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SID LICKTON PARK SITE CIVIL CONTRUCTION - 12-0024-PR-A� � , i � � � , � � � � � � � � � � 1 PARKS AND RECREATION DEPT. SID LICKTON PARK SITE CIVIL CONSTRUCTION PROJECT NO. 12-0024-PR-A TO BE OPENED THURSDAY, NOVEMBER 08, 2012 AT 1:30 P.M. EST OCTOBER, 2012 LL � ,o � ��� }��& � � � �a �r �. �a � u. .. ��#� �,a..�� U ' 1 ' �� ALTOC-1 ��P ID: JW AC�RD« DATE (MMIDD/YYYY) �,..� CERTIFICATE OF LIABILITY INSURANCE 12/2i'/2012 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDI?R. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE P'OLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTIhiOR12ED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must be endorsed. If SUBROGATION IS WAIVED, s��ubject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer riglhits to the certificate holder in lieu of such endorsemenNsl. 'PRODUCER Floridalnsurance Centerinc 414 N Alexander Street Plant City, FL 33563 Florida Insurance Center, Inc. ' INSURED Alto Construction Co., Inc. 8 Alto Concrete Recycling Inc., 4102 Causeway Blvd _' Tampa, FL 33619-5724 Phone: 813-754-3561 NAMEpy� .1udy Wa ner AAI AU AIS CPIW Fax: 813-764-8402 :",°Nu F�,.813-754-3561 F.",c_ N„�• 813-752•�8794 `""^" Jwa ne oridainsurancecenter.com ADDRESS: 8 INSURER(5) AFFORDING COVERAGE iNSUReR n: Westfield Insurance Company INSURER B : INSURER E : NAIC N ��Z COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLIC'�( PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WF•IICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE: TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. IN3R POLICY EFF POLICY EXP LTR TYPE OF INSURANCE POLICY NUMBER MM/DDM'YY MM DD LIMITS GENERAL LIABILITY EACH OCCURRENCE $ . i3OOO,OO A X COMMERCIAL GENERAL LIABILITY X X ���8�3 08/31/2012 08/31/2013 pREMISES Ea occurrence $ � 50,00 CLAIMS-MADE � OCCUR MED EXP (My one person) $ . i O,OO PERSONAL & ADV INJURY $ i3OOO,OO X XCU 8 Contractual GENERALAGGREGATE $ 2,���,0� GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS - COMP/OP AGG $ Y�OOO�OO POLICY X PRa �oc Emp Ben. $ 1,OOQ00 AUTOMOBILE LIABILITY MBIN D SINGLE LIMIT �,OOO,OO Ea accident A X ANYAUTO X X ���8�3 �8/$1/201Z 08/31/2013 BODILY INJURY (Per person) $ ALL OWNED SCHEDULED BODILY INJURY (Per accident) $ AUTOS AUTOS $ _ X HIREDAUTOS X �NOSWNED per�acEcdenOAMAGE X Hired Ph s PIP $ 10,00 X UMBRELLA LIAB X p�CUR EACH OCCURRENCE $ . S,OOO,OO /� EXCESS LIAB CLAIMS-MADE ���8�3 O8/31/2012 08131/2013 qGGREGATE $ 5,0��,�0 DED X RETENTION O $ WORKERS COMPENSATION WC STATU- TH- � AND EMPLOYERS' LIABILITY IT ER _ ANY PROPRIETOR/PARTNERIEXECUTIVE Y/ N E.L. EACH ACCIDENT $ OFFICERIMEMBER EXCLUDED? � N � A ' (Mandatory In NN) E.L. DISEASE - EA EMPLOYE $ If yes,describe under " DESCRIPTION OF OPERATIONS below E.L. DISEASE - POLICY LIMIT $ A Leased/Rental TRA6699873 08131/2012 08131/2013 Limit: 175,00 p Install Floater RA6699873 08131/2012 08/31/2013 Limit: 50,00 DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES (Attach ACORD 707, Addltional Remarks Schedule, H more space is required) . Project: Sid LiCktoa Pk - Site Civial CoastruCtioa 12-0024-PR-A Certificate holder is aame8 ae aa additioaal iasured with a waiver of aubroQatioa with raQards to the Qeneral aad auto liability covaraQe. CoveraQe is primary aad noa-coatributory to aay other iasurance. The Umbrella follows the form of the above Dolicies. CITYCLE City of Clearwater Engineering Office Rm #220 100 S. Myrtle Ave AUTHORIZED REPRESENTATIVE Clearwater, FL 33756 4� 4�- O 1988-2010 ACORD CORPORATION. All rights rE:served. The ACORD name and logo are registered marks of ACORD SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLEI:� BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIV'ERED IN ACCORDANCE WITH THE POLICY PROVISIONS. � ACORD 25 (2010/05) _ _ ' _ ' _ ' ' ' _ ' ._' -i — ' �' '' � � � � � � � COMMERCIAL GENERAL LIABILITY CG 20 33 07 04 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. ADDITIONAL INSURED - OWNERS, LESSEES OR CONTRACTORS - AUTOMATIC STATUS WHEN REQUIRED IN CONSTRUCTION AGREEMENT WITH YOU This endorsement modifies insurance provided under the following: TRA6699873 COMMERCIAL GENERAL LIABILITY COVERAGE PART A. Section II — Who Is An Insured is amended to include as an additional insured any person or organization for whom you are performing operations when you and such person or organization have agreed in writing in a contract or agreement that such person or organization be added as an additional insured on your policy. Such person or organization is an additional insured only with respect to liability for "bodily injury", "property damage" or "personal and advertising injury" caused, in whole or in part, by: 1. Your acts or omissions; or 2. The acts or omissions of those acting on your behalf; in the performance of your ongoing operations for the additional insured. A person's or organization's status as an additional insured under this endorsement ends when your operations for that additional insured are completed. B. With respect to the insurance afforded to these additional insureds, the following additional exclusions apply: This insurance does not apply to: 1. "Bodily injury", "property damage" or "personal and advertising injury" arising out of the rendering of, or the failure to render, any professional architectural, engineering or surveying services, including: a. The preparing, approving, or failing to prepare or approve, maps, shop drawings, opinions, reports, surveys, field orders, change orders or drawings and specifications; or b. Supervisory, inspection, architectural or engineering activities. 2. "Bodily injury" or "property damage" occurring after: a. All work, including materials, parts or equipment fumished in connection with such work, on the project (other than service, maintenance or repairs) to be performed by or on behalf of the additional insured(s) at the location of the covered operations has been completed; or b. That portion of "your work" out of which the injury or damage arises has been put to its intended use by any person or organization other than another contractor or subcontractor engaged in performing operations for a principal as a part of the same project. CG 20 33 07 04 ' � 1 POLICY NUMBER: COMMERCIAL GENERAL LIABILITY THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. WAIVER OF TRANSFER OF RIGHTS OF RECOVERY AGAINST OTHERS TO US This endorsement modifies insurance provided under the following: TRA6699873 ' COMMERCIAL GENERAL LIABILITY COVERAGE PART PRODUCTS/COMPLETED OPERATIONS LIABILITY COVERAGE PART SCHEDULE Name Of Person Or Organization: Any person or organization for whom you are required in a written contract or agreement to include a waiver of transfer of rights of recovery against others to us, provided the "bodily injury" or "property damage" occurs subsequent to the execution of the written agreement. Information required to complete this Schedule, if not shown above, will be shown in the Declarations. The following is added to Paragraph 8. Transfer Of Rights Of Recovery Against Others To Us of Section IV - Conditions: We waive any right of recovery we may have against the person or organization shown in the Schedule above because of payments we make for injury or damage arising out of your ongoing operations or "your work" done under a contract with that person or organization and included in the "products- completed operations hazard". This waiver applies only to the person or organization shown in the Schedule above. � Insurance services office, �nc., 2009 CG 24 04A 05 09 POLICY NUMBER: TRA6699873 COMMERCIAL GENERAL LIABILITY CG 25 03 03 97 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. DESIGNATED CONSTRUCTION PROJECT(S) GENERAL AGGREGATE LIMIT This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART SCHEDULE Construction Projects: All Projects (If no entry appears above, information required to complete this endorsement will be shown in the Declarations as applicable to this endorsement.) A. For all sums which the insured becomes legally obligated to pay as damages caused by "occurrences" under COVERAGE A(SECTION I), and for all medical expenses caused by accidents under COVERAGE C(SECTION I), which can be attributed only to ongoing operations at a single designated construction project shown in the Schedule above: 1. A separate Designated Construction Project General Aggregate Limit applies to each designated construction project, and that limit is equal to the amount of the General Aggregate Limit shown in the Declarations. 2. The Designated Construction Project General Aggregate Limit is the most we will pay for the sum of all damages under COVERAGE A, except damages because of "bodily injury" or "property damage" included in the "products-completed operations hazard", and for medical expenses under COVERAGE C regardless of the number of: a.lnsureds; b. Claims made or "suits" brought; or c. Perso�s or organizations making claims or bringing "suits". 3. Any payments made under COVERAGE A for damages or under COVERAGE C for medical expenses shall reduce the Designated Construction Project General Aggregate Limit for that designated construction project. Such payments shall not reduce the General Aggregate Limit shown in the Declarations nor shall they reduce any other Designated Construction Project General Aggregate Limit for any other designated construction project shown in the Schedule above. 4. The limits shown in the Declarations for Each OccuRence, Fire Damage and Medical Expense continue to apply. However, instead of being subject to the General Aggregate Limit shown in the Declarations, such limits will be subject to the applicable Designated Construction Project General Aggregate Limit. B. For all sums which the insured becomes legally obligated to pay as damages caused by "occurrences" under COVERAGE A(SECTION I), and for all medical expenses caused by accidents under COVERAGE C(SECTION I), which cannot be attributed only to ongoing operations at a single designated construction project shown in the Schedule above: 1. Any payments made under COVERAGE A for damages or under COVERAGE C for medical expenses shall reduce the amount available under the General Aggregate Limit or the Products-Completed Operations Aggregate Limit, whichever is applicable; and 2. Such payments shall not reduce any Designated Construction Project General Aggregate Limit. C. When coverage for liability arising out of the "products-completed operations hazard" is provided, any payments for damages because of "bodily injury" or "property damage" included in the "products-completed operations hazard" will reduce the Products-Completed Operations Aggregate Limit, and not reduce the General Aggregate Limit nor the Designated Construction Project General Aggregate Limit. D. If the applicable designated construction project has been abandoned, delayed, or abandoned and then restarted, or if the authorized contracting parties deviate from plans, blueprints, designs, specifications or timetables, the project will still be deemed to be the same construction project. E. The provisions of Limits Of Insurance (SECTION III ) not otherwise modified by this endorsement shall continue to apply as stipulated. CG 25 03 03 97 ' , COMMERCIAL GENERAL L{ABILI'1'Y TH1S ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLII`. ADDlTIONAL INSURED - OWNERS, LEcSSEES OR I CONTRACTORS - AUTOMATIC STAT`US WHEN REQUIRED IN CONSTRUCTlON AGREEMENT — 1 COMPLETED OPERATIONS This endorsement modifies insurance provided underthe following: TRA6699873 COMMEF2CIAL GENERAL LIABILITY COVERAGE PART A. Section II - Who Is An Ensured is amended to include as an additional insured any person or organization when you and such person or organization have agreed in writing in a contract or agreement that such person or organization be added as an additional in- sured on your policy. Such person or organ- ization is an additional insured only with respect to liability caused, in whole or in parE: by "your work" perto�rned forthat insured and included in the °products-completed oper- ations" hazard. The coverage afforded to the Additional In- sured is solely limited to liability specifically resulting from the conduct of the Named In- �. sured, which may be imputed to the Addi- tional Insured. B. This endorsement provides rto coverage to the Additional Insured for liabifity caused, in whole or in part, out of the claimed negligence of the Additional lnsured, other than which may be imputed to the Addi#ional Insured by virtue of the conduct of the Named Insured. C. With respect to #he insurance af%rded these additional insureds, the f�llowing additional exclusion applies: This insurance does not appfy to: 1. °Bodily iniury°, 'property damage° c:,r "personal ��nd advertising injury° cause�d, in whole or in part by the rendering c�f: or the failure to render, any profession,al architecturat, engineering, or surveying services, irtcluding: a. The preparing, approving, or failin�g to prepare or approve, maps, sho��p drawir.gs, opinions, reports, survey:s;, field orders, change orders, c�r drawirg and specifications; and b. Supen�isory, inspection, architec;- turat, or engineering activities. 2. Willfut misconduct of, or for defects in design furiished by, the additional iri- sured or it�� "employees°. As a condition �f coverage, #he additional iri- sured shall be c,bligated to tender the defens�E: and indemnity of every claim or suit to all other insurers ihat may provide coverage tr,� the additional insured, whether contingenit, excess or prim;ary. Includes Gopyrighted Material oi insurance Services Office, Inc., with its permission. CG 70 87 01 05 � � �� C' , ' , COMMERCIAL GENERAL UABILITY THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ R CAREFULLY. OTHER INSURANCE CONDITION AMENDED This endorsement mod�es insurance provided underthe following: TRA6699873 COMMEF2CIAL GENERAL LIABILITY COVERAGE PART When required by written contract with any addi- tional insured owner, lessee, or contractor to provide insurance on a primary and noncontrib- utory basis, Condition 4. of Section IY - Commer- cial Genera! Liabitity Conditions is deleted and replaced by ihe following: 4. Otl�er Insurance if other valid and collectible insurance is , avaitable for a loss we oover under Cover- ages A or B of this Coverage Part, our obii- gations are limited as follows: a. Primary Insurance This insurance is primary and norr oontrihutory except when b. below ap- plies. b. Excess Insurance This insurance is excess over any of the other insurance, whether primary, ex- cess, contingent, or on any other basis: (1) That is Fire, Extended Coverage, Builder's Risk, Instatlation Risk, or simiiar coverage for 'your work;" (� That is Fire insurance for premises rented to you or temporarily occu- pied by you with permission of the owner, or (3} ff the loss arises out of the mainte- nance or use of aircraft, "auTos," or watercraft to the extent not subject to Exclusion g. of Section I- Cover- age A. (4} If the loss is caused by the sole negligence of arry addit�onal insured. owner, lessee, or contractor. When this insurance is excess, we witl have no duty under Coverages A or B to defend 1he insured against any "suit" if any other insurer has a duty to defend the insured against that "suit." If no other insurer defends, we wili undertake to do so, but we will be en#itted to #he insured's rights against ali those other insurers. When this insurance is excess overother insurance, we wilt pay only our share of the amount of loss, if any, that exceeds the sum of: (1) The total amount that al! such other insurance would pay for the loss in the absence of this insurance; and (2j The total of all deductible and self- insured amounts under all thatother insurance. We will share the remaining loss, if any, with any othe� insurance that is not de- scribed in this Excess Insurance pro- vision and was r�t baught specifically to apply in excess of the limits of lnsurance sF�wn in the Declarations of this Cover- age Part. CG70551298 �I , � �, � PolicyNumber: oaso-a�oaa DateEntered: .23/201 ' '4� � CERTIFICATE OF LIABILITY INSURANCE DATE(MM/DDlYYYY) iaoia THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDI::R. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE F�OLICIES ' BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTMORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must be endorsed. If SUBROGATION IS WAIVED, snibject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certiflcate does not confer righlts to the certificate holder in Ileu of such endorsement s. , PRODUCER NAME: , WorkComp Partnere PHONE . (813)747-7490 ac no: (813)74'7-7495 7Oa T11�8I1 PZSCe E-MAIL " Plant City, FL 33566 ADDRESS: Iasuraace INSURED p�yto Construction Co., Iac. & Alto Coacrete Recycling Inc. 4102 Causeway Blvd. Tampa, FL 33619 COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICl' PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THI:, TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. ILTR TYPE OF INSURANCE A � POLICY NUMBER MMIDDY� M U� LIMIT$ GENERAL LIABILITY EACH OCCURRENCE $ COMMERCIAL GENERAL LIABILITY PREMISES Ea occurrence $ CLAIMS-MADE � OCCUR MED EXP (Any one perwn) $ PERSONAL&ADVINJURY $ GENERALAGGREGATE $ GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS - COMP/OP AGG $ POLICY PR� LOC $ AUTOMOBIIE LIABILITY COMBINED SINGLE LIMIT � Ea accident ANYAUTO BODILYINJURY(Perperson) $ ALL OWNED SCHEDULED BODILY INJURY Per accident $ AUTOS AUTOS � � NON-OWNED PROPERTY DAMAGE HIRED AUTOS A�70S Per xcident $ $ UMBRELLA LIAB pCCUR EACH OCCURRENCE $ EXCE33 LIAB CLAIMS-MADE AGGREGATE $ DED RETENTION $ $ WORKERS COMPENSATION � WC STATU- OTH- AND EMPLOYERS' LIABILITV Y I N - ANV PROPRIETORIPARTNERIEXECUTIVE E.L. EACH ACCIDENT $ 1 OOO �_OOO ]� OFFICER/MEMBEREXCLUDED? Q N�A DBjQ�j7�2a 10/23/]Ol7 10/13/]013 (Mandatory In NH) E.L. DISEASE - EA EMPLOYEE $ 1 O m OO Ifye5 describe under ' DESCRIPTIONOFOPERATIONSbelow E.L.DISEASE-POIICYLIMIT $ 1 OOO OOO DESCRIPTION OF OPERATIONS / LOCATIONS I VEHICLES (Athth ACORD 101, Additional Remarks Schedule, If more spaee is nquired) Project: Sid Lickton Park-3ite Civil Construction 12-0024-PR-A City of Cleaswatar BaQiaeariaQ Office, Roa� 220 100 8. i�rtle Ave. ;9_l:Ly � tiI_�y l [�7:1 SHOULD ANY OF TNE ABOVE DESCRIBED POLICIES BE CANCELLED 13EFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVEfiEO IN ACCORDANCE WITH THE POLICY PROVISIONS. C1eSZWatei� FL 33756 AUTHORIZED REPRESENTATIVE 1� Robin Sten er OO 1988-2010 ACORD CORPORATION. All rights ireserved. ACORD 25 (2010/05) The ACORD name and logo are registered marks of ACORD Producedusing Forms Boss Plus software.www.FortnsBoss.comlmpressivePublishing 800-208-1977 '` � � � � _� � ADDENDUM NO. 1 nA`I'ED: net�ber 3Q ZOl2 TO THE DRAWINGS AND PROJECT MANUAL FOR: CITY OF CLEARWATER– Parks & Recreation De�rt. SID LICTON PARK SITE CIViL CONSTRUCTION PROJEGT NO.12-0024-YR-A DATED: September, 2012 PR�PAi2]GU B�': I'ARICS rIND RECRE.4TiON DE�'.�R'FMEN'i' PLISIfQ r�RCHi't'ECTURF; 100 S. MYRTLE AV1E. �UO DREW STREET CLEARWATER, FLORID.�. 33755 C'LEAR�'ATER, FL 337s5 PHONE: 727-562-4856 PHONE: '72'1-Ab1-72UQ FAX: 727-562�-A825 FAX: 727-db1-0030 THIS ADllEI�DUM� NO. i IS 1SS�U[NC REVISED BIDDERS PRQPOSA�., SIGN IN SHEFT, PRF-I3ID ME�TING MINUTES, & QUESTItDNS ANll ANSWERS TO CLAFZIFY, BIDDER'S PROYOSAL T'(? YROSPEC7'1l�E C�IDDERS F'C?R SITE CIVIL CONS7RUCI'lON PROJECT NC). 00-0024-1'R-A OF THE CONTRACT 1l�QCUMEN'TS FOR TIFIIS WUF;K, THIS ADllENDUM CONSTITU'CES A PART OF T1=IE C�NTRACT �GICUMF.NTS. ACKNdWLEDGE RF.CEI:PT C�F THIS AI}DENI}UM OlY T}iE PROPOSAI, �'ORM. PART i PRO.TECT MANUAL � lee�n No. 1: Revised Bid�ier's Propc�se} – 3 pages — l. Contractor t� utilize ihese fornzs when subn�itting their bids 2. Remove 1n�e item 3 tem}�orary construction fcncc L7�aner cicctcd tcr instali %ncin� of sitc to sccurc thc propirty tc� peri��rm ■� demolitions of esistin� bu�ilding. � 3. Modi�ied ��ordin� of line item 9 of the original b�id praposal, remove grass and p�ace asphalt f7rst fine, added 60°ifl clear�� s�il/�0% c�mpo�t, cljangeii 98°io to 94�;o proci�r lar grass parking Itern No. 2: Sign i» Sheet 2 pages ltem No. 3: Pre bid Meeting Minutes 2 pages I. Geotech Engineer's report �n�ere provide at the pre bid meetin�. Ttem No. 4: Questians and Answers – 5 pages 1. Last day for questions is 4�riday, Nov. 2, 2t;I2, na other questions or ans�Wers �vill be accepted after the pasted time anci date. END OF ADdEiVDITM NO. 2 � ' ' , a ADDENDUM NO 1 BIDDER'S PROPOSAL P�RO,i�,CT: SI_D LIC'KTOP+I PARK — SITE CIVIL COt�FSTtiCT10Ii' PROJECT 1�i0. 12-042�-PR-A BASE ITEM UNIT TOT,��I.; NO. DESCRIP'I'It)N UNIT Q'I'Y F'1ttC�: PItIC:E 23ase Bad: Utsu�aoce, tal�ur, �yuiFnne�nt ��, building materials as rec���ired for cnmplete site ei�il uorks aceordinetl�e cont�det drata°ings and �pe�.i:lieations. T6e site eivil cai�tractor sl�all pruvide sitc tayout UI �JI site clvil cunstn�c�ic�n `As-I3uilr c<>ns�ructed cnnditions bt a[icensed surve��or to r,losc, aut SWFWt�1F} pem�it by� prc�vi�ing sicr�ect cealed suncy tu thc C)<v�tcrrEi�gineer Iar con�iructing che site works as show�� ou the cuncrae;t dacutrients and spe�,if7ca2ions. Itenas n�it lia-ted shall be iitcluded iri iLc euntracturs hid tt� luliili El�c cu��trnet clra«�in�s iE speeiiic�itions ai�ici riUi liinited tz� i2�e €i>I(ewing bid items: � 3. A(1 silt fencin�? installed acr.c�rc#ing: t�� mans:z#acf��res rec�mrnendattstns & sedi:mei�t }�airic rs as required accordin� to fCie c:nnta�act drawin;,; � �peFi�catians ��saintain ciuri�i� thc constructic�n period 2. Tree barricades acc�rding to c�rawin�s and specificati�ns K�naintaine�l L7urinQ th� ec�nstructic�n �eriott 3. Renloval of existin� �rees as shor��n oi� the consti�c��tion �irawings as removal i��cl�ding eQpts systerns an� dispased off site � �. Remove of existing asphalt paving (parkin� � driveways}; - remove concrete paving (slabs, sidewalks, curbs etc.._); remove � fencina & other rniscella�neou� site elements and disposed off site S. Consiruct con�plete �acro sewer drainage s_ystems: retentinn pands, s�vales, {Bal�ia socldind c�f retentit�n ponds sides, bottoms and S feet beyond top of bank �ao� part c�f base bid see aiternates}; concrete u��eir & aut�all structures, cnncrete man�3oles, concrete inlets, conerete miter end sections, clean outs, trench drains, unc3er drain system; a1f required stonn setiver piping systems, includc all cast iron: rims, n�anhoie covers; grate iniets, pipe fitti�igs far a c�rr�plete �perdtional stvrtn sewer system aecording w ti�e eontraet- drawings and specitications 6. Site grading of entire siie includcs: rough grading sitc; finc eradi�g site; fine �radi�g of swales; fnre �-ading ol'baseball fields in preparation for installation for clay baseball infieidsf�varning track materials; construct or modi "tyin� berms per drawings, tl�e En.gil�eer has dztermined approxin�ately 5,04� cu. yds. of additional soits �vill required to �ie imporced to the site, contraetor shal] verify and provide imported soil as necessary• pravid.ino: structurat f 11 benea#1� proposed restroom,�pre�s bo�coneession baildang, a13 concrete flan�or�: areas p1�as — mir�i�s nne inch ta the r�mpaz.ted subgrade for others �a perform their wark, baseball #ields, landscape planters and landsca}�e areas shall havc volume of 70" � tapsoil and 30°�o completely decompusecl con�post f7uxed or� �ite t� achieve a pH bet�r�een 6.0 - 7.0, samples of these soils shall be provided to the O�v�ier for testing and approval prior to impor[in.g to the site � `? =Ctit'�r11 u<?c. � i�i� l_ i � t)_� .3t) L. S. i L,. S. i I._ S_ 1 I... S. I L. S L. S. 1 AllDENDUM N(). 1 BILlDER'S PRt)PQSAL PROJECT: SID LICKTO�I PARK — SITE Cl:l'IL CC)NSTiJCTION PRO,IECT NO. 12-0024-PR-.A BASE ITEM UiVIT Tt}T?�L Pd0 DESCRIi'T'ItJN UN1T C>TY. YlZ1C'�; YKIC:� 7. Installatiqn and transpart of clay and u��rning uack inaterials collected fre,m Uwmer's i�lursery� tacilitv across Saturn Ave. and installed on ta baseball fields c3ay� infield, bullpens and wanain� track areas to t}�e minimum fleptl2s required and cc�np�ctec3 as sp�cified and sho���n ar� tile c�ntract �rativings L. S. I __ �. f'aved pari�ing, d�•ive aisles, and asphaIt parking areas with 9 inch compacted stabilization of subgrade to 98 percent pr�ctc�r, instal) crushed concrete base minimum 6 inches thick compactec3 and fine graded in preparatiot� of asphalt surfacin� by c�the�; grass par�Cin:� compacted 6d °% clean soiL!4Q°%o caznpost fronz s�ibgrade to 95°�0 pi•octor to iinish �racle of �rass parking fc�r- i�stallatic�r� c�f F3a%ia soddii3; by others 9. Instat�lation of domestic water system DI7VG �: BFPD i�lcluding fap into existin� water artain by Citu Public Uti�ities I�ept, Site Givil C'c�ntr�ctor shal( install ?.. inch w�ter main including ali necessary items; Fire water DDVC& BFPT.� inc]udi��g tap inlo e;:isting lvater main by City Public Utilities Dept., Site Civil Contractor shall install, fire lzyctrant, galvanized �r�ekal boltarels painteci yellow gate v�lves, piping, Fire bept Connection (in Iandscape island}, and Stor� Fire Uept. Connectic�n At ehe proposed buildi���, all piping and fattings as necessary in praviding a complete fm�ctional domestic and f�re water system according to the drawin�,s and specifications 10. 5ub toia4 of line iteins i through 9 1 i. IU°lo Contin�ene�y af line l0 L. T�tal af liue items 1 thoubti 9 and 11 (IO°% conti���ency) � L. S. �'VR1T"I'EN T�TAL AMOONT INCLU�DES I.INE iTE1t�S l-� and t1 {l0% C�NTING�N�CY*) � ------- � � � r � � C0�4iPANl�"S 1tiAt�1G: "Ll�' C()t}E: PI�IiYTF.FD :'>A:eIF. SiG�Ell: 7`EL�:PH€}NE: "i'CTLE: ADDfiCSS: � E N7�'�IL: llf1�I�E: � $ � 10°!o contingency shall be utilized on)y upon written request by the contractor fflr additional sc�pe of work not included in thf: bill of quantities to the O�vner, written approval by the O���er f�r the additional scope of wark in c�te utilization of the l Q°lo conti.ng�;t�cy, any fiinds nat utilized shall be returned to the o��ner upon close aut ofthe pwchase order short. THE BFllllER`S TO'CAL A�f7VE IS HlS TC}'F�.L B[D B3SED ON H[S UN�tT PRICE� ANI? L�DIV�IP SU�i41 PRICES At+iD T�IE ESTih1ATED QUANTITIES REQLSIRED. 7'2Ii5 FiGL�RE 1S 1F0'R INFE7RMAT10iY OiVLY AT THE TT1Y7E t1F' OPENiNG B1ZlS. TEiE CIT4' 4VILL lt4Alf� TIIG TA23ULATiON FRO�'i T�IE UNIT PRICES AND I.U14SP SE7M PRiCE B[D. IF THE1ftE IS ,�iN ERRfIR; [N T�IE TOT.�L B4' THE BI:DDER, IT SII.�LL I#E C�N1,iNGEI9 AS C�IvL4' THE 1JNI'1' P12ICES ii�D Ll�R�TP S1I17 PRICE SHr�LL Gi3V7EF314, `t"FiE Oi't'NEit RE$ERVES THE RIGI-IT Tt) SELF{:`T A�v�' iTFA4S ANE} t`3R I2F..lF�CT �.i,L BII�S� 'i'HF.'if}7'AI. C'RiCF. �i-Tt0i;1, RE; �3ASE� t�N i'I'Et�fS SELECTED f;i' Tti� 4)�'a'?VF.R ��"i'HIS PR{i,l�CT. `'«'i;�t.Cil�Y.i�i,:. .4'� �.�s.yi ](1 `).Lt�l"_). , . ' , ' i ADDENDLJM NO. 1 BIDDER'S PFtOPt3S�L PRO.TECT: SID LICKTON PARK - SITE GIVIL CONSTUC'1"1(JN PRO.TEC1' NO. 12-002�#-PR-A ALTERNATE FTEiYi �UNIT TC3TAL Nt). D�SCRIPTION UNIT �TY PRICE i'RIC;E iilternate Items - Site Civil Contr�ict��r tu provide insw�anct, ]abor, cquiptnctit and matcrials for thc Scopc of W'ork rcquirc� in perfonnin� constnict alternate items for Sid Licktoa� Sita Gzvi1 Cnz�struction 1. installatio� of Geo 333QCk �'oro�s Pa�ement Syst�m accarding tu �the t�rauint�s �ncl specificatio��s L. 5. 1 ,. Instead caf'riatilin� remoued tree and dis�ase ot� s�te �ravid.e druna c}B�pper ' <3nri chi}� tx•ee debris far 3anclscape mulela, coal#ractor shall st�ck pile chipped tnulch at a convenient location �n siTe and turn cl�ip �eriodicall�r (tw�ice � Tnonth) to cure fc�r (anc3scape muteh, shee�ding of trees for mulch is not _� acceptable landscape mulch materi�l L. S. l �. Instead �f i�atElin� ciearing �i �-ubbiz�g at existinn �rrass h-om site, stacl� pile grass to decompose for con��ost, contractnr shall stock pile �•ub�ed _� grass at a conveniei�t to�ati�n o3� site a�ad turn �rass pile pe�iac�ically {t�vice a niontt�;) to allow to ciecc�mpose fc�r comp�st and nzixing in witl� topsoil for _ �ass baseba)] fielcl and landscapin� fi11 soil inix verses bring in compast L. S. l rldd/Beeluct 4. BaP�ia sad�iine of retent�on po��cis sides, b�ttams & 5#eet beyo�id tap of bank 3. Sub-totalofl'u7es1-�t 6. 1 t?�:o ContitFeencv uf ]ine S Sy. Ft. $3,Q00 $ $ 7. 1'otal af lin� 1, ?, 3, 4, ptus lit�e b- 1�°,�o conting�ncy $ �'KiTTEN TOTAL, ,�I�ICJUNI 1CYCLUI)ES LiN� ITElV15 I, 2, 3, �#, a►td b(x0% CG�1`l'i�TYUEI`;CY*) E-OhiPA�iY'S NAR�iE: r1}�llRf�SS: CITY: Z]P C4DE: T�i.EPHOtvE: FA1: E h9A1L: PRt�lTED NAitE: SiG`rED: 7iT1.F: DATE: ] 0°%a cantin�ency shail 6e utilized only upon ��rritten requ�si by the contractc�r for adctitional scope of �.vork nat �ncluded in the; bill of q��ar�tiT�es to Che Owner, u�ritten apprc�va) by� ihe C}wner for ihe ac3c�itionat scope c�f �vork in the utilizatit�n nf ths 16°ip cc»jt�nee�nc��, aT�y funcl� rint iitili�ed shal} he ret2�rned ta the c����ner upon cic�se c�tit of �he purchase arder shori. TNE BIDDER'S T£?TAL A:BC?VE !S H15 TOTAL Bill BASED OItiT HIS UNIT P�tICES AND LUIVTP S[JM PR7CES AT� D TI-IE ESTiN1ATEi? QlJA1V'TITIES REQUIRED. THIS FIGURE IS FC)R IN�ORMATtON �NLY AT THE TI1V[]E OF f)Y'ENiIYG BIDS. THE GITY WILL MAI� TNE TABULATi4N FR�IY[ THE Illwi'I' PRJCES AIYD LUMP SUN[ �'RIGE �t1D. tF THERE IS AN ERR�R iN THE TQTAL BY THE BIDDER, IT SHALL 1BlE CHANGED AS OI�ILY THE UNIT YRICL;S AND LUMP STJM PRIC� SHALL GOV�RN. THE flWNER RESERVE� THE RICNT TO SELE+�'I A.NY ITEMS A1VD OR K�,1�C'1' ALL 131DS. THE Tt7TA�. PRICE SHALI.. BE BASEI} ON ITEMS SEl.ECI'ED BY THE O�VNER �f�' THIS PRC}JECT. ��:...;OY'�F ��'st>r:� `}1�� ��; (}�` i(? �tTi��{}i�? �r � �i �i !i � � 'i 'i � i ' � � ' ` i ' � r � � � � CIiY Ol= CLEARWATER PRE-81D MEETING SIGCV fN SHEEi PARKS & RECREATION DEPARTMENT RROJECT: (12-002m-PR-A� 50D LICKTE?N PARK — SITE CONSTRUC710N DATE: MONDAY, OCTOBER 29, 2(}12 TIME: 2:3d — 3:00 PM i.dCAT1�JN: FRANK CONYERS PARK CaNFERENCE Rt30M, 714 N. SATURfU AVE., CLEARWATER, FL 33755 Gearwa#er Representative and/or Consultant ( Representative's Name i. LERQY CH1N �_ � 2. � a[�i"�,` �a �```°� ��`�t�" .�.:..-_- �.��� � � � '�.�,,���' � ..�-:�; ` - , 5. �,. � �. s � �.� �""�= � -,, %��:. �/y�... . :�u &'�--- 6. ° ' �� , �y.� ;��.�=��F��; 7. i�. � � ��'� ti �w �, CITY OF CIEARWATER PARKS & REC, C}EPT. t @.�'=�it ��o � { � � . <3 . �� � .� ����� ���� �� �-�t°�� � � �''�t _. pti �;�°Z' � � #•s ,� ',d ,��, �. `tt� � �;,� p ( iSh � �, �,3 ..,i x^..—. t _�i,,,,,,, Q• � �,S �.", t.� e,� ,�lr�i� i`�,� �a t" ... � t..- , � ,i''_ �'w�-�°�-�; �° ���;". 9. � '' � � { ♦ �4 �`���.�- �,,., , _. � �""~- �" �� a t�_, i ..�, C... < �.;:r ��_..; �� �_� , ; � t � a . .. . � t z°�' , ' �^ � �: > � °�`� e��'""�3�-� �,-.,�:, f�u' ��,. Print Phone No., EmaiO Address, Fax: PHONE: 727-224-7141 ����� Email: Leroy<Chin@myclearwater.cam Fax: 727-562-4825 .. �� � � ��,�, Time of Sign-In 1:30 pm PHONE , , -- , Err�arl.��� ° �..� � r �' _ , ._ � ��� a�: �� � . �-<,,�. , .�:� � _ Fax: �'�' f�"���, . ���_ _ - PH�NE: '� '�-r"} - �t "gy i �� �s `�� +� �ats . � G R Email: �,.� ��i�o Cc�v°. S�'�C�,°- ,ac.'"r �c�.'�. T �ax: �a,� � �� � -��� `� � P�orv�: ��j , ��� a ,�yg� �ma'�: �� � � ���� . � r°�. Fax: � �.�' . � . s3Q � PhIt�NE: ��s�.. ��,f � _c>����:; Emal3: `�t �;:°r�� � �-0�,�: �..:�� �i� �>..1�,�';t����� �=�" Fax: "� °� °� m �� �'� - ��* �;. ��,. PHONE ,,. . Enna�l `.�';�', _ `�.�,,,.: Fax. .. �.�. �� � ,� < ���-.�., � ,� PHONE: .� ,' �. � � �X,. ��:��; ° Ematl r���� x �'� i� � ;�. � �7�� �; , , °�� c'"'�r�. �'.����°2 � Fax: � i A�' � °°�, � "�` � � � P'HONE: _ . � �:5�:'� ,� . d, °a. ; , ,, � EmaEi. �;.��- � �°� E E-�. � �-���� < t : � �;s.z ��,�K,? � t t � . � :�: , � ' . Fa�c: " PF!ON�: a � _ , . . � � �, � Email� �ax: � � <.. �,'"q� � '' _�, , a r :.� ,Mr`� µ--, , b ; ,� � �,� �� } "''--- :.�'�'��.�---4,�,."� r�.s���-(.��.�`�` -..'°,.,.�^,��1�✓'���',�.�,,,,,%_�„� .``''... . �a'� � �u}v��`� i �■ir���r���►�'ii��� � �' i� �'r� ���..�. � CiTY OF CLEARW�TER PRE-BID MEETING SiGN tN SHEET PARKS & RECREATIQN DEPAaTMENT PROJECT: (Ti-OQ2d-PR-A) 5!D LICKTOIV PARK— SITE CONSTRUCTIUN dATEc MONDAY, OCTOB�R 29, 2012 TIME; 1:3Q —�.00 PM L�CATit7N: FRAtVK CONYER5 PARK CONFERENCE ROOM, 714 N. SATURN AVE., CLEARWATER, FL 33755 __�_ __� ; Clearwater Representative and/or Representative's Name Print Time af Cansuftant Phone Na., Emaii Address, Fax: Sign-In � _. �_.._._— PNONE: `� °�,`� � � a.�°� �� � � f��� �`� ��,� �mas�. ���"°���� ���}�� .,�_�...�,. � 1 J � �'°" Fax: � c" __._.._ _ ._ _ _......._._. __...._ _ � PNONE: � . � `� � � - ., r�-: • .< ,. ;M r i Emaii. ,-; . ; . , .. , _ . .. � 5.. . �"� . _ �°+".�{t ` i i /E {�1'r �° � �`� yy' ��r < f ii I f * .� - .v4..�. � ��� _.�._ � ' i T��'�� � �AA• ... �y'r� r./ .. Y� {'�'i T(7olYG. � ..!'� .. � �G+. L �JBr / d f � � � �'� � (. Emaii: *-�-'� �, -� � ��..,_ ��� �'� , �°`°"� � �����-`� ���" � .� °i` j FBx: ��`,� �.�-`r°�t� �`. �,���`°���°�° � � �V z�,�-. ..�°�'''� t,- �. P io�vE . - f - � '�� � �' � EPnaol � , ��. �: � � 13. ,„.,.� r i� � � ° � ..w � -J ��� ,��` € � FOX: , ... . , �r PHONE m � _.._____ _ , r" _ ` `��� `., i_`" `� � � �,° e �; Emarl r , �^r � c.,"•e � _,, �� 's - �';a, � ��� ��c� ��n�...�:: �'� .��. .�:�;' . 14. .�. ���� � � ��°�"f ` �;>���.��r �...� ��-�u�"-,_ "�. 3, �� _. F�x: � �'� ; t �. � p,� �,� -� PHONE: Email: 150 �ax: PHONEd �~ Emaif: ��� Fax: PHdIVEa Emaii: 17. Fax. PHONE; Ernail: 1 ��. Fax: ' � MAl�'DAT4RY PRE-BID CO]\FERENCE MEETING h1INUTES SID LICKTON NA12K - PRt?JECT NQ. 12-OU2�-PR-A SITE CIVIL CONSTI2UCTION i7atetTime: Monday, October 29, 2012 (2; 1:3f� p.m, l�ieeting Locatio��: Sid I_,ickton Park — Frar�k Conyers Conf. Rr3� 714 N. Satt�rn t'�ve_ Cieanuat�r. �'Ic>rida Contacts: Citr� of Clearw°ater Froject Mana�er: Lerc�y C.:hin, ()fitjce: 727-�62-4856, C'ell: 727-ZZ�-7IQ1. E-ma�iL I,er«ti.cl�in(ii>n�vc}ean��ate�r.carn � C€�ns�rlta�ts: Deuel �, Assaciates Cansultin� F.,n�ineers —13riar� Barker, P. E. �ibn-in �I�ee#s —"1 l�is is a rna��datory n��etin�. P�ease e��m�6ete tt�e sig��-in slieet legibi}- at�a� cc�m}�let�ly. t�o��ies of t11e Pre�bid Cot�ference si�n-in sheeT will he cc�pied a��d provided with addel�di�in no. 2_ �. SdCOi"E O�' t�Vt)RKo I3ri�f Scope of'�'dark: {de#aileci scope ofwork see technical s}teeifications and 7t3denciums} l. Scope of i�ork for which propc�sals c�nsists for the Site C:ivil CoFitractor tfl provide insi3rar�ce, lahor, equiprnenfi; and maierials foE• site cibii cai3struetio�� c�� �i for ne�v parki��g Ic�t; st�rm se�ver retention systein, �nd baseball fEelcls i�lcludes but nat limited to: sha]( install siIt fencing; tem�oran- 6-foot hi�h chain lii�k constructian fe��cin�; ta•ee bar��icades; removal af existing trees; demcslitiUi� of existing side«alks, asplialt parki�lg lotis anc� asphalt c3ri�ew�+ays refnoval of exisfiing fenci��g or any otlier it��r�s nat to b� re�ised by the �wner; cor�struct all �mdetg�round utiliTie:s to rvi�hir� 5 feet of restroo►n/press boa/ ec���cession buildirag roof canopy I�ne:. construct th� camplete storin s�:��er systems inclt�di��g all stonns se���er structures, pipin�;, retentic�n pands, rough and fine gtadis�g and installatic��n of I3a11i� sc�ddin�; re�ention ponds; i��stall the us�der draii� system ia� the landsc�pe planters, sic�rn� sGLVer pipin�= tat� roofing �utter dow�� spouts, and tr�erich c�rain svstems around the basei�all back stops; install damestic water anal ftr� sprink(er �vate�� to the �roposed bt�ilcling; clear a��d ��1ib the site of a(I grass cov�r and store o� site fc�r con�pt�sti��b; composted soil shall be utilized in mixing �•ith clean topsoil for landscape areas inclt�di��g the baseball tield gra��ing consfiruction; grade the site according to ihe consiruction drawings in prn�,ridin�; the retenTion �nds, tina� grac_3<:,s of the baseball feids, cnnstruct suh-g►•ades of asphaiF parkin� areas and driveways, grass pas•king areas, con�:rete flat�v�rk areas; (�wner has stripped tlae clay and putverized crushed shell ��arning track materials fram the exi ,tin� ball felds and has stored at the Ciri�'s Nurse7�r Faciiity foe the Site Civi1 Contractor to collect and recanstruct. the �aseball cIay infields and �uarnin�; track areas, fiaal gradir�g in preparatio�l of sod installations of ball fields and ather site areas according to the dra�r�ings and specificatians. The Owner has elected to provide direct purchase orders for building materiats to the Sit� Civil Contractor's materi�l vendors in having state sales tax savi►z�� for tl�is pr�ject. The t)�v�ier wil! pravide purchase orders to the various material vcndors for thc Sitc C:ivil Contractor providing building m�tcrials and othcr n3isccllancaus materials to construct the site r,ivil canstr�ic#io�� works for ti�is praject. T'he successful bidder shali, at the preconstruction meeting, provide, his vendors providing the buildin�; materials for the project. T1�e successful bidder sl�all be i��uladed itt Llie mate;rial vendor's ihe bill of qua��tities and dollar alnount ��I�ich st�all i��elude all ap�lical�le state sales for maEerials rer�uij�;d for tl�is pcoject, Tl» t�ti,��uer will c3evelup pwrchase c�rders for ihe Site Civil Contraetor's material ve�iciors for �t33e t����ildin� �iiateri�ts less the state sales t�. D�iscrepancies between the drawi���s a.nd tl�e sca�fe t�f work must l�e brought to tl�e attention of tl�e C�rtirner/ArchitecL'Engineer prior ta the biddin� date. If discrepancies �rou�ht up afte�• tl�e bidd�in� date the rnost s�tringent discrepanc�y shall be utili�ed for ca�nstnic:zial� and installatian af the �r�jeet; nc� adcfitional funds will L�e prc�videc� by the Owner. Z. SCHEDi.iLE The City wili i�tilize the following prelimiFlary tirnetable with the goal af selec�ioi�. This schedute ma;�� be cha»ged snleiy at the City's discretion. Wetlnesday, �7cfolber 1.1�; 2412 — Bid Advertisement NIonday; t?ctober 15,,2U12 — I'rospective Bidder �r�ay Qbtain Bid Package l�oa�clay:�3ctbber-29; 2Q�Z 1;3{! -3tUQ FM EST — Mandaton� P�•e-bid Co��ference — Frank Conyers Pa3•lc Conf. Rm_ 714 N. Sat«rn Ave., Clearwater, FL Fri�tay, Nov�mber p2, 2€112, i�::�€i (i�Ioon)-EST — Last day fcjr r�i�estin��s E�y the prc�:�pecti��e bidders an�c3 1 ' MANDATORY PRE-BID CONFERENCE MFFTZNG MINtiTES 4ID LICKT(JN PARK - PR�JECT NO. 12-OO,�I-PR-A SiTE CIViL CONSTI2UCTION � �nswers. Ans��ers to all questions receivcd wi)1 be posted on the City�s ����bsite on this date. Th�rsday,' 1:30 PM EST, Novemb�r 08, 24I2 — Bid Dae Date and Bicl Openings, 3r`' Floor, Purchasing Of�ice, Munici�ai Services 13uiicling, lllil �outh 1�lyrtle Ave., Cleare�°ater, i�'L 33i5fi ' �t)IiTTI2dCT PERIQD: 184 CONSECUTI�'E C.4LEND.�R DAYS 3. Pre-Quali#rcatian Contractor's yualificatians: sealed prc�posals ��iil c�r�}y t��e acceptec� frorn those Co�itractc�rs ihat are cz�n•�;�ntl}� _� �it�� pre-quali�°ted Contractors, o�c has previousl� corlt�-acted ��rith Parks ar�d R�ca•eatioF� DepartmeF�� and t�as a E�li��im�.rn� of� 5 year� experiei��ce in the construction cate��i-�- Uf R���clwav c4r, Parking L�t� Coi��truction tivith � -" �ninij��u�n preq�talifi�aTic�s1 a:tr�aus�t �t �3Q0.{�Ot}.00 � �`o�ltractors wazlting to pr� yualify to bid cl�e pr«jeet m�ist do so by iill ot�t attauh���e��t i�� the bici doc.uit�et�ts i�� the tech�ical s}�ecifica�iol�s referenein� of five (5} refere�5ces tivith prc�ject r�ames, valu� of prc�jects, corstact — persc�n, address, phc�ne number, fax nziinber, and e-mail address submittzd along with bid proposai or; bid ope��ing date. 4. N3id Praposal Forrns - Ft�ust be c,ompletc;. Al1 quantities ani! costs must be filled ira. Please re- check �:c�i�r _ fig�fres_ ' � �. Pro�osa� Ban�E — t 0°io bid bonc3 required. 6. Questions .4z Answ•ers; The Owner/ArchitectlEn�ineer �i31 acce�t questio��s ii� ��>�-iti�tg u��til �Yacl_ay, Nc►vember 2, 2012, 12:00 (1'�r�vr►} �asterra Ti��►e axid �ia �ilicr ��estio�rs avill be a�:se�tecl ur ��asw�erec� dliier —� tliis ii�Yie. Quesli�a� inay be 5enf tu leruv,cE�inr.i�;�rie�cl���rrv,�ter.c�am please ieidicate project n� and projiect naine eviti� the question. +Questions avd responses dvilt be �osted on line wvwrzv.m��clea�v�ter.com on -- November 2, 2012 b�� 5:00 I'M. � 6_ I3ids due d�tes: Thursday, 1:30 PM EST', i�T4vember Q8, 20I2 aF��a�°d daie tta ibe tletern�ineti. 7. �ontractor awarded the project will �e issued � purchase order and notifiect by �hone call. The C}wi�er elec:t to direct provicle purchase buitding �naterials for contractor to proti�ide ta.� saving of to the �-srojcet. $. Pre-construction Meeting to be determine, contractc�r a�varded contact will be nc�tiiieci. 9. Scl�edule & Seqt�ence of GVork: �vill be determine+� hy the Oti�ner. i 2. Fros}�ective $idders Questians Owner RespansQS to Biddin� Pac�:a�es 13. Adjourn Meeting � Sid Lick�on 1'ark —1�1and�tary 1'rc-Bid i��eeting Questions c:c Ans��ei-s NTonda�-, Uctober 20, 2012 All c�ikesti�ns ancl ans��ers are pi-ovided to all cont►�actors because even tl�ough the questions and answ�ers w� addressed l�y� projects tl�e question are interrel�ted and sc�mc, questions a�pl�- to all the praiects. 7"he cuntractors are respor�;sib3e to revie�� all qi�estion� and a�iswers as tho�i�h it applies to his scope of wor}c. It is als« Itoted the seope of work rea=.i at the pre-eanstruction meetin�7 is a l�rief des�;ripiit�l� �tnd the ce�ntractczr sl�a(l read tl�e cletailed sco}�e t�f work and is includzd in tl�is bici prop�sal. Last day of qY�estions is Friday, Novernt�er 2, 2�12 at 1�:OU Noon no other quesiioa�s ���ill be accepted or ansu�er�ed flf the posted time. �. STTE CIVi]L CONSTRUCTION 12-t�024-PR-A l. VUho po�ts the cancrete around the tr�enciy �rate? A7�s��er: `T�e Ccsrycre�Te Flatwork Contractor Bic] Itic:, t}1-L� 2. ���o dves the constructio�n fencing/li�ht p�les? ians���e�-: This work is under separate contrac�� fi�r �-emoval and re�l�cing ehe existin� fcnci�ig of il�e ball fi�lds(baci:st�ps and relc�cating them tc� the neu 1�catior�. �Ne hai�e hids this ite7n and ��raitii�g f��r awardling the c�»itr-aet ��isting. li�;ht �o1es and relocati��r� is urader Site Electrical/�port Field I,ightil�g Sy�en�s 77_.-t�024-PR-C 3. ��ho is responsiblc fc>r Sur��ey Lay�uc? .4i�s�,��er: The City is responsibie fc�r 2he site l�vot�# and sibrve� wrrr�: for Sf}°�� t�f t%e la�ic�u� c��#� �ro�sasec� s�,eci�t:° it�ms: a. Baseball/ba�ckstop and fencing l�cations b. �aul pales c. �ll concr�t� #7atwoR-k incti�din� vertical ca��-l�s c�f par3:in� t�erea d. Rest�•�omlpress b�z�Jcc�ncession buildi»g Ic�e�ti�n c. Trasll dumpstcr cizclosur�: f. Du�o�rt locaTic��} Tt shall be nc�ted t17e O�r�i�e�- will �ro�-icie a �netin3e �takec�ut af the ab��vc itenxs any� additional sta[�eo��t �f tFie sarne itenas fl�e co4t �viil l�e i�y tl�e contractor reque�ting� �il�e additi��iial stak��t�t_ ���e site cc�r�tractc�r wilt be requir�c� �c� pr���ide }�is c�w�n stakin� ata�i Id�c�ut of Pais ���c?rk. Tt�e �ite C�?niraclor will be reqi�ired ta ittstalls the silt fencing, temporary coa�sC��uctian chain link fei�cii�g and remotiral of existing fe��cinb. 4. May `ve eontract with the same surveti�or the City is usin�? Answer_ Yes the a►�ti of the cantractors rnay contract �.vitt� the siirve_y� the �eity is using. Deuel � Associates Yhonz numbej•: 727-8�2-415 l S. May the sit�e contractor qnote for the other wt►r1: of the prnject? Answ�er: Yes the contracta�• may bid any the items out for bid. G. Vr'i11 #he Otivner accept the aggregate of #lie total of the items bideci to determine low t�iclde,r? Ansever: No tl�e Ocvner t�•ill not add multi�ie item t�i�ether tc� determine lo�v bidder. 7. Whose job is it to de��elop the As-bui3t drawings? Answe��: Each o,f the separate contractor u�i11 be req�ired to perfarin their awi� as-l�uilt and si�h�nittec! to thz Owner's Engineer of Reco�-�l to close out the pP•oje�t ��ith SWF1�'MI�/ 8. �AJiii the site cont�•actar be responsibie for the wheel stops an grass grac3�:f Ans��ei•: Tl�e bid cloci�ments stafl�v thz site c�ntractor is t�� pro��ide �.ost f'ar brin� th� sud� �rade u� af t3,�° grass parkin� are� ���l�ere Bahia� sQd can 1�e �aid, tllis is the l�ase hid tl�is ai�clu�ies sub �rade stabilization af t�h� asphalt surface and grass parking areas and #illing wit}� #}�e apprapriate base materials ior asphalt {crush cc�r�cretf:} grass parking (fill soil & co�7�past CO/'�0 mix). The �ltemate items request for installation Geo Block Poraus P��vei�znt Systeln as speci�ed. These t��vo tiine and be found in the Bidders proposal. 9. Whn in�talls the wheei sto�s? Answer� The Cnncrete Flai�vork C�ntract�nr (Rid 1�0, �l-1 �) will instal[ w}�ee} sta�s. �. � ' ' Sid :Lickton Park — Mandat��r°y Pre-I3id Nleetinn Questions & Ansrvers 1�4andav, October 20, 2012 1 Q. Are the wheel stops on top of grade?' Ati�wer: The site contractor s'hall provide �tlle �-ades as �-equired per t13e coiitract dra�ving�. lf ti�e t}wner �elects ta have the ribboa� �,irrt�s for #he wheel �tops t� be installed the «-i11 be on Yop af the rih�on cu�-�. I1. Will the City have some one fuli tirne on site to handte disputes? .Answer: Tl�e Otiva�er �rill have a sifie t�ffice at the sit�e tU resolve all is,ues. 4�'e feel ihe draw�ii��� a��d the ���o�e of work clea��ly identifies responsibility beriveen various contracte�r�s and as staied i�� tl�e sco�pe af �vor}�: of tl�e te�;hnical specificatior�s tl�e follo���n�;: _� 5. T'he �it� Civii Confraetar of tt�is �rojcct shall coorcJinatc i� ��c�rk ri ith otl�cr 0���1�r's cc�r�tr�ctars g�e�-�oi-�Yri��g �tller ���ork c�n site. Co��t�icts si�all be braugl�t to the at�entio�s tc� flie C?�� raer a�1d ti�ill resoive anv cont"l�cti�a� i�su�:s. _ ti_ it is n�tec3 ti�e �it� Cit�il Co��x��actar shall �ie €�c��uiz-eci tc� �,v�li3ia�atc ��iti� �I}� C�«°z��r's Cc�f�c�et� F[at����o��k �. � r�s}�halt CorYtrae:ta�- i�� coor�inafio�� uf the sti�b-�rades for concrete tlatw�����k a��cl aspl�alt s�i�-f�ci��g. 12. Is there a wa�� to bid asphalt contingent on receivin� bid ati�rard for Site Ci��il iC€�nstruc�ic�u? At�s���er: Iti�o 13. How does the ciirect purchase order sssteni w�rk? flnsr��er: Each of the pril��e contractors �vt�o are awarcie�i #he cc?ntract f�r the �vork t� be pe.rf.'orr�ed at tl�ie Sid Li�kton Park project s}�al� hati�c inclt�cl�a� al1 a�plica(�tL state sales tax f��� ali materi�is tc� he utilazec� foa� t.his p�'oject. '�+;.t the pY'e canstructinn �»eetin� wit}a the OwE7er & Cons�iitar�#� the c�nfrac.tor shall he �rec��rirec� �o �prnvide tl�e list c�f ��end�rs u-hom thev will be p�irchasiilt� maTerials from. a. r'�n iten�ized list of materials cast �,-ith alJ a�plica�le state sales tax i��clu€�ed. b. Upan apprc�val c�f anaterial �ubmittais by the consi�ltant cantractc>r shail #ill out the list ot materiai:; on tl�e Parks & Recreatior� Depaa-tment's Request t� Requisition fonn. �;. At a schedulec3 aneetin� the Ov,��er wi3i go ov�r ho�� t�s fili �ut ihe f�rs�� and tl�e info3rtaation require�3 on ihe form. Tt will be ix�andatorythe reqtiNisition incl��d�, the invoices frc�m the material vendor mtist be se�rt directiv tc� the contractoa- �rigii�a�ing tl�� p-equest to a-eq�iis�tiQn of tite u�at�r�i�zis �nc€ nc�� se��t direct'(y to the �ity ev�n fhaugl� it is stated on thc �urc}�asc ordcr, ci. Thc City will be issuing purchase orcler directly tu tlle ��enc�or fo�� 3T�aterials less the state sal�s t�x e. `I�l�e amo�rnt of the purchase order p1tES the sales ta� ��il] �e ciucted Uf tl�e ��,r��-all value ot� tlre }�urcl�ase order issuec! io tl�e contractot� �erfo��i»ing the wnrk at t1�e Si�l Licktoi� Park. f. The Parks and Recreatio�l De�e. wall trac�; the tv�.at arnu«rit uf t}�e cvntractor's cUntraci less the direci pi,�rct3ase vrdei� �o tt�e material venciors. �. This docur�ent v��ilJ be issued io the conTr�ctor� of �ll expel�ditures �f �iis contract pti�rcha�e orde� �nce a. rn�onth at a proeress meeting for the coniractor's revie�v� anc� coT�firmatinn. 1�. The tax savings will also be iracked and these f�mds ��•iil be place in the continge��cy li��e item oi the contractor's schedule of values. i. If tlie funds i�ot utilized u� the direet purchase order to the material vendaa- at ciose aut oi the purchase orde�- th�se funds shall be returned to tl�e cantractor's pl►rchase order, j. "Tfl pay a material vel3dor's invoice tl�e contrt�ctor is to receive the invaice. The naaterial delivere<i to the contraetor sl�all be accoinpanied with a bill of ladin� or a pac�C:�ng sl�i}�. The ca�tractor shall conf`.irm the mate�-ia( deliverec� r�zatches tl�e bili c�# lading ar a�acking slip and sigi�s oif and retains a ariginai cQpy in his �ies. Wl�e�a [he invoice is sent from ihe materia� vendor for payn�ei�t l�e shall c�i�firm the �h��a doc�xments rnatch a��d signs c�ff and send both docurnents to the Ov�'i�er for paymenx. k. The C�wner tivill veritjr the t�n�o docun�ents match a.rxi e�ill approtire invoic:e for procr;ssi�3� fos- payment. 1. An}- of tl�e items listed above are not fcsllowed or invoices sent to the Clwner z�itho�at ver�ificati�n bv the �c�ntractar c��ill delay the payment to the n�aterial vendors. l4. �Vili it be required to d€� a€leductive eh�nge orcler far tlze direct gurchase arder of our c�n#rast? Answer: There is a set value of t1�e contract a�varded ta the contractor based c�n his bid propasal far the projeet and a purchase order from the O��ner v��ill be sent to the contractor based ai� the a�varded c<�ntracted �mc�u ni. The mate��ial pu�-ch�sed is stil] ttie based �n the ee7ntract�or's fc,r ehe dire�;t �urchase �rcie�• req��ester� ar�� f��nd�s are nof � � Sid Lickton Park — I1�andatory Pre-Bid t�leeting Que�tiuns & Answers 1�londay, t)ctober 2Q, 2012 coming directly fram cont�•actor's cair�pany aecount and are provided by the Cit��'s funcis tor this project. Updated account of the projzct infor�natio�i is provided to i1�e contractor on a mo►�thl�� bases ar�d revi��;aed and con�in�lation by al] parties, before the nexT report is issued. �t the e�ad of the cons#ruction �rojeci a reuon<;ili��Tion n�eet�ng will be held between the Uwner and the Contraetor will be condti�cted t� eonfirm the ace�ountin� is correct. The intent is the cont��acto�- shall ha��z received alt a��ailable funds (ess t(�e cantingenc}' aild any acfditic�na( work requ�sted bv the Owner will co�n� out of the contingeney funds. The only� ti�ne a chan�e orc�er is r�equirec3 would 6e �e �have expended ►nore fi�ncls than is available at the ati��ard c�f tt�e contract 4-alt�e_ T}�e con2�in�enctr t��n�1s bela�ig's to the O�v�ler as stil3ulatec� in the bir�c�i��g docu�nents a��c-1 il�ese funds �v�iE( �e ��ettu��7ed ict th;� O��iler Y�v cic�sing ot�t the purcl���se order sl�ort. Wha p�•inaes tl�e base g�i°iar to in�tallatio►� �itl�e a��h�lt surfaces fo,� the as��1�a[t ccar�t�~�ctor? �nsti�er: Tl�e Site Civii C.o��tracto�. '4�i�'hat about existing atilities on site? Ans���er: the C;orrtractors are responsil�le to c��il in u��der�rc�zind iocate 48 }3c�u�-s �rior to anv e�c�vatioiis. :�i(l coi3tractors shall note there are exisi3ng ��iilities fri�rn the R. O. p]ant �oing 87rough ehe site. Tl�e ��,•ner l�as ic3entified the locations by s�fi€ di�gin� �f these t�nc3ergro��nd r.ttilitis;s hy s�trv�yinn ihei� �a��d are ,h�nwn �n ttie contract �lacu�nent�. The f�wnel• will lc�c�t� these ufiilities fc�r �t�ae ee�ntractor a��d it is the res�onsibilit�,� of all crnztractnrs nnt to (JtSit1CI3 thPSe «tilities. Ti�e c;ontractore sha11 sr�fF c�i� these �itilities �3ri<�r tc� e�c<z�:ations. Re�naval of existing irees the Site �`ivil Cc>z�tractor shall tal�e exireme care �.rhen r�n�ovin� th�; tre� root and not ��u11 c�ut existing ��tilities. B. RESTR+D�MS/1'RESS BOXICONCESSI+�N BUILDING 12-t}(}24-PR-� �.. Wlho prov'des building pads in site work? Answer: Site Civil C;�r�traetvr wili clear thz site and .sets building pad to tlie ri�l�t ele�atic�n ber�eat}� tlj� �ui[ding siab. 2. Is fhe Gea-tech �n�ineer, tbe Sit� Civil Conti-aetv�-2 At�sr�ver: �ach ofti�e v�arious contraetar sl�all be ret�uired �to retain a tlrird �arty Gec�-tech E�Igineer r�f 13is �hoice. 3 original o� the� report shall i3e prr�vid��l one eacl� to C�����er, Consulta�it rxnd CIP rle 3. �Wl�a d�es il►e asjshalt tegting? Answer: Each uf the various c�ntractor shall be requirsd to re#ai�n a third party Geo-teeh En�ir3eer c�f hi� ch��iee. 3 original af the re�ort shali be prov'rde� one each to t?wnei•, Consultant and ClE' tile �. H�3�ti many asphalt borings required7 � A�3swer: The Technical S�eci�7catic�ns describe t�ow many is req�►ired or accarclir�g eo FI�O`� standarr�s. �. llescribe scope between Building Electrical and 5ite Electrical Contractars? Answer: The fve feet outside the i-oof drip lii�e is the (imits of tivork bettiveen the t��o cantractars However: a. Al( electrical conduits (sleeves) for electrical service, teleph����/date, f7ber optic, eable televisic�n, fire proteciion sprinkler baekflow• prevention device shall be installed by the Site Electrical Contractc�r� to the property� lines and into the electrical roor�� locations as requirecl of the propc�s�;d building and provide (�ea1�� duty pu(1 strin� in the eonduit far utilization by t�thers. The Building Electrical Contractor shall be reqi_iired to provide wire conductors for the electrical service to demarh Iocation of Prc�gr�ss Ener�y. Coorclination t�eiween the 8uildin� Electrical Contracto�- a;�d �rc�gress Ei�ergy, b. E1c�tricaE Service of fields 6 R, 7 is tl�e respansibility of the Electri�cal Srte Contractor. c. A11 el�ctricaE condui�s for spc�rt li�hting, bullpens, batin�; tu��nels, seor�b�ards d�ta anc� e�eutrical ta i-��s���ll backstops and other site electrical iterns horne runs into the electrical roesm is by t�e Site Electrica] Gontractor. 'The Building Contractor shall confirm all site e)ec�rical is �in place prior to pouring ��ancrete building slab. d. The sport lightir►g panels �ii3st�allatio�l afld ���ounting in the electrical roo� is ttze respor�sibi(iry of the Site Ele�trical contractar and ai] oiher items required to provide a c�mp�lete site operable syst�m. The R��ildin� Electrical C�ntractor is res�nn�ib'le fnr providing electrical cc�r�duiis and wire canductars fc�rm the el�;�ctrica( main ta tlle spor# ]i�hti��g panets to make t�aem operational. . , , � Sid Lickton Park — Mandatory Prc-Bid IYlec#in� Questio�is & Answers Monday, flctober �0, 2012 6. Who installs electrical panels'? Ans�tier: Tlie BE�ild.ing F.,l�etricat C�ntractor is respor�sible for upstream fi�om tl�e rnain electrical anrl t;�uildii�g electrical panels. The majorint ot� the existin� eiectrical �antls ��f tl�e spori iightil�`� shal! l3e reltszd ne�,�� 4pc�rt li�htin� electrical par�e(s �s reyuired is the res��nsibility af the Site Electrical Cc�ntractor. This infarrn,�tion is also explained in detail c�f the detailed scnl�e work �in t11� T�cl�nical Specife�ti��ns t�f the bicl dc�cuinents. 7. Is the City the ow�ner of direct purchase? Answer: Yes, Cit�� is the otivner of the direct p��rchases, Ilo��rever tivhen thz rnateriai is dzliverec{ to t}�e site al�d tlae cantra�e-tor acce�ts the delivery it �s tl�e ees��onsibility af t�» c�niracto�'s i� igau� t)����ier Qf the materi�ls anc� i� res��oi�,ible for �t durina instailation arld final acceptance c�f the work by the 0����ei-. �. 1� ti�e �€�ntractor requ��°ec� fo proti•ide k�uildei•'s z•isk izs�uranc�"' ��ns�x�r: Y�s anc� E1�e {..'i�- of Clea�•water sllall �Is� be c;z�ter��i c?n thz �t�ilz�ers ins�irai�ce p�li�,�°. C. SITE ELECTI2ICAL/�PORT FIELD LIGI�TI'�1G SYSTFI�1 1Z-4U2�-PIt-C 1. Is a�ea-tec1� reqairec� for faandation? -� r�nswer: �'es, a third pariy g�o-tech en�ineer must c�bse��4e tl�e b<�ring and the concrete li�llt pr�ie set in ��l;:ce. �1n grig�nal ct�ptes �fthe r�port mtist be prnv�ic3ec� tc� the �tii����r anc� Str���,t��r�l t�.i-r�inee�- 2. iloe� the et�ncre#e ligltt poies rec�t�ired 3a be re-c�ertified? Ans�-er: Tl�e Citivner's Strr�etural Engineee h�s inspected all th� concrete el�ctrrcal poEe, and he lias E��ravie�ed i�7stallation signed sealed drawings for tl�e eIectrical eontractor to c�btai�� the bt��idii�g pern3it. 3. Whes�e are the locations far the poles? Ansti�ver•: T�ie plans have been pz•ovided sl�owii��; existing ]oc�afiians and prc�pose�i locations• ir� tt�e a.ontr�ct documents. d. Da the concrete poles need 4o he r�ccrtiCecl`? Answer: t�Ic�, the �oncre#e light p��les t�AVe bee�� a•eviewe€1 by ii�c a StB°uct�iral �n�inccr and conEirrxis €he}; arc rc- �ise�►�lc and signed scalcd drawing arc provide by the Siructural Engineer for b�iildiii� �enni#s to be� obt�iiiied by the Site Electrical Coi�tractor. 