections 603 through 699), unless otherwise specified in the cantract dacuments and plans. This specification iz�cludes, but is not liznited to, the following items: all necessary equipment, materials, guaranties, acceptance �rocedures, signal timings, field tests, grounding, conduit, signal and interconnect cable, span wire assemblies, pull and junction boxes, electrical power service assemblies, poles, signal assemblies, pedestrian assemblies, inductive loop detectors, SectionIV Page 122 of 128 4/] 1/2011 , ' � , 1 ' 1 � 1 � � ' ' ' 1 ' ' 1 , ' 1 Section IV — Technical Specifications pedestrian detectors, traffic contxoller assemblies, controller cabinets and accessories, removal of existing traffic signal equipment, and interr�ally illuminated signs. All traffic signal installations shall be mast arms and conform to the requirennents of FDOT's ' Mast Arm Assembly standard, and shall be signed and sealed by a professional engineer registered in the state of Florida. All mast arm calculations, as well as the geotechnical report, shall also be signed and sealed by a professional engineer registered in the state of Florida. All , mast arm colors shall be determined and approved by the City prior to ordering from the manufacturer. , All traffic signal indicators for vehicles and pedestrians shall be LED's and, approved by both the City and FDOT. In addition to this, all pedestrian signal indicators shall utilize countdown features. ' 1 Contractor changes to the operation af an existing signal is PROHIBITED unless directed by the City's Traffic Engineering Division. 59.1 BASIS OF MEASUREMENT AND PAYMENT The basis of ineasurement and payment shall be specified in the contract documents and/or plans , and shall include all equipment, preparation, materials, testing and incidentals required to complete the work per the plans. 1 1 1 1 1 60 SIGNING AND MARKING All signing and marking work shall be performed per the latest edition of FDOT's Standard Specifications, unless otherwise specified in the contract documents and plans. This specification includes the following work: RPM's (Section 706), painted traffic stripes and markings (Section 710), thermoplastic stripes and markings (Section 711) and tubular delineators/flex posts (Sections 705 and 972). The Cantractor is responsible io ensure that striping is correctly placed. Errors in striping or markings shall be "blacked-out" with paint, unless otherwise directed by the Engineer. No payrnent will be made for these incorrect or "blacked-out" areas. Omissions in striping or markings shall be corrected to the City's satisfaction prior to any payment being made. 60.1 BASIS OF MEASUREMENT AND PAYMENT The basis of rneasurement and payment shall be specified in the contract documents and/or plans ' and shall include all equipment, preparation, rnaterials and incidentals xequired to cornplete the work per the plans. 1 ' ' 1 1 61 ROADWAY LIGHTING All raadway lighting shall be constructed per Sectians 715 and 992 of FDOT's Standard Specifications (latest edition), unless atherwise specified in the contract documents and plans. 61.1 BASIS OF MEASUREMENT AND PAYMENT The basis of ineasurement and payment shall be specified in the contract documents and/or plans and shall include all equipment, materials, testing and incidentals required to complete the work per the plans. SectionIV Page 123 of ] 28 4/11/201 ] Section IV — Technical Specifications 62 TREE PROTECTION 62.1 TREE BARRICADES A. A pratective barrier shall be placed around all protected trees and palms priar ta land preparation or canstructian activities within or adjacent to the work zone, including all staging and/or lay down areas. Protective barriers sha11 be insta.11ed as follows: 1. At or greater than the fttll dripline af all species o:f Mangroves and Cabbage Palrns. 2. At or greater than the full dripline or all protected native pine trees and ather conifer species. 3. At ar greater than two-thirds of the dripline of all other protected species 4. At ar greater than the full dripline of trees within a specimen tr�e stand. B. Pratective barriers are to be constructed using no less than two-inch lumber for upright posts. Upright posts are to be at least four feet in length with a minimum of one foot anchored in the ground. Upright posts are ta be placed at a maximum distance of eight feet apart. Horizantal rails axe to be constructed using no less than one inch by four-inch lumber and shall be securely attached to the top of the upright post. The project City's representative must approve any variation from the above requ�z�ennents. C. Whenever a protective barrier is required, it shall be in place until all construction activity is terminated. The area within the barrier limits shall remain undisturbed by any activity during construction. Native ground cover and understory vegetation existing within the barriers shall remain throughout construction. Exotic plant species may only be removed by manual labor utilizing hand tools or by other means if authorized in writing by the City's representative. D. Prior to the erection af any required protective barrier, all surface fareign material, trash or debris shall be removed from the area enclosed by the barrier, and after erection of the bazrier na such material or litter shall be permittEd to remain within the protected area. No equipment, chemicals, soil deposits or construction materials shall be placed within such protective barriers. E. No signs, building permits, wires, or other attachments of any kind shall be attached to any protected tree or palm. F. At all times, due care shall be taken to protect the critical root zone of trees protected by this section, and root pruning requirements shall apply to such trees. 62.2 ROOT PRUNING A. Where proposed construction irnprovem�nts invalve excavation and/or impacts to the critical root zone of protected trees, the Contractor shall be required to have an International Society of Arboriculture (ISA) certified arborist perform, or directly supervise root pruning to reduce the impacts of construction. The critical root zone is equivalent to the tree's dripline. Prior to any clearing, grubbing or excavation activities, the affected roots must be severed by clean pruning cuts at the paint where grubbing or excavation impacts the roat system. Roots can be pruned utilizing specified root pruning equipment designed for that purpose or by hand digging a trench and pruning roots with a pruning saw, chain saw or other equipment designed for tree pruning. Root pruning by trenching equipment or excavation equiprnent is strictly prohibited. Roots located in the critical root zone that will be irnpacted by ' 1 1 ' 1 t ' ' ' 1 1 1 , ' 1 1 1 ' SectionIV Page 124 of 128 4/11/2011 ' 1 5ection IV — Technical Specifications , construction activities shall be pruned to a minimum depth of 18 inches below existing grade or to the depth of the proposed impact if less than 18 inches fram existing grade. Tim Kurtz, Senior Landscape Architect is the City's Representative on Public Works projects for raot ' Pruning issues and can be reached at (727) 562-4737, or through the construction inspector assigned to the project. ' ' ' ' 1 B. Raot pruning shall anly be prefarmed by or under the direct supervision of an International Saciety ofArboriculture (ISA) certified arborist. C. Any proposed root pruning trenches shall be identified on site (i.e. staked or painted) inspected and approved by the City's representative prior to actual root pruning. D. Root pruning shall be preformed as far in advance of other construction activities as is feasible, but at a minirnum shall be performed prior to ANY impacts to the soil. Associated iree protection measures should be implemented upon completion of said root pruning. E. If there is a likelihood of excessive wind and/or rain exceptional care shall be taken on any roat pruning activities. F. Root pruning shall be limited to a minimum of ten inches per one inch of the trunk diameter fram the tree base. Any exception must be approved by the City's representative prior to said root pruning. G. Raots shall be cut cleanly, as faz fram the trunk of the tree as passible. Raot pruning shall be ' done to a minimum depth of 18" from existing grade, or to the depth of the disturbance if less than 18". H. Root pruning shall be performed using a Dascocil Root Cutting Machine or equivalent. ' Alternate equiprnent or techniques rnust be approved by the City's representative, prior to any work adjacent to trees to be preserved. ' I. Root pruning shall be campleted, inspected and accepted prior to the commencement of any excavation or other impacts to the critical root zones of trees to be protected. J. Excavations in an area where root are present shall not cause the tearing or ripping of tree 1 roots. Roots must frst be cleanly severed prior to continuing with the excavation, or tunneled around to prevent damage to the raot. ' K. Tree roots shall not be exposed to drying aut. Root ends shall be covered with native soil or burlap and kept moist until final backfill or final grades has been established. L. When deemed appropriate (e.g., during periods of drought) the City representative may � require a ternporary irrigation system be utilized in the remaining critical root zones of root pruned trees. ' M. Wl�en undergraund utility lines are to be installed within the critical root zone, ihe root pruning requirement may be waived if the lines are installed via tunneling or directional boring as opposed to open trenching. ' � ' 62.3 PROPER TREE PRUNING A. All tree pruning and/or root pruning on existing trees to remain shall only be preformed by or under the direct supervision of an International Society of Arbariculture (ISA) certified arborist. Furthermore, all tree work shall conform to the American National Standards Institute (ANSI) 2001, American National Standard for tree care operations — Tree, Shrub and other Woody Plant Maintenance -� Standard practices (pruning) ANST A-300. SectionTV Fage 125 of 128 4/] 1/2011 � Section IV — Technical Speci�cations B. Proper pruning techniques for all lateral branches of protected trees are required. Flush cuts (pruning cuts that remove the branch collar) and stub cuts (cuts that leave a stub on the tree) are improper techniques. Any pratected tree that has been improperly pruned will not be recognized as a tree left on the project in a healthy growing conditian, and will require replacement consistent with the current City Codes and Ordinances. C. No protected tree shall have more than 30 percent of its foliage removed. D. No protected tree shall be topped, hat racked or lion-tailed. Any protected tree that has been improperly pruned will not be recognized as a tree left on the praject in a healthy growing conditian, and wxll require replacement consistent with the current City Codes and Ordinances. E. Tree Trunks and limbs shall be protected. The use of tree spikes or other devices that damage trunk and bark tissue on protected trees shall be prohibited_ Any protected tree that has been damaged in such a manner will not be recognized as a tree left on the project in a healthy growing condition, and will require replacement cansistent with the current City Codes and Ordinances. 63 PR�JECT WEB PAGES G3.1 WEB PAGES DESIGN If requested by the City, Engineer shall design the Project Web Site in accordance with the current City Web Site standaxds and styles. Project Web Site should include general project information as: Project Name & Nuanber, Scope description, Lacation, Schedule, and Project Contacts. Note: Occasionally City rnodifies the general design of the City's Web Site, and th� Engineer shall consult the City Webrnaster far the current requirements, before designing or updating the Project Web Pages. 63.2 WEB ACCESSIBILITY GUIDELINES Project Web Pages should conform to the W3C Web Accessibility GuidElines and US Section 508 guidelines whenever possible: htt ://www.w3.or /TRI1999/WAI-WEBCONTENT-19990505/ http://www.section508. a�____v/ In particular, use of variable-width tables, user-adjustable/relative font sizes, ALT text for images, CSS whenever possible, ete. Accessibility should be a priarity over design/aesthetics. G3.3 THE SUN AND WAVES LOGO AND ITS USE The City's Sun and Waves logo should be used for everyday business, on all print and electronic material. It should be used on all internal correspondence, brochures, advertising, vehicles, apparel and signage. It should be used only in the manner presented here, in the propartion shown here, with no alterations. It should not be condensed, lengthened, ar otherwise distorted to fit a space. The logo is approved far use by city departments, and is not to be used by outside vendars without the permission of the City Manager, Assistant City Manag�r or Public Communications office. Electronic versions of the logo should be obtained from the Public Communications. This is for internal use only. 5ectionIV Page 126 of 128 4/11/2011 ' � , ' ' � ' 1 , � � � � 1 ' L! � 1 � ' , ' ' ' ' ' Section IV — Technical Speci�cations 63.4 MAPS AND GRAPHICS Use of maps and graphics is recarnmended to illustrate the project; only approved graphics should be posted to the Project Web Pages. fi3.5 INTERACTIVE FORMS The site should alsa include an interactive farm ar other options to allow Public's input sent back to the City regarding the Project. 63.6 POSTING The site should be presented to the City's Webmaster for review and posting to the City's Web Server. Posting of the Project Web Pages to a different than City's Web server, if approved, should be coardinated with the City's Webmaster for resolving all accessibility and conformity issues. G3.7 WEB PAGES UPDATES Unless otherwise specified and agreed Engineer is respansible for keeping the posted Web Pages ' up-to-date, by sending revisions and updates through the City Praject Manager to the City's Webmaster for posting. , 64 OVERHEAD ELECTRIC LINE CLEARANCE ' 1 ' � 1 LJ 1 ��-1 � 1 1 G4.1 CLEARANCE OPTIONS When working in the vicinity of overhead power lines the Contractor shall utilize one o� the following aptions: Option 1- Having the pawer lines de-energized and visibly grounded. Option 2- Ma.intaining a minimum distance of 20 feet of clearance for voltages up to 350 kV an 50 feet of clearance for valtages more than 350 kV. Option 3- Determine the line voltage and pravide clearance in accordance with the table included in Section 64.2. 64.2 REQUIRED MINIMUM CLEARANCE DISTANCES VULTAGE MINIMUM CLEAR.ANCE DISTANCE (nominal, kV, alternating current) (feet) Up to 50 10 Over 50 to 200 1 S Over 20 to 3S0 20 Over 350 to 500 2S Over 500 to 750 3S SectionIV Page 127 of 128 4/11/2011 Section IV -- Technical Specifications Over 750 to 1,000 45 Over 1000 (as established by the utility owner/aperator or registered professianal engineer who is a qualified person with respect to electric power transmission and distribution) Note: The value ihat follows "to" is up to and includes that value. For example, over 50 to 200 means up ta and including 200kV. SectionIV Page 12$ of 128 4/11/2011 , 1 �� 1 SECTfON IVa SUPPLEMENTARY TECHNICAL SPECIFICATI�NS The Technical Specifications of the Construction Contract; Articles 1 through 63 inclusive; are a part of this contract. , The following supplements modify, change, delete from or add to the Technical Specificatians of the Construction Contract. Where any a.rticle of the Technical Specifications is modified or any pazagraph, subparagraph or clause thereof is modified or deleted by these , supplements, the unaltered provisions of that article, paragraph, subparagraph or clause shall remain in effect. 1 1 , C� MODIFICATIONS TO TECHNICAL SPECIFICATIONS ARTICLES 1-63 Basis for rneasurement and payment for all Articles shall be superseded by Division 01530 in Section IVa Supplemental Technical Specificatians. ARTYCLE 15,19 & 20 Articles 1$, 19 and 20 for Underdrains, 5tortn Sewers, and Sanitary � Sewers and Forcemains respectively shall be used as required ta restore existing utilities that have been impacted dwring the installation. of the reclaimed water rnains. 1 1 � r ' ARTICLE 3- DEFINITION OF TERMS 3 Add to the definition of "Estimated Quantities" the following statement: The basis of payment for work and materials will be the actual amount of work done and materials fwnished. Contractor agrees that he will make no claim far damages, anticipated profits, or otherwise on account of any difference between the amounts of work actually performed and materials actually furnished and the estimated amounts thereof. ARTICLE 6 - CONCRETE 6 Add the following statements- Mixing time: Deliver concrete to site and dischazge within 1-1 /2 hour or ' before 300 revolutions of mixer drum, after introduction of mixing water to cement and aggregates or cement to aggregates. ' 1 LJ For concrete joints: A. General: Provide jaints of types indicated. Hold locations and alignment to within plus 1/4 IN. Finish concrete surface adjacent Greenlea East-West lnterconnect RCW Project Sectian /Va 10-0038-U7' Supplementary Technical Specifications IVa - 1 : C � E. to previous section to within plus ]/8 TN, with tooled aradius of 1/4 IN. Metal keyway joints: Form by installing metal parting strip, left in place. Stake and support like side form. Provide dowels or tie ba.rs where indicated. Weakened plane joints: 1. Tooled joints: Tool groove in freshly placed concrete. Graave dimensions: 3/8 IN at surface and 1/4 IN at root. Canstruction joints: Install at end of day's work or wherever concreting must be interrupted for 30 minutes. Place timber bulkhead full depth of slab, securely staked. Expansion jaints: Place 3/4 TN preformed expansion joints at intervals as indicated and at all junctions with previously placed sidewalks, curb or other structures. Seal sidewalk joints with polyurethane sealant. Finishing concrete: A. As soon as placed, strike aff and screed to crown and cross section, slightly above grad� so that consolidation and �nishing will bring final plan elevations. First pass of fist screed should maintain uniform ridge �ull width. B. Consalidate by vibrating screeds, internal units or a combination. C. Test with 6 PT stra.ightedges, equipped with lang handles and operated from sidewalk. Draw excess water and laitance off from surface. D. Float finish so as to leave no disfiguring marks, but ta p�roduce a uniform granular or sandy texture. Exterior sidewalks at buildings shall receive light broom finish. E. Tool pavement edges with suitable edger. F. Final finish shall equal existing textures and conditians. Curing concrete: A. Cure for 7 days by method applicable to ambient conditions. Apply curing rnedium as soon as possible. Maintain to prevent detrirnental loss of water from surface and edges of concrete during entire curing period. B. Burlap curing: Cover entire surface and edges. Keep cantinuously wet. After rernaval of forms, fold burlap aver back of curb on slab, to subgrade. G Curing compound: Spray on white-pigmented rnembrane forming compound. Use power driven spraying equipment, and spread at rate not to exceed 200 SQ FT/GAL. Concrete surfaces must be moist before application. Recoat, if directed by the Engineer, to eliminate pinholes or holidays. Do not use compound on surfaces to which new concrete is to be banded. Cold and hot weather concreting: 1. Cold weather (comply with ACI-306). Green/ea East-West /nterconnect RCW Project Sectian /Va 10-pp38-UT Supplemenfary Technical Speci�cations lVa - 2 1 C� 1 � Ll 1 1 ' � C_� 1 1 � C� 1 � 1 ' ' , , J 1 � 1 � C� 1 1 ' 1 ' , � r-, � I� 1 r LJ �� a. Cease concrete placing when descending air temperature in shade falls below 40° �. Do nat resuxne until ambient temperature has risen ta 40° F. b. If placing is authorized maintain temperature of mix between 60 and 80° F. Heat ag�regates or water or both. Water temperature may not exceed 175° F; aggregates, 150° F. c. When average daily temperature is below 50° F provide insulative protection of 12 IN zninimum thickness loose dry straw or equivalent, for 10 days. d. Remove and replace all frost injured concrete. e. Never use salt or other antifreeze. Hot weather (camply with ACI-305). a. Cease concrete placing when plastic mix temperature cannot be rnainta.ined under 90° F. b. Aggregates ar water or bath may be cooled. Coal water with crushed ice; aggregates by evaporation or water spray. c. Never batch cement hotter than 160° F. ��s� � c•� � �ca«�:��:�ir.��c•�� 9 Add the following statement- "Any survey monument or benchmark which must be disturbed shall be carefully referenced before removal, and unless otherwise provided for, shall be replaced upon campletion of the work by a Florida registered Professional Surveyor and Mapper (PSM)." ARTICLE 14 - BACKFILL 14 Replace the third paragraph with- "Backiill under all types of paving shall be compacted in layers not ta exceed 6" in thickness unless alternate method is approved by the Engineer. Sackfill shall be a minimum of 98% compaction as deternuned by AASHTO T 180 (Modified Proctor Density Test) to the bottom of pavement." Replace the fourth paragraph with- "Sackfill outside af pavement areas shall be compacted the full depth to the graund surface to a minirnum of 95% compaction as determined by AASHTO T 180 (Modified Proctor Density Test)." Add the following statement, "Backfill for structures shall be in accordance with Division 02200 IVa Supplernental Technical Specifications." ARTICLE 22 — ROADWAY BASE AND SUBGRADE 22 Add the following statements- Green/ea East-West lnterconnect RCW Project Section lVa 10-0038-UT Supplementary Technical Specifications /Va-3 When in Pinellas County ROW: roadway base and subgrade, and all construction methods and workmanship shall conform to the requirements of the Pinellas County, Florida Speciiications for Hot Situminous Mixtures, Plant Methods, Equipment and Construction Methods. When in FDOT ROW: roadway base and subgrade, and all construction methods and workmanship shall conform to the requirements of the FDOT. ARTICLE 23 — ASPHALTIC CONCRETE MATERIALS 23 Add the follawing statements- When in Pinellas County ROW: asphaltic concrete material, and all construction methods and workmanship shall conform to the requirements of the Pinellas County, Florida Specifications for Hot Bituminous Mixtures, Plant Methads, Equipment and Construction Methods. ARTICLE 38 -- EROSION AND SILTATION CONTROL 38 Add the following statement- "See Sedimentation and Erosion Control Notes and Details drawing, which. states "Contractor shall prepare and subrnit a Stormwater Pollution Prevention Plan (SWPPP) and National Pollutant Discharge Elimination System (NPDES) permit in accordance with FDEP criteria for an NPDES construction activities permit. Visit www.dep.state.fl.us/water/stormwater/npdes for more information. Contractor shall obtain a FDEP generic permit for the discharge oi produced groundwater. All soil erosipn and sediment control measures shall be installed prior to disturbance and maintained through project completion." 38.9 Add the following statement- "No additional payment will be made to the Contractor for the re-establishment of erosion control devices which znay become damaged, destroyed, or otherwise rendered unsuitable for their intended function during the construction of the Project. Near completion of the project, when directed by the Engineer, the Cantractor shall dismantle and remove the ternporary devices used for sedirnent control during canstruction. ARTICLE 41— WATER MAINS AND APPURTENANCES Green/ea East-West /nferconnect RCW Project Sect%n /Va 10-0038-UT Supplementary Technical Speci�cations /Va-4 � LJ , � 1 � , 1 l� r 1 ' ' ' L�' ' 1 C� � r 1 �� (� 1 41.2 Article 41.2.2.1 Ductile Iron Pipe shall be superseded by Division 15062 in Section IVa Supplementary Technical Specifications. Article 41.2.2.2 Polyvinyl Chloride (PVC) Pipe shall be superseded by either Section 02610 or Section 02620 in Section TVa Supplementary Technical Specifications. Article 41.2.2.3 Fittings and Joints shall be superseded by Division 15062 in Section IVa Supplementary Technical Specifications. Article 41.2.2.4 Restraint shall be superseded by Division 15062 in Section IVa Supplernentary Technical Specifications. ' Article 41.2.4 Valve Boxes: All valve baxes within roadway right-of- way shall have heavy duty load rating meeting H20 highway traffic loads (16,000 lb wheel laads). 1 , � , 1 ' ' ' �� I � Article 41.3.2.1 Alignment and Grade: The depth of cover over the main shall be a minimum of 36" and a maximum of 60" below finished grade, except where approved by the Owner ta avoid conflicts and obstructions. Article 41.3.2.2 Tnstallation: For push-or► joint connections, cut ends shall be ground smooth and beveled. Article 41.3.3.4 Anchorage: See restrained jaint table in drawings far length of pipe to be restrained. Article 41.4.1 Hydrostatic Tests shall be superseded by Section 02610, 02620 & 15462 in Section TVa Supplementary Technica7 Specifications. Article 41.5.2 Flushing shall be superseded by Section 02610, 02620 & 15062 in Section IVa Supplementary Technical Specifications. ARTICLE 44 — WORK ZONE TRAFFIC CONTROL 44.2 Add the following statement- "Right of Way (ROV� Utilization Pern�its with approved MOT plans and details for Pinellas Caunty ROW have been or will be received by the City. The cantractar is responsible for the MOT requirements within City ROW. See Sectian IV Article 44.4." � 44.5 Article 44.5 shall be superseded by the follawing: The Office af the Traffic Engineer may inspect and monitor the traffic contral plan and traffc control devices of the Cantractor." 1 ARTICLE S6 — CLEARING AND GRUBBING , Green/ea East-West lnterconnecf RCW Project 10-0038-UT ' Section /Va Supplementary Technical Specifications lVa-5 56 Add the following statement- "Strip topsoil to whatever depths encountered, in rnanner to prevent intermingling with underlying subsoil ar abjectionable material. Remove heavy growths of grass before stripping. Where trees are indicated to be left standing, stop to�soil stripping sufficient distance from such trees to prevent damage to rnain root system. Stockpile topsoil where directed. Construct storage piles to freely drain surface water and seed or caver storage piles ta prevent erasion. Do not strip topsoil in waaded areas where no change in grade occurs. Borrow topsoil ta be reasonably free of subsoil, abjects over 2 IN diameter, weeds and roats." Add the following statement- "Disposal of waste materials shall require the removal of all waste materials from site. Da not burn combustible materials on site or bury organic matter on site. All drill cuttings, water or other waste materials caused by the drilling operations which are not required to complete the work shall be removed by the Contractax and disposed of at a location and in a manner in accordance with all Laws and Regulations." The following divisions are included as part of supplemental technical specifications. DIVISIQN 1- GENERAL RE UIREMENTS 01010 Praject Requirements ....................................................... 01010-1 .......................... 01014 Construction Sequence ...............................................................................01014-1 01�40 Coordination ...............................................................................................01040-1 01311 Construction Scheduling .............................................................................01311-1 01630 Measurement and Payment .........................................................................01630-1 DIVISION 2 - SITE W�RK 02071 Directional Baring ......................................................................................02071-1 02610 Certa-Lok FVC Pipe ...................................................................................02610-1 02620 Diamond Lok-21 PVC Pipe ........................................................................02620-1 DIVISION 9 - FINISHES 09900 Painting and Coatings .................................................................................09900-1 DIVISION 1S - MECHANICAL 15062 Ductile Iron Pipe a.nd Fittings .................................•---................................15062-1 Green/ea East West lntercannect RCW Project Section /Va 10-0038-UT Supplementary Technical Specificatfons /Va-6 ll �J ' , � 1 1 , � 1 1 1 ' 1 � 1 �- l � ll ' , 15065 15100 1 1 ' 1 � lJ ' 1 LJ ' L .J 1 1 � J ' 1 TracerWire .................................................................................................15065-1 Valves and Appurtenances ..........................................................................15100-1 END OF SUPPLEMENTARY TECHNICAL SPECIFICATIONS rGr�een/ea East-West lnterconnect RCW Project 1 D-0038-U7' , Sect%n lVa Supplementary Technical Specifications /Va-7 Greenlea East-West Interconnect Reclaimed Water Projec# SECTION 01010 PROJECT REQUIREMENTS PART 1 — GENERAL 1.01 SCOPE OF WORK 1 Bid Set ' A. The work cavered by this Section consists in furnishing all labor, equipment and materials, and in perfarming all operations in connection with construction af the reclaimed water system, and appurtenances, complete and ready for use in accordance with the latest specifications of the American Water Works Association and the applicable plans, and subject to the terms and conditions of the contract. B. Contractor's General Respansibility: The Contractor shall pravide a complete tested and operating system including pipe, pipe fittings, restrained jaints, thrust blocks, valves, valve boxes, services, and appurtenances. C Reclaimed Water System 1. Construction of a reclaimed water system with approximately 21,QQQ linear feet of 4-inch through 12-inch PVC piping. Ductile ir�n or HDPE piping will be used only on the Iocations shawn on the Contract Drawings or as instructed by the Owner's Autharized Project Representative. The Reclaimed water system shall be canstructed either with Certa-Lok PVC pipe (Specificatian 02610 of Sectian IVa — Supplemental Technical Specifications) or Diamond Lok-21 PVC pipe (Specification 02620 of Sectian IVa — Supplemental Technical Specifications). Far additional directians, refer ta Specification 01630 — Measurement and Payment of Sectian IVa — Supplemental Technical Specifications. The method of installatian is horizantal directional drilling. Open cut may be used only when it is impractical to use horizontal directional baring (e.g. when pipeline must be installed in curves) or as shown on the Contract Drawings. All open cut installations proposed by the Contractor must be specifically approved by the Engineer. 2. Specifications: See the apprapriate Technical Sections of these Specifications far detailed information an materials, equipment, and installation. ' ' ' � 1 CJ 1 , ' ' ' , , , ' , Section IV-a 01010-1 ' 1 1 Greenlea East-West Interconnect Reclaimed Water Project Bid Set 3. Service Lines ' a. The Cantractar shall install all reclaimed water service lines, including polyethylene (PE) pipe and PVC sleeves, corporation stop/service line tap assembly, curb stap ' assemblies and Meter boxes installed with reclaimed water service. ' � ' ' 1 1 �J 1 1 1 � 1 ' ' Section IV-a 1 b. The Contractor shall provide all pipe and fittings for service lines. c. Where possible, the Contractor shall set the reclaimed water meter baxes abutting the Customer side of sidewalk and where such location does not conflict with �xisting landscaping, drives, etc. All reclaimed water service cann�ctian lacatians shall be identified an triplicate form and agreed upon by the Contractor and Customer. The Project Inspector shall be present to confirm locations agreed upan between Contractar and Custamer. Contractor shall indicate location of curb stap on the streeUcurb with purple paint near the streeUcurb. Service connection location to be marked with purple stake (or purple paint in paved areas) and caordinated with homeowner. d. All service lines shall be PE pipe installed under pavement by directional baring for far (long) side services and directly installed for near (short) side services by the Contractor. 4. Measurement and Payment: See Section 01630 of Section IVa — Supplemental Technical Specifications far measurement and paym�nt items. 5. TrafFc Cantrol a. The Contractor shall be responsible for providing traffic control in accordance with Specification 44 of Section IV — Technical Specifications. The Cantractor shall be required to provide a Certified Work Zone Traffic Control Supervisor at all times while work is being conducted. Contractor shall be responsible for submitting a Certified Work Zone TrafFc Control Plan for vehicular and pedestrian traffic for the canstruction activities performed along Ke�ne Raad (CR 1) right-of-way to Pinellas County for approval. b. All traffic control wiring and signals encountered in area of construction shall be the responsibility of the Contractor. He 01010-2 Greenlea East-West Interconnect Reclaimed Water Proiect C� [1 Bid Set , shall, at his expense, verify all locations and take necessary precautions to eliminate damage. As-Built Plans a. As-Built Plans (Record Drawings), prepared by and certified by a licensed surveyar, shall be submitted as outlined in Specification 6.11 of Section III -- G�neral Conditions. 7. Pressure Tests: The Contractor is responsible far pressure tests with inspection by the Owner and/or his Project Representative in conformance with the Technical Specifications. 8. Video Tape and Photos of Work Areas: Video tape of all work areas in the Contract will be made by the Contractor prior ta the start of construction. For details see Specificatian 37 af 5ection IV — Technical Specifications. � 10 Erosion Cantral a. Erosion control during construction, including starage and stafFng areas, shall be the responsibility of the Contractar until restoratian is completed. Far details see Specification 38 of Sectian IV — Technical Specificatians. b. The Contractor shall re-establish, at no additianal expense to the City, all erosion control devices, or sections thereaf, which may become damaged, destroyed ar otherwise rendered unsuitable for their intended function during the canstructian of the project. Restoration a. The restoration of driveways, walks, curb, sprinklers, grass, etc. is very important t� the residents in the project work area. The Cantractor is required ta b�gin restoration in a timely manner. Cantractor shall at all times keep the premises free of accumulated wasted materials, rubbish and other debris caused by his work. Far details see Specification 6.5 of Sectian III -- General Canditians. b. The removal and/or replacement of trees and shrubs shall be the responsibility of the Cantractor unless otherwis� noted on the canstruction drawings ar Scape of Work. 1 ' � [� �� ' 1 1 � ' ' � 1 1 , LJ Section IV-a 01010-3 � �I I� �] 1 ' 1 1 1 ' 1 1 , 1 1 � �I , Greenlea East-West Interconnect Reclaimed Water Project Bid Set c. The Contractor will be responsible for the repair of sprinkler systems, private drain lines, etc. as part af the per unit foot cost of pipe. 11 12. Permits a. The City has obtained Pinellas County Right-of-Way Utilization Permit for all County roads. The Contractor shall be responsible for submitting a Certified Work Zon� TrafFic Canfiral Plan for vehicular and pedEStrian traffic for the construction activities performed within Keene Road (CR 1) right-of-way to Pinellas County for appraval. The Cantractor shall comply with all provisians of such permits except for those duties assigned to the Owner. The cost of compliance with the terms and conditions in which the permits are issued shall be included in the variaus Contract items and therefore no separate payment will be made for the cost of complying with permit conditions. b. The Contractor shall obtain, maintain and pay far all ather permits, lic�nses, comply with building and construction cades and ather authorizations required for the prosecution of the work, and bear the cost of all work perFnrmed in compliance with the terms and conditions of such permits, licenses and authorizations, whether by himself or others. For details see Specification 6.8 of Section III — General Conditians. OSHA Regulatians: The Contractor must be aware of and comply with the QSHA regulations regarding all trenching operations. 13. Tracer Wire a. For details see Specification 15065 of Section IVa — Supplemental Technical Specifications. 14. Protection of Adjacent Property: If adjacent property is afFected or endangered by any wark done under this Contract, it shall be the responsibility of the Contractor to take whatever steps are necessary to protect the adjacent property and to cantact the Caunty's Praject Representative. 15. Cannectians to Existing Pipelines: Connections to existing , reclaimed water pipelines shall b� accamplished in as short a time as possible in order to provide existing reclaimed water service and �� Section IV-a 01010-4 1 Greenlea East-West Interconnect Reclaimed Water Project � Bid Set ' with minimal interruption. This work will require notificatian to all affected customers and may require night work. 1.02 QUALITY ASSURANCE A. Laws and Regulations: The Contractar shall give all notices and comply with all laws, ordinances, rules and regulations applicable to the wark. If the Contractor abserves that the Specifiications or Drawings are at variance therewith, the Contractor shall give the Engineer prampt written notice thereof, and any necessary changes shall be adjusted by an apprapriate modificatian. If the Contractar performs any work knowing or having reason ta know that it is contrary to such laws, ordinances, rules and regulations, and without such notice to Engineer, the Contractor shall bear all costs arising there from; hawever, it shall not be the Cantractor's primary responsibility to make certain that the Specifications and Drawings are in accordance with such laws, ordinances, rules and regulatians. 1.03 JQB CONDITIONS A. Taxes: The Contractor shall pay all sales, consumer, use and other similar taxes required to be paid by him in accardance with the law af the place of the praject. B. Resisting Hydrastatic uplifts: The Contractor shall be responsible for protecting structures and facilities fram damage due to hydrostatic uplift from high water levels or directional drilling fluids. C. Existing Structures: The locations for existing underground piping and structures shown on the Drawings were taken fram the available records. The actual locations of the existing underground piping and structures may differ fram that shown on the Drawings. 