5. �'ho is doing de�iolition on esisti�ig s�ort Iigliti�i� syste�r�? A��s��ver: Tl�e existi►lg sport lighting s}rsteni is �iul be derrioli�l�ied t�ut are rcrrfuved anti s[ored uL the {:?wner's Nurs�ry Fa�ility ac;�oss Saturn Ati�e, and reinstall accardin� to the co�t�•act do�uments. Ti�e sc�pe of work states the fo11aF��ing: the Site Elect��i�al Cort�tractcsr to prot�ic�e ii�su�-ance, ec��aipn�en�t. �abor, and electrical n�aterials fflr the rerr�oval � saivage of existing sport li�liting systems of sever� {7} baseba�ll #ieids stare at Own�er's faeilities, the Ga��tractors shall reinsiall salvage sport lighting systerr�s ta tlae new layou�t af Sicl Lickton Park baseball fie�ds; battin� tUnf�el sport (igliting; install n�u� bullpen ligi�ting fxt��res uiilizing �e:xistit�� concrete p�les provided by Owner, neut seoreboards provided b}� the tJwner, n�w spot/tloacf li�hfir}g for tlag pole and park identification signage; re-lampin� of atl existing sportin� li�l�ting fixtures; new Musco spc�rt li�i�ting systein lnounted on eaisting pales provided by the (h�i�er; ne�W site elect�•icai syste7ns; riew ete�trical pa���eis; re- aiming of sport Iightinb system to meet ne�v photornetric confi�urations per MUSCt) re-aiming layout a:,cording the pl��s anc� speeifications f�r the project. The Site Electrical Contract�r sl�all coc�rdinate new �Iectrical: service �rrit� Prc�gress Energy to co�nfirm lacatior� of new se�-vice. The O��ler's iand su�ve��or s�al1 stake 4�t �nce a11 [i�lat pole locations foc the new baseb�l�( �eld 1a�o�t, bullpen liat�t po(es hatting tt�nn�l iight� }�aies, fla� pole, }-�ark site identif icatioc� signage, neti�r ldcatic�n of �lectrical panei service for baseball �eld 6�, 7 for the Site �: iectrical Contractor. Any otlier ligl}ting stake out rec�uirernents after Ch�ner 3�as }�er-#or�ned the initi�l stake otrt of the eieciricat site ligl�tin� systems any additionaf stake out shalt be ihe responsibility ofthe 5ite Electricat Cor.�tractor. 5. The Site Elecir'tcal Con�ractor sha11 ij�stall existin� and ne�� baseball electrical panels c�f fieids 1-5 in tl�e e lectrical rot�m afthe praposed ct�ncession/restroom/press box building. The F�uilding ec�ntra�.tc�r shali instal) cc�pd�}its �nd c�nductors frc�m the fr�m the main eleetrical service panel to the sport lighting electrica] panels and ail o'ther site electric�l fc� these basebal} �elds_ Ei. Tl�e Site Eiectrical Goiltractc�r is reqtlirec� to instal� aIi site canduits, electricai, data, teleplic�ne; cable te:levision 4 Sid Lickion Park — M�andatorr� Prc-Bid l�'[ccting � Questious c� Answers Monday, October 2Q, 2012 con�liiits f�ot�n t1�e� property linss to the buildin� service pafi�els as sho�fn on the dra'�vings accordittg to th� s��eciti�,atini�s and provide pull strings as necessvy ii1 il�e condt�its for future use by otihers. "I�he Site Eirctrical C;ontractor st�all be rec��aired to provide electrical panels E�r 1�ields E� & 7 a��d all oTlier site efect�-ic�l com�c�n��.nts ta for a cornplete c�perahle electrical systean accc�rding io the c�rawings and specitications i��el��ciing f�ield 1--5 and batti��g iunne�s. 7. The Site �,lectrical Contractor shall be required to pravide a11 site electric;al systerx�s as shc�wn on the dratiy�i3� ��s and specifications, �3. Cf3NC`]f�ETF FI.AT�`(?RK & CONCRL+;TE'��'t3R[�S �1-13 � � � �'Vh+� i� respo��it�le #`or t3�� eIec�rical, s�t�o s�t�es ecanc3uit beneatia the proposed i�a��ing`' A��s1��er: Site Eteetrical C;c���tractor w°zll install site ele4tricat priar to i�istallatia�� of c�i�c��ete 47atc��ork. There are phase 1 an�l 2 c�n #he drawings, hc�w will this affect the cor�struc#i�n ot the pt�c�ject`� t`�ns�.�er: there ai-e t��.�o phase to the �roject. Phase 1 there is �inli�T�ited acc�ss to tl�e project site area h_y the contractors ta perf<�nn his work. Phase 2 is the area the R. O. ��lai�t coaitractc�r will use tk�e ��ro��osec� :i��l�alt dri��eway access io the R_ C�. plant tp car�strnct and the caxrtfelds of tields ? anri �4 � ill be �Iimited access. 7"he t��o reteEatini� pQ�i�ds l�ill ��at be constn�cted ��ntil later �art of d�e project. '�'h� phase 2�rea wilI be reqaaia-e�d #c� construt.t 2 tivater tanks and dernalisheti thz existing urater tank. It is fo our u�de�-standu�g it dvi II take 6 n�c���tl�s tc� dem�lish and build ti�e two w�ter tank. The R. O. plant is scliedl�ied to he�ir� the first of Ja�nuarv 2ti 1'?, �ltjho is responsible to install concrete slabs for dugouts? Ans��,�er: Concrete slabs af the d�:��QUts are ii�cl�.�ded in Cancrete flatwQ��k Contg•actor's scc�pe c�f tiVOrk. E. A�PHt�LT SUl'tF4CTI�it; 0'�-13 l. Is the�•e stripi>ing and signnge on this by the asphait �onta•acfcsr`' A��swer: No. the Ow-ner has a blankei purchase c�rder ic�w- this r�o�-k. 2. Dsa rvc coir�e in once c�r twece because of li�e !wv pl�ases? Ans�ver: �['l�e i�rtei�t is fvr the as{�l�ait ce�ntract�7r to ce7si�e iU tt�e sile �tzce. 3. �'hdt is �3c� ��ou mean minor grading? Ans�ver: "I`he asphalt surfacing contract�r maybe required to do leveli��g around storm sewer �atch �as'r.i�s a��d other hard surface to make sure the 1�5 incl� of aspl�alt st�rfacin; is prc�vicied and the prc��er drainage is ac;iiieved towa�•ds ti�e drainage structures or swales. F. BASEBALL DUGOU`l'� Ii�MUVAL & REINSTALLATION 03-13 No c�uestions C. �e��eral Qu+estio�s: 1. Anything about Musco Lighting System? Ans�ver: The Site Electrical Co►ltraetar «riil »e�d to .re-la�-��ped al] libhtii�g #ixtures 2. Does the sport �i#e lighfing nee�i totally rernov�d d�ring co�struetinn ar�d ca� rvve ��a�e the�� in tlae i�e�v It����atic�r�s after they �re r�moVed? At�s��rer: A�l the ea:isti�a�; sport lightin� syste��7 needs to be ren�eved ir� its enti�-et}• anti stc�t-ed �t the C:►���8��1•'s Nursery Facility across Saturn Ave. The existi��a li�lat conerete paEes ean��ot be plai;ed at theif� new loeation because the site need ta be cleared and the site brought the pro�er elevations. 3. Do y�ou have a buclget? �ns��er. Yes, but �e do not provide this infonnation. S ' ' .��GZ�E��i:��i �c�. � r�.��r��: �f�,�����n�r ��.6Q1� rc� ��ti�. ���t.������c�4:�:v�� }?�zf�.��c~�t� �r.�:�t-;�t� F����: ' (`1'l`�' Cl�" C'L.�:A�t`1'4'��'I'�it � t':�rl;s �'� Recr��rtii��t [)e�rt. ' 4l13 L1f,.'"I,C)1V r'.�,Rh 51'TE � `I"4'IL C'O1V51 t2(_;(�'7°I(�Cti T'RC�.)�( T 1�f�r 1i i�i����',t�-�. � E�.�`1'F:.C}. '.tie#�#�°it�iac�r.2�?l:: !'3t�.!'.�ilTE�:!? �3�r: i'��l�k�: �VT:� ttE:C }i1�;:5`T`It)�'ti [iE-:d'::�F���!�'tf'°v'] �'�i�ll�t7;iE2f'I-1iTF;t:"�t l�l-: t(}i} `�. ;�14`k`i`LE: ,��'�. �t)�) �I2�.1� �7`EiT� �'..�. ' t-'t.E�,R�'4 �7'�.12. �'L.C)Ft11:):-� 33?�% {:'L,E'.�F2�V�T�:R, �'Ia ��"�:°+ I'H(}i'�I,. 7'2?-St��«-1#i��s F'HC)NF;: ??"-�6:1m�?ti{? i�:�X. 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Tt-se'�ttir,�� ���-:,s�°� ;.is7.9�r :k-�� fa.jE,nr��=3�it��`: • ��,��rrc�,�ia�� rLut t�,i E �.tt�'r�,es� �te�i �ai:�o��? ��ir�t4 �r�ci +�xter�d� ��g> th�°�u�l�� :ha fl�,�r. �'r�c•v�i-;i�ti �st3�� inst�li��ic�3 cc�nstr��c;gii�n, ty��� :3�1� t�=��s, ti�re Lsra,t i�a�, a t�(�'S dGasi lran F?ip�* S€z�} cc�r,�ple€� for e�5t;= c:c?nne,;- •�:i�E c�t ial�t�ailat;arF ,�r�c� li�ht vk�+�,;�;it tirin €c? thi. �.�t�cleryr�i�t�t� �.ta��Ey (P+W'd'+,zA �"9C�C1 F'V�': esr�ci duGt€1� Irest7 �'t��:r�} <1IIC�4�<^� Qr-G �;>E'iS�>C3 t:`, F)¢��i#p(3(i �i'iC;= x3Cli:A� ill(ft.,`-at?'y �i�i[?t:e3P`�.� 1�PtJC)'�E'{i ti�';1{� t:€)C€CiaE,iEt✓t"; �r'"a�'�'`Yt�t is+:i��}I f:ei1 iit£? `!�?fiE3�e? (hr ?'PSt:,t' i){�4Ct:9kri� �ICIf) iC3T E,'%t��' �:C7C't3c C�if�S('1 .i3 i�lE' CiVC;I'�lf'i3t�� f14f' ��CIY1i4�E'C sj�51.E:31', P��3r:'srn�sl �3t��, r�,��r�'tiurs ��i€�t e�fr�i€i� :����-�i�r.e .::,nstr�,�:ti�r� r�c�u��s t3re,r� �m�s ir�-E3:�iic�arr�� Risers �tr� �,r�r.i�€c�rt er�t�ine�r�d ��d rn�r��f��,t�ried sF:; �n�i la�or; rit� rrsissir�� pr�rts, €3r� Ie�sh�: �;tr�vici�. �:x��px€c�ts�l r�3i�bilify �rx� r�G+�u�:e ir�st�fi�ii��rt �€rr�� � Iak�t�r c,�r: �ril ����;i;y icier�tifiable fc�r a�,E��r�wrals �s�c;c;i�t�� wit17 fi�lcf ��s.sernE�ly. 1�� ac;cc�r�d�r�c� �uitl�t NFF'A ��-�t�i��, ti'�E: + IE�c;l�s:ik>-� T"c:st � a� ��c. 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C't'.1'1^�€ll �'l"���)�-}l1�4 1`i, at`t(t ;'€ ,Te.C.`-�t't�7 L"I4:�.lttlf.t" ':'i iiE}�. i't't��13it�` �E.%i l�lC` �.itttlit�:i�<:.z; ':Es �='s€4: d,= ?iD:` ii,',�11 �}i3 �`; 'clt% Id� :i#i�i4,�:.@t`s.'liTLfli.#,T,.I%.k��la `:34:;i1ti1 >t:73tcf `�13'ldMiil!<I� E'.li .i€ic_'�•Fiti'=`',��t<"C�S6I�«"9. ia:c�si s>f°(,3,ic�s#ir�nw ars<$ ;�,t����'� r�+ .� � � ' 1 ' ' 1 1 , ' ' 1 , ' 1 ' , ' 1 ' �t1)1)ENI?tfNi I�O. =3 1)ATE�: \ovetxiber ti, 2412 "�'O THE DC2AV1�'1NGfi ANn PRQJECT N1�1NU.AL Ft)R: CI1"�' OF CLEARV4'ATE12 - Parks 8z Recreatian [}ept. SIB L�CTQN Y'�1T2K SITE CIVIL C()NSi'Rl.�CT1C)N PROJECT N(). 12-Q�2�-PR-A [)ti7'EI3: Se�temb�r, 24i� P12EPA1�tE� BY: PA:RKS A�Ill ItEC�}LE,�`i'IC)N llEF'ARi`I41�TV"T' PL.ISKG1 AKC'1-t]TFC"i'[JRF i(Hi 5.11�1YRTLE .�d•'E. 8{!0 DREV1' STEiEET CLEAKi�YA'TE12, FL4}2[UA 337�6 CLEAEZWATFR, F'L 33'TS� PHQiVE: 72?-562-�856 PNC3NE: i27-�ibi-72tM1 FA�: 727-562-a82 �+ F.�X: 727-4ti 1-003(t 'CHIS Al)t)FiVT1IJNT IV(). 4 3S iSS[3F'iD °T'C9 FXF1eIT? fiHF: FtET?Ik�IC: i3A'1`F; Rs 11tif �.�).1'}�: ���}, P,�#`4'}V��'N'i" ATVi� PERF'�RMANCE T3C?NJ�JS TO PRUJECT BIU .AND Tt} CLARIFY, TO PFiOSPECTIVE SII}DEFtS FQR SITI; CIVL CO'vSTRUCTInh i'12t?J�;�"M' NO. (�0-0@24-PIi-A OF THE �t}NTRACT DOCUMEI'�TS F'�R 1°HIS i�4'QRk:., THIS :1I7DG�II)Ul�'I CClNS`F1"TLJ"1'�:5 .A t'Alt1 t)F' iHl�; C;43�1`1�KAC:!' l)UCUiVtk;l�f"t'�. AC;KNUWLt�;llt��: 12N;C:�;1Y'I' Ula' `i'Ht5 AI)DE:VDUIM C?N TNE PRUPt)S�E. F(?RA7. a'ART i PR(IJECT MANUAL Mtean No. i; Bici (�ue i}ate Exter�ded tr� 14:�i3 AM c�n Wed�aesday, Novetnk�er �«t, Zfll2 ltern No. Z B3d, P�r��rmanee a�d ��'syn��r�� 13or�ds i. Furtlaer rev�ew� by �'-ity of Glearwater - Le�al L?ept. it ��as determined basEd on Sect�an 255_(35 Flaa�ic3a Scatu�s nnl�� fsrovi�es lecway for a lc�cal �;c�vem�neiit entity to e:xejnpt the bid bonds and }�aymentr'perfc�nnanic bc�nd rt.c�uir�rrients, i f the cc�ntract is fAr �20p,�00.0� or less. Base� on th�� Ic�al clarircaiic�n s�SOttIrl the i3idd�r's Proposal is more th�n �200,4(��?,0{1 ft�r tl�is praject Confractor �nust prc�vicle a bic� �ond ���hc�a submittin� hi� pra}�nst�i t�nc1 pravidc a p�}�n�cnt`perfonvtta�CC b�n+cl shouid histher campany be awarcled the pr�iect b}� the C:ity� Cauncil and is his bid is ov�r $?O(l,�ti(�.�0 according t� tl�e contract �3ocuments. 2. `I'he Sita C3viI Contracwr who ca�lnot pr�4�ide a i3id Band and Fa��anenU`P�r�armance k�ond ra�a}� �ontaet o2her :f3uildu�� C`ieF�e��al C'outractors u�l�iu atterid�:�] tlie IvTandat��rv �'re-�3itf Gc>i�a�err�k�:e a��cl _jc�iut ve��ture �vsi]� k1�e���. '1"i�ie pr���vsals �i�ib�nit4ect sl�aU be separate Bidder's Propt�sal fcsr the Prajec;c �(o. 12�t1024-PR-A Site Ci��il Cc�i-�stn.�cti4n �and not included ir� �.viih Buiicii�g Gen�ral Canieactnr's praposal f4r ��t�rk he iti biddi�g on. 3. Building Ca�itract�rs �v3�a at[ended the I�landatc�ry Pre Bid Cotif�rencs is attached. l pa�e END t}F:�Y}llF,'1VL1[1M Nl�. � � � � � � � � � � � � � � � � � � � � C11'Y CiF Ci.E,�1RWA;i�R FRE-BID #�I�I�TfRI� S1GN IN SNEET PARK� & RECF2EATat7td C1E#�ARTMENi P€tQJ�C�. {12-(i024-PR-E�} S!d LICKTQ�d PARK-Fi�STRf)�'JMfK'RESS 8C►K/C(7[VCESSI{J�9 B111�DtNC-� � � t�A�"�: 1�10NDAY, OCTt�B�R 29, 2t}1� �'1ME: 1t30-3.{?U PM � �C3CATiCDril: FRANK Ct7NYER5 PAR� CO�IFERENCE RC}OM. 71� tV. 5,�?'l1Rfv AVE., CI.EARWATE�t, FL 33755 __. __ �_ ..� �.._—_ _ _—..._ � m. . __._.... _.._.... _. ��. ____ . __— ,�_..--- ��� r CEearwater R�presentative �ncl�`c�rCc�nsul#ant Representative's fVame j�rin# I Time aff � Phone Ncr.,.�rnatl Add�ress Fax: Skgn-In � __._._. _ __.....—...,�,.._ ..,.,_ w _m �.. _ .�_ � � _ " _._._-__ . _ ___. � . _ _..._�._.�__.. __. � ' PHfONEt 727 �.24-73.f11 1. t,�Rt}Y CHI�t C�iY OF CIEARWATER Emai{ Leray Ghin@rnycMearwater.cam � 1:3A pm ' � PARKS & FiEC. ��PT. Fax: 727-562-4$25 �... � .n � .... ��.�;._ _ _ _— ���_ �..... _ ___ _�. ...��_.. � R'f�lQN�: � �°} a �' I� �^ �'i7�r i j __ � I � Ettiall: .� ►'�''ta,C�o.4-�% �.--, G�'�''��'/.3�ss� •6" f• �.a,,�.,. � '� I ' 1 �� �`� �2. .�� �` _..___�� -( � Fax: ...'�'�..:" 7 ;� '? _ ? &' � ! ,_ � I ,►�� �-�'' ._ _._ _.__._ � __ _ _�_. . �i---__..� r�� � �� �t�o�v�: -�a � � ��5, �.8�'� ; I � � .-.�, � �rr�ai(. �,,�, ` ,2r I. �. �' Lw^t �'l�,t...�'"'� �� /��� �,�.�-r`-�� � F�x• �'R-t���r�,,�w-��,�c_ �� 1 � ( � � � ___—.. ___ .....___.. ,__.. ___... , _ _�__....��_ .. ._ .� _..__ ___M.�.__ �. _ . ._�. �_ ____�__�. _ ; � PNON�: `�t,�4 -?.�-�_.. �-�'^��'3; T� i � _. .__ __ .. , �. �� �..� l, i .S' __ � � 4 u° � � 1 d /�. / �- � . _� � •4 . ,.. Errlai��.�___='��_:-�s�.(��.� �r�? v �,`�r2 � � .�;,• "�� ''t.� � � I � �, v` ;:> r ��r� � ,� �^- � � ` � [ Fa x • � � ry .» , . p_. .,. ., _�, ___ _. ,... T�-- .. . � . , � _ ,- , ., . , i "� i � PHl.�iVE r � �� /�� � '� �.. � �,, g,? t � �) �"- _' � i �, �. 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Fax. �%�� .�°�` �_'`� p,y2.Cs--�� . t,1�'r�`-"�.� J --_. �. _._. � _ .... _ _ _ _ %-�---- __ w. , ,.:�` / f ;t /){ /f, i` ,[`�__ r /�.;�t, �/'« i[[[ PH(�P+lE; LL;�? L ��,_ � -_ t' � � j ,�-x `�.i �• 1 f ��i 4�� '!"��"� /�! 4-� "^" , ..+" d2..t!I +�:._) (�, '� .. � ..,.r .c. � „ __ � � ` ^^ M�� � _ � ✓, f, f��''',- � �int� i 1'. j � � t f �?� t,r'��-� �" �` (^�C. t � t. n,t-r �~ � �-� � � �, , I s. {...o....:--�1 ; f ,' i�� ` c°' �� ; �ax: `� �.,i�- . ,�� L�" c�.� �- t � _ _ � _ _._ �._ . _ �....—__ --- , _ -. � � _ __---n-.--.,--�:,. __ . _..._. ___ . , , � , .. . . , , -_-- - . �j , ! % �``J/ C � C.�G"_ f � �- � f � _ � 1� l'! :-r �l 7 u _�. c �--<' i � GENERAL NOTES: 1. BHMICH PIPE SQ6 ME 1' UNlESS NOTED OiHER'MSE. SEE SHEEf iP701 FOR CONNECTION i0 NE'N 7Y' SIA�IESE FDC� SRE UTILRIES CONTRACTOR IS RESPONSIBLE FOR COldPLE77NG THE UNDERGROUND PIPE INSTALlATION TO PN ABOVE GROUND CONNELiION FIANGE WIiHIN THE BUILDINC AT 12' AFF. � � �� � , � GENERAL NOTES: t. BRANGH RPE 4ZE5 AftE 1' UN(ESS NOiEO OMERWISE 1 1 �,�_2_,2 �10-19-12 �10-2-12 - 7- # AA C 000813 02012 Q� Q �m,, QLL a: � Lc1 �F a o �3 0 � � o E"' ¢ - Vw � � a �� F- _ �- y �, ¢ U W �. cG � �F o rn o 0 3 �� �� O e �o � m r �' I' 1 \\\ � w zx�� �WZ� Q7 � % � �QQ �� � �UZ� � O UZ�� z�� ol-Q� � �Q .� o�zQ �D�w wV)r-v I' � � I _- - - - ----. - --- - - -- ------- - 2ND FLOOR FIRE PROTECTI� PL� SCALE: 1/4" = 1'-0" �NORTH , ' � ' ' ' ' ' , ' ' ' , ' , ' ' , , 1 ' ADDENDUM NO_ i DATED: 4ctober l5, 20l 2 TO THE DRAWINGS AND PROJF.CT MAI�iUAL F"�R_ CITY OF CLEARWATER — Parlcs & Recreation Depi. SID LICTON PARK RESTROOMlPRESS BOX/CONCESSION BUILDING PROJECT NO. 12-0024-PR-B DATED: September, 2022 PREPARED BY: PARKS ANU R�CR�ATION UGPARTMENT PLISKO ARCllIT�CTUR� ]00 S. MYRTLE AVE. 800 DREW STREET CLEARWATER, FLORIDA 33756 CLEARWATER, FL 33755 PNONE: 727-562-4856 PHONE: 727-d61-7200 FA?C: 727-562-4825 FAX: 727-461-0030 I'HlS AllllENllUM NU. l iS ISSUING SECTION I ADVERTISEMENT OF BIDS & NOTICE TO CONTRACTOA.S AND CLARIFICATIONS OF DRAWINGS TO CLARIFY, BIDDER'S PR�POSAL TQ PROSPECTIVE BIDDER,�+ FOR RESTROOMIPRESS BOX/CONCESSION BUILDING PROJECT NO. 00-0024-PR-B O� THE CONTRACT D(?ClIr�1ENTS FOR TFIIS WURK, THIS ADDENDUM CONSTITUTES A PART OF' THE CONTRACT I)OCU1�1 ENTS. ACKN4WLEDGE RECEIPT OF THIS ADDENDUM DI� THE PROPOSAL FORM. PART I PROJF.CT MANLIAL Item No. i: Section I l. Advertisement of Bids & Notice to Contractors — i page 2. Gantractor's qualifications wording see attachment Ite�n Na 2: Dr�wing Docu��ze�its CE�rific�tions 1. Civil drawings are provided for inforrnatian purposes to the Building Uenerai Contractor and to identify scope of wor4; on civil drawings. The Building shall be responsible for the following items on the civil drawings: a. Building General Contractor shall canstruct trash dumpster structure see loeation and details on civil drawin�;s b. Provide and install elecerical wiring c�ntluctors f�ou� mai�a e1eckri�cal �anel t� Rui��t uf cunncctivi� of clecL�ical service at property line on Saturn Ave. and coordinate elzctrical service with Yrogress Energy. 4" conduit shall be provided by the Site Electrical Cantracior. ?_. The follawing scope of work sha11 be performed by othen. a. A11 low voltage wiring and hArdware provided by others, Building General Contractor shall provide aU electrical conduits, raceways, junction boxes from point of service to junetion boxes for; data, telephone, cable televisican, fire alarm system, security system, public address system, sound speaker system, audio visual sysiems. b. Range hood and stainless steel wall hacking pr�virle by athers Building General contractor to provicle electri�cal conduits/raceways and connections of range hpod for liahts, exhausdsupply air fans operation as necessary. c. Fire suppressi�n system provided by others, Building General Contractor shall provade conduits raceways f�r fire suppression system and electrica( connectians as necessary. d. Gas water heaters Glearwater Gas provided site gas piping, gas meter, �as house piping, water heaters and e�:haust flue; Buildin� General Conuactor shall provide electrical connection for water heater, all domestic water connections and b]ow off to hub drain as necessary e. Site electrical and baseball field sport lightina system provided by others contactor shail not pour concrete slab uniil all site lighting and sport 1 ighting systern conduits i raceways are installed by athers and coordinated with thES Owner of notice of pourin� concrete s3ab of building. END O�' ADDENDUM NO. 1 'r 1 ' J � ' LJ ' C' , ' ����€��;r����rz� ����,°� _ �U."a�. �:� �9x«��Is7�il ADVERT{SENlENT OF BlDS & NOTICE TO CONTRACTORS S►D LICKTON YARK- RESTROOM/PRESS BOX/CONCESSION I3UILDING PROJECI' PIO. 12-0024-Y1t-B CLEARWATER, �LORIDA Copies of the Contract Documents and Plans fe�r this Project are available for inspection and/or pu�•chase by pros�:�ective bidde�'s at the City of Clearwat�r's PCan R�om - website address: d��+,�� Ei�t�t'_1��rw��te�c��rri.�it���c,`}ect�, ON M�andav, October 15. 2012, until no later than c(ose of business three (3} days preceding the bid opening. Yrice of Co�iitract Do�uments and Plans, as indicated on the wehsite, reflects reproduction cost only, Scope of fVork: Thc w�orh far which pmposa}s cofuists the 6uilding Gcixral C�ntractar to pruviJe insuranee, labor, equipment, and building materials lar new eonstructian of a two stury restroom/press hox/concession buitding inciudes but aidt limited tu; all constn�etion �f u�dergro�md utilitit�s to 5 foot ouiside limils of ronf canopy �ine and beneath the roof �anapy; eunnecti�ms of all undcrground bu�iding utiiities to Site (:�itractor s underground utilities; buiid in� contractor shail tx: required to bring in elec�ricui service suad provide conductor wiring fram U�e property litte 1rom 1'rogress Energy electrieal service point of coru�ection; provide and insta[I �ense trz�p inctuding sanitary building sewer iiEie connectiun to exisiing sanit�uy sewcr line; cmutruct all masonry plantcrs around building, these pla�iter are locatrd o:itside dic Jrip fine ot the uwf ca�wpy. Q�vncr's Site Civil Contracior shall instalt the drainage systcm �nd planting soi I of thc planters. 'Ihe L3uitding �antractor is rt��uired t� cur�s�ud ali utfier iterru related to the masonry �lanters; construct masonry trash dumpster enclosure according to !fie drawi�gs and specilications; conStruct concrete tlatwork beneaU� tlic uuiopy rouf line io outsidc the building cannpy support culumns structure and roof line, mncrete slab paving patlem and e�cpansionlsaw cut co«U-,n;kiaE juinv shaN matcfi paving pattemJmedium broom #inish as shawn on the site pla�i this work shall he eoordinated evl[h Ute (hmer's cottcrete fl�tvvork contraetor, consUuction trude works inctudes but nat limited to: reinforced conerete footing and slabs, ma�onry, plumbing, electrical, niechanical ]iVJAC; system, clevator; glazing; fia�nii�g, paintir�g, lini�hes, milhsork, roofing. "Che scope of wark is a lump sum contracr, there will 6e no additional funds provided €or missing quantitirs or additional costs tp perfurrn the building construetic�n works for this projec! as shown on the draavings aad speeiiieations. "ihe Owner has e:ected to providc dircct purchase orders for builcting rnaterials to the Building General Conaactor's material vendors in having state sales ta,x saving for this projeet. The Owncr xvill provide purchase orders to the vazious uiateriaE vendun for tlic Buitcting Cn:neral Contractor providing buildia�g materials and other miscellaneous matcrials to construct the hvu story restroom/press Uox/eociccssiun Uuilding li�r ti�is pro}ect. The suecessful bidder shakl, at the preeonstruetio3� meeling, provide his vendors providing the buiWing matcrials for the projtct. 'I'he successful bidJer shal) b� includ�d in the materia) veodor's the bill of quanti[ies �vr.ci dollar amount wRich shail include a11 applicable state sal�s for ntaterials reyuiied fur Fhis prujrcL The (hvner ti��ill develop purchase orders ior the k3ailding General Contractor's matcrial vcndnrs for the buildiag materials less the state sales tax. Manclatory Pre-Bid Conference for all prospestive badders will be held on 1:30 PM, Monday, October 29, 2�D12 at frank Conyers Park Conf. Rm. 71�t N. Sat�rn f1ve., C[earwatcr, FL 33755 Representatives of #he Owne�r and Consuiting Architect & Engineer will be �resent to discuss this Project. Sealed pro�osals wi11 be reeeived by the Purchasing Manager, at the Yurchasing Office, lacated at the i�vlu:nicipal Services I31dg., 100 S. Myrtle Ave., 3"' Floor, Clearwater, Plorida 33756-5520, until 1:30 P.M. on Thu�rsday, , Navember. 08, 2412, and publiciy opened and read at that hour ancl place for SID LICKTON F.�RK- RESTROOMIPRESS BOX/CONCL�;S.+�'1LIN 13UlLUiNtGPRQJECT 11i0. 12-0024-PR-B ' A complete bidders package containing plans, specifications, bond farms, contract form, aff'tdavits and pro�USal form is available to the general puniic (Contractors, Sub-contractors, suppliers, vendors, et+:•.) for rcview and purchase. � ��:�9�.e;�"�°T', t �'�tbt!'�ia �f�t' '� t�ti�t�l�ih:ti�ia�li�e �c�tijt't:i ��i���'��`?S_t� �t E�� t��2.�' ��g.. ��t�C;�°�:t?t�c� �`It31i-_ ?:�1i'>��` �..t)IiII"IC,��)I';a ��1�.i� �ilt,: '�%lElt,$I��r � li� �Ie �4E:t�9iik'�� C.�€�tEE�T'il�`%�af.`+ tt2 e�l�' i�i'sta�nl!"1k4��1t�a1 f;zzTL!'t'i`j, t� � d7t@t�11� I.i"Dw��. � ��tt�ttl���+�� ;c�it1� �� ���ii���€���r�� �_'s� �a;���[�,��::��i��i�� ;i��it�z���� t�'����+(i.€�#�d3a �1��, _ ,_ _ .�_ : � ' ' ' � C,a3t2�k"a.�,ti��-�; t�, �t�E1St!x. 1i} �'C"� ���E�i�tf'i' l�° ��ial $��r^ �'st"f{[�'c't Il2t&E'; €Is'r �;K; 1�.1's,3 t:' € ekc c °a #E �a :3:; �;��€<�?� ftl;,�:- It� ��la" :�,�� .a� .:€ia�3,.$. ��ztE�. � . � Bid band is required; contractor rnust hald his bid for a minimum of niiiety days frotn date of bid apening. The right is reserved by the City Manager of the City of Cl�arwater, Ptorida to reject any or all bids. 1-he City of Ciearwater, Florida Michael Munay, Purchasin� Manager (727) Sb2-4633 Addenum no. I SectionI[1�12-0Q24-PR-B.doc Page 1 of 1 7CL3I2012 ' �1 � � , ' ' ' ' ' 1 ' ' ' ' ' ' ' i AllDEiYDUM NO. 2 DATED: October 30, 2072 TO THF DRAWINGS AND PR�JECT MANUAL FOR: CITY OF CLEARWATER — Parks & Recreation Depi. SID LI�"TON PARK RESTROOM/PRESS BOX/CONCESSIOPY BUILDING PROJEC"I' NO. 12-Ofl24-PR-B DATED: September, 2032 PR�PARED BY: PAI2KS A1�TD RECREATION D�PARTM�NT PLISKO ARC:HITECTURE l0U S. MYRTLE AVE. 800 DREW STREET CLEARWATER, FL4RIDA 33756 CLEARWATER, FL 337�5 PHONE: 727-562-485fi PNONE: 727-461-7200 FAX: ?27-562-4825 FAX: 727-461-0030 THIS ADDENDUM NO. 2 IS ISSUING ARCHITECTS SUPPLEMENTAL DRAWING, SIGN IN SHEET TO P��:E BID MEETING, PRE BID MEETING IYIlNUTES, AND QUESTIONS & ANSWERS TO CLARIFY, 'BIDDER'S PROPOS�AL TO PROSPECTIVE BIDDERS FOR RESTROOM/PR�SS BOX/CONCESSION BUILDING PROJECT N0. 04-0024-P1ft-B QF TflE CONTRACT DOCU111ENTS FOR THIS WORK, THiS ADDENDUM C(?NSTITUTES A PART OF THE CON"I'RACT DOCI7MEN'�'S. ACKNOWLEDGE RECE�P7' OF TNI� Allll�NUUM ON 7'HE YNUYOSAL FURM. PART I PR03ECT MANUAI, Item No. 1: Architects supglemenfal drawings clarifications aad specifcaiions 3. Clarificatians of sheet items 1-8 I page 2_ Speciftcations of aspha�t sing)es — seetions l�7� 1 l, i pages 3. Drawings R-, R-2, R-3, R-4, R-5 5 pages item No. 2: Sign in Sheet — l page Item No. 3: Pre Bid Meeting Minutes -2 pages l. Geotech Engineer's report provided at the meeting ltem No. 4: Questions and Answers —� pages l. Last day fvr questivi�s Fri�lay, Nov. 2, �012 - 12:00 Nvon uo questiuris ur an�wer wi11 be accepled afier the poslee! tilne. END OF ADDENDUM NO. 2 � ' � � Lcroy Follo���i��o ltems need to be addressed ii� ai� Addenduin: lten� No. 1— Base Bid — shatf include an Asphalt Shingle Roof in 1 ieu of Metal Tile RoQf , detailed on dra«�ings. Specification Section 0731 1— Asphalt Shing3es is attached atong �vith Flashing Details R- t and R-2 dated 10-22-12 repiace detai[s on Drawing A-2.4. Item No. 2— Room Finish Schedute on Drawing A-6 — Base bid shalt include sea(in� concrete � tloors in Rooros 101, 102, 1�3, 105, 107, 107A, 1 IQ, 1 I 1, 1 12, a��d I l3 witt� co��crete tloor sealer specified in Speciflcation 09900 in fieu of Silikal as nated. Base shall b� 4" Resilient Base per Specification 09653. Elevator shall have VCT floor in lieu of Silikal. ' Item No. 3— Drawing A-2.�t Raof Details — Attached drawings R-3, K-4 And R-5 dated ] 0-22-12 revise detnils a 2.4-01, A2.4-02, A2.�}-03, A2.4-04 and A2.4-04. , Item Np. 4— Portfand Cement Plaster (Stacco) — Stucco thickness over wire lath sha11 be 7/8" thick and over masonry 5/8" per 2010 Flarida I3uilding Code. Refer to drawings R-1, R-2, R-3 and ft-4 attached. , Ite�n Nu. 5— Finish Hardware SpeciRcatian Section 0871U — Door 14A shall have a push butto��Jprx lock with permanent core in Iieu of passage set similar to Hardware Group No. 6. ' item Na. 6— 5heet iLletal Flashing and Trim Specification Section U7620 — Gutters sha11 be instalied level d�%ith sl�ped b�ttom ins�rts i� ith a miT�i�num iJl b" �er fc���t slope to do���nspotits. Gutter ehpansi�n j�ints inciicated on Itc�of Plen sheet A-2.3 show have end dams and cover ' p3ates. Submit gutter and downspout shop drawings for approvaf before fabricating. ' ' ' ' ' � �� ' 1 item i�to. 7— Door 5chedule Sheet A-G — Door Numbe► 1 fi to have clear fire safety glass in lieu of wire glass as indicated. Ite�r� No_ $— Sturefran# Details SMeet A-6 — S�ill flashing shali be turned up at ends typical at openings. ' ' ' ' ' ' ' ' ' 1 , , , ' t ' , ' ' APA 10.1? Sid Lickfon SECTION 073i1 — ASPHALT SffiNGLES PART 1 CENF.RAL l, I SUMMARY A. Section lnciudes: 1. Gran�lar st.u�faced asphait sl�ingle roofiiig. 2 Underia}nnent. 3. Mefal ilashings. 1.2 2EFERENCES A, ASTM Iniernational (ASTM) {www.astm.or : t_ D1970 - Standard Speci#ication for SeiF Adhering Polymer I�4odified Bitwninous Sl�eet Materials Used as Steep Roofing Underlayniei�t for Ice Daiu Protection. 2. D3018 - Standard Specifica#ion lor Class A Aspizalt 5hingles Suxfaiced wiih Mineral Gr�ntiles. 3. D3I61 - Standard Tesi Method for tiVind-Resistance of Aspt�alt Shin�;les (Fan-Indt�ced Method). B. Natioe�at KooFing Contraciors Association (NRCA) (www.nrca.ne� - Steep RooC��g Manual. C. Underwriters Laboratories (UL} (wwu-.ul.com): 1. 790 - Sta�idard for Standard Test Metiiods for'Iests vf RooiCoverings. 2. 997 - Stand�-d ior Wind Resistance of'Prepared Roof�Coveri►ig Materials. 3. 2390 - Standard for Tests for Wind Resistant Asphalt Shin�les with Sealed Tabs. 1.3 SUBMITTALS r'�. Submittals for Review: I. Praduct Data: Manufacnirer's product descriptioc� anci installation insin�ctions. 2. Sa�iipie�. Stii�igle samples showing available co)ars. 3_ Warranty: Sa.mple warraiity fonn. 4. Shop Dra�vings: Indicate specially con(igures metal i�ashing, jointing ntelhods and locations, fastenin� methods and locations installation details as requires by project conditions indicated. I.4 QUALITY ASSU}ZANCE A. Instailer Qualifications: Minimum 5 years experience in work of this Scction. B. Shingles: 1. Wind upiift resistance- Meet requirements af 2�10 Fiorida Building Code C. Perform work in accordance with NRCA Manual. D. Pre-Insta3lation Meetin� — Conduct a pre-instatlation meeting at the site priar to comme�lcitig work of this seciion: Require atteildance of entities directly concenied with roof installation. Agenda ��ill includc: i. Installation procedures and manufacturer's recoinmendations 2. Safety procedures 3. Coordination with installation of other v�rork ASPHALT SHINGLES 07311 — 1 of 3 , ' t ' ' ' �� ' �,� ' 1 ' , ' �I' ' CI ' ' APt108.12 Sid Lickton 4. Availability of roofing cnateriais. 5. Preparation and approval of s�ebsrrate and peiietrations �tiroogii raof. 6. Other itei��s related to successfuf execution of work E. Pre-Instal(ation Meeting: Rcgulatory Requim�ents Products mus[ conforni «�ith ihe following: 1. State of Fiorida r�.pproval — Report F. Maint�in one copy of manufacturers applicatian instrc�etions an the project site. G. Verify thai nianuiacn�rer's labe3 contains references to specified ,4,STM standards I.5 PROJECT CONDITIONS A. Do not insi��ll underllyment or sl�ingles at ambient or surface tcmperatures less than 40 degrees F or on wet substrate_ 1.6 WARRANTIES A. Furnish mamifacturcr's 50 ycar limitcd transferabte warranty. B. Provide manufacturer's 15 year wananty providing coverage against shingle discoloration daie to algae growtia. C. Provide manufacturer's I S year warranty providing coverage shingle damage due to winds tzp to 130 MPH. 1.7 MAIN�TETTANCE A. Extra Materials: ]00 sc�uare feet of extra shingles. PARTZ PRODUCTS 2.1 MANUFACTURERS A. Acceptabic Manufacturcrs: i. CertainTeed Corp. (www.certainteed.com) 2. GAF Materials Corp. (w�vw.Qaf,cocn) 3. Owens Cornin� (u�ww.owenscornin� .� cocn) 4. T�mco Roofing Products, Inc. (v_�nvw.tamko_con�) 2.2 MATERIALS A. Asphalt Shingles: Certainteed Corp. Landmark Pro Asphalt Shingles or approved ec�uilvalent Asphalt Shiiigle Irom list of acceptable manufacturers. 2.3 ACCESSORIES A. Underlayme�it: 1. Description� ASTM D1970; mininium 4t� mil thick polymer modified nsphalt l�naan�ted to slip- resistant polyethylene fiim, self ��dhering with reiease paper facing. B. Fasteners: Hv!-dip �alvanized steel nails, minimucn 3/8 incli head diameter, IOj ga�e barbed shank, length to penetrate mini�num 3I4 inch into sbeathuig. ASPHALT SHINGLES �'731 I- 2 of 3 ' ' ' ' ' ' ' � 1 ' ' C L_ � ' ' ' ' LJ ' APA 08.12 Sid Lickton C. Plastic Cen�ent: ASTM D45R(, Typc I, non ru�inii�g, hc�vy body matcrial composcd of asphatt arid oCher �ninerai ingredients_ D. ivietal FLashings: Aluminum as detailed on dra���in�s_ PART 3 E: �ECUTION 3.1 I�NST.4LL.ATION OF UNDERLAYMENT A. As Recomanended by roofing Manufactt�rer to u�eet Florida Buildir�g Praducts requirements. 32 FLASHINGS A. Drip Edges: 1. Apply drip edge ai eave with top filange direcily on deck; extend underiayment to outer face of drip edge. 2. Lap ends 2 inches minimum and seal with plastir_ cement 3_ Nail in place at 8 inches on center maximum. 4. Apply plastic cement to cover nail heads and at edge of flashings for entire length of inetal. B. Wall flashin�s: 1. Install per details on drawings. C. Oiher Flashings� 1. Weather lap ends inches minimum and seal with plastic cement. 2. Naii in place at 8 inches on center maximum. 3. Apply piastic cement to cover nail heads and aL edge of fiashings for entire length of inetat. 3.3 INSTALLATI�N O�' SHINGLES A, I�istall shingles ii► accc�rdance tivi�h m�nufacturer's instn�ctions. B_ Place shingies ul strai�izt] coursing pat�em, in straight l�orizontal lines sqvare with buiiding li��es_ C. Rernove fbrei�n matter between shingles to ensure tmiform contact. D. Cut shingles at perimeter and around penetratians. Do not usc da�naged shingles. E. Faste« stu���les along nailing guide tine through laminated porEion �vith minimum of 6 fas[eners per shingle to meet Florida Building Products requirements. F. Cap hips with manuf�ctures hips to mcct 130 MPH ��,•ind raticag.. END OF SECTION ASPHALT SHTNGI,ES �7311 - 3 of 3 , , ' ' , ' ' ' ' , , , � ' ' ' ' ' ' ..- OT�: FAB[ZIGATE FLASHINC�S TO Ft7 SLOPE AhID FASGiA ANGLE (7`(P.) .0 ��� 1 D-22-12 �,. M�SG�NRY BLOGK 5/8" 7HK. PTD STUGGO i?Y�'.) .040 ALUM. N F H C� MA50NRY PII�E GRIPS � 16" O.G. 1 1/2"�'55 SGREYVS NV si NEOPREN� WA�-,NER � 1�" O.G. UNDERLAYMEi*!T UP V`1ALL 8" SHINGLE ROOF --,_ _ UNDERLAYNtEtJT UP NtALL 8" 4 040 ,4LUM. GOUNTER�LASHtNG --U.Y IN A B�D OF ROO�ING GEh1ENT .040 AWNi. FLASNING �„ (V m 1 � I'^+� ( � 1 L✓ � 1 1"'c � L f"Z..G.. �'�V � �C�%. �Hl�IC��E ROOF (51M.) SGALE: 1 1/2" = t,-0" —�XTENp STUGGQ TYVEK 3 1/2 " DOWN ���� � —� �LASHIt�iG (TYP.) -f/8" THK. P7D. �iAND --� FINt�N STUGCA OVER PAPER BAGKED 6ALV_ YVIRE LATH OVER (2) LAYERS OF STUGGO TYYEK iT'fPJ 2X6 ST1JD5 � 24" O.G_ — .040 P.LUNl. CQEINTERFLASHIN_ G �'1 1.25" RINv SHANK NAILS � \ O.C. lTYP.) 1 1/2" 5.5. SGREY'� YV/� NEOPfZE*fE Y1A5F+ER A 12" O.G. UNDERLAYMENT� UP WALL FS" SH IIVGLE ROO� ----�� 040 ALUM. FLA5HING A'� ' i �� .� � � m � �',�t�:.�t�''�T I��`f1�t�L �,G..4"04 Fc�i� �HI�*iGL.� RC.�O�` SGALE: 1 �!�" - 1'-0" R�57ROOM/GUNGE551t�N BUILDING '�II� 1_1G�"'.T4N C.C)N��I...�X '°l'14 1�. �S�iU�.N. �V��tU� GLEA.�TER, FL.ORID� 33'i55 �, .r � c � `� ^ � [�- �r . � a +� :�, �� r ^ t � � � :�. x ¢ U� o .� N � � � � N � � -r � :u � w � N � � r `-� c v; �-. Q3 0 �� � �� � �n � r� ° Q ,, rv Qi � �- Alex Ptisko, !r.•AR00(1i966 � � 1 � ' ' SHINGLC ROOP S/8" GDX PLYWOOD YV/ H GLIPS • GEISTOM BENT PREFINlSNED .040 RLUM. DR1P EDGE 5/4 X S HARDIE TRIM BOARD RUSTIG FASGIA GUTTER PRE-ENGINEEf2�D YVOOD - R+ODF iRU�J�i @ 2'i�" O.G. P,T, SLK'G. 1X3 HARDIE BATTENS UNDERLAYM�iVT k" ! � � � ��� i , �'� m ,��� , _ - - r� w ! � �� � 3� i�� �p i __... � _ _� - ��.� � m �,_6., PAl11TED HAR.plE 1/.4" VENTED GEDARBOARD - 50FFIT PANELS - GAULK JOINTS A5 ' REGOMMENDED RY MF.NUFAGTUREtZ (TYP.) ��-4�G1� i��i,��L �2.4-02 ' �V� ��t��L� ���� 5GALE: 1 1!2" = 1'-O" ' , ' C ' , , , ' ' ' sE-�Ex��� �zoo� 5/S" GDX PLYV`i�OD W/ H GLfPS GUSTOM BENT �,•� PREFINISF+ED .040 ALUM_ DRIP EDGE ��� 1�� (Tr�.l �� � 5/4 X 10 HrLRDIE TRIM BQARD RUSTIG FP.SGIA UNDERLAYNSENT 1,Z 5�— 12 �� � PAINTED 5fh1VD ' FINtSH STUGGO � L3 NOTE: FR6RIGATE FLRSHfNGS TO FIT SLOPE AhFD FASGlA ANGLE C1YP.) / PRE-ENGiNEEfZED WOOD - ROO� TRllS5E5 � 24" O.G. N � MA50NfZY YyALL � 3° Pv� v�xT � F'.T. 2X10 '__.__.__ � PAINTED HP+RDIE 1/4" ��_b,. TtON VENTED GEDAftBOARi> SOFFIT PA1�EL5 - GAULK JOtNTS 1X3 hiARDIE BRTTENS i1YP.) A5 RECAMMENDED BY MANUPP.GTURER (TYf'.1 PAIAtTED SP.ND FI�tISH STUGC.(7 ��VS/AV+�I/ • �Na 1 / •�L �f�� 1 -o� �V! > +✓�41 t��.�.+�� �V V 1 ScA�e: � va.� = r-o�� 1 � � �.G 1 J-;��-12 RESTRQOM/GONGE55101�t BUILDiNG �II� LIGKT01�1 G4MPLEX � 14 N . 5�►TURI�I �Y�1�lU� �L�R,3NATER., PL�"r+R.iL?,� 33'f55 � �n -r � t� � .r � � � r� c U.. <f . �y CG r� u; � ^ � Y. � ¢ .. 3 � ["� � c .■ ''yl'l - U :� o t 1:� .� N W :� r' � N I�1 .x � F v � � � u � N -`y- f� E"'� p �n �,-. 0 � � o � `L -' Tq � V yl n 7 � � a° � h a� 0o r- Ales Plisko, Jr.-AROfA:�59F�G ' ' ' �/8" THK. PTf7. STUGC.O O�/ER PAPER BRGKED GALV. W1RE LftTH OVER (�) LAYERS OF STUGGO iYV�K(� STUD iCNEE wa�LL) (�.1 _ . ' � ' l__J ' 5/S" STUGGO f � MASQNRY YYALL) .040 ALUM GOUNTERFLASH fNG 45° KlGtc UNDERLAYMGNT UP WALL 8" tV •�- m iY � m REVISED 10-22-32 � ����NI�tG I��T�IL t'�2.4-C�1 SGAL� 3" = 1'- O" ' METAL BARREL TlLE - SAT'iEN L�55 INSTALLA7lON 5/8" GDX t'LYWODL7 VY/ H c,LiPS ' GO►�iT. METAL DRIP EDGE �„� P�ryER "ME1R0 ROMtIN I 1��'� . -/'� � ' ' ' ' ' ' , lJ � ry 5/4 X 10 HARDIE TRtM `n BOARD f2U5TIG �/tSGIA P.7. �>i10 PA�NTED HARDIE 1/4" T�iON — VEN'fED GED,4R.BOA�RD 50FFIT PAN�LS - GAULK JOfNT5 A5 REGOMMENDED BY MAP1llFAGTURER {TYP.) �� � 4-22-12 12 5� EXTEND 5T{JGC.O TYVEK 3 1/2 " DOWrt FLASHIN6 CfYP.) , MA50i�lRY PIN GRlPS � 16" O.G. OTE: �ABRIG,4TE FL,45HfNG5 TO FIT SLOPE AhID FASGIA ANC�LE (TYP.J ��/' / � �--Q % /� PRE-�NGINEERED WOOD - ROO� TRll55E5 CA 24" O.G. � �. t �" t^i � "' MA50NRY WALL ; _.'_ � f _. ��._ � �` t 3" PVG VENT .�----- 2,_6,. tx3 HP�RDIE BATiENS (TYP.) PAINTED SAND RE�l1�'aED 10-�2-12 FIT�EISH STUC.GO ���►�IA� I7�T�iL �2.�-C�3 SGALE: 1 t/2" = i,-O„ RESTRDOM/GONGE55101�! BUIL.L7ING ��� ������� ������ �14 i�t. �,�TURN A►V�1�tU� GLEA�RWJ��TER, FLORIDR 33?55 � �� -� ; ,,, _ ( r c. M. � : T. i � I � "a 'c � A•� � P� e.' r_ � � � �' ;�G Q - 3 � ,R� - � � c �J�� � ` c N � W J c� �p�y � FM F- d- w V Li: N _ �� « r � � 6 � ^ v � '" � a� � ��" � r- pnq cc !J a.i�x rics�:o, ��.-ax000svss ' 1 ' ' ' STANDiNG SEaM .101NT � ip'-0" O.G. PER SMAONA �OUR'(H F�31TIO1V, 19i3� PL.�4TE "Ib DETAfL .040 ALUM. GAF' FLASHENG fi'.T. 1X3 .Q50 GONT. GLEAT W/ 5.5.� FASTENER5 RT b" O.G. � CANT. 5EALANT "fr'3" TFiK. i�TD. SP.ND �INISN STUGGO OYER PAPER B�4GKED GALV. WIRE LATH OV�R (�) LA'fERS CJF STU�GC� 7YVEK (TYP ) —f2) P.T. ?Xh TOP PLATE —T,4PERED 1/2" EDGE FIBER BI�. �ELF TAPF'ING 5.5 SGfZEW YV/ ,� NEOPREN� VVA.StiER � 12" �.G. G4hIT. SEAL_AhlT EXTEND BOTH 1.1�.YERS OF 5TUGG0 TYYEiG Td TOP O� PARAPET O�: Ff�BRfGP�TE ' R�°EVi�SyED 10R-22j-��i �}��,�± /��°-� �{ 5 o E NDT A5GIA �✓� 1 � �P"t� i�T � i `t c,;,� � ��,�t I L i'�G . "'1"'� � APIGL.E (TYP. ) SG.ALE 1 7/2" = 1'- O" 4 ' SEGT. ' _. _ � � � ��� -1yK._-,_ �..a-os �- _ ! '7/8" THK. P7D. SAND - ' FIN15H STUG�A OVER PAPER SAGKED GALV. N11RE LATH OYER i2) LAYER� OF STUG�A T'YV'EK ('tYP.1 ' ' ' ' ' � , tV ' 1/2" D�N5GLA55 �Cfa STUDS � 24" O.G. tV 5EE FLASHING DETAfL --�„ m A2.4-07 METAL B,hRR�L TILE -� ry E3ATTEN LE55 � INSTALLATIOM �ry m C -(�Y m 'i/F3" THK. PTD_ SANp FINISH 5'TULGO OVER fi'APER BAGKEI� GALV. YVIRE LATH OVER C2) LAYERS OF STUGGO l'YVEK CTYP.1 SEE Fi..ASNING IIETA9L R�.4-Ol � � ^ � � � M � �- . /.--GANT STREP r" a � GER7Ail�fTEED FINLASTiG � �' � �—MpDiFIED BETUMEN a a N ROQPING SYSiEM ,� � " :t � � 3 �� t/2" D�fVS BD. OVER c1: 7APERED INSULATION �y E c ' I ..--�' � I I T� REVISED 10-22-12 �''',��'.��'�T' L��i,�� L ,�2.4-C74 ' SGALE: 1 1/2•• = 1,-O,• (SEE DETAfL 54-02 FOR STRUGTURAL DETAELS) ' � L__J ' ... � � f�ESTRODM/G4filGE5510N BUILDING ��L? LlGKTC7�1�t C.UM�''LE�C �'14 t1t. 5,�1"IJRNi ,��NU� GLEa4izY'�TER, �LC?R11�A 33155 V�=7 c a N W J r' N 'f E"' V T � W V {.t2 ^ r� � r E— o � �, 43 � 0 �� � a ° � 0 q � N p�.�� Alcx Pliskq Jr.-AROOt�5966 ' ' ' ' , � � ' ' ' ' , ' , ' ' ' ' ' METAL BARREL TILE - B,4TTEN LE55 I1J5TALLATIOIV 5!8" GDX PLYiNOOD 1W H GLIPS GONT. ?�fETAL DRIP EDGE PER "M�'fR0 RpMAN TILE" �. S/4 X 8 NA.RDIE TRIM BOARp � i RUSTIG PA.SGIA j GUTiER ,� PRE-ENGINEERED Y`lJOD ROOF TRUSSES � 24" Q.G. -...,- P.T. BLK'G. 1X3 HA !E BRTiEhtS PRI1V'i'ED WARDIE 1/4" VErlTED GEDA(2BOARD SOF�IT PANELS - GAULK JC�INTS h5 REGOMMENL�ED 6Y MANUPAGTtJRER (T(PJ �. .. � REVISED 10-22-1� ���G1� L�ET�IL �2.4-02 SGP�LE: 1 1/2" = 1'-0" 12 3� 1'-6" P?.INTED SP�ND FiN15H STUGGO L3 R�STROOM/GOKGE551UN SUILD{NG �li� LI�f�TU�I C•�?MF'LEX �71 �4 �*t . �,�i'U�.1�1 A�Y�i�iU� GL.Ef�RWf�TER, FLORED,� 33'755 � � .., _ � � M� r —.... . ,_;:.:;:; � � V � `''^ �r � � �� z� � w� X ; � � � 3 � � c ��a � J N H `� N �n � �.% w � N �! h F� o cn �.. Q3 c � � — �� � F,.� C � �� � a �_ /A , N !�Y a �'• Alex Plisko, Jr: ARP(lL�i9GG � � � � � � � � � � � � � � � � � � � CITY OF CLEARWAiER PRE-BIU MEETING StGN IIV SHEET PARKS & RECREATION DEPARTMENT PROJECT: (12-0024-PR-8j 51D LICK70N PARK- RESTROOM/PRESS BOX/CONCE5510N BUILDING DATE: MONDAY, OCTOBER 29, 2012 TIME: 1:30 - 3:00 PM LOCATION: FRANK CONYERS PARK CONFERENCE ROOM, 714 N. SATURN AVE., CLEARWATER, FL 33755 Clearwater Representative andf or Consultant Representative's Narne Print Time of Phane No., Email Address, Fax: Sign-In PHONE: i27-224-7101 1. LERQY CHtN CITY OF CLEARWATER Ernail: Leroy.Chin@myclearwater.cam 1:30 prn '. PARKS & REC. DEPT. Fax: 727-562-4825 __...______ _ PHt3NE: Ff�•�llo-$7ot ' Ernail: ,S ✓+'1,erc.r% �.Z'.�-n.y�p,3i� .�.�. �� � �, � � �/ 2.ftQ�" ' - Fax: c�-?77-7��1 PHONE: -7a„"2 � Z35+ a'LS�'�t t �" Email: , ` 3. v�Wt �'ii�,t..�d''� /+�'f'��" �,�i`�t Fax: � � ���6.f'"'t�^�G. v5 �• .21� PHONE. �E ti �.� � � `� �`p � , j �-t } Email: �:'�" "�`r� "ut:•"��Ifij-u.�'iCit?.� . �.r .;.. 4. �� 2 v' ;� a� � 0'�'t" G ti �.l t l� C...C; 4� j� ,� s,.� t u, FaX' n,_ � � �•.GU • � PHONE �� � �' � � v�� �' ` �. �.. L t''S'�f� ,�✓�L.,' �`r �i L � � i- �".� � '' - Ellldl�. � � � m+. ,�' C , � rd�, � E a� �-�'� r k_ 'tl � . ., ,t.7F'��'� � ia.� �. '��� �.� ,�°��. �a ��r��_r'° �� Fax: � ,� PHONE: �S °� �`� �._� � `� t�. �.(y� �� i�,��- #s � „�; �s;,"� ,, ,1 ���'� `���� �� EfTtal�: ��' � ' E'' + � #`;_; � `� � j. . , _. _ 1 . �`n< E' 'r.3�.. .� ,r"," . � <w. 5. �� -.� , : Fax: > � � :� `+ •-� . � `� � �� w�_ !�7 ��,�:Y�-� S�<. ic��3 � F2,.���c.�� PHONE: Qu� �� 3i `�:"c%`� .S � �' �� �A� � � � � � �,5�`�� Email• �:� ��� `: s�� . c� ..�.� �-:1. t�; �.,.t.�, � • 2 � � 7. Fax: � 1 3 � I Yj �`7 � � PHON�2?�' j� �'%���"� G 2� ~ ��'�� }-.,� � �-� Em�ii: ��� � ��- 8 � Fax: �'���6�K�%`2s��� , c�v�"\ � � // / �,%�C`',;;�''� L,. �G-:i'�'�,�.ea <.. PHONE: `% �� �., � .-• 7 r �.,i � ;� , � -� =� c ��.. - I t f,l� � ��j'' Email: Il t,��r (/��. C'�.�-1; , l� y� �:��j 9. r�% ',t'� !,r � � . ��� �aX: � Z- ` ��'S�i'- t'�.� 1 , .ir� � ' /; �i i� ..ro i"� - `.:- � , �� i,..'i,;i.� � l=�9L,. �. r �- .•j r r � e�''i .. . .. _..-� ' , MANDATURY PRE-BID CONFERENCE MEETlNG MINUTES SiD LICKTON PARK — PROJECT NO. 12-0424-PR-B Restroc�m/Precs Rox/Cnncession Ruilding �J ' � ' ' ' DatelTime: Mon�ay, October 29, 2012 �a 1:30 p.m. Meeting I,ocation: Sid Lickton Park — Frank Conyers Conr Rm 714 N. Saturn Ave. Cleanvater, Florida Condacts: City af Clearwater Project Manager: Leroy Chin, Uf�ee: 727-562-4856, Cell: 727-224-7101, E-mail: _Lerov.chin�nrvclear���ater.c�rn Consi�itants: Plisko Arehitecture P. A_, AIA — Alex Plisko Sign-tn Shee#s — This is a mandatary meetin�. Please complete the sign-in sheet legibly and completely. Copies of the Pre-bid Conference sign-in sheet wilt be co�ied and provided with addendum no. 2. A. SCOPE OF WORK: Project: SIll LICK7'UN YAKK - RESTRUOIYUYRESS �UX/CONCESSIUN Bi1ILDING P'ROJECT NO. 12-4(}24-PR-Ii Scope of Work: 1. The �vork for which proposals consists the BEiilding Generai Contract�r to provide insurance, labor, equipment, and building materiais tor new ccrnstruction of a ri�a story restroom/press ba�concession building ineludes but not limited to a_ All eonstruetion of underground �itilities to 5 foot outside lirnits of rovf cac�opy ]arze ancl beneatt� tl�e rc�of canQpy; ' b. Connections of all underground building titilities to Site Contractor's under�round utili2ies; c. Building coutractor shall be reyuired to bring in electrical service and provide conductor wiring frorn the propert_y line from Pragress Ener�y eleefical service point of connection; ' d. Provide and install grease trap including sanitary building sawer line connection to existing sanitary sE:wer line; e. Construct all «�asonry planters arou��d bui)�ing, these planter are located outside the drip liT�e of the roof cunapy. O�vner's Site Civil Contraetor shAll instatl thc drainage system and planting soil of t}�c planr.crs. , The Building Contractor is reyuired to construct all other it�ms related to the masonry planters; % Constn�ct masonry trash dumpster enclosure according to the drawings and specifications; g. Construct concrete flatwork beneath the canopy roof line to outside the building canopy support coluinns ' structure and roof line, conerete slab paving pattem and expansion/saw cut contraction _joints shall match paving patternlmedium broom finish as shown on ahe site plan this work shail be coordinated with: the Owner's concrete flatwork contractor; ' h. Construction trade works includes but not limited to: reinforced concrete footing and slabs, masc�nry, plumbing, electrica), �nechanical HVfAC system, elevator; �lazing; framin�, paintinb, finishes, millu,�ork, a«d roofi��g. ' ' , LJ ' J 2. SCHEDtJI,E The City will utilize fhe foliowing preliminary tim�table with the goal of selection. This schedule may be changed solely at the City's discretion. t�V�eti�nes�a�, Octvber 1Q,��01� — Bid Advertisement 1�1on�»r, Oetob+:r'15, 201� — Prospective Bidder may Qbtain Bid Package I4ionc3ay October 2�, 2QX2 _1:3Q -3,�t} �'lY[ �S"�' — Niandatory Pre-bid Canference — Frank Conyers Par1�: Corsf. Rm. 714 N. Saturn Ave.. Clearwater. FL Frid�y; P�oi�e�nl�er 0'�, �p;i2, l2;}?Q {P+toon) EST — Last day for qusstions by the prospective bidders an�3 anstivers. Answers to alf questions received wi11 t�e pc�sted on the City's wehsite on this date. 7'tr�crsci�y, 1.3Q PI�1 EST; N`bvember 08; �U12 — Bid Due Date and Bid O�penings, 3`d Floor, Purchasing O�ce. Municipal Services Building, l0U South Myrtie Ave., Clearwater, FL 3375b CONTIZACT PERIOD: 180 CONSECUTIVE CALENDAR DAYS , ' MANDATORY PRE-BID CONFERENCE MEETING MINUTES SIQ LICKTON PARK - PROJECT NO. 12-0824-PR-B RestronmtPrecc B�x/C't►nce�sion Building ' ' ' , ' 3. Pre-Qualification Gontractor's t�ualifications: sealea proposal �vill only be acce}�ted frotn those Co�rtractors that are currently d�ity prequalified Contractars in the constructiQn category of Commercial Buildings with a minimum �are- qualifications arnount of $850,000. 00. Contractors wantina to pre qualify to bid the project must do so two (2} �veek/ten workdays prior #o the hid opening date. 4. Bid Proposal Forans - i��ust be coanpiete. A!1 Auantities aud costs �Yiust be iilled in. Please re- ch�c}; a�ur tigures. � 5. Yroposa! Bond —]U% bid bond required. 6. (,1uestions — lliscrepancies between the drawin�s and the scope of work has be brotight to the attention of The Qwt�er/Architect and if brought up after the bid date the most stringent discrepancy shall be utilized installation of proje�ts. The Ow�ier will accept c�uestians in writing until Friday, Nuvember 2, 2012, 12:U0 (Ntrun) Eastern Time and no other questions will be accepted or answered after th�s time. Qnestion may be .�ent to �Eerov.el�inCx�;;rn��cleactivater.com. Questions and resgonses will be pos#ed oii ]lins wtiv�v.myclearwaEer.com on November 2, 2012 5:00 PM. ' 6. .Bids due dates: Thursday, 1:30 PM EST, November 08, 2012 award date to be determined. 7. Contractor awarded t}ae pcojeet witl be issued a purchase order and notified by piione call_ T'tie O�uner elec;i tu ' direct provide purchase building materials for conh-actorto provide tax saving ofta the project. 8. Pre-construction Meeting to be deter�nine, cantractor awarded contact wilt be notitied. � t). Schedule & Seyuence of Work: wil! be detern�ined by the Owner. 12. Prospective Bidders Questions Owner Responses to Bidding Packaaes 13. Adjourn Meeting ' LJ �J ' u ' , ' �I lJ � Sid Lickton Park— Mandatory Pre-Bid Meeting Questior�s & Answers 1Vlonday, October• 20, 2012 ' All questions und ans�vers nre provided to aH cuntractors bccausc cvcn though the qucstions and answers w•e addre::sed by projects the question are interrelated and son�e questions apply� to ai} #he projecis. The contractors are responsible to review al1 questi�ns and answers as though it applies to his scope of work lt i� also nated the scope of work reail at the ' pre-eanstruction nlccting is a brief description and the c�ntractor shal[ read the detailed scvPe of work and is incli.ided in this bid proposal. Last day of questions is Friday, November 2, 2012 at 12=00 Nc�on no other qt�estions w�il1 be acce�ated or answered of the posted time. ' A. SITE CIViL CONSTRUCTION 12-0024-PR-A i. Who pours the concrete arounc� the trench grate? Ans�ve��: The Cc�ncrete Flatw�rk Cc�ntractor Bi�3 Nu. 01-13 ' 2. Who does the constraction fencing/light poles? Answer: This work is under separate contracts for remaval and replacing the existing fencing of !1•ie ball fietds/backst�ops and relocating them �to th� new location. We have bads this item and waiting for awarding the ' c�ntract. Existing light poles and relocation is under Site Flectrica]JSport Fietd Lightin� Systems 12-4024-PR-C 3. �i�ho is responsible for Survcy Layout? Answer: The City is responsible for the site layout and survey ���ork for 5d% of the tayout of proposed s;pecific items: ' a. Baseballlbackstop and f'encing locations b. Foul poles c_ Alt concrete flatwork including vertica( curbs of parking area ' d. Restroom/press bo�/cor�cession builciing location e. Trash dumpster enclosure £ Dugoui location It shalt be noted the Owner �vil] �rovide a onetime stakeout of the above iter�is any additi�»al stakec�ut of ttit; sa�13e ' items the cost will be by the contractor reque�ting the additional stakeout. The site contractor will be required to provide his o�vn staking and layout of his work. The Site Contractor will be required lo installs the silt fen�;ing, temporary constn�ction chain li���. fencing and removal of'e:cisting fenc�ing. , 4. May we contract with the same sarveyor the City is using? Answ�er: Yes the any of the contractors may contract with the survey the city is using. Deuei & rlssociates Phone number: 727-822-� 151 ' S. Mny� thc sitc contractor quote far the other work of the project`.' Ansti�er_ Yes the contractor may bid any the items out for bid. �i. Will the ()wner ar.cept the aggregate of the #otal oi the items bic�ed to determine lo�v bid�ler? ' Answcr: No the Owner will not add multiple item together to determine low bidder. 7. Whase job is it to develop the As-built drawings'! Answer: Each oF the separate contractor will be required to perfonn their otvn as-huilt and submitted to the O�vner's �ngineer of Record to close out the project with SWFWMD! , 8. Will the sete contractor be responsible �'or the wheel stops on grass grade? Answrer: The bid documents show the site contractor is to provide cost for brin� the sub grade up of the� �rass parkiiag area �vhere Bahia soct can be lai�, this is t}je basc hid this includes sub �~ade stab�{ization of the asphalt , surface and grass parking areas and filling with tE�e appropriate base materials For asphalt (crush coneretep �rass parking (fi31 soil & compost 60/40 mix). The alternate items reyuest for instailation Geo Block Porous Pavement Syslern as specified. These two time and be found in the Bidders proposal. ' 9. Who installs the wheei stops? Answer: The Concrete Flat�vork Contractor (F3id No. 01-13) will install tivhcel stops. ' i� ' � � Sid Lickton Park — Maodatory Pre-Bid Mee�ting Questions c4z Ans�vers Monday, �ctober- 20, 2012 ' ' ' ' � , ' ' ll ' �I ' I� � ' � � 10. Are the wheel stops an top of grade? Answer: The site contractor shall provide the grade� as required per the contract drawings. If the Owner e�lects tp l�ave ihe ribbon curbs for the wheel siops to be installed the will be on top of tl�e ribbon curb. I1. \�iil the City have some one futl time on site to handle disputes? �Answer: The Owner will have a szte oftice at the site to resolve all issues. We feel the drawings and the sr,ope of work clearly identifies responsibiiity between various contractor's and as stated in the scope of work of the technical specifications the following: 5. Tfye Site Civil Cantractor of this project shall coardinate is work with oiher O�vner's contractors performing ather work on site. Conflicts sha}t be brouglit ta the atteniion to the O�v��er ax�d �vi11 resolve any conflicting issuf;s. 6. It is noted the Site Civil Contractor shall be required to coordinate with the Owner's Concrete Flatr���orl: & Asphalt Cc�ntracior in coordination of the sub-grades f�r concrete fiat�vork ane� asphalt surfacing. 12. Is there a way to bid asphalt contingent on receiving bid awarc� for Site Civil Cnnstructian? Answcr: No 13. Ho�v does the direct pnrchase order system w�rk? �nswer: F.ach �F the prime contractors whc� are awarded the contract for the work to be perforrned at the Sid �.ickton Park project shall have included all applicable state sales tax for all materials to be utilized :f'Qr this praject. At the pre c�nstruction meeting with the Owner �i Consultants the contractor shall be req�ired to �_rrovide the list of vendors �vhom they will be purchasing materials from. a. An ite�nized list of n�aterials cost wit}i ail applicahle state sales tax uicluded. b. Upon approval of material submittals by the consultant contractor sha11 fill out the list of materials on the Parks & Recreation Department's Request to Requisition form. e_ At a scheduled ri�eeting the Owner will ao over how to �ll out the form and the infonnation require� on the form. It will be mandatory the requisitian include the invoices from the material vendor must be sent clirectly to the contractor originating the request to reyuisition of the materiats and not sent directly to the Ci�ty even though it is stated on the purchase order. d. The City will be issuing purchase order directly to the vendor for rnaterials less the state sales tax e. The amount of the purchase order plus the sales tax wi11 be ducxcd of thc overa}1 valuc af thc purchas�s order issued to the contractor performing the work at the Sid Lickton Park. f. The Parks and Recreation I)e}�t. will track tl�e total �mount of the contract�r's contract less the direct pi �rehase order to the materia] vendors. g. This document witl be issued to the contractor of ai! expenditures af his contraei purchase order once a month at a progress meeting for the contractor's review and confirmation. h. 1"he tax savings wi11 also be tracked and ttiese funds ivi11 be place in �the cantingency line item of tl�e contractor's schedule of values. i_ If the funds not utilized in the direct purchase order to the material vendor at close out of the purchase order tlxese funds sttall 'be returnGd to t}te c�ntractor'S purchase order. j. To pay a material vendor's invoice the contractor is to receive the invoice. The material delivered. ta the contract�r shail be accompanied with a bi11 of tading or a packing s1ip. The contractor shall confiicm the rnaterial delivered matches the bill of lading or a paeking stip and signs off and retains a original eapy° in his files. When the invoice is sent from the material vendor for payment he shall can�rm the ri�o docizments match and signs off and send both documents to the Owc�er for payment. k. The Owner will verify the two documents match and will approve invoice for processing for paymer3t. 1. Any of the items listed above are not fal(owed or invoices sent tc� the Owner without verification by the contractor wil! detay thc payment to thc matcria] vendors. 