1.04 OCCUPANCY LJ i � � ' � 1 ' ' C� ' A. Resident Occupancy: All area residents will be in accupancy thraughaut � the period of canstruction. B. Maintenance of Operation: All utilities (i.e. electrical, sanitary, sewer, potable water, gas, cable and stormwater) shall be maintained in aperating condition thraughout construction. Temporary facilities shall be furnished and installed when normal operating procedures are interrupted. Any damages ta existing utilities shall be immediately isolated and repaired ta the satisfaction of the Owner. ' ' 1 1 Section IV-a 01010-5 ' Cl J 1 LJ ' � � � ' Greenlea East-West Interconnect Reclaimed Water Proiect 1.05 CLEANING UP Bid Set A. Contractor shall keep the premises free at all times from accumulations af waste materials and rubbish, Contractor shall provide adequate trash receptacles about the site, and shall pramptly empty the cantainers when filled. B. Contractor shall stockpile all construction materials in a neat and warkman-like manner. Contractor shall promptly remove splattered concrete, asphalt, oil, paint, corrosive liquids and cleaning solutions from surfaces to prevent marring or other damage. C. Volatile wastes shall be properly stored in cavered metal containers and removed daily. D. Wastes shall not be buried or burned on the site or dispased of inta starm drains, sanitary sewers, streams, ar waterways. All wastes shall be removed from the site and disposed af in a manner complying with local ordinances and anti-pollution laws. E. Adequate cleanup will be a condition for recommendation of progress paym�nt applications. � F. Owner shall reserve the right to limit the movement of construction crews when an area is not acceptably cleaned and restored. Delays caused to Contractar because of his negligence in keeping the construction areas ' cleared shall be absorbed by the Contractor at no additional casts to the Owner in time or money. 1 ' , ' ' 1 ' 1 G. The accumulation of dirt, stanes and other excavated materials away from trenches shall be controlled. All dirt shall be clean�d up and nearby paved areas swept prior ta shutdown of daily operations, or as directed by the Engineer. 1.Q6 REFERENCE STANDARDS A. Reference to the standards of any technical society, organization, or associate, or to codes of local or state authorities, shall mean the latest standard, code, specification, or tentative standard adopted and published at the date of receipt of bids, unless specifically stated otherwise. 1.07 ABBREVIATIONS AND SYMBOLS A. Abbreviations used in the Cantract Documents are defined as follows: � AAMA Section IV-a Aluminum Association, Inc. Architectural Aluminum Manufacturers' Association 01010-6 Greenlea East-West Interconnect Reclaimed Water Project Bid Set AASHTO American Association of State Highway and Transportation Officials ACI American Concrete Institute AISI American Iron and Steel Institute AMA Acoustical Materials Association AMCA Air Moving and Conditioning Association, Inc. ANSI American National Standards Institute APA American Plywood Assaciation ASAE American Society af Agricultural Engineers ASCE American Society of Civil Engineers ASHRAE American Society af Heating Refrigerating and Air Conditioning ASME American 5ociety of Mechanical Engineers ASSE American Society af Sanitary Engineering ASTM American Society for Testing and Materials AWG American Wire Gauge AWMA Aluminum Window Manufacturer's Association AWS American Welding Society AWWA American Water Warks Association CFR Code of Federal Regulations CISPI Cast Iron Soil Pipe Institute CRSI Concrete Reinfarcing Steel Institute CS Commercial Standards and National Bureau of Standards DEP Department of Enviranmental Protection (Florida) DOT Department of Transportation (Florida) EPA Environmental Protection Agency FAC Flarid� Administrative Code FedSpec Federal Specificatians HI Standards of Hydraulic Institute IBBM Iron Body, Bronzed Mounted IEEE Institute of Electrical and Electronics Engineers IPS Iron Pipe Size MIL Military Specification NAAMM National Assaciation of Architectural Metal Manufacturers NBFU National Board of Fire Underwriters NEC National Electrical Code NEMA National Electrical Manufacturers Association NFPA National Fire Pratection Assaciation NPT National Pipe Thread NWMA National Woodwork Manufacturers' Association PCA Partland Cement Association PCI Prestressed Concrete Institute SBC Standard Building Code (SBCCI) SBCCI Southern Building Code Congress International, Inc. ' ��' � 1 L.� L_ � l� , � 1 ' C� � � ' , LJ Section IV-a 0101�-7 , � � � � � � �J � ' ' , 1 ' � , � � � 1 Greenlea East-West Interconnect Reclaimed Water Proiect SDI Steel Door Institute SFPC Standard Fire Prevention Code (SBCCI) SGC Standard Gas Code (SBCCI) SJI Steel Joist Institute SMACCNA Sheet Metal and Air Conditioning Contractars' National Association SMC Standard Mechanical Cade (SBCCI) SPC Standard Plumbing Code (SBCCI) SPIB Sauthern Pine Inspection Bureau SSPC Steel Structures Painting Council TCA Title Council of America UL Underwriters' Labarataries 1.08 SITE ADMINISTRATIQN Bid Set A. Contractor shall be r�sponsible for all areas of the site used by him, and all Subcontractors in the performanc� of the Work. He will exert full cantrol over the actions af all employees and other persons with respect to the use and preservation of property and existing facilities, except such controls as may be specifically reserved to Owner or others. Contractor has the right to exclude from the site all persons who have na purpase related to the Work or its inspection, and may require all persons on the site (except awner's employees) to abserve the same regulations as he requires of his employe�s. 1.�9 PROTECTION OF EXISTING UTILITIES AND STRUCTURES A. The locations of underground facilities shawn an the project plans are based on the most accurate information available at the time the plans where prepared. B. The Cantractor is required to give all utility agencies a minimum of 48 hours notice prior to start of work. The natification shall be made either to the Utility Notification Center (1-800-432-4770) or the individual Utilities in the ev�nt that they do not participate in this s�rvice. The Utilities in turn shall field lacate their facilities and provide markings to serve as reference to the cantractor. C. The Cantractor shall furnish all temporary support, adequate pratectian, and maintenance af all underground and surface utilities, storm sewers, sanitary sewers, overhead cables and pales, and any other obstruction encountered in the progress af the work. The methods and techniques used by the Cantractor to protect and maintain utilities and their service connections shall be subject to the prior appraval of the Engineer. Section IV-a 01010-8 � Greenlea East-West Interconnect Reclaimed Water Project � Bid Set ' D. The Contractor shall use caution to avoid damage thereto and shall be responsible for the locatian of and any damage to all underground ducts, conduits, pipes, structures, etc. Any Utility damaged by negligence af the Contractor will be repaired by the utility having jurisdiction and the cost ofi such repairs shall b� borne by the Contractor. 1.10 PROTECTION, REMOVAL AND REPLACEMENT OF TREES AND SHRUBS A. The Contractor shall comply with all local tree ordinances. When, in the opinion of the Engineer, trees ar shrubs can be protected in place, the Contractor shall endeavor to protect the tre�s or shrubs as necessary. When, in the opinion of the Engineer, trees must be removed to permit construction, the contractar shall consider the price for removing, cutting, trimming, replacing trees and shrubs incidental to the laying of pipe and no additianal payment shall be made unless specifically called for on the plans or contract dacuments. All this work must be coordinated with the City Arborist. B. The Contractor is respansible for acquiring nec�ssary permits and replacing trees as required by lacal ordinances and th� City of Clearwater Planning Department when it is necessary to trim or cut a branch or raat prune from a tree. The Contractar shall provide the services of an approved tree specialist when it is necessary to trim or cut a branch from a tree. � 1 � � �� ' � , C. For details see Specification 62 of Section IV -- Technical Specifications. , 1,11 SAFETY REQUIREMENTS � TRENCH SAFETY ACT 1. By submission of his bid and subsequent execution af this Contract, the Contractor certifies that all trench excavation done within his cantrol in excess of 5 feet in depth shall be done in accardance with Occupational Safety and Health Administration's (OSHA) trench excavation safety standards contained in 29 C.F.R., s. 1926.650, Subpart P, including all subsequent revisians or updates to these standards and adopted by the Department of Labor and Employment Security. 2. The Contractor also agrees that he has obtained ar will obtain identical certification from his proposed Subcontractors that will perForm trench excavation prior to award of the subcontracts and that he will retain such certifications in his files for a period af not less than three years following final acceptance. ' �� Section IV-a 01010-9 � , 1 ' � , 1 t � � ' , � ' ' � � 1 � Greenlea East-West Interconnect Reclaimed Water Proj�ct Bid Set 3. The Contractor shall cansider all available geotechnical infarmation in his design of the trench excavation safety system. 4. The Cantractar performing trench excavation shall adhere to OSHA trench excavatian safety standards and special shoring requirements for trench excavation, if any, af the State or other political subdivisions. Inspections required by QSHA trench excavation safety standards shall be provided by the Contractor. B. Hard Hats: Hard hats shall be worn at the work site by all personnel as required by all lacal, state and federal guidelines. The Engineer is authorized ta halt the wark if this requirement is not met 1.12 NQISE LEVELS A. Sound levels measured by the City personnel shall not exceed 65 dBA 6:00 PM to 7:00 AM ar $0 dBA 7:00 AM to 6:�0 PM. This sound level ta be measured at the property line of the nearest residence. Sound levels in excess of these values are sufficient cause to have the work halted until equipment can be quieted to these levels. Wark stoppage by the City far excessive noise shall not relieve the Contractor of the other portions of this specificatian including, but not limited to contract time and contract price. B. If mufflers cannot achieve the necessary nais� reduction, noise abatement shall be accamplished by the Contractor's installation of baff1es (or other acceptable means) positioned to break line-of-sight from the noise source to affected residences and/or commercial structures. Minimum naise abatement measures shall consist of equipping all engines with hospital grade mufFlers or silencers. 1.13 WATER FOR HDD, FLUSHING, TESTING, AND OTNER USES A. The Contractor will be responsible for providing all temporary lin�s to the work areas. The City will furnish a water meter and backflaw prevention device required for the connection to the fire hydrant(s) for use in the Horizontal Directional Drilling (HDD) operations. The City will deliver and install the device after receiving paymenUset-up account upon 48 haurs natice. The City will remave and retain awnership of the device following HDD operations. The Contractor shall reimburse the City for the cast af all water used in accardance with current water rates. 1.14 AMMENDMENTS TO CITY SPECIFICATION SECTIONS A. Specification 23.3 of Section IV — Technical Specifications is amended and shall read: All asphalt mix designs shall conform to the requirements of Sections 331 and 337 of FDOT's 2000 Standard Specifications. All Section IV-a �1010-10 � Greenlea East-West Interconnect Reclaimed Water Proi�ct Bid Set asphalt mix designs shall be approved by the Engineer PRIOR to the commencement of the paving operation. UP TO 25% OF THE ASPHALTIC CONCRETE MIXES MAY BE RECLAIMED ASPHALT PAVEMENT (RAP) MATERIAL. END OF SECTION Section IV-a 01010-11 � Greenlea East-West Interconnect Reclaimed Water Proiect ' 1 1 LJ 1 ' ' LJ 1 , , ' � 1 �� 1 SECTION 01014 CONSTRUCTION SEQUENCE PART 1 — GENERAL 1.01 DESCRIPTION Bid Set A. Various interconnections within the existing reclaimed system will depend an the apening / closure of various valves. Many af these valves may nat function properly, CONTRACTOR shall coordinate with th� ENGINEER and with the OWNER prior to attempting any such opening/closure and will pravide any corrective measure of temporary facilities to p�rform the work at no additional cost ta the OWNER and without interrupting the existing reclaimed wat�r system. B. Reclaimed water is available at the project site and may be used for hydrostatic testing of the new pipelines at na cost to the CONTRACTOR. C. During Start-Up Testing, CONTRACTOR shauld make available the manpower, equipment and manufacturer's representatives required to make any necessary testing, adjustments and training of OWNER'S personnel. OWNER shall be responsible for delivery af reclaimed water ta the new system as necessary during testing. 1.02 CONSTRUCTION CONSTRAINTS Section IV-a 1 The following is a list of constraints to consider in developing the overall plan of construction. This list is not intended to release the CONTRACTOR from responsibility to coordinate the work in any manner which will ensure project completion within the time allowed. The CONTRACTOR shall only have ane (1) directional drill crew performing the wark along Keene Road (County Road 1) at any given time. The bare entrance/exit pits are shawn on the drawings and shall be adhered to in accordance with the contract documents and Pinellas County Right-af-Way Use Permit. Once all fittings, valves and pipeline tie-ins are complete in the bore entrance/exit pit, the backfill, compaction and final restoratian work shall begin immediately thereafter. Only two (2) bore pits (one entrance pit and one exit pit) shall be open at any given time. As shown on the drawings, the cantractor is responsible for the design of the bare entrance and exit pits and a Certified Work Zone Traffic Control Plan. Both designs shall be signed and sealed by a Professianal Engineer registered in the State of Florida. Cantractor shall be responsible for submitting the Certified Wark Zone Traffic Control Plan for vehicular and 01014-1 Greenlea East-West Interconnect Reclaimed Water Proiect Bid Set pedestrian traffic for the canstruction activities perFormed along Keene Road (CR 1) right-of-way to Pinellas County ta abtain final Right-of Way Utilization Permit approval. The crew work shall include but not be limited to pipeline installation, pigging, testing, tie-ins, sheeting, shoring, dewatering, asphalt restoration, sidewalk restaration, curb restoration, driveway restoration and sad restoration. PART 2 — PRODUCTS (NOT USED) PART 3 — EXECUTION (NOT USED) END QF SECTION Section IV-a 01014-2 ' ' L� � 1 � 1 L� C� Greenlea East-West Interconnect Reclaimed Water Project Bid Set SECTION Q104� COORDINATION PART 1 — GENERAL 1.01 PROJECT C�ORDINATION A. The Contractor shall pravide for the complete caordination of the constructian efforts. This shall include but nat necessarily be limited to coordination of the following: 1. The work of subcantractors. 2. The procurement of material and equipment from suppliers. 3. The caardination with public and private utility companies. 4. The coordinatian with the City where tie-ins ta existing facilities are required. 5. The coordination with independent testing agencies. B. Pinellas County Schools � 1. Work at and in the vicinity of Sandy Lane Elementary School and Calvin Hunsinger Schaol (Sheet 11) shall commence during the following time frames: ' a. 2011 Thanksgiving Holiday Navember 21 — 25, 2011. b. 2011 Winter Holiday December 19, 2011 -- January 2, 2012. ' c. 2012 Spring Holiday March 26 — 30, 2012. d. 2012 Summer Break beginning June 8, 2012. � 1 1 , � , Section IV-a , C 2. The Contractor and his subcantractors that will be working on Pinellas County School Grounds will be required to meet Level 2 screening requirements as described in sectian 1012.32 Florida Statues which involves fingerprinting followed by a statewide criminal and juvenile records check through the Florida Department of Law Enforcement (FDLE), and federal criminal recards check through the Federal Bureau of Investigation. Level 2 screening may also include local criminal records ch�cks through local law enforcement agencies. Visit http://www.pcsbrlahome.html for more information including screening appaintments and costs. Work within Pinellas County Right-of-Way shall be coordinated as required by the Right-of-Way Utilization Permit. 01040-1 Greenlea East-West Interconnect Reclaimed Water Project Bid Set D. The Contractor shall provide access to all public and private properties by their Owners when construction is blacking off the accesses to the properties. There shall be na canstruction work causing service interruptions to utility custamers, unless advance written approval is secured fram the affected utility authority. PART 2 — PRODUCTS (NOT USED) PART 3 — EXECUTION (NOT USED) END pF SECTION Section IV-a 01040-2 1 , � � � ' 1 � �� 1 i 1 �� Greenlea East-West Interconnect Reclaimed Water Project Bid Set SECTION 01311 CONSTRUCTION SCHEDULING PART 1 — GENERAL 1.01 PROGRAM DESCRIPTION A. A Critical Path Method (CPM) constructian schedule shall be used ta cantrol the wark of this Contract and to provide a definitive basis far determining job progress. The construction schedule shall be prepared by the Contractor. All work shall be done in accordance with the established CPM schedule and the Cantractor and his/her subcontractors shall be responsible for cooperating fully with the Engine�r and the Owner in effectively utilizing the CPM schedule. B. The CPM schedule to be prepared and submitted by the Contractor shall cansist of a CPM network (diagram of activities) and a camputer-generated schedule (print-out) as specified herein. The format shall be the activity-on-node precedence network. C. Develap the outline of the work and prepare a proposed CPM schedule The computer-based schedule shall be the product of a recagnized commercial computer software producer and shall meet all af the requirements defined herein. 1.02 QUALIFICATI�NS A. Have the capability of preparing and utilizing the specified CPM scheduling technique. A statement of CPM capability shall be submitted in writing to the Engineer within 15 days after the award of the Contract and will verify that either the Contractor's organization has in-house capability qualified to use the technique or that the Cantractar employs a consultant who is so qualified. Capability shall be verified by description of the construction projects to which the Contractor or his/her consultant has successfully applied the CPM scheduling technique and which were controlled throughout the duratian of the project by means of systematic use and updating of a computer-based CPM schedule. The submittal shall include the name of the individual on the Contractor's staff who will be respansible for the CPM schedule and for providing the required updating information. ' Section IV-a � 01311-1 Greenlea East-West Interconnect Reclaimed Water Project Bid Set 1.03 NETWORK REQUIREMENTS A. The network shall show the order and inter-dependence of activities and the sequence in which the work is to be accomplished as planned by the Contractor. The basic concept of a network analysis diagram shall be followed to show how the start af a given activity is dependent on the campletion af preceding activities and its completion restricts the start of following activities. B. Detailed network activities shall include: construction activities, the submittal and approval of samples of materials and shop drawings, the pracurement of materials and equipment, fabrication af materials and equipment and their delivery, installation and testing, start-up and training. To the extent feasible, activities related to a sp�cific physical area of the work shall be grouped on the network far ease of understanding and simplification. C. Separate activities shall be provid�d for each significant identifiable function in each trade area in each facility. Activities shall be sa identified that there will be no reasonable doubt as to how much wark remains on each. D. Each activity an the network shall have the following indicated on the NODE representing it. 1. A single duration (i.e., the single best estimate af elapsed time considering the scape of the work involved in the activity and the resaurces planned for accamplishing the activity) expr�ssed in working days. 2. A brief description of the activity. E. The selection and number af activities shall be subject to the Engineer's approval. The detailed network need not be time scaled but shall be drafted to show a continuous flow from left to right with no flow fram right to left. In addition to the brief description, submit a separate list of all activities containing a detailed narrative of th� scope of each activity, including the trades and subcontractors involved and the number of man-hours estimated. F. Ta the extent that the network or any revisian thereaf shows anything not jointly agreed upon or fails to show anything jointly agreed upon, it shall not be deemed to have been approved by the Engineer. Failure to include on a network any element of work required for the performance of this Contract shall not excuse the Contractor from completing all work required within any applicable campletion date, notwithstanding the review of the network by the Engineer. � L 1 i � , , ' � ' '� J , � ' � � �� ' Section IV-a 01311-2 ' 1 , � � ' � � ' 1 1 1 ' � 1 L_J ' � Greenlea East-West Interconnect Reclaimed Water Project Bid Set G. Except where earlier completions are specified, CPM schedules which shaw completian of all work priar ta the cantract completion date may be approved by the Engineer but in na event shall they be acceptable as a basis for claim for delay against the Owner by the Contractor. 1.p4 COMPUTER-GENERATED SCHEDULE REQUIREMENTS A. Each camputer-generated schedule submittal from the CPM activity network shall include the following tabulations: a list of activities in numerical order, a list of activity precedences, a schedule sequenced by Early Start Date and a schedule sequenced by Total Flaat. Each schedule shall include the following minimum items: 1. Activity numbers 2. Estimated duration 3. Activity description 4. Early start date (calendar dated) 5. Early finish date (calendar dated) 6. Latest allowable start date (calendar dated) 7. Latest allawable finish date (calendar dated) 8. Status (whether critical) 9. Total float and free float B. In addition, each schedule shall be prefaced with the follawing summary data: 1. Contract name and number 2 3 4 5 Contractor's Name Contract duration Contract schedule The effective or starting date of the schedule (the date indicated in the Natice to Proceed). C. The work day to calendar date correlation shall be based on an 8-hour day and 40-hour week with adequate allowance far holidays, adverse weather and all other special requirements of the work. 1.05 INITIAL CQNFERENCE ' Section IV-a � D1311-3 Greenlea East-West Interconnect Reclaimed Water Project Bid Set A. Within 15 days following the receipt of the Notice to Proceed, meet with the Engine�r to discuss and agree on the proposed standards for the CPM schedule. At this conference submit to the Engine�r a preliminary network defining the planned operations during the first 60 calendar days after Notice to Praceed. The general approach far the balance of the praject shall be indicated. 1.06 APPROVED CPM SCHEDULE A. Within 45 days following the receipt of the Notice to Praceed, submit two prints of the proposed CPM activity network and a computer-generated schedule to th� Engineer. Following review by the Engineer, the Contractor shall incorparate the Engineer's comments into the n�twork and submit five prints and iwo reproducible of the revised neiwork and two copies af the computer-generated schedule. This final submittal shall be delivered to the Engineer within 60 days after the Notice to Proceed. B. CPM schedules which contain activities showing negative flaat ar which extend beyond the contract completian date in the computer- generated schedule will not be approved. C. Participate in the initial review and evaluation of the proposed netwark diagram and schedule by the Engineer. The approved neiwork shall then be the approved CPM schedule to be used for planning, organizing and directing the work, and reporting progress. D. Approval of the CPM activity network by the Engineer is advisory anly and shall not relieve the Contractor of responsibility for accamplishing the work within the contract campletion date. Omissions and errars in the approved CPM schedule shall not excuse performance less than that required by the Cantract. Approval by the Engineer in no way makes the Engineer an insurer of the CPM schedule's success or liable for time or cost averruns flowing fram its shortcomings. The Owner hereby disclaims any obligatian or liability by reasan of approval by its agent, the Engineer, of the CPM schedule. 1.07 PROGRESS REPORTING A. Progress under the approved CPM schedule shall be evaluated monthly by the Cantractor and the Engineer. Nat less than 7 days prior to each monthly progress meeting, they shall meet at the jobsite and jaintly evaluate the status of each activity an which work has started or is due to start, based on the preceding CPM schedule; ta shaw actual progress, to identify thase activities started and those completed during the previous period, to show the estimated tim� required to complete or the percent complete of each activity �1 � ' � � ' 1 � 1 1 � @J � � � ' � � l._J Section IV-a 01311-4 � �i � , � ' 1 1 ' � ' Gr�enlea East-West Interconnect Reclaimed Water Project Bid Set started but not yet completed and to reflect any changes indicated for the network. Activities shall not be considered to be complete until they are, in fact, 100 percent camplete. B. At each progress meeting, submit a narrative r�port based on the CPM schedule evaluation described above, in a format agreed upon by the Contractor and the Engineer. The report shall include a description of the progress during the previous periad in terms of completed activities, an explanation of each activity which is showing a delay, a description of prablem areas, current and anticipated delaying factars and their estimated impact on perfarmance of other activities and completion dates and an explanation of corrective action taken or proposed. This report, as well as the CPM Status Report, will be discussed at each progress meeting. 1.08 RESPONSIBILITY FOR SCHEDULE COMPLIANCE A. Whenever it becomes apparent from the current CPM schedule and CPM Status Report that delays to the critical path have resulted and the contract completion date will not be met, or wh�n sa directed by the Engineer, take same or all of the following actions at na additional cost ta the �wner. Submit to the Engin�er for approval, a written statement of the steps intended to take ta remove ar arrest the delay to the critical path in the approved schedule. Increase construction manpower in such quantities and crafts as will substantially eliminate the backlog of work. 2. Increase the number of working hours per shift, shiits per day, working ' days per wsek, the amount of construction equipment, or any combination of the foregoing, sufficiently to substantially eliminate the backlog of work. � �] (� , � 3. Reschedule activities to achieve maximum practical concurrence of accomplishment of activities and camply with the revised schedule. B. If when so requested by the Engineer, failure to submit a written statement af the steps intended to take or should fail to take such steps as approved by the Engineer, the Engineer may direct the Contractor to increase the level of efFort in man-power (trades), equipment and work schedule (avertime, weekend and haliday work, etc) to be employed by the Contractor in arder to remave or arrest the delay to the critical path in the appraved schedule and the Contractor shall pramptly pravide such level of efFort at no additional cost ta the Owner. 1.09 ADJUSTMENT OF CONTRACT SCHEDULE AND COMPLETION TIME , Section IV-a l� Q1311-5 Greenlea East-West Interconnect Reclaimed Wa#er Project Bid Set A. If the Contractor desires t� make changes in his/her method of op�rating which afFect the approved CPM schedule, he/she shall natify the Engineer in writing stating what changes are proposed and the reason for the change. If the Engineer approves these changes, the Contractor shall revise and submit for approval, without additional cost to the Owner, all of the afFected partians of the CPM network. The CPM schedule shall be adjusted by the Contractor only after prior approval of his/her proposed changes by the Engineer. Adjustments may consist of changing portions of the activity sequ�nce, activity durations, division of appraved activities, or other adjustments as may be appraved by the Engineer. The additian af extraneous, non-working activities and activities which add unapproved restraints to the CPM schedule shall not be approved. B. If the completian of any activity, whether ar not critical, falls more than 100 percent behind its appraved duration, submit far appraval a schedule adjustment showing each such activity divided into finra activities reflecting completed versus uncompleted wark. C. Shop drawings which are nat approved on the first submittal nr within the schedule time and equipment which da not pass the specified tests shall be immediately rescheduled. D. The contract completion time will be adjusted only for causes specified in this Contract. In the event the Contractor requests an extension of any contract completion date, he/she shall furnish such justification and supporting evidence as the Engineer may deem necessary ta d�termine whether the Cantractar is entitled to an extensian of time under the pravisions of this Contract. The Engineer will, after receipt of such justifiication and supporting evidence, make findings of fact and will advise the Contractor in writing thereof. If the Engineer finds that the Contractor is entitled to any extension of any contract completion date, the Engineer's determination as to the total number of days extension shall be based upan the currently appraved CPM schedule and on all data relevant to the extension. Such data shall be included in the next updating af the schedul�. Actual delays in activities which, according to the CPM schedule, do not affect any contract completion date shown by the critical path in the network will nat be the basis for a change therein. E. Each request for change in any contract campletion date shall be submitted by the Contractor to the Engineer within 30 days after the beginning af the d�lay far which a time ext�nsion is requested but before the date of final payment under this Cantract. No time extensian will be granted for requests which are not submitted within the foregoing time limit. � � LJ �] 1 , � 1 � r � r � , � � �� Section IV-a 01311-6 1 I� _� LJ C_� L _� , 1 � � , � 1 r � L� 1 1 � Greenlea East-West Interconnect Reclaimed Water Project Bid Set From time ta time it may be necessary for the contract schedule or completion time to be adjusted by the Owner to reflect the effects of job conditians, weather, technical difficulties, strikes, unavaidable delays on the part of the Owner or its representatives and other unforeseeable conditions which may indicate schedule adjustments or completion time extensions. Under such canditions, the Engineer will direct the Cantractor to reschedule the work ar contract completion time to reflect the changed conditions and the Contractor shall revise his/her schedule accordingly. Na additional compensation will be made ta the Cantractor for such schedule changes except for unavoidable overall contract time extensions beyond th� actual completion of all unafFected wark, in which case the Contractar shall take all passible action to minimize any time extension and any additional cost to the Owner. Available float time in the CPM schedule may be used by the Owner as defined by the Engineer, as well as by the Contractor. F. The �wner controls the float time in the approved CPM network and, therefore, without obligation to extend either the overall campletian date or any intermediate completian dates set out in the CPM network, the Owner may initiate changes to the work that absorb float time only. Owner initiat�d changes that affect the critical path on th� appraved CPM netwark shall be the sole graunds far extending (or cantracting) said completion dates. Contractor-initiated changes that encroach on the float time identified in the approved CPM neiwork may be accomplished with the Ownsr's concurrence. Such changes, however, shall give way to Owner-initiated changes competing for the same float time. , Section IV-a ' END OF SECTIDN 01311-7 Greenlea East-West Interconnec# Reclaimed Water Pro�ct Bid Set SECTION 0163Q MEASUREMENT AND PAYMENT PART 1 �ENERAL 1.01 SCOPE A. This section supersedes all measurement and payment paragraphs from Section IV — Technical Specifications. It covers methods af m�asurement and payment for items of Work under the Contract. 1.02 GENERAL A. The tatal Bid Price shall caver all Work required by the Contract Documents. All costs in connection with the proper and successful campletion of the Work, including furnishing all mat�rials, equipment, supplies, and appurtenances; providing all constructian equipment and tools; and perFarming all necessary labor and supervision to fully complete the Work, shall be included in the lump sum and unit prices bid. All Work not specifically set forth as a pay item in the Bid Form shall be considered a subsidiary abligation of Contractor and all costs in cannection therewith shall be included in th� prices bid. B. Th� successful low bidder for the Work will be determined based on the amaunt in the Total Project Cost (Bid Items 1-37) fram the Bid Tab Table included in Sectian V— Contract Documents. 1.3 ESTIMATED QUANTITIES A. All estimated quantities stipulated in the Bid Form or other Contract Documents are appraximate and are ta be used only (a) as a basis for estimating the probable cost of the Wark and (b) far the purpose of comparing the bids submitted for the Work. The actual amaunts af work done and materials furnished under unit price items may differ from the estimated quantities. The basis of payment for work and mat�rials will be the actual amount af work done and materials furnished. Contractar agrees that he will make no claim for damages, anticipated profits, or otherwise on account of any difference between the amounts of work actually perfarmed and materials actually furnished and the estimated amounts thereof, as described in the supplementary conditions. 1.4 EXCAVATIpN � The lump sum price bid for each item of Work, which involves excavation or trenching, shall include all costs for such Work. No direct payment shall Cl ' , � � 1 �J � , C� �J �� L� � � �.1 � �� Section IV-a 01630-1 , r � J , � � � , , L� Greenlea East-West Interconnect Reclaimed Water Pro�ct Bid Set be made for excavation or trenching. All excavation is unclassified and there shall be no separate payment for excavation of rock or for backfill where rock is excavated below subgrade. 1.5 TAXES AND PERMITS A. The Bidder's attention is directed to the fact that the tax laws af th� State of Florida, including but not limited to Chapter 212, Florida Statutes, apply to this bid matter and that all applicable tax�s and fees shall be deemed ta have been included in Bidder's praposal. 1.6 RETAINAGE A. Refer to Agreement. 