14. Will it be required to do a deductive change orcier for the direct purchase order af' our contract? Answer: There is a set value of the contract awarded to the contractor based on his bid proposal for the project and a purchase order from the Owner will be sent to the co��traetor 6ased �n tl�e awarcied c�ntracted amount. The �naterial purchased is still the based on the contractor's for the direct purchase order requested and funds are not ' ' ' ' ' 15. ' 16 ' ' ' ' ' 1 , ' ' 1 ' 1 ' Sid Licklo�i Park — Mantlatory Pre-Bi�l Meeting Questions & Ans�vers Monday, October 20, 2012 coming direct(y trom contractor's company account and are provided by the City's funds for this project, Updated account of the project information is provided ta the contractor on a monthly bases and reviewed and coufrmatiun by all parties, be�fare tl�e next report is issued. At t6e enc� of the construction projeci a reconciliation meeting will be held between the Owner and the Contractor wil( be cnnductzd to confirm the accour�ting is correct. The intent is the contractor shall have received all availab}e funds (ess the contingency and any ad+iitiona) work reyuested by the Owner �ui1J come out of the contingency funds. The only tin�e a cl�ange arder is required would be we have expended more funds than is available at the award of the contract value. The cont:ingency funds belong's to the Owner As stipulated in ttle bidding docurnents and these funds �vill be retut•ncd ta the Oti�ner by clnsing out the purchase order short. VVho primes thc hase prior to installation of the asphalt surfaces far the asphalt contractor? Ans�ver: The Sitc Civil Contractor. Whai about existing utilities on site? Answer: the Contractors are responsible to call in underground locate 48 hours prior to any exeavations. All contractors shall note there are existing utilities fro�il the R. O. ptant gaing thruugl� the site. Th� Ow��er has identified the locations by sott digging of these underground utiEities by surveying them and are shown on the contract doc�rments_ The Oivner will locate these utilities for the contractor and it is the responsibilit�, of all contractors not to disturb these u#ilities. The contractors s11all soft dig thes� utilities pE�ior to excavations. Remc�vat of existing trees the Site Civil Contractor shall take extreme care when removing the tree root ,:End not pull out existing utilities. B. RESTR40MS/PRESS BOXICONCESSION BUILDINC 12-0024-PR-B 1. Who provides building pads in site worlc? A�swer: Site Civil Contractor will ciear The site and sets building pad to the right elevation beneath the building slab. 2. Is the Gco-iect► Engineer, the Site Civil Contractor? Answer: Each of the various contractor shall be required to retain a third party Geo-tec}� Engineer of his chc�ice. 3 original of the report shall he �ravided �ne each to nwner, C'onsultant and CIP file 3. Who does the asphalt testing? Answer: Each of the ��arious contractor shall be required to retain a third pariy tieo-tech Engineer of his chc>ice. 3 original of the report shall be provided one each to Ower, Consultant and CIP file �4. Ho�vv many asphalt borings regaiced .' Answer: "1'he "1'echnical Specifications describe how many is required or aceording to FDUT standards. 5. Describe scope between Building Electrical and Site Electrical Contractors? Answer: The five feet outside tl�e roof drip IiTte i5 ihe li�nits uf wurk betw�en the iwo cuntractors Huwever. a. All etectrical conduits (sleeves) for electrical service, telephoneldate, fiber optic, cable television, fire protection sprinkler backflo�v prevention deviee shall be installed by ihe Site Electrical Contractor to the property lines and i��to the eleetrical room locations as required of ihe proposed building and provide heavy duty pul( string in the conduit far utilizatian by nthers. The Building Electrica! Contractor shall be required to provide tivire conductors for the electrieal service ta demark location af Progress Energy. Coord;inatian beriveen the Bailding Electrical Contractor and progress Energy. b. Elecirical Service of #ields 6& 7 is the responsihil ity �f the Electrical Site Contractor. c. All eleetrical c�onduits for sport tighting, bullpens, bating tunnels, scoreboards data and elec#rical to b�iseball backstaps and ather site electrical items home runs into the electrical room is by the Site Ele:ctrical Cantractor. The Building ConTractor sl�al) canfirm al) site electricai is in place prior to pouring concrete building slab. d. The sport lighting panels installatian and monnting in the electrical roo�n is the responsibility of t1'►e Site Etectrical contractor and aIl other iterns required to provide a cornplete site aperable system. The B�xilding Electrical Coitiractor is responsible r�r providin�; electrical cond«its and wire conductors form the elE:�ctrical main to the sport lighting panels io mal:e them operatic�nat. , ' Sid Lickton Park — Manclatory Pre-Bid Meeting Questions & Ans�i�ers Monday, i?ctober 20, 20I2 6. Who installs electrical panels? � Answer: The Building Electrical Contractor is responsible for upstream from the �nain electrical and building electrical panels. T}�e n�ajority of the existiz�g electrical panel� of the Sport lighting sl�afl be reused ne�N sport lighting electrical panels as required is the responsibility of the Site Electrical Contractor. This inforn���tion is ' also esplained in detail of the detailed scope �uork in the Technical Specifications of the bid documents_ 7. Is the City the owner of direct purchase? Ans�ver: Yes, City is the owner of the direct purchases, however when the material is delivered ta the site and the contractor accepts the delivery it is the responsibility of the contractor's is no�v Owner of the materials and is � responsible for it deiring installa�ion and finat acc:e-ptanee of the N�ork by �he Owner_ $. Is the contractor requirec� ft� pravi�le bailder's risk insnrance? �nstiver: Yes and the City of C3carwatcr shall also be cntered on thc buildcrs insuranec policy. I� lJ ' 1 ' ' �J ' , 1 ' ' ' ' �. SITE ELECTRICAL/SPQRT FIELD LIGHTING SYSTEM 12-4024-PR-C l. ls a�eo-tech required for foundation? Answer: Yes, a ihird party geo-teeh engineer must observe the boring and the concrete light pole set in place_ An original copies of the report must be provided to the O�vner ai�d Structural Engineer 2. lloes the concrete light poles required to be re-certifieti? Answer: The 4wner's Structural Engineer has inspected all the eoncrete electrical poles and he has provided installatio�a siglae�! Sealeel drawings for the electrical contractor tc� obtai� the building per�nit. 3. Where are the locations for the poles? sAnswer: The plans have been provided shovvin� existing lacations and proposed tocations in the c:ontract documents. �l. Do the concrete poles need to be re-certified? t�nswcr: No, the concrete tight poles have been reviewed hy ihe a Stractural Engineer and confirms they are re- usea:ble and signed sealed drawing are provide by the Structural Engineer far building permits to be obta.ined by the Site Electrieal Contraetor_ 5. Who is doing demolition on existing sport lighting system? Answer: The existing sport lighting system is ��ot be demolished but are remaved and stored at the ( iwner's Nursery facility across Saturn Ave. and reinstall according to the contract documents. The scope of work states the i'ollowing: the Site Electrical Contractor to provide insurance, equipment, labor, and electrical materials for the removal & salva�e ot�e�isting sport lighting systems of seven {7) basebail fieids store at �wner's facilities, the Contractors shall reinstall salvage sport tightin� systems to the ne�v layout of Sid Lickton Park basebal] fields; battii�g tunnel sport ]igl�ting; install new bullpe» Hgl�ting fixtures utiliLi�g r;xisting concrete poles provided by Owner, new scoreboards provided by the Owner, new spoVflaod lighting f�r flag pole and park identification signage; re-lamping of all existing sporting lighting fixtures; new Musco sport lighting system mounted on existing poles pr�vided by the Ow��er; new site electrical systerns; new electrical par�iels; re- aiming of sport lighting system to meet new photometric configurations per MUSCO re-aiming ]ayout ac:cording the plans and specifications for the project. The Site Electrical Contractor shall coordinate new elsetrica) service with Progress Energy to contirm Iocation of new service. 1'he Owner's land surveyar sfia}1 stake out once all light pole locations for the ne�v baseball field layout, bullpen light poles batting tunnel lights poles, flag pole, park site identification signage, new IocAtion of electrical panel service for baseball fcld 6& 7 for tl�e Site Electrical Contracior. Any other lighting stake out rec�uirements after Owner has perfonr�ed the initial stake ou�t of the electrical site lighting systems any additional stake out shall be the responsibility of the Site Electrical Conrtractor. 5. The Site� Electrical Co��trac#o�- shall insiall exisCi�ig and new basebali eleclrical panels of fields 1-5 in th� electrital room of the proposed coneession/restroomtpress bax building. The building contractor shall install cond�aits and conductars from the from the main etectrical service panel to the sport lighting electrical panels and all ol:her site etectrical to these basebail fields. �i. The Site Flectricai C�ntractor is rec�uired t� install all site canciuits, electrical, data, tetephone, eable television 4 , ' 1 1 , ' ' 1 ' 1 1 ' ' , � 1 1 1 ' Sid Licktori Park — MaEidaiory Pre-:Bid 11-leeting Questions & Answers lti�onday, i)ctober 20, 2012 conduits from the property lines to the building service paneis as shown on the drawings accordin4t to thc specificatians and provide puit strings as necessary in the cond�its far future use by others. The Site Electrical Corltcact�r sl�all be requireei to provide electrical panels for fietds 6�. 7 and al3 other site electrical c�mponents to for a compiete operab(e electrica( system according to the dra�vings and specifications including field 1-5 and batting tunnels. ?. The Site Electricai C�ntractor shall be required to pravide all site eleetricat systems as shown on the drawri�;ngs and specifications. D. CONCRE'I'E FLA'TWOIZK & CONCRETE W�RKS O1-13 1. Who is responsible for tlae etectrical, wLo does co�duii beneath ii�e pru���sed �avin�l Answer. Site Electrical Contractor witl install site electrical prior to installation of conerete flah�ork. 2. There are phase 1 and 2 on the drawings, how wil( this affect the construction of the project? flns�ver: Chere �re tv��o phase io the project. Phase i there is unlimited access to the project site area by the contractors to perform his work. Phase 2 is the area the R. Q. plant contractor �viil use the proposed asphalt driveway access to the R. O. plant to construct and the outfields of fields 3 anc� h wil) be limited access. ';,he two retentivn p�nds will not be constructed until later part of the project. The phase 2 area wiil be required to canstruct 2 water tanks and demolished the existing water tank. It is to our understanding it will take 6 months to demolish and build the tx�o water ta�ll:. The R. O. plant is scheduled to begin the first of January 201 �, 3. Who is responsible to instail concrete slabs for dugouts? Answer: Concrete slabs of the dugouts are ineluded in Concrete flatwork Contractor's sc�pe c,f work. E. ASPHALT SURFACING 02-13 1_ Is there stripping and signage on this by the asphatt conirartor? Ansrver: No. the Owner has a blanket purchase order for this work. 2. llo �ve come in once or rivice because of the t�vo phases? 11ns�uer: The intent is for the aspha3t contractor to corne to the site once. 3. What is do you mean nzinor grading? Answer: 'I`he asphalt surfacing contractor maybe required to do leveling around storm sewer catch basins and other hard surface to make sure the 1.� inch of asphalt surfacing is provided and the proper drainage is a,chieved lo�vards ihe drainage structt�res or s�vales. F. BASEBALL DUGOUTS REMOVAL & REINSTALLATION 03-13 I`�o questions G. General Questions: �. Anything abr�ut Musco Lighting System? Answer: The Site Electrical Contractor �vill need to re-lamped all lighting fixtures 2. Does the sport site lighting need totaily removed during construction and can we place the�► in the new la�cations after they are removed? Answer: All the existing sport ligl�ting system needs to be rernoveci in its entirety and stored at the (,)Wf3�i''S Nursery Facility across Saturn Ave. The existing light concrete poles cannot be placed at their new :(ocation beeause the site need to be cleared and the sdte brought the proper elevations. 3. Do you have a t�u�lget? A�nswer: Yes, but we do not provide this information. 5 �� ' ' ' ' �I ' ' l� 1 1 �I ' ' � ' I� 11 1 ' A.43t3�NDiJM NO. 3 llA� Ell: tVo��ember ?, 2()l2 TO THE DRA�'VINGS AND PRO.IECI' IYTANUAL FC?I2: CITY t}F CLEARV4'r1TER— Parl� & Recreatic�vi llept. SID LICT(�N PARK RESTFtO�DMlPIi.ESS B(3?t/C�NCESSIO�i �3UILDIIVG PRt3.IFCT N�C?.12-fldl24-PR-B DATED: Septenaber, ?O12 PREPAR�I} B�°: FARKS ANI3 FtECR�:.4TIC�N I�IE�':�1RTl�![ENT �LtS�� AT2C:1-C1�"�C'T�.)121E ,� J, t�?��['�i�le% r��r�' . 8d�} jiR�' ��T'Fi�' �'��' CLEAR!'�`A'CE.I2. E'L(?IiIDA 33?56 CLE.Aitl�VATER, F"L 33 r�5 PI�OTYE. 727-562-4856 f'HUNE: ?'�i-4Gl-720d F'AX: 72'7-�62-442ti FAX: 727-�61-@030 TNI.�', ADi}�:�'Vi11iN7 Nfi_ 3 1� T�4i�[N(: ,�iZC'NiTF,C:fiS S[IF'Pi,F.MFN"TAi, TiR�tW11V�., d�itiT) f�1�F..�TICiNfi & AT4�4'VE�25 TC� C'k.:AXt.CFY, 131U�F'R'S PRUPO.�sAL T� F'R(?SPECTIVE Bi�DERS FOR RESTR{��MIPRESS �3�?Cl�'C}NCt�::sil()N BLIII,t3ING I'R{�JkGT N�. tii�-0024-PR-B C}F TH� �'C}1�tTRA+CT D{)CITMEI�IT� Ft}R 7'HIS 1�4'C1RK, THIS ;�l}!)E;"VCl�lIi4� cc��vs � t��`r� r-�;s �, t�.�x��� u�� N���, cu�v�rx�c: a� uc�c;u�v��ra�v � 5. �,c:�NUw�,r,ut��: ur;�:r�iri� uH a Has ,auu�,�vut;m urv mN� �RC�pas�.�, �out�. YART I PRi)JECT iViANCIAL It�rr� No, l: Archifects s�tpplen�e�a�al c�rawings clarif�eatious !. Clari�ications of drau��ing sheeis 11 "x i 7'' FP?O1 �. FP2�2 shcr�vs pipe siz��i� - 2 she�ets 2. ln bui�din� iir� stantt pipe tcy t�€; installcc3 by Site Civii Contr�etor. Buitdin� c:ontr�c€e,r zc� instail Iire �:tand pipir��, after �tuti up in the electricaUnaechai�ieal rc�c�n� lten� iYo, 2; Arehitects supplemen#al drar�•in�;s �tlarifications — 2�a�es 3. In building f►re sta��d pipe �o be installed� by Site Civil �antra�tt�r. Build'rn�; conv-actor to install fire stand pipin� af't�r -st�b up in th� electricall�t�echanical room Itcm No. 3: Qucstions �nd An�rvcrs: 1. Pleas� see attachment of t�u�stit�ns and ans�vers - 2 pa�es END ()F ATJDENllUM tVC). 3 , , , ' ' � I� ' ' ' ES-A-lnB�ilciingF��iser . Ser�.eS IBR ` a►mEs ,� TIl^�L11�C�3T1� �ISE,'IS F��e&waT�awoaxs Sizes: �1" - 10" {100 - 250mrn) �''G3tt11'f'S + Cost savrngs • Garrosion resistan# stainless st�l ' construction, type 30�t • Ease of instellat+nn �nd light weight �Ifows one person to position and handle the riser , • Minimaf site preparation; joint r�strainf �ne-piece construction reriuces time arad fabor; no missing parts, �cs leaks; eas"sly €dentifiable for approvals ' * Ineludes Test Cap and Coupier * UUFM approved * Sizes: available in 4" - 1p" , (10o-25amm) wjth variaus ' lengths to meet �i! loca! requirerr+ents • G?sir�ned tn m�et NFPA �4 20�17 Sect€on 1d.6.5 ' � � � ALNV+IR C90p 4nte�JDIP � AWWA G606 �utlet � � � 8uafd�ng R€ror � � $��€Itling peeic�eter u�alP � ° �06C�'O�'a' O ' I � ? � � c, `�.` .. I I p� R �' J �CS+ 4 � P.. � i .a�4_. ' _� "�._ ° �O1N r1 4' /i r_. a:. . Series IBR In-Buiiding Risers are used to connscf the main fire suppiy to the bui{dir�g overhead fire system. The fitting passes under the fQUnda:ition withoui joints and extends up through the floor. Providsd uvith installcction tabs, #he unit has a CIPS (Cast iron Pipe Size) coupfer for eas� canne�c- tinn to Che uncierground supp�y {AW�IifA C90� PVC and Ductile Iro�i Pipe) and industry siandard graav�d-�nd connectian (AWWA Gfi�6) an th� building side for easy G�nneCtian to the averilead fire sprinkler systern. Arnes (n-Builcling Risers are precision sngineered and manuiactured 'to prc,vide exceptional rel'sabiiity and reduce instaliation time c�x labor co� ts assc�ciate�i with fie[d assembly. In accordance with NFI�A 24-2007, tF�e UU�M ap�roved In-Buildir�� €iis�rs replace nurneraus #ittings, elbc�ws� & spaols and recfuces the passibility of ieaks or failure in compa�rison fo traditional instaliation meth�ds and materials. Faciory tested integrity er�suces ti�e I�igttest yuctlity inst�alfatic�n. Tfie use �af st�tirEiess �l�el siyr�ifi- cantiy increases the reliability and life of the riser. 'ihe wetceci surface of this product aoratacted by consunnaole water �ontains less than ona quarter ot or�e percent (t�.z5lo} of teaci by vveight. ,lab hame Job L€fcation Engineer� npprovai mm Ce ��av vr Approvai �ontractor's P.O. Na. Repr�sen�aifv�.� J�mes P�duct sp�:e0ieatior�s in U.S. cw-to?na�y un� and m�tric are apamxima`�. and are pspvid2�i fa reter�nce on(y�. For pracie;e meas�r�meraf�, VEeasas�: co�tact Atrsas Fechr�cal Servic�. Arrces reserres Cie ra�rtt in chan�e nr m�xtif�f �er�luN tle�iry�, cxenstruCtir.m, s�cificatRwcs, nt matrriate cyit�it Gw�r nr.rtire �na1 wRFm�?t ineurzirtt� 2ny d>t;92Uon ta make su^h cha�r�9es and rzwd'aEicaYurns� on Ames praducts pr2ari�usfiy or ' su�seyuentl� sdti. wew w. �mesiirew ater. ca� ' , ' , ' CJ ' ' , L1 ' , � , ' , C� u , � Specif ications In-Building Riser sha11 be installed as indicated on the �lans. Riser shall be composed af a single extended JO degree fitting of fabrica#ed 304 stainless steei tub- ing, maximum working pressure 200psi (14 bar). The fitting sha�l have a graoWed-end connectian or� the outlet jbuildinq} side and a CIPS coupler on the inlet (underground) side. The gr�oved end shall include a coup(er and cap to faeilitate testing of the underground pi�irzy. The !n-Builciiny Riser shail be an Ar'rtes Fire & Water�vorks Series I��;. <������c�r�als �it��ra�s Ff� cl�ss 192G UL H}4QA (4" -'I �") IFM UE �1111]f;Ii510Y3S — �'�`(,i�i"t�S –.,�. �--�.,�..x A 3 � � B � � � GroaveA End (Fl��ge QpGo+�a(} GIPS Cauplia�g Tie-Rssd 8racket � I _� ._�.. ,� -:,� a fuo} B in. mm m. mrn f'. cm 4 100 A'iz i 14 6 183 ii 15Q fi�lo i"08 6 183 8 20Q $`',/n 2t9 6 t83 t� 25�i 3Qai� 273 5 183 Consutt fiaetory far custom fec� dirnensians. C t� cm lbs. hg & 183 129 59 6 183 202 32 �f t2itlC���l•[�S NFPA — Designed ta allow the contractc�r fQ conform to NFPA 24-2Q07 Section 1Q.6.5: Where a riser is elose to building foundations, �rnder- ground fittings of proper desigr� and Cype shall be used tc avoid pipe jaints being lacated under the foundations_ N�PA 2�-2007, 10.1.�, 10.6.7 �1��I �c�r���c.tic���s Fit�riznntal End. Mai�� with I�a�rtilc� irr�n Pi�e anci A�i1VWA C90� Pipe (PVC Pi�e with C��rcti9� iron Pip� �r�uivalent Ci{�'s} (.I'�tE1Z+�S G3S}CE'.t COCt�Ot'iillllt,'� �O UL 'i�J� WI�II "�ock in" �asket canf'rguratic�n �� � �� � � � +tt, mon rr3. 1tu� 4 } 00 4.8 _ 122 6 15Q_ 6.9 �175 8 200 9.1 23d 10 250 fit.i 282 ��et-ti��.l �r7c1: �. �'Eeets AWWA C-6{i6 dirr�ensicsns f�r roik c�roc�ved pi�e �lleets AWWA f:-2(li class � for flanc�es �tel't1I��S Meets �1WWA C-�JU(} pressure class 2aC?, C3� 1�1 Pipe Te.itiil � Welds are 10{1°f� leak tested a# the factory � m � `i �� �. �m � � d i0o ��o0 7� 6 150 1000 i0 a 20o soo 5s � o Z�o soa ss IMP^�}F%TALNT° lnquire with r,�owemingr au#horati�es far � f�al iatst�tiatic�n re�uirerr�snfs. I���. A N1 E S .�; � r 91Mf1-2tW�� Fi1iE8cWAl'ERWpRKS �i��.�iii�[`JIF��ili��.�.�r.�'i��� �, " GERT�F�E.D 0 A Wstts tN2T�1` T�eh1�P}t�geeS Ce7rlJp�riy USA: Beakfltsw- Tflf. {9I�} �26-tJi23 + FOac: (�;i3i 928-933C3 Cc�tittoi V21ve�- T21r (713} �34a-lifi'd�i •�3� i7i3} 9�+-�FA::i Ganatia: Te�l (��i :i. ? 4��� >�a,x <k"��1 a^>2 GEi: €=�_A-€r��u±tr_f`t=;r€Pi .�r ��'iS �G� 2C'{? Atnes �irz �'J�at=_.rwo�s<r �! U � Sid Lickton Park — R'I;�ndaf�ry Pre-Bi� �4�eetin� L.�st Day for f,�uestions �c Ans��e�s Fric�ag�, t�ar eml�er 2, 2012 LJ C� J ' , ' ' ' , ' L_J ' ' ' , � ' Last ciay �it�t�c�ti��ns is Fric�a}�, Noven�ber 2, 2t?12 at I?:f30 '��c�c�n re�e �4ii1 ttc�t t�c aecepti��� aiiy' mt�re quesiic�t�s n���' c�iIl �r�e pt-o� icie a�iy mc�re res��c����e. Questic�ns antl Answers� il�er•e are na pipe sice� s#�csw� o�� �l�e Fk' c�rawin�s, please advise_ r�tasw�cr: Ciarificatic�ns of dra�vir�g slieets 1 1"xl7" FP201 �. }�F2�2 show; pipe sizin� �(�.��e see a#tachesrie��ts: 2. �'tn beia,g; tolci th�t there is a new Ft�red� �tatc,e ���hich stafes £hat the si#e c�ri�tractor rnust brin� the fire iine inside fi�e buiidin� o�e f+����t abowe �nist� #iac�r. Tl�e curre�d ��' �ra���i�g� si���vv i�e ti�°� lin+� � feet �i�tsic�� the builcii�ig. Plea�e ��ivisc�, Ans��er: Yes, y'�u are c4rrc.ct ihe 2i310 TL I3uil�ir�� �:.c�de re:quires tlic: ti�te: �.i�.ril Cc»�tractc,rta �ri��� t(ae tice: lir,e; i�t<-r �l�e �ui]ci►n�, ancl st�ib i�p for tl�e star�ci pi�e, `�F�e �3��itdi�a� C;ant:raet�r sh�ll co��nplet� ��e ���e star�� pip� f'roin �hc; s�b-u� ��� #��e Site Givil Cc�«tractc�r. 3. Sheet AS.�-01 shor�-s an electric pr��ection scr�e�n; huti+�°ever, I coulcl ��€�� tinci a spce�ficatit►n for it. I� �11is to t�€ i.r�c��iiet� iia t�re builcling base bid' ��r�s��°er� I�l�as� see sheet �au. E1.'2 —tl�e Owner will provi�fe the pr€����Cic�n screen to �be �nst��leci b�� t}�e can�E�ac�it�r� �. �S PER DI�.AWING # 13 FL]CC:T'R�CAI� RISERS , TI�IS DR4��'IN(; SHi�i�'S THE SCiiPE C}F'Va'�:�t2K FO�2'1'H�; SITE AND BUIL��11'CT CON"I'Kr��'T'i)R �C}=Y THF. S�RV[CE , I�i i`HI� C()RRE�'I''.'. �nstiver: Pre-6id q�esiaons stat�s the foilc���in�: `i'he Site Flectrical C"s�ratractor is r�c�uired to inytal9 ;;;11 site e�r7d�iits. �[ectne.al, �Ja���; tei�pl�oeie, c.r��ile te�e�°i�:ic,ri cc��3duitw �ti°csm �I�e properiy lin�s t� �he b��I�ing s�rv�ce pa�iels as sl�oti�•r at3 the dra��in€�s aecording to the s��cif�icai�or�a a��ci provide pull stri��gs as necessary in t�he c����uits ii�r lutw�� us� 1�y ���het�s. '�F�» 5ile �,IecEric�i �:<�r��racivr �1�1�1� �ie rec�uii��c3 w prc�i�i�ie �l��;trical ���€�r:�i-� C�r tie�c3s fi � i and all t�t��er �ite el�etr��cal com��onents to #�or a co�n�lete opes�ab�(e electrica� systein accordi.n�; to the dra��,�i�ig� a��c� s���:ifications is�cl�idin� fiald l-'� �nc3 t�aitin� tunn�l�,�_ F`urt[�er cl�rificati�n: flrace the coracitut is u�r ti�e b�rilding E�e �uildin� cc�i�iracta�- is resp��s�b�e t�� p�t�l 'build the e�ect�ical r�s�r aistl pui� the conc�uct��r wir� fr��n the I'r��ress En�r� service t� the ris�r ar�d th� main electrical panel 5. THF. 12 � 1fi U.G.PVC i3C?XES , u'ILL THE Cii"Y i'ItOVIllE L�C:T LUC.�TI+l7P+I tl� �3Q�FS {)�e. ARE Tt�i�Y TC? BE II�tSTALLED �.S PLA?YS SHO't�i' ? ,4nsw�r: �'he stake out ofthe pr�o�osed sp�rt li�kit:in� �c�les a� the ne�v field ����tiolls wi�t b� b�� �he {��v�tcr srirveyor tayot�t. U�'e da not believe we need to stake «ut the juncti�ns b���5 12' �x18" {t�, C. BoYes) si7�c:e c1��e}, ���-�uld be 1c��at� �t ihe bas� o�`ihe �c�rrn. �. �pe;cs �a�- metal forms for curbs may �ve use wc�o�l? A�zs�:��er: It is prefei•r�d ta use m�tal for�ns ta prever�t tl�� tinished prc�ciuct trom having r�av�s bec�us� the �;�c�od f�r�t�s ar� nat stit�'enou�h. I-Ic��ve.�er if the coi�tractrsr feel� cot�fideslt this «.�iil n�c occur t��e� is tiis c[�«ice. li� tl�e coracrete f1�tt�ork �i��ish prc�duct i� €�c�t satisfactorj� to t}�e ��}vaner fi��e ca��tractQr s��all rer��a�le ar�d repiaee ir�feric�r cc>nc.rete #iarii��c�rk. 7. ItibbUV cur�in� is catle!� as �' �vide and 1' w�i€le �vl�icli is ec�rr�ct'r t�ns���r: r�sll ribbon curbs are 6" depth x I2" ti��ide as sl�a���n on concr�te «�h�el stop cletail sheet i� o� 17; �fisr��ard call out on drativing plan5 and sectipr�s if the�� do n�t spr cify 6"depth by 12„ �vide. ' Sid Lirktt�n t'arl: —1�'lanclato�' I're-l3id 141ee#in�; ' Last Day for Quesiia�ns & Ansvvers FridaY, Nor�emhe�° 2, 2[��2 ' ' ' ' ' ' 8. 13' � 13' utility b��iidin� sl�b is it to be incl�clerl irx the si�l�e��alk n�urnber? �3.ns�a��r: �'e,s ihis t�uantit�� s1�ould t>e incittded in 21�e flat�-ork c�t�an#ity ho�i'ever it is El�e re:sF�t>1�sil�ility c�f the bi�3der tU c�iit�rrn this quai�tity as staterl in ih� bic� packa�;e. 9. �� �t�fi �iee� c:jrh arljacEant tn side�wal#� to 1� pna�rc��i integ►°a! witPu bhe si�te�•:�Ik`r ��ir�s�s�er: Nt�, tl�e t�iill p� r� c�irh is r�r,>t pc,?«r�d i��te��-�1 ���ith the sicle�r�;�lk i4'tt�ey are ��c3pac�ni t���t sLpar<�te p+���i� s. I0. 'The cira��rin�s say� �a�tin� kunn�ts by Cr�nt,°actc�r. �s the cc���c�°ete ilat w�ark �y �Carui�actQr or fiat��orl: ;�ub.? �ris�s�ep�: T`tiz. cQncrete flat�°c�t°k ct���[ractoi• �� res��i�sik�ls; f�i- p�iarii�� tt��: ccri3c���;��: slal� th�; �ratt:i��� tu�1���;� contractc�r (f�r�ce contcac;to�•) is res�c�nsible cjf c�n��ruc[in� the fe�iGin�. Nc�te� The f�nc-e cc�nt�ac��r ��nst i�i:atal� a31 t11� fene.�; �ost and all irnc�ergrUUnc� el�etrical nlust be in �,taee first �ric�r tt� ti�e cc,ncrete flat��-c�rk c�ntra4t+�r makes t}�e �crnere.tc. �c�urs. 11. There arc mc� �D� mats sht�wn at the han�iica�s }'arkin�. Are we t� incliade �I).� rraats iy� our si€iewa3l`.•: numi�er? Arisiver: A.t this Eime the cor�cr�te f`(at���ork cflatrei�tc�r dnes ��flt need ic� inci�ade .�ki7�0 �t�ats. T}�e cc�nc�cete side�i�alks �c3j�cent z� tt�� handiea� �arkiny stafl, are t7ush ci�rhs �it}� as�ihalt s�lrf�ce st� F�C)A rnats ��nuld ri«t be rtcc��ssar�. If �w•e rt�ed a�t}� vti�� wil] �iave th� stci�in� coartraator instaii thenx. � �2. Is a geo-�ect� r+e���ir�cl 9'or faundat�+nn'' �ns��•er: Tl�is wa� tl�e respi��_se c�r7 pre��ic3us a�c��r�d�i�r�. '�'�:�s, a th�rd �art}� ���-te�ft e��ar3���r rn�a�t obsera� �t}�e t�c�r€n� arad [he c4r�eret� li�ht p�ie set i�a }�t x�e. �7�-i�inal co�i�es of t�e r�port n��ist be prn��idet� tQ t��� O��=rkcr an�[ ' Str�ac:tural �rzgineer Tl�e r��•is�d r�spc�nse is; R=o a g�o-tech e��in�er is nc�t reqtrir� for tl�t fa��nci��ic�n so 1e���� as tt�� li�l�t po.f�s ar� i��stall�d a�;ci�r�in�; t�� the si�n�� sealed stz-uctu�-�1 ����i���eerir�� cir���o�inns. ' �i�d of Qucstio�s nnd r�nswers , , �' I'� ' � lJ �' ��.J � , ' ' ' ,�nt��:vr�t;�� tii�. a I�.aTE[�; �ic�F-et7a�er Z.?�)t°? "t`t3 "T"H� Utt.�i;41'_VG�.�I�l� I'R(?JEt°E' 1I.�'�,[::�L F�4:.}i�: (:'11'Y C?i� £:t�E���4'4•':A`[`EIt • �':�ri��.� iirc�res�ticau TieE�t. <`s�r� LI(`lr`(}I�i� I'n�2iw ElL'�tAi\li}J?M�,r`l?Ili`�_�4'� #�(��1(,��}t'6�. A:..",\:'Se�)�i U�:iLI)7f\'�.a i}z��k��:�c;�' ?v1�. �.�t��?a-F'�t-�i ' r3 a t'�° ��: ��E�r�#a�t�� r, �+.�� � ���a�',�;'d.���`�����: �r�.�..�1°4�l�����i����',��ii(}�{��',��:����.i'��';�,�. � {}fE 4. '1�� � iz � �,� .� 4' E'.. � c � ������r�������. F�����x���� ��,�c ��it�°��.. °�W�-��,�-ax:�� F�:��. "°2"°-iCi'Z--�tt2*_+ t 1 ' 1 ' ' ' , ' � ' � i ���<��e�S{) e��# ��'�� � �,C_� � i ���', �;�►�� r}��r:�� �;� ���r:r +� t �,.e�z��;��r�� �, �'t., W� ���; i'1-!t)NF�;: ?°-4tt�-?*4N1 F 1:�: ;>"...tt:l-C►t)w��s `C�i�'� :#�?t3E_1di131 i4� Nf�. �1 t4 �+,'�1 !�'Yi: �Xi�[�'t1i1F�C:i �, �t;��'�.&.ibtE"'��i��F 1tFt;"ti�i=�S:ti 4F1_i�'.'^+i�E)�i4 � :�,�,'4V4i ft4 i�i�i ELs�Ft1I'�', E31[�Li[+;V�'�; }'ft€)�'(i��,1� T(� F'R(}tii�EC7'i1`� E�IL)[�1�F2�; �£.)ft !21`±"T'R()(��►1'F'1tF:�+`� �#�:)�..'t'4)'�( f ti'�if�� t��1�t.t)��cr �i�()e��.c,i ;'�i��. �it►-��1«�-r`tz-� �}�' ���� �c);''a��u:ac'.�. �(.l'��r;,�`t�,ltii`: �f�� �i��� ��"()���i„ �F'�s.'� :1r)t}�'_�I�$��n`7 �c�err��r��tt���i�� F� N���.�� c��� �t���r_ c:t.s�v����.�.<�r tx»'t. ��r:����:�. _�e:�.��.►�vt.�,t�t�w: ►t�,i- �.it���� c:�t � t���, ��t���r.�v���:�w� ��r� `r`��: ��c►rc����. �t-��r��. �&:��a`� � �r�c��rr��� ��.���t$:�t: lie�n N�t. E::\r-�t��t�t�t"4�i�����lerr�e��C<al�i�°�,�}ir��;s ]. m(}{p�; �-}ttsit#rt �t�ztutc.; 1tjC li�'t p�'ea::€�tictr; :tftu i ijt�tr�s� _' ��a� ts " ' � � . � � � __ ��'ifPY4.�t.!�&'.'�"�.}c",;3. -� � �I.:;I,Yi. .��;�:'h it:;?@� . �:Yr i.t�-t��_�?_,P3_.?�::I �.���Ei�Ci7: �..+_`�._...T.;?' ...� �.r.,� '!L� �t ��;°Sf�.�t � �l'ai�k lte€a� M1l�,. :: 4�tw��tiafnti �ttct .�,tt�k+e�r�;: I . �'Ic Etsc �s� ,rtitt� 1��7�er3t +,i ���ac°stii:�tt, ��3ici �t�i �ae�r;; _ i }�;��;� I'NU i�F' A�[�I�:N�IJM1'i "�;(i. �t 0 � ' ' ' ' t ' ' ' ' 1 ' ' �ti��i�ti�i�� f�;. {.'f)�"1.5'�1�LI�St"7I� :'�i'4�'i?�% `.'i�zi$C1tC4 . >fJ�j��'`..,:'(���f� 9'�_ ('eiCEl{lZl ,r'>�) : {�iI1�iFH� �1�11ti�iliif' �:l�;i'. � �� <' �e%�� t Y�:af'� ��IC�;; Ci� �'��E' �»�3Ct�� �'�i��.lC�.� ���1�:�1$:�'� 7i�te °���I! C.;�a3-3i:�.r f��3 'wi�v.� Et��ir� �t����;et:: ?����A��.� ���� ��.�-���.�,i��ra ���. ���i"��� �i33.�3� R�u�r�€r��r�ts f�r f�sGafl�ti�ar�, i��sg��cfii�sn. �r�<f gr��it�tr�r�a��c.� cai f�r� p��°�yt�ctic�r4 sy�Y�rr�sr : ,1 � it�e r�ec}uir�rn����s �{ar ansL�[t�►tir,r' ut fiire ��ttrt�t€�ra syst�r��s �r� �s tct�c���s; ��i Guntr�ctcs�s 4>t fe��° ��rt�t� C.��r� s�rsfi�r�as ,t��lt i��� c�:�afic�€" ur���r s, .ti.;i�<��f. it�} �r.�c��K�n��s�t: ��,�i� �a� iist�ci by � f��[.i�,naEt�� e�c:c�w�i��ci ���tii�e� i�L+¢�atcry, s�t�h ,�s !���c§�r�4 ��;�r� L��S�rat�r��s, inc.; �+° �`�ct�asy �ut��ra� [.ak�t����at�sri€: ;. Ir�c,; �r �P�zalt ���rrEply �th nati�n�tl�,� Kx�c��t���� stanclar��i�� I.h� �t�t� t°ir� Marst��l ��k� ����s�t t�� ��t� ��rc��r�d�zr�e� f`<sr ��ter�rrai��in� v��,�ch�r° �� ta�°�r�ti�r°y �s nati�r�atty recv����i��> t�ak{r�� into �c=���.f�t tt�:> tab�Jr�t���t's #�c�#�it��s, �rc���d�����s, u�e �f nat�nr�<�t[� �°���at���f s��rs�af�5, ��racl ����� �y�l�er cr�it�=r�� ri°a�e�,����i?iy ��lc��ta�t�;f t��,t r��c�s ar, �t��car-t��� ��tr�rrs,R;���1f�r�. �c} �qutp�r��r�t st�iati i>� �r��e.�atl�i� �rs ��c.r�csect��r=�;� ��tcls tt�� ���k{�:4��1r s�a�s����s ut �3�e ;;�t:i'�s��� �-ir�: Prc�i��tion A��c��;i�ti�rt ���sc3 tt�+� ��nantsfa�:c�a��wr's s��.ific�t€c��a, (�) ���h �i�€u� <�� ec�«i�.�r�letat su��ti�c� sh�al3 E�a.� �uara��t�.�er� ft�sr a�rix� ot 1 y�a�- ag�inst ��:f�t� irs r�at�ri�� �ar �4�er°aE:�c�i�s. {e� 7he �rrtateaei+�r shatt furk�isia tt�� u��r wiit� ���r��ir�g �ns#.r�u�:tio�-�s f�r att �taipn��ni ir�st� tt���; tcs��th�r uvith � e#ia�s-�rr� c�� it�� fir�at ir�stak(atic�n. , �2} E�uipm�� s��Et b� �nsp�.t�d, �r-����, �r�d s�raintair�c�ci tr� ����rci�n�� wit�� t�� �ra���f�ttt�F�€�r'� nt�interaar�c� pracedur�s �r� wiEh a{apiicat�t� �Jakia��t ���'� Pr+���c:tic�r� Assc�iat�r�n st�nd�rcis. Tiae� ir�s�r_t�orr raf f�r� �ir�t�r�i€�n sy�tc�r�~�s sh�Et i�� cYe��t��.�iwtc�r4 t��� a c�rtific�te�t-�der �r E��al�i�r €sf ���r€��ai� � is5ued by �i�� �t;��e �ir-� #vl�r�al. Tt�� ��rr�€�iirr�l�I�r ���y ��r��r�ra ie�s���fif��� €�n f�r� ��t�ct���� sy�t���s ra�i� wt�i�i� en��i�c��ed �y the a��rtitic�t��r��r. Th�s s�tid�n cicr�s rg�t �ar��i�bit t�t� �a�l�c�rii}o ��cavirt� a�r°�st�i�ti�ta c�€ ir�sur���c� c�t��s�t�y re�r°�s�.�?a��i�vr�� fir��rh� sr°�i�ri��� �.�� �y�t�rt� in ac�cr�arac.� v.it,�� ' �cc���a�1� e.>v+�r�i�F�� ;���el��cl:�. 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' �"���1 ��t"t��rsc°�;�iurt� �at�ct .r�a�y:r���c-� � , LJ � ' ' ' ' �� �e ' ' ' ' , ' , ' ' ' ' 1 1 , � 1 , ' :iT)�FNDtIh�� N(1. 5 [};�TED: N�rr•�mtjer fi. ?()12 TO `�HE DRAtiVINGS AP�'ll PRC?JEC:�I' M..�]�I.JAt. �'C)4?: CTT}' 4F CL,EARWAT�R A Parks �� �2e�reatic�n �epf. SID I.I�TOIV PARK RES`['�t717M/PR�SS B+[7�IC�?NCESSIQN BLTILI?IN(�; I'ItOJ GCT N�O. l 2-Q024-PR-B QATFD: Se�a#enmber, 2412 PREP:�REI? BY: �',��tKS Al�� REt;RE,�TItJI� ��PA�TME,NT PL:ISKC3 ARC}ilTF("�`t.�EtL �00 S. 1�ii'Ft'TLE AVE. 8f�[} DKiE'4% STftE�T CLEARV4'A"["�:R, FLCiI2:IJI�A 3375fi CLEAI2 WATE[t, FL 337�� PI-3ONE. 7Z7-�62-�f356 �'H�NE: `727-461-"12l}ii FAX: 7Z7-562-4i325 F,+�k: i27»�161-�1�3i3 "i'F-il� AT?TiFi'�T31IM Nn. :5 I�; 14fii)1tV�: �11), Pi�,i2�'�?R{41�iRt'� ANTD F',4'YT�'��°l"ti'1" 1�tlNil�; �.�T`F:�Iii�"F"C�C3it[ �"}F RiTI T),47'F: TCl C�..A�RIF'Y, BIDi?ER'S PROf'OS.�L T(} PROSPECTIVE BIDQERS F�.?It RESTROOMIPRESS B�X/CO?VCE:SSI+TJ►N BUII,DING I'ROJECT NC1. 00-0024-�`R-� OF TNE CO?+iTRAC:T Df}ClI1VIENTS FOR THIS WORK, 'iHIS 4D1?E.14�ti1+� CtIN�'1'I'I'tI"t�k:S A YAIt`l (3N"!'klk: C[J�"E F�AC;'1` llUC:l.�i�2�;1V'1'�. AC:KNt3WL�llt��; lt�C:�;IF''I' i3F' "1'til9 ,�t)Li�;.IV1}I;J�Yi UN Ti-�E PR�F'+C3SAL F1'?1tM. i'AR`P i PItCi.)�CT M.�tNCIAL Item Na, i: C3id I3ue I)ate E�2endec� tc� t(};3Q:0t} Atvi o�a b'Vec�n�sda�s, IYn��ember 1�, 2it12 �icm i�,Fo. 2. Bid, I'crfQrmancc anc3 Pay'mcn# Bcrnci in �•c%rc:nrc �o Sitc �:'i�vil �onsfruct°ran �rc��pcci Nc�. ���O�D2�-lf'R-?n and SITE ELECTRICALI51'C}RT FIELU LIG:HTINt� SYSTE;VI PRCJJE�T NQ.12-40�4-PR-C' l. Further revie��v by City of Clearr�vr�ter -�Leg�l L}ept. it u�as de�rminect b�ed on 5ectio�n 2�>.45 Flor�id� Skatues c�t�l�� �,r�vides lee���ay fc�r a lacal goti�e:r�aixient er�tity� ta exem�t the bid, Payment ancI performanee bon� requir�it�tnts, if thc contr�r,t is far $2�0,000.�0 or les�. F3asecl on the le�al clari�catic�n si�ould the Biddzr's Prapc�sai is anar� th��r� �24Q,Ot30.00 fc�r rhis project Site Civil a�nd Site El�ctricaI Cantractors must provide a bid boncl �i�itla his bid and a�a}-n�ent/perfarmancw bancl should hic�'hc:r comr�nv }?f: ����hrric:ct the p�-ojPCt hy ihe C'ity ('ouncil �nd is his bid is €>ver ,��?.0�,()b(i.(li) ncr.nrdin¢ fo Phe <�r>ntra,rt documents� 2, ln adrlenc�um se�lt to Site Civi1 Centracto� a�� Froject i�Ic�. 1'�-OQ24-PR-A ar�d t�r Site Elec�rical Cot�tractor Prc�ject �Io. 12-Q024-FR-C may �t cc�ntacting }�c�u zn assisting in vbtaining a bicl b�nd and perfc�rmance/payrra�ni f�ond to p�rfvrm the work at [l�e Sit3 Li�;ktcai�i Park y�� a�e uECde�- �iu ubli�,a€iusE ii� as�i�tii�g i�ie��t. Howev�t� �f ��`ou c�o cl�oose to �assist one c�f thes� contraetor it is assumed yc�u w�ouid inelude ycrur proft�'overh�ad ar��i the c€�st for providing the Performance anci Pa�n�ent F3�ndin� for the saic3 contractc�r. 7'l�e Site CiFil. Site Electrx�ca! and Building I'roposals shall be se�arate Bidder's Proposal far the Project Ne, 12-OQ2=t-PR-A Site Civil Corist�ruetian> Prop�sai Project I�dc�. l2-OQ��-PR-C ftir the SIT� ELE+C;TRICALfSPORT FIEI:T) I�ICsF-ITFT�IG SYSTEM S,.«�d nc�t includ�ci �vith E�eneral Cantrr�ctc�r's propUSal fc�r I'ROJ�CT NO. i2-Ot?24-PR.-B �2.ESTROt�M:rPRESS BC3XICONC`ESSIOAI E3t€ILl7IiVG 3. Site +Civii and Site Electrical Cnntractors �,vhn attended the Mandatory Pre i�id Gt�nference is attachzd that are allUw�;d to bici oa the proje:ct. 2 pages for site civil ��•ork and i page for site etec.trical work ���� Q� at�.���vnv�t r�4, s � � � � � � � � � � � � � � � � � � � , CI�'1' �� CL£AR1+VA"T�R - #�'RE-61[7 MEETi(Vta SICf'� IRi SHEET PARKS & R�GR�ATIt�I�t CaEPA#t�'I1l�EtVT PROJE�°t`: �12-C1024-PR-�i) S!t? 9,ICKTt�h� Pl�RK - Sli'E CC?NS7RilCT[C�lu �� C3ATE. NlONDAY, rJCTC►BER �3, 2ii12 TiME� 1:30- �•.Oi� PfVi ��iGATIt�N: FRANK C�rilYERS P�RK CC>N�ERENC� R�SbM� 714 N. S,4TURiV AV�., C:L�ARWATER, FL 33755 ._�learwater Represen#atiue �nd/ar Ca�_,, _.�.. �_� . __.... . _._.__ _ . ___.__ _ _. —__� ___�.___._�_ _ _��� nsultant Representativ�'s Name Print I iirrre of-- ; P�rone (�o,, Email Address, Fax: Sign-In _ _.�___ ...�. �.. _ r �._ �.._____ _ _ _ . ....�.� �: .�, _�... _ _ �_.. e w..__ .. _ _ m _ € , PNCiNE� 727-224-r1t�1 � 1. LERQY CHIi� +C[TY C�F CIEARWAiE� Emaif: Leroy.Chin@mycf�ar�nr�ter.cc+m 1:30 pm � f PARKS �#tEC. DEP7. Fax: 72?-56Z-4825 � :._�. _._.�. _._. wm. _._.. m� _. __.. ' PI�O[�1 E' � Z.�$ �.._ � �7 � - " �� � 2.�` � _ . ,. � , v. � Y� �' t� ! E, �` � � �` }( �' � ,� �s t � � �., � Ert�ail �:� �, � � k � � � �r�� ,ri �51�i.U�����-. 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SEE SHEET FP101 FOR CONNECiION TO NEW T�' SIAAI6E FDC� 9iE UTILRIES CANTRACTOR IS RESPONSIBLE FOR COMPLEfING THE UNOERGRWND PIPE INSTAllA710N TO AN ABOVE GROUND CONNECTION FlANGE WITHIN THE BUILDING AT 12' AFF. � �� � � � GENERAL NOTES: 1. 9iAfIGH RPE 4ZES ARE I" UNIbS NOTE� OiHQ2WI5E. � : _ .� ,_ _ __ �,/ . � , _ ,_ __ ___ , �,, � ii ii � , �� � �� � '� ;' � / ii � ii ii �� --- - _ __... __. _.... _ . ...... ....... - --- _ .._. .._.. __ _ _.. ._. - -- --. .. _ _� /� / i i _ � ��.... � . ___ . ___. . _ ___ _ ___ _- -, �- -- -- -- - --- . / � j" i i : : . I . . ,. : i i �.: __.,_r _..,.. __ �— ' _ � - _""'_ ___--' _ T-_��— ,..:.- �, .-. . ` _ ' I . i ____. _... n.,� _ _ .' � - . ' I � ' � I -...� ' ___— . i , i II I I�'.: � ' . i i ,-:y � i I � i ' I IIF� ...: `� , ' � � i I /� i i �, I I� _ ; ( _ - i _ � ��-' Q LJ � i i ' f a�L RECESSFD PENDANT J' � i I _ .. . � . - _ I SPRINKLER (iYPICALJJ . � I I ... _ . � . I i I -- _-�- . I UPRIGHT SPRINKLER i i HEAO IN ATTIC (tvPicu) � � ''� I FL00[{ CONTROL � I � � , i i ,, I I,. .. - EAIBtt`—'_.: �I �. i i � .l.__ " �'�3- �� 3 3 ' i i �. i i �. I ]y�p. Ue O I. 3 1�4� 3 1Yz• �ki• _'_ I I 3 i I � 3 0 ; : _i_. • - I 114� i '' i i � 3___. _L::- ::_� � �� . ,�. . - - _ i i , I , .. ._... � ' .- . . : i i '' ' ^ - O `-' O`-' 3 �. ''. � 3 3 114� lJ 3 114� 3 174� t''. . i i ', ". I ' 3 _ 3 �• i i . . . ; � _ �� � ' ,�- , z° :: —_-,x• i ,n• ,n• v�� � �. I 3 ��. I 3 . 3 3 3 �, i � ,. ,. ' ' / �. . ��.. ''. i i i , , � ', � f ,; .,; i I „ �� � f 3 I�, r- _- ' ; . .: _ ,_ o : �, I , ,x� ; _. , _ _ . , ,_, ' I � �I O O O . . -, ___ ��. `,; _ ,� +� — -s ,� � - - � � ��� I— — � ` �4, � - 'a : - II II _ ... i , - � ; , �, ��, ��, i . i _ _ ' ih` " 3 3 . 3 ', i � , I, �� I . � - i � I I il 11i" � , � �_ �. } F / .. ,. � � �' ., , � � , ; ,. � � il � \ _ ' � � , ,' � i , . � � h_ _ -- i ' I � - . O O'�-- O O'�-- O ' � I� 4 � � , � , �� I� _ _ _ __ _ � � __ �� ' I - �_ i � . ; _ ` _ ' _ �;; . . � , : - - � < ,. 1� � __ _ __ �__ � _ __ _ � I�� / �� � � , . - :-- -- - � i _ _ _ _ __ ��__ _ _____ 2ND FLOOR FIRE PROTECTI PLAf� �NORTH SCALE- 1/4" = 1'-0" � , � 0 „-z-,� �10-19-12 G, ,0-2-,2 -i�-i # AA C 000813 02012 Q m a� G.1 �F a O � y� o �. a _ UW �p � a w U � � �'�' F X V � � Q F o rn o �3 Y `� � � a � O a° � rirlri ��� C� LiJ zX��n o w z �n m � >''� o��° �UZ� � UZ�� °OQw � �Q .� °°JZQ ���w w(n�-v I � � � ♦ ❑ ADDENDUM NO. l DATED: October l5, 2012 TO THE DRAWINGS AND PROJECT MANUAL FOR: C1TY OF CLEARWATER — Parks & Rccreation Dept. S1D LICTON PARK SITE ELECI'RICAL/SPORT FIELD LIGHTING SYSTEM PROJECT NtJ. 12-0024-PR-C DATED: September, 2012 PREPARED BY: PARKS AND RECREATION DEPARTMENT I00 S. MYRTLE AVE. CLEARWATER, FLORIDA 33756 PNONE: '727-562-4856 FAX: 727-562-4825 PL[SKO ARCHITECTURE 800 DREW STREET CLEARWATER, FL 33755 PHONE: 727-461-720Q FAX: 727-461-a030 THIS ADDE3VDUM NO. 1 1S ISSUINC SECTION I ADVERTISEMENT OF BIDS & NOTICE TO CONTRACTOR TO CLAKIFY, BIDDER'S PROPOSAL TO PROSPECTIVE BIDDERS FOR SITE ELECTRCIAI.lSPORT LIGHTING SYSTEM PROJECT NO. 00-0024PR-C OF THE CONTRACT DOCU1'VtENTS FOR TH1S WnRK, THIS ADDENDUM CONSTITUTES A PART OF THE CONTRACT DOCUMENTS. AGKNOWLEDGE RECE[PT OF TH1S ADDENDUM ON THE PROPOSAL FORM. PART i PROJECT MANUAL ltcm No. 1: Scction I l. Advertisement of Bids & Notice to Contractars — i page 2. Contractor's qualifications wording see attachment ENB OF ADDGNDUM NO. 1 � :��3�iE!'�;3:?��tl't i�i4}. � -tl('['i)D31�:4� i�, '4)i`� SECT[ON i ADVERT[SEMENT FOR BIDS & NOTICE T� CONTRACTORS Sln 1.iCKT�N PARK- SITE ELECTRICAEJSPORTS FIELD LICHTINC SYSTEMS PROJECT NO. 12-0024PR-C CLEARWATER, FLORIDA Copics of the Contract Documents and Plans for this Project are available for inspection and/or purchase by prospective bidders at the City of Clearwater's t'!an Koom - website address� d��o��ce �i�+,,C'le.a�v+���t�r.co����`cit���rc�iects, ON Mondav, October I5, 2012, untii no later d�an close of business three (3} days preceding the bid opening. Nrice of Contract Documents and Plans, as indicated on the website, reflects reproduction cost only. Scope oi Work: The City of Clearwater (hereinaRer "Owner"}, I'lorida, is seeking bid proposals from Site Electrical Contractor to provide insurance, equipment, labor, and electric�l materials Por the removal & salvage of existing sport IighEing systems of seven (7) baceball fields storc at Owner's facilities, the Contractors shalt reinstall salvage sport lighting systems en the new IHyout of Sid I,ickion Park b�seball fields; b�tting tunnel sport lighting; inst�Il new bullpen lighiiog fixtures utilizins existing concrete poles provided by Owner, new scoreboards prnvided by the Owner, new spodflood )ighting f'or ftag pole and park identificntion signage; rc-lamping of all cxisting sporting lighting tixtures; new Musco sport lighting system mountcd on cxisting poles providcd by the Owner; new site e(ectrical systems; new electrical patiels; re-aiming v(�purt lig}lling syslcm tv meet new photometric cunfigurdtions per MUSCO rc-aiming layout rlccording the plans and specifications tor the project. 7'hc Site Elcctrieal Contractor shall coordinatc new electrical service with Progress [;nergy to confirm location of new scrvice. 7 he Site Elcctrical Contractor is to verify all quantities as required on the drawings and specifications. The scope of work is a lump sum contract; there will he no additional funds provided by die O�vner for missing quantitics or additional costs necessary ro perform the electrical works for after the Site f;lectrical Contractor his submitted their bid hascd on the drawings a�id specitications during the bidding process. "Che O+vner has elected to �rovide direct purchase orders for materials to the Site Electrical Contractnr's materi�l vendars in having state sales ttix saving for this project. 7'hc Owner �vill provide a purchase order to the various material vendors for the Site �IecUical Contractor in providing e;lectricz�l and miscellaneous matcri�ls to construct the canstruct the site elecUical and sport lighting systems for this project as shown on the druwings and spccificatians of this projcct. 'I�hc successfu] bidder shall at thc prcconstruction mecting providc his inaterial vendors in providing ihe electrical materials tor the project. The succcssful biddcr shatl be inclu�ed in Q�e material vendar's bill of yuantities and dollar amounts which shall include all apptic�ble state sales ta�c fvr materials required for this project. The Owner will develop purchase orde�s for the Site Electrical Contracror's material vendors for the electrical materials less the state sales tnx. Mandatory Pre-Bid Conference for all prospectrve bidders wilt be I�eld an 1:30 PM, Moaday, October 29, 2012 aE Frs�nk Conyers Park Coaf. Rm. 714 1�1. Saturn Ave., Clearwater, FL 33755 Kepresentatives of the (?wner and Consulting Architect g Engineer will be present to discuss this Project. Sealed proposals will be received by the Purchasing Manager, at the Purchasing Office, loeated at the Municipal Se�-vices Bldg., l00 5. Myrtle Ave., 3"' Floor, Clearwater, Florida 33756-5520, until 1:30 P.M. on Thursday, lYvvember, 08, 2012, and publicly opened and read at that ho��r and place for 51.D LICKTON PARK- SITE ELECTR[CALISPORTS FIELD LIGHTING SYSTEMS - PRt3JECT NO.12-0024-PR-C A complete bidders package containing plans, speciTications, bond forms, contract form, affidavits and proposal form is available to the general public (Contractnrs, Sub-contractors, suppliers, vendnrs, etc.) for revie�v and purchase. However, sealed proposals will only be accepted from those Contractors that are currently City pre-qu�iFed Elech-ical Contractors with the Engineering Department or has previously contractecl witte Parks 8c Recreati��n Departrnent and has a minimum of 5 years experience in similar the construction cat�gory pf �iit�: ���� tric7� +.� [�����i�aii '� �:�rt ��`ietc� t.�r�€�tir� s�vti€�e��� with a minimum pre-qualitication or simi lar size project in the amount of �300,�00.00. Contractors wanting to prc-qualify to bid this project must do by lillin� out attachment in bid UI'OpOS�I referencing vf five (5) references with project name, value of project, contact persan, address, phone nwnber, fax number and e-mail address submitted along with bid proposal on the bid opening date. Bid bund is requind; contractor must hofd his bid for a minimum of ninety days from date of bid apening. The right is reserved by the City Managcr of thc City of Ctcunvatcr, Florida to reject any or al ( bids. "I'he City of Clearwater, Florida Michael Munay, Purchasing Man�ager (727) 562-4633 AddendumNo 1 Sectionl[IjIQ-QQ24-PR-c.�ioc Page i of 1 7/23/2012 � ADllENDUM NO. 2 Df1TED: October 30, 2012 TU THE DRAWIIYGS AND YKOJECT 1�1ANUAL FOR: CITY OF CLEARWATER — Parks & Recreatio�� Dept. — SID LICTON PARK Si7'� �:LEL`1'Rtt'AL/SYUKT FIELD LIGNTING SYSTEM PROJECT NO. 12-0024;PR-C — DATED: Septemuer, 2012 PREPARED BY: PARKS ANI3 RECRT,ATIt?tY il[;F'ARTMENT PLISKO ARCIIIT�CTEIRE l00 S.:MYRTLE AVE. S00 DREW STREET — CLEARWATER, FLORIllA 33?56 CLEARWATER, FL 33755 PHONE: 727-562-4l356 PHONE; 727-A6i-7200 FAX: 727-562-4825 FAX: '727-461-(F030 � TH1S ADDENDUM NO. 2 1S ISSUED FOR WITH SIGN TN SHEET, MEETING 1VIINUTE.S, QUESTIONS AND AN.3WERS TO CLAR:IEY, T(? PROSPECTIVE BIDDERS FOR SITE ELECTRCIAL/SPORT LIGHTING SYSTEM PROJECT 1VC1. 00- 0024-PR-C OF THE CONTRACT DOCUMFNTS FOR THIS WORK, THIS ADDENDUM CE7IV�STiTUTES A PPf,RT OF � THE CONTRACT DOCUMENTS. ACKi�OWLFDGE RECEI}'T OF THIS ADD�NDU'M ON TNE PRnP+bSAL FC13EtM. PAR'I' l l'KOJE;CI' MANUAL � Item Nv. 1: Sign in Sheef 1 page Item No. 2 Prc Bid Meeting Minutes 2 pages i Item No. 3. Qaestions and Answers 5 page 1. Last day for questio« Friday, Nov. 2, 2U 12 aT 12:OQ Noon, no other questions qr ansr���rs wilt be accepted after this posted Yime. � END OF ADDENDUM NO. 2 J � � � � � � � � � ` � � � 1 I � � i CITY OF CLEARWATER PRE-BID MEETING SEGN IN SHEET PARKS & RECREATION DEPARTMENT PROJECf: (12-0024-PR-C} SID LICKTON RARK— SITE EtECTRICALjSPORTS FIELD IIGHTING QATE: MONDAY, OG70BER 29, 2012 T1ME: 1:30 — 3:00 PM LCiCATIdN: FRANK CONYERS PARK CONFERENCE ROQM, 714 N. SATURN AVE., CLEARWATER, FI. 33755 Clearwater Representative andJor Consultant Representative's Name Prin# Time of Phone No., Emaii Add�ess, Fax: 5ign-In PHQNE: 727-224-7101� � 1. LEROY CHIN CITY OF CLEARWATER Email: Leroy.Cnin@myciearwater.com 3:30 pm PARKS & REC. DEPT. Fax: 727-552-4825 _.~PHONE:�'d�3-�j'��- �?at -- ' Emaif: S•�*,•r°c�.,r-? ct. <.�..yr,a d.�. . �-r. � �. �'�I �ry ' f:(� z. �r- ..5� � .�l.,e,c.A,Y._._�.....___..___' _Fax: �J3s 9'??— ? �'S-t � PMONE: , '� t�� ��� : r Email. ,: c, t- 3,, f� , r._ ,.,�, 3. - �.,.�>�•'�'�',�` �>` �� ` �,�x., ���'� � � ��e. �,� � � �i' �- �'"' �� Fax. rr;�� p �, ��,,,,.� ���i,�`l 3 Y%',r 1 i Ea t�, 'r . : , � �_._._.._..__.___...__...._ � ' PHONE: '3�'7° ''i ,35"°�''� .�t� �'�..,�- �Z �. , Emailc �jsan ��'��f'�-�"`"""�. � 5 �°r�'v 4. ` i Fax: � ', PHONE: �$t"3—���� d`��-"I � �ir`n,�� �iE�(`G.. t.���c''^'c� Email: �'y-i f �" qmerS (�'.� �i MM'�t=� �E@�.i fi C.. .� w't 5. 1 ���»s�-�z �C7�� �-.�c. 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':«�.,'�,�' ° i� �a.- FaX: � Sid Lickton Park — Mandator�� Pre-Bicl'47ceting Qucsti�ns & Ansti��ers 1�lunday, Ociober 20, 2012 Ali questions and a��s��rers are provided ta alf contracior� because even though the yiiestions and ans���ers we addressed by projects the questi�n are int�ra•elated and some quesiic�ns apply� tt� a41 the projects. The contractors are respon;>it�le to review all yuestians and ans�vers as though it applizs to his scope of w�ork. It i� also noted tl�e scope of wvork rea�J at the pr�-construction meetin� is a brief descrip�ion a�ld the c�ntractor sl�all read the detailed scope o#� work �nd is includeci in this bid proposal. Last day of questions is Friday, No4ember 2, ?012 at 12:00 T`Toon na other questi�ns wilt Ue acc� �pted �r ansv4�ered of the posted ti�ne. A. �ITE CI�IL CONSTRUCTIOI�I 12-1)02�-PI2-A 1. �'hq g�ours the concrete around the trench �rate? Ans�ver: The Concrete Flai�uork Contractor Bici No. Ol-1 � 2. Who does the construction fencing(light pc�les? Ans�ver: This work is under separate contracts for remava! a��d replacir�g the existia�� fenci��� �f the Erall #ieldslbackstops and relocati�ig them to the t14ti�� lc�cati�n. �'e l�ave bic�s tliis item and ��aitinn for ativarcli�y� tl�e contract. Existin� light poles and relocation is under Site I;tectrical.lSport Field Lighting S�sten�s 12-002�1-PR-C 3. Who is responsihle for �nrvey I.apout? An��ver: Tl��e Ci�� is resp<3nsihle for the site la��ouY �nd sxicvev �.�-nrk f�r 'i�°lo of the Iavc�uY of prnp�sed ��ecific itams: a. �3asebalilbaekstop and fencing locatic�ns b. Foul poles c. All conerete flatwork i«cludin� vertical curt�s af parkin� area d. Restrooin/press bo�ciconcessio�� building location e. Trasl� dumpster enciosure f. Dugout location It shall b� notcd thc Ownc.a• will pre,vide a onctimc stakeatst of the abt�ve items any� additional st:al:evut c�f tl�e san3e items the cost will be by the contract�r requesting the aciditiona! stakeout. T}�e site contractor will be required t� �rovic�e 3zis awn staking a�1d fayaut of l�is w��rk. The Site Conta-actox� wi(l be reyuired ta insialls tl�e ��lt ferrcing, teiriporary c�nstructi�n cttail� li��k fencin� and r�rnuval of e�istiz�� 1i.:ncin�. 4. Mxy rve cuntract with the same surveyor the City is using? :�nswer: Yes the any uf the eflntractors ma}� contract witl� the sur-ve_y the city is l�sing. Ueuel �i Associates Phone number: 727-$?2-41 S 1 5. May the site contractor quote for the �ther work of the praject'? Answer: Yes the c�ritractor may bid any the items out far bid. 6. Will the �wner accept the aggregate of the totzl af the items bided to determine lo�v bidder? Answer: No the �wner will not add multiple item together to determine Iow bidder. 7. Whose job is it to develop the As-built drawings? Answer: Each of the separate contractor will be rec�uired to perforn� their o�vn as-built and siibmitte�� to the Owner's Engineer of Record to close out the project with StiVF��MD/ 8. Wil1 the site cantractor be responsible for the wheet sta�s on grass grade? Ans�ti�er: The bid docan�ents show tl�e site contractor is to proti�ide cast fc�r bring �he su� grade up of Yl�e grass parking area where Bahia sod can be laid, this is the base bid this includes �ub �rade s#abilization of thE; asphalt surface a��d grass parkit�g areas and filling with the appi�opriate 6ase materials tor asphalt {crusl� concre�fe) grass parking (�!1 soii & compost 60;4U rni�). The alternate� iterr�s request for installation Cieo Bloek Parous P.avement System as specifred. These tv�lo time and %e found in tlie Bidders proposat. 9. Who iustalls the wheel stops? Answer: The Concrete Flatwork Contractor (Bid No. 01-1 �} wiil install wheei staps. 10 11. Sid Lickton Park — Mandatory Pre-Bic� Meeting Questions & Answers 1Ylon�la,y, Ociui�er 2Q, 2012 Are the wheel stops on top of grade? �nst�er: The site contractor shall provide the grades as required per the coi�tract dr�wi���s. Ifihe O«ner elects io have the ribbon curbs for the wheei stops t� be installed the ��i[I be on top ot the ri�t�on i:urb. V1�'ill the City have some one full time on site to t�andle disputes? Ans���er: T}ie Qw°ner tivill ha��e� a site office at tl�e site to resalve all issues. W'e fe�t the dra�vin�s and tlle ,co��e of r�c�rk clearly identities re�ponsibilit}° bet�veen various eontractor's and as stated iit the scope of work c�f the technical specit�catio��s the f�llo�v�ing: 5. The Site Civil C<7ntractor of t1�is praject shall coo�rdinate is �vork with otl�er Owner's co��tr�ctars perfonnie��g otl�er wt�rk on site. C'�nflicts sl�all he br•otight ia t}�e attzntic�i� to t3�e Oe�ner anci w°ill resalve any co�iflicting issut:s. 6, It is n�#ec3 the Site Civit Contractor st�all be reqtjired to coc�rsiii�ate wii}� the O�ner's Cc�ncr�te Fl�t�;u�rl� & �isphalt Contractor in coordinatiof� of the st�l�-�•ades for �:onci•ete flatwork aszci asphait st�rtaci��g. l2. Is there a w�a}� to bicl asghalt contingent on receiving bid award for Site Civil Constructinn? Answer: No 13. How daes t�e c�irQCt �3urchass order system work? Ans�ver: Each of the prime contractars ��rho are ati�ardeci the c�ntract for tl�e ti��c�rk to �e perforn7ecl at !tie Sid Lickton Park praject shali liave included all appficable state sales tax fi�r alI materials tc7 be �itilized t�c�r t�zis praject. At the pre construciion meeting �uitli the Otivner & Consultants the c�ontractor sl�all be requi�-ed to �1rc�vide the list of vendors �vhom they will be purchasing fnate�ials from. a. An itemized lisi c�f materials cost ��ith all �pplieable stat� sales tax ineluded. b. Upon ap�rnval of materiai st��imittals by the ec�nsultant cantractor shall fiii out the list �f materials t�n the Parks & Reere�atinn T?epar#Tnent�'s Req�zesk to Requisition f�rm_ c. At a schedulec3 i��eeting the Ui�rner ti�il3 g� oi�er how to fill ot�t the fonn a��d the ii�formatian recyiiirerl c�n the� fom�. It will be mandator;� the requisition include ihe i��voices fro�n the material venclor rnust be sent directly to the co�itractor c�riginating the request to reyuisitivn of the n�aterials and ��at sent dic•ectiy� to the Citry even thou�h it is stated on the purcha�e order. d. The City ��ill t�e issuing purchase order directly to the ve��dor fo�• �naterials less the state sales tax e, The arnoant of the purchase order plus the sales tax will be ducted nf the averal4 value of the purchase arder issued to the c�ntractor performing thc �vork at tl�c Sid Licktan Park. £ Thc Parks and Recreation Dept. will track the tc>tal ainount of the contractor's contract less the direei p�.irchase order to the material vendars. g. This document will be issued to tl�e contract�r of all e�.pei�ditures of lais co�3tract purchase urcler cx�ce � ii�oiltl� at a�ru�ress ineeting fur tlie cunlra�lor's review aricl cu3i�z�nalion. P�. The laY savin�s wiIl also be tracked and these fui�ds will be place i�� t13e contir�gency �ine iters� of the contractor's sch�dule of values. i. if the funds not utilized in the direct purchase order to the niaterial vendor at ciose out of tl7e purcha�se order these funds shall be returned to the contractor s purchase order. j. Ta pay a material vendor's invoice the contractar is to receive the invoice. The �naterial deliverer.l to the ct�ntra�ctor shall be accompanied w�ith a bill of lading or a packing slip. l'he contractor sl}alJ e�n1'inn the material delivered matches the bill af ladin� ar a�acking siip and si�ns �tf and retains a �riginai co�:y in �is tiles. LVhen tl�e invaice is serit fro�n the materiaf vendor far payjneT�t he shall confirm t.he t���a dt�s:urnents match and si�ns off a��d senc� bath cic�c��menis ?o tl�e �hvner for payment_ k. Tl�e Qwner will verify the two c�ocumerlts match and �.�ill approve invoice for prc�cessing for payn3e,nt. 1. Any of the items listed above are not folit�cved ar invoices sent to the Owner �.vithout verificaiion by the contractor vvill delay the payment to the rnaterial vendors. 14. Wil! it be �eyuired to do a de�dactive chan�e order for the direct purchase order of caur eontract:' Answer: There is a set value of the eontract awarded to the contractor based on his bid proposal fc�r il�e project and a purcliase order from the Owner �vill be sent to the cantractar l�ased on the a�varded cor�tracted amount. The materiai purchased is sti41 the based c�n the contract�r's for the direct �urchase order req��es#ed and funds are ��ot � � Sid Lickton Park — Mandatory Pre-Bid 1�7ceting Quesfions & Ans"�f:rs Monctay, Octobe�• 2d, 2012 co��ti�tb directh� fror�� c�ntractor'S coinp�iny accvuni an<I ere pr�vicled by Ltie Cily'� (unels J��r this prvj�cl. U�:7dated accuunE uf �he project inforrnation is pro�id�ed to [he contractor on a�nontt�ly bases and revie���ed and cc�nfirnlation by all parties, befoxe the ne:ct report is issued. t�t tt�e el�d ofthe eonstruction project a reeonciliation meeti��g wi�ll be he1d b�tween the Owner and tlle Coi�tractor wiil be eonducted to confirm the accoi�i�ting is carrect. The intent is the contraetor shall have received all available funds less the cantinger�cy and any ad�9itional work requested by th� O�vner will come out of the contingei�cy funds_ Tl�e oY�ly time a cliange order is r�.qtlired r�ould be we have expended mare funds than is availabte at the award of the contract �,�alue. The c�rztingency funds belong's tc� tlie t)��ner as stipulated in the hic�ding daciimtnts and these tutids will be retur�ale� to t1�� C?���ner b}= closing oi�t the purchase order short. 4'Vho primes the b�se prior to instal}ation csf the asphalt surtaces fo�° the asphait can�ractor? finsti�=er: The Site Civil Co�itractor. What about exis#ing utilities on site? Answer: the Coniractors are responsible fir� call in under�rc3und I�cate 48 h�urs prit>r tc� a3�;✓ excavatioris. A,I1 contractors shal3 note thare are e�cistin� i�tilities fro�n the R. O. piant going througt� the site. Tl�e O�v�nzr has �identr�ed the locations by saft diggir�� of tt�ese u»dergrpund utilities by surveying them an�l are shou�n� on the eontraet documents. The (7wner `�ill locate tl�ese utiiities for the cantractor and it is the responsibiliry c�f al) c�ntractors nat to disturb these �rtilities. The co��Cract.ors shaJl sc�ft dig thes� utilities pri�r to excavatioF�s. Removal of existing trees #he S�te Ciuil Contractor shall tai:e extreme care �vhe�� ren�nvi�z� ihe tree ,-�at <�nd not pull out existing utilities. k�. RESTKOOMS(PRESS B4X/CONCESSIOi�t I3I7ii,i}I1VG 12-0(f24-PR-R 1. Who provides building pads i�� site �r�ork? Ar��;wer: Sife Civil Contractor ti�ill clear the site a�c� seYs 6��ilding pad to d�e right eIe��ation ��a�eatt� the �,t�i)ciing slab. Z. Is tl�e Geo-tech Engi�eer, tbe Site Ci�ii Contractor:� Answer: Each of ihe various cantractar shail be required to retain a third p�rty �Cie�-tech l�ngineer of hi� cli�oice. 3 ori�inal of the report shall be provided one each to Ourner, Cansulta��t and CIP fil�; 3, Vl%t�o does the �sphult testinb`' Answer: E�ch of the various conir•actor shall be required to retain a third party Gco-tccl� Engincer of his cl��oicc. 3 original of thc report shall bc �rovided one each to O�ner, Consultant and C'IP tile 4, IIotiv many asphalt boc7ngs reyuired? Answer: The Teclinical 5pecificatic��as desca ibe l�ow inat�y is requi��eil oi accarclin� #o FI)OT stai�da�c�s. S. Describe scope Letween Buil�ling Etecirical and Site Electrical Cuntractors? � Ans���er: T}ie Iive Ceel �utside the roof drip line is tl�e liznits of wark between the two contractors I-towever: a. Atl electrical cond�its (s}ee�ves) for electrical service, telephoneldate, fiber optic, cable televisi+:ri�, fire protectian sprin{:ier backflow prevention deviee sha31 be i»stailed by the 5ite Electrical Contrac;ta;r to the property lines and into the electrical room iocatians as required of the proposed building aild providr:� heavy duty pull string in the conduit for irtilization by atliers. The Building Electrica] Contractor shaJl be reqi.