1.7 MEASUREMENT AND PAYMENT A. Bid Items for the Greenlea Est-West Interconnect Reclaimed Water Praj�ct: 1 1 1 � � � , , � � Section IV-a 1 1. Bid Item No. 1— Mobilization a. Description: The work specified in this Bid Item cansists af the preparatory work and operatians in mabilizing for beginning wark an the praject, including, but not limited to, those supplies and incidentals ta the project site, and for the establishment of temporary offices, buildings, safety equipment and first aid supplies, sanitary and other facilities, as required by these specifications, and State and local laws and regulations. The costs of bonds and any required insurance, general conditions and indemnifications, and any other pre-construction expense necessary for the start af the work, excluding the cost of construction materials, shall also be included in this Section. This Bid Item will include mobilization and demobilization for all parts or phases af the total project. The bid price shall not exceed three and one- half (3.5) percent of th� total bid. b. Measurement: The quantity of mobilization to be paid for under this Item shall be measured as one lump sum quantity. Partial payments will be made therefore in accordance with the following: 01630-2 Greenlea East-West Interconnect Reclaim�d Water Pro�ct Bid Set 2 Percent of Original Contract Amount Earned 5 10 25 50 Allawable Percent of Lump Sum Price for the Item 25 50 75 100 CJ � , � � c. Payment: The quantities, as det�rmined above, shall be paid for at the cantract lump sum price set out in the � Praposal, which price and payment constitutes full compensation for all the wark described herein. d. Payment shall be made under: � Item No. 1— Mobilization (3.5% Max.) Lump Sum Bid Item No. 2— Maintenance of TrafFc a. Description: The work specifiied in this Bid Item consists of maintaining traffic within the limits of the proj�ct for the duration of the construction period including any temporary suspensions of the wark. It shall include the constructian and maintenance of any necessary detaur facilities; the praviding of necessary facilities for access to residences, schools, businesses, etc. along the project; the furnishing, installing and maintaining of trafFc control and safety devices during construction, the control of dust, and any ather special requirements far safe and expeditious movement af traffic as may be called for an th� Contract Drawings. The term, Maintenance of Traffic, as used herein, shall include all of such fiacilities, devices and operations as are required for the safety and convenience af the public as well as for minimizing public nuisance, and as specified in Specification 44 of Section IV — Technical Specifications. This Bid Item shall also include the cast for the phased Maintanance of Traffic plans far the work along Keene Road (County Road 1). These Maintenance of Traffic plans shall be signed and sealed by a Professianal Engineer registered in the State af Florida. The Maintenance of Traffic plan shall indicate phasing of the construction alang Keene Road. Only one (1) horizontal directional drilling crew may work in the Keene Road right-af-way at any given time. Turning lanes may be closed to traffic. Travel lanes shall remain open at all times with the exception of wekkends betwe�n the hours of 8 am �J � � , 1 � �� , �. � Section IV-a 01630-3 � u � r� [J � 1 1 �� 1 �� 1 L� � , �� , 1 Greenlea East-West Interconnect Reclaimed Water Pro�ct Bid Set Section IV-a ' 3 and 5 pm. The bid price shall not exceed five (5) percent af the bid total for the total project. If the Contractar's cost for Maintenance of Traffic is greater than the maximum allowed, then the additianal cost shall be included in the cost for other items of work far the project. b. Measurement: The quantity of Maintenance of Traffic to be paid for under this Item shall be measured as ane lump sum quantity. Partial payments will be pro-rated throughout the duratian af construction of this Project. c. Payment: The quantities, as determined above, shall be paid for at the cantract lump sum price set out in the Proposal, which price and payment constitutes full campensation for all the work described herein. d. Payment shall be made under: • Item No. 2-- Maintenance af Traffic (5% Max.) Lump Sum Bid Items Nos. 3, 4, 5, 6- F8�1 PVC Pipe by Horizontal Directianal Drill a. Description: These Bid Items describe measurement and payment for PVC reclaimed water pipe (Certa-Lak or Diamond Lok-21) installed by directional boring. The pay quantities for the work specified under this Section shall be the number of linear feet af the types and sizes af pipe specified in the applicable pay items, actually constructed and accepted. b. Measurement: Measurement will be horizontally, above the centerline af the pipe, and includes the length af any valves or fittings. c. Payment: Payment will be according ta the diameter, thickness class, lining material, coating, and type of jaint, as set forth on the proposal. The unit bid price includes furnishing and installing all pipe by directional baring or by incidental open cut at.launching and receiving pits, twa 12- gauge Copperhead Extra High Strength copper-clad steel tracer wires, tracer wire testing, ductile iron restrained joint fittings, DI/PVC mechanical joint adapters, ductile iron spool pieces at tie-in locations befinreen fittings and valves, materials abave or b�low ground alang pipeline alignment; joints and jointing materials, restraining devices, labar, 01630-4 Greenlea East-West Interconnect Reclaimed Water Pro�ct 4 � [� Bid Set � machinery, construction equipment, directional boring equipment, bentanite clay slurry seal, launching and receiving pits, explaratary pits; bracing, shoring, sheeting, bedding and backfill; adjusting, supporting, or replacement af existing underground utilities; disposal of spail; hydrastatic testing; pigging of all reclaimed water lines; erasion cantrol; concrete encasement; sod replacement; asphalt pavement replacement; driveway replacement; concrete sidewalk replacement; concrete curb replacement; underdrain restoration and all other related and necessary materials, wark and equipment required to construct a complete operable pipeline. Payment shall b� made under: Item Na. 3— F&�I 4-inch PVC Pipe by Horizontal Directional Drill Item No. 4— F&I 6-inch PVC Pipe by Horizantal Directianal Drill Item No. 5— F&I 8-inch PVC Pipe by Horizontal Directional Drill Item No. 6— F&I 12-inch PVC Pipe by Harizantal Directional Drill Bid Items Nos. 7, 8, 9, 10 — F&I PVC Pipe by Open Cut a. Description: These Bid Items describe measurement and payment for PVC pipe (Certa-Lok or Diamand Lok-21) installed by open cut. DI pipe shall be us�d only between a fitting and a valve or between two fiitings when the distance between them is equal or less than 1$ inches. This bid item to be used only when it is impractical to use horizontal directional boring or as shown on the plans. All Contractor proposed open cut installations must be specifically approved by the Engineer. The pay quantities for the work specified under this Section shall be the number of linear feet of the types and sizes of pipe specified in the applicable pay items, actually constructed and accepted. b. Measurement: Measurement will be horizontally, above the centerline af the pipe, and includes the length of any valves or fittings. The limits of ineasurement shall be as shawn an the plans or as directed by the Praject Representative. Na Section IV-a 01630-5 , � Greenlea East-West Interconnect Reclaimed Water Pro�ct Bid Set � � 1 1 � � � , 1 1 � � 1 � � , Section IV-a � overlap with measurement far payment far Bid Items 3, 4, 5 and 6 shall be measured for this bid item. c. Payment: Payment will be according to the diameter, thickness class, lining material, coating, and type of joint, as set forth on the praposal. The unit bid price includ�s furnishing and installing all pipe by open cut, excavation, backfill, compaction, ductile iran restrained joint fittings, DI/PVC mechanical joint adapters, ductile iron spool pi�ces at tie-in locations between fittings and valves, two 12-gauge Capperhead Extra High Strsngth copper-clad steel tracer wires, tracer wire testing, polyethylene encasement for DI pipe, materials abave or below ground along the pipeline alignment; joints and jointing materials, restrained joint pipe; bracing, shoring and sheeting; exploratary excavation; bedding and backfill; canstructing the specified protection and adjusting af existing above ground and under ground utilities and service connections; adjusting, supporting, or replacement of existing undergraund utilities; flowable fill grout, replacem�nt af asphalt pavement, driveway, concrete sidewalk, concrete curb replacement; sad replacement, disposal of spoil; hydrostatic testing; pigging of all reclaimed water lines; erosion control; cancrete encasement; underdrain restoration and all other related and necessary materials, work and equipment required to canstruct a complete operable pipeline. If the location and elevation of existing utilities at raadway intersections ar any other location prevent the Contractor from directional drilling the reclaimed water main less than 6 feet deep, the reclaimed water main shall be installed by open-cut method using fittings as required to avoid conflict with the existing utilities. All roadway, cancrete curb, cancrste sidewalk and sod restoration shall be included in this bid item d. Payment shall be made under: • Item No. 7— F&I 4-inch PVC Pipe by Open Cut • Item No. 8— F&I 6-inch PVC Pipe by Open Cut • Item No. 9— F8�1 S-inch PVC Pipe by Open Cut • Item No. 10 — F�I 12-inch PVC Pipe by Open Cut 01630-6 Greenlea East-West Interconnect Reclaimed Water Pro�ct [-� Bid Set � 5. Bid Items Nos. 11, 12, 13, and 14 — F&I Resilient Wedge Gate Valves and Valve Boxes � a. Description: These Bid Items describe measurement and payment for valves of various sizes, and valve boxes, for reclaimed water pipelines. The quantity to be paid for under this item is the number of valves acceptably installed where shown on the drawings or where directed by the Praject Repres�ntative, b. Measurement: Measurement will be per each valve accarding to the diameter, type, and jaint requirements, as set forth on the Proposal. c. Payment: The unit bid price includes furnishing and installing valves, valve boxes and covers, polywrap, tracer wire access, filter fabric, valve identification tags, paint reference stripe on curb, concrete valve box pad with 6"x6" welded wire fabric, extension stems, 2-inch schedule 80 PVC pipe, brass coupling and plug, transition ta PVC pipe fittings, couplings, jaint restrain�rs including megalug installation, adjusting, supporting, or replacement of existing underground utilities; excavation, backfill, compaction, dewatering, sheeting, shoring, asphalt pavement, driveway, concrete sidewalk, and concrete curb replacement, sod replacement, erosion control, underdrain restoration and incidental construction associated with these Items as shown in the details. No payment shall be made for valves included in other bid items. d. Payment shall be made under: • Item No. 11 — F&I 4-inch Resilient Wedge Gate Valve &� Valve Box • Item No. 12 — F&I 6-inch Resilient Wedge Gate Valve & Valve Bax • Item No. 13 — F&I 8-inch Resilient Wedge Gate Valve & Valve Box • Item No. 14 — F&I 12-inch Resilient Wedge Gate Valve & Valve Box � � , C^] � L� 1 , � � C� C� �__� C� Section IV-a 01630-7 � r � � 1 LJ ' 1 , , � 1 � 1 , [J � � � , Greenlea East-West Interconnect Reclaimed Water Pro�ct Section IV-a ' C� 7 Bid Set Bid Item No. 15 — F&I 4-inch Blow-afF Assembly, Reclaimed Water System a. Descriptian: This Bid item describes measurement and payment for installing 4-inch blow-offs on reclaim�d water mains. The quantity to be paid for under this Item is th� number of blow-o�Fs acceptably installed where shown on the plans and as directed by the Project Representative. b. Measurement: Measurement and payment will be on an individual basis far each blow-off installed. c. Payment: The unit bid price shall include installing the blow- aff, pipe, fittings, mega-lug, 4"x2" cap with brass plug, valves, concrete box, testing, adjusting, supporting, ar replacement of existing undergraund utilities; excavation, backfill, compaction, bracing, shoring, sheeting, dewatering, asphalt pavement, driveway, concrete sidewalk, and concrete curb replacement, sod replacement, erasion cantrol, and incidental materials and construction, as shown in standard details. d. Payment shall be made under: • Item No. 15 — F8�1 4-inch Blow-off Assembly, Reclaimed Water System Bid Item Nas. 16, 17 — F8�1 1- and 2-inch Short Side Service Assembly for Reclaimed Water System a. Description: This Bid Item describes measurement and payment far fiurnishing and installing 1- or 2-inch tapping saddles, PE Service Pipe (calored purple) less than or equal ta 40 feet in length, corporation stops, meter box, and curb stops with lock wings and campression inlet on reclaimed water mains. The quantity to be paid far under this item is the number of service assemblies for reclaimed water acceptably installed as shown on the drawings or where directed by the Project Representative. b. Measurement: Measurement and payment will be on an individual basis for each 1- or 2-inch Short Side service assembly installed in accordance with Standard Details. c. Payment: The unit bid price shall include installing tapping saddles, corporation stops, installing curb stops and m�ter Q163�-5 Greenlea East-West Interconnect Reclaimed Water Proect E-3 , Bid Set � boxes, plug, drainage gravel, inserts, tapping saddle, adapters with external gripping device, tapping reclaimed water main, brass pipe and fittings, PE 5ervice Pipe (colored purple) less than or equal to 40 feet in length, PVC casings, testing, cleaning, bracing, shoring, and sheeting; dewatering, directianal boring, adjusting, supporting, or replacement af existing underground utilities; clearing, grubbing, stripping, and trenching; excavation, backfill, compactian, applicable meter/service bax and caver; all fittings and connectians within meter bax, and incidental materials and canstruction. d. All casts for test pits for the location of existing utilities, sod replacement, asphalt pavement replacement, driveway replacement, concrete sidewalk replacement; and concrete curb replacement shall be included under the unit costs for installing the reclaimed water service assemblies. e. Payment shall be made under: Item No. 16 - Furnish $� Install 1-inch Short Side Service Assembly for Reclaimed Water System Item Na. 17 - Furnish 8� Install 2-inch Shart Side S�rvice Assembly for Reclaimed Water System Bid Items Nos. 18, 19 — F8�1 1- and 2-inch Long Side Service Assemblies far Reclaimed Water System a. Description: These Bid Items describe measurement and payment for furnishing and installing 1- ar 2-inch long side service assemblies including but not limited to tapping saddles, PE Service Pipe (calored purple), corporation stops, curb stops with lack wings, and compression inlet on reclaimed water mains. For long side service assemblies less than 60 feet in length th� size of the assembly companents shall be 1-inch. Far lang side service assemblies greater than 6� fieet in length, the size of th� assembly companents shall be 2—inch. All Long Side services shall be installed in casing with one 12-gauge Copperhead Extra High Strength copper-clad steel tracer wire starting with a 10- to 12-inch tail stubbed into the m�ter box and ending within 12 inches af the carporation stop with a water tight end seal. The quantity ta be paid far under this item is the number of service assemblies for reclaimed water r � 1 � 1 � � r1 � 1 ' � � � LI � � Section IV-a 01630-9 � ' 1 Greenlea East-West Interconnect Reclaimed Water Pro�ct Bid Set r , � , 1 � � ' , 1 1 1 � 9 ' 1 , Section IV-a ' acceptably installed as shown on the drawings or where directed by the Project Representative. b. Measurement: Measurement and payment will be on an individual basis far each 1- or 2-inch Long Side service assemblies installed in accordance with Standard Details. c. Payment: The unit bid price shall include installing tapping saddles, corporation stops, installing curb staps and meter boxes, plug, drainage gravel, inserts, adapt�rs with external gripping device, tapping reclaimed water main, PE Service Pipe (colared purple) greater than 40 feet in length, PVC casing pipe, 12-gauge Copperhead Extra High Strength copper-clad steel tracer wire, brass pipe and fittings, and materials abave ar below ground; joints and jointing materials; directional baring, jacking or push rads; testing, adjusting, supporting, or replacement of existing underground utilities; cleaning, bracing, sharing, and sheeting; dewatering, clearing, grubbing, stripping, and trenching; excavatian, backfill, compaction, applicable meter/service box and cover; all fittings and connections within m�ter box, sod replacement, and incidental materials and construction. d. All costs for test pits for the Iocation of existing utilities, sod replacement, asphalt pavement replacement, driveway replacement, concrete sidewalk replacement; concrete curb replacement and underdrains replacement shall be included under the unit casts for installing the reclaimed water service assemblies. e. Payment shall be made under: . Item No. 18 -- FS�I 1-inch l.ong Side Service Assembly far Reclaimed Water System with 2-inch Casing Item No. 19 - F&I 2-inch Long Side Service Assembly for Reclaimed Wat�r System with 4-inch Casing Bid Item No. 20 — F&I Combination Air Valve-Type I a. Description: This Bid Item describes measurement and payment far combination air valves for reclaimed water pipelines. The quantity to be paid for under this item is the number of above ground cambination air valves including polyethylene covers acceptably installed where shown on 0163�-10 Greenlea East-West Interconnect Reclaimed Water Pro�ct 10 L7 LJ Bid Set ' the Contract Drawings or where directed by the Praject Representative. Measurement: Measurement will be per each based on the number af Type I combination air valves with covers installed c. Payment: The unit bid price includes furnishing and installing combination air valves, valve box and cover, fittings, mega-lugs, mega flange, polywrap, filter fabric, service saddle, joint restrainers, excavation, backfill, compaction, dewatering, sheeting, shoring, asphalt pavement, driveway, concrete sidewalk, and concrete curb replacement; sod replacement, erosion cantral, and incidental construction associated with these items. d. Payment shall be m�de under: • Item No. 20 — F8�1 Combination Valve-Type I Bid Item No. 21 — F&I Combination Air Valve-Type II a. Description: This Bid Item describes measurement and payment for combination air valves for reclaimed water pipelines. The quantity to be paid for under this item is the number of above ground combination air valves including palyethylene covers acceptably installed where shawn on the Contract Drawings or where directed by the Praject Representative. b. Measurement: Measurement will be per each based on the number of combination air valves with paly�thylene covers installed. c. Payment: The unit bid price includes furnishing and installing combinatian air valves, polyethylene covers, palywrap, filter fabric, service saddle, corporatian stops, ball valves, palyethylene tubing, brass pipe, stane bed, installation of concrete collar around air release covers, transitian fram palyethylen� tubing ta brass pipe and fittings, couplings, jaint restrainers, 316 S.S. hase coupling, excavation, backfill, compaction, dewatering, sheeting, shoring, asphalt pavement, driveway, cancrete sidewalk, and concrete curb replacement; sod replacement, erosion control, and incidental construction associated with these Items. � LJ � �� 1 , ' 1 � , ' ' Ca LJ r r Section IV-a 01630-11 , 1 , L� � � � � � �` _] 1 , J , 1 ' '� � r , , 1 � Greenlea East-West Interconnect Reclaimed Water Pro�ct Bid Set Section IV-a ' 11 12 d. Payment shall be made under: • Item No. 21 -- F8�1 Cambination Air Valve-Type II Bid Item No. 22 — Root Pruning a. Description: This Bid Item describes measurement and payment for root running of trees associated with the installation of the reclaimed water transmission and distribution piping. The quantity to be paid for under this item is the linear feet of trench in which tree roots are acceptably pruned as directed by the Owner or the �wner's authorized Project Representative. b. Measurement: Measurement will be horizontally, abave the centerline af the pipe from beginning to end of raot pruning activities in the trench as determined by the �wner ar the �wner's authorized Project Representative. c. Payment: Payment will b� according ta the linear feet of trench in which tree roots are acceptably pruned as directed by the Owner or the Owner's authorized Praj�ct Representative. The unit bid price shall include the services of a cerkified arborist, cutting the roots, cutting equipment, plastic barrier, painting with tree pruning compound, and any other activity or equipment necessary to prune the tree roots until the work is accepted by the Owner ar the Owner's authorized Praject Representative. d. Payment shall be made under: • Item No. 22 — Root Pruning Bid Item Na, 23 — Tree Barricades a. Description: This Bid Item describes measurement and payment far protective barricades around all trees and palms within or adjacent to the work zone, including all staging or lay down areas or as directed by the Owner or the Owner's authorized Project Representative. b. Measurement: The quantity of tree barricades to be paid for under this Item shall be measured as ane lump sum quanti#y. 01630-12 Greenlea East-West Interconnect Reclaimed Water Pro�ct Bid Set 13. 14 c. Payment: The quantities, as determined above, shall be paid for at the cantract lump sum price set aut in the Proposal, which price and paym�nt constitutes full compensation for all the work described herein. Payment will be made by project completian. No payment will be made if tree baricades are not utilized throughout the project as deemed necessary by the Owner or the Owner's authorized Praject Representative. d. Payment shall be made under: • Item Na. 23 — Tree Barricades Bid Items Na. 24 -- 4-inch Single M�ter Ass�mbly a. Description: This Bid It�m describes measurement and payment for 4-inch single flow meter assembly as shown on the Cantract Drawings detail and as specified herein. 1 � 1 , i� �� , � � b. Measurement: Measurement and payment will be on a lump ' sum basis for each 4-inch single flow meter assembly made. c. Payment: Payment will be made for each flow meter assembly and shall include furnishing and installing all companents and accessories required for a complete system as shown on the Contract Drawings and accepted by the Praject Representative. d. Payment shall be made under: • Item No. 24 � 4-inch Single Meter Assembly Bid Items No. 25 — 4-inch Parallel Meter Set a. Descriptian: This Bid Item describes m�asurem�nt and payment for 4-inch parallel flow meter set as shown on the Contract Drawings detail and as specified herein. I� 1 � 1 �J C� b. Measurement: Measurement and payment will be on a lump sum basis for each 4-inch parallel flaw meter set made. � c. Payment: Payment will be made for each parallel flow meter set and shall include furnishing and installing all components and accessaries required for a complete system as shawn on the Cantract Drawings and accepted by the Project Representative. ' � Section IV-a 01630-13 , ' ' r---, J � �1 �I I L� Greenlea East-West Interconnect Reclaimed Water Pro�ct Bid Set d. Payment shall be made under: • Item No. 25 — 4-inch Parallel Meter Set 15. Bid Items Na. 26 �- F&I Irrigation System Connection a. Description: This Bid Item describes measurement and payment for connection to existing irrigatian system as shown on the Contract Drawings well connection detail and as specified herein. b. Measurement: Measurement and payment will be on a lump sum basis for each irrigation system cannection made. , c. Payment: Payment will be made for each irrigation system connection and shall include furnishing and installing all companents and accessories required for a complete system ' as shown on the Contract Drawings and accepted by the Project Representative. [-� 1 ' , , � ' 1 1 16 d. Payment shall be made under: • Item No. 26 — F&I Irrigation System Connection. Bid Item Na. 27 — Sod Restoration as Directed by the Owner or the Owner's Authorized Project Representative a. Description: This Bid Item describes measurement and payment for sod restoration, beyond the limits defined in other pay items, as directed by the Owner or the owner's authorized Project Representative. The quantity to be paid far under this Item is the area in square yards acceptably furnished and installed. b. Measurement: Measurement will be the horizontal measurement of the square yards of sod installed as determined by the Owner or the awner's authorized Project Representative. c. Payment: Payment will be made for the square yards of sod installed at the applicable contract unit price and shall include all labor, equipment, soil pr�paration, furnishing and installing sod, rolling, mowing, watering and any other Section IV-a 01630-14 ' Greenlea East-West Interconnect Reclaimed Water Pro�ct 17. � Bid Set ' measures necessary to establish and maintain a healthy stand af grass until the Owner or the owner's authorized Praject Representative accepts the work. d. No additional payment will be made for installatian of sad where existing sod is disturbed by the Contractor away from the new pipeline alignment, service connections, ar meter boxes unless directed by the �wner or the �wner's authorized Praject Representative. e. Payment shall be made und�r: • Item Na. 27 — Sod Restoration as Directed by the Owner ar the Owner's Authorized Project Representative Bid Item No. 28 — Concrete Driveway Restaratian as Directed by the Owner or the �wner's Autharized Project Representative a. Descriptian: This Bid Item describes measurement and payment for concrete driveway restoration, beyand the limits defined in ather pay items, as directed by the �wner or the owner's autharized Project Representative. The quantity to be paid for under this Item is the area in square yards acceptably furnished and installed. b. Measurement: Measurement will be the horizontal measurement of the square yards of concrete driv�way r�stared as determined by the Owner ar the �wner's authorized Project Representative. c. Payment: Payment will be made for the square yards of concrete driveway installed at the applicable contract unit price and shall include all labor, equipment, providing and installing formwork, steel reinfiorcing, cancrete, and finishing for concret� driveways. Far other driveway materials including, but not limited to brick pavers, shell and colored concrete, the driveway shall be replaced to its original condition. d. No additional payment will be made for driveway restoration where existing driveways are disturbed by the Contractar away from the new pipeline alignment, service connections, or meter boxes unless directed by the Owner or the Owner's authorized Project Representative. �� 1 ' C� 1 � _i , � 1 �� 1 , , �, � '� J � � Section IV-a 01630-15 ' 1 1 r � ' � C� C_� 1 , �� , , LJ ' , �� 1 Greenlea East-West Interconnect Reclaimed Water Pro�ct Bid S�t Section IV-a � � iE'l e. Payment shall be made under: • Item No. 2$ -- Concrete Driveway Restoration as Directed by the Owner or the Owner's Autharized Project Representative Bid Item No. 29 — Cancrete Sidewalk Restoration as Directed by the Qwner or the Owner's Authorized Project Representative a. Descriptian: This Bid Item describes measurement and payment far concrete sidewalk restoration, beyand the limits defined in other pay items, as directed by the Owner or the Owner's authorized Project Representative. The quantity ta be paid far under this Item is the area in square yards acceptably furnished and installed. b. Measurement: Measurement will be the horizontal measurement of the square yards of cancrete sidewalk restored as determined by the Owner or the Owner's authorized Project Representative. c. Payment: Paym�nt will be made far the square yards of concrete sidewalk installed at the applicable contract unit price and shall include all labor, equipment, formwork, steel reinforcing, concrete, and finishing for concrete sidewalks. Far other sidewalk materials, the sidewalk shall be replaced to its original condition. d. No additional payment will be made for sidewalk restoration where existing sidewalks are disturbed by the Contractor away from the new pipeline alignment, service connections, ar meter boxes unless directed by the Owner or the Owner's authorized Project Representative. e. Payment shall be made under: • Item Na. 29 — Concrete Sidewalk Restoratian as Directed by the Owner or the �wner's Authorized Project Representative Bid Item No. 30 — Concrete Curb Restoration as Directed by the Owner or the Owner's Authorized Project Representativ� 0163p-16 Greenlea East-West Interconnect Reclaimed Water Proect 20 ' Bid Set , a. Description: This Bid Item describes measurement and payment for concr�te curb restoration, beyond the limits defined in ather pay items, as directed by the Owner ar the Owner's authorized Project Representative. The quantity to be paid for under this Item is the length in linear feet acceptably furnished and installed. b. Measurement: Measurement will be the horizontal measurement af the linear feet of concrete curbs restored as determined by the Owner or the Owner's authorized Project Representative. c. Payment: Payment will be made for the linear feet of concrete curbs installed at the applicable contract unit price and shall include providing and installing precast cancrete curbs, formwork, ste�l reinforcing, concrete and finishing to match existing curb type. d. No additianal payment will be made for curb restaration where existing curbs are disturbed by the Contractar away from the new pipeline alignment, service connections, or meter boxes unless directed by the Owner or the �wner's authariz�d Praject Representative. e. Payment shall be made under: • Item Na. 3p — Cancrete Curb Restoration as Directed by the Owner or the Own�r's Authorized Praject Representative Bid Item No. 31 — Underdrain Restoratian as Directed by the Owner or the Owner's Authorized Project Representative a. Description: This Bid Item describes measurement and payment for underdrain including restoration, beyand the limits defined in ather pay items, as directed by the Owner or the Owner's authorized Project Representative. The quantity to be paid far under this Item is the length in linear feet acceptably furnished and installed. b. Measurement: Measurement will be the horizontal measurement af the linear feet of underdrains restared as determined by the Owner or the Owner's authorized Project Representative. Section IV-a 01630-17 , [_� 1 � ' 1 � I� � �J , ' ' �� . J � 1 ' 1 , Greenl�a East-West Interconnect Reclaimed Water Pro�ct Bid Set Section IV-a ' 21 c. Payment: Payment will be made for the linear feet of underdrain installed at the applicable contract unit price and shall include providing and installing perforated PVC pipe, nan degrading fiberous filter material, filter aggregate and all other related and necessary materials, work and equipment necessary ta provide a finished and op�rable underdrain. Underdrain shall be restored per City standard underdrain detail an Sheet 90 of the Construction Drawings and in accordance with the Contract Specifications. d. Na additional payment will be made for underdrain restaration where existing underdrains are disturbed by the Contractor away from the new pipeline alignment, service connections, or meter boxes unless directed by the Owner or the Owner's authorized Project Representative. e. Payment shall be made under: • Item No. 31 — Underdrain Restoration as Directed by the Owner or the Owner's Authorized Project Representative Bid Item No. 32 — Asphalt Paving Restoration as Directed by the Owner or the Owner's Autharized Project Representative a. Description: This Bid Item describes measurement and payment for asphalt paving restoration, beyond the limits defined in ather pay items, as directed by the Owner or the Owner's authorized Project Representative. The quantity to be paid for under this Item is the area in square yards acceptably furnished and installed. b. Measurement: Measurement will be the horizontal measurement of the square yards af asphalt paving restored as determined by the �wner ar the Owner's autharized Project Representative. c. Payment: Payment will be made for the square yards of asphalt paving installed at the applicable contract unit price and shall include asphaltic concrete, base material, sub-base material, compaction, miscellaneaus equipment and materials, testing and incidental work items. Milling and resurfacing of open cut intersections. d. No additional payment will be made for asphalt paving restoration where existing asphalt paving is disturbed by the 01630-18 Greenlea East-West Interconnect Reclaimed Water Pro�ct Bid Set 22 Contractar away fram the new pipeline alignm�nt, service cannectians, ar meter boxes unless directed by the Owner ar the Owner's authorized Project Representative. e. Payment shall be made under: Item No. 32 — Asphalt Paving Restoration as Directed by the Owner or the Owner's authorized Project Representative. Bid Item No. 33 — Compact DI Restrained Joint Fittings as Directed by the Owner or the Owner's Authorized Project Representative a. Descriptiqn: This Bid Item describes measurement and payment for campact ductile iron restrained joint pressure pipe fittings as directed by the Owner or the Owner's authorized Project Representative. The quantity to be paid far under this Item will be based an the th�oretical weight, in pounds, of actual permanent fittings and restraining devices acceptably furnished and installed. b. Measurement: The quantity to be paid for under this item is the theoretical weight, in pounds, of actual permanent fittings and restraining devices furnished and installed as directed by the �wner or the Owner's authorized Project Representative. The theoretical weight for compact fittings shall be calculated based on the weight listed in ANSI/AWWA C153 ductile iran fittings of the 350 psi pressure class with restrained joints/mega-lugs. c. Payment: Payment for pressure pipe fittings and restraining devices will be based on the theoretical weight, in pounds, of actual permanent fittings and restraining devices furnished and installed as directed by the Owner or the Owner's authorized Praject Representative. The unit bid price includes furnishing and installing DI/PVC or DI/HDPE mechanical joint adapters, joint restrainers including mega lug installation, excavation, backfill, dewatering, sheeting, shoring, asphalt pavement, driveway, concrete sidewalk, and cancrete curb replacement, sod replacement, erosian control, underdrain restoration and incidental construction assaciated with these Items. Na additianal payment will be made for furnishing and installing all required jaint accessories, glands, gaskets, bolts, and joint lubricant for mechanical joints. No payment shall be made for ductile iron restrained joint fittings included in other bid items. ' 1 � �. �� lJ , � , 1 LJ ' 1 ' I� I, �I , � , Section IV-a 01630-19 , , ' � � ' `,� i� L� �l 1 1 1 Greenlea East-West Interconnect Reclaimed Water Pro�ct Bid Set d. Payment shall be made under: • Item No. 33 — Compact DI Restrained Joint Fittings as Directed by the Owner or the Owner's Authoriz�d Praject Representative. 23. Bid Item No. 34 — Unsuitable Material Excavation Below Grade as Directed by the Owner or the Owner's Authorized Project Representative a. Description: This bid item describes measurement and payment for additional material excavated below the normal trench depth beyond the limits defined in other pay items, as dir�cted by the Owner or the Owner's autharized Project Representative. b. Measurement: The quantity to be paid for under this item is the volume in cubic yards af mat�rial removed as determined by field dimensions or survey and approved by the Owner or the Owner's authorized Project Representative. c. Paymen#: Payment will be for the number of cubic yards of ' material removed. The unit bid price includes labar, equipment, excavatian, hauling, dispasal, dewat�ring, and incidental items necessary to accamplish the wark. 1 � 1 24 LJ d. Payment shall be made under: • Item No. 34 — Unsuitable Material Excavation Below Grade as Directed by the pwner or the Owner's Authorized Project Representative. Bid Item No. 35 — Select Backfill Below Grade as Directed by the Qwner or the Owner's Authorized Project Representative a. Description: This bid item describ�s measurement and � payment for select backfill below grade beyond the limits defined in other pay items, as directed by the Owner or the Owner's authorized Praject Representative. , Section IV-a 01630-20 1 Greenlea East-West Interconnect Reclaimed Water Proect 25 ' Bid Set , b. Measurement: The quantity to be paid for under this item is the volume in cubic yards of material furnished, placed and compacted as determined by field dimensians or survey and appraved by the �wner or the Owner's autharized Project Representative. c. Payment: Payment will be per cubic yard of material furnished, placed and compacted. The unit bid price includes labor, equipment, excavation, hauling, disposal, dewatering, and incidental items necessary to accomplish the work. d. Payment shall be made under: • Item No. 35 — Select Backfill Below Grade as Directed by the Owner or th� Owner's Authorized Project Representative. Bid Item Na. 36 — Asphalt Overlay as Directed by the Owner or the Owner's Authorized Project Representative a. Description: This bid item describ�s measurement and payment for asphalt pavement overlay placed beyond the limits defined in other pay items, as directed by the Owner or the �wner's authorized Project Representative. b. Measurement: The quantity to be paid for under this item is the area in square yards of asphaltic cancrete paving acceptably furnished and installed as directed by the Owner or the �wner's autharized Project Repres�ntative. c. Payment: Payment will be accarding to the area in square yards of pavement overlay and the type of paving material as set forth on the Propasal. The unit bid price includes furnishing and installing asphaltic concrete, surface asphalt milling, miscellaneous equipment and materials, testing and incidental wark items. d. No payment will be made for the installation of asphalt paving overlay where existing asphalt is disturbed by the Contractor away from the alignment of the new pipeline unless it is approved by the Owner's Representative. e. Payment shall be made under: � ��i i r � 1 1 �J 1 r 1 � ' , �� Section IV-a 01630-21 , 1 ' � �, � 1 � � 1 ' ' 1 ' 1 � , � �J ' i� � Greenlea East-West Interconnect Reclaimed Water Pro�ct Bid Set • Item No. 36 — Asphalt Overlay as Directed by the Owner or the Owner's Authorized Project Representative. 26. Special Bid Item 37 — Owner's Contingency a. The work covered by this Bid Item consists af unforeseen items of work not included in other bid items but necessary for accomplishing the work and shall apply only to extra work or additional items over and abave those specifi�d ar shawn on the plans. The cost for unforeseen Utility Relocatians will be paid far under a separate Pay Item. The cost of this additional wark shall be agreed upan in writing and approved by the Owner or his authorized representative priar ta starting this additional work. The value of the work shall be based an unit prices or similar bid items called far in the proposal. b. Measurement: The quantities and cast of unspecified wark ta be paid under this item shall be agreed upon and approved in writing by the Owner or his authorized representative priar ta staring this unspe�ified work. c. The bid price for this Bid Item shall be ten (10) percent af the tatal bid. This item will be treated as an allowance, against which the Owner, at his discretion, may direct work not shown on the plans, or require other additional work which falls within the general scope of work far the praject, as appraved in writing fram the Owner. Each dallar af cast for the additianal work will be considered one unit. The final project change order shall include all additional costs appraved under the contingency. This item is for contingency if required during the course af the praject to facilitate the praject, and will be paid only after written authorization to include the item in the pragress payments. B. Note for: Compact Ductile Iron Restrained Joint Fittings, Sod, Asphalt Pavement, Driveway, Cancrete Sidewalk and Concrete Curb Replacement, Unsuitable Material Excavation Below Grade, Select Backfill Belaw Grade and Asphalt Overlay Section IV-a � 1. All costs associated with compact ductile iron restrained jaint fittings, sad, asphalt pavement, driveway, concrete sidewalk and curb restoratian and replacement, unsuitable material excavatian below grade, select backfill below grade and asphalt overlay shall 01630-22 Greenlea East-West Interconnect Reclaimed Water Pro�ct Bid Set ��. be included in the unit prices bid for the reclaimed piping installed. No additianal payment will be made far these items unless directed by the Owner or the Owner's authorized Project Representative. Note for: Erosian Contral 1. No additional payment will be made for erasian control features for reclaimed water piping installation to pratect the work areas and adjacent praperty. All costs associated with this item shall be included in the unit prices bid far the linear feet of reclaimed water piping. 