►ired to provide wire conductors for the electrical service to demark location of Yrogress �nergy. Coorcii�iatio�� betrheen the Building Electricat Contractar and prog�-ess Ener�y. b. Eleetrzeal Service oi tields 6& 7 is the resp�nsibiiity� U�ihe Elecirical Site Contrac��r. c. All electrical cc�ndt�its f�a- sport liahtin�„ t�ull�ens, bating tunnels, scoreboards data ancl el�ctric:al to I.��sehall t�ackstops and other site e(ectrical items home run5 into the elec#rical room is by the Site E;fectrical Cantractor. The Building Cantractor shall confirn� all site electrical is in pla�ce prior to pot�ring c-oncrete bui�ding slab. d. The sport lighting pattels ir�stallaiion and mount�ng in the electrical room is the responsibility of �!he Siie Electrical contractor and aIl other items required to prflvide a complete site operable sy�stem. The Efuildin� Electrical Con#ractor is responsible for providin� eiectrical canduits and wire co��ductars farm the e;�ectrical main to the sport lighting panels to make them operationat. Sid �.iekton Park — M'andatory Pre-Bid 1�leeting Questions & Answers Monday, October 20, 2012 6. V1'ho installs electrieal paneis? Answer: The Building Electrical Contractar is responsible for upstream from the rnai❑ electrical aricl build�i����� electrical �aiaels. The majority af the existin� e3ectrical panels ��f the sport ligl�ting shall be rei�sed ne���� sport ligfiting electrical panels as required is the responsibiliTy of the S�ite Electrical ConTraetor. This i�forni�ati�n is also explained in detr3il c�fthe detailed scope wc�rk in the Technical Specifications of the bic3 documents. 7. ls the Gity the owner of direct purchase? Ans��er: Yes, C;ity is 2he awner of the direct purchases, ho�v�;��er w�hen the material is delivered to the sitz and the co��tractor- accepts i17e deliveTy it is the responsibility of Che c�»�tractor's is noti�,• Chuner of� tl�e �7aaterial�,� and is responsib}e fi�r i# during installation and final a�ceptance of the ���ork by the O�vner. 8. Is the cantractcrr required tc� pro`-ide buitc�er's risk insuranc�°' Ansu�er: i'es and the Cit4r at Clearwate�• shall alsc� be entered oz� fhe b��ilc�er5 i��s��r�nce ���licy. C. SITF ELECTRICAL/SPqRT FIELll I,iGHTING SYSTEM 12-0�24-PR-C 1. Is a gea-tecla required for founclaYion? Ans«er: Yes, a third party ge�-tech engineer must observe the b�ring and the cc�ncrete li�ht pale set in pl�:�ce. ,��� original capi�s of the repart tnust be pravided ta tlie Q�rner and Structl�ral Engii�e��- 2. Does ihe c€sncrete light poles required tc� be re-certafied? Ans��;�er_ The �wner's Stnicturai F_,ngineer ha� inspected all the eonc�rete electrical �oies and l�e has prt���ided installation signed sealed drawings for the elect�-ieal cant��aeior to obtain the buildin� ��rn�it. 3. Where are the locatic�ns f�r the l�ales? Ansti�er: The pl�n:s l�nve bee►t provided shou=ing existinU loca#ions and ���n�soseci l�rcati�n4 in the c;�-rntract docEl�n�nts _ 4. Da the concrete poles need ta be re-certified? Ansv�-er: I*I�, the co�ncrete li�ht }�oles have �6eei� re��i��s�ed by� ti�e a Striic�ural Engineer and contir€��s it�ej� �r� �e- useable and signed sealed dra���ing are pr�vide by the Structural Engineer for 6ui1dir3g pennits to be obt�ined by the Site Electrical Contractor. 5. Who is daing clemolition on existing sport lighting sys#cm`.' Answer•. The existing sport lighting systcm is not bc de�nolisi�cd but arc rcn�ovcci and stcsred �t the t:t�vner's Nursery faciliry across Saturn Ave. and reinstall accordin� to the cantract docun�ents. The sco}�e of work states the €oitowing: #he Site �l�ectrical Contraetor to provide insurance, equipment,. labc�r, �iitj electricai �na[erials for ilie re��ioval & salva�e vf existing spoit lightin� syst��ns of seven (7} l�asebal l fields �ture at Owner'S fdcililies, t13e CUntractors shail reinsta}1 salvage spUri ligt�tii�g sy�t�jr�s to tl�e �iew layout vf Sid Lickton Park basebali tields; baiting tunnel spoi-t ligt�ting; install netiv bulipez► lighting fiXtures utilizin; existing coFicrete poles prouided by Owner, new scoreb�ards �rovided by the Owner, new spot/t"laod lighting for f7ag pole anci park ide�itificatio�� signa�e; re-lamping of ali existing sporting iighting tix���-es; riew Musco sport i i�hting system �nounted on existing poles provided by the Or��ner; new site electrical systems; new electrical pan��ls, re- aiming of sport lightiitg system to meet new photometric configurations per MUSCQ re-airnin�; iayout ac�.ording the plans and specifications for the project. 'I'he Site Electrical Contractor st►all coordinate new electrical ;;er�lice with Progress Energy to confirm location o#�new ser�ice. The Owner's land surveyar shal] stake QtEk or�ce aJl light pole locations for the ne��- basebail fieid layout, bullper� light poles battin� tunr�el IiQhts po�es, flag pole, p�irk sit� identification sionage, ne�� location of electrical �anel service for basebali #ield 6�c 7 fo�- the Site Elf�ctrical Cantractor. Any other Iighting stake out requirements after Owner I�as perl'ormed the initial stake oz�t of the electrical site lighting systen3s any additional stake out shall be the responsibilityo uf the Site Electrical Conh-actor. 5. The Site E]ectrical Cantractor shall instatl existing and new basebal} electrical panels of fields 1-5 in the e1�;sctrical raom of the prnposed concession/restraomlpress bax building. The building contractor shall instali cond�:iits and conductars frbm tl�e from the main electrical service panel ta the sport lighting electrica( panels and aTl ot:her site electrical to these baseball tields. 6. The Site Electr�cal Cor�tractor is rec�t�ired to itistall all site conduits, electrical, daia, te�eplaone, cable t�i���visi�ot� Sid Lickton Park — ltilanc�atory� Pre-Bid Meeting �Qucsti�ns & Answcrs �1Q,�aa.�, ��tQ�e,- Zo, Zolx coi�duits frorn Gl�e prvperly lines t� Che builcli�l� service panel� fu shown on tl�e clydwings ��ccorclinE, tv [he s�eciiicatiai�s and provide pull strings as neccssary in tl�e co�lduits for future use b}r others. Ttie Site I�,lectrical Co�atzaetor shali !�e requ�i�•eti to provide elect�•ical panels foz- fields 6& 7 and al� ot��er yi2e eleetrical cc�mponents to for a eomple�te operable electriaal svstel�� accordin� to tl�e drativings and specifications ilacludi�Ig �eid 1-5 and batting ttuznels. 1'he Site �I�;ctrical C�ntractor sl�all be reqii,ired to pro�-ide all site electz•icai systerr�s as shnu-t� on the drati��in�s and specifications. D, C4JNCRETE �LATWQRK & C:C}NCRET� '�V072KS 01-13 1. ��%hc� is �°espor�si�rie �'€�r� the electi•ical, �wtto dcaes ca�ndi��t bene�#h #he �ra�ose�i �a��ir�g? Atjswer: Site Eiect�•ical Contractor will ins�a3I site electrical prior to ii�stallation of concret� f7atwork. 2. There are phase 1 and 2 on ttie drawings, how witl this affect the c�nnstrnction of the ��roject:' �z�swer: there are tr��o phase to t]le projec�t. P}�ase l there is u�nlimited access ta the project sit� are�: bti �he caniractors ta perfo��rn his work. Phase 2 is the area ihe R. 4. plant contractor v�°ill rpse the }�roposed asphali �r�iveway access to tk�e R. O. plant to construct and ttie out�elds of felds 3 axld 4�vi11 be lirn�ted access_ '�'���he two retention pancls wi(1 not be �,onstr��cted �intil later parC c�f the project. The pllase 2 a►�ea ��il� t�e �•eci�ired #o construet 2 water tanks and deYnolished [he existing water ta7►k� It i� to c�ifr ��i�derstandi��g it �t-i11 Yake 6 ni�»�ihs t<� clemolish and btx�ilci tlle h�%o water Yank_ `I'13e R_ f�_ plant is selieduied to begir� t}ie tir.�t of January 2E�i 2, 3. Who is �espnnsible to install concrete stabs for dugonts? Answ�er� {'onerete slabs of the di��o��ts �re included in Concrete flai��ork Contractor"s seope af uc�rk_ F. ASPHALT S[TRFACING OZ-13 1. Is there strippin� ant� si�nage on ihis by ihe asphal# cont8°actor? Answer: Nc�. the O��ner has a blan�:et p�rrc[iase c7r<�er Fi�r this tivUrk. 2. Do we eome in oncc oe hvicc because of the tc�o phases? Ans�ver: The iirtent is for thc asphali co��tractur tc� comc t� tlic siic oacc. 3. lVhat is do yo�� mean minor grading? Ans��ver: The asphalt s��rFacing cantraetor maybe required to do leveling arc�und s#or-n1 sewer catcl� basins ��d other l�ard surtace tc� make s�re tl�� 1.5 iuch �f aspl�alt surfa�ifig is provi+le� ai��l t}3e pro�>er �lrair7age i� acl�ieved forvards tlie d�rairia�e str�uctures or swale�. F. BASEBALL DUG�UTS REMOVAL & REINSTALLATION 4�-13 No questians G. iieneral puesiions: 1, Anything about Masco Light�ng System? Answer: The Site �lectrical Contractc�r will need to re-lan�peci all lig�t�i�� fixtures 2, lloes fihe sport srte lightin� neecl �otall�� remosed siur�mg consfr�ctic�n an�i can we pla�e then� in the nevv la�cations after they are rernoved? Answe�•; Al] tl�e exist€ra�; src�rt lightinp; s�'ster�� need4 to be �•en�c��ed in it� entir�ty a��d stored aT the C;,wner'c Nursery Facility aerc�ss Sai�irn Ave. The existing .light cc�ncrete poles cann��t be placed at tl�eir ne�� l+��cation because the site need to be cieared and the site l�rought t}�e proper elevations. 3. Do yo� have a budget? Answer: Yess b�t we do not provide tiiis info�nation. i'1'IANllA'1'OKX P1ZE-Blll C't)IYFEKENCE MEETiNG lYIINUTES SID LICK'I'ON 1'ARK — PItOJECT NO. 12-0024-PR-C �ITE ELECTRCIAL/SPORT FIF.LD LIGHTINU Sl'STEM Date/Time: Monday, Octaber 29, 2012 (a,; 1:3(1 p.m. Nleeting Location: Sicl Lickton Park — Fra��k Conyers Gonf, Rn� 7i4 N. Sat��rn ,4�re. Cleanvater, F'lorida Contacts: City of Clea�tivater Project Manager: L�ro�� Cl�in, (}fttce: 72i-562-485b, C;eII: i27-3�Z4-71U1. �-mai1: T�ero�__= _.chin�ii;rnticlear��ater,eor�i Cnrast�itants: Plisko t�rcl�iter,tt�4•e P_ 4_ AI.A — Aie� Pli�kc�. Architect 5'sg��In Shee�s -°]"�liis is ��n���datoi� meetin;. 1'�ease complet� tile si��a-in sh�et �e�it��y ��cf ct�m�ietel��. £:c>€�ies oi�tite Yre-bid C;onference sign-in sheet �-i11 be copi�d aaid pravic�ed with addendum no. 2. �. SCOPE OF'4NORKe l3t•ief Scope of' W�ork: (detailed scape af ���ork see techz�ical specifications and a�ldendur�s} 1. I he C;ity of t;learwater (hereinafter °C)wner"), f�!€�rida, is seel:ing bid proposals fi�om Site El�etrical Cantr;;�c�or ta �rc�vide. il�surance; ey�3ip�nent, labar, and electrical �-naterials for the ren�oval & s�zlvage af e�isting :,port lighting systeins af seven (7} baseball tields store at t�u�a�er's facilities, the Contract�rs shall re�inst�ll sal�,��age s��rt Iighting systems to the ne�v lat�out of Sid i.,ickton Park basebal) fields; batting t�innet sport Iigllting, aa��stall new bullpen lighting �xtures utilizing existing cancrz�e poles pro�rided by �Owr�er, ne��� scoreboards provid�d b}� the O�vner, �1ew spotltlood lighting fc�r flag pale anci park identification signage; re-tamping vf all eYi:,ting sporting iightiz�g fixtures; ne�v Museo sport li�hting system maL�nted c�n existin� �oles provided by the Ov+�i�er; y��w site eiectrical s�ste�ns; new elec�trical panels; re-aiming of s�ort linhtii3g systeln to meet ��erv photom:,tric confi�ttratioi�s pe�- MLlSCO re-�irnin� layout a�cordin� the plans and speci�ca�ions for tl�e project. 1fie �Site Electrical Contractor shall coordir�aie ne�v electrica] seruice ��-ith i'racress Energy t� cc�nfirm locatic�n �f' neru service. The Site Electrieal Contractor is to verify al] quantities as required ai� the eira�vings a►id specifications. The scope af cvork is a luin� stma cor�tract; there wi([ be no ac�ditional funds provided b}� the Qtivner for �nissing quantities or adc3itional costs necessary to perform the electrical ti��orks for after the Site El�ctrical Contr;actar has subm'stted their t�id basecl on tl�e cirau�ings anc3 si�ecific�ti�ns during the biddin� pracess. The C�wne�r has eleeted tn ��rovitie direct ��tii•chase drders For maierials �to the Site Electrical Contractor's materia) vendors in havin� state sales tar savin� for this praject. Ti�e Ows�er w�iil �rovide a purchase oi•der to fhe variaus rnaterial ti�endoxs for tl�e Site Electrical Cc»�tractor i�� praviding elec�rical and miscellaneous naateria�ls to construct the construet the site el�ctrical and spo.rt li�i�ting systems for this project as shown o�a the drawi��gs and specifications �f this praject. The successful bidder sl3ail at the p�•acons�ruction meeti�ng prov�tie his mab�rial vendors in pravid�iug th� eiectrical materials for the project. The successful hidder shall be it�c�luded in the material vendor's bill of qu�zntities and dollar amounts which shal} includc all applicablc sta#e satcs ta?s: for materiflls rec�uired for this projcet. Thc t3wner will cieve(op purchas�: orders for the Site EIectri�a; Contractrrr's material vendors for the electrica2 rr�aterials less the state sales tax. 2. Discrepa�icies between the cirawi��gs and t1�e scope of woxk n��ust be brau�ht tp the attentio�� uf t11e �w�aerlArcl�itec#IEngi���e�r priol� to the �idding date. If discrepz��icies E�i-ougi�t up after th� biddiz�g d�te ehe �rnc>st st��iu�e�lt d�screpa��cy �l�a1t be ��tili�ed l:ur c�nstructian ar3d ii�stallat�on of the project, no additional fi�nds will ttie provicle�i by th� �wa3er. �. SCE�EDULE The City will utilize the followin� preliminary tin�etable with the goat c�f seleeti��n. This �chedlaEe ma�; Fr� chat�ged solely at the City's discreti�n. Wedr�esday, October .t0!,�2Q,t� — Bid Advertiseme��t Mariday;:O�tober 15, 2012 — Prospective Bidder may Ob#ain Bid Package Mo�day tJcttiber 2�, ZUl2 l:`3� 3s0U; t'�Yf.E��' — Mandatory Pre-bid Conference — FranR Conyers Par�k Cont�. Rm. 714 N. Satu7-n Ave., Clearwa#er, �'L �ric��y; No�r�etnl�er 02, 2{}12,12:40 (AToon) ES'I` — Last day fnr qt�estians 6y the prospecti��e bi�ldet�s anei ans���ers. ��nswers to all c�rjesti�ns a-eceived will be posted o��� th� City's «ebsite c�n �l�is ��iate. MAN1)A`I'(.}�tY I'1ZE-BID CU�'�FERENCE MEETING MINUTES SID LICKTON PARK — YI20JECT NO. 12-0024-PiZ-C: SITE ELECTRC�IAL/SPt}RT F1ELD LTGHTING SYSTEM Thursday, 1,:30 PM ES'T, November 08, 20,12 —13id Due Date and Bid C)penings, 3r� FI40F'} Purchasing Of�ce. �Ylunicipat Services Builciing, I00 South Myrtle Ave., Cleartivater, FL 33756 CONTR.4CT PF.Rinn: 18(� CnNSFCI1TtVF C'AT.FNI),�R DAYS t`. Pre-Qualification C:ontractor's qttalifications� sea(ed proposals ��,�ill only be accepted fi•otn thc�se Contractars tl�at are curnentl�� �ity pre-qualit]ed Coi�tractors, or has pr�vio�rsly contracted with Parks and RecreaEion Depa��t�nent and l�.�as a n�inin�um of 5}rears ex�eriencc in [he eot�stt't�ction cate�;orY of Sit� Eleetriea'i & Sasel�all Sput°t Field Li�l'ritin� Sy�stetn ���itlt a minim��n� prequaliticat�io« ait�oti�tt af $30(�,OOO.DO �o�7t'ractoa•s wa��tin� tc� }�r�, qualify to t�id 2}1e projeci znus�t r�� so by fill out aitach�7�ent iE� tl�e bic� dc�cul�ter�es i�3 the technicai speci#ic�tions referencing of �ve {5) referei�ces v�rith project n�mes, value af projects, ca��tact pe�-son, address, �hane nurnber, fax nu���ber, a.nd e-n�ail address SuL�mittetl alot�� with l�id proposal nn bid openi»� date. D. Bid Propos�l F€>r�ns - must bc camplctc. Ali c�uarztities and cas#s mn�# be �1led ir�. Plcasc rc- chcck ;y�ur #ig��res. E, Proposal Bon+� — No bid bond req��irecl. � F. Qucs#ions &, Answers: �'hc Owner/Architect/Engiueer tivill accept questians in �vri#ivg until Fri:da,y, l�tovember 2, 2Q12,12:00 (Noon} Eastern Time and no other c�nestions fvill be accepted or answered ;after #his time. Qaestion may be sent tv lero�%.chiuf2��vcleai-waker.crr�n piease iiidicate pa-ojeet no a�7d pro,rject � �zame w=ith the questioy�. Queste�ns �t��cl respo�r�ses evill be �rt�stetl un li��e rvww.�rty+�l�arw�ter.cunn un I°�ove�y�ber 2, 2012 by 5.04 PM. �G. i3ad� clue �ate�: Thursday, i:30 A�1 1F5T, November 08, 20�2 a�vard ciate io be cieterminec�. � I--i. Contractor ati�-arcied the project will be issued a purchase order and no#ified by phone c�lE. `I'he C}�vner elect to direct prc�vide purchase bui(ding �r►aterials f�r contractor ta provide tax saving �i to t}�e pmjec#. � I.. Pre-cc�nstruction Meeting to be determine, co��trac;tc�r a��arc�ed contact will be nc�titied. J. �chedzile & Sequence of Work: will be determined by the {�wner. K. 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[�"St: �E)t�i:[�"?G `il���'+I�ll ��:1��SE1;_ ital7i2t.i �-r�t�tY-���€� t-a #�tac� �s�.�€rt�,'����;) 1� r��,�����ySol�lc t�1 c:c°��t��t��i�t�1� t}�� t�<n� r��ir '��3i�r` f 1��. �����2 �����t�'� t��r r��t� t g,;Ca11 e9�i £�l€� �<�il �° �H��+i (i[�i� Ei�� �ll�a��C��'�1i6[ii� ���,C$T1, �3� llttia± �,t �t1 (�� i�� �€, a� ���'��'�p- t�� i�i�' c < ElW it'i� f'�:i€��'� � � �+��ill,�z. t.�i' 81iz1}^:C'� ��1� �:'t�C7i iC�� �t€?,iT''s, i 1q T'trer-e ���°� r�ta :l[).1, r���ts �h�_����� a� th� l�e�n+�i+�a�a ��r°kia�r. :1�-� r�c t�e �r�c�l���e� :�.�7:�� ►�a�t� it� �,u�� �:��i�cwall{� r� ta �� hc e��;' a�r;4;��.t��. �,t �E�i�. €i����; t�7� cc?a�c:��t� �1at�=<�,a-E� �;«��t�°���;tESt� ci�:=e4; aae�t i���E� ti�. �a��:���,i� .�(3.� Ea�catr;. � E�� �;<+es:;:��°�aw �,�c1� �4 ��i(� > r�cljtit�c:a�t ti� thc� !�<�r�d€�.•�}> �?�t�a����, �ca�6� �r� t3tt�l� c��tk��, ��.itlr ����I��€(t ��cr#:i�-� s�f ��T1� a��,et; ���������i t���€�i I�� Il�+.,k`rs;;ait4. �j� kiC„ Y"4�:c'i�i i1.11�4' `eL"� 44I�� ��.t:iti",.'. �:�1�:� :i1JI��tBi�, �.'£?I1�.S"�{,1.4i�TB° !1"2:=:ixl�� i.�:it��itS. � I�. t� � ���a-��c�� �cc�u�ir�:�� f+�r f�r��riciatit��"� r�a��>���.t [tti�; �t���, t3�e re�;�x:��t�:< <�r� �r��irjt�s �i�ici€ta��u�7�, ���>, s, ti2i�•�f ��<:i€�, ;���+ t�c,�l� �tt:ji��r�� s�,t.s�t ;�1,5�s-•� �f��:: ��F:>r�n�� <��t� f3�e ���sait'c:tz, Ii�lt� �?cal� ;�t er� �,=�c:�;. C)�z;�i��4�� ci��,i�� ��� t(a�� c��icjrt a�tta�; �,�� }3��.'��i:iGi� t�= z#t�: t">�s����t .€t��l �tr'�i�tt��°.�[ k�.tt�i��r;c-r .� . � ��tk `e'l'blSt�� d't�;:K7tlilSt' t-. �r) EI k;�C?—Cf.t�1 E"Il.f�€ilf'-C'3' �:i I1C}C CE:{�tltit' fi'�( ��it' �i?ttil4��<i�itt�l :ii: �s�Slx� �3�; T}i:`. }1+`.:,��ll �).'a��i z`tt'� �r�:�ictlt�:��! ���.��.:�'cii€�� t<> t3�c� �;z�r��;a3 t,ealrci �tral�;t�ar��� �z��;i�,������i� cir<�ti �i����;. � F n�t �►i' (�i���vtiitrr�s .�nc3 ."���,�%�°c r� � � � � � � � t �1I}CI�1VI}UM 1tiO. 5 DATFI). �Ic�vernber �, 2U12 '�'(J TFIE �li�'tVING� Al'��D PROJECT 1�1�NtJ.�L F�JR: CITY t?F CLEARi��J�T�i2 — Parl:s 8 Recreali:�r� [}epk. 5ID LICTQN 1"',�I2ii SITE EL�CTRIC.�I.�ISF'4ItT FIEi,i? LI(,HTI�(: S�`S`1'E(47 PROJECT N(}. 12-OC12�-P�2�C QAT�' I7: :5epteo�ber, ZOl Z F'RE�'AREJ} I3Y; PARIt� :�Nll Ci��'IZ�ATl�)P� L1E�':ARTME'VT �LISKC) ARCH ITFC`T"[sRF; 10{} S. h7YRTLE <�t�'E. 80{i DREW� .5`i't2EET CLEARWA'1"ER, FLUREll.A 33756 t`LEAR�V:�.TE[+2, F'L 33?fi_; PHUIYE: 72?-5b2-4ti�(� �'H C►1VE: 727-�61-72(N? FAY: 7"2?-562r�825 F'AX. 7'17-4f� 1-{HJ3t3 THIS F1C?i)�:k�I[3UA�t N[3_ 5 i� l:Stii1��) �.X�,1�13 "a'HT�, RII31P+its �,�TE &(1VCLiJi)E g31i) �3C3N1), Pfi'Y`MF.itJ'!" ACv:D PEI2FOI2M�NG�; �Cl�tt� T(7 PIt4.TECT BID �ND 'T"E� �I.�RIFI`, TC► FR�SPECTI\�E EiID�ERS �OE7: SITE ELCGTRCIAL/SI'C1RT I.,IGHT[NG Sl'STE�Z PFtO.l�C7' �vrJ, tiU-Ot�24-Pii-C' t3F THE �OivT�t,�i�'[' I1C3C'U:Y(iEN7'S Ft�R THIS WORK, TNIS AUUNaNI)tJM t.:t)NS".1`l"1'tl'C�5 :� NART ()F THE C()N7'RACT �t)C'UR�fENTS, ,�CI.NC)WI,,F�GE RECEIPT fJF THiS ADUENDUM O!� THE PROPO5AL FnFilYl. PA,RT I FRO,TECT M.4NUA1� Iten� N�. i: B�d .Une [}ate Ext�nfYed #a 10:3{1 AIYI Un Wedne�€lay, N€�vember ��, 20�2 itc�e Na. � Bid Bnnd, and 1'erfortnaa�ce Sc T'ayme��t [3i>nd Furth�r rc,vi��yv by City af Cleartisa2e�� - i.e�a( I�epi, it w�as t�e�er��ai�ie� based on Sectior� 255.05 F(oricl� Staeu�s c�nlv� �_�r���ides It��w�y' �or � 1aca1 �overnme��t er�tit}� to exein�tt ti�e bid bond, payment and perfori��ance bond requrrements, if tt�e ��ittrace is far $200,0��3.ttt3 or less. Based on t'he lega� clarifcati�>�� should ths Bidcler's Proposa� is m�re t1iaE� �20(i,(}OO.flti fiar this projecf CQntraetor nt�st }�ruvi��e a bid b�nd wl�ca� subr��it�iu� (�is bi� a��d pruvielr ;� paprtxent az�cl pr;rl`urrt�ance bv��c3 shauld h�slher campany t�e aw��-de� tt�e project by thc City Cauncil and is liis bi�! is �ver $20�,000.00 accor,�inb to the �:untract do�u.ments. 'I'�se Site :Electrical Cont�actor �4�ho cannot pevv,id� a l3id Bo��d and Paymentl'Performanse Bond n�ay contact ather I_tuiidin� General Contractors �vh� attend�cl the Mandat�r�' Pre-Rid C�rnf'erenee and jc�int venture w•ith them. "I'he prc�pasal sul�mitte.d shali be se�arate Bidd�r's I'rop�rsa3 Yr�ject No. 12-0�?�1-PR-G for the SI`fE �LECTRIC'AL.rSYC)it"I" FILLU LIC;E1-rINti SYSTEM and nnt included ti��ith E�uilclinw Gi:nerxl Cc�r�trackor's pr�pasal %r work he is bidding c+n. 3_ �3uilding Cv�nt�act�rs wha �ttend�� #�e 1�1ac�dat�r}� Fre Bir3 Ccsnferenee� is a�tach�d. �I �age i .�� � � � � � � �i � �i � � � � � � ' i � � � r r CITY (7F CI�EARWATER PRE-Blt� MEETIf�C SfG�! iN SHEET �A�tKS & RECREAiIC�N t3�P/�:RiN1ENi ��oa��r: (�z-oazn-��-�}si� ��c�c�rc�n� ����c--R�si-�oonn/���ss sox/�c��uc��s�o� �utL�i�v� � � i��t�r�: {vria�nlav, ric-r��E� z�, zoa.z. -r�m�: a.«�o ""' �;aQ �nn • Lt�GAT!{�N: FRANK Ct�NY�RS PRRK CC}IUFEREiVGE RC30M, 714 [d. SATURtV AVE., CLEARV►IAT�R, FL 3375� __ _ _. _ �_ ,.._-- .�.. _ _ __� ._m .�.....__ _. _ , �learwat�er Represerztative and fr�r Consultant Representa.ive`s Nam+e 1 Print Time c�f i-�._ _ I. ___._.�.._ Phone No„ Emafl kddress, Fax: Sign in . .�._.__�......�w______ � ..._ _��._ . _.__�.._..._� _,,_.— �_m__ _.. ^ P�C3lVE: 7'Zi-224-7101 1. lEROY CHIN CITY t�� CLEARWATEf� �mail: Leroy.�hin�a myclearw�ter.�csm 1;3J �m j PARKS & REC. C}EPT. '. Fax: 7�7-562-4825 � - -_��__ _ �_ ,__�...... . _ _ . ...�__ . __ _ .. _ __ ...., _. _ � .._— _ .__ � � � Pl-It�f�lE: � �3 W �tC� �7r.x t j � � rn a i I : „� *�r1 �z~Ca.r- � °�-- �,�*�,�J�f3. x.� • t^ r • c. �,a^..,. � � ". ` 1 c�/� ( ; 2, ,�Gc. �" �j�'C�-�t'' �. 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(} .�"; � r,_ , , {.� �--`.� � �� ; � _. > � " � �ma�l. �:'-�'� �� �°� u,, r�! i�� '�_ C���'�%� � t. �.ir:-.'._: w a_,.� t�' b��-�, - .� . nr ,- .- ! i ':�t v r� 11�r�' rf i! ; 5. � F�x. ; � _ �a � r_�� _.__. ____�._.. __�... ___.,.�. .._ .;. .......— . _..�— _.w--� �� � � £ ; �,,,/, _ �. _, ., � �)- �- � e'�. • -� �m�if I . .., ,� � �a << �,�,� 5 L., � :•� � ,� , �`, r �Z_� S 6"'� } � �' , 4.n i t � �. , �t � t �'y-1 ���7��_3�.....' 3 � %` , . I � � �T, � �+.I' , �` f �dX: � � � ..3 � � � � � � �{ , . � � � �.� _�_M .. . � � m �� _. � e ... _� _..... _. _.__.�_�_,_.. —_....._ `'� .,_ t� �y c7 _ _ , � ° �. �:y Y ��'( ��''� ..? !Cr' �3 t �` �,,..��'�� �..t ��'s r �7 � ."' l � �`' ���' � �"� � � . � �`� �'�` � � � � ���}�� � � r . . ., . , ��� , y ^� r,`,s . : (–%` t..0 �c€. ..i.J!' �-�, �` ' C..� '..C..�C... . : r 1 � � -`� EiTlat6 ' � ' 7. � t.�S � C� �ax `� I `� �t' -� { �� �> a 'Z� ; l_.�...� _.---- -...�. �, __ _ ..�._—_ �_. _ � �__�.__ �._._ _�,.____�___._ __ � _...._�_�___�.. _�_..._'. I ( PHON�",��.���� -��'Z�-'"� f ��2,,,,;���-..� �'c ��....��-�--x.� I Er„ai1;��� �j ��� �.. 8. �'� ��" �� ; F�x: ���~"��"� ���' �k� ��,s . r,.ls�-4-'�,, ' � � j _�_ __ �_ ..__� � PHC3NE.. � _:_� ..,_ _�. _ �' _--�� € � �,,. _... �� w... �� � � _. _ �, , . .5� / ,, . �� j ,/ _ ._ _"'"'7 i, ,�" / I % �✓ �` � �-. . .�a..�� �� � � '� ) ? ^_-_ i� = ( f � , . � f� l r !� '�� C... �/f- Jf � � L � - "4 r ' L T ! � "a 1 t,� �,✓ t , �� , �%,, " � m�i4 �> � �=� i.1C>r ',� ���E ! �.�.- r' , .- f � j 9_ �:_ M..-''/' ,��`� ?`;�'r� �� � �C? � � Fax: ? L�� ? C��f> , " � ��� , --._._ —__. -.__�.. � � . ___ � _.... _,.__. �_ _ _ __._.. _ __—.__.. , ,.__.. . _..,.�.._ � � _.. _ __ `a.. _ ,__..�.... , _. _ _.� _�. .___. ,,�-, i! �1, �.i(�i �f%��% x. � �.�J1 ��r � t c c��.�.._� • � GENERAL NOTES: 1. BRNiCH PIVE 51ZES ARE 1' UNL65 NO7ED OTHERYAg. SEE SMEEf FP101 FOR CONNECPON TO NEW 7X� SIAAIESE FDC� 9TE t/TILRIES CONTRACTOR IS RESPONSIBLE FOR CWPLEfING THE UNOERGRWND PIPE INSTALIATION TO AN ABOYE GftOUND CONNECPON f1ANGE WITHIN TNE BU0.DING Ai 72' AFF. ' ' �� , , � GENERAL NOTES: i. acwcH Are sz[s ue� r ur��ss rro�o on�cawis�. , ' _ _ _ , , _ _ , _ ,r �_ _. _ . ... .. . _. . . _. _ ... ... _ _ ' . _ _ . .. ._ ._ . _. . i _ _ ' r _ .. _ .. . i _ �, �/3� „-2-,2 (2�10-19-12 n. tn_�_» , , � � � � �� � � � � � � � � � � � � � � Citv of Clearwater, Florida SID LICKTON SITE CIVIL CONSTRUCTION PROJECT NO.: 12-0024-PR-A TABLE OF CONTENTS TECHNICAL SPECIFICATION DOCUMENTS SECTION I ADVERTISEMENT OF BIDS & NOTICE TO CONTRACTORS SECTION II INSTRUCTIONS TO BIDDERS � SECTION III GENERAL CONDITIONS SECTION IV TECHNICAL SPECIFICATIONS PRE-QUALIFICATiON FORM SVVFWMD PERMIT FOR PROJECT SECTION V CONTR.ACT DOCUMENTS TABLE OF CONTENTS DRAWING DOCUMENTS SHEET NO. DESCRIPTION 1 COVER SHEET 2- 4 EXISTING CONDITIONS/DEMOLITION/CSWM & TREE BAR.RICADE PLAN 5 - 7 SITE PLAN 8- 10 PAVING GRADING & DRAINAGE PLAN 11 - 13 UTILITIES PLAN 14 - 16 SPECIFICATIONS & DETAILS 17 CONCRETE JO1NT PATTERNS � LJ � � � � � SECTION J ADVERTISEMENT OF BIDS � NOTICE TO CONTRACTORS SID LICKTON PARK- SITE CIVIL CONSTRUCTION PROJECT NO. 12-0024PR-A CLEARWATER, FLORIDA Copies of the Contract Documents and Plans for this Project are available for inspection and/or purchase by prospecti��e bidders at the City of Clearwater's Plan Room - website address: www.mvClearwater.com/citvproiects. ON Mondav. October 15. 2012, until no later than close of business three (3) days preceding the bid opening. Price of Contract Docume:nts and Plans, as indicated on the website, reflects reproduction cost only. Scope of Work for which proposals consists for the Site Civil Contractor to provide insurance, labor, equipment, and materials for site civil conshuction of a for new parking lot, storm sewer retention system, and baseball fields includes but not limited to: shall install silt :fencing; temporary 6-foot high chain link conshvction fencing; tree barricades; removal of existing trees; demoli6on of existing sidewalks, asphalt parking lots and asphalt driveways removal of existing fencing or any other items not to be reused by the Owner; construct all underground utilities U� within 5 feet of restroom/press box/ concession building roof canopy line; construc[ the complete storm sewer systems including all storms sewer structures, piping, retention ponds, rough and fine grading and installation of Bahia sodding retention ponds; install the under drain system in the ]findscape planters, storm sewer piping for roofing gutter down spouts, and trench drain systems azound the baseball back stops; install domestic water and fire sprinkler water to the proposed building; clear and grub the site of all grass cover and store on site for composting; composted soil shall be utilized in mixing with cleari topsoil for landscape azeas including the baseball field grading conshvction; grade the site according to the construction drawings in providing the retention ponds, final grades of the baseball fields, construct sub-grades of asphalt parking areas and driveways, gass parkiu�g areas, concrete flatwork areas; Owner has stripped the clay and pulverized crushed shell warning track materials from the existing ball fields and has stored at the City's Nursery Facility for the Site Civil Contractor to collect and reconstruct the baseball clay infields and warning track areas, final g�•ading in preparation of sod instaliations of ball fields and other site areas. The Owner has elected to provide direct purchase orders for building mat:��rials to the Site Civil Contractor's material vendors in having state sales tax saving for this project. The Owner will provide purchase orde��s to the various material vendors for the Site Civil Contractor providing building materials and other miscellaneous materials to construct the :site civil construction works for this project. The successful bidder shall, at the preconsh�uction meeting, provide his vendors providing the huilding materials for the project. The successful bidder shall be included in the material vendor's the bill of quantities and dollar amount wh:ich shall include all applicable state sales for materials required for this project. The Owner will develop purchase orders for the Site Civil Conitractor's material vendors for the building materials less the state sales tax. Mandatory Pre-Bid Conference for all prospective bidders will be held on 1:30 PM, Monday, October 29, 2012 at Frank Conyers Park Conf. Rm. 714 N. Saturn Ave., Clearwater, FL 33755 Representatives of the Owner and Consulting A�rchitect & Engiaeer will be present to discuss this Projec� Sealed proposals will be received by the Purchasing Manager, at the Purchasing Office, located at the Municipal Services Bldg., 100 S. Myrtle Ave., 3'� Floor, Clearwater, Florida 33756-5520, until 1:30 P.M. on Thursdav, November, 08. 2012, and publicly opened and read at that hour and place for SID LICKTON PARK- SITE CIVII. CONSTRUCTION. 12-0024PR-A A complete bidders package containing plans, specifications, bond forms, contract form, affidavits and proposal .I'orm is available to the general public (Contractors, Sub-contractors, suppliers, vendors, etc.) for review and purchase. H�nwever, sealed proposals will only be accepted from those Contractors that are currently City pre-qualified Contractors, or has prf;viously contracted with Parks & Recreation Department and has a minimum of 5 years experience in similaz the construction cate:gory of Roadwav & Parkin¢ Lot Construction with a minimum pre-qualification or similar size project in the amount of $300,000.0���. Contractors wanting to pre-qualify to bid this project must do by fdling out attachment in bid nroaosal referencinQ of ;6ve (5) references with project name, value of project, contact pezson, address, phone number, fax number and e-mail address sudbmitted along with bid proposal on the bid opening date. Bid bond is required; contractor must hold his bid for a minimum of ninety days from date of bid opening. The right is reserved by the City Manager of the City of Clearwater, Florida to reject any or all bids. The City of Clearwater, Florida Michael Murray, Purchasing Manager {727)562-4633 � SectionI112-0024-PR-A.doc � Page 1 of 1 7/23/2012 � , � � � SECTION il INSTRUCTIONS TO BIDDERS Table of Contents: 1 COPIES OF BIDDING DOCUMENTS ..........................................................................1 2 QUALIFICATION OF BIDDERS ..................................................................................1 3 EXAMINATION OF CONTRACT DUCUMENTS AND SITE .................................1 4 IN'TERPRETATIONS AND ADDENDA ....................................................................... 2 5 BID SECURITY OR BID BOND .................................................................................... 3 6 CONTRACT TIME .......................................................................................................... 3 7 LIQiJIDA'1'ED DAMAGES ............................................................................................. 3 8 SUBSTITUTE MATERIAL AND EQUIPMENT ......................................................... 3 9 SUBCONTRACTORS ......................................................................................................3 10 BID/PROPOSAL F�RM ................................................................................................. 4 11 SUBMISSION OF BIDS .................................................................................................. 4 12 MODIFICATION AND WITHDRAWAL OF BIDS .................................................... 5 13 REJECTION OF BIDS .................................................................................................... 5 14 DISQUALIFICATION OF BIDDER .............................................................................. 5 15 OPE1�1I1�iG OF BIDS ......................................................................................................... 5 � 16 17 � � � � � � 18 LICENSES, PERNIITS, ROYALTY FEES AND TAXES ........................................... 5 IDENTICAL TIE BIDS/VENDOR DRUG FREE WORKPLACE ............................. 6 AWARDOF CONTRACT ............................................................................................... 7 19 BID PROTEST .................................................................................................................. 7 20 TRENCH SAFETY ACT ................................................................................................. 9 21 CONSTRUCTION SITE EROSION AND SEDIMENT CONTROL MANAGEMENTMEASURES ....................................................................................... 9 Site Civil SectionII[1].doc i 4/3/201:! � Section A— Instr�ctions to Bidders � 1 COPIES OF BIDDING DOCUMENTS � 1.1 Complete sets of the Bidding Documents aze available at the City of Clearwater's Plan Room — website address: www.myclearwater.com/cityprojects. Price of Contract Documents and Plans, as indicated on the City's Website, reflects reproduction costs only, � which is non-refundable. A complete bidder's package containing plans, specifications, bond forms, contract form, affidavits and bid/proposal form is available only to pre-qualified bidders. Contractors, suppliers, or others who are not pre-qualified but who may be a � possible 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 must be used in preparing bids. Neither the City nor � the Engineer sha11 be liable for errors or misinterpretations resulting from the use of' incomplete sets of Bidding Documents, by Bidders, sub-bidders or others. � 13 The City, in making copies of Bidding Documents available on the above terrns, does so only for the purpose of obtaining Bids on the Work and does not confer a license or grant any other permission to use the documents for any other purpose. � 2 QUALIFICATION OF BIDDERS �J � � � �J � � � � 2.1 Each prospective Bidder must pre-qualify to demonstrate, to the complete satisfaction of the City of Clearwater, that the Bidder has the necessary facilities, equipment, abiliiy, financial resources and experience to perform the work in a satisfactory manner before obtaining drawings, specifications and contract documents. An application package for pre- qualification may be obtained by contacting the City of Clearwater, Engineering Department, P.O. Box 4748, Clearwater, Florida 33758-4748 (mailing address); 100 South Myrtle Avenue, Clearwater, Florida 33756-5520 (street address oxily) or by phone at (72� 562-4750. Pre-Qualification requirements information is also available on City of' Clearwater Website at address: www.myclearwater.com/gov/deptslpwa/en�in/Construction/prequal.asp. Contractors wanting to pre-qualify to bid on a project as a General Contractor must do so two weeks (ten work days) prior to the bid opening date. Bidders currently pre-qualified by the City do not have to make reapplication. 3 EXAMINATION OF CONTRACT DOCUMENTS AND SITE 3.1 It is the responsibility of each Bidder, before submitting a Bid, to (a) examine the Contract Documents thoroughly; (b) visit the site to become familiar with ]ocal conditions that may in any manner affect cost, progress, performance or fumishing 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 thase reports of explorations and tests of subsurface conditions at the site which have been utilized by the Engineer in the preparation of the Contract Documents, bidder may rely upon the accuracy of the technical data contained in such reports but not upon non-technical. data, interpretations or opinions contained therein or for the completeness thereof for the: purposes of bidding or construction. In reference to those drawings relating to physical. Site Civil SectionII[1].doc Page l of 9 4/3/2012. Section II — Instructions to Bidders conditions of existing surface and subsurface conditions (except Underground Facilities) which are at or contiguous to the site and which have been utilized by the Engineer in preparation of the Contract Documents, bidder may rely upon the accuracy of the technical data contained in such drawings but not upon the completeness thereof for the purposes of bidding or construction. 3.3 Information and data reflected in the Contract Documents with respect to Underground Facilities at or contiguous to the site are based upon information and data furnished to the City and Engineer by owners of such Underground 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 furnished to prospective Bidders on subsurface conditions, Underground Facilities, other physical conditions, possible conditions, and possible changes in the Contract Documents due to differing conditions appear in the General Conditions. 3.5 Before submitting a Bid, each Bidder shall, at Bidder's own expense, make or obtain any additional examinations, investigations, explorations, � tests and studies and obtain any additional information and data which pertain to the physical conditions (surface, subsurface and Underground Facilities) at or contiguous to the site or otherwise which may affect cost, progress, performance or fumishing the work in accordance with the time, price and other terms and conditions of the Contract Documents. 3.6 On request in advance, City will provide each Bidder access to the site to conduct such explorations and tests at Bidder's own expense as each Bidder deems necessary for submission of a Bid. Bidder shall fill all holes and clean up and restore the site to its former condition upon completion of such explorations and tests. 3.7 The lands upon which the Work is to be performed, rights-of-way and easements for access thereto and other lands designated for use by the Contractor in perfornzing the Work are identified in the Contract Documents. All additional lands and access thereto required for temporary construction facilities or storage of materials and equipment are to be provided by the Contractor. Easements for permanent structures or permanent changes in existing structures are to be obtained and paid for by the City unless otherwise provided in the Contract Documents. 3.8 The submission of a Bid will constitute an unequivocal representation by the Bidder tha.t the Bidder has complied with every requirement of these Instructions to Bidders and that, without exception, the Bid is premised upon performing and furnishing the Work required by the Contract Documents by such means, methods, techniques, sequences or procedures of conshuction as may be indicated in or required by the Contract Documents, and that the Contract Documents aze sui�icient in scope and detail to indicate and convey understanding of all terms and conditions of performance and fiunishing 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 questions will be issued by Addenda, by the City's planroom to a11 parties recorded by the City's planroom as planholders having received the Bidding Docurnents. Questions received after the time frame specified at the pre-bid meeting prior to the date for opening of Site Civil SectionII[I].doc Page 2 of 9 4/3/2012 � � �� u � � Lf �J � L _l �� � �� � � r 4.2 � � � � � � l � � � � 5 Se,ction II — Instructions to Bidders Bids may not be answered. Only information provided by formal written Addenda will be binding. Ora1 and other 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 of Clearwater in an amount equal to ten percent (10%) of the Bidder's maximum Bid price and in the form of' a certified or cashier's 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 fumished the required Payment and Performance bonds, whereupon the Bid Security will be retumed. If the Successful Bidder fails to execute, deliver the Agreement and furnish the required Bonds within ten (10) 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 forfeited. The Bid Security of any Bidder whom the City believes to have a reasonable chance of receiving the award may be retained by the City until the successful execution of' the agreement with the successful Bidder or for a period up to ninety (90) days following bid opening. Security of other Bidders will be returned approximately fourteen (14) days after the Bid opening. 5.3 6 6.1 7 7.1 8 The Bid Bond shail be issued in the favor of the City of Clearwater by a surety company qualified to do business in, and having a registered agent in the State of Florida. CONTRACT TIME The number of consecutive calendar days within which the work is to be completed is set forth in the Technical Specifications. LIQUIDATED DAMAGES Provisions for liquidated damages are set forth in the Contract Agreement. SUBSTITUTE MATERIAL 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" item may be furnished or used, application for its acceptance will not be considered by the Engineer until after the effective date of the Contract Agreement. The procedure for submittal of any such application is described in the General Conditions and as supplemented in the Technical Specifications. � 9 SUBCONTRACTORS u � � 9.1 If requested by the City or Engineer, the Successful Bidder, and any other Bidder so requested, sha11, within seven ('� days after the date of the request, submit to the Engineer an experience statement with pertinent information as to similar projects and other evidence of qualification for each Subcontractor, supplier, person and organization to be used by the Site Civi1 SectionII[1].doc Page 3 of 9 4/3/2012 9.2 10 Section II— Instructions to Bidders Contractor 'vn the completion of the Work. The amount of subcontract work sha11 not exceed fifty percent (50%) of the Work except as may be specifically approved by the Engineer. If' the Engineer, a,f�er due investigation, has reasonable objection to any proposed Subcontractor, supplier, other person 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 Bidder declines to make any such subskitution, the City may awazd the contract to the next lowest. and most responsive Bidder that proposes to use acceptable Subcontractors, Suppliers, and. other persons and organiza.tions. 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 or organization listed by the Contractor and to whorn. the Engineer does not make written objection prior to the recommendation of awazd to the City Council will be deemed acceptable to the City subject to revocation of such acceptance: a.fter the Effective Date of the Contract Agreement as provided in the General Conditions. No Contractor sha11 be required to employ any Subcontractor, supplier, person or• organization against whom he has reasonable objection. , BID/PROPOSAL FORM 10.1 The Bid/Proposal Form is included with the Contract Documents and shall be completed in� ink or by typewriter. All blanks on the Bid/Proposal Forms must be completed. Unit Price<,� shall be to no more than two decimal points in dollars and cents. The Bidder must state in� the Bid/Proposal Form in words and numerals without delineation's, alterations or erasures„ the price for which he will perform 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 sha11 be for furnishing all equipment, materials, and labor for completing the; section or item as per the plans and contract specifications. Should it be found that quantitie�� or amounts shown on the plans or in the proposal, for any part of the work, are exceeded or should they be found to be less after the actual construction of the work, the amount bid for each section or item will be increased or decreased in direct proportion to the unit prices bidl for the listed individual items. 10.2 Bids by corporations sha11 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; corporate seal shall be affixed. The corporate address and state of incorporation shall be: shown below the Signature. If requested, the person signing a Bid for a corporation o�r partnership shall produce evidence satisfactory to the City of the person's authority to bincl. the corporation or partnership. 10.3 Bids by par�erships 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 thf:: partnership shall be shown below the signature. 10.4 All names shall be typed or printed below the signature. 11 SUBMISSION OF BIDS 11.1 Sealed Bids shall be submitted at or before the time and at the place indicated in thf:. � Advertisement for Bids and shall be submitted in a 8.5"xll" manila envelope with thf:. project name and number on the bottom left hand corner. If forwazded by mail, the Bid shalll be enclosed in another envelope with the notation "Bid Enclosed" on the face thereof andl � Site Civil SectionII(1].doc Page 4 of 9 4/3/201:i: � � � � � lu � � � � � � Section II — Instructions to Bidders addressed to the City of Clearwater, attention Purchasing Manager. Bids will be received at the office indicated in the Advertisement until the time and date specified. Telegraphic or facsimile bids received by the Purchasing Manager will not be accepted. 12 MODIFICATION AND WITHDRAWAL OF BIDS 12.1 Bids may be modified 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 modification sha11 be in writing and signed by a person duly authorized to do so. Withdrawal of 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 withdrawn or modified. 12.2 After a bid is received by the City, the bidder may request to modify the bid for typographical or scrivener's errors only. The bidder must state in writing to the City that a typographical or scrivener's error has been made by the bidder, the nature of the error, the requested correction 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 sole discretion to accept, reject, or 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 Bids, and to waive any and all informalities. Crrounds for the rejection of a bid include but are not limited to a material omission, unauthorized alteration of form, unauthorized alternate bids, incomplete or unbalanced unit prices, or irregularities of 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 doubtfial financial ability or fails to meet any other pertinent standard or criteria established by the City. The City reserves the right to decide which bid is deemed to be the lowest and best in the interest of the public. 14 DISQUALIFICATION OF BIDDER 14.1 Any or a11 bids will be rejected if there is any reason for believing that collusion exists among the bidders, the participants in such collusion will not be considered in future proposals for the same work. Each bidder shall execute the Non-Collusion �davit contained in the Contract Documents. 15 15.1 16 OPENING OF BIDS 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 opening of bids. LICENSES, PERMITS, ROYALTY FEES AND TAXES � 16.1 The Contractor shall secure all licenses and permits (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 Ordinances and regulations; which � in any manner efFect the prosecution of the work. City of Clearwater building permit fees Site Civil SectionII[1J.doc Page 5 of 9 4/3/2012 � 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 myalty fees due to the use of any construction or operation process, which is protected by patent rights except as specifically stated otherwise in the Technical Specifications. The amount of myalty fee, if any, sha11 be stated by the Contractor. 16.3 The Contractor sha11 pay all applicable sales, consumer, use and other t�es required by law. The Contractor is responsible for reviewing the pertinent State Statutes involving the sales tax and sales t� exemptions and complying with all requirements. 16.4 The City of Clearwater is exempt from state sales ta�� on materials incorporated into the WORK. The City of Cleaiwater reserves the right to implement the Owner Direct Purchase (ODP) Option, if indicated in the Scope of Work Description in Section IV — Technical Specifications and as defined in Section III — General Conditions. � � � � � 17 IDENTICAL TtE BIDSNENDOR DRUG FREE WORKPLACE .� 17.1 In accordance with the requirements of Section 287.087 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 or more bids which are equal with respect to price, quality, and service aze received by the City for the procurement of commodities or contractual services, a bid received from a business that certifies that it has implemented a drug-free workplace program shall be given preference in the award process. Established procedures for processing tie bids will be followed if none or all of the tied bidders have a drug-free workplace program. In order to have a drug-free workplace program, a contractor shall supply the City with a certificate containing the following six statements and the accompanying certification statement: (1) Publish a statement notifying employees that the unlawful manufacture, dislribution, dispensing, possession, or use of a contro�led substance is prohibited in the workplace and specifying the actions that will be taken � against employees for violations of such prohibition. (2) Inform employees as to the dangers of drug abuse in the workplace, the business's policy of maintaining a drug-free workplace, any available drug counseling, rehabilitation, and employee assistance programs, and the penalties that may be imposed upon employees for 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 in 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 terms of the statement and will notify the employer of any conviction of, or plea of guilty or nolo contendere to, any violation of chapter 893, or of any controlled substance law, of the United States, or of any state, for a violation occurring in the workplace no later than five (5) days after such conviction. (5) Tmpose a sanction on, or require the satisfactory participation in a drug abuse assistance or rehabilitation program if such is available in the employee's community, by any employee who is so convicted. Site Civi1 SectionII[1].doc Page 6 of 9 � � � � � � � � � � 4/3/2012 � � � � � � � � � � � � Section II — Inshvctions 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 fum does/does not (select only one} fully comply with the above. requirements. 18 AWARD OF CONTRACT 18.1 Discrepancies between words and figures will be resolved in favor of words. 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 of any column of' figures and the correct sum thereof will be resolved in favor of the correct sum. 18.2 In evaluating the Bids, the City will consider the qualifications 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/Proposal 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 other persons, 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 awazded to the lowest responsible, responsive Bidder whose evaluation by the City indicates to the City that the awazd will be in the best interest of the City. 18.4 Awazd of contract will be made for 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 connection with the solicitation or awazd of a contract may seek resolution of his/her complaints initially with the Purchasing Manager, and if not satisfied, with the City Manager, in accordance with protest procedures set forth in this section. 19.2 PROTEST PROCEDURE: A. A protest with respect to the specifications of an invitation for bid or request for proposal sha11 be submitted in writing a minimum of five (5} work days prior to the operung of the bid or due date of the request for proposals, unless the aggrieved person could not have been reasonably expected to have knowledge of the facts giving rise to such protest prior to the bid opening 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 to award of contract sha11 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, whichever is eazlier. Notice of intent to awazd will be forwarded to bidders upon telephonic or written request. Protests of recommended awazd should cite Site Civil SectionII[l].doc Page 7 of 9 � 4/3/2012 � 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 (5} day requirements noted in both A and B above may be granted if the aggrieved person could have not been reasonably expected to have knowledge of the facts giving rise to such protest prior to the bid opening, posting of intent to award, or due date for requests for proposals. Request for exceptions should be made in writing, stating reasons for the exception. D. The Purchasing Manager sha11 respond to the fomial written protest within five (S) work days of receipt. The Purchasing Manager's response will be fully coordinated with the appropriate Department Director and the Assistant City Manager. E. If the protestor is not satisfied with the response from the Purchasing Manager, � he/she may then submit in writing within five (5) work days of receipt of that response his/her reason for dissatisfaction, along with copies of his/her original formal protest letter and the response from the Purchasing Manager, to the City � Manager. F. The City Manager as Purchasing Agent for the City has the fmal authority in the matter of protests. The City Manager will respond to the protestor within ten (10) work days of receipt of the appeal. 19.3 PROTEST FEE: � When filing a formal protest, the protesting vendor must include a fee in the amount of 5% of the selected vendor's total bid to offset the City's additional expenses related to the protest. This fee sha11 not exceed $2,500 nor be less than $50. If either the Purchasing � Manager or the City Manager upholds the protest, the City will refund 100% of the fee paid. I9.4 STAY OF PROCUREMENT DURING PROTEST: In the event of a timely protest, the Purchasing Manager shall not proceed with the solicitation or award of contract until all � administrative remedies have been exhausted or until the City Manager makes written determination that the awazd of contract without delay is necessary to protect the best interest of the City. � Site Civi] SectionII[1].doc Page 8 of 9 4/3/2012 � � � � ��' � � � � � � � � � Section II — Instructions to Bidders 20 TRENCH SAFETY ACT 20.1 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 553.60-553.64, 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 Protection Agency (EPA) National Pollution Discharge Elimination System (NPDES) stormwater permit and implement stormwater pollution prevention plans (SWPPP'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 construction-related sediment loadings is critical to maintaining water quality. The implementation of proper erosion and sediment control practices during the construction stage can significantly reduce sediment loadings to surface waters. B. Prior to land disturbance, prepare and implement an approved erosion and. sediment control plan or similar administrative document that contains erosion. and sediment control provisions. NPDES Management Environmental Division Management Practices. References EPA website Site Civil SectionII[l].doc Measures available at Citv of Clearwater En 'nig_ ee_ring; and EPA websites to help address construction-related Bes1: Page 9 of 9 4/320T'1. �� � Table of Contents: � 1 2 � 2.1 2.2 2.3 � 2.4 2.5 � 2.6 � � SECTION 111 GENERAL CONDITIONS DEFINITIONS..................................................................................................................1 PRELIMINARY MATTERS ........................................................................................... 5 DELIVERY OF BONDS AND CERTIFICATES OF INSURANCE ............................ 5 COPIESOF DOCUMENTS ............................................................................................ 5 CONIlvIENCEMENT OF CONTRACT TIMEINOTICE TO PROCEED; STARTING THEPR03ECT ................................................................................................................ 