2. Erosion cantral may include sheeting, shoring, trenching boxes, artificial coverings, mowing, sandbagging, slope drains, sediment basins, cleanouts, baled hay and straw, flaating silt barrier, staked silt barrier, staked silt fence and seeding. 3. Erosion control is considered a subsidiary obligation of the Contractor and shall include furnishing and installing material, routine maintenance, mowing and remaval of temporary erasion control features upon completion of construction. END OF SECTION ' , � �J � i � � ' ' � C.J ' � i � _] 1 ! Section IV-a 01 fi30-23 , , Greenlea East-West Int�rconnect Reclaimed Water Proect ' �� -� � �I �J �� ' ' � J �J L.J SECTION �20i1 DIRECTIONAL BORING PART 1 �ENERAL 1.01 DESCRIPTION OF WORK A. The wark of this Section includes equipment and appliances required manner all directional boring therein. Bid Set all labor, machinery, canstruction to perform in a good warkmanlike 1. The overall wark scape shall include, but not be limited to steerable directional boring (drilling) equipment, boring pits and equipment, sheeting, location signs as required, miscellaneous appurtenances to camplete the entire Wark as shown an the Contract Drawings, and restoration, including irrigation system replacement. Directional boring operatians shall be perFormed within the right-of- way and/or easements shown an the Contract Drawings. B. The equipment used in directional boring, also known as Horizontal Directional Drilling, shall be of adequate commercial size and satisfactory working condition for safe operation, and may be subject ta approval by the County ar State at the discretion of the Engineer. Such approval, however, shall nat relieve the Contractor of the responsibility for making a satisfactory installation meeting the criteria set forth herein. Only workmen experienced in directianal boring operations shall be used in perfarming the Work. C. Provide all structures, safety equipment, and professional services required to pravide for the health and safety of the general public and of personnel involved in directional boring work in accardance with the requirements of the regulatory agencies having jurisdiction. � D. Take all measures necessary to protect surrounding public and private property, adjacent buildings, roads, drives, sidewalks, and appurtenances from damage due ta directional boring work. Respansibility and payment ' for correction of such damage shall be the sole responsibility of the Contractor. �_J 1 r-. !I ' E. The Directional Boring operation is ta be operated in a manner to eliminate the discharge of water, drilling mud, and cuttings to the adjacent water bodies or to the land areas involved during the construction process. 1.02 REFERENCE DOCUMENTS Section IV-a 02071�1 Gr�enlea East-West Interconnect Reclaimed Water Proect A FDOT Utility Accommodatian Guide American Society for Testing and Mat�rials (ASTM). American Water Warks Assaciatians (AWWA). 1.03 RELATED WORK 0 L�3 � Section 02610 Certa-Lak PVC Pip�. Section 02620 Diamond Lok-21 PVC Pipe. Sectian 15064 High Density Polyethylene Pipe. 1.Q4 QUALIFICATIONS '. Bid Set ' A. Pipe Manufacture: All pipe for an individual directional drill installation shall be furnished by a single manufacturer who is fully experienced, reputable and qualified in the manufacture of the items to be furnished for HDD pipeline canstruction. B. The Directional Bore Installer must have at least five years of directional drilling exp�rience installing potable water, wastewater, or reclaimed wat�r mains af at least 12 inches in diameter. Three references are to be provided to the Engineer during shop drawing submittal. C. All personnel shall be fully trained in their respective duties as part of the directional drilling crew and in safety. Each person must have at least five years of directional drilling experience. The Directional Bore Installer shall have a sufficient number af competent workers on the job at all times to insure the Directional Bore is made in a timely and satisfactory manner. B. Drilling Supervisor: A competent and experienced drilling supervisar representing the Contractor and Directional Bore Installer shall be present at all times during the actual drilling operations. This includes, but is not limited to, drilling equipment mobilization and set-up, drilling fluid preparation, baring, back-reaming and pulling. A responsible representative who is thoroughly familiar with the equipment and type of wark to be performed must be in direct charge and control of the operation at all times. In all cases, the supervisor must be continually present at the job site during the actual Directianal Bore aperation. � Drilling Fluid Specialist: The personnel responsible for supervising the supply, mixing, monitoring fluid quality, pumping and re-circulation system Section IV-a 02071-Z ' ' � � ' � 1 ' ' � LJ 1 '�J 1 1 1 1 LJ 1 1 � Gre�nlea East-West Interconnect Reclaimed WatQr Pro�ct Bid Set propased for the drilling fluid shall have a written certification issued by the Drilling Fluid manufacturer for perForming such work and a minimum of five years experience perFarming this type of work. If no certification is available, written documentation of the required work experience for the proposed personnel shall be submitted for review and approval. D. Personnel who are unqualified, incompetent or otherwise not suitable for the perFormance of this project shall be r�moved from the job site and replaced with a suitabl� person. E. A professianal land surveyor registered in the State of Florida will be required for certified as-builts as per specifications. 1.05 SUBMITTALS A. PRE-CONSTRUCTION SUBMITTALS 1 � , 3 ' Section IV-a ' Drilling Materials: Detailed description including specifications and catalog cuts for: a. Pipe, fittings, tanks and materials ta be furnished for the drilling equipment, dewatering and local drainage including the names of the suppliers. r•7 c. Shap drawings and catalog data for all HDD equipment. Steering and tracking devices including specific tracer wire. d. Drilling fluids: the drilling fluid submittal shall include the ratio of mixture to water, including any additives, based on the Contractor's field observatians prior to construction, knowledge and exp�rience with drilling in similar conditions, and any soil data pravided in the Contract Dacuments, which shall be verified by the drilling fluid specialist. The Contractor is responsible for maintaining the quality of the drilling fluids during all boring wark and shall engage a testing laboratory to sample and monitor the fluids at regular intervals, comparing results to the appraved mixture. Field changes to the drilling fluids shall be appraved by the drilling fluid specialist and reported to the Engineer. Shop drawings for the specialized equipment to be used. Shap drawings for the breakaway swivel, including the methad of setting the swivel's break point and set point to be used, alang with 02071-3 Greenlea East-West Interconnect Reclaimed Water Pro�ct Bid Set the product pipe manufacturers pullback force recommended setting. 4. A Bore Plan that includes the following: a, b, c. d. e, f. Contact information and experience far the drilling fluid specialist. The number of passes th� bore will include prior to the praduct pipe pull-back. The pilat bore and all reaming bare sizes including the final pullback with the product pipe. Drilling rod length in feet. The pilot bare, pre-ream bores (if any) and pullback production rate in minutes per (drilling) rad. The fluid pumping rate in gallons per minute for each drilling sequence. g. Details of the entry and exit pit locations along with entry and exit angles for the bore, and coardination with the d�sign profile. 5. Details af the Drill H�ad device including types of cutters suitable for the variable subsurFace soil and rock conditions at the site, drilling fluid port arrangements, connectian to drill rad and devices far location tracking. 6. Details of the Back Reaming device including types of cutters suitable for the variable subsurFace soil and rock conditians at the site, drilling fluid part arrangements, cannection to drill rod and devices for location tracking. 7. Site layout plan for entry and exit pit locatians, drawn to scale, depicting the position of all required equipment, access points, existing facilities to remain in place, existing traffic lanes to be maintained in aperatian, affice trailers and storage sites. 8. Pipe assembly procedure, details af support devices, and staging area layaut including methods to avoid interference with Iocal streets, driveways, and sidewalks. 9. Certified Work Zone Traffic control plan for all proposed traffic lane or sidewalk diversians ar closures as autlined in Specification 44 of Section IV-a 02071-4 1 ' ' 1 r-1 �J 1 1 ' 1 1 � 1 1 I �� ' Greenlea East-West Interconnect Reclaimed Wat�r Pro�ct Bid Set Section IV — Technical Specifications. Plans shall depict detailed sequences and requirements for traffic control devices required, dimensioned pasitions of all devices, and pavement striping. The Cantractor must coordinate with City of Clearwater, FDOT, and Pinellas County for all traffic lane diversions or closures and obtain their permits ar written approvals befare perfarming any work in the public right of way. 10. Incident Reactian or Cantingency Plan: Th� Contractor shall prepare and submit for review and approval ta the Engineer an Incident Reaction Plan that will describe in detail the actions and materials to be used in the event that the propased and approved construction activity or progress is stopped, deviated, delayed or abstructed, or the materials fail ta p�rForm as intended. The plan shall cansider a typical range of failure scenarias and describe the required and intended reactions that will restore the work to its intended design. 11 12 13 a. Regarding spills, the plan shall include, as a minimum, the manitaring and response activities presented in the Spill Contingency Plan included at the end of th�se specificatians under Supplemental Information. These requirements are part of the FDEP Environmental Resource Permit for this project and must be followed. Propased construction schedule for all field activities. An HDD schedule identifying daily work haurs and working dates for each installation. All test reports for tests completed as required by these Specifications. B. POST-CONSTRUCTION SUBMITTALS 1. The following AS-RECORDED DATA is required from the contractor and/or fusian pravider to the Owner or pipe supplier upon request: a. The as-recorded plan and profile will reflect the actual , installed alignment, and reflect the hori�ontal offset from the baseline and depth of cover and all utility facilities found during the installation. 1 ' Section IV-a 1 b. All fittings, valves, or other appurtenances will also be referenced and shown. 02071-5 Greenlea East-West Interconnect Reclaimed Water Pro�ct Bid Set c. A daily project log, along with tracking log sheets, shauld they be used, shall be pravided. Tracking log sheet data, should it be employed, shall include any and all that apply, including inclination, depth, azimuth, and hydraulic pull-back and ratatianal force measured. PART 2 �RODUCTS 2.01 DRILLING SYSTEM EQUIPMENT � C� GENERAL 1. The directional drilling equipment shall consist of a directional drilling rig of sufficient capacity to perForm the bore and pull back the pipe, a drilling fluid mixing, delivery and recovery system of sufFicient capacity to successfully complete the installation, a drilling fluid recycling system ta remove solids fram the drilling tluid so that the fluid can be reused (if required), a magnetic guidance system or walk-over system to accurately guide boring operations, a vacuum truck of sufficient capacity to handle the drilling fluid valume, and trained and campetent personnel to operate the system. All equipment shall be in good, safe candition with sufficient supplies, materials and spare parts an hand ta maintain the system in gaad warking order for the duration of this project. DRILLING RIG 1. The directional drilling machine shall consist of a hydraulically powered system to ratate and push hollow drilling pipe inta the ground at a variable angle while delivering a pressurized fluid mixture to a guidable drill (bore) head. The machine shall be anchored to the ground ta withstand the pulling, pushing and ratating pressure r�quired to complete the installatian. The hydraulic power system shall be self-contained with sufficient pressure and volume to pawer drilling aperatians. Hydraulic system shall be free af leaks. Rig shall have a system ta monitor and record maximum pull-back pressure during pull-back operations. There shall be a system to detect electrical current fram the drill string and an audible alarm which automatically sounds when an electrical current is detected. ' ' � 1 1 ' 1 ' 1 1 � ' [_] ' ' 1 1 ' Section IV-a 02071-6 ' 1 ' ' , , , � ' � ' ' � ' 1 � � Greenlea East-West Interconnect R�claimed Wa#er Pro�ct Bid Set C � E. I�]:�I��:ly_1�7 1. The horizontal directional drilling equipm�nt shall produce a stable fluid lined tunnel with the use of a steer-able drill head and any subsequent pre-reaming heads. 2. The system must be able to control the depth and direction of the drilling operation. 3. Drill head shall contain all necessary cutters and fluid jets for the operation, and shall be of the apprapriate design for the ground medium being drilled. MUD MOTORS (If Required) 1. Mud mators shall be of adequate power ta turn the required drilling tools. DRILL PIPE 1. Shall be canstructed of high quality 4130 seamless tubing, grade D or better, with threaded box and pins. Tools joints should be hardened to 32-36 RC. 2.0� GUIDANCE SYSTEM /� 0 GENERAL 1. An electronic walkover tracking system or a Magnetic Guidance System (MGS) prabe or praven gyroscopic probe and interface shall be used to provide a continuous and accurate determination of the location af the drill head during the drilling aperation. The guidance shall be capable of tracking at all depths up to fifty feet and in any sail conditian, including hard rock. It shall enable the driller to guide the drill head by pr�viding immediate information on the taal face, azimuth (horizontal direction), and inclinatian (vertical direction). The guidance system shall be accurate and calibrated to manufacturer`s specifications of the vertical depth af the borehole at sensing pasition at depths up to fifty feet and accurate to 2 feet harizontally. C�MPONENTS ' 1 ' Section IV-a 1 The Contractor shall supply all companents and materials ta install, aperate, and maintain the guidance system, 02071-7 Greenlea East-West Interconnect Reclaimed Water Pro�ct Bid Set C. The guidance system shall be of a proven type, and shall be set up and operated by personnel trained and experienced with the system. The operator shall be aware af any geo-magnetic anomalies and shall consider such influences in the aperation of the guidance system. 2.03 DRILLING FLUID (MUD) SYSTEM I_1 [= C MIXING SYSTEM 1. A self-contained, clased, drilling fluid mixing system shall be of sufFicient size to mix and deliver drilling fluid camposed of bentonite clay, potable water, and appropriate additives. Mixing system shall be able to molecularly shear individual bentonite particles from the dry powder to avoid clumping and �nsure thorough mixing. The drilling fluid reservoir tank shall be minimum af 1,000 gallons. Mixing system shall continually agitate the drilling fluid during drilling operatians. DRILLING FLUIDS 1. Drilling fluid shall be compased of clean water and bentonite clay. Water shall be from an authorized source with a pH af 8.5 � 1 �. Water of a lower pH or with �xcessive calcium shall be treated with the appropriate amaunt of sadium carbonate or equal. No additional material may be used in drilling fluid without prior approval from ENGINEER. The bentonite mixture used shall have the minimum viscosities as measured by a March funnel: Rock Cla - 60 seconds Hard Cla - 40 seconds Saft Cla - 45 seconds Sand Cla - 90 seconds Stable Sand - 80 seconds Loose Sand -11� seconds Wet Sand - 110 seconds 1 LJ 1 ' � � ' ' ' � ' �� ' 1 2. These viscasities may be varied to best fit the soil canditions � encountered, or as determined by the operatar. DELIVERY SYSTEM 1. The mud pumping system shall have a minimum capacity of 35-500 GPM and the capability of delivering the drilling fluid at a constant minimum pressure of 1200 psi. The delivery system shall have filters in-line to prevent solids from being pumped into drill pipe. Used drilling fluid and drilling fluid spilled during operations shall be Section IV-a 02071-8 � � 1 1 1 ' , , , 1 1 ' � 1 1 ' �I 1 1 Greenlea East-West Interconnect Reclaimed Water Pro�ct Bid Set contain�d and conveyed to the drilling fluid recycling system or shall be removed by vacuum trucks or other methods acceptable to ENGINEER. A berm, minimum of 12 inches high, shall be maintained around drill rigs drilling fluid mixing system, entry and exit pits and drilling fluid recycling system to prevent spills inta the surrounding environment. Pumps and or vacuum truck(s) af sufficient size shall be in place to convey drilling fluid from containm�nt areas to storage and recycling facilities for disposal. 2.04 OTHER EQUIPMENT A. PIPE ROLLERS 1:3 � 1. Pipe rollers, if required, shall be of sufFcient size to fully support the weight of the pipe during handling and pullback operations. 2. A sufficient quantity of rollers and spacing, per the pipe supplier's guidelines shall be used to assure adequate support and excessive sagging af the product pipe. PIPE PULL HEADS 1. Pipe pull heads shall be utilized that employ a positive thraugh-bolt design assuring a smaath wall against the pipe cross-section at all times. 2. Pipe pull heads shall be specifically designed for use with Certa- Lok PVC, Diamond Lok-21 PVC or HDPE pipe and shall be as recommended by the pipe supplier. RESTRICTIONS 1. Other devices ar utility placement systems far providing harizontal thrust other than those previously defined in the preceding sections shall not be used unless approved by the Engineer priar to c�mmencement of the work. Consideration for approval will be made on an individual basis far each specified lacation. The proposed device or system shall maintain line and grade within the tolerances prescribed by the particular conditions ofi the project. ' 2.Q5 EROSION CONTROL A. Provide silt fence, floating turbidity barriers and hay bales as approved � under FDOT Standard Specifications for use near open water bodies, wetlands, ditches, inlets or other areas where runoff could pallute nearby water bodies. ' Section IV-a , 02071-9 Greenlea East-West Interconnect Reclaimed Water Pro�ct Bid Set 2.06 STORAGE AND HANDLING OF MATERIALS A. Inspect materials delivered to the site for damage. All materials found to have cracks, flaws, cuts, abrasions or other major defects shall be rejected and removed from the job site immediately. �� 1 , L B. Store materials under cover out af direct sunlight. Do not store directly an the ground. Keep all materials free af dirt and debris. ' C. Disposal of fluids is the responsibility of the Contractor, and shall be perFormed in accordance with all permits and applicable federal, state or local environmental regulatians. Upan campletion the area shall be completely cleaned of all debris, spilled fluids and damaged plants, and restared to existing or better conditions. PART 3 -EXECUTION 3.01 DIRECTIONAL DRILLING OPERATIONS ►� GENERAL 1. The Contractor shall provide all material, equipment, and facilities required for directional drilling. Proper alignment and elevation of the bore hole shall be consistently maintained throughout the directional drilling operation. The method used to complete the directianal drill shall conform to the requirements of all applicable permits. 2. The entire drill path shall be accurately surveyed with entry and exit stakes placed in the appropriate locatians. If Contractor is using a magnetic guidance system, drill path will be surveyed for any surface geo-magnetic variations or anomalies. 1 1 1 � I`J ' ' ' 3. The directianal baring equipment shall b� operated by individuals ' trained by the manufacturer as experienced operators. 4. The directional boring equipment shall produce a stable, clay sealed tunnel with a minimum burial depth af 30-inch far the carrier pipe installation. 5. Lacations for the drilling equipment and storage of materials shall be coordinated with the Engineer to minimized damage ta existing features and property. All equipment and materials shall remain in Public Right-af-Way or Easements, unless written permissian from Section IV-a 02071-10 � ' � , ' 1 �-� ��_J Greenlea East-Wes# Interconnect Reclaimed Water Pro�ct Bid Set ' , � ' ' ' , � 1 , B. 1 i 1 , ' ' Section IV-a , the property own�rs allows the placement of equipment on private property. 6. The directional boring equipment shall employ a fluid cutting technique. The soil shall be cut by small diameter, high pressure jets of liquefied clay. The jets shall cut the soil in advance of the boring toal, impregnating and lining the tunnel wall with clay. The clay shall be to#ally inert and pose na environmental risk. A pilot hale shall be drilled with an appropriately sized drill pipe. The pilot hole will th�n be increased to the appropriate diameter by a reaming operation. The boring tool will then be connected to the PVC pipe, and the boring tool shall pull the carrier pipe through the clay lined tunnel as it traverses under the surFace being crossed. The pulling strength of the boring equipment shall not exceed PVC pipe safety pull strength as per manufacturer's recommendations. Surface excavations shall be limited ta small launching and receiving pits. Pits shall be no larger than that required for launching and receiving. Adequate "pit-tail" lengths of service connection piping shall be pravided at both the launching and receiving ends to facilitate service connection assembly. 7. Readings shall be recarded after advancement of each successive drill pipe (no more than 10 feet) and the readings plotted on a scaled drawing of 1-inch = 2 feet, both vertical and harizontal. Access to all recorded readings and plan and profile information shall be made available to the Owner or the owner's authorized Praject Representative, at all times. At no time shall the d�flection radius of the drill pipe exceed the deflection limits of the carrier pipe as specified herein. REAMING Upon approval of the pilot hole location by the Engineer, the hole opening ar enlarging phase of the installation shall begin. The borehole diameter shall be increased to the size recommended by the pipe manufacturer to accommodate the pullback operation of the PVC pipe. The type of hole opener or back reamer ta be utilized in this phase shall be determined by the types af subsurFace sail conditions that have been encountered during the pilat hole drilling operation. The reamer type shall be at the Contractor's discretion. 02071-11 ' Greenlea East-West Interconnect Reclaimed Wat�r Pro�ct Bid Set 1 C. PIPE PU�.I.BACK OPERATION 1 Pipe shall be fused prior to insertion, if the site and conditions ' allow, inta one continuous length. 2. The pipes shall be assembled in a manner that does not obstruct adjacent roads ar City, Caunty, or Public activities adjacent to the layout areas except as directed otherwise by the owner's authorized Project Representative. 3. The Cantractar shall provide adequate suppart/rollers along the stringing area ta support the required length of the PVC pipe for each bore. Such supportlrollers shall be comprised of a non- abrasive material arranged in a manner to provide support ta the bottom and battom quarter paints of the pipeline allowing for free movement of the pipeline during pullback. 4. Each length of pipe shall be inspected and cleaned as necessary to be free of debris immediately priar to joining. 5. All PVC pipe mains installed by shallaw directional boring shall be provided with an insulated (2) 12-gauge Copperhead Extra High Strength capper-clad st�el tracer wires as manufactured by Copperhead Industries or approved equal with color coded insulation for pipe location purposes. These wires are to be continuous with splices made anly by methods approved by th� Engineer. Wire is to be secured ta all valves, tees, and elbows. The locator wires shall be tested by voltage of at least 12 DC. Test each wire with bath pasitive and negative charge with nat more than 1 volt of loss per 1000 feet will be allowed. The wires will be pre-tested at time of pressure test af pipeline. If pretest fails for both wires, pr�ssure test will not be done until wire is repaired. Final wire testing ta be at job finish. If this test fails, the Contractor is responsible for repairing the locatar wires. See Section 15065 far additional information. 6. PullinA Loads: The maximum pull (axial tension force) exerted on the PVC pipelines shall be measured continuously and limited to the maximum allowed by the pipe manufacturer sa that the pipe or jaints are nat overstressed. 7. Tarsion and Stresses: A swivel shall be used to connect the HDPE pipeline and tracer wires to the drill pipe to prevent torsional stresses from occurring in the pipe. Section IV-a 02071-12 1 � ' 1 , ' � �I I� �� 1 � ' � I� ' 1 � 1 ' J 1 1 ' 1 , ' ' �_� 1 , 1 Greenlea East-West Interconnect Reclaim�d Water Pro�ct Bid 5efi �7 , , ' Section IV-a ' 8. Pipeline SUpqOft; The pipelines shall be adequately supported during installation so as to prevent overstressing ar buckling. 9. The Contractor shall at all times handle the pipe in a manner that does nat overstress the pipe. Vertical and harizontal curves shall be limited so that wall stresses do not exceed 50 percent af yield stress for flexural bending of the pipe. If the pipe is buckled ar otherwise damaged, th� damaged sectian shall be remaved and replaced by the Contractor at his sxpense. The contractar shall take appropriate steps during pullback t� ensure that the pipe will be installed without damage. 10. During the pullback operation, the Contractor shall monitor roller operatian and sidebooms if required to assist movement af the pipe. Surface damage shall be repaired by Contractor befare pulling operations resume. 11. The lead end of the pipe shall be closed during the pull back operation. 12. After the carrier pipe is completely pulled through the tunnel, a sufficient relaxation period, as recamm�nded by the specified pipe manufacturer, shall be pravided prior to the final pipe tie-in. 13. The Contractor shall install, maintain, and leave in place any sheeting, underpinning, cribbing, and other related items (other than that required for the boring and receiving pits) to support any structure or facility affected by the boring operations. The EngineEr, depending upon existing conditions, may require that additional sheeting far the excavatian be left in place. 14. Contractor shall hydrostatically test each line accarding ta the City's required test procedures and these Technical Special Provisians after installation of complete pipeline services. Pressure shall be monitored with certified instruments during the test. The requirements far testing shall be met. HANDLING DRILLING FLUIDS AND CUTTINGS 1. During the drilling, reaming, or pullback operations, the Contractor shall make adequate provisions for handling the drilling fluids, or cuttings at the entry and exit pits. These fluids must not b� discharged into the waterways. When the Contractor's provisians for starage of the fluids or cuttings an site are exceeded, these materials shall be hauled away to a suitable legal disposal site. After completian af the directional drilling work, the entry and exit pit 02071-13 Greenlea East-West Interconnect Reclaimed Water Proect E. F C�i L'W �� Bid Set ' locations shall be restored ta ariginal canditions. The Contractor shall comply with all permit pravisions. NEARBY UTILITIES 1. Nearbv Utilities — The drawings show existing buried utilities that are believed to be near the directional drill alignment. There is no guarantee that these utilities are located as shown ar that other utilities may be present. It will be the Contractor's respansibility ta locate all nearby utilities or other subsurface obstructions that may interfere with the work by excavating windows on the pipeline alignment or ather means. Further infarmatian an existing utilities can be obtained from the Owner or the applicable private utility company. RESPONSIBILITY 1. The Contractor shall be fully responsible for the steerable, clay lined directianal drilling aperation. Any naticeable surface defects resulting fram impraper aperatian af this boring equipment shall be repaired by the Contractor at his expense. CLEANING AND SIZING PIGS 1. After the pipe is in place, cleaning pigs shall be used to remove residual water and debris. After the cleaning operatian, the Contractor shall provide and run a sizing pig to check for abnormalities in the farm af buckles, dents, excessive aut-af- roundness, and any other deformations. The sizing pig run shall be considered acceptable if the survey results indicate that there are na sharp anomalies (e.g. dents, buckles, gouges, and internal obstructians) greater that 2 percent of the nominal pipe diameter, or excessive ovality greater than 5 percent af the nominal pipe diameter. For gauging purposes, dent lacations are those defined above which occur within a span of five feet or less. Pipe ovality shall be measured as the percent difFerence between the maximum and minimum pipe diameters. Far gauging purposes, ovality location are those defined above which exceed a span of five feet. SUCCESSFUL COMPLETION 1. The cantractor shall be cansidered as having completed the requirements of any directional boring when he has successfully completed the work and tested the pipe to the satisfaction of the Engineer. Section IV-a 02071-14 , Greenlea East-West Interconnect Reclaimed Water Pro�ct Bid Set � 2. �ollowing drilling operations, Contractor will de-mobilize equipment and restore the work si#e to the original conditions ar better. All � excavations will be backfilled and compacted according to the specifications. , 3. Surface restoration shall be completed in accordance with the requirements of the cantract, to a condition as good as or better than existed priar construction. 1 1 1 ' ' ' � � 1 � ' 1 1 END OF SECTION ' Section IV-a 02071-15 1 Greenlea East-West Interconnect Reclaimed Water Proect SECTION 0261 p CERTA-LOCK PVC PIPE PART 1 �ENERAL 1.01 W�RK INCLUDED ' Bid Set � A. This section supersedes Specification Section IV.41.2.2.2. It sp�cifies Certa-Lak polyvinylchloride pipe, including standards for dimensionality, testing, quality, safe handling, and storage. B. Furnish all labor, materials and equipment required to install 4, 6, 8, and 12 inches Certa-Lok C9Q0/RJ PVC reclaimed water mains pipe in accardance with the requirements of the Contract Documents. The pipe size, type and length shall be as specified her�in and as shown on the Drawings. Wark shall include and not be limited ta proper installation, testing, restoratian of underground utilities and environmental protection and restaration. 1.02 SCOPE A. This specification covers thrust-restrained Poly-Vinyl Chloride (PVC) pipe, in nominal sizes 4 to12 inches with cast iran autside diamet�rs. Pipe is included for use as a pressure-rated water delivery system, reclaim water system, as well as in sewer force main and fire protection piping applications. B. Cantractor shall be respansible for all installation pracesses and procedures associated with the installatian by horizantal directianal drilling in accordance with Specification Section 02071, or by open-cut in accardance with Specification Sectian IV.41.3.2.2. 1.03 REFERENCE D�CUMENTS � Section IV-a American Society for Testing Materials (ASTM) 1. ASTM D1784: Standard for Rigid PVC Compounds and Chlorinated PVC Compounds ASTM D2837: Standard Test Methad for Obtaining Hydrostatic Design Basis for Thermoplastic Pipe Materials � � ASTM D3139: Standard Specification for Joints for Plastic Pipes Using Flexible Elastameric Seals ASTM F477: Standard Specification for Elastomeric Seals (Gaskets) for Joining Plastic Pipe 02610-1 ' r� � ' ' � 1 ' C� C� 1 r � � C� �l 1 �J , 1 Greenlea East-West Interconnect Reclaimed Water Pro�ct Bid Set B. American Water Works Association (AWWA) 1. AVWVA C900: Standard for PVC Pressure Pipe Fabricated Fittings, 4 Through 12 inches, for Water Distribution , 1.04 REQUIREMENTS 1 � C� 1 �� 1 ' 1 , C� /�� 1.3 � I �] ' � 1 , Section IV-a , GENERAL 1. Praducts delivered under this specification shall b� manufactured only from water distribution pipe and couplings conforming to AVWVA C900/C905. The restrained joint pipe shall also meet all short and long term pressure test requirements AVWVA C900/C905. Pipe, couplings, and all locking spline components used ther�an shall be completely non-metallic ta eliminate corrosion problems. MATERIALS 1. Pipe and couplings shall be made from unplasticized PVC compounds having a minimum cell classification of 12454, as defined in ASTM D1784. The compound shall qualify for a Hydrostatic Design Basis (HDB) of 4000 psi for water at 73.4 Degrees �, in accordance with the requirements of ASTM D2837. APPROVALS 1. Restrained joint pipe products shall been tested and approved by an independent third-party laboratory for continuous use at rated pressure. Copies of Agency approval reports ar product listing shall be provided to the Engineer. Products intended far contact with potable water shall be evaluated, tested, and certified for canformance with NSF Standard 61 by an acceptable certifying organization. DIMENSIONS 1. Nominal outside diameters and wall thicknesses of thrust-restrained pipe shall conform to the requirements of AVWVA C9p0. Thrust- restrained pipe shall be furnished in sizes 4, 6, 8 and 12 inches Class 150 and Class 200. Pipe shall be furnished in standard lengths of 20 feet. 2. Dimensions of the pipe thrust restraint groaves shall be in accordance with manufacturer`s specificatians. 02610-2 Greenlea East-West Interconnect Reclaimed Water Pro�ct Bid Set E F JOINTS 1. The pipe shall be joined using nan-metallic couplings which, together, have been designed as an integral system far maximum reliability and interchangeability. High-strength flexible thermoplastic splines shall be inserted into matting precision- machined groves in the pipe and coupling to pravide full 360 degree restraint with evenly distributed loading. 2. Couplings shall be designed for use at the rated pressure of the pipe with which they are utilized, and shall incorporate twin elastomeric sealing gaskets meeting the requirements of ASTM F477. Joints shall be designed to meet the leakage test requirements of ASTM D3139. QUALITY CONTROL 1 � � i �� L� ' � 1 1. Every pipe and machined coupling shall pass AVWVA C6p5 ' hydrostatic proof test requirements. G. MARKING � 1. Pipe shall be legibly and permanently marked in ink with the fallowing information. a. Manufacturer and Trade Name b. Nominal Size 8� DR Rating/Pressure Class c. Hydrastatic Proof Test Pressure d. (NSF-61) e. Manufacturing Date Code 2. Pipe and couplings shall alsa bear the mark of the certifying agency(s) which have tested and approved the product for use in fire pratection applications. WORKMANSHIP 1. As defined in AWWA C900, pipe and couplings shall be hamogeneous thraughout and free fram vaids, cracks, inclusians, and other defects, and shall be as uniform as commercially practicable in color, density, and ath�r physical characteristics. Na cross connection between th� reclai'med water system and the patable water system shall be allowed. At all locatians where reclaimed water service is pravided, the public potable water supply shall be pratected by installation of an approved backflow prevention device. Section IV-a 02610-3 ' C� 1 � ' � � LI � ' 1 ' Greenlea East-West Interconnect Reclaimed Water Pro�ct �, i � 1 r�.- �.� Bid Set 1. The pipe shall be warranted for one year after substantial completion per the pipe supplier's standard terms. ' 1.05 SUGGESTED SOURCE O� SUPPLY 1 I� 1 ' 1 1 1 A, Restrained Jaint PVC Pipe shall be CertainTeed`s Certa-Lak C900/RJ System, or appraved equal. 1.06 SUBMITTALS A. In general, shop drawings and related manufacturer's product certification shall be made in accordance with Paragraph �.11.1 of Section III - General Conditions of the Cantract Documents far approval prior to constructian or fabrication of the material by the manufacturer. B. The following PRODUCT DATA is required from the pipe/fittings supplier: 1 2 3 4 5 6 7 S Pipe Size Dimensionality Pressur� Class per applicable standard Color Recommended Minimum Bending Radius Recommended Maximum Safe Pull Force Pipe and installation services warranty information. Written pracedural documentation for piping products including proper handling and storage, installation, tapping, and testing. , 1.07 SEPARATION OF RECLAIMED WATER, POTABLE WATER, AND WASTEWATER LINES LJ ' 1 � �-� A. Wherever practical, reclaimed water mains shauld b� installed on the opposite side of the street from potable water mains. A minimum horizontal separation of 5 feet (center to center) or 3 feet (outside to outside) shall be maintained between reclaimed water mains and potable water mains, sanitary sewers, or sanitary force mains. Where a reclaimed water main crasses a potable water main, sanitary sewer, ar sanitary farce main, a minimum af 1$ inches vertical clearanc� shall be maintained. Where 18 inches of vertical clearance cannot be maintained, the crossing shall be arranged sa that the joints of the two pipes are equidistant from the point of crossing with na less than 1 p feet between any two joints. Alternatively, the reclaimed water main may be placed in a casing to obtain the equivalent af the required 10 feet separation. , Section IV-a LJ 02610� Greenlea East-West Interconnect Reclaimed Water Pro�ct Bid Set 1.08 SYSTEM IDENTI�ICATION A. All r�claimed water piping and appurtenances shall be clearly identified ta inform the public and employees that the water is not intended for drinking. , r L_J 1 B. The following features shall be included in the design of reclaimed water facilities: , 1. All buried reclaimed water transmission and distribution piping shall be color coded purple. For PVC mains, color shall be an integral part of the pipe material. 2. All abave ground valves, meters, and other devices, and other appurtenances shall be painted purple. Th� color standard for paint shall be Pantane color 522C with light color stableant or appraved equal. 3. Tracer Wire: See Sectian 15065. 