5 BEFORE STARTING CONSTRUCTION ..................................................................... 5 PRECONSTRUCTION CONFERENCE ........................................................................ 6 PROGRESSMEETINGS ................................................................................................ 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 CONDI'TIONS, IJNDERGROUND FACILITIES ..................................... 8 4.4 REFERENCE POINTS .................................................................................................... 9 BONDSAND INSURANCE ............................................................................................ 9 5.1 PERFORMANCE AND PAYMENT BONDICONTRACT BOND........ 5.2 INSURANCE ............................................................................................ 5.2.1 WORKER'S COMPENSATION INSURANCE .................................... 5.2.2 PUBLIC LIABILITYAND PROPERTYDAMAGE COVER�4GE....... 5.2.3 COMPREHENSIVE A UTOMOBILE LIABILITY ............................... 53 WAIVER OF RIGHTS ............................................................................. ..................... 9 ..................... 9 ................... 10 ................... 10 ................... 11 ...................12 6 CONTRACTORS RESPONSIBILITIES .....................................................................12 � 6.1 SUPERVISION AND SUPERIN'I'ENDENCE ................................................ 6.2 LABOR, MATERIALS AND EQUIPMENT .................................................. 6.3 SUBSTITUTES AND "OR EQUAL" ITEMS ................................................. � 6.4 SUBCONTR.ACTORS, SUPPLIERS AND OTHERS ..................................... 6.5 USE OF PREMISES ......................................................................................... � � � � 6. S.1 STAGING AREAS ..... ................. ....... ..................................................... 6. S. 2 RESTORATION TIME LIMITS .............................................................. 6.6 LICENSE AND PATENT FEES, ROYALTIES AND TAXES ................. 6.7 LAWS AND REGULATIONS .................................................................... 6.8 PERMITS ..................................................................................................... 6.9 SAFETY AND PROTEC'I'ION ................•--................................................ 6.10 EMERGENCIES .......................................................................................... 6.11 DRAWINGS ................................................................................................ SectionIII.doc ............. 12 ............. 13 ............. 14 .............14 ............. 15 ............. 1S ............. I S ............. 16 .............16 ............. 17 ............. 17 .............18 ............. 18 7/3Il2012 � 8 9 6.11.1 SHOP DR�4 WINGS, SAMPLES, RFls, and SUBMI7TAL REVIEW ........................ 18 6.11.2 AS BUILT DRAWINGS ............................................................................................ 19 6.11.3 CAD STANDARDS ................................................................................................... 21 6.11.4 DELIVERABLES :....................................................................................................23 6.12 CONTRACTOR'S GENERAL WARRANTY AND GUARANTEE ........................... 23 6.13 CONTINUING THE WORK ........................................................................................ 23 6.14 INDE1vINIFICATI ON .................................................................................................... 24 6.15 CHANGES IN COMPANY CONTACT INFORMATION ......................................... 24 OTHERWORK .............................................................................................................. 24 7.1 RELATED WORK AT SITE ........................................................................................ 24 7.2 COORDINATION .........................................................................................................25 10 11 12 13 14 9.1 9.2 9.3 9.4 9.5 9.6 OWNERS RESPONSIBILITY ...................................................................................... 25 OWNER REPRESENTATIVE'S STATUS DURING CONSTRUCTION .............. 25 OWNERS REPRESENTATIVE ................................................................................... 25 CLARIFICATIONS AND INTERPRETATIONS ........................................................ 26 REJECTING OF DEFECTIVE WORK ........................................................................ 26 SHOP DRAWINGS, CHANGE ORDERS, AND PAYMENTS .................................. 26 DECISIONS ON DISPU'I'ES ........................................................................................ 26 LIMITATIONS ON OWNER REPRESENTATIVE'S RESPONSIBILITIES ............. 27 CHANGES IN THE WORK .......................................................................................... 28 CHANGES IN THE CONTRACT PRICE ................................................................... 28 11.1 CHANGES IN THE CONTRACT PRICE .................................................................... 28 11.2 ALLOWANCES AND FINAL CONTRACT PRICE ADJUSTMENT ....................... 30 11.3 UNIT PRICE WORK .................................................................................................... 30 13.1 13.2 13.3 13.4 13.5 13.6 13.7 14.1 14.2 14.3 14.4 14.5 14.6 14.7 14.8 CHANGES IN THE CONTRACT TIME .................................................................... 31 TESTS AND INSPECTIONS, CORRECTION, REMOVAL OR ACCEPTANCE OF DEFECTIVE WORK ............................................................................................... 31 'I'ESTS AND INSPECTION .......................................................................................... 31 UNCOVERING THE WORK ....................................................................................... 32 OWNER'S REPRESENTATNE MAY STOP THE WORK ....................................... 32 CORRECTION OR REMOVAL OF DEFECTIVE WORK ........................................ 33 WARRANTY/CORRECTION PERIOD ...................................................................... 33 ACCEPTANCE OF DEFECTIVE WORK ................................................................... 33 OWNER MAY CORRECT DEFECTNE WORK ....................................................... 34 PAYMENTS TO CONTRACTOR AND COMPLETION ......................................... 34 APPLICATION F4R PROGRES S PAYMENT ........................................................... 34 CONTRACTOR'S WARR.ANTY OF TITLE ............................................................... 35 REVIEW OF APPLICATIONS FOR PROGRESS PAYMENTS ................................ 35 PARTIAL UT'ILIZA'l ION ............................. ........................................................... 36 FINALINSPEC'I'ION ................................................................................................... 37 FINAL A.PPLICATION FOR PAYMENT ................................................................... 37 FINAL PAYMENT AND ACCEPTANCE ................................................................... 37 WAIVEROF CLAIMS ................................................................................................. 38 SectionIII.doc ii 7/3 ] /2012 15 15.1 15.2 15.3 16 17 18 19 20 21 22 17.1 17.2 17.3 17.4 17.5 17.6 17.7 22.1 22.2 23 23.1 23.2 23.3 23.4 23.5 23.6 23.7 23.8 24 `� SUSPENSION UF WORK AND TERMINATION .................................................... 38 OWNER MAY SUSPEND THE WORK ...................................................................... 38 OWNERMAY TERMINATE ...................................................................................... 38 CONTRACTOR MAY STOP WORK OR TERMINATE ........................................... 40 DISPUTERESOLUTION .............................................................................................. 40 MISCELLANEOUS....................................................................................................... 40 SUBMITTAL AND DOCUMENT FORMS ................................................................. 40 GIVINGNOTICE .......................................................................................................... 40 NO'I`ICE OF CLAIM ..................................................................................................... 41 PROFESSIONAL FEES AND COURT COSTS INCLUDED ..................................... 41 ASSIGNMENTOF CONTRACT .................................................................................41 RENEWALOPTION .................................................................................................... 41 ROLL-OFF CONTAINERS AND/OR DUMPSTERS ................................................. 41 ORDER AND LOCATION OF THE WORK .............................................................. 41 MATERIALUSED ............:............................................................................................ 41 CONFLICT BETWEEN PLANS AND SPECIFICATIONS ..................................... 42 OWNER DIRECT PURCHASE (ODP) OPTION ....................................................... 42 RESIDENT NOTIFICATION OF START OF CONSTRUCTION .......................... 42 GENERAL.. .. . ..... . ..... ... ... ......... . .. .. .. ...... . ... .... ...... .... .. . .. ... .... .. . ... . ....... .... . ..... . . .. . ... ....... .... 42 EXAMPLE..................................................................................................................... 42 PROJECT INFORMATION SIGNS ............................................................................ 43 SCOPEAND PURPOSE ............................................................................................... 43 TYPE OF PROJECT SIGN, FIXED OR PORTABLE ................................................. 43 FIXEDSIGN ................................................................................................................. 44 PORTABLESIGNS ...................................................................................................... 44 SIGNCOLORING ......................................................................................................... 44 SIGNPLACEMENT ..................................................................................................... 44 SIGNMAINTENANCE ................................................................................................ 44 TYPICALPROJECT SIGN .......................................................................................... 45 AWARD OF CONTRACT, WORK SCHEDULE AND GUARANTEE .................. 45 SCRUTI1vIZED COMPANIES AND BUSINESS OPERATIONS WITH CUBA AND SYRIA CERTIFICATION FORM ..................................................................... 46 SectionIII.doc iii 7/31 /2011 � � 1 DEFINITIONS Section III — General Conditions � Addenda Written or graphic instrvments issued prior to the opening of Bids which clarify, correct or change the Bidding Requirements or the contract documents. * Agent Architect, engineer or other outside agency, consultant or person acting on behalf of the City. � Agreement The written contract between Owner and Contractor covering the Work to be performed; other Contract Documents are attached to the Agreement and made a part thereof as � provided therein. Application for 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 supporting documentation as is required by the Contract Documents. � Approve The word approve is defined to mean satisfactory review of the material, equipment or methods for general compliance 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 to verify in every detail conformance with the Drawings and Specifications. .� Bid The offer or proposal of the bidder submitted on the prescribed form setting forth the prices for the work to be performed. � Bidding Documents The advertisement or invitation to Bid, instxuctions to bidders, the Bid form, and the proposed Contact Documents (including all Addenda issued prior to receipt of Bids). � Bonds �� � � l _.1 Performance and payment bonds and other instruments of security. Change Order A written order to Contractor 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 on or after the effective date of the Agreement. City The City of Clearwater, Pinellas County, Florida. Construction Inspector A person who is the authorized representative of the Construction 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 Preconstruction Conference. The Construction Manager chairs the: Preconstruction Conference and is the authority on any disputes or decisions regazding; SectionIII_doc Page 1 of 49 7/3l/2012: Section III — General Condidons 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), Contractor's Bid (including documentation accompanying the bid and any post-Bid documentation submitted prior to the execution of the Agreement) when attached as an exhibit to the Agreement, the Bonds, Instructions to 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 to 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 Work. Contractor The Person with whom the Owner has entered into the Agreement. For the purposes of this contract, the person, firm or corporation with whom this contract or agreement has been made by the City of Clearwater or its duly authorized representative. Critical Path Method Corrstruction Schedule—CPM A graphic format construction schedule that displays construction activities as they relate to one another for the purpose of identifying the most efficient way to perform 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 midnight. Defective An adjective which when modifying the word Work refers to Work that is unsatisfactory, faulty or deficient, or does not conform to the Contract Documents or does not meet the requirements of any inspection, reference standard, test or approval referred to in the Contract Documents, or has been damaged prior to Engineers recommendation of final payment. Drawings The drawings, which will be identified in Technical Specifications 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 not Drawings as so defined. Engineer The duly appointed representative of the City Manager of the City of Clearwater. For the purposes of this contract, the City Engineer of the City of Clearwater, Pinellas County, Florida, or his authorized representative. For certain projects, the Engineer may serve as the Owner's Representative during construction. Engineer's Consultant A Person having a contract with Engineer to furnish services as Engineer's independent SectionIlI.doc Page 2 of 49 7/31/2012 � � � L� � � � � � �� � � � � Section III — Genera} Conditions professional associate or consultant with respect to the Project 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 Transportation (latest English edition). � � � � Furnish The words "fiunish", "furnish and install", "install", and "provide" or words of similar meaning shall be interpreted, unless otherwise specifically stated, to mean "furnish and install complete in place and ready for service". Inspection The term "inspection" and the act of inspecting means examination of construction to ensure that it conforms to the design concept expressed in the Drawings and Specifications. These terms shall not be construed to mean supervision, superintending or overseeing. Laws and Regulations . Any and all applicable laws, rules, regulations, ordinances, codes and orders of any kind of govemmental bodies, agencies, authorities and courts having jurisdiction. Liens Liens, charges, security interests or encumbrances upon real property or personal property. Milestone � A principal event specified in the contract Documents relating to an intermediate completion date or time prior 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 ntn and on which Contractor shall start to perform his; obligations under the Contract Documents. Owner The City of Clearwater, Florida. For the purposes of this contract, the person who is the; City's authorized representative from the City's Department with whom 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 constnzction. Owner's Representative Designee of the Owner with authority to act on behalf of the Owner during construction. Person A natural person, or a corporation, partnership, firm, organization, or other artificial entiTy. Project The total construction of which the Work to be provided under the Contract Document:> may be the whole or a part as indicated elsewhere in the Contract Documents. SectionIIl.doc Page 3 of 49 7/31/20L1 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 progressing. The names and positions of these persons shall be submitted to the City Engineer at the time of the pre-construction conference. This person or persons shall not be changed without written approval of City Engineer. Request for Information (RFI) An official written request for clarification of the intent of the contract documents from the Contractor to the Engineer. Shop Drawing All drawings, diagrams, illustrations, schedules and other data which are specifically prepared by or for Contractor to illustrate some portion of the Work and all illustrations, brochures, standard schedules, performance charts, instructions, diagrams and other information prepazed by a supplier and submitted by Contractor to illustrate material or equipment for some portion of the Work. Specifications Those portions of the Contract Documents 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 contract with Contractor or with any other Subcontractor for the performance of a part of the Work at the site. Substantial Completion The Work (or a specified part thereo fl which has progressed to the point where, in the opinion of Engineer, as evidenced by Engineer's definitive certificate of Substantial Completion, it is sufficiently complete, in accordance with the Contract documents, 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 payment as evidenced by the Engineer's recommendation of final payment. The terms "substantially complete" and "substantially completed" 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 Conditions. 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 Any person, firm or corporation which is bound with Contractor and which engages to be responsible for Contractor and his acceptable performance of the Work by a Bid, Performance or Payment Bond. SectionIII.doc Page 4 of 49 7/31/ZOI2 � � � � � � , � � � � � � � � � � � 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 underground to furnish any of the following services or materials: electricity, gases, steazn, liquid petroleum products, telephone or other communications, cable television, sewage and drainage removal or treatment, traffic or other control systems or water. Unit Price Work Work to be paid for on the basis of unit prices. Work The entire completed conshuction 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 incorporating materials and equipment into the construction, and performing or fizrnishing services and furnishing documents, all as required by the Contract Documents. Work Change Directive ' � A written directive to Contractor, 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 or unforeseen physical conditions under which the Work is to be � performed or 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 Order following negotiations by the parties as to its effect, if any, on the Contract Price or Contract Times. , � � 2 PRELIMINARY MATTERS 2.1 DELIVERY OF BONDS AND CERTIFICATES OF INSURANCE When Contractor 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 Contractor one (1) copy of Contract Documents for execution. Additional copies will be furnished, upon request, at the cost of reproduction. 2.3 COMMENCEMENT OF CONTRACT TIME/NOTICE TO PROCEED; STARTING THE PROJECT The Contract Time will commence on the day indicated in the Notice to Proceed. Contractor '� sha11 start to perform the work on the date the Contract Time commences to run. No work shall. be done at the site prior to the date that the Contract Time commences to run. � � � 2.4 BEF�RE STARTING CONSTRUCTION Before undertaking each part of the Work, Contractor shall carefully study and compare the; Contract Documents and check and verify pertinent figures shown thereon and a11 applicable: SectionIII.doc Page 5 of 49 7/31/2012: Section IIl — General Conditions field measurements. Contractor shall promptly report in writing to Engineer any conflict, error or discrepancy which Contractor may discover; and shall obtain a written interpretation 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 or discrepancy in the Drawings or Specifications, unless Contractor had actual knowledge thereof or should reasonably have known thereof. No verbal agreement or conversation with any officer, Agent or employee of the Ov►mer or Engineer's Consultant, either before or after the execution of this Contract, shall affect or modify any of the terms or obligations herein contained. Contractor shall not commence any work at any time without approved insurance required by these General Conditions. Failure to obtain this insurance will be the sole responsibility of the Contractor. 2.5 PRECONSTRUCTION CONFERENCE Within twenty (20) days of Award of 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 others as appropriate to establish a working understanding 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 Construction Department at the preconstruction conference. In these cases, the preconstruction conference 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 Conference a color Critical Path Method (CPM) Construction Schedule. This is to be a sequence of events including submittal review and procurement. Notice to Proceed is usually esta.blished at this conference and such date can be inserted into the schedule at that time. The Contractor sha11 also bring a Submittal Schedule for review by the Engineer. This is to make sure that the list is complete and this schedule shall be the basis of a Submitta.l Log. The Contractor shall deliver to the Owner's Representative at the preconstruction conference a completed Emergency Call List and a completed Authorized Signaiure List. The Owner's Representa.tive shall deliver to the Contractor at the preconstruction conference 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 to the Contractor at the preconstruction conference a Contractor evaluation package. This is for the purpose of rating the Contractor's performance for reference when considering future contracts and bid prequalification. 2.6 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 of the project. The Contractor shall bring to each meeting an updated submittal log, an updated request for information (RFI) log, a look-ahead schedule to cover the project activity from the current meeting to the next meeting, and all material test reports generated in the same time period. SectionIII.doc Page 6 of49 7/31/2012 � � � � � � � � � � � � � � � � � L�1 � � � � � r � � � � LJ �� � Section III — General Conditions 3 CONTRACT DOCUMENTS, INTENT 3.1 INTENT The Contract Documents comprise the entire Agreement between Owner and the Contractor concerning the Work. They may be altered only by written agreement. The Contract Documents are complementary; what is called for by one 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 thereofl to be constructed in accordance with the Contract Documents. Any Work, materials or equipment which may reasonably be infened from the Contract Documents or from prevailing custom or from trade usage as being required to produce the intended result will be furnished and performed whether or not specifically called for. When words or phrases, which have a well- known technical or construction industry or trade meaning, are used to describe Work, materials or equipment, such words or phrases shall be interpreted in accordance with that meaning. Clarifcations and interpretations of the Contract Documents shall be issued by the Owner's Representative. Reference to standards, specifications, manuals or codes of any technical society, organization or association, or to the code, Laws or Regulation of any govemmental authority, whether such reference be specific or by implication, shall mean the latest standard specification, manual or code, or Laws or Regulations in effect at the time of opening of Bids except as may be otherwise specifically stated in the Contract Documents. However, no provision of any referenced standard specification, manual or code, whether or not specially incorporated by reference in the responsibilities of Owner or Contractor as set forth in the Contract Documents;, shall change the duties and responsibilities of Owner, Contractor, Engineer or Owner's; Representative, or any of their Agents or employees from those set forth in the Contracl: Documents. Clariiications and interpretations of the Contract shall be issued by the Owner's; Representative. Each and every provision of law and clause required by law to be inserted in� these Contract documents shall be deemed to be inserted herein, and they shall be read and� enforced as through it were included herein, and if through 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 be physically annended to make such insertion. 3.2 REPORTING AND RESOLVING DISCREPANCIES If, during the performance of the Work, Contractor discovers any conflict, error, ambiguity or discrepancy within the Contract Documents or between the Contract Documents and any provision of any such Law or Regulation applicable to the performance of the Work or of any such standard, 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 proceecl with the Work affected thereby (except in an emergency) until an amendment or supplement tc, Contract Documents has been issued by one of the methods provided in these Genera:l Specifications, provided however, that Contractor shall not be liable to Owner, or Owner's Representative for failure to report any such conflict, error, ambiguity or discrepancy unles:�. Contractor knew or reasonably should have known thereof. SectionIII.doc Page 7 of 49 7/31/201:'1. 4 Section III — General Conditions AVAILABILITY OF LANDS; SUBSURFACE AND PHYSICAL CONDITIONS; REFERENCE POINTS 4.1 AVAILABILITY OF LANDS The Owner shall furnish, as indicated in the Contract Documents, the lands upon which the Work is to be Performed, 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 of general application but specifically related to use of lands so furnished with which contractor will have to comply in perforniing the Work. Easements for permanent structures or 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 Specifications for identification of those reports of investigations and tests of subsurface and latent physical conditions at the site or otherwise affecting cost, progress or performance of the Work which have been relied upon by Engineer in preparation of the Drawings and Specifications. Such reports are not guaranteed as to accuracy or completeness and are not part of the Contract Documents. Contractor shall promptly notify the Owner's Representative in writing of any subsurface or latent physical conditions at the site, or in an existing structure, differing materially from those indicated or referred to in the Contract Documents. Engineer will promptly review those conditions and advise if fiuther investigation or tests are necessary. Owner or Engineer sha11 obtain the necessary additional investigations and tests and furnish copies to the Engineer and Contractor. If Engineer finds that the results of such investigations or tests indicate that there are subsurface or latent physical conditions, which differ materially from those, indicated in the contract 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 to the site is based on information and data fnrnished to Owner or Engineer by the owners of such Underground Facilities or by others. Unless otherwise expressly provided in the Contract Documents, Owner and Engineer shall not be responsible for the accuracy or completeness 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) coordination of the Work with the owners of such Underground Faciiities during construction, and (iv) the safety and protection of all such Underground Facilities and repairing any damage thereto resulting from the Work. The Contractor is required to call the LOCAL PUBLIC UTILITY NOTIFICATION CENTER prior to any excavation per State regulations and to notify any utility owners who are not a member of the LOCAL PUBLIC UTILITY NOTIFICATION CENTER prior to any excavation. The LOCAL PUBLIC UTILITY NOTIFICATION CENTER is an agency for the protection and location of utilities prior to any excavation and contact number is available in local telephone directory. SectionIII.doc Page 8 of 49 7/31/2012 � � � LJ � r � �� � � � � � � � � � � � � � � � Section III — General Conditions 4.4 REFERENCE POINTS Engineer shall provide engineering surveys to establish reference points for construction, 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 malce no changes or relocations without the prior written approval of the Owner and Engineer. Contractor shall report to Engineer whenever any reference point is lost or destroyed or requires relocation because of necessary changes in grades or locations, and shall be responsible for the accurate replacement or relocation of 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 to the project 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 on the project. All time shall be computed in one-hour increments with a minimum charge of one hour. 5 5.1 BONDS AND INSURANCE PERFORMANCE AND PAYMENT BOND/CONTRACT BOND Contractor shall furnish a Performance and Payment Bond in an amount 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 iand regulations or by the Contract Documents. Contractor shall also 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 of Authority as Acceptable Sureties on Federal Bonds and as Acceptable Reinsuring Companies" as published in Circular S70 (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. A.11 bonds shall be deemed to contain all of the Conditions of Section 255.05, Florida Statutes, even if such. language is not directly contained within the bond and the Surety shall be licensed and qualified. � to do business in the State of Florida. Owner reserves the right to reject any surety. If the Surety on any Bond furnished by the Contractor is declared bankrupt or becomes insolvent or its right to do business is terminated in any state where any part of the Project is located or it ceases to meet: � the requirements of these Contract Documents, the Contractor shall within five days after notice; thereof substitute another Bond and surety, both of which must be acceptable to Owner. � � u � 5.2 INSURANCE Contractor sha11 purchase and maintain such liability and other insurance as is appropriate for the; Work being performed and fumished and as will provide protection from claims set forth below which may azise out of or result from Contractor's performance and furnishing of the Work ancl Contractor's other obligations under the Contract Documents, whether it is to be performed or furnished by Contractor, and Subcontractor or Supplier, or by anyone directly or indirectly employed by any of them to perform or furnish any of the Work, or by anyone for whose act�c any of them may be liable for the following: (i) Claims under worker's compensation, disabilit�� benefits and other similar employee benefit acts; (ii) Claims for damages because of bodily SectionIII.doc Page 9 of 49 7/31/2011 Section III—General Conditions injury, occupational sickness or disease, or death of Contractor's employees; (iii) Claims for damages because of bodily injury, sickness or disease, or death of any person other than Contractor's employees; (iv) Claims for damages insured by customary personal injury liability coverage which are sustained by any person as a result of an offense directly or indirectly related to the employment of such person by Contractor, or by any other person for any other reason; (v) Claims for damages, other than to the Work itself, because of injury to or destruction of tangible property wherever located, including loss of use resulting therefrom; and (vi} Claims for damages because of bodily injury or death of any person or property damage arising out of the ownership, maintenance or use of any motor vehicle. The Contractor shall deliver to the Owner, . 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 policies 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 Supplementary 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 completed operations insurance; (iii) include contractual liability insurance covering Contractor's indemnity obligations in Article for Contractor's Responsibilities; (iv) contain a provision 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 insurance has been issued (and the certificates of insurance furnished by the Contractor as described in this paragraph); (v} remain in effect at least until final payment and at all times thereafter when Contractor may be correcting, removing or replacing defective Work in accordance with Article for Correction of Defective Work; (vi) with respect to completed operations insurance, and any insurance coverage written on a claims-made basis, shall remain in effect for at least two years after fmal payment. Contractor shall fiunish the Owner and each other additional insured identified in the Supplementary Conditions to whom a certificate of insurance has been issued evidence satisfactory to the Owner and any such additional insured, of continuation of such insurance at final payment and one year thereafter and (vii) Name and telephone number of the authorized 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 Contract Award Amount Contract Award Amount Under $1,000,000. $1,000,000. and Over (1) Workers' Compensation Statutory Statutory (2) Employer's Liability $500,000. $1,000,000. 5.2.2 PUBLIC LIABILITY AND PROPERTY DAMAGE COVERAGE Comprehensive General Liability including Premise/Operations; Explosion, Collapse and Underground Property Damage; Products/Completed Operations, Broad Form Contractual, Independent Contractors; Broad Form Property Damage; and Personal Injury liabilities: SectionIII.doc Page 10 of 49 7/31/2012 � r � � � � � � � � � � � � � � � � � � � � LJ � � � � � Section III — General Conditions Contract Award Amount Contract Award Amount Under $1,000,000. $1,000,000. and Over (1) Bodily Injury: $500,000. Each $1,000,000. Each Occurrence Occurrence $1,000,000. Annual $1,000,000. Annual Aggregate Aggregate (2) Property Damage: $500,000. Each $1,000,000. Each Occurrence Occurrence $1,000,000. 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 others), hired and non-owned vehicles: Contract Awazd Amount Contract Award Amount Under $1,000,000. $1,000,000. and Over (1) Bodily 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 Owner of the Contractor's Certificate of Insurance, or other similar document does not constitute acceptance or approval of amounts or types of 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 protect the interests of Contractor, Subcontractors or others in the Work. 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 from the first dollar of exposure unless otherwise stipulated. No deductibles will be: accepted without prior approval from Owner. LJ � LJ � Longshore and Harbor Worker's Comuensation Act: Section 32 of the Act, 33 U.S.C. 932, requires an employer, with employees in maritime employment, to secure the payment oi' benefits under the Act either by insuring with an insurance carrier authorized by the U.S„ Department of Labor, or to be authorized by the U.S. Department of Labor as a self-insurer. For General Contractors: Section 4(a) of the Act provides that every employer shall be liablF, for and sha11 secure the payment to his employees of the compensation payable under Sections 7;, 8, 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 compensation shall the contractor be liable for and be required tc► secure the payment of compensation. SectionIII.doc Page 11 of 49 7/31/2012. Section III — General Conditions 5.3 WAIVER OF RIGHTS The Owner and Contractor intend that all policies purchased in accordance with Article on Insurance will protect the Owner, Contractor, Subcontractors, Engineer, Engineer's Consultants and a11 other persons or entities identified in the Supplementary Conditions to be listed as insured or additional insured 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 insurers will have no rights of recovery against any of the insured or additional insured thereunder, the Owner and Contractor waive a11 rights against each other and their respective officers, directors, employees and agents for all losses and damages caused by, arising out of or resulting from any of the perils covered by such policies and any other property insurance applicable to the work; and, in addition, waive all such rights against Sub-contractors, Engineer, Engineer's Consultants and a11 other persons or entities identified in the Supplementary Conditions to be listed as insured or additional insured under such policies for losses and damages so caused. None of the above waivers 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 officers, directors, employees and agents of any of them for: (i) loss due to business interruption, loss of use or other consequential loss extending beyond direct physicalloss or damage to the Owner property 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 thereof caused by, arising out of or resulting from fire or other insured peril covered by any property insurance maintained on the completed Project or part thereof by the Owner during partial utilization, after substantial completion or after final payment. 6 CONTRACTORS RESPONSIBlLITIES 6.1 SUPERVISION 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 procedures of construction. Contractor shall not be responsible for the negligence of others in the design or specification of a specific means, method, technique, sequence or procedure of construction which is shown or indicated in and expressly required by the Contract Documents. Contractor shall be responsible to 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 Contractor. All communications to the superintendent shall be as binding as if given to Contractor. The Contractor's superintendent shall keep a mobile cell phone on his person so he can be contacted whenever necessary. Contractor shall employ only competent persons to do the work an Representative shall notify Contractor, in writing, that any person o incompetent, unfaithful, disorderly, or otherwise unsatisfactory, such SectionIIl.doc Page 12 of 49 d whenever the Owner's n the work appears to be person shall be removed 7/31/2012 � � � � � � � �J � � � � i � � � � � � � � � � � � � 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 overtime work in excess of the regular working 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 made 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 chazgeable hours for inspection costs on weekends or holidays shall be four hours. The cost of overtime inspection per hour shall be $60.00 per hour. Contractor shall provide and maintain in a neat and sanitary condition, such sanitary accommodations for the use of Contractor's employees as may be necessary to comply with the requirements of Laws and Regulations and the Engineer. 6.2 LABOR, MATERIALS AND EQUIPMENT Contractor shall provide competent, suitably qualified personnel to survey, lay out and construct the work as required by the Contract Documents. Contractor sha11 at all times maintain good discipline and order at the site. Except as otherwise required for 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 Documents, all work at the site shall be performed during regular working hours and Contractor will not permit overtime work or the performance of work on Saturday, Sunday, or any legal holiday without the Owner consent given after prior notice to Engineer. Unless otherwise specified in the General Requirements, Contractor shall fumish and assume full responsibility for all materials, equipment, labor, transportation, construction equipment and machinery, tools, appliances, fuel, power, light, heat, telephone, water, sanitary facilities, temporary facilities, and all other facilities and incidentals necessary for the fizmishing, performance, testing, start-up and completion of the Work. All materials and equipment installed in the Work shall be of good quality and new, except as othervvise provided in the Contract Documents. If required by Engineer, Contractors shall fumish satisfactory evidence (including reports of required tests) as to the quality of materials and equipment. 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 improperly stored, may be rejected by the Engineer without testing. All materials and equipment shall be applied, installed, connected, erected, used, cleaned and � conditioned in accordance with the instructions of the applicable manufacturer, fabricator, supplier, or distributor, except as otherwise provided in the Contract Documents. � � � � The City of Clearwater, at its sole discretion, 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 Owner of� Clearwater, at no additional cost, to implement the ODP documents and procedures. SectionIII.doc Page 13 of49 7l31/2012 Section III — General Conditions 6.3 SUBSTITUTES AND "OR EQUAL" ITEMS Whenever an item of material or equipment is specified or described in the Contract Documents by using the name of a proprietary item or the name of a particular Supplier, the specification or description is intended to establish the type, function and quality required. Unless the specification or description contains or is followed by words reading that no like, equivalent or "or equal" item or no substitution is permitted, other items of material or equipment or material or equipment of other Suppliers may be accepted by Engineer. If in Engineer's sole discretion an item of material or equipment proposed by Contractor is functionally equal to that naxned and suificiently 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 not qualify as an"or equal" item, it may be considered as a proposed substiiute item. Contractor shall submit sufficient information as required by the Engineer to allow the Engineer to determine that the item of material or equipment proposed 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 other than Contractor. Request for substitute and "or equal" items 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" item will be at Contractor's expense. Engineer will be allowed a reasonable time to evaluate each proposal or submittal made per this paragraph. Engineer will be sole judge of acceptability. 6.4 SUBCONTRACTORS, SUPPLIERS AND OTHERS The Contractor shall deliver to the Owner's Representative before or at the preconstruction conference a list of all Subcontractors, suppliers and other persons and organizations proposed by the Contractor for Work to be performed on the Project. The Contractor shall include with this list the qualifications and references for each Subcontractor, supplier or other person and organization for review and approval. Any changes to this list must be submitted to the Owner's Representative for approval prior to the substitution of any Subcontractors, suppliers or other persons and organizations before performing any Work on the Project for the Contractor. Contractor shall be fully responsible to Owner and Engineer for all acts and omissions of the Subcontractors, Suppliers and other persons performing 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 Docuxnents shall create for the benefit of any such Subcontractor, Supplier or other person 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 moneys due any such Subcontractor, Supplier or other person. Contractor shall be solely responsible for scheduling and coordinating the work of Subcontractors, Suppliers and other persons performing or furnishing any of the work under a direct or indirect contract with Contractor. Contractor shall require all Subcontractors, Suppliers and such other persons performing or furizishing any of the work to communicate with the Engineer through Contractor. The divisions and sections of the Specifications and the identifications of any Drawings shall not control Contractor in dividing the work among Subcontractors or Suppliers or delineating the work to be performed by any specific trade. SectionIII.doc Page 14 of 49 7/31/2012 � � � � �� � � l__, � � � � Section III — General Conditions All work performed for Contractor by a Subcontractor or Supplier will be pursuant to an appropriate agreement between Contractor and the Subcontractor 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. Contractor shall not pay or employ any Subcontractor, Supplier or other person or organization whether initially or as a substitute, against whom Owner or Engineer may have reasonable objection. Contractor shall not be required to employ any Subcontractor, Supplier or other person or organization to furnish or perform any of the work against whom Contractor has reasonable objection. Owner or Engineer will not undertake to settle any differences between Contractor and his Subcontractors or between Subcontractors. 6.5 USE OF PREMISES Contractor shall confine construction equipment, the storage of materials and equipment and the operations of works to the site and land areas identified in and permitted by the Contract Documents on other land areas permitted by Laws and Regulations, right-of-way, permits and easements, and shall not unreasonably encumber the premises with construction equipment or other materials or equipment. Contractor shall assume full responsibility for any damage to any such land or area, or to the owner or occupant thereof or of any adjacent land or areas, resulting from the performance of the Work. Should any claim be made by any such owner or occupant because of the performance of the Work, Contractor shall promptly settle with such other 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 from any claim or action, legal or equitable, brought by any such owner or 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 Work, Contractor sha11 keep the premises free from accumulations of waste materials, rubbish and other debris resulting from the Work. At the completion of the Work or at intervals established by the Engineer, Contractor shall remove all waste materials, � 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 property not designated for alteration by the Contract Documents. �_l � � u � 6.5.1 STAGING AREAS The Contactor shall obtain and deliver to the City written permission for the use of all staging and storage areas outside of the Limits of Construction. 6.5.2 RESTORATION TIME LIMITS The timely restoration 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) consecutive calendaz days. • Concrete driveways and sidewalks shall be replaced within ten (10) consecutive calendar days of removal. Resident access shall be maintained at all times. SectionIII.doc Page 15 of 49 7/31/2�I2 Section III — General Conditions • 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) consecutive calendar days. Local and resident access shall be maintained at all times. • Sod must be restored within fourteen (14) consecutive calendar days of a successful pipe pressure test, removal of concrete forms, backfill of excavations, replacement of driveways or sidewalks or other project specific milestone. It must be watered for a period of thirty (30) days after it is placed. Erosion control 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 restoration may be considered. 6.6 LICENSE AND PATENT FEES, ROYALTIES AND TAXES Contractor shall pay all license fees and royalties and assume all costs incident to the use in the performance of the work or the incorporation in the Work of any invention, design, process, product or device which is the subject of patent rights or copyrights held by others. If a particular invention, design, process, product or device is specified in the Contract Documents for use in the performance of the work and if to the actual knowledge of Owner or Engineer its use is subject to patent rights or copyrights calling for the payment of any license fee or royalty to others, the existence of such rights shall be disclosed by Owner or Engineer in the Contract Documents. To the fullest extent permitted by Laws and Regulations, Contractor shall indemnify and hold harmless Owner, Engineer, Engineer's Consultants and the officers, directors, employees, agents and other consultants of each and any of them from and against all claims, costs, losses and damages arising out of or resulting from any infringement of patent rights or copyrights incident to the use in the performance of the Work or resulting from the incorporation in the Work of any invention, 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. Contractor shall pay all sales, consumer, use and other ta7ces required to be paid by Contractor in accordance with the Laws and Regulations of the State of.Florida and other governmental agencies, which are applicable during the performance of the work. 6.7 LAWS AND REGULATIONS Contractor shall give all notices and comply with 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 Contractor performs any work knowing or having reason to know that it is contrary to Laws or Regulations, Contractor shall bear all claims, costs, losses and damages caused by or arising out of such work: however, it shall not be Contractor's primary responsibility to make certain that the Specifications and Drawings are in accordance with Laws and Regulations, but this shall not relieve Contractor of Contractor's obligations to the Owner to report and resolve discrepancies as described above. When City projects include Federal or State funding, the requirements of Executive Order 11-02 shall be adhered to utilizing the Homeland Security E-Verify System to verify employment eligibility. SectionIII.doc Page l6 of 49 7/31/2012 � � � � u � �� l__J � �� i , � � u � � Section FII — General Conditions 6.8 PERMITS Unless otherwise provided in the Supplementary Conditions, Contractor shall obtain and pay for all construction permits 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 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. Unless otherwise stated in the Contract Documents, Owner of Clearwater Building Permit Fees will be waived. 6.9 SAFETY AND PROTECTION Contractor shall be responsible for initiating, maintaining and supervising all safety precautions and programs in connection with the Work. Contractor shall take all necessary precautions for the safety of, and shall provide the necessary protection to prevent damage, injury or loss to: (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 the 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, or whenever Owner's Representative may direct; Contractor sha11, 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 oi• materials shall have been damaged or injured by reason of failure on the part of the Contractor oi• any Subcontractors to so protect the Work, such Work and materials shall be removed andl replaced at the expense of Contractor. The Contractor shall initiate and maintain an accidenl: prevention program which shall include, but shall not be limited to the establishment andl supervision of programs for the education and training of employees in the recognition„ avoidance and prevention of unsafe conditions and acts. Contractor shall provide first aidl services and medical care to his employees. The Contractor shall develop and maintain ar.� effective fire protection and prevention program and good housekeeping practices at the site oi:' 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 conditions. The Engineer may order that the work stop if a condition oif' imr�nediate danger to the Owner's employees, equipment or if property damage exists. Thi:� provision shall not shift responsibility or risk of loss for injuries of damage sustained from the Contractor to Owner, and the Contractor shall remain solely responsible for compliance with al:l safety requirements and for the safety of all persons and property at the site of Contracl. performance. The Contractor shall instruct his employees required to handle or use toxic:: materials or other harmful substances regarding their safe handling and use. The Contractor shall. take the necessary precautions to protect pedestrians and motorists from harm, and to prevenl: disruptions of such traffic due to construction activity. Contractor shall comply with all applicable Laws and Regulations of any public body havin��; jurisdiction for safety of persons or property and to protect them from damage, injury or loss,; and shall erect and maintain all necessary safeguards for such safety and protection. Contractoc shall notify owners of adjacent property and of Underground Facilities and utility owners wheri SectionIII.doc Page 17 of 49 7/31/201? Section III — General Conditions prosecution of the work may affect them, and sha11 cooperate with them in the protection, removal, relocation and replacement of their property. All damage, injury or loss to any property caused, directly or indirectly, in whole or part, by Contractor, any Subcontractor, Supplier or any other person or organization directly or indirectly employed by any of them to perform or fixmish any of the work or anyone for whose acts any of them may be liable, shall be remedied by Contractor. Contractor's duties and responsibilities for safety and for protection of the Work shall continue until such time as all the Work is completed and Engineer has issued a notice to Owner and Contractor that the Work is acceptable. 6.10 EMERGENCIES In emergencies affecting the safety or protection of persons or the Work 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 damage, injury or loss. Contractor sha11 give Engineer prompt written notice if Contractor believes that any significant changes in the Work or variations from the Contract Documents have been caused thereby. If the Owner's Representative determines 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. 