4. Covers for all valv� baxes, meter boxes, and ather below ground devices on the reclaimed water system shall be painted purple. Covers shall be permanently embossed with the wording "Reclaimed Water". Valve boxes shall be square, U.S. Faundry ar approved equal. PART 2 �RODUCTS Z.Q1 CERTA-LOK POLYVINYL CHLORIDE (PVC) PIPE A. The pipe material to be used shall meet AW1NA C900 standards for Polyvinyl Chloride pressure pipe and fittings with a dimension ratio DR1 S ar DR14. All other pipe shall have the written appraval of the ENGINEER and meet all submittal review as an optional approved product. The pipe shall be designated as Certa-Lok C9Q0/RJ as manufactured by CertainTeed Corporatian. B. The pipe shall be joined using separate PVC caupling with beveled edges, built-in sealing gaskets and restraining grooves. The restraining splines shall be square or rectangular, and made from Nylan 101. C D Exposed splines shall be cut flush to coupling to reduce soil drag. Couplings shall be beveled on leading edges to minimize soil friction. �� 1 , 1 CJ 1 �l � L i�I �J �� 1 1 Section IV-a 02610-5 1 ' Greenlea East-West Interconnect Reclaimed Water Proect 1 Ij 1 L� � ' , 1 l� [� , ' � 1 1 � � 1 r-- u Bid Set E. CONTRACTOR shall adhere to the pipe manufacturer`s most current calculations regarding tensile load limitations for trenchless applicatian. This calculation shall be part of the required submittal (see chart below). Pipe Coupling Maximum Maximum Pull- SiZe SDR Class O.D. O.D. Pull-In Force In Force (inch) Tightest Straight Pull (inch) (inch) Bendin No Bendin 4 18 150 si 4.80 5.964 6,7001bs. 8,2001bs. 6 18 150 si 6.90 8.366 9,OOOIbs. 12,8001bs. 8 18 150 si 9.05 10.947 1$,OOOIbs. 25,2001bs. 12 18 150 si 13.20 15.836 26,440 Ibs. 41,100 Ibs. F. CONTRACTOR shall adhere to the pipe manufacturer`s most current recommendatians regarding radius of curvature for Certa-Lok C900/RJ pipe used for trenchless application. This calculation of each bore shall be part of the required submittal prior to work. Pipe Diameter Min. Radius of OHset per 20. Deflection per 20. inch Curature ft. Len th ft. Len th 4 100 24 11.5 Degrees 6 150 16 7.6 De rees 8 200 12 5.7 De rees 12 300 $ 3.$ De rees 2.02 RECLAIMED WATER SERVICE CONNECTIONS A. All reclaimed water service lines twa (2) inches in diameter and smaller shall be constructed of palyethylene (PE) tubing, DR9. B. All residential service connections 6Q feet and less in length shall be 1- inch in diameter. All residential service connections greater than 6� feet in length shall be 2-inch diameter unless othenrvise noted on the drawings. C. All Iong side service cannections shall be cased. One electronically detectable 12-gauge Copperhead E�ra High Strength copper-clad steel tracer wire as manufactured by Copperhead Industries or approved equal shall be installed with each long service. The service Tubing and Tracer Wire shall be installed inside the casing sleeve. D. Polyethylene extrusion compaund from which the PE pipe and tubing are eactruded shall comply with the applicable requirements for the Type III, Grade P34, Class C, PE 3408, very high molecular weight polyethylene plastic material, as specified in ASTM D1248, a c�ll classification of 345434C or 355434C as specified in ASTM D3350. Section IV-a 02610-6 Greenlea East-West Interconnect Reclaimed Water Pro�ct 1 Bid Set � E. Poly�thylene tubing shall be SDR 9-200 PSI type CTSVOD (copper tubing size) or approved equal. The average outside diameter, minimum wall thickness and respective tolerances for any cross-section shall be as specified in ASTM D2737. F. Polyethylene reclaimed water service pipe or tubing shall be identified with solid purple coloring and shall be equal in every respect to PLEXCO PE3408 Industrial Piping or ENDOT Reclaimed Water Tubing, Other acceptable manufacturers include Vanguard Plastics and Orangeburg Industries. G. Enviranmental stress cracking resistance testing shall be perFormed in accordance with ASTM D1693, Condition C, and shall have no failures after 5000 hours duration. H. Tapping saddles, corporation stops, curb staps, tapping tees, and meter boxes shall be provided and installed by the Contractar far each service connection. Refer ta the Contract Drawings for more details. The Contractor, after installing the sleeve and prior to making the tap, shall insur� that the sleeve is providing a watertight joint by means of pressure testing with pressures in accordance with Part 3.05 of this Section. If leaks are present, the Cantractor is required to repair them to satisfaction of the Praject Representative. PART 3 �XECUTION 3.01 DELIVERY AND OFF-LOADING A. All pipes shall b� bundled ar packaged in such a manner as to provide adequate protectian af the ends during transportation to th� site. Any pipe damaged in shipment shall be replaced as directed by the Owner or Engineer. 0 C Each pipe shipment should be inspected prior to unloading ta see if the load has shifted ar atherwise been damaged. Notify Owner or Engineer immediately if more than immaterial damage is faund. Each pipe shipment should be checked far quantity and proper pipe size, color and type. Pipe should be loaded, aff-loaded, and otherwise handled in accardance with AVWVA M23, and all of the pipe supplier's guidelines shall be followed. Section IV-a 02G10-7 LJ ' 1 , C� � ' � 1 ' l� ' 1 1 Ll , Greenlea East-West Interconnect Reclaimed Water Pro�ct Bid Set D. Off-loading devices such as chains, wire rop�, chokers, ar oth�r pipe handling implements that may scratch, nick, cut, ar gouge the pipe are strictly prohibited. E. ❑uring removal and handling, be sure that the pipe does not strike anything. Significant impact cauld cause damage, particularly during cald weather. F. If appropriate unloading equipment is not available, pip� may be unlaaded by remaving individual pieces. Care shauld be taken to insure that pipe is not dropped ar damaged. Pipe should be carefiully lowered, nat dropped, from trucks. 3.02 HANDLING AND STORAGE A. Any length of pipe showing a crack or which has received a blow that may have caused an incident fracture, even though no such fracture can be seen, shall be marked as rejected and removed at ance from the work. Damaged areas, or possible areas af damage may be r�maved by cutting out and removing the suspected incident fracture area. Limits of the acceptable length of pipe shall be determined by the Owner or Engineer. B. Any scratch or gouge greater than 10 percent of the wall thickness will be considered significant and can be rejected unless determined acceptable by the Owner or Engineer. C. Pipe lengths shauld be stored and placed on level ground. Pipe shauld be stored at the jab site in the unit packaging pravided by the manufacturer. Caution should be exercised to avoid compressian, damage, or deformation to the ends of the pipe. The interior of the pipe, as well as all end surfaces, should be kept free from dirt and foreign matter. D. Pipe shall be handled and supported with the use of woven fiber pipe slings or approved equal. Care shall be exercised when handling the pipe to not cut, gouge, scratch or otherwise abrade the piping in any way. E. If pipe is to be stored far periods of 1 year or longer, the pipe should be shaded or otherwise shielded from direct sunlight. Covering of the pipe which allows for temperature build-up is strictly prohibited. Pipe should be covered with an opaque material while permitting adequate air circulation above and around the pipe as required to prevent excess h�at accumulation. , F. ' Section IV-a ' Pipe shall be stored and stacked per the pip� supplier's guidelin�s. 02610-8 Greenlea East-West Interconnect Reclaimed Water Pro�ct Bid Set 3.03 PREPARATION PRIOR T� MAKING CONNECTIONS INTO EXISTING PIPING SYSTEMS A. Approximate locatians for existing piping systems are shown in the construction dacuments. Prior to making connections into existing piping systems, the Contractor shall: � '� � ' , 1. Fi�ld verify lacation, size, piping material and piping system of the ' existing pipe. 2. Obtain all required fittings, which may include saddles, sleeve type , couplings, flanges, tees, or others as shown in the construction documents. 3. Have installed all temporary pumps and/or pipes in accordance with established connection plans. B. Unless otherwise approved, new piping systems shall be completely assembled and successfully tested priar ta making cannections inta existing pipe systems. 3.04 PIPE SYSTEM CONNECTIONS A. Pipe cannections shall be installed per applicable standards and regulatians, as well as per the connection manufacturer's guidelines and as indicated in the Constructian Documents. Pipe connections to structures shall be installed per applicable standards and regulations, as well as per the connection manufacturer's guidelines. 3.05 TAPPING FOR POTABLE AND NON-POTABLE WATER APPLICATIONS A. Tapping shall be perfarmed using standard tapping saddles designed for use on PVC piping in accordance with AVWVA C605. Tapping shall be perFormed anly with use ofi tap saddles or sleeves. NO DIRECT TAPPING WILL BE PERMITTED. Tapping shall be performed in accordance with the applicable sections far Saddle Tapping per Uni-Pub-8. B. All connections requiring a larger diameter than that recommended by the pipe supplier, shall be made with a pipe connection as specified and indicated on the drawings. C. Equipment used far tapping shall be made specifically for tapping PVC pipe: , � 1 , 1 �J � ' 1 ' L 1. Tapping bits shall be slotted "shell" style cutters, specifically mad� for PVC pipe. `Hole saws' made for cutting wood, steel, ductile , Section IV-a 02610-9 , II � L.J , I 1 1 Greenlea East-West Interconnect Re�laimed Wat�r Pro�ct Bid Set ' 3.06 ' �� ' 1 iran, or other materials are strictly prohibited. Shell cutter tapping bits for 1-inch services shall be 7/8-inch diameter. Shell cutter tapping bits for 2-inch s�rvices shall be 1-3/4 inch diameter. 2. Manually aperated or power operated drilling machines may be used. D. Taps may be perFormed while the pipelin� is filled with water and under pressure (`wet' tap), or when the pipeline is not filled with water and not under pressure (`dry' tap). PIGGING, FLUSHING AND CLEANING A. All mains shall be pigged, cleaned and flushed ta remove all sand and other foreign matter after the service lines have been installed. The Cantractar shall be respansible for developing a pigging and flushing plan ta be submitted to the Engineer for approval prior to pigging and flushing. The Contractor shall dispase of all water used pigging and for flushing without causing a nuisance or property damage. Any permits required for the disposal of flushing water shall be the responsibility of the Contractor. B. Pigs shall be af sufFicient size to clear the pipelines of any sand, debris and construction materials. ' 3.07 TESTING LJ , n L� C � 1 , 1 ' Section IV-a ' This Section supersedes Specification Section IV.41.4.1. Testing shall comply with all applicable jurisdictional building codes, statutes, standards, regulations and laws. Pressure Testing 1. The Cantractor shall backfill all pipe and thrust blocking befnre pressure testing unless the Praject Representative directs certain joints or connections left uncovered. Where thrust blocking is provided the pressure test shall not be made until at least five (5) days after the thrust blocking has been installed. A high early strength concrete may be used to reduce this time. 2. All newly laid pipe, including fitting and valves shall be pressure tested in accordance with AVWVA C-fiQ5. The duration of each such test will be at least two hours. 02610-10 Greenlea East-West Interconnect Reclaimed Water Proect n Section IV-a , Bid Set , 3. Each valved section of pipe shall be slowly filled with water and a pump shall b� haaked to the pipe in a manner satisfactory to the Project Representative to supply the test pressure af 15p psi. The pump, pipe connection and all necessary apparatus shall be furnished by the Contractor. The gauges used shall be furnished by the Cantractar. The Contractor shall, upon r�quest af the Project Representative, furnish to the Utilities Department certified test data for pressure gauges used for pressure testing. 4. Before applying the specified test pressure, all air shall be expelled from the pipe. Permanent air relief valves shall be located as shown on the plans. If air relief valves are not furnished the Contractor shall install corporation cocks for this purp�se. 5. All expased pipe, fittings, valves, joints and appurtenances shall be carefully examined during the open-trench test. Any cracked or defective pipe, fittings, valves or appurtenances discovered in consequence af this test shall be removed and replaced with acceptable material and the t�st shall be repeated to th� satisfaction of the Project Representative. Leakage Test 1. A leakage test shall be conducted after the pressure test has been satisfactorily completed. The Contractor shall, as befare, furnish all pumps, pipe, cannectians and other items required to satisfactorily complete the leakage test. The leakage test shall have duration of two hours at the pressure specified for the pressure test. No pipe installation will be accepted if the leakage is greater than that determined by the formula far mechanical and push-an joints: L= SDP'�z 148,000 L= Allowable leakage [gph] S= Length of pipe tested [feet] D= Nominal diameter of pipe [inches] P= Average pressure during test [psig] 2. The Owner, or his duly authorized Praject Representativ�, shall witness these tests. The Contractor shall be responsible for finding and repairing leaks. Na additianal cast may be incurred by the �wner due to repairs because of failure af either test. The Project Repres�ntative has the authority to determine the number af repairs that will be made within a given length of pipe and has the right to request the Contractor to remove and relay a section of pipe if such does not comply with the established leakage rates as shown in the following table: 02610-11 Greenlea East-West Interconnect Reclaimed Water Pro�ct Bid Set ALLOWABLE LEAKAGE IN GALLONS PER HOUR (Test Pressure �50 psi) P��i e_diameter Leaka, e per 1,000 feet 2 0.18 4 0.33 6 �.50 8 0.66 1 Q 0.83 12 0.99 16 1.32 E. The manufacturer`s recommendations on bend radius and tensile strength shall be observed. F. All service lines on the new mains shall also be tested along with the new mains. G Notice of Test: The Contractor shall give the Owner 48 hours advance notice of the time when the installation is ready for hydrostatic testing. END OF SECTION Section IV-a �2610-12 Greenlea East-West Interconnect Reclaimed Water Proiect SECTION 02620 DIAMOND LOCK-21 PVC PIPE PART 1 — GENERAL 1.01 WORK INCLUDED 1 Bid Set ' A. This section supersedes Specificatian Section IV.41.2.2.2. It specifies Diamand Lok-21 polyvinylchloride pipe (PVC), including standards for dimensionality, testing, quality, safe handling, and storage. B, Furnish all labor, materials and equipment required to install 4-, 6-, 8, and 12-inch Diamond Lok-21 C9Q0/RJ PVC reclaimed water mains pipe in accordance with the requirements of the Cantract Documents. The pipe size, type and length shall b� as specified herein and as shown an the Drawings. Work shall include and not be limited to proper installation, testing, restoration af underground utilities and environmental protection and restoration. 1.OZ SCOPE A. This specification covers thrust-restrained Poly-Vinyl Chloride (PVC) pipe, in nominal sizes 4 to12 inches with cast iron outside diameters. Pipe is included for use as a pressure-rated water delivery system, reclaim water system, as well as in sewer force main and fire protectian piping applications. B. Contractar shall be responsible far all installatian pracesses and procedures associated with th� installation by horizontal directional drilling in accordance with Specification Section 02071, ar by open-cut in accordance with Specification Sectian IV.41.3.2.2. 1.03 REFERENCE DOCUMENTS � Section IV-a American Society for Testing Materials (ASTM) 1. ASTM D1784: Standard for Rigid PVC Compounds and Chlarinated PVC Campounds ASTM D2837: Standard Test Method for Obtaining Hydrostatic Design Basis for Thermoplastic Pipe Materials 1 , � 2. ASTM D3139: Standard Specificatian for Joints for Plastic Pipes ' Using Flexible Elastomeric Seals 02620-1 � ' 1 1 I i ' Greenlea East-West Interconnect Reclaimed Water Project Bid Set 3. ASTM F477: Standard Specification for Elastomeric Seals (Gaskets) far Jaining Plastic Pipe B. American Water Works Association (AWWA) 1. AWWA C900: Standard for PVC Pressure Pipe Fabricated Fittings, 4 Through 12 inches, for Water Distribution ' 1.04 REQUIREMENTS ' , ' I_1 � GENERAL 1. Products delivered under this specificatian shall be manufactured only from water distribution pipe and couplings conforming to AW1NA C900/C905. The restrained jaint pipe shall also meet all shart and lang term pressure test requirements AVWVA C900/C905. u_ : _ ' 1. Pipe shall be made from unplasticized PVC compaunds having a minimum cell classification of 12454, as defined in ASTM D1784. The compound shall qualify for a Hydrostatic Design Basis (HDB) , of 4000 psi for water at 73.4 Degrees F, in accordance with the requirements of ASTM D2837. 1 ' 1 �J � � APPROVALS 1. Restrained joint pipe products shall bEen tested and approved by an independent third-party laboratory far continuous use at rat�d pressure. Copies af Agency approval r�ports or praduct listing shall be provided to the Engineer. Products intended for contact with potable water shall be evaluated, tested, and certified far conformance with NSF Standard 61 by an acceptable certifying arganization. DIMENSIONS ' 1. Nominal outside diameters and wall thicknesses af thrust-restrained pipe shall confarm to the requirements of AVWVA C900. Thrust- restrained pipe shall be furnished in sizes 4, 6, 8, and 12 inches, , Class 150 and Class 200. Pipe shall be furnished in standard lengths of 20 feet. C� ' section �v-a � o2sza-z Greenlea East-West Interconnect Reclaimed Water Project E. JOINTS 1 Bid Set , 1. The pipe shall be jained using the Bulldog Restraint System� with a Rieber gasket per ASTM F477 to provide full restraint with evenly distributed loading. F. QUALITY CONTROL 1. Every pipe and joint shall pass AWWA C605 hydrastatic proof t�st requirements. G. MARKING 1. Pipe shall be legibly and permanently marked in ink with the following infarmatian. a. Manufacturer and Trade Name b. Nominal Size & DR Rating/Pressure Class c. Hydrostatic Proof Test Pressure d. (NSF-61) e. Manufacturing Date Code 2. Pipe and couplings shall also bear the mark of th� certifying agency(s) which have tested and approved the product for use in fire protection applications. � H. WORKMANSHIP 1. As defined in AWWA C900, pipe and cauplings shall be homog�neous throughout and free from voids, cracks, inclusions, and other defects, and shall be as uniform as commercially practicable in color, density, and ather physical characteristics. No crass connection between th� reclaimed water system and the potable water system shall be allowed. At all locations where reclaimed water service is provided, the public potable water supply shall be pratected by installation of an approved backflow prevention device. J. WARRANTY 1. The pipe shall be warranted for one year after substantial completion per the pipe supplier's standard terms. Section IV-a Q2620-3 ' � � � �� J � ' � �, J Greenlea East-West Interconnect Reclaimed Water Proiect 1.�5 SUGGESTED SOURCE OF SUPPLY Bid Set A. Restrained Joint PVC Pip� shall be Diamond Plastics`s Diamond Lok-21 C900 System, or approved equal. 1.06 SUBMITTALS A. In general, shop drawings and related manufacturer's praduct certification shall be made in accordance with Paragraph 6.11.1 of Sectian III - General Conditions afi the Contract Documents for approval prior to construction or fabrication of the material by the manufacturer. B. The follawing PRODUCT DATA is required from the pipe/fittings supplier: 2. 3. 5. 6. 7. 8. Pipe Size Dimensionality Pressure Class per applicable standard Color Recommended Minimum Bending Radius Recammended Maximum Safe Pull Force Pipe and installation services warranty information, Written procedural documentation for piping products including praper handling and starage, installation, tapping, and testing. 1.07 SEPARATION OF RECLAIMED � WASTEWATER LINES ll � � � ' i WATER, POTABLE WATER, AND A. Wherever practical, reclaimed water mains should be installed on the opposite side of the street from potable water mains. A minimum horizontal separation of 5 feet (center to center) or 3 feet (outside ta outside) shall be maintained between reclaimed water mains and potable water mains, sanitary sewers, ar sanitary farce mains. Where a reclaimed water main crosses a potable water main, sanitary sewer, or sanitary force main, a minimum of 18 inches vertical clearance shall be maintained. Where 18 inches af vertical clearance cannat be maintained, the crassing shall be arranged so that the joints of the twa pipes are equidistant from the point of crossing with na less than 10 feet between any two jaints. Alternatively, the reclaimed water main may be placed in a casing to obtain the equivalent of the required 10 feet s�paration. 1.08 SYSTEM IDENTIFICATION A. All reclaimed water piping and appurtenances shall be cl�arly identified to inform the public and employees that the water is not intended for drinking. , Section IV-a � 02620-4 Greenlea East-West Interconnect Reclaimed Water Project C� Bid Set � B. The following features shall be included in th� design ofi reclaimed water facilities: 1. All buried reclaimed water transmission and distribution piping shall be color coded purple. For PVC mains, color shall be an integral part of the pipe material. 2. All above ground valves, meters, and ather appurtenanc�s shall be painted purple. The paint shall be Pantone color 522C with light approved equal. 3. Tracer Wire: See Section 15065. � � devices, and other color standard for � colar stableant ar 4. Covers for all valve baxes, meter boxes, and other below ground devices an the reclaimed water system shall be painted purple. Cavers shall be permanently embossed with the warding "Reclaimed Water". Valve boxes shall be square, U.S. Faundry ar approved equal. PART 2 �- PRODUCTS 2.01 DIAMOND LOK-21 POLYVINYL CHLORIDE (PVC) PIPE A. The r�straint joint C900 DR 18, PVC pipe (4 through 12 inches) is made of 12454 campound per ASTM D1784, in accordance with the dimensional, chemical, and physical requirements of AVWVA C90�. The PVC pipe bears the mark of NSF, Internatianal. All other pipe shall have the written approval of the ENGINEER and meet all submittal review as an optional approved product. The pipe shall be designated as Diamond Lok-21 C900 as manufactured by Diamond Plastics Corporation. B. Diamand Lok-21� restraint joint C900 utilizes the Bulldog Restraint System� with a Rieber gasket per ASTM F477 ta seal the integral bell socket to the spigat of the next joint. This conforms to the requirements of ASTM D3139. C. n Each male end is beveled to facilitate joint assembly, and the spigot is reference marked to ensure praper insertion depth. Diamond furnished lubricant is to b� used in the joining pracess. � � l_J � i i � � � � � E. CONTRACT�R shall adhere to the pipe manufacturer`s most current � calculations regarding tensile load limitatians for trenchless applicatian. This calculation shall be part of the required submittal (see chart below). S�ction IV-a 02G20-5 ' ' 1 1 ' ' 1 � 1 ' 1 ' 1 1 ' ' � ' ' 1 ' Greenlea East-West Interconnect Reclaimed Water Project Bid Set Pipe Minimum Wall Maximum Pull- Size Bell O.D. In Force (inch) SDR Class (D h) (inch) Th`i�k�hjss Straight Pull No Bendin 4 18 150 si 4.80 6-1/2 0.267 15,Qp01bs. 6 18 150 si 6.90 9-1/4 0.383 20,OOOIbs. 8 18 150 si 9.05 11-3/4 0.5D3 30,OOOIbs. 12 18 150 si 13.20 16-3/4 0.733 45,000 Ibs. F. CONTRACTOR shall adhere to the pipe manufacturer`s most current recommendations regarding radius of curvature for Diamond Lok-21 C900 pipe used for trenchless application. This calculation of each bore shall be part of the required submittal prior to work. G. Neither the pipe nor the jaint should be axially deflected in any manner to cause stress at the joint. H. Diamond C900 and C905 will accommodate a 1degree change in direction for a four inch afFset per jaint. The minimum radius of curvature for 20-foot joints is 1,146 feet. This, minimum radius of curvature, assumes the spigot is not inserted beyond the insert reference mark. Inserting the spigot beyond the inserk reference mark reduces allowable jaint offset. 2.02 RECLAIMED WATER SERVICE CONNECTIONS A. All reclaimed water service lines two (2) inches in diameter and smaller shall be constructed of polyethylene (PE) tubing, DR9. B. All residential service connections 60 feet and less in length shall be 1- inch in diameter. All residential service connections greater than 60 feet in length shall be 2-inch diameter unless otherwise noted an the drawings. C. All long side service connections shall be cased. On� electronically detectable 12-gauge Copperhead Extra High Strength copper-clad steel tracer wire as manufactured by Copperhead Industries or approved equal shall be installed with each long service. The service Tubing and Tracer Wire shall be installed inside the casing sleeve. D. Polyethylene extrusion compound from which the PE pipe and tubing are extruded shall comply with the applicable requirements for the Type III, Grade P34, Class C, PE 34p8, very high malecular weight polyethylene plastic material, as specified in ASTM D1248, a cell classification of 345434C or 355434C as specified in ASTM D3350. E. Section IV-a Polyethylene tubing shall be SDR 9-200 PSI type CTSVOD (copper tubing size) or approved equal. The average outside diameter, minimum wall 02620-6 Greenlea East-West Interconnect Reclaimed Water Project Bid Set thickness and respective tolerances for any cross-section shall be as specified in ASTM D2737. F. Polyethyl�ne reclaimed water service pipe or tubing shall be identified with solid purple coloring and shail be equal in every respect to PLEXCO PE3408 Industrial Piping or ENDOT Reclaimed Water Tubing. Other acceptable manufacturers include Vanguard Plastics and Orangeburg Industries. G. Environmental stress cracking resistance testing shall be performed in accardance with ASTM D1693, Condition C, and shall have no failures after 50p0 hours duration. H. Tapping saddles, carporation stops, curb stops, tapping tees, and meter baxes shall be provided and installed by the Contractor for each service cannection. Refer to the Contract Drawings for more details. The Contractor, after installing the sleeve and prior to making the tap, shall insure that the sleeve is providing a watertight joint by means of pressure testing with pressures in accordance with Part 3.05 af this Section. If leaks are present, the Contractor is required to repair them to satisfaction of the Project Representative. PART 3 — EXECUTION 3.01 DELIVERY AND OFF-LOADING A. All pipes shall be bundled ar packaged in such a manner as to provide adequate protection of the ends during transportation to the site. Any pipe damaged in shipment shall be replaced as directed by the pwn�r or Engineer. B. Each pipe shipment should be inspected prior ta unloading ta see if the load has shifted or otherwise been damaged. Notify Owner or Engineer immediately if more than immaterial damage is found. Each pipe shipment should be checked for quantity and proper pipe size, colar and type. C. Pipe should be loaded, ofF-loaded, and atherwise handled in accordance with AVWVA M23, and all of the pipe supplier's guidelines shall be followed. D. OfF-laading devices such as chains, wire rope, chokers, ar ather pipe handling implements that may scratch, nick, cut, or gouge the pipe are strictly prahibited. Section IV-a 02620-7 1 ' 1 � � � � 1 1 1 , 1 , � � ' � 1 1 1 1 ' 1 1 , 1 ' � Greenlea East-West Interconnect Reclaimed Water Project Bid Set E. During removal and handling, be sure that the pipe does not strike anything. Significant impact could cause damage, particularly during cold weather. F. If appropriate unloading equipment is not available, pipe may be unloaded by removing individual pieces. Care should be taken to insure that pipe is not dropped ar damaged. Pipe should be carefully lowered, not dropped, from trucks. 3.02 HANDLING AND STQRAGE A. Any length af pipe showing a crack or which has received a blow that may have caused an incident fracture, even though na such fracture can be seen, shall be marked as rejected and removed at once from the work. Damaged areas, or possible areas af damage may be removed by cutting out and remaving the suspected incident fracture area. Limits of the acceptable leng#h of pip� shall be determined by the Owner or Engineer. B. Any scratch or gouge greater than 10 percent of the wall thickness will be considered significant and can be rejected unless determined acc�ptable by the �wn�r or Engineer. , C. Pipe lengths should be stored and placed on level ground. Pipe shauld be stored at the job site in the unit packaging provided by the manufacturer. Caution shauld be exercised to avaid compr�ssion, damage, or 1 deformation to the ends of the pipe. The interior of the pipe, as well as all end surFaces, should be kept free from dirt and foreign matter. 1 I J , 1 D. Pipe shall be handled and supported with the use of woven fiber pipe slings or approved equal. Care shall be exercised when handling the pipe to not cut, gouge, scratch or otherwise abrade the piping in any way. E. If pipe is to be stored for periods af 1 year or longer, the pipe should be shaded ar otherwise shielded from direct sunlight. Covering of the pipe which allaws for temperature build-up is strictly prohibited. Pipe should be cavered with an opaque material while permitting adequate air circulatian above and araund the pipe as required to prevent excess heat accumulation. " F. � 1 , Section IV-a ' Pipe shall be stared and stacked per the pipe supplier's guidelines. 02G2Q-8 Greenlea East-Wes# In#erconnec# Reclaimed Water Proiect ' Bid Set ' 3.03 PREPARATION PRIOR TO MAKING CONNECTIONS INTO EXISTING PIPING SYSTEMS A. Appraximate lacations for existing piping systems are shown in the constructian documents. Prior to making cannections into existing piping systems, the Contractor shall: 1 �� 1. Field verify lacation, size, piping material and piping system of the � existing pipe. 2. Obtain all required fittings, which may include saddles, sleeve type � couplings, flanges, tees, or athers as shown in the construction documents. 3. Have installed all temporary pumps and/ar pipes in accordance with established connectian plans. B. Unless otherwise approved, new piping systems shall be completely ass�mbled and successfully tested prior to making connections inta existing pipe systems. 3.04 PIPE SYSTEM CONNECTIONS A. Pipe conn�ctions shall be installed per applicable standards and regulations, as well as per the connection manufacturer's guidelines and as indicated in the Construction Documents. Pipe connections to structures shall be installed per applicable standards and regulations, as well as p�r the connection manufacturer's guidelines. 3.05 TAPPING FOR POTABLE AND NON-POTABLE WATER APPLICATIQNS A. Tapping shall be performed using standard tapping saddles designed for use an PVC piping in accordance with AW1NA C605. Tapping shall be performed only with use of tap saddles or sleeves. NO DIRECT TAPPING WILL BE PERMITTED. Tapping shall be perfarmed in accardance with the applicable sections for Saddle Tapping per Uni-Pub-8. B. All connections requiring a larger diameter than that recammended by the pipe supplier, shall be made with a pipe connection as specified and indicated an the drawings. C Equipment used for tapping shall be made specifically for tapping PVC pipe: ' � � ' � 1 ' , ' � , 1 Section IV-a 02620-9 ' 1 � ' � , � ' , 1 ' � ' Greenlea East-West Interconnect Reclaimed Water Project Bid Set 1. Tapping bits shall be slotted "shell" style cutters, specifically made for PVC pipe. `Hale saws' made for cutting woad, steel, ductile iron, ar other materials are strictly prohibited. 2. Manually operated or power operated drilling machines may be used. D. Taps may be performed while the pipeline is filled with water and under pressure (`wet' tap), or when the pipeline is not filled with water and not under pressure ('dry' tap). 3.06 PIGGING, FLUSHING AND CLEANING A. All mains shall be pigged, cleaned and flushed to remave all sand and other foreign matter. The Contractor shall be responsible for d�veloping a pigging and flushing plan to be submitted to the Engineer far approval priar to pigging and flushing. The Contractar shall dispose of all water used pigging and for flushing withaut causing a nuisance or property damage. Any permits required for the disposal of flushing water shall be the responsibility of the Contractor. 3A7 TESTING A. B. C, 1 1 1 ' ' ' Section IV-a 1 This Sectian supersedes Specification Sectian IV.41.4.1. Testing shall comply with all applicable jurisdictianal building cades, statutes, standards, regulations and laws. Pressure Testing 1. The Contractor shall backfill all pipe and thrust blacking before pressure testing unless the Project Representative directs certain joints or connections left uncovered. Where thrust blocking is provided the pressure test shall not b� made until at least five (5) days after the thrust blocking has been installed. A high early strength concrete may be used ta reduce this time. 2. All newly laid pipe, including fitting and valves shall be pressure tested in accordance with AVWVA C-605. Th� duration of each such test will be at I�ast two hours. 3. Each valved section of pipe shall be slowly filled with water and a pump shall be hooked to the pipe in a manner satisfactory to the Project Representative to supply the test pressure of 150 psi. The pump, pipe cannection and all necessary apparatus shall be 02620-10 Greenlea East-West Interconnect Reclaimed Water Proiect 0 Section IV-a Bid Set furnished by the Cantractor. The gauges used shall be furnished by the Contractor. The Contractor shall, upon request af the Project Representative, furnish to the Utilities Department certified test data for pressure gauges used for pressure testing. 4. Before applying the specified test pressur�, all air shall be expelled fram the pipe. Permanent air relief valves shall be located as shown on the plans. If air relief valves are not furnished the Contractar shall install corporation cocks for this purpose. 5. All exposed pipe, fittings, valves, joints and appurtenances shall be carefully examined during the open-trench test. Any cracked or defective pipe, fittings, valves or appurtenances discavered in cansequence of this test shall be removed and replaced with acceptabl� material and the test shall be r�peated to the satisfactian of the Project Representative. Leakage Test 1. A leakage test shall be canducted after the pressure test has been satisfactorily completed. The Contractor shall, as befare, furnish all pumps, pipe, conn�ctions and other items required ta satisfactorily camplete the leakage test. The leakage test shall have a duratian of two hours at the pressure specified for the pressure test. No pipe installation will be accepted if the leakage is greater than that determined by the formula for mechanical and push-an joints: L= SDP��2 14$,000 L= Allowable leakage [gph] S= Length af pipe tested [feet] D= Nominal diameter of pipe [inches] P= Average pressure during test [psig] 2. The Owner, or his duly authorized Project Representativ�, shall witness these tests. The Cantractor shall be responsible fior finding and repairing leaks. No additional cost may be incurred by the �wner due ta repairs because af failure ofi either test. The Praject Representative has th� authority to determine the number of repairs that will be made within a given length of pipe and has the right to request the Contractor to remave and relay a section of pipe if such does nat camply with the established leakage rates as shown in the following table: p262Q-11 ' � , 1 � � 1 � i � � 1 1 �1 � J ' 1 � � Greenlea East-West Interconnect Reclaimed Water Project Bid Set ALLOWABLE LEAKAGE IN GALLONS PER HOUR (Test Pressure = 150 psi) Piqe Diameter L�akaqe per 1,000_feet 2 0.18 4 0.33 6 0.50 8 0.66 10 0.83 12 Q.99 16 1.32 E. The manufacturer's recommendatians an bend radius and tensile strength shall be abserved. F. All service lines on the new mains shall alsa be tested along with the new mains. G. Notice of Test: The Contractor shall give the Owner 48 hours advance notice af the time when the installation is ready for hydrostatic testing. END OF SECTION Section IV-a 02620-12 Greenlea East-West Interconnect Reclaimed Water Proiect SECTION 09900 PAINTINGS AND COATINGS PART 1 - GENERAL 1.01 SCOPE OF WORK L� Bid Set ' A. The Contractar shall furnish all materials, labor equipment, and incidentals required to provide a protective coating system far the surfaces listed herein and not otherwise excluded. B. The wark includes painting and finishing af exteriar exposed items and surFaces such as ballards, pipes, fittings, valves and all other work obviausly required to be painted unless otherwise specified herein ar on the Drawings. The omission of minor items in the schedule of wark shall not relieve the Contractar of his obligation to include such items where they come within the general intent of the Specificatians as stated herein. C. "Paint" as used herein means all coating systems, materials, including primers, emulsions, enamels, sealers and fillers, and other applied materials whether used as prime, intermediate ar finish coats. D. The following items shall not be painted: 1. Stainless steel ' 1 1 1 � , ' ' 1 2. Products with polished chrom�, aluminum, nickel ar stainless steel , finish. 3. Flexible cauplings lubricated bearing surfaces, insulation and metal and plastic pipe interiors. 7. Signs and nameplates. 5. Any packing glands, unless otherwise indicated. 6. SurFaces coated with cementitious coating. E. The influent structure / headwarks filaw channels and interior drain pump statian walls shall be coated in accordance with Section Q9703. ' 1 1 1 � � Section IV-a 09900-1 ' ' , 1 ' 1 � ' � 1 1 1 � � �i LJ � ' ' Greenlea East-West Interconnect Reclaimed Water Project Bid Set 1.Q2 SUBMITTALS A. Provide manufacturer's data and samples as indicated below in accardance with Section III, Article 6.11.1 — Shop Drawings, Samples, RFIs and Submittal Review. 