6.11 DRAWINGS 6.11.1 SHOP DRAWINGS, SAMPLES, RFIs, and SUBMITTAL REVIEW Contractor shall submit Shop Drawings to Engineer for 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 similax data to show Engineer the materials and equipment Contractor proposes to provide and to enable Engineer to review the information. Contractor shall also submit Samples to Engineer for review and approval. Before submitting each Shop Drawing or Sample, Contractor shall have determined and verified: (i) all field measurements, quantities, dimensions, specified performance criteria, installation requirements, materials, catalog numbers and similar information with respect thereto, (ii) all materials with respect to intended use, fabrication, shipping, handling, storage, assembly and installation pertaining to the performance of the Work, and (ui) all information relative to Contractor'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 Shop Drawing or Sample with other Shop Drawings and Samples with the requirements of the Work and the Contract Documents. Each submittal will bear a stamp or specific written indication that Contractor has satisfied Contractor's obligations under the Contract 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 submitted rnay have from the requirements of the Contract Documents, such notice to be in a written communication separate from the submittal; and, in addition, shall cause a specific notation to be made on each Shop Drawing and Sample submitted to Engineer for review and approval 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 respond to each submittal within twenty-one (21) consecutive calendar days. The SectionIII.doc Page I8 of 49 7/3l/2012 ! � � � I � � � � � � � �� � � � rl � Section lIl — General Conditions � Contractor shall maintain a request for information (RFI) 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 respond to each RFI within twenty-one (21) consecutive � calendar days. The untimely submission of Submittal or RFIs shall not be grounds for a delay claim from the Contractor. �� � u � � Engineer's review and approval of Shop Drawings and Samples will be only to determine if the items covered by the submittals will, after installation or incorporation in the Work, conform to the information given in the Contract Documents and be compatible with the design concept of' the completed Project as a functioning whole as indicated the Contract Documents. Engineer's review and approval will not extend to means, methods, techniques, sequences or procedures of construction (except where a particulaz means method, technique, sequence or procedure of construction is specifically and expressly called for by the Contract Documents) or to safety precautions or programs incident thereto. The review and approval of a separate item as such will not indicate approval of the assembly in which the item functions. Contractor shall make corrections required by Engineer, and shall retum the required number of conected copies of' Shop Drawings and submit as required new Samples for review and approval. Contractor shall direct specific attention in writing to revisions other than the corrections called for by Engineer on previous submittals. Engineer's review and approval of Shop Drawings �or Samples sha11 not relieve Contractor from responsibility for any vaziation from the requirements of the Contract Documents unless Contractor has in writing called Engineer's attention to each such variation 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 above discussing field measurements by the Contractor. Contractor shall furnish required submittals with complete information and accuracy in order to � achieve required approval of an item within two (2) submittals. Owner's Representative reserves the right to backcharge Contractor, for Engineer's costs for resubmittals that account for a. number greater than twenty percent (20%) of the total number of first time submittals. Owner's � Representative reserves the right to backcharge Contractor for all third submittals. The numbei• 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 of Shop Drawings,. � Samples or other items requiring approval will be backcharged to Contractor at the rate of 3.0 times direct technical labor cost by deducting such costs from payments due Contractor for Work: completed. In the event that Contractor requests a substitution for a previously approved item, all. � of Engineer's costs in the reviewing and approval of the substitution will be backcharged to� Contractor, unless the need for such substitution is beyond the control of Contractor. � � _� � I� � 6.11.2 AS-BUILT DRAWINGS The Contractor shall keep and maintain one set of blueprints, As-Built Drawings, in good order and legible condition to be continuously marked-up at the job site. The Contractor shall mark andl annotate neatly and clearly all project conditions, locations, configurations and any other change;; or deviations which may vary from the details represented on the original Contract Plans:, including revisions made necessary by Addenda, Shop Drawings, and Change Orders during the: construction process. The Contractor shall record the horizontal and vertical locations, in the: plan and profile, of all buried utilities that differ from the locations indicated or which were noir SectionlIl.doc Page 19 of 49 7/31/2012 Section III — General Conditions indicated on the Contract Plans and buried (or concealed), construction and utility features which are revealed during the construction period. The As-Built Drawings shall be available for inspection by the Engineer, Engineer's Consultant, and the Owner's Representative at all times during the progress of the Project. The As-Built 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" requirements. As-Built Drawings shall be submitted to the Owner Inspector for approval upon completion of the project and prior 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 speciiied for the water mains. The Owner's acceptance of the "As-Built Drawings" does not relieve the Contractor of the sole responsibility for the accuracy and completeness of the As-Built Drawings. 6.11.2.1 General The Contractor shall prepare an"AS-BUILT SURVEY" per chapter SJ-17.052, Florida Administrative Code (see definition below), signed and sealed by a Florida registered land surveyor. The contractor will deliver to the Owner two hard copies of signed and sealed As-Built Drawings and an AutoCAD file. SJ-17.050 Definition: (10)(a) As-Built Survey: a survey performed to obtain horizontal and/or vertical dimensional data so that constructed improvements may be located and delineated: also knonw 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 Clearwater Construction Division upon substantial completion of the project. If this condition is not met, the Owner will procure the services of a Professional Surveyor and Mapper registered in the State of Florida and will back charge the contractor a fee of $],800 per day or any portion thereof to provide the Owner with the required As-Built Survey. 6.11.2.2 Sanitary and Storm $ewer Piping Systems 1. Manholes and inlets sha11 be located by survey coordinates (northing, easting and elevation) 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 connections shall be dimensioned to the nearest downstream manhole. All manholes, cleanouts and catch basin invert and rim elevations, manhole and catch basin dimensions, pipe sizes, and pipe material shall alsa be noted on the plan view and also on the profile if one exists. 2. Pipe materials and areas of special construction shall 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 or utilize the stationing supplied on the construction SectionIII.doc Page 20 of 49 7/31/2012 � , � � � IJ Section III — General Conditions plans. Coordinates sha11 be at a11 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 construction and shall denote top of pipe elevation at those points. 6.11.2.4 Electrical and Control Wiring The as-built drawings shall include all changes to the original Contract Plans. The as-built drawings shall also include the size, color, and number of wires and conduit. For projects where this information is too voluminous to be contained on the blueline prints, the Contractor shall 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 termination 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 or if required by the Owner the datum sha11 be referenced to the North American Datum of� 1983/90 (horizontal) and the North American Vertical Datum of 1988. The unit of ineasurement shall be the United States Foot. Any deviation or use of any other datum, (horizontal and or vertical), must be approved by the Owner of Clearwater Engineering Department. 6.11.2.6 Standards The As-Built survey shall meet the Minimum Technical Standards per Chapter SJ-17 and the � Clearwater CAD STANDARDS set forth below. In addition to locating all improvements that pertain to the as-built survey it is the requirement of the Owner to have minimum location points at every change in direction and no more than 100 feet apart on all pressure pipes. � � � I _� � � � 6.11.2.7 Other The As-Built drawings shall reflect any differences from the original Contract Plans, in the same level of detail and units of dimensions as the Plans. 6.11.3 CAD STANDARDS 6.11.3.1 Layer Naming 6.11.3.1.1 DI prefix denotes digitized or scanned entities EP prefix denotes existing points - field collected EX prefix denotes existing entities - line work and symbols PR prefix denotes proposed entities - line work and symbols FU prefix denotes future entities (proposed but not part of this contract) - line work and symbols TX sufFix denotes text — use for all text, no matter the prefix Prefixes and Suffixes � SectionIII.doc L� Page 21 of 49 7/31/201:?. 6. Section III — General Conditions 11.3.1.2 La er Namin Definifions: GAS gas lines and appurtenances ELEC power lines and appurtenances PHONE telephone lines and appurtenances CABLE cable TV lines and appurtenances BOC curbs WALK sidewalk WATER water lines and appurtenances, sprinklers STORM storm lines and appurtenances TREES trees, bushes, planters SANITARY sanitary lines and appurtenances FENCE all fences • BLDG buildings, sheds, finished floor elevation DRIVE driveways EOP edge of pavement without curbs TRAFFIC signal poles, control boxes TOPBANK top of bank TOESLOPE toe of slope TOPBERM top of berm TOEBERM toe of berm SEAWALL seawall CONCSLAB concrete slabs WALL walls, except seawall SHORE shoreline, water elevation CL centerline of road CLD centerline of ditch CLS centerline of swale CORNER property corners, monumentation BENCH benchmark, temporary benchmarks Other layers may be created as required, using above format. 6.11.3.2 Layer Properties All layers will use standard AutoCAD linetypes, bylayer. All layers will use standard AutoCAD colors, bylayer. SectionIII.dec Page 22 of 49 7/31/2012 � � u , � � � � , � � � ,' � � � � � � � Section III — General Conditions All text will use standazd AutoCAD fonts. 6.11.3.3 Text Styles Text style for EX layers will use the simplex font, oblique angle of 0°, and a text height of .008 times the plot scale. Text style for PR and FU layers will use the simplex font, oblique angle of 22.5°, and a text height of .O 10 times the plot scale. 6.11.4 DELIVERABLES: The as-built survey shall be produced on bond material, 24" x 36" at a scale of 1"=20' unless approved otherwise. The consultant shall deliver all drawing files in digital format. Acceptable file formats include: DWG, of a shape file. Please address any questions regarding format to Mr. Tom Mahony, at (727) 562-4762 or e-mail address Thomas.Mahon�(a�mvClearwater.com. 6.12 CONTRACTOR'S GENERAL WARRANTY AND GUARANTEE Contractor warrants and guarantees to Owner, Engineer and 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, modification 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 caze of the Contractor, and he shall take every necessary precaution against injury or damage to any part thereof by action of the elements, or from any other cause whatsoever, arising from the execution or non-execution of the Work. The Contractor shall rebuild, repair and make good, at his own expense, all injuries or damages to any portion of the Work occasioned by any cause before its completion 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 damage to other work resulting therefrom which appear within a period of one year from the date of iinal 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 portion of the Work, which has been partially accepted by the Owner for operation prior to final acceptance by the Owner. Contractor's obligation to perform and complete the Work in accordance with the Contract Documents shall be absolute. None of the following will constitute an acceptance of Work that is not in accordance with the Contract Documents or a release of Contractor's obligation to perform the Work in accordance with the Contract Documents: (i) observations by Owner's Representative, (ii) recommendation of any progress or final payment by Owner's Representative, (iii) the issuance of a certificate of Substantial Completion or 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 of Acceptance by the Engineer. 6.13 CONTINUING THE WORK Contractor shall cany on the work and adhere to the progress schedule during all disputes or disagreements with the Owner. No work shall be delayed or postponed pending resolution of any disputes or disagreements, except as the Owner or Contractor may otherwise agree in writing. SectionIII.doc Page 23 of 49 7/31/2012 Section III — General Conditio�s 6.14 INDEMNIFICATION Contractor shall indemnify and hold harmless Owner, Engineer, Engineer's Consultants and the officers, directors, employees, agents and other consultants of each and any of them from and against a11 claims, costs, losses and damages (including but not limited to all fees and chazges of engineers, architects, attorneys and other professionals and all court or arbitration or other dispute resolution costs) caused by, arising out of or resulting from the performance of the Work, provided that any such claim, cost, loss or damage: (i) is attributable to bodily injury, sickness, disease or death, or to injury to or destruction of tangible property (other than the work itsel fl, 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 fumish any of the Work, or 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 person. If, 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 other Contractor or Subcontractor shall assert any claim against the Owner on such account of any damage alleged to have been sustained, the Owner sha11 notify Contractor, who shall indemnify and save harmless the Owner against any such claim. In 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 any of them to perform or furnish any of the work, or anyone for whose acts any of them may be liable, the indemnification obligation under this paragraph sha11 not be limited in any way by any limitation on the amount or type of damages, compensation or benefits payable by or for Contractor or any such Sub-contractor, Supplier or other person or organization under workers' compensation acts, disability benefit acts or other employee benefit acts. The indemnification obligations of Contractor under this paragraph shall not extend to the liability of Engineer and Engineer's Consultants, officers, directors, employees, or agents caused by the professional negligence, errors or omissions of any of them. 6.15 CHANGES IN COMPANY CONTACT INFORMATION Contractor shall notify Owner by US mail addressed to the City Engineer of 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 forces enter the construction site at any time and perform work as necessary in order to perform infrastructure repair or maintenance, whether related to the project or not. The Contractor will allow complete access to all utility owners for these purposes. SectionIII,doc Page 24 of 49 7/31/2012 i ' � , � , � � � Section III — General Conditions The City may have its own forces perform new work related to the project, however, this wor�;: will be identified in the Contract Scope of Work and coordination will be such that this activit�r is denoted in the Contractor's CPM Schedule so as not to cause any delays or interference wit��. the Contractor's work or schedule. 7.2 COORDINATION 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 of Work: (i) the person who will have authority ancl responsibility for coordination of the activities among the various 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 sole authority and. responsibility in respect of such coordination. 8 OWNERS RESPONSIBILITY Except as otherwise provided in these General Conditi.ons, the Owner shall issue all communications from the Owner to the Contractor 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 are due as provided in these General Conditions. The Owner is obligated to execute Change Orders as indicated in the Article on Changes In The Work. The Owner's responsibility in respect of certain inspections, tests, and approvals is set forth in the Article on Tests and Inspections. ' In connection with the Owner's right to stop work or suspend work, see the Article on Engineer may Stop the Work. The Article on Suspension of Work and Terniination deals with the Owner's right to tenminate services of Contractor under certain circumstances. � � � �� Owner shall not supervise, direct or have control or authority over, nor be responsible for, Contractor's means, methods, techniques, sequences or procedures of construction or the safety precautions and programs incident thereto, or for any failure of Contractor to comply with Laws and Regulations applicable to the furnishing or performance of the Work. The O�ner will not be responsible for Contractor's failure to perform or furnish the Work in accordance with the Contract Documents. 9 OWNER REPRESENTATIVE'S STATUS DURING CONSTRUCTION 9.1 OWNERS REPRESENTATIVE � Dependent of the project type, the Owner's Representative during the construction period will either be the Construction Manager, the Engineer, or a designee of the Project's Owner. The duties, responsibilities and the limitations of authority of Owner's Representative during � construction are set forth in the Contract Documents and shall not be extended without written consent of Owner and Engineer. � SectionIlI.doc Page 25 of 49 7/31/2012 L 9.2 Section III — General Conditions CLARIFICATIONS AND INTERPRETATIONS Engineer will issue with reasonable promptness such written clarifications or interpretations of the requirements of the Contract Documents regarding design issues only, in the form of 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 Documents. All other clarifications and interpretations of the Contract Documents shall be issued form the Owner's Representative. Such written clarifications and interpretations will be binding on the Owner and Contractor. If Contractor believes that a written clarification or interpretation justifies an adjustment in the Contract Price 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 Articles 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 ox 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 Documents. The Owner's Representative or the Engineer will also have authority to require special inspection or 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 authority as to Shop Drawings and Samples, see articles on Shop Drawings and Samples. In connection with Owner's Representative authority as to Change Orders, see the articles on Changes of Work, Contract Price and Contract Time. Iri connection with Owner's Representative authority as to Applications for Payment, see the articles on Payments to Contractor and Completion. 9.5 DECISIONS ON DISPUTES The Owner's Representative will be the initial interpreter of the requirements of the Contract Documents and judge of the acceptability of the work thereunder. Claims, disputes and other matters relating to the acceptability of the work or the interpretation of the requirements of the Contract Documents pertaining to the performance and furnishing of the work and Claims under the Articles for Changes of Work, Changes of Contract Time and Changes of Contract Price will be referred initially to Owner's Representative in writing with a rec�uest for a formal decision in accordance with this paragraph. Written notice of each such claim, 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 thirty (30) days, after the start of the occurrence 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 other matter. The opposing party shall submit any response to Owner's Representative and the claimant within thirty (30) days after receipt of the claimant's last submittal, unless Owner's Representative allows additional time. Owner's Representative 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 SectionIII.doc Page 26 of 49 7/31/2012 ' ' ��J ' � � �_! ' ' ' LJ � i _Y � � L� � ' L_1 Section III — General Conditions written decision on such claim, dispute or other matter will be final and binding upon the Owner and Contractor 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 Owner 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 to the other and to Owner's Representative within 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 party may have with respect to such claim, dispute or other rnatter in accordance with applicable Laws and Regulations within sixty (60) days of the date of such decision, unless otherwise agreed in writing by the Owner and Contractor. When functioning as interpreter and judge, Owner's Representative will not show partiality to the Owner or Contractor and will not be liable in connection with any interpretation or decision rendered in good faith in such capacity. The rendering of a decision by Owner's Representative with respect to any such claim, dispute or other matter will be a condition precedent to any exercise by the Owner or Contractor of such rights or remedies as either may otherwise have under the Contract Documents or by Laws or Regulations in respect of any such claim, dispute or other matter pursuant the Article on Dispute Resolution. 9.6 LIMITATIONS ON OWNER REPRESENTATiVE'S RESPONSIBILITIES Neither Owner Representative's authority or responsibility under this paragraph or under any other provision of 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 or responsibility by Owner's Representative shall create, impose or give rise to any duty owed by Owner's Representative to Contractor, any Subcontractor, any Supplier, any other person or organization or to any surety for or employee or agent of any of them. Owner's Representative will not supervise, direct, control or have authority over or be responsible for Contractor's means, methods, techniques, sequences or procedures of' construction, or the safety precautions and programs incident thereto, or for any failure of' Contractor to 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 accordance with the Contract Documents. Owner's Representative will not be responsible for the acts or omissions of Contractor or of any Subcontractor, any Supplier, or of any other person or organization performing or furnishing any of the work. Owner Representative's review of the final Application for Payment and accompanying documentation and all maintenance and operating instructions, schedules, guarantees, bonds and certificates of inspection, tests and approvals and other documentation required to be delivered by the Contractor will only be to determine generally that their content complies with the requirements of the Contract Documents and, in the case of certificates of inspections, tests and. approvals that the results certified indicate compliance with the Contract Documents. The limitations upon authority and responsibility set forth in this paragraph shall also apply to Owner Representative's CEI, the Engineer's Consultants, and assistants. SectionIII.doc Page 27 of 49 7/31/2012. Section III — General Conditions 10 CHANGES IN THE WORK Without invalidating the Agreement and without notice to any surety, the Owner may, at any time or from time to time, order additions, deletions or revisions in the Work. Such additions, deletions or revisions will be authorized by a Written Amendment, a Change Order, or a Work Change Directive. Upon receipt of any such document, Contractor sha11 promptly proceed with the Work involved which will be performed under the applicable conditions of the Contract Documents (except as may otherwise be specifically provided). If the Owner and Contractor 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 allowed as a result of a Work Change D'uective, a claim may be made therefore as provided in these General Conditions. Contractor shall not be entitled to an increase in the Contract Price or an extension of the Contract Time with respect to any Work performed that is not required by the Contract Documents as amended, modified and supplemented as provided in these General Conditions except in the case of an emergency as provided or in the case of uncovering work as provided in article for Uncovering Work. The Owner and Contractor shall execute appropriate Change Orders or Written Amendments recommended by Owner's Representative covering: changes in the work which are (i) ordered by the Owner (ii) required because of acceptance of defective work under the article for Acceptance of Defective Work or correcting defective Work under the article for Owner May Correct Defective Work or (iii) agreed to by the parties; changes in the Contract Price or Contract Time which are agreed to by the parties; and changes in the Contract Price or Contract Time which embody the substance of any rvritten decision rendered by Owner's Representative pursuant to the article for Decisions on Disputes; provided that, in lieu of executing any such Change Order, an appeal may be taken from 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 Work and adhere to the progress schedule as provided in the article for Continuing the Work. If notice of any change affecting the general scope of the work or the provisions of the Contract Documents (including, but not limited to, Contract Price or Contract Time) is required by the provisions of any Bond to be given to a surety, the giving of 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 !N THE CONTRACT PRICE The Contract 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 may only be adjusted by a Change Order or by a Written Amendment. Any claim for an adjustment in the Contract Price shall be based on a written notice of claim stating the general nature of the claim, to be delivered by the party making the claim to the other party and to Owner's Representative or promptly (but in no event later than thirty days) SectionIII.doc Page 28 of49 7/31/2012 ' � � ' � � ' � i� ' ' � � �� � � , ' � ' 1 � ' � � Section III — General Conditions after the start of the occurrence or event giving rise to the claim. Notice of the amount of the: claim with supporting 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 sha11 be accompanied by claimant's written statement that the 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 Price will be valid if not submitted in accordance with this pazagraph. The value of 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 a g reement is reached to establish unit prices for the Wor k. , Where the work involved is not covered by unit prices contained in the Contract Documents and where the Owner's Representative, the Owner, the Engineer, the Engineer's Consultant, and Contractor cannot mutually agree on a lump sum price, the City of 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 sha11 be limited to the following items: 2. Labor, including foremen, for those hours associated with the direct work (actual payroll cost, including wages, fringe benefits, labor insurance and labor taa�es established by law). Expressly excluded from this item are all costs associated with negotiating the subj ect change. Materials associated with the change, 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 current rental rates prevailing m the locality or as defined in the rental Rate Blue Book for Construction Equipment (a.k.a. DataQuest Blue Book). The rental 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 combination of hourly, daily, weekly, or montlily rates. Do not exceed , estimated operating costs given in Blue Book. Operating 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 fixed fees shall be added to the costs of the directed work performed by the Contractor or Subcontractor. ' A. A fixed fee of fifteen percent (15%) shall be added to 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 not exceed ten percent (10%). � SectionIII.doc , B. A iixed fee of ten percent (10%) shall be added to the costs of Item 2 above. Page 29 of 49 7/31/2012 Section III — General Conditions C. No mazkup shall be added to the costs of Items 3 and 4. The fixed fees shall be considered the full compensation for all cost of general supervision, overhead, profit, and other general expense. 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 allowances include the cost to Contractor (less any applicable trade discounts) 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 on 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 of Work covered by allowances and all the Work actually performed by the Contractor, and the Contract Price shall be correspondingly adjusted. 11.3 UNIT PRICE WORK 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 to include for all Unit Price Work an amount equal to the sum of the established unit price for each separately identified item of unit price work times the estimated quantity of each item as indicated in the Agreement. The estimated quantities of items of Unit Price Work are not guaranteed and aze solely for the purpose of comparison of Bids and determining an initial Contract Price. Determinations of the actual quantities and classifications of Unit Price Work performed by Contractor will be made by Owner's Representa.tive. Each unit price will be deemed to include an amount considered by Contractor to be adequate to cover Contractor's overhead and profit for each separately identified item. The Owner or Contractor may make a claim for an adjustment in the Contract Price if: (i) the quantity of any item of Unit Price Work performed by Contractor differs materially and significantly from the estimated quantity of 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 Contractor is entitled ta an increase in Contract Price as a result of having incurred additional expense or the Owner believes that the Owner is entitled to a decrease in Contract Price and the parties are unable to agree as to the amount of any such increase or decrease. On unit price contracts, Owner endeavors to provide adequate unit quantities to satisfactorily complete the construction of 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 net decrease from the original Contract Price. Such reasonable deduction of final Contract Price should be anticipated by the Contractor in his original bid. SectionIII.doc Page 30 of 44 7/31/2a12 ' � � , ' � , r ' � , ' � r � �J , Cl ' , , Irl J ' , � � Section III — General Conditions 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) sha11 be based on written notice delivered by the party making the claim to the other party and to Owner's Representative promptly, but in no event later than thirty (30) days, after the occurrence of the event giving rise to the claim and stating the general nature of the claim. Notice of the extent of' the claim with supporting data shall be delivered within sixty (60) days after such occurrence, unless Owner's Representative allows an additional period of time to ascertain more accurate data in support of the claim, and shall be accompanied by the claimant's written statement that the adjustrnent claimed is the entire adjustment to which the claimant has reason to believe it is entitled as a result of the occurrence of said event. All claims for adjustment in the Contract Time (or Milestones) sha11 be determined by Owner's Representative. No claim for an adjustment in the Contract Time (or Milestones) will be valid if not submitted in accordance with the requirements of this paragraph. All time limits stated in the Contract Documents are of the essence of the Agreement. Where Contractor is prevented from completing any part of the work within the Contract Time ' (or Milestones) due to delay beyond the control of Contractor, the Contract Time (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 , Work. 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 contemplated by the article for Other Work, fires, floods, epidemics, abnormal weather conditions or acts of God. ' Delays attributable to 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 beyond the control of both the Owner and Contractor, an extension of the Contract Time (or Milestones) in an amount equal to fhe 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 Contractor, any Subcontractor, any Supplier, any other person, or to any surety for or employee or agent of any of them, for damages arising out of or resulting from (i) delays caused by or within the control of Contractor, or (ii) delays beyond the control of both parties including but not limited to fires, floods, epidemics, abnormal weather conditions, acts of God or acts by utility owners or other contractors performing other work as contemplated by paragraph for Other Work. 13 TESTS AND INSPECTIONS, CORRECTION, REMOVAL OR ACCEPTANCE OF DEFECTIVE WORK 13.1 TESTS AND iNSPECTION Contractor shall give Owner's Representative and Engineer timely notice of readiness of the Work for all required inspections, tests or approvals, and shall cooperate with inspection and testing personnel to facilitate required inspections or tests. Contractor shall employ and pay for the services of an independent testing laboratory to perform all inspections, tests, or approvals required by the Contract Documents. The costs for these SectionIII.doc Page31 of49 7/31/2012 Section III — General Conditions inspections, tests or approvals shall be borne by the Contractor except as otherwise provided in the Contract Documents. If Laws or Regulations of any public body having jurisdiction require any Work (or part thereo fl specifically to be inspected, tested or approved by an employee or other representative of such public body including a11 Owner Building Departments and Owner Utility Departments, Contractor shall assume full responsibility for arranging and obtaining such inspections, tests or approvals, pay all costs in connection therewith, and furnish Owner's Representative the required certificates of inspection or approval. Unless otherwise stated in the Contract Documents, Owner pernut and impact fees will be waived. Contractor shall also be responsible for arranging and obtaining and shall pay all costs in connection with any inspections, tests or approvals required for Owner's and Engineer's acceptance of 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 Work. 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 uncovered for observation. Uncovering Work as provided in this paragraph shall be at Contractor's expense unless Contractor 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 must, if requested by Owner's Representative, be uncovered 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 or tested by others, Contractor, at Owner Representative's request, shall uncover, expose or otherwise make available for observation, inspection or testing as Engineer or Owner's Representative may require, that portion of the Work in question, furnishing all necessary labor, material and equipment. If it is found that such Work is defective, Contractor shall pay all claims, costs, losses and damages caused by, arising out of or resulting from such uncovering, exposure, observation, inspection and testing and of 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 decrease 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 claim therefore as provided in the article for Change in Contract Price. 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 Milestones), or both, directly attributable to such uncovering, exposure, observation, inspection, testing, replacement and reconstruction; 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 Contract Price and Change of Contract Time. 13.3 OWNER'S REPRESENTATIVE MAY STOP THE WORK If the Work is defective, or Contractor fails to supply sufficient skilled workers or suitable materials or equipment, or fails to furnish or perform the Work in such a way that the completed Work will conform to the Contract Documents, Engineer or Owner's Representative may order Contractor to stop the Work, or any portion thereof, until ihe cause for such order has been SectionIII.doc Page 32 of 49 7/31/2012 , ' , ' Section III — General Conditions eliminated; however, this right of Owner's Representative to stop the Work shall not give rise tcr any duty on the part of Owner's Representative or Owner to exercise this right for the benefit o�f' Contractor or any surety or other party. If the Owner's Representative stops Work under thi;; pazagraph, Contractor shall be entitled to no e�ension of Contract Time or increase in Contrac�r Price. 13.4 CORRECTION OR REMOVAL OF DEFECTIVE WORK If required by Engineer or Owner's Representative, Contractor shall promptly, as directed, eithei• , correct all defective Work, whether or not fabricated, installed or completed, or, if the Work has been rejected by Engineer or Owner's Representative, remove it from the site and replace it with. Work that is not defective. Contractor shall pay all claims, costs, 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). � � U ' ' ' ' u ' ' ' ' , ��' 13.5 WARRANTY/CORRECTION PERIOD If 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 guarantee required by the Contract Documents or by any specific pmvision of the Contract Documents, any Work is found to be defective, Contractor shall promptly, without cost to the Owner and in accordance 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 not defective and (ii) satisfactorily correct or remove and replace any damage to other Work or the work of' others 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, losses and damages caused by or resulting from such removal and replacement (including but not limited to all costs of repair or replacement of work of others) will be paid by Contractor. In special circumstances where a particular item of 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 damage to other Work resulting therefrom) has been corrected, removed or replaced under this paragraph the correction period hereunder with respect to such Work will be extended for an additional period of one year after such correction or removal and replacement has been satisfactorily completed. 13.6 ACCEPTANCE OF DEFECTIVE WORK If, instead of requiring correction or removal and replacement 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 determination 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 recommendation 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 SectionIII.doc Page 33 of 49 7/31/2012 Section III — General CondiUons as to the amount thereof, the Owner may make a claim therefore Change of Contract Price. If the acceptance occurs after the recommendation for fmal payment an appropriate amount will be Owner. 13.7 OWNER MAY CORRECT DEFECTIVE WORK as provided in article for Owner Representative's paid by Contractor to the If Contractor fails within a reasonable time after written notice from Owner's Representative to correct defective Work 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 Contractor fails to comply with any other provision of the Contract 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 of the site, take possession of all or part of the Work, and suspend Contractor's services related thereto, and incorporate in the Work all materials and equipment stored at the site or for which the Owner has paid Contractor but which are stored elsewhere. Contractor shall allow 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 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 provided in the article for Change of Contract Price. Such claims, costs, losses and damages will include but not be limited to all costs of repair or replacement of work of others destroyed or damaged by correction, removal or replacement of Contractor's defective Work. Contractor shall not be allowed an extension of the Contract Time (or Milestones) because of any delay in the performance of the Work amibutable to the exercise by the Owner of the Owner's rights and remedies hereunder. 'i4 PAYMENTS TO CONTRACTOR AND COMPLETION Requests for payment shall be processed in accordance with F.S. 218.735 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 for Payment filled out and signed by Contractor covering the Work completed as of the 25th of each month and accompanied by such supporting documentation as is required by the Owner's Representative and the Contract Documents. Unless otherwise stated in the Contract Documents, payment will not be made for materials and equipment not incorporated in the Work. Payment will only be made for that portion of the Work, which is fully installed including all materials, labor and equipment. A retainage of not less than five (5%) of the amount of each Application for Payment for the total of all Work, including as-built survey and Tnspector overtime reimbursement, completed to date will be held until final completion and SectionIII.doc Page 34 of 49 7/31/2012 ' ' Section III — General Conditions acceptance of the Work covered in the Contract Documents. No progress payment shall be; construed to be acceptance of any portion of the Work under contract. , The Contractor shall review with the Engineer or the Construction Inspector all quantities and'. work for which payment is being applied for and reach agreement prior to submittal of an, Official Pay Request. The Engineer or the Construction Inspector will verify that the on-site� , marked up as-built drawings are up to date with the work and are in compliance with the Contract Documents. In addition to all other payment provisions set out in this contract, the Owner's Representative , may require the Contractor to produce for Owner, within fifteen (15) days of the approval of any progress payment, evidence and/or payment affidavit that a11 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 further progress or partial payments being withheld until the report is provided. , , LJ ' , , � , � ' ' , ' 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 Project or not, will pass to the Owner no later than the time of payment, free and clear of liens. No materials or supplies for the Work sha11 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 sha11 indemnify and save the Owner harmless from all claims growing out of the lawful demands of Subcontractors, laborers, workmen, mechanics, materialmen, and furnisher's of machinery and parts thereof, equipment, power tools, and all supplies incurred in the furtherance of the performance of this Contract. Contractor shall at the Owner's request, furnish satisfactory evidence that all obligations of the nature hereinabove designated have been paid, discharged, or waived. If Contractor fails to do so, then the Owner may, after having served written notice on said Contractor either pay unpaid bills, of which the Owner has written notice, or withhold from the Contractor's unpaid compensation a stun of money deemed reasonably sufficient to pay any and all such lawful claims until satisfactory evidence is furnished that all liabilities have been fully discharged, whereupon payment to Contractor sha11 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 the 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 Owner sha11 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 receipt authorize and process payment by the Owner a properly submitted and documented 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 Applications for payment will be paid by the Owner 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 Application will be submitted in writing, specifying deficiencies and identifying actions that would make the Application proper. SectionIII.doc Page 35 of 49 7/31/2012 Section III — General Conditions 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 or Agent may also refuse to recommend any such payment, or, because of subsequently discovered evidence or the results of subsequent inspections or test, nullify any such payment previously recommended, to such extent as may be necessary in Owner Representative's or Agent's opinion to protect 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 or Change Order, (iii) the Owner has been required to correct defective Work or complete Work, or (iv) Owner's Representative or 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 of the full amount recommended by the Owner's Representative or Agent because: (i) claims have been made against the Owner on account of Contractor's performance or furnishing of the Work, (ii) Liens have been filed in connection with the Work, 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 Owner shall promptly pay Contractor the amount so withheld, or any adjustment thereto agreed to by the Owner and Contractor, when Contractor conects to the Owner's satisfaction the reasons for 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 Representative, and Contractor agree constitutes a separately functioning and usable part of the Work that can be used by the Owner for its intended purpose without significant interference with Contractor's performance of the remainder of the Work, may be accomplished prior to Final Completion of all the Work subject to the following: The Owner at any time ma.y 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 Representative to issue a certificate of Substantial Completion for that part of the Work. Contractor at any time may notify Owner, Owner's Representative, and Engineer in writing that Contractor 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 the Work. Within a reasonable 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 for Substantial Completion and Partial Utilization will apply with respect to certification of Substantial Completion of that part of the Work and the division of responsibility in respect thereof and access thereto. SectionIIl.doc Page 36 of 49 7/31/2012 ' � 14.5 FINAL INSPECTI4N Section III — General Conditions Upon written notice from Contractor 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 this inspection reveals that the Work is incomplete or defective. The Owner's Representative will � produce a final punch list, deliver it to the Contractor within five (5) days of completion and assign a date for this work to be completed not less than thirty (30) days from delivery of the list. Failure to include any corrective work or pending items does not alter the responsibility of the , contractor to complete all the construction services purchased pursuant to the contract. Contractor shall immediately take such measures as are necessary to complete such Work or remedy such deficiencies. � L ' � � � ' ' � � � ' � ' l_ _J ' 14.6 FINAL APPLICATION FOR PAYMENT After Contractor has completed all such corrections to the satisfaction of Owner's Representative and has delivered in accordance with the Contract Documents all maintenance and operating, instructions, As-built/Record Drawings, schedules, guarantees, Bonds, certificates or other evidence of insurance required by the paragraph for Bonds and Insurance, certificates of' inspection, Inspector overtime reimbursement as required in the Contract Documents and other documents, Contractor may make application for final payment following the procedure for• progress payments. The fnal Application for Payment shall be accompanied (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 or 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 filed in. connection with the Work. In lieu of such releases or waivers of Liens and as approved by the: Owner, Contractor 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. If any Subcontractor or Supplier fails to� furnish such a release or receipt in full, Contractor may furnish a Bond or other collateral. satisfactory to the Owner to indemnify the Owner against any Lien. Prior to application for final payment, Contractor shall clean and remove from the premises all. surplus and discazded materials, rubbish, and temporary structures, and shall restore in an� acceptable manner all property, both 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 completion of the Work is significantly delayed and iif' Owner's Representative so confirms, the Owner shall, upon receipt of Contractor's fina'.l Application for payment and recommendation of Owner'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 conected is less than the retainage stipulated in the Agreement, and if Bonds have; been furnished as required in pazagraph for Bonds and Insurance, the written consent of thE; surety to the payment of the balance due for that portion of the Work fully completed an�l SectionIII.doc Page 37 of 49 7/31/2012: Section III — General Conditions 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 imal Application for Payment and accompanying documentation, all as required by the Contract Documents, Owner's Representative is satisfied that the 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 Owner for payment. Thereupon, Owner's Representative will give written notice to Owner and Contractor that the Work is acceptable subject to the provisions of this article. Otherwise, Owner's Representative will retum the Application to Contractor, 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 accompanying documentation are appropriate as to form and substance, the Owner shall, within twenty (20) 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 waiver of all claims by the Owner against Contractor, except claims arising from unsettled Liens, from 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 made in writing and still unsettled. 15 SUSPENSION OF WORK AND TERMINATION 15.1 OWNER MAY SUSPEND THE WORK At any time and without cause, Owner's Representative may suspend the Work or any portion thereof for a period of not more than ninety (90) days by notice in writing to Contractor, which will fix the date on which Work will be resumed. Contractor shall resume the Work on the date so fixed. Contractor 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 Contractor makes an approved claim therefore 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 or more of the following events; if Contractor persistently fails to perform the work in accordance with the Contract Documents (including, but not limited to, failure to supply suf�'icient skilled workers or suita.ble materials or equipment or failure to adhere to the progress schedule as adjusted from 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 Contract Documents; or if the Work to be done under this Contract is abandoned, or if this SectionIII.doc Page 38 of 49 7/31/2012 , , � � � � ' , � � � , ' ' � ' ' ' � ' �� L� Section III — General Conditions Contract or any part thereof is sublet, without the previous written consent of the Owner, or if the Contract or any claim thereunder is assigned by Contractor otherwise than as herein specified, or at any time Owner'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 unrea.sonably delayed. � The Owner may, after giving Contractor (and the surety, if any), seven days' wriiten notice and, to the extent permitted by Laws and Regulations, terminate the services of Contractor, exclude Contractor from the site and take possession of the Work and of all 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 conversion), incorporate in the Work all materials and equipment stored at the site or for which the Owner has � paid Contractor but which are stored elsewhere, and finish the Work as the Owner may deem expedient. In such case Contractor shall not be entitled to receive 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. If such claims, costs, losses and damages exceed such unpaid balance, Contractor sha11 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 Ovmer shall not be required to obtain the lowest price for the Work performed. ' � ' � Where Contractor's services have been so terminated by the Owner, the termination will not affect any rights or remedies of the Owner against Contractor then existing or which may thereafter accrue. Any retention or payment of moneys due Contractor 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 of the Owner, elect to terminate the Agreement. In such case, Contractor sha11 be paid (without duplication of any items): for completed and acceptable Work executed in accordance with the Contract Documents prior to the effective date of termination, including fair and reasonable sums for overhead and profit on such Work; for expenses sustained prior to the effective date of termination in performing services � and fiunishing labor, materials or equipment as required by the Contract Documents in connection with uncompleted Work, plus fair and reasonable sums for overhead and profit or� such expenses; � ' � � � for all claims, costs, losses and damages incurred in settlement of terminated contracts with Subcontractors, Suppliers and others; and for reasonable expenses directly attributable to termination. Contractor shall not be paid on account of loss of anticipated profits or revenue or other economic loss arising out of or resulting from such termination. SectionIII.doc Page 39 of 49 7/31/2012 Section III — General Conditions 15.3 CONTRACTOR MAY STOP WORK OR TERMINATE If, through no act or fault of Contractor, the Work is suspended for a period of more than ninety (90) days by the Owner or under an order of court or other public authority, or the Owner's Representative fails to act on any Application for Payment within thirty (30) days after it is submitted or the Owner fails for thirty (30) days to pay Contractor any sum finally determined to be due, then Contractor may, upon seven (7) days' written notice to the Owner and Owner's Representative, and provided the Owner or Owner's Representative does not remedy such suspension or failure within that time, terminate the Agreement and recover from the Owner 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 no fault of Owner, 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 Application for Payment within thirty (30) days after it is submitted, or the Owner has failed for thirty (30) days to pay Contractor any sum fmally determined 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 a�nounts 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. 1f DISPUTE RESOLUTION If and to the extent that the Owner and Contractor have agreed on the method and procedure for resolving disputes between them that may arise under this Agreement, such dispute resolution method and procedure will proceed. If no such agreement on the method and procedure for resolving such disputes has been reached, subject to the provisions of the article for Decisions on Disputes, the Owner and Contractor 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 to be submitted to binding azbitration. 17 MISCELLANEOUS 17.1 SUBMITTAL AND DOCUMENT FORMS The form of all submittals, notices, change orders, pay applications, logs, schedules and other documents permitted or required to be used or transmitted under the Contract Documents shall be determined by the Owner's Representative subject to the approval of Owner. 17.2 GtVING 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 iirm or to an officer of the corporation for 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. SectionIII.doc Page 40 of 49 7/31 /2012 ' ' � �I� � � � � u � � ' 0 � � ' � � � , L� � � � ' L_I � � ' � � � , Section III — General Conditions 17.3 NOTICE OF CLAIM Should the Owner or Contractor suffer injury or damage to person or property because of any error, omission or any act of the other party or of any of the other party's officers, employees or agents or others 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 pazagraph sha11 not be construed as a substitute for or a waiver of the provisions of any applicable statute of limitations or repose. 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 chazges of engineers, architects, attorneys and other professionals and a11 court or other dispute resolution costs. 17.5 ASSIGNMENT OF CONTRACT 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 RENEWA� OPTION Annual Contracts issued through the Engineering Department may be renewed for up to two (2) yeazs, upon mutual consent of both the Owner and the Contractor/Vendor. All terms, conditions and unit prices shall remain constant unless otherwise specified in the contract specifications or in the Invitation to bid. Renewals shall be made at the sole discretion of the Owner, and must be agreed to in writing by both parties. All renewals are contingent upon the availability of funds, and the satisfactory performance of the Contractor as determined by the Construction Department. 17.7 ROLL-OFF CONTAINERS AND/OR DUMPSTERS All City construction projects shall utilize City of Clearwater Solid Waste roll-off containers and/or dzunpsters for their disposal needs. For availability or pricing contact Mike Pryor at the City of Clearwater, Solid Waste Department, phone: (727) 562-4923 or email: Michael.P�(a�mvClearwater.com. 18 ORDER 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 Contractor sha11 work and order thereof. 19 MATERIAL USED All material incorporated into the final work shall be new material unless otherwise approved by the Engineer. Tf requested by the Engineer, the Contractor sha11 furnish purchase receipts of all materials. SectionIII.doc Page 41 of 49 7/31/2012 Section III — General Conditions 20 CONFLICT BETWEEN PLANS AND SPECIFICATIONS The various Contract Documents shall be given precedence, in case of conflict, error or discrepancy, as follows: Modifications, Contract Agreement, Addenda, Supplementary General Conditions, General Conditions, Supplementary Technical Specifications, Technical Specifications, Drawings. In a series of Modifications or Addenda the latest will govern. 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 Contractor to purchase certain portions of materials identified in 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 for materials, supplies, and equipment, which will be a part of the Contractor's work. The Owner, being exempt from sales tax, reserves the right to make direct purcha.ses of various construction materials included in the Contractor's contract. The Owner purchasing of construction materials, if selected, will be administered on a deductive Change Order basis. Additionally, Purchase Orders will include Owner's Certificate of Exemption number. See SECTION N, ARTICLE 1.1 - SCOPE DESCRIPTION for ODP items included in the Contract Documents and the APPENDIX for ODP Documents. 22 RESIDENT NOTIFICATION OF START OF CONSTRUCTION 22.1 GENERAL T'he 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 notice indicating the following information about the proposed construction work and the Contractor perfornning the work: City seal or logo; the scheduled date for the start of construction; the type of construction; general sequence and scheduling of conshuction events; possibility of water service disruption andlor 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 are 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 prior to the start of construction. Notification shall be printed on brightly colored and durable card stock and shall be a minamum of 4-'/4 by 11 inches in size. Notification (door hanger) shall be posted to residences and businesses directly affected by the Contractor's activities no later than seven (7) days prior to the start of construction activity. Directly affected by the Contractor's activities shall mean a11 Contractor operations including staging areas, equipment and material storage, principal access routes across private property, etc. Contractor cannot start without proper seven (7) day notice period to residents. Contractor is required to maintain sufficient staff to answer citizen inquiries during normal business hours and to maintain appropriate message recording equipment to receive citizen inquires after business hours. Resident notification by the Contractor is a non-specific pay item to be included in the bid items provided in the contract proposal. 22.2 EXAMPLE CITY SEAL SectionIII.doc Page 42 of 49 7/31/2012 , � Ll � � � � ,� �� � � ' � � L� � �� � �J � � � r � Section III — General Conditions Of CITY OF CLEARWATER NOTICE OF CONSTRUCTION TODAY' S DATE: / / PLEASE EXCUSE US FOR ANY INCONVENIENCE We are the construction contractor performing (state rype of contract) for the City of Clearwater in your area. The work will be performed in the public right-of-way adjacent to your property. This notice is placed a minimum of seven (7} days in advance of construction to notify property owners of the pending start of construction. (Brief description of the construction process to be expected by the property owners) The construction process may necessitate the removal of certain items from the right-of-way. Typical items such as sprinklers, grass, and postal approved mailboxes will be replaced by the contractor within a reasonably short period of time. The replacement of driveways and sidewalks . will be made using standard asphalt or concrete materials. The property owner is responsible for ' the expense and coordination to replace driveways and sidewalks wluch have customized colors, i textures andlor materials. Small trees, shrubs, landscaping materials; unauthorized mailboxes ori structures within the right-of-way which must be removed due to the construcrion process will not be replaced. The property owner is responsible to relocate any such items which the property owner wishes to save prior to the start of construction. Vehicles pazked 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 or 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 to prepare and display public project information signs during the full course of the contract 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) sha11 be included in the cost of the work. The number of and type of signs will be stated in SECTION IV, ARTICLE 1.1— SCOPE DESCRIPTION. � LI � r 23.2 TYPE OF PROJECT SIGN, FIXED OR PORTABLE Sign type shall be "fixed" on stationary projects and "portable" on projects which have extended locations or various locations. The particular wording to be used on the signs will be determined after contract award has been approved. Contractor will be provided the wording to be used on sign at the preconstruction conference. SectionIII.doc Page 43 of 49 7/31/2012 Section III — General Conditions 23.3 FIXED SIGN Fixed 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 of 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.) wooden 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. Altemate mounting system or attachment to fencing or other iixed struciure can be considered for approval. Sign shall be painted white on both sides with exterior rated paint. 23.4 PORTABLE SIGNS Portable sign shall be a minimum of 24-inches by 30-inches (24"x30") in size and will be attached to a standard sized portable traffic barricade. Sign material shall be aluminum, O.Q80- 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 COLORING Background shall be white. Project Descriptive Name shall be in blue lettering. All other lettering shall be black. Basic lettering 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. 23.6 SIGN PLACEMENT 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 become a hazard or impediment to either pedestrian or vehicular traffic. For construction projects outside of the Owner's right-of-way, the signs will be placed on the project site. For 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 on the project. Multiple portable signs will be necessary where work is ongoing in several locations at the same time. Fixed signs are to be placed at the start of construction and will remain 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 course 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 immediately replaced if defaced. SectionIII.doc Page 44 of 49 7/31/2012 � � � � � � � � � � � � � � � � u � � � � � � � i � � � ' � Section III — General Conditions 23.8 TYPICAL PROJECT SIGN � �� PRQJECT NAME (CONTRACT TTUMBER) �DEPARTMENT NAME) PROJECT N� CONTRACTOR: COMPLETION DATE: r rn .� L E � E 'c E N FLTNDING: OWNER'S REPRESENTATIVE: o. � �� ���� �water ^ ��,� ��� U 2'— 3„ 4"x4" P.T. Post (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 the Engineer gives written notice to proceed (NTP), which notice shall be given as outlined in Article 2 of these General Conditions. It is further required that all work within this contract be completed within the indicated number of consecutive calendar davs as determined in SECTION N, ARTICLE 1.1 - SCOPE DESCRIPTION. Contract date to commence 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 rennains incomplete. The work shall be discontinued on Saturdays, Sundays, and approved Holidays. If it becomes necessary for the Contractor to perform work on Saturdays, Sundays, and approved City of Clearwater Employee Holidays, that in the opinion of the Engineer, will require the presence of Inspectors, the SectionIII.doc Page 45 of 49 7/31l2012 Section III — General Conditions Contractor shall pay the City of Clearwater, Florida, the amount of Four Hundred Eighty Dollars ($480.00) per each eight-hour (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 work resulting therefrom which appear within a period of one (1) year from the date of fmal acceptance. 25 SCRUTINIZED COMPANIES AND BUSINESS OPERATIONS WITH CUBA AND SYRIA CERTIFICATION FORM Any company, individual, principal, subsidiary, affiliate, or owner on the Scrutinized Companies with Activities in Sudan List, the Scrutinized Companies with Activities in the Iran Petroleum Energy Sector List, or is engaged in business operations in Cuba or Syria, is ineligible for, and may not bid on, submit a proposal for, or enter into or renew a contract with the City of Clearwater for goods or services for an amount equal to or greater than one million ($1,000,000.00) dollars. Therefore, if applicable, each entity submitting a bid, proposal, or response to a solicitation must certify to the City of Clearwater that it is not on either list or engaged in business operations in Cuba or Syria at the time of submitting a bid, proposal or response, in accordance with section 287.135, Florida Statutes. Business Operations means, for purposes speciiically related to Cuba or Syria, engaging in commerce in any form in Cuba or Syria, including, but not limited to, acquiring, developing, maintaining, owrung, selling, possessing, leasing, or operating equipment, facilities, personnel, products, services, personal property, real property, military equipment, or any other apparatus of business or commerce. The certification form (the Certification) is attached hereto, and it must be submitted, along with all other relevant contract documents, at the time of submitting a bid, proposal, or response. Failure to provide the Certification may deem the entity's submittal non-responsive. If the City of Clearwater determines that an entiiy has submitted a false certifcation form, been placed either on the Scrutinized Companies with Activities in Sudan List or the Scrutinized Companies with Activities in the Iran Petroleum Energy Sector List, (for contracts entered into or renewed on or after July 1, 2011 through June 30, 2012), or submitted a false certification form, has been placed either on the Scrutinized Companies with Activities in Sudan List or the Scrutinized Companies with Activities in the Iran Petroleum Energy Sector List or been engaged in business operations in Cuba or Syria, (for contracts entered into or renewed on or after July 1, 2012) then the contract may be terminated at the option of the City of Clearwater. Other than the submission of a false certification, the option to waive the aforementioned deficiencies mentioned in the previous sentence may be asserted on a case-by-case basis, at the sole discretion of the City of Clearwater, if to the following conditions are found to e�st: A. For Scrutinized Companies with Activities in Sudan List or the Scrutinized Companies with Activities in the Iran Petroleum Energy Sector List, (all of the following must occur): 1. The scrutinized business operations were made before July 1, 2011. 2. The scrutinized business operations have not been expanded or renewed after July 1, 2011. SectionIII.doc 3. The City of Clearwater deternunes that it is in the best interest of the City to contract with the company or entity. Page 46 of 49 � � � � � � � ;� � 7/3l/2012 � � � � � � � � � � � (� L � � � � � �� Section III — General Conditions 4. The company or entity has adopted, has publicized and is implementing a formal plan to cease scrutinized business operations and to refrain from engaging in any new scrutinized business operations. B. For Companies Engaged in Business �perations in Cuba or Syria: l. The business operations were made before July 1, 2012. 2. The business operations have not been expanded or renewed after July 1, 2012. 3. The City of Clearwater determines that it is in the best interest of the City to contract with the company or entity. 4. The company or entity has adopted, has publicized, and is implementing a formal plan to cease business operations and to refrain from engaging in any new business operations in Cuba or Syria. Further, the City may a11ow a company to bid on, submit a proposal for, or enter into or renew a contract with the City of Clearwater for goods or services for an amount equal to or greater than one million ($1,000,000.00) dollazs, if the City makes a public finding that, absent one of the above exemptions, the City would otherwise be unable to obtain goods or services for which the contract is offered. The City retains the right to pursue civil penalties and any other applicable rights and remedies as provided by law for the false submission of the attached certification form. SectionIII.doc Page 47 of 49 7/31/201:! � Section III — General Conditions SCRUTINIZED COMPANIES AND BUSINESS OPERATIONS WITH CUBA AND � SYRIA CERTIFICATION FORM TKIS FORM MUST BE COMPLETED AND SUBMITTED W.iTH THE BID PROPOSAL. FAILURE TO SUBMIT THIS FORM AS REQUIRED, MAY DEEM YOUR SUBMITTAL NONRESPONSIVE. The affiant, by virtue of the signature below, certifies that: 1. The vendor, company, individual, principal, subsidiary, �liate, or owner is aware of the requirements of section 287.135, Florida Statutes, regarding companies on the Scrutinized Companies with Activities in Sudan List, the Scrutinized Companies with Activities in the Iran Petroleum Energy Sector List, or engaging in business operations in Cuba and Syria; and 2. The vendor, company, individual, principal, subsidiary, affiliate, or owner is eligible to participate in this solicitation and is not listed on either the Scrutinized Companies with Activities in Sudan List, the Scrutinized Companies with Activities in the Iran Petroleum Sector List, or engaged in business operations in Cuba and Syria; and 3. Business Operations means, for purposes specifically related to Cuba or Syria, engaging in commerce in any form in Cuba or Syria, including, but not limited to, acquiring, developing, maintaining, owning, selling, possessing, leasing or operating equipment, faeilities, personnel, products, services, personal property, real property, military equipment, or any other apparatus of business or commerce; and � � 4. If awarded the Contract (or Agreement), the vendor, company, individual, principal, subsidiary, affiliate, or owner will immediately notify the CiTy of Clearwater in writing, � no later than five (5) calendar days after any of its principals are placed on the Scrutinized Companies with Activities in Sudan List, the Scrutinized Companies with Activities in the Iran Petroleum Sector List, or engages in business operations in Cuba � and Syria. Authorized Signature Printed Name Titie Name of Entity/Corporation � � � SectionIII.doc Page 48 of 49 7/31/2012 � � � � � � � � � � � � � � � � � � � � � Section III — General Conditions STATE OF COUNTY OF The foregoing instrument was acknowledged before me on this day of , 201�, by (name of person whose signature is being notarized) as the (title) of (name of corporation/entity), personally known to me as described herein , or produced a (type of identification) as identification, and who didldid not take an oath. NOTARYSEAL ABOVE SectionIII.doc Notary Pubtic Printed Name My Commission Expires: Page 49 of 49 7/31/2012 � � � , � � � � � u � � � , � � SECTION IV TECHNICAL SPECIFICATIONS Table of Contents: SECTIONIV .................................................................................................................................. i TECHNICAL SPECIFICATIONS ............................................................................................... i 1 SCOPE OF WORK ...........................................................................................................1 1.1 SCOPE DESCRIPTION .................................................................................................1 1.2 SCOPE OF WORK CHECKLIST .................................................................................. 6 2 FIELD ENGINEERING ........................:......................................................................... 7 2.1 LINE AND GRAUE SHALL BE PERFORMED BY THE CONTR.ACTOR ............... 7 2.1.1 GRADES, LINESAND LEVELS ............................................................................. 7 2.1.2 LAYOUT DATA ....................................................................................................... 8 2.2 LINE AND GR.ADE SHALL BE PERFORMED BY THE CITY ................................. 8 3 DEFINITION OF TERMS ............................................................................................... 8 3.1 REFERENCE STANDARDS ......................................................................................... 8 3.2 ABBREVIATIONS AND SYIvIBOLS ........................................................................... 8 4 ORDER AND LOCATION OF THE WORK ..............................................................10 5 EXCAVATION FOR UNDERGROUND WORK ........................................................10 6 CONCRETE .....................................................................................................................11 7 EXCAVATION AND FORMS FOR CONCRETE WORK .........................................11 7.1 EXCAVATION ......................................................................................................:........11 7.2 F�RMS .............................................................................................................. ..11 8 REINFORCEMENT .......................................................................:...............................12 8.1 BASIS OF PAYMENT .................................................................................................12 9 OBSTRUCTIONS ...........................................................................................................12 10 RESTORATION OR REPLACEMENT OF DRIVEWAYS, CURBS, SIDEWALKS ANDSTREET PAVEMENT ..........................................................................................12 11 WORK IN EASEMENTS OR PARKWAYS ................................................................13 12 DEWATERING ...............................................................................................................13 12.1 GENERAL ....................................................................................................................13 12.2 PERMIT REQUIREMENTS ........................................................................................14 12.2.1 DEWATERING CONTROL ................................................................�--•�-�----•--._... 14 12.2.2 GENERIC PERMIT FOR THE DISCHARGE OF PRODUCED GROUND WATER FROMANYNON-CONTAMINATED SITEACTIVITY ........................... 14 13 SANITARY MANHOLES ..............................................................................................16 13.1 BUILT UP TYPE .................................................................................. 16 ........................ 13.2 PRECAST TYPE ................................................................ .. 17 ........................................ SectionIV.doc n 5/15/2012 14 � 16 13.2.1 MANHOLE ADJUSTII�IENT RINGS (GRADE RINGS) ......................................... 17 13.3 DROP MANHOLES .....................................................................................................17 13.4 FRAMES AND COVERS ............................................................................................17 13.5 MANHOLE COATINGS ....................................:.........................................................18 13.6 CONNECTIONS TO MANHOLES .............................................................................18 BACKFILL......................................................................................................................18 STREET CROSSINGS, ETC . .......................................................................................18 RAISING OR LOWERING OF SANITARY SEWER, STORM DRAINAGE STRUCTURES................................................................................................................18 16.1 BASIS OF PAYIVIENT ................................................................................................. 19 17 UNSUITABLE MATERIAL REMOVAL .....................................................................19 17.1 BASIS OF MEASUREMENT ......................................................................................19 17.2 BASIS OF PAYIv1ENT .................................................................................................19 18 19 UNDERDRAINS.........................................................:...................................................19 18.1 BASIS OF MEASUREMENT ...................................................................................... 20 18.2 BASIS OF PAYMENT ........................................................................... ....... 20 ............... STORMSEWERS .......................................................................................................... 20 19.1 AS BUILT INFORMATION ......................................................................................... 20 19.2 'TESTING ................................................................................................ ............20 19.3 BASIS OF PAYMENT ................................................................................................. 21 20 SANITARY SEWERS AND FORCE MAINS .............................................................. Zl 20.1 MATERIALS ................................................................................................................ 21 20.1.1 GRAVII'YSEWER PIPE ........................................................................................ 21 20.1. 2 FORCE MAIN PIPE ............................................................................................. 21 20.2 INSTALLATION .......................................................................................................... 21 20.2.1 GRAVITYSEWER PIPE ........................................................................................ 21 20.2. 2 FORCE MAIN PIPE ............................................................................................. 22 20.3 AS BUILT DR.AWINGS ............................................................................................... 22 20.4 'TESTING .......................................................................... ............22 ................................ 20.4.1 TESTING OF GRAVITYSEWERS ........................................................................ 22 20.4.2 TESTING OF FORCE MAINS .............................................................................. 23 20.5 BASIS OF PAYIvIENT .................................................................. ......................... 23 20.5.1 GRAVITYSEWER PIPE ........................................................................................ 23 20. S. 2 FORCE MAIN PIPE ................................. ............................................................ 23 21 22 DRAINAGE..................................................................................................................... 23 ROADWAY BASE AND SUBGRADE .......................................................................... 23 22.1 BASE ............................................................................................. ................... 22.1.1 BASIS OF MEASUREMENT FOR BASE AND REWORKED BASE ....... 22.1. 2 BASIS OF PAYMENT FOR BASE AND REWORKED BASE ................... 22.2 SUBGRADE ..................................................................................................... 22.2.1 BASIS OF MEASUREMENT .................................................................... 22.2.2 BASISOFPAYMENT ...............................�-•---........................................... .......... 23 .......... 25 .......... 25 .......... 25 .......... 26 .......... 26 SectionN.doc ii 5/15/2012 � � � �J � � , � � � � � � � � � 23 ASPHALTIC CONCRETE MATERIALS ................................................................... 26 23.1 ASPHAL'TIC CONCRETE ........................................................................................... 26 23.1.1 AGGREGATE ........................................................................................................26 23.1.2 B17'UMINOiIS MATERIALS ................................................................................. 26 23.2 HOT BITUMINOUS MIXTURES - PLANT, METHODS, EQUIPMENT & QUALITYASSURANCE ............................................................................................ 26 23.3 ASPHALT MIX DESIGNS AND TYPES .................................................................... 27 23.4 ASPHALT PAVEMENT DESIGNS AND LAYER THICKNESS ............................... 27 23.5 GENERAL CONSTRUCTION REQUIREMENTS .................................................... 28 23.6 CRACKS AND POTHOLE PREPARA'I'ION .............................................................. 28 23.6.1 CRACKS ................................................................................................................28 23_ 6.2 POTHOLES ........................................................................................................... 28 23.7 ADJUS'TMENT OF MANHOLES ............................................................................... 29 23.8 ADDITIONAL ASPHALT REQUIREMENTS ............................................................ 29 23.9 SUPERPAVE ASPHALTIC CONCRE'I'E .................................................................... 30 23.10 BASIS OF MEASUREMENT ...................................................................................... 30 23.11 BASIS OF PAYMENT ...............................................................................:................. 3U 24 ADJiJSTMENT TO THE iTNIT BID PRICE FOR ASPHALT .................................. 31 25 GENERAL PLANTING SPECIFICATIONS .............................................................. 31 25.1 IRRIGATION ................................................................................................................ 31 25.1.1 DESCRIPTIOIV ..............................................................................................:...... 31 25.1.2 PRODUCTS ..........................................................................................................33 25.1.3 EXECII7'ION .........................................................................................................37 25.2 LANDSCAPE ............................................................................................................... 40 25.2.1 GENERAL .............................................................................................................40 25.2.2 PRODUCTS ..........................................................................................................45 25.2.3 EXECUTION .........................................................................................................48 26 HDPE DEFORMED - REFORMED PIPE LI1vING ................................................... 55 26.1 INTENT ........................................................................................................................ 55 26.2 PRODUCT AND CONTRACTOR/1NSTALLER ACCEPTABILITY ........................ 55 263 MATERIALS ................................................................................................................ 55 26.4 CLEANING/SURFACE PREPARATION ................................................................... 56 26.5 'I'ELEVISION INSPEC'I'ION ....................................................................................... 56 26.6 LiNER INSTALLATION ............................................................................................. 57 26.7 LA'TERAL RECONNECTION ..................................................................................... 57 26.8 TIME OF CONSTRUCTION ....................................................................................... 57 26.9 PAYMENT ....................................................................................................................57 27 28 29 PLANTMIX DRIVEWAYS ........................................................................................... 57 27.1 BASIS OF MEASUREMENT ...................................................................................... 58 27.2 BASIS OF PAYMENT ................................................................................................. 58 REPORTING OF TONNAGE OF RECYCLED MATERIALS ................................ 58 CONCRETECURBS ..................................................................................................... 58 29.1 BASIS OF MEASUREMENT ...................................................................................... 58 29.2 BASIS OF PAYIv1ENT ................................................................................................. 58 SectionIV.doc �i 5/15/2012: � 30 31 32 CONCRETE SIDEWALKS AND DRIVEWAYS ......................................................... 58 30.1 CONCRETE SIDEWALKS .......................................................................................... 58 30.2 CONCRETE DRIVEWAYS ......................................................................................... 59 30.3 BASIS OF Iv1EASUREMENT ...................................................................................... 59 30.4 BASIS OF PAYMENT ................................................................................................. 59 SODDING........................................................................................................................ 59 SEEDING......................................................................................................................... 60 33 STORM MANHOLES, INLETS, CATCH BA5INS OR OTHER STORM STRUCTURES................................................................................................................ 60 33.1 BUILT UP TYPE STRUCTURES ................................................................................ 60 33 .2 PRECAST TYPE .......................................................................................................... 61 33.3 BASIS OF PAYIVIENT ................................................................................................. 61 34 35 36 37 38 MATERIALUSED ......................................................................................................... 61 CONFLICT BETWEEN PLANS AND SPECIFICATIONS ...................................... 61 STREETSIGNS .............................................................................................................. 61 AUDIO/VIDEO RECORDING OF WORK AREAS .................................................. 61 37.1 37.2 37.3 37.4 37.5 37.6 37.7 37.8 37.9 37.10 37.11 37.12 CONTRACTOR TO PREPARE AUDIO/VIDEO RECORDING SCHEDULING OF AUDIO/VIDEO RECORDING ................... PROFESSIONAL VIDEOGRAPHERS ....................................... EQUIPMENT............................................................................... RECORDED INFORMATION, AUDIO ...................................... RECORDED INFORMATION VIDEO ....................................... VIEWER ORIENTATION ............................................................ LIGHTING................................................................................... SPEEDOF TRAVEL .................................................................... VIDEO LOG/INDEX ................................................................... AREAOF COVERAGE ............................................................... COSTS OF VIDEO SERVICES ................................................... ............................ 61 ............................ 61 ............................ 62 ............................ 62 ............................ 62 ............................ 62 ............................ 62 ............................ 63 ............................ 63 ............................ 63 ............................ 63 ............................ 63 EROSION AND SILTATION CONTROL ................................................................... 63 38.1 3 8.2 3 8.3 3 8.4 3 8.5 3 8.6 3 8.7 38.8 3 8.9 38.10 STABILIZATION OF DENUDED AREAS ................................................................. 63 PROTECTION AND STABILIZATION OF SOIL STOCKPILES ............................. 64 PROTECTION OF EXISTING STORM SEWER SYSTEMS .................................... 64 SEDIMENT TRAPPING MEASURES ........................................................................ 64 SEDIMENTATION BASINS ....................................................................................... 64 WORKING IN OR CROSSING WATERWAYS OR WATERBODIES ...................... 64 SWALES, DITCHES AND CHANNELS .................................................................... 65 UNDERGROUND UTILITY CONSTRUCTION ....................................................... 65 MAINTENANCE......................................................................................................... 65 COMPLIANCE............................................................................................................. 65 39 UTILITY TIE IN LOCATION MARKING ................................................................. 68 40 AV�ARD OF CONTRACT, WORK SCHEDULE AND GUARANTEE .................... 68 SectionN.doc iv 5/15/2012 � � 41 l �� � �� � � ' � � � � � � � � ' POTABLE WATERMAINS, RECLAIMED WATERMAINS AND .APPURTENANCES ....................................................................................................... 68 41.1 SCOPE .......................................................................................................................... 68 41.2 MATERIALS ........................................................................................... .... 69 ................. 41.2.1 GENERAL .............................................................................................................69 41.2.2 PIPE MATERIALSAND FIT7'INGS ..................................................................... 69 41.2.3 GATE YALVES ...................................................................................................... 71 41.2.4 YALYE BOXES ...................................................................................................... 71 41.2. S ITYDRANTS ........................................................................................................... 72 41.2.6 SERVICE SADDLES ............................................................................................. 73 41.2. 7 TESTS, INSPECTIONAND REPAIRS .................................................................. 73 41.2.8 BACKFLOW PREVENTERS ............................................................. .............. 73 41. 2. 9 TAPPING SLEEVES .................... ............................ ............................................. 74 41.2.10 BLOW OFF HYDRAIV7'5 ...................................................................................... 74 41.3 CONSTRUCTION ........................................................................................................74 41.3.1 MATERIAL HANDLING ....................................................................................... 74 41. 3. 2 PIPE LAYING ...... .................. ................. .............................................. ................ 74 41.3.3 SETTING OF YALVES, HYDRANTSAND FI7TINGS ......................................... 76 41. 3. 4 CONNECTIONS TD EXISTING LINES ............................................................... 76 41.4 TESTS ...........................................................................................................................77 41.4.1 HYDROSTATIC TESTS ......................................................................................... 77 41. 4. 2 NOTICE OF TEST ............................................. ................................... .... ............ 77 41.5 S'I'ERILIZATION ......................................................................................................... 77 41. S.1 STERILIZING AGENT .......................................................................................... 77 41.5.2 FLUSHING SYSTEM ........................................................................�................... 77 41. S. 3 STERILIZATIDN PROCED URE ... .................................................... ................... 77 41.5.4 RESIDUAL CHLORINE TESTS ............................................................................ 78 41. S. S BACTERI�IL TESTS ............................................................................................:. 78 41.6 MEASUREMENT AND PAYMENT .:......................................................................... 78 41. 6.1 GENERAL ..................................... .................... .................................................... 78 41. 6.2 FURNISHAND INSTALL WATER MAINS ........................................................... 79 41. 6.3 FURNISHAND INSTALL FI77'INGS ................................................................... 79 41. 6.4 FURNISHAND INSTALL GATE VALVES COMPLETE WITHBOXES AND COVERS . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . .. . . . . . . . . . . . . . .. .. . . . . . . . . . . . . . . . . . .. . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . 79 41.6.5 FURNISHAND INSTALL FIRE HYDRAtV?'5 ....................................................... 79 42 43 GAS SYSTEM SPECTFICATIONS .............................................................................. 80 TENNISCOURTS .......................................................................................................... 80 43.1 PAVED TENNIS COURTS .......................................................................................... 80 43.1.1 SOIL TREATMENTS ............................................................................................. 80 43.1.2 BASE COURSE ..................................................................................................... 80 43.1. 3 PRIME COAT ....................................................................................................... 80 43.1.4 LEVELING COURSE ............................................................................................ 80 43.1.5 SURFACE COURSE ............................................................................................. 80 43.1. 6 COLOR COAT ...................................................................................................... 81 43.2 CLAY'I'ENNIS COURTS ............................................................. ............................... 82 43.2.1 GENERAL ............................................................................................................. 82 43. 2. 2 SITE PREPARATION ............................................................................................ 83 SectionIV.doc v 5/15/2012 43.2.3 43.2.4 43.2.5 43.2. 6 43.2. 7 43.2.8 43.2. 9 43.2.10 43.2.11 43.2.12 43.2.13 43.2.14 43.2.1 S 43.2.16 43.2.17 SLOPE . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 83 BASECONSTRUCTION ....................................................................................... 84 PERIMETERCURBING ....................................................................................... 84 SURFACECOURSE ............................................................................................. 84 ROOTBARRIER ................................................................................................... 84 FENCING............. ......... .......... .... ... ...................................................................... 85 WINDSCR EENS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 8 5 COURT EQUIPMENT .......................................................................................... 85 SHADESTRUCTURE ........................................................................................... 87 WATERSOURCE (Potable) .................................................................................. 87 CONCRETE. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 8 7 EXISTING SPORT TENNIS COURT LIGHTING ................................................. 87 WATERCOOLER .................................................................................................. 88 DEMONSTRATION. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . .. . . . . .. .. .. . .. . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . 88 WARRANTY. .. ..... .. ..... ... .. ... ..... .. . .. . . .. . .. .. ..... . .. .. .... ....... . .... ... .... . .. ... ... ..... . ... .. .. . . .. .. ... . 88 44 WORK ZONE TRAFFIC CONTR4L ......................................................................... 89 44.1 CONTRACTOR RESPONSIBLE FOR WORK ZONE TRAFFIC CONTROL ......... 89 44.2 WORK ZONE TRAFFIC CONTROL PLAN .............................................................. 89 44.2.1 WORK ZONE SAFETY ......................... ......... ....................................................... 89 44.3 ROADWAY CLOSURE GUIDELINES ....................................................................... 90 44.3.1 ALL ROADWAYS ................................................................................................... 90 44.3.2 MAJOR ARTERIALS, MINOR ARTERIALS, LOCAL COLLECTORS ................. 90 44.3.3 MAJOR ARTERIALS, MINOR ARTERIALS ......................................................... 90 44.3. 4 MAJOR ARTERIALS ............................................................................................. 90 44.4 APPROVAL OF WORK ZONE TRAFFIC CONTROL PLAN ................................... 90 44.5 INSPECTION OF WORK ZONE TRAFFIC CONTROL OPERATION .................... 91 44.6 PAYMENT FOR WORK ZONE TRAFFIC CONTROL ............................................. 91 44.7 CERTIFICATION OF WORK ZONE TRAFFIC CONTROL SUPERVISOR............ 91 45 46 45.1 45.2 45.3 45.4 45.5 45.6 45.7 45.8 45.9 CURED-IN-PLACE PIPE LINING .............................................................................. 91 INTENT........................................................................................................................ 91 PRODUCT .AND CONTRACTOR/INSTALLER ACCEPTABILITY ........................ 92 MATERIALS................................................................................................................ 92 CLEANING/SURFACE PREPARATION ................................................................... 92 TELEVISION INSPECTION ....................................................................................... 93 LINER INSTALLATION ............................................................................................. 93 LATERAL RECONNECTION ..................................................................................... 93 TIlv1E OF CONSTRUCTION ....................................................................................... 93 PAYIvIENT.................................................................................................................... 93 SPECIFICATIONS FOR POLYETHYLENE SLIPLINING ..................................... 94 46.1 MATERIALS ............................................................................. 46.1.1 PIPE AND FITTINGS ........................................................ 46.1.2 QUALI7'Y CONTROL .................................. 46.1.3 SAMPLES ..................................................... 46.1.4 REJECTION ................................................. 46.2 PIPE DIMENSIONS ............................................ 46.3 CONSTRUCTION PRACTICES ........................ ................. � ................ ................. ................. ................................... 94 .................................. 94 .... ............................... 94 .. ................................. 94 .................................. 94 ................................... 94 ........................................................ 95 SectionIV.doc vi 5/15/2012 � r �� � � � LJ � �J � �� �� � � � L� � i � 46. 3.1 HANDLING OF PIPE .............. .......... ............ .......... ...... .................................... ... 95 46.3. 2 RBPAIR OF DAMAGED SECTIONS .................................................................... 95 46. 3. 3 PIPE JOINING ..................................................................................................... 95 46.3. 4 HANDLING OF FiISED PIPE ............................................................................. 9S 46.4 SLIPLINING PROCEDURE ........................................................................................ 95 46.4.1 PIPE REQUIREMENTS AND DIMENSIONS ...................................................... 95 46. 4. 2 CLEANING AND INSPECTION .................... .................................................... ... 95 46. 4. 3 INSERTION SHAFT AND EXCAVATIONS ............................. ............................. 96 46. 4. 4 INSERTION OF THE LINER ................................................................................ 96 46. 4. S CONFIRMATION OF PIPE SIZES ................................ ............................ .......... 96 46.4. 6 UNDERDRAIN CONNECTIONS IF REQUIRED ................................................ 96 46.4.7 BACKFILLING .....................................................................................................97 46.4.8 POINTREPAIR .....................................................................................................97 46.4.9 CLEAN UP OPERATIONS ................................................................................... 97 47 SPECIFICATIONS FOR POLYVINYL CHLURIDE RIBBED PIPE ...................... 97 47.1 SCOPE ...................................................... . ................................................................ 97 47.2 MATERIALS ................................................................................................................ 97 47.3 PIPE .............................................................................................................................. 97 47.4 JOINING SYSTEM ...................................................................................................... 98 47.5 FITTINGS .....................................................................................................................98 48 GUNITE SPECIFICATIONS ........................................................................................ 98 48.1 48.2 48.3 48.4 48.5 48.6 48.7 48.8 48.9 48.10 48.11 48.12 48.13 48.14 48.15 48.16 48.17 48.18 PRESSURE INJECTED GROUT ................................................................................ 98 REHABILITATION OF CORRUGATED METAL PIPE WITH GLJNITE ................. 98 COMPOSI'1 ION ........................................................................................................... 98 STRENGTH REQUIREMENTS .............................................................................�-�-- 99 MA1'ERIALS ................................................................................................................ 99 WATER......................................................................................................................... 99 REINFORCEMENT ..................................................................................................... 99 STORAGE OF MATERIALS ....................................................................................... 99 SURFACE PREPARATION .......................................................................................100 PROPOR'I'I OI�iII�1G .....................................................................................................100 MIXING......................................................................................................................100 APPLICATION...........................................................................................................100 CONSTRUCTION JOINTS .......................................................................................101 SURFACE FINISH .....................................................................................................101 CURING.....................................................................................................................101 ADJACENT SURFACE PROTECTION ...................................................................101 INSPECTION............................................................................... ..1 fl2 EQUIPIVIENT.............................................................................................................102 49 SANITARY AND STORM MANHOLE LINER RESTORATION .........................103 49.1 SCOPE AND IN'I'ENT ................................................... 49.2 PAYIvIENT ...................................................................... 493 FIBERGLASS LINER PRODUCTS .............................. 49.3.1 MATERIALS ............................................................ 49.3.2 INSTALLATIONAND EXECUTION ...................... 49.4 STRONG SEAL MS-2 LINER PRODUCT SYSTEM .. SectionN.doc vii ....................................103 ....................................103 --....•-• ........................... 103 ...................-�•-•---��---.... 103 .................................... 104 ....................................104 5/15/2012 49.4.1 MATERIALS ........................................................................................................105 49.5 INFILTRATION CONTROL ...................................................................................... 105 49.6 GROUTING MIX ....................................................................................................... 105 49.7 L1NER IVIIX ................................................................................................................ 105 49.8 WATER .......................................................................................................................106 49.9 OTI-�R MATERIALS ................................................................................................ 106 49.10 EQUIPIvIENT ............................................................................................................. 106 49.11 INSTALLATION AND EXECUTION .......................................................................106 49.11.1 PREPARATION ...................................................................................................106 49.11.2 MIXING ...............................................................................................................107 49.11. 3 SPRAYING .......................................................................................................... 107 49.11.4 PRODUCT TESTING ......................................................................................... 107 49.11.5 CURING ..............................................................................................................107 49.11. 6 MANHOLE TESTING AND ACCEPTANCE ...................................................... 108 49.12 INNERLINE ENVIRONMENTAL SERVICES LiNER PRODUCT SYSTEM .......108 49.12.1 SCOPE ................................................................................................................108 49.12.2 MATERIALS .........:..............................................................................................108 49.12.3 INSTALLATIONAIVD EXECUTION ...................................................................110 50 51 52 53 PROJECT INFORMA'I'ION SIGNS ...........................................................................112 IN-LINE SKATING SURFACING SYSTEM .............................................................112 51.1 SCOPE .........................................................................................................................112 51.2 SURFACE PREPARATIONS ................................................................ ...113 ................... 51.2.1 ASPHALT .............................................................................................................113 51.2.2 CONCRETE .........................................................................................................113 51.2. 3 COURT PATCH BINDER MIX ............................................................................113 51.3 APPLICATION OF ACRYLIC FILLER COAT ..........................................................113 51.4 APPLICATION OF FORTIFIED PLEXIPAVE ...........................................................114 51.5 PLEXIFLOR APPLICATION .....................................................................................114 51.6 PLAYING L1NES .......................................................................114 ..................... 51.7 GENERAL ...................................................................................................................114 51.8 LIMITATIONS .............................................................................................................114 RESIDENT NOTIFICATION OF START OF CONSTRUCTION ..........................115 GABIONSAND MAT'TRESSES ..................................................................................115 5 3.1 MATERIAL ............................................................................................................. 53.1.1 GABIDNAND RENO MATTRESS MATERIAL ............................................... 53.1.2 GABIONAND MATT'RES,S FILLER MATERIAL : ........................................... 53.1. 3 MATTRESS WIRE .............................. ... .................................... ...................... . 53.1. 4 GEOTEXTILE FABRIC .................................................................................... 53.2 PERFORMANCE ..................................................................................................., ...115 ...115 ...117 ...118 ...118 ...118 54 LAWN MAINTENANCE SPECIFICATIONS ...........................................................119 54.1 SCOPE .........................................................................................................................119 54.2 SCHEDULING OF WORK .........................................................................................119 54.3 WORK METHODS ....................................................................................................120 54.3.1 MA11V'IENANCE SCHEDULING ....................................................................... 