1.p4 REFERENCE STANDARDS � L� � NACE, Natianal Assaciation af Corrosion Engineers ASTM, American Society of Testing and Materials SSPC, Steel Structures Painting Council 1.05 QUALITY ASSURANCE A. Pravide the best quality grade of the various types of coatings as regularly manufactured by approved paint materials manufacturers. Materials not displaying the manufacturer's identificatian as a standard, best-grade product shall not be acceptable. Brand identification is keyed to products of Tnemec Co., Inc., Kansas City, MO, to establish standard af quality or appraved equal. B. Provide an undercoat paint produced by the same manufacturer as the finish coats. Use anly thinners approved by the paint manufacturer, and use only within recammended limits. C. Undercoat and finish caat paints shall be campatible. D. Painting shall be accomplished by experienced painters specializing in industrial painting familiar with all aspects of surFace preparations and applicatians required for this project. 1.06 SYSTEM DESCRIPTION - NOT USED 1.07 DELIVERY, STORAGE, AND HANDLING A. Deliver all materials to the job site in original, unopened packages and containers bearing manufacturer's name and label. 1. Provide labels on each cantainer with the fallawing infarmation: � a b � Section IV-a 1 Name or title of material Federal specification number if applicable 09900-2 Greenlea East-West Interconnect Reclaimed Water Project Bid Set c. Manufacturer's stock number and color d. Manufacturer's name e. Generic type f. Contents by valume, for major pigment and vehicle constituents g. Application instructions 2. Containers shall be clearly marked to indicate any hazards connected with the use of the paint and steps that should be taken ta prevent injury to thase handling the product. B. All cantainers shall be handled and stored in such a manner as to prevent damage or loss of labels or cantainers. PART 2 - PR�DUCTS 2.01 MATERIALS 0 � All paint shall be manufactured by one of the following and shall be their highest grade of paint: Tnemec, Koppers, Ameron, Porter, or Rustoleum. Requests to use other paint manufacturers and materials other than specified shall be submiited ta the Engineer for approval. The following coating systems list a product by name to establish a standard of quality; ather products of the same generic types may be submitted to the Engineer for approval. When ather than the specified coating system is praposed, the Contractor shall submit a typewritten list giving the prapased coatings, brand, trade name, generic type and catalog number of the propos�d system for the Engineer's approval. C. Paint used in successive field coats shall be praduced by the same manufacturer. Paint used in the first field coat over shap painted or previously painted surfaces shall cause no wrinkling, lifting, or other damage to underlying paint. D. Emulsian and alkyd paints shall contain a mildewcide and both the paint and mildewcide shall conform to OSHA and Federal r�quirements, including Federal Specification TT-P-19. E. F Finish coats containing lead shall not be allowed. Oil shall be pure boiled linseed oil. Rags shall be clean painters' rags, completing sterilized. ' , � , 1 , , , ' 1 , � � �, I � �-1 , � ' Section IV-a 09900-3 ' Greenlea East-West Interconnect Reclaimed Water Proiect 2.02 SHOP COATINGS Bid Set A. Shap priming shall be done with primers that are guaranteed by the manufacturer to be compatibl� with the finish paints to be used. The Contractor shall coordinate and ascertain such compatibility with his subcontractors and suppliers. B. No paint containing lead shall be allowed. 2.03 COATING SYSTEMS A. Metal (Non-submerged Exterior) Exterior surfaces and shall include the follawing: 1. SurFaces to Be Coated a. Bollards �a b. Aboveground piping c. Miscellaneous steel shapes, angles, etc. Caating System a. Surface Preparation - Sandblast clean (SSPC-SP6). Hand or pawer toal clean items are not suitable for sandblast cleaning. All metal surFaces shall be completely degreased by solvent cleaning in compliance with SSPC-SP1. Ductile iran pipe surFace prep — NAPF 50Q-03-04. b. Prim� Co�t Epoxy (3 mils dry) Tnemec Series 66-1211 Epoxaline New Galvanized Surfaces - SSPC-SP1 Solvent Cleaning Tnemec Series 66-1211 Epoxoline Primer c. Intermediate Coat fi6-calar Hibuild EP (3 mils) d. Finish Coat Aliphatic Polyurethane - Tnemec Series 73 Color Endura Shield (2.5 mils dry) Exposed reclaimed water ductile iran pipe shall be painted purple (Pantone 522C). S�ction IV-a 09900-4 Greenlea East-West Interconnect Reclaimed Water Project PART 3 - EXECUTION 3.1 K�+� 3.3 Bollards shall be painted OSHA safety yellaw. SURFACE PREPARATION 1 Bid Set � A. In addition to the afarementioned preparations, all dirt, rust, scale, splinters, loose particles, disintegrated paint, grease, oil, and other deleterious substances shall be removed fram all surfaces, which are to be coated. B. Before commencing work, the painter must make certain that surfaces to be covered are in perfect condition. Should the painter find such surfaces impossible of acceptance, he shall repart such fact to the Engineer. The application of paint shall be held as an acceptance of the surfaces and working conditions and the painter shall be held responsible for the results reasonably expected fram the materials and processes specified. C. Clean ferrous substances, which are not galvanized or shop-coated, of oil, grease, dirt, loase mill scale, and other foreign substances by salvent or mechanical cleaning. All welds, blisters, etc., shall be ground and sanded smooth. All pits and dents shall be fill�d and all imperfections shall be carrected so as to provide a smaath surface for painting. 1 u � , i � � 1 D. Surface profile as obtained from sandblasting shall be as recommended by � the coating manufacturer. MATERIALS PREPARATION A. Mix and prepare painting materials in strict accordance with manufacturer's recommendations and directions, stirring materials before and during application to maintain a mixture of uniform density, free of film, dirt and ather foreign materials. B. Na thinners shall be used except those specifically mentioned and only in such quantity as directed by the manufacturer in his instructions. If thinning is used, sufficient additional coats shall be applied ta assure the required dry film thickness is achieved. The manufacturer's recommended thinner ar cleanup solvent shall be used for all clean up. Application by brush, spray, airless spray or roller shall be as recommended by the manufacturer for optimum performance and appearance. APPLICATIONS � , 1 , � � � Section IV-a 09900-5 � 1 , �J 1 � 1 1 � 1 , , Greenlea East-West Interconnect Reclaimed Water Project Bid Set A. All painting shall be done by skilled and experienced craftsmen and shall be of highest quality workmanship. � C Apply paint in accordance with the manufacturer's directions. Use applicators and techniques best suited for the type af material being applied. All paint shall be at room temperature and the surface ta be painted shall be dry and clean. D. Apply additional coats when undercoats, stains or other canditions show through the fnal coat of paint, until the paint is of uniform finish, calar and appearance. E. Paint shall be applied in a neat manner with finished surfaces free of runs, sags, ridges, laps and brush marks. Each coat shall be applied in a manner that shall produce an sv�n film of uniform and praper thickness. 3.4 APPLICATION RESTRICTIONS A. Application af materials shall be done only an properly prepared surFaces as herein specified, and all exterior painting shall be done anly in dry weather. Any surFace coating damaged by moisture or rain shall be removed and redone as directed by the Engineer. B. In na case shall paint by applied to surFaces that show a maisture cont�nt greater than 15 percent. , 3.5 CLEANING A. 1 ' r r � � Section IV-a 1 Cleaning - All paint brushed, splattered, spilled ar splashed on any surFace not specified to be painted shall be removed. END OF SECTION 09900-6 Greenlea East-West Interconnect Reclaimed Water Proiect SECTION 15U62 DUCTILE IRON PIPE AND FITTINGS PART — GENERAL 1.01 SCOPE OF WORK 1 Bid Set ' A. Install within the project site all materials and incidentals including flanged joint, mechanical joint, push-on joint, and restrained joint ductile iron pipe and/or ductile iron restrained, flanged, or mechanical joint fittings for reclaimed water and potable water mains, sewage forc� mains and sewer fittings, complete, as shown on the project drawings. B. Th� Contractor shall coordinate all deliveries with the related Vendor(s) in a manner not to impede construction on individual projects. 1.02 SUBMITTALS A. The Cantractor shall transmit (from the related Vendor) for submittal ta the Engineer, within ten days after receipt of individual Notice to Proceed, a list of materials to be furnished, the names of the suppliers and the appropriate shop drawings for all ductile iron pipe and fittings. B. All ductile iran pipe and fittings ta be installed under this Contract shall be inspected and tested at the foundry as required by the standard specifications to which the material is manufactured. Furnish in duplicate ta the Engineer swarn certificates af such tests and their results. In addition, all ductile iron pipe and fittings ta be furnished under this Cantract may be inspected at the foundry far compliance with thes� Specificatians by an independent testing laboratory selected by the Owner. The manufacturer's cooperation shall be required in these inspections. The cost of foundry inspectian of all pipe appraved for this Contract, plus the cast of inspection of a reasonable amount of the disapproved pip�, will be borne by the Vendor. C. Shop Drawings including layout drawings shall be prepared in accardance with Paragraph 6.11.1 of Section III - General Conditions of the Contract Documents and submitted to the Engineer for approval and shall include dimensioning, methads and locations of supports and all other pertinent technical specificatians for all piping to b� furnished. D. The Contractor shall transmit fram the Vendor ta the Engineer, the pipe manufacturer's certification of compliance with the applicable sections of the Specifications. � CI � � �' � � , � ' � , � C�l r � r Section IV-a 15062-1 � ' Greenlea East-West Interconnect Reclaimed Water Proiect r 1 1 � r ' � r 1 �� Bid Set E. The Contractor shall coordinate all submittals with the related V�ndor in a manner not to impede constructian an individual projects. 1.03 SEPARATION OF RECLAIMED WATER, POTABLE WATER, AND WASTEWATER LINES A. Wherever practical, reclaimed water mains should be installed on the opposite side af the street from potable water mains. A minimum horizontal separatian af 5 feet (center to center) or 3 feet (outside to outside) shall be maintained between reclaimed water mains and potable water mains, sanitary sewers, ar sanitary force mains. Where a reclaimed water main crosses a potable water main, sanitary sewer, ar sanitary force main, a minimum of 18 inches vertical clearance shall be maintained. Where 18 inches af vertical clearance cannot be maintained, the crossing shall be arranged so that the joints of the two pipes are equidistant from the point of crossing with no less than 10 feet befinreen any two joints. Alternatively, the reclaimed water main may be placed in a casing to obtain the equivalent af the required 10 feet separation. 1.04 SYSTEM IDENTIFICATION A. All reclaimed water piping and appurtenances shall be clearly identified ta inform the public and employees that the water is not intended far drinking. : 1 � ' r ' , ' Section IV-a 1 The following features shall be included in the design of reclaimed water facilities: 1. All buried reclaimed water transmission and distribution piping shall b� color coded purple. For PVC mains, color shall be an integral part of the pipe material. 2. All abave ground valves, meters, and other devices, and other appurtenances shall be painted purple. The color standard for paint shall be Pantone color 522C with light color stableant or approved equal. 3. Covers for all valve boxes, meter boxes, and other below ground devices on the reclaimed water system shall be painted purple. Covers shall be permanently embossed with the wording "Reclaimed Water". Valve boxes shall be square, U.S. Foundry or approved equal. 15062-2 Greenlea East-West Interconnect Reclaimed Water Project Bid Set 1.05 WARRANTY 1. The pipe shall b� warranted for one year after substantial completion per the pipe supplier's standard terms. PART 2 — PRODUCTS 2.01 MATERIALS � DUCTILE IRON PIPE 1. General a. Ductile iron pipe shall be minimum thickness class 50 or greater as required by load conditions or as called aut on the plans canfarming to A1NWA C150 and ANSI A21.50. b. All pipe shall conform to AWWA C151.76 (ANSI A21.51�76 or latest revision ther�afl. Pipe shall be furnished in standard 18 or 20-foot lengths. All pipe shall have standard bituminous enamel coating outside and shall have an internal cement-mortar lining in accordance with ANSI A21.4 (AVWVA C104), for potable or reclaimed water. For sewage pipe, internal coating shall be ceramic epoxy, Protecto 401 or equal. c. All materials shall be new and have a manufacturer's c�rtificate verifying compliance to all tests and inspections as required herein. The weight, class and casting period shall be shown on each piece of pipe. The manufacturer's "mark", the year produced and the word "Ductile" or letters "DI" shall be cast or stamped on all pipe. All fittings, furnished by the approved manufacturer(s), shall be cast and machined at one foundry location ta assure quality control and provide satisfactory test data. d. All tests as required by AVWVA C151-76 shall be performed by the manufacturer and records of all such tests shall be retained for a period of one year and shall b� available to the Owner upan request. e. All pipe shall be installed according ta the manufacturer's requirements with lubricants, gaskets and accessories furnished by the manufacturer. ' �� , r � � � � u l� � � � � � � �I I � � ' Section IV-a 15Q62-3 � C �J �l � L 1 ' L� r � , � , Greenlea East-West Interconnect Reclaimed Water Project Bid Set f. Restrained joint shall be provided at all horizontal and vertical bends and fittings, and at other locations indicated by the ductile iran pipe restraint detail an the drawings. Restraining devices shall be Megalug by EBBa Iron, ar approved equal. g. Except as otherwise shawn on th� Drawings, either mech�ni��l, restr�ined, ar flanged joints sh�ll be used. Prior ta commencing work, jointing systems for pipe shall be submitted to the Engineer for approval. h. All burial ductile iran pipe and fittings shall be provided with a minimum 8 mil thick cross laminated low density polyethylene encasement per ANSI/AVWVA A21.5-99. The palyethylene material shall meet the requirements far tensile strength, elongatian, and dielectric strength for a crass laminated law density palyethylene. Polyethylene encasement shall be either: 1) Salid purple color far r�claimed water piping and fittings, ar 2) Solid blue color for potable water piping and fittings, or 3) Solid green color for sewage piping and fittings. Pipe and fittings exposed ta view in the finished wark ta be painted shall not receive the standard tar or asphalt caat on the outside surfaces but shall be shop primed on the outside with one coat of Koppers Na. 621 Rust Inhibitive Primer or approved equal. All other pipe and fittings shall be shap coated on the outside with a 1.0 mils thick bituminous coat in accordance with ANSI A21.51. j. Should portions of the pipe inadvertently be given the � outside coating of coal tar enamel instead of the rust inhibitive primer as required for exposed piping the surfaces shall be sealed with a nan-bleeding sealer coat such as ' Inertol T�r Stop, or Mobil Anti-Bleeding Aluminum Sealer. Sealing shall be a part of the work of this Section. � 1 , Section IV-a 1 2. PUSH-ON J�INT a L� Push-on joints shall conform with the latest revision of ANSI/AVWVA C111/A21.11. Jaint material shall be made up with rubber gaskets conforming to ANSI standard A21.11. 15Q62-� Greenlea East-West Interconnect Reclaimed Water Proiect 3. MECHANICAL JOINT C! C=l Bid Set � a. Mechanical joints shall canform with the latest revisian of ' ANSI/AVWVA C110/A21. b. Joint material shall be made up with rubber gaskets conforming to ANSI Standard A21.11. Glands for mechanical joint pipe shall be bituminous coated and bolts and nuts shall be of high strength cast iron, or high str�ngth low alloy steel as specified in ANSI Standard A21.11. c. Align bolt holes and insert bolts, with bolt heads behind the bell flange, and tighten opposite nuts to keep the gland square with the socket. Tighten the nuts in accordance with following table: Bolt Diameter (in.� 5�s 3/4 1 1'/4 FLANGED JOINT Torque �Lft-�� 45-60 75�90 85-100 105-120 � � ' ' � , L� a. Flanged joints shall conform with the latest revision of ' ANSI/AW1NA C110/A21. b. Flanged connections shall comply with the requirements af ANSI Standard B16.1, 125 pound class. Flanges for ductile iron pipe shall be of ductile iron. Machine bolts shall be the best commercial quality steel with hexagonal nuts af the same quality metal. Nuts, bolts and gaskets for flanged fittings and blind flanges shall be designed ta withstand the design and test pressures for the pipe. � _� r �� c. Gaskets shall be 1/8 inches thick red rubber, flat ring gaskets unless otherwise specified on the drawings. � d. Bolts and nuts shall be law carbon steel as per ASTM A- 307 � Grade B. Threads shall be as per ANSI B1.1 course thread series, Class 2A external and Class 2B internal. e Bolt requirements are as follows: 1 � Section IV-a 15062-5 r ' Greenlea East�Wes# Interconnect Reclaimed Water Project 1 1 , � � 1 � � � PIPE SIZE NUMBER BOLT SIZE THREADS TORQUE in. PER JQINT in. PER INCH ft-Ibs 4 8 5/8 x 3 11 60 6 8 3/4 x 3'/2 1 D 100 8 8 3/4 x 3'/z 10 100 10 12 7/8 x 4 9 160 12 12 �/8 x 4 9 160 16 16 1 x 4'/� 8 245 20 20 1%$ x 3 7 39Q 24 20 1'/4 x 5'/� 7 545 30 28 � ��4 X V��2 i 545 36 32 1'/Z x 7 6 8�5 42 36 1'/2 x 7%z 6 875 48 44 1'/� x$ 6 $75 54 44 13/ x 8'/z 5 1550 Bid Set B. DUCTILE IRON FITTINGS: All fittings shall be new. Previously used or refurbished fittings will not be allowed. 1. DUCTILE IRON FITTINGS a. Shall b� as specified in Paragraph 41.2.2.3 of Section IV — Technical Specificatians of the Contract Documents. , b. All fittings shall be furnished with all joint material (balts, nuts, gaskets and glands) complete, ready for installation. Nuts, balts and gaskets for flang� fittings and blind flanges , shall be designed to withstand the design and test pressures for the pipe. 1 r r � l� , Section IV-a ' c. All fittings shall have distinctly cast upon them the manufacturer's identification, pressure rating, nominal diameter and the number of degrees or fraction of a circle an all bends. Ductile iron fittings shall have the letters "DI" ar "DUCTILE" cast on them. Only castings that have been poured in a foundry located in the USA will be allowed and the Contractor shall provide an affidavit to prove the origin of those fittings. 15062-6 Greenlea East-West Interconnect Reclaimed Water Project PART 3 — EXECUTION 3.01 HANDLING PIPE AND FITTINGS ' Bid Set � A. Care shall be taken in loading, transporting, and unloading to prevent injury to the pipe ar coatings. Pipe or fittings shall not be dropped. All pipe or fittings shall be examined befare installation, and no piece shall be installed which is found to be defective. Any damage ta the pipe coatings shall be repaired as directed by the Engineer. 1 � r B. All pipe and fittings shall be subjected to a careful inspectian and hammer � test just prior to being installed. C. If any defective pipe is discovered after it has been laid, it shall be removed and replaced with a sound pipe in a satisfactory manner at no additional expense to the �wner. 3.02 UNDERGROUND PIPE INSTALLATION A. Alignment and Grade: The pipelines shall be laid and maintained to lines and grades established by the Drawings and Specificatians, with fittings, valves and hydrants at the required lacations unless otherwise approved by the Engineer. Valve-operating stems shall be oriented ta allow proper operatian. Hydrants shall be installed plumb. B. Underground Conflicts: Prior to excavation, investigatian shall be made to the extent necessary to determine the location of existing underground structures and conflicts. Care shall be exercised ta avoid damage to existing structures. When obstructions that are nat shown on the drawings are encountered during the progress af the work and interFere so that an alteration of the Drawings is required, the Engineer will alter the Drawings or order a deviation in line and grade or arrange far removal, relocation, or rec�nstruction of the obstructians. When crossing existing pipelines ar ather structures, alignment and grade shall be adjusted as necessary, with the approval of the Engineer, to provide clearance as required by federal, state, or local regulations or as deemed necessary by the Engineer to prev�nt future damage or contamination of either structure. C Trench Canstruction: 1. Trench preparation shall proceed in advance of pipe installation far only as far as necessary to allow proper pipe installation. The width of the trench at the top af th� pipe shall be ample to permit the pipe to be laid and joined properly and allow the backfill ta be placed as specified. C� 1 �J r--, �� 1 � [1 , � r r L� Section IV-a 15062-7 � 1 , L� � �� r 1 [J r ' 1 Greenlea East-West Interconnect Reclaimed Water Project Bid Set 2. Holes for the bells shall be provided at each joint but shall not be larger than necessary for joint assembly and assurance that the pipe barrel will lie flat an the trench bottom. Other than nated previously, the trench bottam shall be true and even in order to provide support for the full length of the pipe barrel, except that slight depressian may be provided to allow withdrawal of pipe slings or other lifting-tackle. 3. When excavatian of rock is encountered, all rock shall be removed to provide a clearance of at least 6-inches below and on each side of all pipe, valves, and fittings for pipe sizes 24 inches or smaller, and 9 inches far pipe 30 inches and larger. When excavatian is completed, a bed of sand, crushed stone or earth that is free from stanes, large clods, or frozen earth shall be placed on the bottam of the trench to the previously mentianed depths, leveled, and tamped. These clearances and bedding procedures shall also be observed far pieces of cancrete or masanry and other debris or subterranean structures, such as masonry walls, piers, or foundatians that may be encountered during excavation. 4. This installation procedure shall be followed when gravel farmations containing loose boulders greater than 8 inches in diameter are �ncountered. In all cases, the specified clear�nces shall be maintained between the bottom of all pipe and appurtenances and any part, projection, size and placemenl cause fulcrum point. or point of rock, baulder, ar stones of sufficient which, in the opinion of the Engineer could 1 5. Shauld the trench pass over a sewer or other previous excavation, the trench bottom shall be sufficiently compacted ta provide support equal to that of the native sail or confarm ta ather regulatory , requirements in a manner that will prevent damage ta the existing installation. I LJ r C � , Section IV-a 1 6. When the subgrade is found to be unstable or to include ashes, cinders, refuse, organic material, or other unsuitabl� material, such material shall be removed, to a minimum of at least 3 inches, or to the depth ardered by the Engineer and replaced under the directions of the Engineer with clean, stable backfill material. The bedding shall be consalidated and leveled in order that the pipe may be installed as specified. 7. When the bottom of the trench or the subgrade is faund ta consist of material that is unstable to such a degree that, in the judgment af the Engineer it cannot be removed, a foundatian for the pipe and/or appurtenance shall be constructed using piling, timber, concrete, ar other materials at the directian of the Engineer. 15062-8 Greenlea East-West Interconnect Reclaimed Water Proiect 3.03 PIPE INSTALLATION 1 Bid Set � A. Praper implements, tools, and facilities shall be provided and used far the safe and convenient perFormance of the work. All pipe, fittings, valves, and hydrants shall be lowered carefully into the trench by means of a derrick, ropes, or ather suitable toals or equipment in such a manner as to prevent damage to pipeline material and protective caatings and linings. Under no circumstances shall pipeline materials be dropped off or dumped into the trench. The trench should be dewatered priar to installatian of the pipe. B. All pipe fittings, valves, hydrants, and other appurtenances shall be examined carefully far damage and other defects immediately before installation. Defective materials shall be marked and held for inspection by the engineer wha may prescribe corrective repairs ar reject the materials. C. All lumps, blisters, and excess coating shall be removed fram the socket and plain ends of each pipe, and the outside of the plain end and the inside af the bell shall be wiped cl�an and dry and be free from dirt, sand, grit, or any foreign material befare the pipe is laid. D. Foreign material shall be prevented fram entering the pipe while it is being placed in the trench. During laying operations, no debris, tools, clothing, or other materials shall be placed in the pipe. E. As each length of pipe is placed in the trench, the joint shall be assembled and the pipe brought ta carrect line and grade. The pipe shall be secured in place with appraved backfill material. F. At times when pipe laying is not in progress, the open ends af pipe shall be closed by a watertight plug or other means approved by the Engineer. When practical, the plug shall remain in place until the trench is pumped completely dry. Care shall be taken to prev�nt pipe flatation should the trench fill with water. G. Trench width at the top af pipe, bedding conditions, and backfill placement and compaction shall be such that design loadings on the pipe will not be exceeded. � Joint Assembly: Pipe joints shall be assembled in accordance with the Manufactur�r's instructions and the requirements of ANSI/AW1NA C6QQ. Pipe Deflectian: When it is necessary to deflect pipe from a straight line in either the vertical or horizontal plane, or where long radius curves are permitted, the amount of deflection shall not exceed that shown in ANSI/AVWVA C600. Section IV-a 15062-9 � � !_J L� �� L_ �� 1 � �_� � Greenlea East-West Interconnect Reclaimed Water Project Bid Set ' 3.04 , r ' 1 1 C� 1 J. Pipe Cutting: Cutting pipe for the insertion of valves, fittings, or closure pieces shall be done in a neat, workmanlike manner without creating damage to the pipe or lining. Ductile cast iron may be cut using an abrasive pipe saw, rotary wheel cutter, guillo#ine pipe saw, milling wheel saw, or oxyacetylene torch. Cut ends and rough edges shall be ground smooth and for push-on joint connections, the cut end shall be beveled. K. Thrust Restraint: 1 2 All plugs, caps, tees, and bends shall be suitably restrained by attaching clamps or restrained joints as specified. Thrust-restraint design pressure shall be equal to the test pressure of the line. 3. Restrained push-on joints, mechanical joints utilizing approved jaint restraints shall b� used in place of concrete backing. Tie rods clamps, or other companents of dissimilar metal shall be protected against carrasion by hand applicatian of a bituminaus caating or by encasement of the entire assembly with 8-mil thick, laase polyethylene film in accordance with ANSI/A1MNA C105. AB�VE GROUND PIPE INSTALLATION A. Install pipe in horizontal or vertical planes, parallel or p�rpendicular to building surFaces unless otherwise shown. Support pipe and fittings to prevent strain on joints, valves and equipment. Install flanged jaints so that contact faces bear uniformly on the gasket. Tighten bolts with relatively uniform stress. 3.05 PREPARATION PRIOR TO MAKING CONNECTIONS INTO EXISTING PIPING SYSTEMS A. Approximate locations for existing piping systems are shown in the canstruction documents. Prior to making cannections into existing piping systems, the Contractor shall: , Section IV-a ' 1. Field — verify location, size, piping material and piping system of the existing pipe. 2. �btain all required fittings, which may include saddles, sleeve type couplings, flanges, tees, or others as shawn in the construction documents. 3. Have installed all temporary pumps and/or pipes in accordance with established connection plans. 15062-10 Greenlea East-West Interconnect Reclaimed Water Project Bid Set B. Unless otherwise approved, new piping systems shall be completely assembled and successfully tested prior to making connections into existing pipe systems. 3.06 PIPE SYSTEM CONNECTIONS A. Pipe cannections shall be installEd per applicable standards and regulations, as well as per the connection manufacturer's guidelines and as indicated in the construction documents. Pipe connections to structures shall b� installed per applicable standards and regulations, as well as per the connectian manufacturer's guidelines. 3.07 TAPPING FOR POTABLE AND NON-POTABLE WATER APPLICATIONS A. Tapping shall be perFormed using standard tapping saddles designed far use on PVC piping in accordance with AVWVA C605. Tapping shall be perFormed anly with use of tap saddles or sleeves. NO DIRECT TAPPING WILL BE PERMITTED. Tapping shall be perFarmed in accordance with the applicable sections for Saddle Tapping per Uni-Pub-S. B. All cannectians requiring a larger diameter than that recommended by the pipe supplier, shall be made with a pipe connection as specified and indicated on the drawings. C. Equipment used for tapping shall be made specifically far tapping PVC pipe: 1. Tapping bits shall be slatted "shell" style cutters, specifically made far PVC pipe. `Hole saws' made far cutting waad, steel, ductile iron, ar ather materials are strictly prohibited. 2. Manually operated or pawer operated drilling machines may be used. D. Taps may be performed while the pipeline is filled with water and under pressure (`wet' tap), or when the pipeline is not filled with water and not under pressure (`dry' tap). 3.08 PIGGING, FLUSHING AND CLEANING A. All mains shall be pigged, cleaned and flushed to remove all sand and other foreign matter. The Contractor shall be responsible for developing a pigging and flushing plan ta be submitted to the Engineer for appraval prior to pigging and flushing. The Contractar shall dispose of all water used pigging and for flushing without causing a nuisance or property damage. Any permits required for the disposal of flushing water shall be the responsibility of the Contractor. , 1 � , , 1 � ' �, L CJ 1 CJ L� �J � � ' L! Section IV-a 15062-11 1 1 � 1 1 ' 1 1 ' [� �� Greenlea East-West Interconnect Reclaimed Water Project 3.09 PRESSURE AND LEAKAGE TESTS A. Pressure Testing: Bid Set 1. The Contractor shall backfill all pipe and thrust blocking before pressure testing unless the Project Representative directs certain joints or connections lef� uncovered. Where thrust blocking is provided the pressure test shall not be made until at least five (5) days after the thrust blocking has been installed. A high early strength concrete may be used to reduce this time. 2. All newly laid pipe, including fitting and valves shall b� pressure tested in accordance with AVWVA C-600. The duratian of each such t�st will be at least two hours. 3. Each valved section of pipe shall be slowly filled with water and a pump shall be haaked to the pipe in a manner satisfactary to the Project Representative to supply the test pressure of 150 psi. The pump, pipe cannection and all necessary apparatus shall be furnished by the Contractar. The gauges used shall be furnished by the Cantractor. The Contractor shall, upon request of the Project Representative, furnish to the Utilities Department certified test data for pressure gauges used for pressure testing. 4. Before applying the specified test pressure, all air shall be expelled ' from the pipe. P�rmanent air relief valves shall be located as shown on the plans. If air relief valves are not furnished the Contractor shall install corporatian cocks for this purpose. , 1 1 B. 1 , 1 ' Section IV-a ' 5. All exposed pipe, fittings, valves, joints and appurtenances shall be carefully examined during the open-trench test. Any cracked or defective pipe, fittings, valves or appurtenances discovered in consequ�nce of this test shall be removed and replaced with acceptable material and the test shall be repeated to the satisfaction of the Project Representative. Leakage Test: 1. A leakage test shall be conducted after the pressure test has been satisfactarily campleted. Th� Contractor shall, as befare, furnish all pumps, pipe, connections and other items required to satisfactorily complete the leakage test. The leakage test shall have a duration of two haurs at the pressure specified for the pressure test. No pipe installation will be accepted if the leakage is greater than that determined by the formula for mechanical and push-on joints: SDP'"� L� Allawable leakage [gph] L= ---------- S= Length of pipe tested [feetJ 15062-12 Greenlea East-West Interconnect Reclaimed Water Project Bid 5et C 133,200 D= Nominal diameter of pipe [inches] P= Av�rage pressure during test [psig] 2. The Project Representative, ar his duly authorized representative, shall witness these tests. The Contractor shall be responsible for finding and repairing leaks. No additional cost may be incurred by th� Own�r due ta repairs because of failure of either test. Th� Project Representative has the authoriiy to determine the number of repairs that will be made within a given length of pipe and has the right to request the Cantractar to remove and r�lay a section of pipe if such does not comply with the established leakage rates as shown in the following table: ALLOWABLE LEAKAGE IN GALLONS PER HOUR (Test Pressure = 150 psi) Pipe Diameter 2 4 6 8 10 12 16 Leakaae per 1,000 fe�t 0.18 Q.37 p.55 0.74 0.92 1.10 1.47 Notice of Test: The Contractor shall give the Owner 48 hours advance notice of the time when the installation is ready for hydrostatic testing. END OF SECTION Section IV-a 15062-13 C �J �I �J 1 L� 1 , 1 1 ' 1 CJ , ' ' Greenlea East-Wes# Interconnect Reclaimed Water Project Bid Set SECTI�N 15065 TRACER WIRE PART 1 — GENERAL 1.01 TRACER WIRE FOR MAINLINES A. Each length of mainline pipe shall have two (2) 12-gauge minimum Copperhead Extra High Strength copp�r-clad steel tracer wire as manufactured by Copperhead Industries or Pro-Trace HD-CCS PE45 tracer wire manufactured by Pro-Line Safety Products Campany or approved equal. Tracer wire shall be duct taped ta top center of pipe, with taping at spacing no greater than ten (10) feet alang the center of pipe. 1:3 C �7 E The locator wires shall have colored insulation matching the type af service provid�d in the main and be acceptable far direct burial. All splices of the wires shall be made with watertight shrink wrap connections, as appraved by the Engineer. The wires shall each be continuous throughout the praject, with splices made anly by methods approved by the Project Representative. The wire is ta be tied to all valves, tees and elbaws. F. The locator wires shall be brought up into all valve boxes with enough slack provided to extend 1 p to 12 inch�s out of each box and installed as shown in the Standard Details. G. Contractor shall perfarm a 12-volt DC electrical continuity test on each of the wires. Na more than one volt of loss per 1000 feet of mainline pipe will be acceptable. The locatar wire system shall pass the 12-volt DC electrical continuity test far at least one wire priar to final acceptance of the pipeline. Any cuts or breaks in the wire shall be repaired by the Contractor at his expense. H. The locator wire shall be tested by the Contractor at the time af pressure testing. If this test fails, the Contractor is responsible far repairing the locator wire and the pressure test will be reschedule when the wire will pass. 1 ' Section IV-a � 15065-1 Greenlea East-West Interconnect Reclaimed Water Proiect 1.02 TRACER WIRE FOR LONG SIDE SERVICES ' Bid Set , A. Each long side service ar any service over 40 feet shall have ane (1) 12- gauge minimum Capperhead Extra High Str�ngth copper-clad steel tracer wire as manufactured by Copperhead Industries, or approved equal. Tracer wire shall be duct taped to top center of pipe. 1:3 C I�7 The lacator wire shall have colored insulatian matching the type of service provided in the service and be acceptable for direct burial. All splices of the wire shall be made with watertight cannections, as approved by the Engineer. The wire shall be continuous along the service line. E. The lacatar wire shall have one end sealed off and buried within 12 inch�s of the connection to the main with the other end stubbed off in the service box with enough slack provided ta extend 10 ta 12 inches out of each service box. F. Contractor shall perform a tane test an each long side service using a wire and cable locatar. The lacatar wire system shall pass the tone test prior to final acceptance of the service line. Any cuts ar breaks in the wire shall be repair�d by the Contractor at his expense. PART 2 -- PRODUCTS 2.01 12-GAUGE EXTRA HIGH STRENGTH HARD DRAWN TRACER WIRE � Conductor Specifications 1. Material Description: Capperweld� Copper-clad steel wire composed af a steel core with a uniform and continuous copper cladding thoroughly bonded to the steel throughout. a. Cladding: The steel and copper interface must have a metallurgical bond achieved through a high heat and pressure bonding pracess. Established pracess for porosity- free material. b. Steel: Extra High Strength with 0.54 carbon or greater. Verified to meet required mechanical praperties. Section IV-a 15�65-2 � 1 �l Greenlea East-West Interconnect Reclaimed Water Project Bid Set c. Capper: UNS-C10200; OF Copper according to ASTM B-170 (latest revision). High conductivity, oxygen free copper to achieve aptimal signal performance. , 1 ' � , , ' ' , B ' ' � , ' � Section IV-a 1 2. SurFace Condition: Wire surface shall be free of any defects, including flakes, grooves, pits, and vaids. Wire surface shall be smooth, bright and shiny, and free of excessive copper dust and residual drawing lubricants. 3. Physical, Mechanical, and Electrical Properties The wire shall confarm ta the properties listed in Table 1. TABLE 9: Physical, Mechanical, and Electrical Properties #12 CCS 1055 Hard Drawn 21% CCS Conductor Conductivi Conductor Size 12 AWG Conductar Type Copper Clad Steel (CCS) Temper Hard Drawn HD) Average Break Load 1150 Ibs. Minimum Tensile Strength 200,000 psi Minimum Elan ation 1.0% Capper Thickness % of Diameter 3.0% Minimum Copper Weight 13% Nominal DC Resistance (ohms/1 p00 ft.) 7.5648 "'Drameter tolerances: � 9% Insulating Jacket Specifications 1. Material Description: insulating jacket is comprised af a co-polymer high molecular weight natural high density polyethylene (HDPE) designed specifically far high-speed capper wire insulating. It contains the required levels and types of primary antioxidant and metal deactivator additives ta satisfy most Wire and Cable industry requirements. HDPE material will be produced with an excellent balance of surFace smoothness, processing ease, tensile and elongation praperties, abrasion toughness, environmental stress crack, thermal stress crack r�sistance, and electrical consistency. 2. Physical, Mechanical, and Electrical Properties The wire shall conform to the properties listed in Table 2. 15065-3 � Greenlea East-West Interconnect Reclaimed Water Project Bid Set ' TABLE 2: Physical, Mechanical, and Electrical Properties Hi h Densi Pol eth lene Insulator Value Density (ASTM D 792) 0.943 g/cc Bulk Density (ASTM D 1895) 0.58 /cc Melt Index ASTM D 1238/E) 0.70 dg/min Tensile-Yield (ASTM D 638) 4300 psi Tensile-Ultimate (ASTM D 638) 2900 psi Tensile-Elongation (ASTM D 638) 850% Flexural Modulas (ASTM D 790/1 120,000 psi Hardness (ASTM D 2240 63 Shore D Environmental Stress-Crack (ASTM D 1693/B F20 � 4$ h Thermal Stress-Crack ASTM D2951 FO � 1000 h Brittleness Temperature (ASTM D 746) �-95° F Melting Point (DSC) (ASTM D 3417) 262° F Softening Point (Vicat) (ASTM D 1525) ,250° F Oxidative Induction Time (ASTM D 3895) � 50 min. @ 200° C Dielectric Constant (ASTM D 1531) 2.34 @ 1 MHz Dissipation Factor (ASTM D 1531) 0.00007 @ 1 MHz Volume Resistivity (ASTM D 257) 5 x 1017 ohm-cm Dielectric Strength (ASTM D 3755) 1000 volts @ 2Q mils END OF SECTION Section IV-a 15065-4 ' Greenlea East-West Interconnect Reclaimed Water Proiect � � 1 �--, J� J 1 ' �J , I� � � 1 � 1 � � � � , SECTION 15100 VALVES AND APPURTENANCES PART 1 — GENERAL 1.p1 SC4PE OF WORK Bid Set A. Furnish all labor, materials, equipment and incidentals required and install complete and ready for operation all valves and appurtenances as shown on the Drawings and as specified herein. B. All valves and appurtenances shall be of the size shown on the Drawings and to the extent passible, al� equipment of the same type shall be from one manufacturer. C. All valves and appurtenances shall have the name of the mak�r and the working pressure for which they are designed cast in raised letters upan some appropriate part of the body. D. The equipment shall include, but not be limited to, the following: 1 2 3 4 5 6 1.02 HANDLING Gate Valves Valve boxes Corparation Stops Curb Stops Reclaimed Water Meter/Service Boxes Combination Air Valves A. All valves, unless otherwise directed, shall be loaded and unloaded by lifting, and under na circumstances shall valves be drapped, skidded, or ralled. Valves shall nat be stacked or placed under pipe, fittings or other valves in such a manner that damage cauld result. B. Slings, hoaks, or tongs used for lifting shall be padded in such a manner as to prevent damage to exterior surFace or interior linings and valve components. If any part of the valve's caating, lining or components is damaged, the repairs or replacement shall be made by the Contractor at his expense and in a manner satisfactory to the Engineer priar ta attempting installation of such valves. C. Only new valves will be allowed for installation and all valves shall be stored in a manner that they wan't be damaged and kept free of dirt, mud, or other foreign matter that will be deemed detrimental to the proper performance of the valve. Section IV-a 15100-1 ' Greenlea East-West Interconnect Reclaimed Water Project Bid Set 1.03 INSTALLATION /_� C� , Valves shall be set and joined to the pipe and each type of joint as � described in Section 15062 and this Section of these specifiications. B. All valves shall be permanently stamped or tagged with stainl�ss steel tags on the extensian stem which differentiate reclaimed water valves fram potable water valves. C. Cast iron valve boxes shall be firmly supported, maintained centered and plumb over the operating nut of the valve and set in a 2-faot by 2-foot by 6-inches thick cancrete collar as shown on standard details. The box cover shall be flush with the surface of the finished pavement. All box lids shall be painted OSHA safety purple, calor caded to type of service. 1.04 DESCRIPTION OF SYSTEMS LJ' � � ' A. All of the equipment and materials specified herein are intended ta b� � standard for use in controlling the flow of reclaimed wat�r. 1.05 QUALIFICATIONS A. All of the types of valves and appurtenances shall be praducts of well established reputable firms who are fully experienced, reputable and qualified in the manufacture of the particular equipment ta be furnished. The equipment shall be d�signed, constructed and installed in accordance with the best practices and methads and shall comply with these Specifications as applicable. 1.06 SUBMITTALS A. Submit to the Engineer within 30 days after execution of the contract a list of materials to be furnished, the names af the suppliers and the date af delivery of materials to the site. B. Camplete shop drawings of all valves and appurtenances shall be submitted ta the Engineer for approval in accordance with Paragraph 6.11.1 of Section III - General Conditions of the Cantract Documents. 1.07 TOOLS ►� Sp�cial tools, if required for normal operation and maintenance shall be supplied with the equipment. Section IV-a 15100-2 Greenlea East-West Interconnect Reclaimed Water Project PART 2 — PRODUCTS 2.01 RESILIENT SEATED GATE VALVES A. See Specification 41.2.3 of Sectian IV — Technical Specifications. 2.02 C�RPORATION STOPS Bid Set A. Corporation stops shall be all brass conforming to ASTM BC2. Inlet shall be CC thread, outlet shall be af compression type for CTS pipe with internal or external gripping device. B. All corporation stops are to be supplied with plastic tubing stiffeners far use with PB DR9. C. Approved Products are: 1. 1-inch Threaded MUELLER 25008, 2. 2-inch Threaded Ford FB 40p-7 3. Approved equal. 2.03 CURB STOPS A. Ford curb stop with Iock wing and compressian inlet: 1. 1-inch #BRW 43-444W-Q 2. 2-inch #BRW 41-777W-Q 3. Approved equal. B. Curb Stop should be stamped with "reclaimed water". 2.04 VALVE BOXES A. See Specification 41.2.3 of Section IV — Technical Specifications. 2.05 RECLAIMED WATER METER/SERVICE BOXES A. For details on the reclaimed water meter/service box refer to Sheet 88 of the Construction Drawings. 2.06 COMBINATI�N AIR VALVES � POLYETHYLENE COVERS A. The combinatian air valves shall be ARI Model D-040-P. Far more details see Sheet 90 af the Contract Documents. Section IV-a 15100-3 Greenlea East-West Interconnect Reclaimed Water Project Bid Set 2.07 BLOWOFFS A. See detail sheet an Construction Drawings. PART 3 — EXECUTION 3.01 INSTALLATION A. All valves and appurtenances shall be installed in the location shown, true ta alignment and rigidly supparted. Any damage to the abov� items shall be repaired to the satisfaction of the Engineer before they are installed. B. After installatian, all valves and appurtenances shall be tested at least two hours at the working pressure corresponding ta the class af pipe, unless a different test pressure is specified. If any joint proves to be defective, it shall be repaired ta the satisfactian of the Engineer. C. Install all floor baxes, brackets, extension rads, guides, the variaus types of operators and appurtenances as shown on the Drawings that are in masonry flaars ar walls, and install cancrete inserts for hangers and supports as saon as forms are erected and before concrete is poured. Befiore setting these items, the Contractor shall check all plans and figures which have a direct bearing on their location and he shall be responsible for the proper location of these valves and appurtenances during the canstructian af the structures. ' ' , LJ � � �� ' ' � 1 ' D. Pipe for use with flexible couplings shall have plain ends as specified in the respectiv� pipe sectians in Divisian 15. , E. Allay steel bolts and nut for flanged joints shall be made with high strength, Iow alloy Cor-Ten bolts, nuts and washers. Cor-T�n for mechanical joints shall be made with mild carrasion resistant alloy steel bolts and nuts. All expased bolts shall be painted the same colar as the pipe. All valves and joints to be wrapped with 8 mil. Colar caded poly wrap. F. Prior to the installation of sleeve-type cauplings, the pipe ends shall b� cleaned thoroughly for a distance of 8 inches. Soapy water may be used as a gasket lubricant. A follower and gasket, in that order, shall be slipped aver each pipe ta a distance of about 6 inches from the end, and the middle ring shall be placed on the substantial completion date unless otherwise requested by the Owner. G. Valve boxes with concrete collars shall be installed as shown on the Drawings. Mechanical joints shall be made in the standard manner. Valve stems shall be vertical in all cas�s. Place cast iron box over each � �� , � ' Section IV-a 15100-4 ' ' Greenlea East-West Interconnect Reclaimed Water Project 1 ' � � ' ' ' 1 l� Bid Set stem with base bearing an compacted fill and top flush with final grade. Boxes shall have sufficient bracing to maintain alignment during backfilling. Knobs on cover shall be parallel to pipe. Remove any sand ar undesirable fill from v�lve box. 3.02 SHOP PAINTING A. Ferrous surFaces of valves and appurtenances shall receive a coating of rust-inhibitive primer. All pipe connectian openings shall be capped ta prevent the entry of foreign matter prior to installation. B. All exposed piping, valves and meters shall receive one (1) primer coat of Tnemec Series 66 or equal (4-5 dry mils) and two (2) caats of Tnemec Series 72 ar equal (2-3 dry mils each). The color shall be Safety Purple. 3.03 INSPECTION AND TESTING A. Completed valves and appurtenances shall be subjected to hydrastatic pressure test as described in other sections of these specifications. All leaks in valves and appurtenances shall be r�paired and lines r�tested as approved by the Praject Representative. Prior to testing, the pipelines shall be supported in an approved manner to prevent mavement during tests. � � , � � � , ' Section IV-a � END �F SECTION 15100-5 APPENDIX PROJECT PERMITS AND GEOTECHNICAL Table of Contents: APPENDIX A APPENDIX B PROJECT PERMITS GEOTECHNICAL SOIL REPURT Appendix ] 0/9/2008 ' 1 , 1 1 ' ' 1 ' � � � i � � � � � � APPENDIX A PROJECT PERMITS Appendix 10/9/2008 1 BQARD �� UUNtI( ' COMaV11SS10NER5 'Nancy Bostock Neil Brickfield Susan Latvala �John lNorroni , Narm Rache Karen Wfllia�r+s Seel Kenneth T. Welch • , �' ' URS Corparation � � , ' 1 ' � 1 ' , � 7650 West Courtney Campbeli Caus�way Tampa, FI, 33607-1462 Attn. Craig �smanski, P.E. . Pine�las C3UILDING E� DEVELOPMENi I��V1EW 5ERVECES Utilization Permii #11-U330U August 17, 2011 Re: Utilizatian Permit for City of Clearwater — Gr�enEea East- West Reclaimed Water Interconnect. (URS Praject Number 1200965�] . Dear Mr. Osmanski: We are enclosing your approved Utilization Permit covering the prapvsed construction described below: Install a 12" RCWM ai�ng Keene Road between Flagler Dr. and Union St. by open-cut and directional bore. This letter must be attached to and made part of the approved Utilizatinn Permit, making the fallawing conditions binding to the Permit: 1 �� ft is the responsibiiity of the engineer of record ta procure all necessary permits that are required by the agencies that are affect�d by the proposed canstruction. Cantact Pinellas County �peratiar�s Area Insp�ctor Gene Crasson prior to beginning wark. (Ph. #727-580-6518, 48 Hrs. Minimum Notice) 3, The limits of fhe roadway pavement reatoration milling and overlay sha11 be determined at field "walk-thru" meeting with the Pinellas County Operatians Area Inspector prior to milling. Before this Permit becomes effective, it will be necessary to contac# the Utility Notification � Center, "Cali Sunshine", (1-80a-�32-4770) not iess than �48 hours or more than �ve (5} days prior to construciion. 1 1 � Public Wa Right-af V' Regulatar Enclosure ' CC: � Technician �ermits Public Works Operatians PI,�ASE AODRESS REPI.Y T0: 310 Court Street Clearwater, Florida 33755 Phone: (727) 45q-3888 ' i«1 pineilas County RIGH7 OF WAY Builr�ing & Development Review Services UiiLI�ATION P�RM17 P�RMIi" N�: [� � 1 THE CDUNTY OF PINELLAS, a political subdivision of the Stafe of Fiorida, hereinafter called the Permitter, hereby grants to City of Ciearwater of 10Q S. Myrtle Avenue, Clearwater, Florida, 33758 {Name) (Street Address, City, State, 2ip) i hereinafter called Ehe Permittee, a Permit to canstruct �7, operate n, maintain d, renew n and/a� remove r� 12-inch PVC RJ pipe installed via horizor�tal dir�ciional drilling on attached plan along, acrass, beneath, or aver right of� and/or property of Permitter a# the foilowing locaiion: Caunty Road Na. � Name: Keene Road Parcel ID No. situated at befween Flaaler brive and lJnion 5treet , Florida, subject to the following provisions and conditior' (Arldress or Sireet Intersectron) 1. Construction, operatian and maintenance of such utility shall not interfere with property and rights of prior occupsnt. 2. The construciion, operation and maintenance af such utility shall not create obstruction ar condiiions which ere or may become dangerous� the traveling public. 3. All work must be dane in keeping wi#h standards of the Florida aepartment of iransportation Manua! of Uniform Minimum Siandards for Desi� Construcfion and Maintenance for Streets and Mighways, Rnadway and Traffic I7esign Standards, �larida Department o# Transpartati Standard Speci�cations far Raad and Bridge Construction, �1ASHT� and by the Covnty pirector or his agent. 4. All materials and equipment shall be subject to inspection by an �ng'tneer of ihe County ar his agent. 5. The Permittee shal! and daes hereby agree to indemnify, pay the cost ofdefense, and save harmless the Permitter from and against payment�' aii claims, suits, actions, costs, attomeys' fees, expenses, damages, judgments, or decrees by reason of any person or persons or property being damaged or injured by the Permittee, his employees, agents ar sub-contractors or in any way attributable to the performan prosecutfon, constructian, operatian, or maintenance of work herein permitted by Permitter and resulting from negligent acts or qmissions� said Permittee in connection with the wark herein permifted. 6. The Permittee shail repalr any damage or injury to the road or highway or othar Counly property by reason of the exercise vf any af t privileges granted in this �'ermif, and shal! repair the same promptly, within seven (7) days of opening, restaring it to a condition at least equal� that which existed immediately prior to !he inFlictian of such damage or injury. (Note: All portions of ihe right of way other than paved are disturbed i�y the construction of this ufility will be campacted, grassed and mulched or sodded as required.) 7, All overhead installations shall conform to clearance standards of the State lJfili#ies Accpmmodaiion Guide and all underground crossi� installations shall be laid at a minimum depth of 36" belaw pavement, or at such greater depth as Permiiter may require. 8, In the event of widening, repair or recanstruction of said raad, the Permittee shall move or remove said utility installation at no cost ta the Permitter. 9. Thfs permit creaies a permissive use only and the placing of facflities upon County property pursuant hereio shall r�ot operate to create or' vest any property rlghts in said Permittee and is granted in perpetuity sub}ect to termination by the Permitter upon the giving of 30-days natice 1n writing to the Permittee. fo. The Permittee shall furnish the Permitter with a survey showing the exacf lacat€ons af all facilities lo be installad pursuant to this permit, sa� survey to be suFficlently detailed to alfow location of said instailation by reference therefo. The attached plan, covering details of this installation, shali be a pari of this permit. Upan completion of installation, if field adjustments are made, an as-built drawing will have fo be submitted. � 11. SECtion corner manuments subJect to displacement shall first be referenced and later reset by a Florida Registered Land Surveyor. 9 2. A!I �ctivities in accnrdance with this permit will requEre conformance to the "Manual pn �raffc Control and Safe Practices for Streei and Highw� Constru�tion, Malntenance and Utility Operatinns." (Chapter 316 Florida Statutes) 13, ihe Permittee's attention is directed ta the provisions of th� Trench Safety Act (Fforida 5tatutes, Section 553.6p et. seq.) and the Qccupational Safety and Health Administraiion Excavation Safefy Sfandards (29 C.F.R. Section 1926.654, Subparl P) which shall epply tv constructio� operation, and maintenance pursuant to this permit. 14. Compaction within right of way to mee! Pine�las County Minimum Slandards. 15. Regulatory 5ervices is to be notified a minimum of 4$ hours prior #o beginning wark at 464-3394, othenvise the Permit will be vdided. 16. I# this permi! is ftir a monitor well, copies of all #es#ing r�parts ere fo be forwarded io Pinellas County Regulatary 5ervices. '17. The Permittee shall commence construction within 60 days from #he date af this permit and it shall be complEted within days. Permittee or A ent: C v-� � �, �15 f r g �'► � i� 5 /c IQL Phone: � 1 5 _ (o � (n . � /Gl � aate: % ° / �/' - / TY QR PRINT NAME Rev 10/15/20Q9 � 1 LI ,I � �� 1 L� � 8. � 1 APPLiCATtON 5UBMfTTAL INSTRUC710N5 Description and nature of the propased installation shall be outlined in the two blank lines on applicalion. 7he boltom of Application Shee! 1 shall be signed by applicant or his agsnt, On the attached plan, the following data shall be supplied: a. 7Me plan shalf show the righi af way lines and the widths of right of way. The offset distance fram tha centerlRne of ihe proposed installation shall be shown and tha scope of the proposed project, with all the distances and sizes clearly indicated. b. Typicai cross sectian shall be furnished showing wldth af pavement, width af right of way on each side, offsei distance from centerline to proposed installaiion and any pertinent data to sidewalks, curbs and gutters, EtC. c, Indicate type of instailation on both typical crass section and pfan view, d. All pertinent drainage information and calculations or justificatian for size of pipe and/or grading. All Improvements within County maintained right of way shall cQnform to Florida Department of Transpartation requirements and/or Pinellas Caunty Su�division requirements. All applicatians for water and sewer lines must ba separate applications and countersigned by the utility invoived prio� ta subm�ttal, This farm is ta be made out in QUADRUALICAT� With four {4) drawings; ane fulty executed copy will be returned to yau after approval. There is a v�riable pracessing fee that must be received prior to the issuance of the permit. Please make check payable to Board of County Commissioners, Due ta fhe extensive work being done in Pinellas Couniy rlght af way, please prnvide proof that you meet the following insurancz requirements: "Comprehensive Generai Llability (nsurance including, but no! limited to, Independent Contractor, Contractual, Premises/Operations, Products/Compfeted Operation, Explosion, Collapse and Underground, and Personal Injury covering the liability assumed under indemnification provisions af this permit, with limits af liability for personal injury and/or bodily injury, including death, pf not iess than $300,000, each occurrence; and property damage of not less than $100,000, each occurrence. (Combined Single Limits of nqt less than $3pD,DOQ, each occurrence, will be acceptab�e unless othenvise slated.) Coverage shaN be on an "qccurrence" basis, and the poiicy shall include Broad Form Proney Damaae caverage, and Fire LeGal Liabilitv af not less than $50,000 per occurrence, unless ofhenvise stated by exceptian herein." � THE UTILITY NOTiFICATlDN CENTER "CALL SUNSHINE" (1-800-432-4790 MUST BE NOTIFiED 48 HOURS �N f ADVANCE QF CONSTRUCTION. Pinellas County BDRS 'Regulatory Services 31� Caurt Street, 1st Floor Cl�arwater, FL 33i56 (727) 464-3�404 OR 46�4-3394 �727) 464-3394 for A8 hr natice and inspections 1 UTILITY COl1NT�RSIGlV (Name/Trtle) (DateJ TO BE FILLED OUT BY PlN�LI.AS COl1NTY REGULA'iORY S�RV1C�5 Sad required a'% Y� '.l Na open cut �'�'es ::I No INELL45 C�Uf�TY, FLORIbA, r; ate: for F � '. Jack and bore ;�1 Yes ,.71�0 Directional bore � ] Na of the Board of Counky Cammissioners S�� AiTACHE� �.E7T�R FOR ADDI7iOtVAL CONDIl'i�NS 1`O THIS UTILI7Y PERMIT. CITY Q� CEEARINAT�R GR�ENL�A EAST-INEST R�CI,AIMED WATER INT�RCONN�CT ATTACHMENT �F� 1%:u:ity �rf Clcm�rvmn117t1fik54 (ircenlca L•nr�-14cu kCN' - 1k�V'e�mi�tF�FV'ine14�K [:anx�pMiwclunrni ! fCenic RJ.luc CITY OF CLEARWATER 6REENLLA EAST-NI�ST RECLAIMEO WATER INT�RCONN�CT AT'1'ACHMENT 1 Portions of the Greenl�a East-West rec:laimed watei- (RCW) interconnect pipitig will run along and will crass County Road l(Keene Road). Following in the Table 1 below is the ] 2-incl� transznission main that is withzn ox c�•osses County Road 1 ROW and is required to be included in tl�e pa•oject R�W utilization ��er�niC. Table 1-�'vttioas Uf Pro'ect Re uirin Pinellas Count Permits Pipe County Right-Of-Way or �rn� To SectivnPTownship/ Sect�an Road # Road Nan3e Ran e 12" ItCW 1 Keene Road CSX Railroad Uni�n St�•eet 2/295/15� PVC Crossin The pr�posed mettaod of installatian is horizontal dix•ectional drilling (��DD). Refer t� attached figure for a Cypical cross-sectioi�s of ail caunty roads. Tn certain partions of ihc praject wl�ere HDD is not practica� tc� be uscd, opcn-cut may be the propased construction inethod as reyuir,ed. Please refer Co the enclosed ca�astx-uction rirawings for more details on the alignment af the proposed RCW piping aiong Caunty Road 1. � . �x:r��r�er.�wti�uzm�nso<•RO�,�w.u..�-w.,�xctiv.n��v�n,�r��a�r�r��nb.c��w,�m�o��ia�Mx<<.a�k PLOTiED .iuly 19, 201 T 2:07 PA4 �LOiTED BY: ,fAMES SCHEUER�SA3+t X:�CIiY pF CtEARWA7ER,i2009654 GREEkVLEA EAST—Y4�5T RCW — 6ES�CADD�PERMfT�DBL ROAD K—SEC�!ON_DWG N OTES: 'f. fZECL41�1+iE�J WATER MAtiJS i0 BE {vilfV. 35" R��OW GRAQE AND Ai�PF�OX. S' BACK O� CUrcB_ 2. ALL P�OPOS�D RCW PAA�iVS SHALL BE iNS7ALLE� BY ii�RlZOhf �AL D1REC € ipNAL CRi� L�n�-�oa UNLESS OTH�.R SHOW�! QN TH` DRAWiNGS. �� z � �� i�ECAi�i?�G WA�L 50' �8' .. .�.�:_ _.__....__ _�. � 6,� UNt7LRDRA[N �ig�'ROP�3Cf ��AS #2" PVC Z�" ��p RECIAIME� WATER iNAI N SQ' i w , � �-a' —� � � � �� n � o �� C� � MEDIA�! � n S�yy ! -'� �" . ..... .:'. . . . . • .. ,. � 3fi" MiN. /' 6" L''sVDERDRAIiJ COVER � 0 FiB�RQP7lC 6' 20° WM 36" RCP STA � 75+0� (JUST €VORTH OF CR576} TYPICAL CROSS SECTION � COUNTY ROAD 1 (KEENE ROAD) 7650 Weat CourCnry Compbell CSVIY, SJ�.� �oo GREENL�A EASTiWEST iN7ERCONiVECT RCIN PROJ�CT Fompe, �roridn 33sa7 Ph: �SS3) 2B6—i7t? Fax: {8i3] 286-6587 p�orido �ngineering Nwnber: W0002 CI�#Y OF CLEARWA7ER - _ � - � � � - - NOT FOR CONSTRUCTIOiV PRpJECT NQ. 120Q8654 DATc 7/14ff1 GURE N0. BQARD O�COUNTY tQMMISS101VERS Naney Bustack ' Neil Brickfield Susan Latvala john Morroni ,Worm Fiache Karen Wil)iams Seel Keewneth T. Welrh 1 , , , 1 , � 1 1 � , , 1 URS Corporati�n 7650 West Courtney Campbell Causewray T�mpa, F!. 33607-1 �62 Attn. Craig Dsmanski, P.E. Pin�ellas ; `' ;. „ County RUILDfNG �r DEVELQpMEhIT I�EYIEW SERYlCES Utilization Permit #11-0304U August 31, 2Q11 �e: Utilizatian Permit for City of Clearwater — Greenlea East- West Reclaimed Water Interconnect. [URS Project Number 1�009654j Dear Mr. Qsmanski: We are enclosing your approved Utilization Permit covering the praposed constructinn described below: InStall a 12" RCUVM along Ov�rbraok Ave., Betty Lane, Kings Hwy., Suns�t Pvint Rd., Union St., Hercules Ave, by di�ectional bore. T�is lett�r must be attached to and made part of the appraved Utilization Permit, making the following conditions binding to the Permit: 1 � It is the responsibility of the engineer of record to procure all necessary permits that are ret�uired by the agencies that are affected by the proposed canstructian. Cantact Pinellas County Operations Area Inspector Gene Crosson priar to beginning work and for scheduling of required insp�ctions. (Ph. #727-580-6516, 48 Hrs. Minimum Notice) Befare this Permit becomes effective, it wil) be necessary to contact the Utility Notification Center, "Call 5unshine", (1-8�0-432-477a) not less than 48 haurs or more than five (5} days privr t� construction. �Y. Public Wo'{r es Er�gineering TecYrnici�n Righ#-of-Way Utilizatian Permits l�egulatary Services � Enclosure i ��: � Public VVorks �perations PLFASF ADORESS RE:#'I,.Y'i(�; 310 Caurt Sir�c:t Clearw<�I[r, Florida 3375G 1'hont:� (7Z7) 464=3t38li , � � �'inc�lias County Building & Development Review Services , RIGH7 OF WAY UTILIZATI�N PERMIT P�RMIT NO: � 4 .�........... ��...� , TNE COUNTY OF PIN�LLAS, a politir,al subcfivision af the State of Fiorida, hereinafter called the Permitt2r, h�r'eby grants to City af Clearwater af 100 S. Myrtle Avenue, Clearwater, Flarida. 33756 (Name) ($treet Address, City. 5tat�, Zrp) herein�fter called the Permitiee, a Permit to construct f�, operate r�, mainiain r%;, renew r7 andlor remnve n ��e A1tachment 1 --.. ___�_ �_„�,�___.,.._�,_,,, �,,,_,.,__�__ on attached plan along, across, beneath, or aver right ofway andiar property of Permitter at the FoUawing I�c�tion; '.�itu�tec� r�t .�.�HH µ. mm__ ----_ _Se�_Attachr�enAt1�chment �__...__._..__ Florid�a, subjcct to th�: foll _._._.�...� ...................._�..�............_._._._..._........_� Caunty F�aad No. Name: Parcel ID No. ___ �'� owinr rc�vi,inns ar7d conditions: (Address or Streef lntersect�o�r) �'1. Constr�iction, operation and mair�tenance pF such utility shall not interfer� with property and rights of pripr occup�tnt. 2. 7he canstruction, op�ration and mai�itenarice. of such utility shall noi cr�.ate obstruction nr conditions which are ar rnay �ecam� d�ric��rous tu the traveling public. I 3, All work must b� done i�� keeping witli standards oFth� Florida U�partmenl of Transportatipn M�n��sl t�� l)nifarm Mir,imum 5tand�rds k�r pcsigf�, CanStruGtion a��d M�tinionance for Streels and Highways, Roadway and Traffic Desiyn St�an�iarcfs, Florida U�partmeni af Transpart��tion SCandard Specifications for Rnad and 8ridge Construction, AASHTO and by lhe Gounty Director or )�is �geni.. 4. All materials and equipment shall be subject to inspection by an Engineer of the Gounty or his agent. , 5. The Permittee shall and does hereby agree io indemnify, pay lhe cost of defense, and save harmless the Perrnittcrfrom and against payment of $II claims, suits, actions, costs, attorneys' fees, expenses, damages, judgments, or decrees by reason of any person or persnns or property �ieing damaged or injured by the Permiitee, his employees, agents or sub-contractors or in any way attributable to tP�a perFormance, � prosecution, construciian, oparation, nr maintenance af work herein permitted by Permitt�r �nd resulting from negligent acts or omissians of said Permittee in cannection with the work herein permitted, 6. The Permittee shall r�pair any damage or injury to the road ar highway ar other County properky hy reasan af the exercis� of any of t.he ' privileges granted in this Permit, ancl shali repair thQ same promptly, within seven (7) days of openinq, restoring it to a condition at feast equal to that which existed immediately prior to ihe infllctiorr of such damage or injury, (Nnte: A�I portions of ihe right of way other ih�n paved areas disturbed by the cpnstruction of this utility wi11 be compected, grassed and mulched nr sddded as required.) 7. All �verhead instaqat.ions shall conform to clearance standards af ihe State Utilities Accomrriodation Guide and all unciergraund crossing installations shall be laid at a minirnum depth of 36" below pavement, or at such greater depth �s Permitt�r may require, 8, Iri the eve.nt oF widening, repair or reconstruction of s�id road, the Permittee shall mo�e or remo�e said utiliky installakior� at nv cost tn the Permitter, 1 9 i ,�. , 11. 12. ' 13. � 14. i5. 1fi. ,17. � ihis perrr�it creates a�ermissive use only and the placing of facilities upon County property pursuant hereio shall not operate to creat� or to vest any property rights in said Permittee and is granted in perpetuity subj�ct to tsrmin�n by th� Permitter upon the giving of 30-days nr�tic� in writing to the Permittes. Q� 7he Permittee shall furnish the Permiiter with a survey showing the exact locations�a�a11 f��l'��'fl��i��µrsuant to this permit, said survey to be sufficiently detailed to allow location of said instatlation by reference theretoaf ��6t�n ��,�,� �� The. attached plan, covering detafls of this installation, shall be a part of this permit. i*7,� �' t� �� Upan completipn oF instaliatian, if field adjustments are made, an as-built drawing will have to be subr�ai!'�i. Section corner monuments subject ta displacement shall first be referenc and later reset by a�Iprida Regislered Land Surveyor. �• . All activities in accordance with this permit will requirs c�niormance ta the "Manual on Traffic Control and SFafe Practices for Street and Highway C�nstruction, Maintenance and Utility Opsrations." (Chapter 316 Florida Statutes) The Permittee's attention is directed to the provisions of the Trench 5afetyAct {Flprida Statutes, SecCion 553,60 et. seq_) and the Occupational Safety and Health Administra#ion Excavation Safety Standards (29 C.F.R. Section 1926.650, 5ubpart P) which shall apply to construction, operatic�n, and maintenance pursuant to this permit. Campaction within right af way to meet Pinellas County Minimum Standards. Regulatnry Services is to be notified a minimum qf 48 hours prior to beginning work at 464-3394, othenwise the Permit will be voided. If this permit is for a mnnitar well, copies oF all testing reports are tp be forwarded to Pinellas Caunty i�eguistory Services, The Permittee shall commence construction within 80 days fram the date of this permit and it shall be completed within _ days. Parmittee ar Agent: � i.••� + et_ + � J� n-�� J. � r,r1 si� � , E OR PFtIN'T NAAAE Rev 1 p/1 SJ2Qp9 Phane: � � ,a " �i-> %; - �'; � l Date: � ... � c;�. ._. � � r 1. 1 2. 3. ' 1 APPLlCATIDN SUBMITTAL INSTRUCTIOhiS D�scription and nature of the proposed instail�tion shall b� outlined in the two ularrk lines on applicattc>n. T h� bottom of Application Sheet 1 shall be signsd by applicani or his agent. pn tf��: �itached plan, the C�I;owing data shaii be s�ap�rlied: �. 7he pian shall show the righi of w�y lines and the widths of right of �vr�y, The ofFs�;t distcance from th�: cr:nterline af tho pro(�osed installation shall be shvwn and the scop� of the proposed project, with all ihe distances end sizes cl��rly indicated. b. iypicai crass sectian shall be furnished showing wirlth of pavement, width oi rigl7t nf way on cach sicfo, r�tfset ciist�rice from cent�rline t� proposed installatian and any ��ertinent data tp sidewalks, curbs and gutter�, eic. c. Indicat� type of inskallation an �iottt ty�aical cross s�ctinn and �alan vic;w. d. All pert.inent drainage infarmatipn and c�IcU►ations or justificatio�7 far sizo pf pipe andlor grading. , 4. All im�rrc�vements within County maint�ine�i righfi of way shall cc�nfprm to Floricia L7epartment of 7ransporkatic�r7 raquir��nents andlar Pin�llar; Gaunty 5ubdivision requirements. ' S. All a��ulications for water and sew�r line:s must Ue sep�r<�ie �pplications r�n� cvuntersignecl L�y the ulility inv�ivc:d prit�r Ica si.abmit[�I. �. This fc�rm is tv be mad� out in QUApRUPLiCATE with four (Q) drawings; �ne fully exe:cuted co(�y will be returi�ed to you afte'r �p�roval. , 7. Thar� is a variable processing fee that must be received prior tn the issuance of the permit Please make check payable to Board oi County Gommissianers. 8. bue to the extonsive work being done in Pinellas County right of way, please provide prontthat you meet the fallnwing insurance r�quirements: � � l� , � 1 L� �� , � � "Camprehensive General Liability Insurance including, but not limited to, Independent Contractnr, Cnntractual, Premises/Oper�tions, F'roducls/Campleted Operation, �xplasion, Collapse and Underground, and Parsonal Injury cov�rin� th� liability assumed undc�r inderrsniFication provisions of this permit, with limits of liability far personal ii�jury and/ar bodily inj��ry, including d�ath, of nnt less than $300,Q00, each occurrence; and property d�mage of no[ less than $100,000, each occurrenc�:. (Combined Single Limits of not loss than $300,D00, each nccurrence, will be acceptable unless otherwise stated.) Goverage shall be on an "occurrence" basis, ancf th� �talicy shail incl�ade Braad Form Pra�aerty Damaca� cnvdrage, and Fire Le , aq I Liability of not less than $50,000 per occurrence, unlr�ss otherwise stated by exception herein." THE Ul"ILI7Y N07iFICATION CENTER "CAL.L SUNSHINE" �1-800-432-�4770j MUST BE N�TI�I�D 48 HdUR5 IN ACJYANCE OF CONSTRUCTION. Pinellas Caunty BDRS Regulaiory 5ervices 310 Cowrt Street, ist Floor Clearwater, FL 3375G (727j 46�4�34D4 OR 464-3394 (727) 464-3394 for 48 hr notice and inspections UTIL.ITY COUNTERSIGN {Narr�e/Title) TO BE FILLED OUT BY PINEI.I.AS COUNTY REGULATORY SERVICES (Dal�J Sod required f es �" No Jack and bore Yes �'100 Open cut - Yes -� birectional bare �: No PINEL.LAS COUNTY, FLORIDA, ing Au Fthe oard of County Commissioners �Ip�te: �t ( SEE ATTACH�D LE77ER FDR ADDITI�NAL , for Regulatory Se ces Section COIVDITIONS TO iHIS UTILI7Y PERMiT. �� CITY OF CL�ARWAT�R 1 1 � 1 r � � 1 ' , r r � � � r � � r GREENLEA EAST-WEST R�CLAI�I�� WAT�R iNT�R�DNN�CT A.TTACHM[ENT 1 X:u'iq nl Clraru:xnU_^tKrN.Sa [irrn.qm l�u•W�al RCW • 1haV.rmiuinpV'u�elW�C�x.�ryv.�4uim�rm I Ile� 2 i-:�ndmpt� I.�Mk r CITY D� CLEARWAT�R 1 r GREEN�EA EAST-W�ST RECtAI�NEd �lIQTER INTERC�NNECT ATTA(~HMENT 1 � Porti��n� af tl�c Green.le�� E��tst-VIW�;st rr,�]�i.Y��ed water (RCW) interconnect piJ�i.t�g wil.l ��un ��1c�i��; and wiil ci�c�ss Pinr:llas Cc�urlty ri�ht-cal'-way� (ROWs). Fc�llowi�� in tl�e I'atate l b�low i� Gi list , of Ihc; scctioa�s of bc�th �rans�tii��ic�n ia�.lins th�tr ace within ar crntis Pinell,is C:c��►�ty R(7W� ��cl �uoulel rec�tiire tu l�e inel��ci�.d in th� X�ri�ject R�`4V utiliz�itiori �aer�»it. � LJ r C� � ' , r , � � II � �� 1 � Table 1-�'nrtic►n:� f)f �ro'ect Rc uirin l'incllas Count Pe.rmits I'i��e Ct�unty ItihlYt-C)f-W�iy n�• 1{r��n "1'a Sectivn/'��w�lsl7ip/ Section Rand # ldnad N�t��e __........__._.._— _._._ �Z��n�'e ___ 12'" RCW �G� Ovcibracak Duu�;lns Avenuc ]3�tty Li�n� 3/2�)S/15F: PVC Avenue 12" �CW 355 Betty Lane Uverbroak Aveuue 1'��i�'m�7nt Strcet 3/2�5115):; �'VC -- ---12" I2CW 3Ci5 �� n�s Hi�hwi��r�' Sanc1 L.<inc Oticn SUcct :�/2L)S/151; > �� y � v�= ' _._ _� I2" IZC:W Crc�ssing at ftidgewtty Cr��ssing at �.,�� 57� �LIf1tiCI P(fI17I RC)71C� r7rire Rid�ewa i�rive _._._. -- 2/2 � 5/ 151; l2" R.C.W �{i0() (lnion Slreet Crossin� al CR I C'rossi�ig ��t C;it 1 I'VC ----._ ..�._._W. .._......_..�... � .._�_..._...... _._... 6" ��W 425 HcN�culcs �venttc Mcmlclair Road �5U ieet soulh c�f 1/29S/15E PVC Moi�tclair Rc7�ci Th� proposed meth�d of installatian is hori7c�ntal d.irectioital d�-illin� (HllD. H�:f.er to attache.d figure for ta. typical cross-sectians of �.11 county roads. In certain portions o� the project wlie�-e E-iDD is a�ot pr.actica] to be used, open-cut criay be the pr�posed construcCivn methc�d ��s requir�e;ci_ Ple�tse ref�:r to the enclosed cc��ist�vction drawings for �dditional de[�ils on the alig��n�ent and grade of lhe pro�oscd RCW piping within the Pinellas County ROW. � 1 a:U'i1!'tA f'M-va71a'.13�FNffi4lwttN�vi 1'�+i. Wca H('W IA�r.Vh�m�llinylltii ila.l: i�m1�1A1W�'luncu� 1 1G:r� 7 r:.�,xn�x c.•� i mr SECTION V CONTRACT DOCUMENTS Table of Contents: CONTRACTBOND ..................................................................................................................... l CONTRACT.................................................................................................................................. 3 CUNTRACTOR'S AFFIDAVIT FOR FINAL PAYMENT ..................................................... 6 PROPOSALBOND ...................................................................................................................... 7 AFFIDAVIT.................................................................................................................................. 8 NON-COLLUSION AFFIDAVTT ............................................................................................... 9 PROPOSAL.................................................................................................................................10 CITY OF CLEARWATER ADDENDUM SHEET .................................................................13 BIDDER'S PROPOSAL .............................................................................................................14 SectionV (3) Page i 9/27/2010 NI�LSON, RdSE1VHAU8 & ASSOGIA'T'ES � October z6, 2011 1 "� � Andrew Site Work, LI.C. LIJ w 28651 Diesel 17r., Ste. 4 1 � �� Bonita Springs FL 34135 •=r .�_� Y ' `� � RE: City of Cl�arwater, as Obligee �i Greenlea East West RCW Interconnect 10-Op38-UT, as project �; Bond No. 80073477 1 � �,-- � 0 �" Dear Ladies and Gentlemen: ' � ; Please supply us with the following information for the a6ove captianed final bond: �� '� Executed Contract with Date: X a � o This letter is alsp giving Andrew Site Work, LLC. , as Principal and/or City of Clearwater, as Obligee, the � authority to complete these bonds by dating the bonds with the contract date, execution and Power of �� Attorney dates. 7he tantratt date MAY BE THE SAME date as the exetution of the bond or PRIOR to "� the execution date of the bonds. 1 � ='- We will farwacd this information onto your surety company upon aur receipt. Please return as soon as � '; ; possible. � � Thank you for your cooperation. �, t-,.-� Sincerely, _ � L-) ' �� rett Rosenhaus � Attarney in fact ' � 4 � �� 1 '4000 South 57th Avenue Suite 201 Lake Worth, FL 33463 'P:561.432.5550 F:561.432.5442 �,�:^;�.:.r ie!:::�nl� onds.coin �� 1 �FRONT PAGE OF � - PUBLIC PAYMENT BOND Florida 5tatute 255.05 BOND N0. 80073�177 1 , CONTRACf�R: Andrew Site Work, LLC. 2$f51 Diesel Dr., Ste. 4 Bonita Springs, FL 341.35 ' 239-222-67$7 SURETY: The Guarantee Company of North America USA ' 25$00 Northwestern Highway, Suite 72d Southfield, MI 4$075 24$-281-0281 ' AGENT: Nielson, Rosenhaus & Associates , 4000 South 57th Avenue, Suite 201 Lake Worth, FL 33463 561-432-5550 ' OBI.IGEE: City of Clearwater � 100 South Myrtle Avenue ' Clearwater, FL 33756 727-562-4747 1 PROJECT: Greenlea East West RC1N In#erconnect 10-0038-UT 1 � 1 1 ' 1 . ' � � ' 1 , 1 1 ' ' 1 ' 1 1 ' .' ' 1 1 ' ' BOl'�D NU'MBER: o� 4 CON'T�AG'I' B�ND STATE OF FL�RIDA C�UNT'i' QF`P1N.�,;LLAS: KNOW AI,L N[EN BY THES�: PRE�T,IVTSS: Tha.t we ANDREW SI'I'E �'�RK, L�,C. CQritr'dC�OT 3M�.. TH� GUARANTEE CQMPANY OF NORTH AMEI�I CA USA •�StTT�tj�� vV}105� Ii�TIIe �dT�SS.1S 2SSOQ NOR7HWESTERN HYVY., STE. 720, SOUTHFIELD, MI 48075 � HE:�EIN�EI.t CALI�ED THE "Sttret�"„ are he�d and fi�naly bound in.to th� Cii� of �1ear�a.te%. �'1�rida {here%zxafter called tl� "�wlaex"j .i�a t�,e pe�aal suxc� caf: 01YE MII�LIO`1'�, F�UR. HUN�71RE�7 S��ENTY SIX THOU�ND N]NE H-C�II)RE.11 ��HT:EEN D�L�,ARS Al'VD S7�I'� N]NE CENTS ($1,�76,91S,b9} �or t}ie pa��.t ai �hich we bind ourselue�, au� heirs; exec.utors, �drrrinisteatc�rs,. :su�cessoxs; and: assigns :�or the faifhfuX pe�araianee o� a c.erta�n �r�itten cantra:ct,. datedfhe: _ , da.y of ; 20 , entered into between the Gon�a.ct�r a�d the �ity af' �]:earrvater far: GREENLEA.: EA,5T V�'EST RCW INT'�RGONNECT 10-Q03$-U'T a. cr�py o:� which said con,tract is i�corpoi'ated �in by r•ef'�rence az�d iis�. �ade a parh b.ereof as if full.y cogi�ed herein.: NC7�V TI�REFiD1�E, THE. eO1vDII'ZaNS OF THTS OBLX.GATIQN ARE �UCF�, t1�at if �h� CQntractor �hall in atl respeets cor�ply �ifh ihe terms anci con�iitians txf saisi cantr�� including �.e oai�-year ,�ua�ee o� matesial a��. la.bo�; and tiis obligatioas tliez�unde�, inc�udin� t}ie E�nlxact d.�cz�zn;�z�ts (whi�h. in.�Tude the Adv�ztisezaent for Bids, Farm of �Proposal, Form o� Coniract, Foim o� Sure�:y Bor.�d, �tctio�s. tcr Bi,dders, .C'xenerai Couciition,s �d. Tec}ini�cal. Speeifi�ations.) arad: �the P'lans and Specifieati.ons therein zefe�ed to and made a part tlierea� and suc� alterati�ns as may be mad� zu saiti Plans and Sp�ificati�ns as therein provided �or; and shall indemuify a�d sa�re h�armless t}ie said Orvner against: and from all casts, ��p�es, damages, in1tuy or cond��. war�t o:f caxe or s]�i1.1, negTigence oz default� including paten�C infring�znez�s ou the part o.f the said �on�ractor a��nts or empla�ees,. ixi th� e�e�zitian ar� per�oanan,ce of said �ontract, including� erz�Ts: i:u the plans iucn,isb.ed by the Contr'a.ctor, and: f�xrther; if such "Cantractcar" or "Contr-a.Gtors" sbal.l p�roxnp�ly make paym.ent� tQ �1`1 pers�ns supplying hi� them or it,. labor, mate�al, ar�d suppli:es used d�rectly esr indir.ec�l�% �Gy said �ontrac�tor, Contractn�s, Sub-�on�t�r, oz Sub-�ontzact�r:s; in the grosec�tibA of the w�r3� prov�ided �r. in said Contract, this obl"i�atian. shalT }�e �oid; otner�wise; the Contractcrr an� Sar�tg jaintTp and severaily �agr�e to pa� ta tlie Qtivn.er any difference b�t�veen the sum. to whic}i the said Coniza.ctoz� �vould be entitled on tize completian o� the Cbntra,ct, a�d that w,hich the Qwn�r may be abliged �o pa}F far tli� coxn.pleliQn of said wark by contFa.ct or ott�rwise; & an.y damages,. direct or indirec�, oF conse�uential, �hich said �wner may sustain on aceozm# o�' such: work; or or�: accoun� af the iai.l�u� of the said Cantxacto� tQ.properly �.nd. i:n aIl tiv.n�, l��ep a�d execute all �li�e pxovisiozis of said contract P��t � 1 ' ' 1 ' 1 1 1 t 1 ' ' ' 1 1 1 ' 1 , COlti�T12ACT BOND �� . And �he saad Contra.c�r axzd :Sur� �er.eb� ft�rther bind themselves, their sueeessors, exeeutors, admiriistrators,. and. assigr�s, �ais��ly and. sevez�].ly., that the� wi:ll amply., and fiilly pratect the said. Owner against, and �ill pay any and all a.rnaunts, da�ges, costs. and judgzrients whi:ch may be recowered a:�ai.ns� ox� which the Owner xri�.� be call�d upan to pay ta any person crr carparatio�x by reasan of an� damages arising fr�m tiae perf'�.rrza�ce of said woTk.,. or of �lie repair o.r mamtenarxce. t}iereof. ar fhe ro.axzraer' of daing the s�tne or th� riegteet o� the said. Coniractor or liis agen�ts ar servants oz t3ae improper pez�'�ffiance a� the .said wor�C by the Contracto�r, or his a:g.exa�ts or s�ervaz�ts,. or the �nfrir�.�ements. af an}� patent �ights by reas�n of rlie use of any material fiirni�he� ar kvork tione; as a,foresai.d, a�, otherwise. An•d, tkze said Contractar and Sureiy here��+ further b'rxkd themselves, their successors, licirs, executv.r�; administratoxs, and .ass%ga,s, join�� .and severaI'lq; to repa� the ownex any suxr,� �vhich the. Q�,vn�r. ma� lae� Gompelled to pay because of any .Iien for la�or material fizzxai:shed for the: �s+ork, em}�raced by said Contraet_ . And t}ie said �urety, fnz the value r.eeeived�, he�eb�! stipulaEes and a�rees that no change, .exte.z�saQn of ti�a,�,, ��te�r.ation ar addition ta the terr,t�s of the cantract or to the wr��k to be pe�ornxed th:ere�xder. or t11e sp�:cif cati-o�' a�campanying t}�e saine sk�all in any w ay affect its ob�gations on t']a�.�s bond; and %t do�s hereby waive notice of any such chan��, extension of time, alteration oz addition to the fern� of �Che eontract or ta the� wori� ar to t}�e speci�cation�. IN 'I'E�TI�+d1�i'Y �?HEREOF; rvi.tzxess the hands and seals o:f the parCies hereto t'�is aay of _ , . 2�0 '� h�d �s � m c��y �n � zss.os �irnid�. . s�wes, aad any action insdld�d by a.deima�rt un�x �e ANDREW S�TE �V'O. LL�. bond for payment must be m� with the notiea c�1�T'�RA�TOR . and time IimitaGon provisions in Sxtiaa 255•05 (2� Florida Statues. B�: AT'I`ES`T': . - WITNESS: � COiJNTERSIGIVED: Fug� ? THE CUARANI'EE COh1PANY OF NORTH AMERIGR'USA S TY = - � - B�!: � rY �': �� . - ATTaRNEY-TN=F1�4.4�T = � `� `° 4� BRETT RO5ENHAUS, ATTORI�Y 'TJ�I�''��:i:''.',.— _ .W � ��;"`', ,.� r _ . ��`` ."�. `' � � ' THE GUARANTEE COMPANY OF NORTH AMERICA USA Southfield, Michigan POWER OF ATTORNEY ' KNOW ALL BY TM�5E PRE5ENTS: That THE GUARANTEE COMPANY OF NORTH AMERICA USA, a corporation organized and existing under the laws of the State of Michigan, having its principal vffce in 5outhfield, Michigan, does hereby constitute and appoint 1 ' ' � ' ' � LJ 1 ' Brett Rasenhaus Nielson and Company, InG � Lake Worth i#s true and lawFul attomey(s)-in-fact to�execute, seal and deliver for and on its behalf as surety, any and all bonds and undertakings, contracts of indemnity and other writings obligstory in the nature thereof, which a� or may be allawed, required or pertnitted by law, statute, rule, regulatlon, cantract or othervvise. The execution of such instrument(s) in pursuance pf these presents, shall he as binding upon THE GUARANTEE CQMPANY OF NORTH AM�RICA USA as fully and amply, to all intents and purposes, as if the same had been duiy executed and acknowledged by its regularly elected officers at the principal office. The Power of Attomey is e�cecuted and may be certiHed so, and may be revoked, pursuant to and by authority of Artide IX, Section 9.03 of the By-Laws adopted by the Board of Diredors of THE GUARANTEE CQMPANY DF N4RTH AMERICA IISA at a meeting held on the 31� day of Decemher, 20p3. The President, or any Vice President, acting with arry Secretary or Assistant Seaetary, shall have power and authority: 1. 1'o appaint Att�mey(s�in-fact, and to autharize them to exea�te on behaff of the Company, and attach the Seal of the Company thereto, bonds and undertakings, contracts of indemniiy and other writings obligatory in the nature thereof and 2. To reyvke, at any time, any such Attomey-in-fact and revoke the authorit}r given, except as provided 6elow 3. In connection with obligatlons in favor af the Kentucky Department of Highways only, it is agreed that the power and authority hereby given to the Attomey-in-Fact cannot be modi�ied or revoked unless prior mitten personal notice pf such Intent has been given to the Commissioner — Departmerd af Mighways of the Commonwealth of Kentucky at least thirty (30) days prior to the madificatian or revocation. - Further, this Power of Attorney is signed and sealed by facsimile pursuant ta resolution of the Board of pirectors of the Company adapted at a meeting duly called and held on the 31� day of December 2003, of which the following is a true excerpt: RESO�VED that the signature of any aukhorized ofFcer and the seal of the Company msy be affixed by facsimile to any Power of Attomey or certification thereof authnrizing the execution and delivery of any bond, undertaking, conb�ads of indemnity and ather wridngs obligatory in the nature thereof, and such signature and seal when so used shall have ths same force and efiect as though manually affixed. �� G� ��e�~ STATE OF MICHIC,AN County of Oaktand IN WITNESS WHEREOF, TNE GUAFiANT'�E COMPANY OF NORTH AMERICA USA has caused this instrument to be signed and its corporate seal to �s af�pted by Its authorized officer, this 21st day of July, 2010. THE GIJARANTEE CQMPANY QF NORTH AMEf21CA USA k`r��`-�- � Stephen C. Ruschak, vice President Randail Musselman, Secretary ' On this 21st day of July, 2010 hefore me came the individuals who executed the preceding instrument, to me personally known, and being by me duly swar'n, said that each is the herein described and authorized officer of The Guarantee Company of North America USA; that the seal afflxed to said instrument is the Corporate Seal of said Company; that the Corpprate Seal and each signature were duly affixed by order of the Board of Diredors of said Gompany. , Cyntltia A 7'akai IN WITNE55 WHEREQF, I have hereunto set my hsnd at 7he Guarantee Notary Public, 5tate of A9id►igan Company of North America USA offices the day and year a6ove written. County of O�lldand My Gomrrdssian Exprres February 27, 2012 �� , Adir►g in Oakland County �� ' , I, Randall. Musselman, Secretary of THE GUARANTEE COMPANY OF NORT'H AMERIC�l1S1� c7o-heraby certify that the above and foregoing is a true 'and comed copy of a Power of Attamey executed hy TFIE GUARANTEE COMP/WY �° NOI�TkI AMERICA USA, which is still in full force and efFect. IN WI7�lESS WHEREOF; I have thereunto set my hand and attached the seal of,sa� Compahy this day of , �� ' c;, � �< �,A,11�^'' 1 _ ` �• - _ � ,` � Randall Muss�innan, Secretary , � � w 1 � CONTRACT This CONTRACT made and entered inta this � day o , 2� by and between the City of Clearwater, Florida, a rnunicipal corporation, her inafter designated as the "City", and ANDREW SITE WORK, LLC. of the City af BONITA SPRINGS, County of LEE and State of FLORIDA hereinafter designated as the "Contractor". WITNESSETH: , That the parties to this contract each in consideration of the undertakings, promises and agreements on the part of the other herein contained, do hereby undertake, promise and agree as fallows: 1 LJ The Contractor, and his ar its successors, assigns, executors or administrators, in consideration of the sums of money as herein after set forth to be paid by the City and to the Contractar, shall and will at their awn cost and expense perform all labar, furnish all materials, tools and equipment for the following: GREENLEA EAST WEST RCW INTERCONNECT 10-003$-UT FOR THE SUM OF ONE ' MILLION, FUUR HUNDRED SEVENTY SIX THOUSAND 1VINE HUNDRED EIGHTEEN DOLLARS AND SIXTY NINE CENTS (�1,�t76,915.69) � ' 1 �J [� ' 1 , 1 � � In accardance with such proposal and technical supplemental specifications and such o�tkier special provisions and drawings, if any, which will be submitted by the City, together with any advertisement, instructions to bidders, general conditions, proposal and bond, which may be hereta attached, and any drawings if any, which may be herein referred to, aze hereby made a part of this contract, and all of said work to be performed and completed by the contractor and its successors arid assigns shall be fully campleted in a good and w�rkmanlike manner to the satisfaction of the City. Ii the Contractar should fail to comply with any of the terms, conditions, provisions or stipulations as conta.ined herein within the time specified for completion of the work to be performed by the Contractor, then the City, rnay at its option, avail itself of any or all remedies provided on its behal:f and shall have the right to praceed to complete such work as Contractar is obligated to perform in accordance with the provisions as contained herein. THE CONTRA.CTOR AND HIS UR ITS SUCCESSORS AND ASSIGNS DOES HEREBY AGREE TO ASSUME THE DEFENSE OF ANY LEGAL ACTION WHICH MAY SE BROUGHT AGAINST THE CITY AS A RESULT OF THE CONTRACTOR'S ACTIVITIES ARiSING OUT OF THIS CONTRACT AND FURTHERMORE, IN CONSIDERATIUN OF THE TERMS, STIPULATIONS AND COND�TIONS AS CONTAINED HEREIN, AGREES TO HOLD THE CITY FREE AND HARMLESS FROM ANY AND .ALL CLAIMS FOR DAMAGES, COSTS OF SUITS, JUDGMENTS OR DECREES RESULTING FROM ANY CL.AIMS MADE UNDER THIS CONTRACT AGAINST THE CITY OR THE CONTRACTOR UR THE CONTRACTOR'S SUB-CONTRA.CTORS, AGENTS, SERVANTS OR EMPLOYEES RESULTING FROM ACTIVIT�ES SY THE AFOREMENTIONED CONTRACTOR, SUB-CONTRACTUR, AGENT SERVANTS �R EMPLOYEES. Page 3 � ' CONTRACT (2) � In addition to the foregoing provisions, the Contractor agrees to conform to the following requirements: � In connection with the performance of work under this cantract, the Contractar agrees not to discrirninate against any employee or applicant for ernplayment because of race, sex, religion, color, or national origin. The aforesaid provision sha11 include, but not be limited to, the following: � employment, upgrading, demotion, or transfer; recruitment or recruihnent advertising; lay-aff or termination; rates af pay or other forms of campensation; and selectian for training, including apprenticeship. The Contractor agrees to post hereafter in conspicuous places, available far employees , ar applicants for employment, notices ta be pravided by the contracting officer setting forth the provisiot�s of the non-discrimination clause. l� � � 1 1 The Contractor further agrees to i�nsert the faregoing provisions in all contracts hereunder, including con�racts ar agreernents with labor unions and/or worker's representatives, except sub-contractors for standard commercial supplies or raw materials. It is mutually agreed between the parties hereto that time is of the essence of this contract, and in the event that the work ta be performed by the Contractor is nat completed withir� tkie time stipulated herein, it is then iurther ag�eed that the City may deduct from such sums or compensation as may be due to the Contractor the sum of ,$1„�„000.00 per dav for each day that the work to be perfarmed by the Contractor remains incomplete beyond the time limit specified herein, which sum af „�].,000.00 per d� shall only and solely represent damages which the City has sustained by reason of the failure of the Contractor to complete the work within the time stipulated, it being further agreed that this sum is not to be construed as a penalty but is only to be cansirued as liquidated damages for failure of the Contractor to complete and perform a11 work within the time period as specified in this contract. , It is further mutually ageed between the City and the Contractor that if, any time after the execution of this contract and the surety bond which is atta.ched hereto for the faithful performance of the t�xms and canditions as contained herein by the Contractor, that the City sha11 at any time deem the surety or ' sureties upon such performance bond to be unsatisfactary or if, far any reason, trie said bond ceases to be adequate in amount to cover the pe�rformance of the work the Contractor sha11, at his ar its owr► expense, within ten (10) days after receipt of writt�n natice from the City to do so, furnish an additional ' bond or bonds in such term and amounts and with such surety or sureties as shall be satisfactory to the City. If such an event occwrs, no fiurther payment shall be made to the Contractar under the terms and provisians of this contract until such new or additional secur,ity bond guaranteeing the faithful ' performance of the work under the t�rms hereof shall be completed and furnished ta the City in a farm satisfactory to it. , 1 1 Page 4 , .. � 1 1 1 , 1 , ` ' � 1 ' , ' ' � ' � ' CONTRACT (3) IN WITNESS WHEREOF, the parties to the agreement have hereunto set their hands and seals and have executed this Agreement, in duplicate, the day and year first abave written. CITY OF CLEARWATER IN PINELLAS COUNTY, FLORIDA BY�_. ,�/ �'� � ,� . �-c•u��C. William B. Horne, II City Manager Countersigned: B � Y� Frank Hibbard, Mayor-Councilmember (Contractar must indicate whether Corporation, Partnership, Cornpany or Individual.) (The person signing shall, in his own hatidwriting, sign the Principal's nazne, his own name, and his title; where the persan is signing for a Corporation, he must, by Affidavit, show his autl�ority to bind the Carporation). Page 5 Attest: (Seal) r �.�a�r �x � � �; C� �.c�..- Rosemarie Call City Clerk Assistant City Attorney �r�� ,�� , �r � By: �o�l�h _ e� (SEaz,� _,ryii67t ,� , � . �, - _� � _ :I� •y: , �:a ; : ' ;,.6';'x . .: c � � � �.; �'� � � ti �``t � � � ' � � CONTRACTQR'S AFF�DAVIT F4R FINAL PAYMENT �ORPORATION FORMI STATE OF FLORIDA COUNTY OF On this day pez�sonally appeared befare me, the undersigned authority, duly authorized to administer oaths and take acknawledgments, , who after being duly sworn, deposes and says: That he is the (TITLE) of ANDREW SITE ' W�RK, LLC. a Florida Corporation, with its principal place of business lacated at 25651 DIESEL DRIVE, #4, BO1vITA SPRINGS. FLORIDA 34135 (herein, the "Contractor"). ' ' That the Cantractor was the general, contractor under a contract executed an the day of 20_, with the CITY OF CLEARWATER, FLORIDA, a municipal corporation, as Owner, and that the Contractor was to perfarm the construction of: GREENLEA EAST WEST RCW iNTERCONNECT 10-0038-UT ' That said work has now been completed a.nd the Cantractor has paid and discharged all sub-contractors, laborers and material rnen in coranection with said work and there are no liens outstanding of any nature ' nor any debts or obligations that might become a lien ar encumbrance in connection with said work against the described property. ' That he is making this �davit pursuant to the requirements o:f Chapter 713, Florida Statutes, and upon consideration of the payment aF inal Full Amuunt of Contract in full satisfaction and discharge of said contract. 1 1 �� ' , 1 That the �wner is hereby released from any claim which might arise out of said Contract. The word "liens" as used in this affidavit shall mean any and all arising under the operatian af the Florida Mechanic's Lien Law as set forth in Chapter 713, Florida Statutes. Sworn arid subscribed to before me This day of , 20 NOTARY PUSLIC My Commission Expires: Page 6 ' ANDREW SITE WO LLC. AFFIANT BY: L�t7�yl�]�►Y� � ' 1� � 1.. ,-- '�- 1.- '_.. 1� 1 �RO�,QSA,.L AUND (Not to be �tlled. ovt i,f a cefi.�ied c� is submittsd.) IQ�iOWN A'LL MEtrT �i' TSES$ �'�V"I'S: • Ihadt we, 'E�e undersagued, AI�R�W S I 7E MfORK LLC SS P�1�;qpsj„ e� OLD REPUBL I C SURETY COMF±'ANY �G C��,�p�S �g y� P.O. BOX 1fi35� MILWAI�CEE, MI 53207 sre b�ld and fima�y bound w�o 'i�l� CI�j' aP CIC3�I�S� Flail�, �11 [�;� SW1'� 0� TEN F'ERCENT pF AMOUNT 8 I Q Dol�ts ($ �°� )(being a m�auum�a of 1 Q'/o of Caakactats tn�l 'bid amoYmt) inr the payment of �vvhirh, wall ead truty to be made, we hea�by jamt�y e�t�d sevc�rally bind ourse�ves, otxr h�ir�, ex�tnrs, adminiscr�vr�, s�sazs aud as�. GREENI..EA EA57 WEST INTERCONNECT TJ� �OaditrOm U� t�,e abo'vB O��Pa i°3 svCh t�et ]f t�D a�ed. P�'OpOSa� O� RECLA I MED MATER PR0.1 ECT ANI�REW SfTE 1NOf�, LLC �� OLD REPUeLIC SURETY CONPANY • gs S�retq, fi�r wr�k sparfie.d as: GRE�LtLF.�r F�S1'-wE�' II�rl!�cONHEC�, .,, .. _ D wATER PI�Qa1F� [].O�OOf38�iTt9 � a,ll �s stip�ukazed in said Pra�asal, by' c�Ciing aIl woz3e is�ider�.l tbexeto, iva a�or�aa�`.e wit�h the pl�ms and specs.ficat�o�s p,�nvidcd �erofar, a11 wid�ia Pincl� Co�.ty, is �ed aad the contraat aw$r3ed tn the above naa�d bidd�r, snd the ssid bidder shall widiio. ten ci�tqs �Rqr �tice o� said award enter ixrto a contract, im wzzi�g, �nd fiu�i.�h the re�red P�zformance $o�d with sur�ty ar sureties to be app�rdved b3' ti� City Ma�ager, tlais obligatian. sbail be vaid, ome�wi,9e f3� �me Shell he in, full farce and viz�d�e by I�w snd the full a�rt of this Propctsal Sond will be pai,d tn the Ciry as s�.puiared or uquidated d�a�ges. Signe�ci this z9rH �y o f sepr�s�a ^ , 20 � i � �;.�� , �� ._ ��, �� ' 1� Pe�son signi�ug shali, in h�s o�vvn hendtivri�g, sign t]ae �mc�ipal's _� n,amc, his own. nsm,e a�d bis title; � ti�e �san si.g�it�g far a corpoxatton n1l]5t, � B�LdHVI� S�10 W�1i5 a.i�OII� -- TD �1D/� � COI�L}T8tiC1�]. � 1 1 , `/ J ��yr � � awoR�w sir� wowc, ��c � Pi],UCipal --- g� �- -� Tr�e OLD REPUBL.IC SURETY COMPANY S BRETT ROSENHAUS, ATTORNEY IN FACT ' s��,v (�) � � o�' �s �7r�oia � * � * * � QLD' REPUBLIC ��RN��'Y CUMPANY 1 .: *'t * * * POWER OF ATfORNEY KNQW' ALL MEN BY TMESE PRE9ENTS: That �Lp F?EPLIBLIC S,URLT'Y C'DMPANY, a Wiscansin staok insurance c'orporation, '' does make, constitute and appoint: ' BRETT M. RQSENHAUS, O�' LAKE W@RTH, FL ,itstnae �rKi �awfi�l Atlrxney(sl-in-F�c1. with t�all pr�wer and authcxity, not p,xceedirx,� $10,OOD.000, f�r and nn heh�lf of the rxxn�ar�y �s surely. to ex�c;ut� ann cielivF,r and affx the seal c� ths axrq.�rry tlxx�:to (if a seai is r�quirec� bor�ds, und�takings, rc�oyr,iz�rx;� or ottier writien obiigations in the nzture thereof. ,c,n,er th�n t:��ii l.�iK9S. th711k:1E�qtiINJ�y t.XAkJS, �7xJIY(�()G Ch?fiClFrncy l:xexl.:. mexte��ye cau:�r�r.1y t?c�rxis. �7u�u�,,ntF�n; of u,stallrr�eiii :�r-i�,��r ,�riii �u7te �)u�u;�nty I:x.�n:i�,. �,�It-�ri�,i.n.:inc;r: wcxk�3r5 �.:��iri{�ertvafi�� i f rn x�; y�_�ar inlc�nr.7 r�63y� r K� it <�f i�en�fitS. � t��sios aha�ter��V Cxx �trict l�xle,. Ur;auU, i� i��r�cxpr� ��. rnf ! x.n x-1:;, I i�;ti,�r:.ioU:; was;tr: rwi�F:cli;:ihCn ; Ixxxis � cirk74'�ck Ilirlq 1':Kx1c1 :i, 8S tQll0�n�5: ALL WRITTEN INSTRUMENT3 IN AN AMOUNT NOT TO EXCEED AN AGGi�EGATE OF FIVE MILLT�AT DOLI,rARS($5.,OOO,pOp)---�--________.:_______�__ �pR ANY S�NGLE 'OBLIGATION', REGARDLESS OF THE NUMB�R OF IN$TRUMENT� TSS.UED FdR THE OBLI�ATION. and to bind OL� REPUBLIC SURE'TY COMPANY ther�by, and ail qf the acts of said Attprneys-in-Fact, pursuant tp these presents; are ratified and, cOnfirmed. This document is not.yalid: unless printed on.:colored background and is multi-colored. This appaintment is.:made , 'under and by authoriry of the board of director5 at a special meeting held on February 18, 1982. This Power of Attomey fs signed and sealed by facsimfle undar and by the authority of the following resolutions adopted by the baard of directors of the OLD REPUBLIC SUR�TY COMPANY on February 18, 1982, R�SOLVEp that, the president, any vice-president„ or assistant vice president in conjunction with the secretary or any assis#ant :. ' secretary, may.appoint attorneys-in-fact or agents with authority as defined or limited.:in.the. instrument evidencing the appoiritmerit in each case, for and on behalf of the company to execute and deliver and affix the seal af the cbmpany to bpnds, undertakings, recog- nizances, and suretyship vbligatipns of all kinds; and safd offcers may remove any such attorney-in-fact or agent and revoke any Pawer of Attorney previously. granted to such person. FiESOLVED FURTHEF�that ariY bor�d� �rride�lan9, reoogrur.anoe, or su�t.yship obbgation shaJl be v�lid arid binding upon the GompanY (i) when sigr� by the presidenti arry vice president prassistant vice president, and attested and sealad (if a seal be required) by any secret�ryorassistacrt secpet�ry; or . ' (ii) whr�n signed by the preSiderrt, any.vlc� president or assistant vice presiderrt, secreta or assistarrt secreta and cou ' nedarld Se f if rY ry, rrters+g 2� ed ( a seal be r�quir�d) by a duly authorfzed attomey-in_-faCt pr agent; or � (iii) when duly executed and 5ealed �ff a seal be required) by one or more attprney,s-in-fact or ageiits pursuar7t to and within the liriiits of,the authority evidenced by ihe Power of Attomey issued by the cbmpany to such person or persans. RESOLVED FUR7H�R,tl-�atthe signahiri� of any authorized officer and the seal aF the campany may be affixed by facsimile to a-ry Power af,4tton�r Qr ce�'tification the�f auti�ori�ng the e�cecudon arid deliverjr of arry bond, �aidertaldng, recflgnizance, or otf�r sur�tyship obl'�gatior�s ofthe, comparry; and su� signature and seat when so used shall have the same for�e and effect as though manually affixed. ' IN WITNESS WHEREOF. OLU F�EPUBLIC SURETY CQMPANY has caused th�se preser7ts to 6e signed by its proper o�ficer, and its corporate seal to be affixed this 31ST d�y of AUGUST, 2011 . � ' ay��onBUA+e� �0°�� B�?' W, eaN�� ...-- --- -- _--_ � SEAL � �� AssisTant Sncr�tary S�'ATE QF WI5CON51N, CQUNT"Y OF WALiKESHA - SS ��°��^ "`� OLD REPUBLIC SURETY C�MPANY �� Presidenl Y , �, • y _ _ n this 31ST d� Of AUGUST 20 1 personall came befare me, GERALD C.. LEACM 'and RICK A. JOMN$�N. to me known to be tYi� individuals and off'icers of the OLD REPUBI�IC SUR[TY GOMPANY who exeauted the above instrument, and they each acknowledged the executian .of the same, and being by me duly sworn, did severally depose arid say; that they are said officers of the corpvration aforesaie�, and that the seal affixed to the above instrument is the seal of the cvrporation. and that said corporate seal and their signatures as suGli officers were duly affixed and subscribed to the said instrument by the authority of , the board of directors of said corporatian. ///� �P M A �, V V � �r� �rc - .... �1-.. ... _ ��J• NOTARY 9 �' Nntary Publlc C/ . . ��pV°"�� My commissipn expires: 1� �02 �2012 �R1M8�,� . , c�ari�icarE I, the undersigned, assistant secretary of.the QLD REPUBLIC $URE7Y COMPANY, a Wisconsin corporation, CERTIFY that the 'foreqoing and attached Power of Attorney remains in full fonce and has not been revoked; and furkhermore, that th� Resolutions of the'�oard pf directors set farth in the Power of Attomey, are now in force. 92 - 2 3 9 8 ...`,�suaFr" �[�•}y� ��„�_bX.� : Qa`� "� Signed and sealed at the City of Brookfietd, WI this �ay of �_ c� �� s��. � � � ,. ..� �� T+1IELSQN, RO & ASSOCIATE$ �. --'- ---�°--�- Assistant. SeCretary ' ARR�^� AFF AVIT (To be fill�d in �nd executed if ihe bidder is a corporation) STATE OF FLURIDA ) COUI�TY OF �'_�� ) � � �n�e�,,�,�-. beitig duly swom, deposes and says that he/she is Secretary of �,►i� nf, 5.,,�w��ck (.�C : a corporation organized and e�cisting under and by virtue of the laws of the Sta.te of Florida, and having its principal office at: - t�C .G� ��1 S S�Z_ " s L�G= Strcet & Number C t3' County State Affiant further says that he� is F�milia�, with the records, minute boaks and by-laws af (Name of Corporatian) Af�Iant further says that � ��, � (Office�s Name) ( ��e) , of the carporatian, is duly authorize� to sign the Proposal for � N for $aid corporatian by virtue o�� F� R�q .°%�� ,� �' � (state whether a provisian of by`laws ar a Resolution of the Board of Directars. If by Resolution g' e of adaption). � �: iQvs�e��„ %t� A�2�nt Swam to before me ' ( day of , 20 , Seetiowv (3) , Page S of I 5 :�'.�: � � �r �. �i Tide ar r�nk, and Serial Nv., if any 9/27/2010 � r 1 ' 1 r�oN-�o�,�.us�oN �F�A_vxT STATE pF FLORIDA COUNTY OF L if� �% �•�nr,4Pt=�' -�' being, first duly sworn, deposes ar� says that he is _ � of 7�i..J ..S.�x�,e,K CC.0 . � the party making the faregoing Pmpos�l or Sid; that such Bid is genuine and not collusive or sham: that said bidder is nat �inancially interested in or otheruv�ise affiliated in a business way with any other bidder on the same cantract; that said bidder has r�ot colluded, consp;rred, connived, ar a�reed, dirPCtly or ' indirecdy, with any bidders ar person, to put in a sham lrid ar that such other person shall refrain from bidding, and has nat in any manner, directly ar indirectly, s�ought by agreement or ca11u5ion, or conr�nunicatian or canfcrence, with �ny pers�on, to fix the bid pnce or �ant or any other bidder, or to ' fix any overt�ad, pmfit or cost elemer►t oi said bid pricc, or that of any other bidder, ar to sccure any advantage against the City of Clearwat�r, Florida, ar any p�rson or persons interested in the propased contract; and that all statements cantaunai ui sa�.d p�oposal or bid are hue; and furth.er, that swch bidder has not directly or indixectly submitt�d this bid, or the con.tents thereof, or diwlged infvrnnation or data ' relat�ive thareto ta any association or to any member or agent thereof. 1 L.J 1 r C� 1 �� ! Swom to and subscribe� before me this day � s�;onv c3, , Nage 9 of � s /; ,/,r.� . ; . � �,�_ . i -� � �a�n► a�ea� srw a �w. � � ;�� 9/29/2010 � r r ' � r , , ' ' � � � 1 r � � � r , PROPOS�iL �X) TU THE CITY OF CLEARWATER, FLORIDA, for GREE A EAST-WEST TERCONNECT RECLAIMED W TER PRQJECT ,�l Q-003&U'1� and doing such other wark incidentel t�reto, all in accordance with the contract documents, marked GREENLEA EAST- INTERCONNECT RECLAIMED WATER PRO.T�CT (10-QQ38-UT) Ev�ry bidder must take notice of the f�ct that even thaugh his proposal be accepted and the dacuments signed by tl�e bidder to wham an award is mad� and by thosc officials authorized ta da so on behalf of the City of Clearwater, Florida, that na such aw�rd or signing shall be considered a binding contract without a certificate from the Finance Director that funds are av�ilable to caver the cost of the work to be done, or without the approval oi the City Attomey as to the form and legality of the contract and all the pertir�nt dacuments relating therPta tiar�ing been approved by said City Att�rney; and such bidder is hereby chaiged with this notice. The si�ner of the Proposal, as bidder, also de�clare.s that the only person, persons, company ar parties intezestcd in this Froposal, are nam�d in this Proposal, that he has carefully examined the Advertisement, Instructions to Bidd�rs, Contract Specifications, Plans, Supplemental Specifications, General Conditions, Special Pmvi.sior�, and Contract Bond, that he or hi� representative has made such investigation as is necessary to dete�e t�te character and extent of the work and he proposes and agrees that if the Proposal be accepted, he will contract with the City of Clearwater, Fbrida, in the form of conhact; he�;to annexed, to provide the n@cessaiy labar, rnaterials, machinery, equipment, tools or apparatus, da all the work required to evmplete th�e contmct within the time mentioned in the General Conditions and according to the requirements of the City of Clearwater, klorids, as herein and hereinafter set forth, and furnish the t�equireci sucery bonds for the following prices to wit: S�ctio�av (31 Pa$e l0 of 13 9/27/2(110 � , 1 � 1 � ' � 1 r , r � � 1 ' , PR!C)POSAL (2) If the foregoing Proposal s�hall be a�ccepted by the City of Clearwater, Flarida, and the undersign�d shall fail ta execute a satisfaatory cot�tract as st�ted in the Advertisement herein attachad, then the Ciiy may, at its option detemune that the und�rsign�d h�s abac�oned the cantract, and thereupon tlus Froposa] shall be null and void, and the cerdified check ar bond a�cccnm�anying this Proposai, shall be forFeited to become the property of the City af Clearwater, �lorida, �nd tt�e full amount of said check shall be retained by the City, or if the Propasai Boncl be giveq tl� full amount of such bond shall be paid to the City as stipulated or liquidated damages; otherwise, th� 6and or certified check accompanying this Proposal, or the amaunt of s�id check, shall be returned to the undersigned as specifi�d herein. Attack�d hereto is a bond or ccrtified cl�ck on _ �, �� [��i.�j�j� �� wt � Bank, for the sum of r1J. �� ia � � �� c , �C -- ($ /3 �f Z- � 5"� 3� (being a minimum of 10% of Cont�rracwr's total bid amount). '1� full names and residences of all persons and partics interesteci in the foregoing bid are as follows: (Tf corporation, give tha names and addresses af the President and Secretary. If firm or paztnership, the n�mes and sddresses af the members or pa�rs. 77ie Bidder sha11 list not only his name 6ut alsa the name of any person with whom bid�er has any type of a$reement whereby such person's improv�ments, enrichment, employrnent or possibl�e benefit, whethet sub-contractor, mat�rialman, agent, supplier, or employer is c.ontingent upan the award of thc contract to the bidder). N�ME$� ADDRESSES: # s�� ofB�aa�: . .�'�'��N� (The bidder must indica�e wheth Corpa�ation, 'p, Comp�ny or Individual). � Sectionv (3) 1 Tage 11 oi' 15 927/201 Q ! . / �T, :�, The person si�ning sha11, in his own h�ndwriting, sign th�e Frincipal's name, his awn name and his title. Where the person signing for a corporatiom is ott�r th�n the President or Vice-Pre�ident, he must, by affidavit, show his autlmrity, to bind th�e corpor�tion Prit�cipal: I.LC' ^1 � r By: • Title: Ck�n/c� � �'�'1 Bu�siness Address ofSidder: 2�,/� 1 17iF�, _� -��i . ...---• -- City and 5ta.te: ��t �Qi n�. S. FL , ,^ ZiP Code `�� 3 5 na�ea at �.'iS p.-�--. , this �� alay of -5��-� ��'''-' , A.n., zo 1/. s�a«,v c3� � iz � is srz�noio ��r oF c�,Ea�wATER ADDENDUM SIi�ET PRQJEGT: GREENLEA EAST-WEST INT RCQNNECT RECLAIMED WATER PROJECT �1a0Q38-iJTI Acknawled�ment is hereby made of the following addenda received since issuance af Plans and Specificatians. Addendum No. r Date: `%-/(a � // Addendum No. �_ Date: `!� - �% � // Addendum No. Date: Addendum No. Date: Addendum Na. Date: GtF� . �RS"'f�C.a. Adder�dum No. Addendum No. Addendum No. Addendum No. Addendum No. Date: DaLe: Date: Date: Date: Date: A � L��j S/ ' /'�, (rLC- ,,_,,. (N Bidder) (Si ture of fficer) C3,i ' i (Tide af Officer) c te) 5actianV (3) P�e 13 0�' IS 9/27/2010 �IDD�ER'S PROPOSAL Bid Tab Table Bid Item Descripfioa Qty Unit Unit Price Amount � 1 Mobilization 3.S% Maximum 1 LS �$ � — 2 MaiMenance of Traffic SYo Maacimum 1 LS -$ 45 � � 3 F&I 4" PVC Pi b Horizantal Directional DriA 2 60b LF -�'7 $�930�- " 4 F&I 6" PVC Pi b Harixonta! Directional Drill 15Q LF . Gt $� p, s'� S Fdtl 8" PVC Pi Horizontal Directional Drill 3 000 LF ?.�.�• 57 $'7 �7� �`" 6 F&I 12" PVC Ai b Horixontal Directionsl Drill 15 O�Q LF �i • Y $��,1 9 �� 7 F&I 4" PVC Pi b Cut 120 LF '. $� ,� � Cvo $ F&I 6" PVC Pi b n Cut 50 LF y(�.SL $ .— 9 �BEI 8" PVC Pi b O n Cut 120 LF i y - 33 $ •� 1 Q F&I 12" PVC Pi n Cut 250 LF . 5Z $, 11 FBti 4" Resilient Wed e Gate Valv� & Valve Box 3 EA '] 1� 5.� g Zi ,�.� l2 Fdtl b" Resilient Wed e Gate Valve dc Valve Box 2 CA �� $ 1 8(,0� �" 13 F&I S" Resilient Wcd � Gate Va�lve & Valve Box 4 EA I Z ' $$ gp .-- l4 FBcI 12" Resilient Wedg�e Gate Valve � Valve Box 15 EA Ziy(e � $ 3Z ��jU ,~ F'&14" Blaw-affAssembly, Reclaimed Water 15 S stem S EA i 304 � $ �� "'fbO �_ F&1 1" Short Side Service Assembly for 16 ��claimed Watcr S stem 15 EA �y y-� $��7 3� •— F&I 2" Short Side Service Assembly for 1 � Reclaimed Water 5 stem 15 �A �(�,a. - � � � Z � �� ' � 1i F&I 1" Long Side Service Assembly for Reclaimed � S EA $ Water S stem 2" Casin 7�i 7a ~ �1 `"1`� �' � 19 F&I 2" Long Side Service Assembly for Reclaimed Water S stem 4" Casin 1 a EA i�a� %' "$ Za3}5 ._ 20 FB�tI Combination Air Valve T I 5 EA Zj —$ Zie�,S. — 21 Fdtl Combinatian Air Valve T lI b �A Z j "$ j j — 22 Raot Prunin 200 i.F , 3a � j " — 23 Tree Barricades 1 LS - �o - � $ �ZUC� � 24 4" Sin le Metar Assembl 2 EA '�► — g �� — 2S 4" Parallel Meter Set 1 �A $ `$�� 26 F&I Irri tion 5 stern Connection 2 EA �i'is'p- � $ Q Sod Restoration as Directed by the Qwner or the �„� z7 p�„rner's Authorixed Pro' t R ntative 3� SY �� $ 2 3'7U � Concrete Driv�way Restoration as Directed by the �� 28 Owner or the Owr��'s Autharixed Project 200 SY ?jQ ` �(Q ��, J Re resentarive Concrete Sidevralk Re�stor�tion as Di�ted by the 29 Owrter or thc Owner's Authoriz�l Praject 100 5Y �J .�� $ z�g�j ;— Re ntative "��V (�) Page 14 of 1S 9l27/2010 � , � ' , ' ' � 1 ' B�d �� P�p Qty Usit Unit Price Amauat � Cancrete Curb Restoration as Directad by the 30 Qwner vr the Owner's AuChorized Pro ect 100 LF ZZ "� � — Re ntative � $ �Z"y � � �� Underdrain ResWration as Diroctad by th� Qwber �, or the �wner's Authorized Pro'�ct Re resentative � 00 LF Z� ,'L!p g�r,� �. Asphalt Paving Restoration as piu�cted by the 32 Owner or the Owner's Authorized Froj�t 200 SY �'j � 7 $��3� ,� Re resentativ� Compact DI Restrain�d ]oint �ittings as Directed 33 by the Qwner or the Owne�'s Autharixed Praject 6,U00 LB � �� $(� C��j� r Re esentative Unsuitable Material Excavation Below arade as �� 34 Directed by the Owner or the Uwne�'s Authorized SO CY $�7 a,� �,�7 � Fro��ct Re resentative Select Backfill Below Grade as D'uected by the �, 3$ Owner or the Owne�'s Authorizcd Prajcct 50 CY z�.�� $�� - 5 v Re esentative 3� Asphalt Overlay as Directed by the Ow�►er or the �a $ � Own�r's Authorixed Project Representative �� SY 1"� �'7 �[� ' SUBTOTAi ID ITEMS 1-36 $ 35(Z :�J�`+ 37 Owner's Contin cnc 10% � �S $ $� , 3 TOTAL PRQJECT COST (BID ITEMS 1-3 :�/ �ly� �ij � PROJECT: GREENL A EAST-WE T INTER UNNECT RECLAIMED W TER , PR JECT 10-003&UT � � 1 1 ' 1 � 1 ' CUNTRACTOR: BIDDER'S GRAND TOTAL $ I. (v f ,� 9 (Numbers) BYDDER'S GRA1V'D TUTAL THE BIDDER'S GRAND TOTAL ABpVE IS HIS TOTAL SID BASED ON HIS U1VI1' PRICFS AND I.,UMP SUM PRICES AND THE ES'TIMA'i'ED QIJ,�,NTITIF',$ REQUIRED FUR EACH SECTION. THIS FiGURE IS FUR INFORMATION ONLY AT THE 'I'IME OF OPENING BIDS. THE C1TY WTLL MAKE THE TA�ULATION FRQM THE UN[T PRICES AND LUMP SUM FI�CE SID. IF THERE IS AN ERRQR IN THE TOTAL By THE BIDDER, IT SHALL BE CF�I,NGED AS QNLY THE UNIT pRICF.S AND LUMp SUM PRiCE SHALL GOWERN. 5ectionV (3) Page 13 of 15 9/27�010 � STATE OF FLO , DBPARTl�NT o CO�BTRIICTrON ' • 1940 Zi�O�tTS TALLAHA38S8 , RIDA F SIISI�Sg A�TD P$OF$�i�IONAL R�GULATiON ��OBSSTRHRLTClN�iN� BO1�RD (850) 487-1395 FL 32399-Q783 � AND&SW, RALPS CF7AbiC�Y ITY 1�1DRS9� 3xTE �POR� LLC 8�8 1100DRTDC�iE CiR FORT MYSRS FL 33913 i 1 �ratu�a�ions! with this liaense you b�oome cne af the nsarly one mil�ian �ans Iticensed hY itte Depertrr�nt of Bus�ine�s and �+ra�fessidrt�l iiegulaiion. aur rm�Fes�+a,a� antl b�in�s� r�ge riom arcnib9ds �,rad,t brok�er�. rron, boxe� io l�rbeque restauranls, end they keap Florid�'s econamy strarig. 'EverY da�/ +are work to 'ur�prove 1he wey we da bu�te�s in orct�r W aerrre you be�r. For IrrFormaQian aboi,�t our �ervlaes. pte�e IpA an�o wwwv.t�llar�ida��se.can. 7Mere yau cro�n flr�d more iniarrr�tion about our divisions and 1!� regulatlans lhat De� e�ri!'s iunrb'�'ativb esto depardn�nt nAwste�lters and leam rnore abo�rt the �Our rr�9ibn at the Deparbner►t is: License EffK�'�tly� Fie9ulats F�rly. We _ Con8t8rtbY �trive � 8�B►ve y0u be11Br s4 th�yqu Can serv�e jtcNr a�tamer3. Thar►k you �pr dang busin�s5 in Florida. and �onpratul�ons on your r�ew lioen�e! 1 l_J L� - - •:s, ,, AC#.:�. `. , �;;. - '��:��.'� �"r� � ' '==c>'i r'r' ' �`? _ . _- - .:.,^it.;� �Y� �~� . ,.. . , �.A�' ,. �.....- ....FG'.;N?�.�'''.T7 �w •� y �' ,�� '� ��1y�4 .. � i � V A}.', �M �� DETACH HER� � i�,. a - _— � �I rti �: r •�, �sr _ -�. -'y!� �,,�: ,�Fi' _ -- *:'%'- �"' _ x: � � �•�. :` r4 `.!�)�• -;• � .. � `-'`e`''t.°,�, _, ,•''��,.::'h�:� [k'il}. . �s�' /� '�� ,k�� t . 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