120 54.3.2 DUTIES PER SERVICE VISI'1' ........................................................................... 120 SectionIV.doc ���� siisi2oi2 � � � � � � � �� C� �� �J � � � � � � � � � � � � � 55 � � �� � �� ' 54.4 54.5 54.6 54.7 54.8 54.9 54.10 54.11 54.12 54.13 54.14 54.15 54.16 54.17 54.18 54.19 54.20 54.21 LITTER.............................................................................................. ..........120 VISUALCHECK .......................................................................................................120 PLANT TRIMMING AND PALM PRUNING .......................................................... 120 PHOENIX SPECIES (CANARY DATE, INDIA DATE, PYGMY DATE, ETC.)..... 120 DEBRISREMOVAL ..................................................................................................120 TRAFFIC CONTR�L ................................................................................................121 PEDESTRIAN SAFETY ............................................................................................121 PLANT FERTILIZATION .......................................................................................... 121 WEED REMOVAL IN LANDSCAPED AREA ......................................................... 121 MULCHCONDITION ............................................................................................... 121 IRRIGATION SERVICE AND REPAIR .................................................................... 121 LAWN AND ORNAMENTAL PEST CONTROL ..................................................... 121 PALM FERTILIZATION ............................................................................................ 121 FREEZEPROTECTION ............................................................................................ 122 LEVELOF SERVICE ................................................................................................. 122 COMPLETIONOF WORK ....................................................................................... 122 INSPECTION AND APPROVAL .............................................................................. 122 SPECIAL CONDITIONS ........................................................................................... 122 MILLING OPERATIONS ...........................................................................................123 55.1 55.2 55.3 55.4 55.5 55.6 55.7 55.8 55.9 SS.IO EQUIPMENT, CONSTRUCTION & MILLED SURFACE ...................................... 123 ADDITIONAL MILLING REQUIREMENTS .......................................................... 123 SALUAGEABLEMATERIALS ................................................................................. 124 DISPOSABLE MATERIALS ..................................................................................... 124 ADJUSTMENT AND LOCATION OF tTNDERGROUND UTILITIES .................. 124 ADJUSTMENT OF UTILITY MANHOLES ............................................................ 124 'I'YPES OF MILLING ................................................................................................ 124 MILLING OF IN'I'ERSECTIONS .............................................................................. 125 BASISOF MEASUREMENT .................................................................................... 125 BASISOF PAI'1VIENT ............................................................................................... 125 56 CLEARING AND GRUBBING ...................................................................................125 56.1 BASIS OF MEASUREMENT .................................................................................... 125 56.2 BASIS OF PAYMENT ............................................................................................... 125 57 RIPRAP .........................................................................................................................125 57.1 BASIS OF MEASUREMENT .................................................................................... 125 57.2 BASIS OF PAYMENT ............................................................................................... 126 58 � � 59 � ' � TREATMENT PLANT S.A,FETY ................................................................................126 58.1 HAZARD POTENTIAL ............................................................................................. 126 58.2 REQUIRED CONTRACTOR TRAINING ................................................................ 126 TRAFFIC SIGNAL EQUIPMENT AND MATERIALS ...........................................126 59.1 BASIS OF MEASUREMENT AND PAYMENT ....................................................... 127 60 SIGNING AND MARKING ......................................................................................... 127 60.1 BASIS OF MEASUREMENT AND PAYMENT .......................................................127 61 RDADWAY LIGHTING ..............................................................................................127 SectionIV.doc ix 5/15/2012. 61.1 BASIS OF MEASUREMENT AND PAYMENT ....................................................... 127 62 TREE PROTECTION .................................................................................................. 228 62.1 TREE BARRICADES ................................................................................................ 128 62.2 ROOT PRUNING ....................................................................................................... 128 62.3 PROPER TREE PRUNING ........................................................................................ 129 63 PRO.TECT WEB PAGES ..............................................................................................130 63.1 WEB PAGES DESIGN ............................................................................................... 130 63.2 WEB ACCESSIBILITY GUIDELINES .....................................................................130 63.3 THE SUN AND WAVES LOGO AND ITS USE ....................................................... 130 63.4 MAPS AND GRAPHICS ........................................................................................... 131 63.5 INTERACTIVE FORMS ........................................................................................... 131 63.6 POSTING ....................................................................................................................131 63.7 WEB PAGES UPDA'I`ES ............................................................................................ 131 64 OVERHEAA ELECTRIC LINE CLEARANCE ......................................................131 64,1 • CLEAR.ANCE OPTIONS ........................................................................................... 131 64.2 REQUIRED MINIMUM CLEAR.ANCE DISTANCES ............................................. 131 SectionN.doc x 5/15/2012 ' , 1 � � �' � ' 1� � � � � � � ' �� � L� , � � 1.1 Section IV — Technical Specifications SCOPE OF WORK SCOPE DESCRIPTION Project: SID LICKTON PARK - SITE CIVIL CONSTRUCTION WORKS PROJECT N0.12-0024PR-A Scope of Work: 1. The work for which proposals consists the Site Civil Contractor to provide insurance, labor, equipment, and materials for site civil construction of a for new baseball fields includes but not limited to: a. Site Civil Contractor shall install silt fencing according to manufactures specifications; temporary 6-foot high chain link construction fencing with fence posts 10 feet on center with fence fabric tied with heavy duty steel wire in three location of the fence post two 24 foot wide construction gates 6-foot high with two 12 foot leafs at each entrance to secure the park site during construction; tree barricades according to the details provide on the drawings. This work must be accomplished prior to obtaining the site building permit by the Owner. The Site Civil Contractor shall be required to remove silt fencing, tree barricades and temporary construction fencing at the end construction of the project upon completion of sodding of the site by the landscape contractor. b. The Owner has applied and received the SWFWMD permit and is attached in the contract documents. This SWFWNID permit shall be maintained on site during the duration construction period of the project. c. Removal of existing trees; demolition of existing sidewalks, asphalt parking lots and asphalt driveways removal of existing fencing or any other items not to be reused by the Owner. The Site Civil Contractor shall call in for underground locate 48 hours prior to any site excavations. The Owner shall locate major underground utilities as shown on the existing conditions plan. The contractor shall soft dig to locate these utilities and not disrapt them during the demolition and construction of the project. Eactra care shall be talcen when removing e�usting 1ree roots not to pull up the exisring water lines or fiber optic cable from the water treatment plant to the property line. The Site Civil Contractor shall talce whatever measures necessary to prevent damages to existing underground utilities. Should the Site Civil Contractor encounter existing underground utilities not shown on the construction plans they shall notify the Owner to verify the existing utility before continuation of the excavation works. d. Site Civil Contractor shall be required to provide his own site survey layout of all site civil construction works as well as a third party geotechnical engineer to perform geotechnical testing, for site works to be performed per the contract specifications and copies of the reports shall be provide to the Owner/Engineer for their records. e. Construct all underground utili6es to within 5 feet of restroom/press box/ concession building, roof canopy line connections of all underground building utiliries to Site Civil Contractor's underground utilities shall be performed by the Building Contractor. The Building Contractor• shall be responsible for the grease trap and connection to the existing sanitary sewer line. The: sanitary sewer line is staked with a 2"x4" lumber at the end of the sewer line and extends 4 feet: above the e�cisting grade. This stake sha11 be disturbed. f. The Site Civil Contactor shall be required to construct the complete storm sewer systems as� shown on the drawings including all storms sewer structures, piping, retention ponds, grading; compaction, and installation of Bahia Sodding 5 feet from top of bank out away from the; retention pond. The Site Civil Contractor shall be required to install the under drain system in the: landscape planters near the proposed restroom/press box/concession building, storm seweT• piping for roofing gutter down spouts, and trench drain system around the baseball back stops. g. The Site Civil Contractor sha11 be required to install domestic water and fire sprinkler water ta the proposed building. The City of Clearwater's Public Utility Dept. will provide the tap into the: SectionIV.doc Page 1 of 128 5/15/2012: �� 4. Section IV — Technical Specifications existing water service provide the water meters and back#]ow prevention devise and the Site Civil Contractor shall be required to continue the water systems downstream of these devises. h. The Site civil contractor shall be required to clear and grub the site of all grass cover and store on site for composting at a convenient location determined by the Site Civil Contractor. This composted soil shall be utilized in mixing with clean topsoil for landscape areas including the baseball field gading construction. The Site Civil Contractor turn compost grass tailings as required to tum into clean compost for reuse for fine grading of the site. i. The Civil Engineer has determined the addition fill required for the site is appro�cimately 5400 cubic yazds of additional soil is required for the site after utili7ation of excavation of retention ponds. i. Structural fill beneath the proposed restroom/press box/concession building is approximately 525 cu. yds. ii. Structural fill beneath concrete flatwork approximately 1,200 cu. yds. iii. Baseball fields topsoil & compost approximately 4200 cu yds. Compost mix 70% top soi130% compost after mixing the pH of soil shall be 6.0 to 6.9 iv. Site contractor shall determine soil quantities and provide soil as required for the various areas. j. The Site Civil Contractor shall be required to grade the site according to the construction drawings in providing the retention ponds, final grades of the basebalY fields, asphalt parking areas and driveways, grass pazking areas concrete flatwork areas. k. The site contractor shall stabilized subgrade of the grass pazking azeas, asphalt parking lot and asphalt driveways; install and compact grass parking areas, concrete base course materials of asphalt pazking lot and driveways; final grading of for grass parking spaces sod installation, final grading and preparations for asphalt surfacing of parking spaces and driveways. l. The Site Civil Contractor shall be required to provide compacted sub-grade to 98% proctor for the concrete flatwork for Owner's concrete flatwork contractor within +/- one half inch of the sub-grade elevations. Concrete flatwork contractor shall excavate for concrete flush curbs and vertical concrete planter curbs of the grass parking stalls planting islands. m. The Owner lias stripped the clay and pulverized crushed shell waming track materials from the existing ball fields and has stored at the City's Nursery Facility for the Site Civil Contractor to collect and reconstruct the baseball fields. The Site Civil Contractor shall collect and deliver the clay and pulverized shell to as required to construct the baseball fields including the clay infields and warning track areas. The Nursery is located across Saturn Ave. from field 7. The scope of work is a lump sum contract; there will be no additional funds provided for missing quantities or additional costs to perform the Site Civil Contractor for the site civil construction works for this project as shown on the drawings and specifications. Other Owner Contractors will be performing the following work and is not included in the Site Civil Contractor's scope of work. a. Demolition of 5 existing buildings b. Removal of existing baseball backstops and fence fabric & reinstallation c. Removal of existing fencing of baseball fields, gates and reinstallation d. Removal of existing baseball dugouts and reinstallation e. Removal of existing baseball field sport lighting and reinstallation f. Root pruning of trees by the Owner g. Concrete flatwork h. Asphalt surfacing i. Building construction j. Site electrical k. Irrigation system l. Landscaping and sodding of baseball fields, and Bahia sod outside the15 foot from top of bank The Owner has elected to provide direct purchase orders for building materials to the Site Civil Contractor's material vendors in having state sales tax saving for this project. The Owner will SectionIV.doc Page 2 of 128 5/15/20I2 . i �_ i �� � ' ' � � � C� �� r C� � � II �i � u � � � � � � r , 5. ' 6. 7. ' � � 1. � , 8. ' � 9. 10. � , 11. ' ' � Section N — Technical Specifications provide purchase orders to the various material vendors for the Site Civil Contractor providing building materials and other miscellaneous materials to construct the site civil construction works for this project. The successful bidder shall, at the preconstruction meeting, provide his vendors providing the building materials for the project. The successful bidder shall be included in the material vendor's the bill of quantities and dollar amount which shall include all applicable state sales for materials required for this project. The Owner will develop purchase orders for the Site Civil Contractor's material vendors for the building materials less the state sales tax. This state sales tax will be placed in the contingency funds of the project. Any funds left over from the materials suppliers after completion of the project will be returned to the Site Civil Contractor. Should additional materials be required after the purchase order has been issued, increase to the purchase order can be made by the Owner; increases must be made while there are still funds available in the purchase order. There will be no reissuing of existing purchase orders by the Finance Department. Increases to the purchase order will be communicated by e-mail to the Site Civil by the Owner. The Site Civil Contractor of this project shall coordinate is work with other Owner's contractors performing other work on site. Conflicts shall be brought to the attention to the Owner and will resolve any conflieting issues. It is noted the Site Civil Contractor shall be required to coordinate with the Owner's Concrete Flatwork & Asphalt Contractor in coordination of the sub-grades for concrete flatwork and asphalt surfacing. The Owner's Site Contractor shall bring the proper compacted subgade of the building in order to provide notice to proceed to the Building Contractor within 30 days notice to proceed to the Site Civil Contraetor. The Building Contractor shall confirm with the Owner final subgrade provided by the Site Civil Contractor meet's the Building Contactor's satisfaction. The Site Civil Contractor shall note the Building Contractor shall dispose of soils from his excavation of the building footings and underground utilities outside his work areas in a neat and orderly manner and shall be coordinated with the Site Civil Contractor. Site Civil Contractor shall spread out soils excavated by the Building Contractor in other areas of the project site in meeting the proposed grades. The Owner shall be required to collect the building permit for the Site Civil Contractor's site work from the City of Clearwater's Building Department. The Site Civil Contractor will be required to collect and fill out the sub-contractor's card. The card will be submitted to the Building Dept. for a building permit for the site civil works and the Site Civil Contractor shall meet the qualifications of a licensed Site Civil Contractor. There is no fee for submitting this sub-contractor cazd to be added as a sub-contractor to the permit from the City of Clearwater Building Dept. The Owner has applied and obtained the building permit and shall provide the information to the successful bidder to be added on to the building permit at the pre-construction meeting. The Site Civil Contractor sha11 develop a list of materials and shop drawings submittals required for the project. These two lists from the Site Civil Contractor shall be provided to the Owner/Engineer at the pre-construction meeting. All material submittals and shop drawings on the two lists shall be submitted to the Enginer for his review within 45 days from Notice to Proceed date. All material and shop drawings submittals submitted to the Engineer and maybe fled electronically. The Owner shall require ttuee (3) hard copies and tluee (3) compact disk (of electronic files) of the each shop drawing, material submittal and shall be maintained by the contractor in sepazate file boxes by specification sections in fle folders clearly marked item contained in the file folder. These documents shall be turn over to the owner at the completion of the project as part of the close out material documents. Excel or word file shall contain list of sub-contractors and material suppliers. This list shall be provided to the Owner/Engineer at the pre-conshvction meeting. These documents shall be updated tum over to the owner at the completion of the project as part of the close out material documents. The hard copies shall be included as part of the close out documents as well as electronic files on the three (3kompact disk a list of sub-contractors, material vendors and clearly identify as to discipline of work with contact information such as contact person, addresses, telephone/celUfax numbers, and e-mail addresses in a excel or word format. SectionN.doc Page 3 of 128 5/15/2012 Section N — Technical Specifications 12. The successful bidder shall be required to provide a detailed construction schedule outlining all work and minor and major milestones for the project and shown long lead items of materials delivery. This schedule shall be updated at each progress meeting. This schedule shall be provided at the pre- construction meeting. 13. Successful bidder shall provide at the pre-constiuction meeting company's hurricane plan; safety plan and emergency contact information. 14. All discrepancies between the construction plans and the technical specifications shall be brought to the attention of the Engineer/Owner for clarification in writing prior to the Site Civil Contractor in submitting his bidder's proposal for this project. After award of the contract any discrepancies brought to the attention to the Owner/Architect the most stringent of the discrepancy shall be utilized in the implementation of this project and no additional compensation will be provided by the Owner. 15. The Site Civil Contractor shall construct the project as shown according to the contract drawings and specifcations. No deviations will be allowed from the Building Permitted construction drawings and specifications without prior approval by the Owner/Engineer. The Site Civil Contractor is responsible for any deviations from the drawings even approved deviations as requested by the Site Civil Contractor and approved by the OwnerlEngineer. Any ramifications because of the deviations from the approved Building DepartmenYs building permitted drawings requested by the Site Civil Contractor it shall be his responsibility and no additional funds will be provided by the Owner because of unforeseen items at time of approval by the Owner/Engineer for the deviations from the approved building permitted drawings. It shall be the responsibility of the Site Civil Contractor to make all submittals building permit amendments to the Building Dept. to obtain final certifcation of complerion to close out the project and building permit. 16. The Contractor shall provide one project signs as described in SECTION III, ARTICLE 23 of the Contract Documents. Site location of the project signs will be determined at the pre-construction meeting and shall be installed by the Contractor one week upon notice to proceed. The Contractor shall provide hard copy of the project sign to the Owner for approval at the pre-construction meeting for approval by the Owner. Project sign shall be provided at no additional cost to the Owner. 17. PAYMENT WILL BE PEFORMED AS FOLLOWS FOR THE PROJECT: a. At the preconstruction conference the Contractor shall provide a schedule of value for the work, this schedule of value shall be used to establish periodic payment for the work completed by the Contractor. b. The Contractor shall invoice for the work completed on the 25�' of each month. c. The Contractor shall provide a preliminary draft of his payment request to the Owner/Architect a week prior to the actual due date of invoice for review. d. The invoice shall be on AIA form showing invoice number, the total value of the contract (base value of the contract less contingency) amount of payment request. e. No payment will be made for more than work completed by Contractor. f. The Owner/Engineer will determine of amount completed based on the schedule of value and the physical work completed on site. g. Detail particulars of invoicing shall be worked out on the submission of the first invoice, and remaining invoices will follow the same format. h. There will be a ten percent (10%) retainage of the contract value at each pay request and shall be reflected on each pay application. This retainage shall be paid on fmal close out of the project and confirmation that the building permit has been closed out and all work is completed including closeout documents to the Owner/Engineer's satisfaction. i. Payment of invoice is twenty (20) days from the Owner receiving the invoice for payment request. j. Payment will he mailed by the United States Postal Service and no payment will be hand delivered to the Contractor by the Owner. 18. Red lined `As-built' drawings shall be maintained on site and on a clean set of construcrion plans and changes notated in red ink to the plans and shall be check on a weekly basis by the SectionIV.doc Page 4 of 128 5/15/2012 � �I � � C� ' ' � � � � �� ' � � ' r , � � u ' � CJ ' �J � , � � ' ' � � � Section N — Technical Specifications Owner/Engineer and prior to each pay request. Red line plans shall be available at progress meetings. These red lined `As-Built' drawings shall be turned over to the ovmer at the end of the project for his files. The hard copy of the As-Built drawing shall be copied on to a CD and three (3) CD's including the hardcopy turned over to the Owner as part of the close out documents. Certified As-built drawings of the site civil works shall be performed by a licensed land survey collecting the as built survey of the work completed by the Site Civil Contractor and shall be copied on to three (3) CD and provided the Engineer and the Owner to close out he SWFWMD permit. 19. Periodic daily inspections will be made by the Owner of the work and the Site Civil Contractor shall have a responsible supervisor on site at all times during the daily activities so the Owner can confer with them about the project's progress. This person shall be responsible for the implementation of� daily activities and have complete knowledge of the project scope of work. At a minimum, a progress meeting will be held every two weeks between the Site Civil Contractor's project manager and the Owner/Architect to determine the past two weeks of work completed and progress for the upcoming next two week work schedule. This progress meeting will be prearranged for a day and time at the preconstruction meeting. A typed, written bullet notes sheet shall be provided to the Owner from the Site Civil Contractor showing work completed over the past two weeks and work scheduled for the next two weeks at each of these meetings. Exchange of payment request applications shall be performed at this progress meeting. 20. Near the completion of the project, a walk though of the project shall be scheduled and conducted between the Site Civil Contractor and Owner/Architect to develop a punch list of outstanding items which must be completed to close out the project. A written punch list will be provided by the Owner/Engineer. The Site Civil Contractor must complete the punch list within 15 calendar days of' the Site Civil Contractor receiving the list from the Owner/Engineer. 21. Final walk though shall be conducted between the Site Civil Contractor and the Owner/Architect. If� the punch list is completed, the Site Civil Contractor shall provide invoice for final payment of any outstanding items due to the Site Civil Contractor and the ten percent (10%0) retainage to the Owner/Engineer for paynnent. 22. SCHEDULE T'he City will utilize the following preliminary timetable with the goal of selection. This schedule may be changed solely at the C�ty's discretion. �e�naesclay, (�ctober l�� �012 — Bid Advertisement — Prospective Bidder may Obtain Bid Package — Mandatory Pre-bid Conference — Frank Conyers Park Conf. Rm. 714 N. Saturn Ave., Clearwater, FL .. x.rsr ' �nday,�No��7mber,U2; �01�,12 OQ �1�Tao��EST — Last day for questions by the prospectrve bidders and answers. Answers to all questions received will be posted on the City's website on this date. Th �s�lay,,.i,.30 ,�VI;E��; �fio�vember�� 2t11Z — Bid Dve Date and Bid Openings, 3rd Floor, Purchasing Uffice. Municipal Services Building,100 South Myrtle Ave., Clearwater, FL 33756. ��8� D�TERMII!�ED = Notice Award Contract to Vendor , ,..., T.,O"�BF� E�'ERMINEIJ Pre-Construction Meeting between Owner & Vendor — Parks & Recreation Department, Conference Room, Municipal Service Building (MSB) 100 South Myrtle Ave., Room I20, Clearwater, Florida. 33756 TO BE �ETE�1l�1INED. — Notice to Proceed CONTRACT PERIOD: 180 CONSECUTIVE CALENDAR DAYS , ' SectionN.doc r Page 5 of 128 5/15/2012', Section IV — Technical Specifications 1.2 SCOPE OF WORK CHECKLIST Project: SID LICKTON PARK - S1TE CIVIL CONSTRUCTION WORKS PROJECT NO. 12-0024-PR-A The following Articles of the Technical Specifications wili apply to this contract if marked "0"as shown below: 1 Q Sco e Of Work 2.1 0 Line and Grade Shall Be Performed B The Contractor 2.2 Line and Grade Shall Be Performed B The Cit 3 0 Definition Of Terms 4 0 Order And Location Of The Work 5 0 Excavation For Under ound Work 6 0 Concrete 7 0 Excavation And Forms For Concrete Work 8 0 Reinforcement 9 0 Obstructions 10 � Restoration Or Re lacement Of Drivewa s, Curbs, Sidewalks And Street Pavement 11 Work In Easements Or Parkwa s 12 @( Dewaterin 13 � Sani Manholes 14 [�J Backfill 15 ❑ Street Crossin s, Etc. 16 � Raisin Or Lowerin Of Sanitary Sewer, Storm Draina e Structures 17 L�1 Unsuitable Material Removal 18 0 Underdrains 19 � Storm Sewers 20 0 Sani Sewers And Force Mains 21 C✓1 Draina e 22 � Roadwa Base And Sub ade 23 ❑ As haltic Concrete Materials 24 ❑ Ad'ustment To The Unit Bid Price For As halt 25 ❑ General Plantin S ecifications 26 ❑ Hd e Deformed - Reformed Pi e Linin 27 ❑ Plant Mix Drivewa s 28 ❑ Re ortin Of Tonna e Of Rec cled Materials 29 Conerete Curbs 30 0 Concrete Sidewalks And Drivewa s 31 0 Soddin 32 Seedin 33 � Storm Manholes, Inlets, Catch Basins Or Other Storm Structures 34 0 Material Used 35 � Conflict Between Plans And S ecifications SectionIV.doc Page 6 of 128 5/15/2012 i , � � ' � ' ' , ' ' , � 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 � 2.1 Section N — Technical Specifications �J Street Si s C� AudiolVideo Recordin Of Work Areas � Erosion And Siltation Control Utili Tie In Location Markin 0 Award Of Contract, Work Schedule And Guarantee C� Potable Water Mains, Reclaimed Water Mains and A Gas S stem S ecifications ❑ Tennis Courts ❑ Work Zone Tr�c Control ❑ Cured-In-Place Pi e Linin ❑ S ecifications for Pol eth lene Sli linin n Snecifications for Polyvinyl Chloride Ribbed Pipe U Gunite S ecifications Sani and Storm Manhole Liner Restoration C�1 Pro'ect Information Si s ❑ In-Line Skatin Surfacin S stem Resident Notification of Start of Construction Gabions and Mattresses ❑ Lawn Maintenance S ecifications � _ ..... .. .. and Treatment Plant Safety Traffic Signal Equipment and Materials Signin� And Markine C�1 Tree Protection ❑ Pro'ect Web Pa es n Overhead Electric Line Clearance fIELD ENGINEERING LtNE 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 controlling lines and levels required for the construction of the: � work. Also included are such Engineering services as are specified or required to execute the; Contractor's construction methods. Engineers and Surveyors shall be licensed professionals, under the laws of the state of Florida. The Contractor shall provide three (3) complete sets of As-• , built Survey to the Engineer prior to final payment being made as outlined in Section IIl (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 project are those designated on the; Drawings or provided by the City. Control points (for alignment only) shall be established by the: SectionlV.doc Page 7 of 128 snsi2oiz Section N — Technical Specifications Engineer. The Contractor shall locate and protect control points prior to starting site work and shall preserve a11 permanent reference points during construction. In working near any permanent properiy corners or reference markers, the Contractor shall use caze not to remove or disturb any such markets. In the event that markers must be removed or are disturbed due to the proximity of construction work, the Contractor 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 work at the location and to the lines and grades shown on the Drawings. Survey notes indicating the information and measzarements used in establishing locations and grades shall be kept in notebooks and furnished to the Engineer with the record drawings for the project. 2.2 LINE AND GRADE SHALL BE PERFORMED BY THE CITY At the completion of all work the contractor shall be responsible to have fiunished to the project inspector a replacement of the wooden lath a�d stakes used in the conshuction 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 of $100.00 per hour. Time shall be computed for actual time on the project. All time shall be computed in one-hour increments. Minimum charge is $100.00. The City will generate the project Record construction drawings. 3 DEFINITION OF TERMS For the purpose of these Technical Specifications, the defuution of terms from SECTION III, ARTICLE 1- DEFINITIONS of these Contract Documents shall apply. For the pu.rpose of the Estimated Quantities, the Contractor's attention is called to the fact that the estimate of quantities as shown on the Proposal Sheet is approximate and is given only as a basis of calculation upon which the award of the contract is to be made. 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 of the chazacter or location of the work or of other conditions or siivations pertaining thereto. 3.1 REFERENCE STANDARDS 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. 3.2 ABBREVIATIONS AND SYMBOLS Abbreviations used in the Contract Documents are defined as follows: AA Aluminum Association, Inc. AAMA Architectural Aluminum Manufacturers' Association AASHTO American Association of State Highway and Transportation Oflicials ACI SectionN.doc American Concrete Institute Page 8 of 128 � � � � , u ' � , u ' � � � � ' , 5/15l2012 , , r1 � ,� � ' ' ' ' ' I II � ' ' � I , ' , , , ' SectionN.doc ' Section N — Technical Specifications AISI American Tron and Steel Institute AMA Acoustical Materials Association AMCA Air Moving and Conditioning Association, Inc. ANSI American National Standards Institute APA American Plywood Association ASAE American Society of Agricultural Engineers ASCE American Society of Civil Engineers ASHRAE American Society of Heating Refrigerating and Air Conditioning ASME American Society of Mechanical Engineers ASSE American Society of 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 Works Association CFR Code of Federal Regulations CISPI Cast Iron Soil Pipe Institute CRSI Concrete Reinforcing Steel Institute CS Commercial Standards and National Bwreau of Standards DEP Department of Environmental Protection (Florida) DOT Department of Transportation (Florida) EPA Environmental Protection Agency FAC Florida Administrative Code FBC Florida Building Code FFPC Florida Fire Prevention Code FGC Florida Gas Code FMC Florida Mechanical Code FPC Florida Plumbing Code FedSpec Federal Specifications 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 Association of Architectural Meta1 Manufacturers NBFU National Board of Fire Underwriters NEC Nationa.l Electrical Code NEMA National Electrical Manufacturers Association NFPA National Fire Protection Association NPT National Pipe Thread NWMA National Woodwork Manufacturers' Association PCA Portland Cement Association PCI Prestressed Concrete Institute SBC Standard Building Code (SBCCn SBCCI Southem Building Code Congress International, Inc. SDI Steel Door Institute SFPC Standard Fire Prevention Code (SBCCI) Page 9 of 128 snsi2o�z Section N — Technical Specifications SGC Standard Gas Code (SBCCI) SJI Steel Joist Institute SMACCNA Sheet Metal and Air Conditioning Contractors' National Association SMC Standard Mechanical Code (SBCCn SPC Standazd Plumbing Code (SBCCI} SPIB Southern Pine Inspection Bureau SSPC Steel Structures Painting Council TCA Title Council of America UL Underwriters' Laboratories 4 ORDER AND LOCATION OF THE W�RK This article deleted. See SECTION III, ARTICLE 18 — ORDER AND LOCATION OF THE WORK. 5 EXCAVATION FOR UNDERGROUND WORK The contractor is responsible to take a11 necessary steps to conduct all excavation in a manner which provides for the successful completion of 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 methods of work will be consistent with the standard practices and requirements of all appropriate Safety Regulatory Agencies, particulazly the Occupational Safety and Health Administration (OSHA) requirements for excavation. Unless otherwise specifically stated in these plans and specifications, 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 to consider all excavation to be done in the performance of this contxact to be in soil classified as OSHA "Type C". The Contractor's attention is called to specific requirements of OSHA for excavation shoring, employee entry, location of excavated material adjacent to excavation, the removal of water from the excavation, surface encuxnbrances and in particular the requirement of a"Competent Person" to control safety operations. The Contractor will identify his Competent Person to City staff at the start of construction. City staff are required from time to time to perform inspections, tests, survey location work, or other similar activity in an excavation prepared by the 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 into the Contractor's excavation if, in the opinion of the City's staff, the entry into the Contractor's excavation is unsafe or does not conform OSHA requirements. If this circumstance occurs, the contractor must either provide the necessary safety requirements or 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 contract to not contain sufficient quantities to allow the contractor to perform excavation work using strictly the "open cut" method whereby no shoring systems are used and trench side slopes are cut to conform to OSHA safety requirements without a shoring system. In addition to sa%ty reasons, the Contractor is required to use excavation and trench-shoring rnethods in compliance with all safety requirements which allow the Contractor to control the amount of restoration work necessary to complete the project. SectionIV.doc Page 1�of 128 5/IS/2�12 , � ' � ' n , !� � ' � � ' � ' , � L' � ' � , ' � , ' ' ' � ' � ' ' r ' ' � ' , ' ' Section N—Technical Specifications Not more than one hundred (100) feet of trench shall be opened at one time in advance of the completed work 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 horizontal width of the pipe or conduit, including hubs, intended to be laid in them. The bottom of the trench under each pipe joint shall be slightly hollowed, to allow 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, or directed by the Engineer, the filling and compaction to grade shall be done in such manner as the Engineer shall direct, without compensation. 6 CONCRETE Unless otherwise directed, all concrete work shall be performed in accordance with the latest editions of the Design and Control of Concrete Mixtures by the Portland Cement Association, the American Concrete Institute, and FDOT's Standard Specifications. All appropriate testing shall be performed according to the American Society of Testing Materials. Unless otherwise specified, a11 concrete shall have fiber mesh reinforcing and have a minimum compressive strength of 3000 p.s.i. at 28 days. The cement type shall be Type I and shall conform to AASHTO M-85. The aggregate shall conform to ASTM C-33. All ready mix concrete shall conform to ASTM C-94. The sltunp for all concrete shall be in the range of 3" to 5", except when admixtures or special placement considerations are required. The Contractor sha11 notify the Project Inspector a mizumum of 24 hours in advance of all concrete placement. All concrete shall be tested in the following manner: Placement of less than 5 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 provide further tests, as determined by the Engineer, to determine product acceptability, or need for removal, and compensation or denial thereof. 7 7.1 EXCAVATION AND FORMS FOR CONCRETE WORK EXCAVATION Excavating for concrete work shall be made to the required depth of the subgrade or base upon which the concrete is to be placed. The base or subgrade shall be thoroughly compacted to a point 6" outside said concrete work before the forms are placed. Concrete shall be poured "in the �'°• 7.2 FORMS Forms for concrete work shall be either wood or metal (except curbs, metal only, unless by written permission from Engineer). They shall be free from warps or bends, shall have a depth equal to the dimensions required for the depth of the concrete deposited against them and shall be of sufficient strength when staked to resist the pressure of concrete without moving or springing. SectionIV.doc Page l I of 128 5l15/2012 Section N — Technical Specifications 8 REINFORCEMENT When required, reinforcement shall be placed in the concrete work. Bar reinforcement sha11 be deformed: 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 requirements of AASHTO M55 (ASTM A185). Welded deformed steel wire fabric for Concrete reinforcement shall meet the requirements of AASHTO M 221 (ASTM A497). Epoxy coated reinforcing Steel Bars shall meet ASTM 775/A77 M-86 requirements. 8.1 BASIS OF PAYMENT Reinforcement shall not be paid for separately. T'he 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 protected from injury or displacement. Any damage thereto shall be fully, promptly, and properly repaired by the Contractor to the satisfaction of the Engineer and the owner thereof. Should it become 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 damages arising from the delay in adjusting the pipe, sewer drains or poles shall be made. Failure of the plans to show the location, nature or extent of any existing sfiructures or obstructions shall not be the basis of a claim for extra work. Any survey monuznent 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 to the nearest expansion joint or by saw cut. Contractor shall consult Inspector for the 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 minimum 8" compacted thickness, or same thickness as base destroyed plus 2", if over 6", and compacted to 98% of maximum density per AASHTO T 180. Unless called for in the proposal as separate bid items, cost of the above work including labor, materials and equipment required shall be included in the bid price per lineal foot of main or square yard of base. The bid price for street pavement, restoration or replacement when called for in the proposals, shall include all materials, labor and equipment required to complete the work, and shall be paid for on a square yard basis. When replacement is over a trench for utilities, the area of replacement shall be limited to twice the depth of the cut plus twice the inside diameter of the pipe. All over this will be at the Contractor's expense. SectionN.doc Page 12 of t28 5/IS/2012 , � ' � ' , �� � '�� '_ _� , , , � , � , � , , ' , � ' �' , , Section N — Technical Specifications The bid price for restoration or placement of driveways, 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 following units: Driveways, plant mix - per square yard: concrete - per square foot; curbs - per lineal foot; sidewalk 4" or 6" thick - per square foot. Concrete walks at drives shall be a minimum of 6" thick and be reinforced with 6/6 X 10/10 welded wire mesh (also see Articles 8 and 30}. The Contractor shall notify the Project Inspector a minimum of 24 hours in advance of all driveway, curb, sidewalk and street restoration and replacement work. 11 WORK IN EASEMENTS OR PARKWAYS Restoration is an important phase of construction, particulazly to residents affected by the conshuction progress. The Contractor will be expected to complete restoration Activities within a reasonable time 1 following primary construction activity. Failure by the Contractor to accomplish restoration within a reasonable time shall be justification for a temporary stop on primary construction activity or a delay in approval of partial payment requests. , Reasonable care shall be taken for existing shrubbery. Contractor shall replace all shrubbery removed or disturbed during construction. No separate payment shall be made for this work. , The contractor shall make provision and be responsible for the supply of all water, if needed, on any and all phases of the contract work. The contractor shall not obtain water from local residents or businesses except as the contractor shall obtain written permission. , Reuse water is available for the Contractor's use without chazge 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 conference. The Contractor's use of reuse water must conform to all regulatory requirements. r-, 'J , � �I � ' � , LJ � 12 DEWATERING 12.1 GENERAL Unless specifically 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 work, using one 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 of the excavation and maintain it continuously 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 maintaining a high vacuum, and at the same time, of handling large volumes of air as well as of water. The Contractor shall be responsible for disposing of all water resulting from trench dewatering operations, and shall dispose of the water without damage or undue inconvenience to the work, the surrounding area, or the general public. He shall not dam, divert, or cause water to flow in excess in existing gutters, pavements or other structures: and to do this he may be required to conduct the water to a suitable place of discharge may be determined by the Engineer. SectionN.doc Page 13 of l28 5/15/2012 Section N — Technical Specifications The cost of dewatering sha.11 be included in the unit price bid per lineal foot of pipe, or, in the case of other underground structures, in the cost of such structures. 12.2 PERMIT REQUIREMENTS 12.2.1 DEWATERING CONTROL The City of Clearwater will hold the Contractor responsible for obtaining a Generic Permit for the Discharge of Produced Groundwater from Any Non-Contaminated Site Activity prior to dewatering or discharging 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 incorporated into this section for reference... 12.2.2 GENERIC PERMIT FOR THE DISCHARGE OF PRODUCED GROUND WATER FROM ANY NON-CONTAMINATED SITE ACTI�/ITY City Notification Procedure - Contractor must provide the City of Clearwater Environmental Department with the following information prior to beginning dewatering activities: 1} A copy of all groundwater laboratory results 2) A copy 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 for direction or further assistance. STATE OF FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTIDN 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 State, as defined in Chapter 62- 620, F.A.C., only if the reported values for the parameters listed in Table 1 do not exceed any of the listed screening values. Before discharge 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 reporting requirements for a11 produced ground water dischargers. The effluent shall be sampled before the commencement of discharge, again within thirry (30} days after commencement of discharge, and then once every six (6) months for the life of the project to maintain continued coverage under this generic permit. Samples taken in compliance with the provisions of this permit shall be taken prior to actual discharge or mixing with the receiving waters. The e$luent shall be sampled for the parameters listed in Table 1. SectionIV.doc TABLE 1 Page 14 of 128 Screening Values for Discharges into: � , 5/15/2012 r ' , J � L�, ' ' ' � ' � ' [_ J � � �� � �] Section IV — Technical Specifications Parameter Fresh Waters Coastal Waters Tota1 Organic Carbon (TOC) 10.0 mg/1 10.0 mg/1 PH, standard units 6.0-8.5 6.5-8.5 Tota1 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 Total Recoverable Copper 2.9 µg/1 2.9 µg/1 Total Recoverable 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 Cit�ofClearwater. (a) For initial TOC values that exceed the screening values listed in Table 1, which may be caused by naturally occurring, high molecular weight organic compounds, the permittee may request to be exempted from the TOC requirement. To request this exemption, the permittee shall submit additional information with a Notice of Intent (NOI), described below, which describes the method used to determine that these compounds are naturally occurring. The Deparhnent shall grant the exemption if the permittee ai�rmatively 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 off'ice thirry (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 address of the facility, including county location; 3. any applicable individual wastewater permit number(s); 4. a map showing the facility and discharge location (including latitude and longitude); 5. the name of the receiving water; and 6. the additional information required by paragraph (3)(a) of this permit. ' (c) Discharge shall not commence until notification of coverage is received from the Department. ' SectionIV.doc Page 15 of 128 5/15/2012 ' Section IV — Technical Specifications 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 for coastal waters, or raised above 8.5 units, unless the permittee submits natural background data confirming a natural background pH outside of this range. If natural background of the receiving water is determined to be less than 6.0 units for fresh waters, or less than 6.5 units in coastal waters, the pH shall not vary below natural background or vary more than one (1) unit above natural background for fresh and coastal waters. If natuxal background of the receiving water is determined to be higher than 8.5 units, the pH shall not vary above natural background or vary more than one (1) unit below natural background of fresh and coastal waters. The permittee shall include the natural background pH of 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 concentration of less than 1500 mg/1, and coastal waters are those having a chloride concentration equal to or greater than 1500 mg/1. In accordance with Rule 62-302.500(1)(a-c), F.A.C., the discharge sha11 at all times be free from floating solids, visible foam, turbidity, or visible oil in such amounts as to form nuisances on surface waters. If contamination exists, as indicated by the results of the analytical tests required by paragraph (2), the dischazge cannot be covered by this Generic Permit. The facility sha11 apply for an individual wastewater permit at least ninety (90) days prior to the date discharge to surface waters of 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 ei�ective permit. If the analytical tests required by paragraph (2) reveal that no contamination exists from any source, the facility can begin discharge immediately and is covered by this pernut without having to submit an NOI request for coverage to the Department. A short summary of the proposed activity and copy of the analytical tests shall be sent to the applicable Department district office within one (1) week after discharge begins. These analytical tests shall be kept on site during discharge and made available to the Department if requested. Additionally, no Discharge Monitoring Report forms are required to be submitted to the Department. All of the general conditions listed in Rule 62-621.250, F.A.C., are applicable to this Generic Permit. There are no annual fees associated with the use of this Generic Permit. 13 SANITARY MANHOLES 13.1 BUILT UP TYPE Manholes shall be constructed of brick with cast iron frames and covers as shown on the drawings. Invert channels shall be constructed smooth and semicircular in shape conforming to inside of adjacent sewer section. Changes in direction of flow 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 formed by one of the following methods: form directly into concrete manhole base, build up with brick and mortar, lay half tile in concrete, or lay full section of sewer pipe through manhole and break out top half of pipe. The manhole floor outside of channels shall be made smooth and sloped toward channels. Free drop in manholes from inlet pipe invert to top of floor outside the channels shall not exceed twenty four inches. Standard Drop Manholes shall be constructed wherever free drop exceeds twenty four inches. SectionIV.doc Page 16 of 128 5/l5/2012 ' ' ' � ' � I J ' � � ' u ' ' � � -, , J ' ' ' ' ' � � ' ' ' ' � Section IV — Technical Specifications Manhole steps shall not be provided. Joints shall be completely filled and the mortar shall be smoothed from inside of manholes. The entire exterior 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 course 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 5 inches. The precast sections sha11 conform to ASTM C 4781atest revision. Section joints shall be a tongue and groove with "ram neck" gasket or "O" ring to provide a watertight joint. Minimum concrete strength shall be 4000 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 of responsibility for compliance to these specifications unless letter from contractor requesting specific variance is approved by the City Engineer. Location inventory submitted with shop drawing shall detail parts of manhole per manhole as � numbered on the construction plans. All manhole parts shall be numbered or lettered before being sent to the job site to permit proper construction 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 Index #302 Sheets 1 and 2 of 2. Manhole sections shall be rejected if abused during shipping or placement and if pipe openings are not properly aligned. The "break in" to precast manholes for pipe entry will not be allowed. The manhole base sha11 be set on a pad of A 1 or A 2 Classification soil approximately five (5} inches thick to secure proper seating and bearing. 13.2.1 MANHOLE ADJUSTMENT RINGS (GRADE RINGS) Between 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 drop inlets to manholes shall be constructed 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 iinished grade as directed. Refer to Detai1301. SectionIV.doc Page 17 of 128 5/l5/2�i2 Section IV —Technical Specifications 13.5 MANH�LE COATINGS The exterior and interior of all built up manholes shall be coated with two (2) coats of Type II Asphalt emulsion, moisture and damp proof (Specification ASTM D 1227 Type II Class I) as 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 U2-inch of grout and coated as precast manholes below. The exterior of all precast manholes shall have a 15 mil dry thickness of PROCO EP214-351 Sewper Coating or approved equal. The interior shall be AGRU SUREGRIP HDPE or PP-R Liner with a minimum thickness of 2 mm. 13.6 CONNECTIONS TO MANHOLES Connections to existing sanitary manholes using approved PVC sewer main shall be made with a manhole adapter coupling by Flo Control, Inc., or approved water stop coupling. 14 BACKFILL Material for backfill 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 from organic matter or debris, contain no rocks or other hard fragments greater than 3" in the largest dimension and all fill shall be similar material. Backfill placed around pipes shall be carefully placed around the sides and top of pipe by hand shovels and thoroughly compacted to 12" above the pipe by tamping or other suitable means. Backfill under all types of paving shall be compacted in layers not to exceed 12" in thickness unless alternate method is approved by the Engineer. Backf'ill shall be a minimum of 98% compaction as determined by the modified Proctor Density Test to the bottom of pavement. Backfill outside of pavement areas shall be compacted the full depth to the ground surface to a minimum of 95% compaction of AASHTO T 180 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 the cost of such structure. 15 STREET CROSSINGS, ETC. At such crossings, and other points as may be directed by the Engineer, the trenches 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 necessary access to public or private premises. The material used, and the mode of constructing said bridges, and the approaches, thereto, must be satisfactory to the Engineer. The cost of 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 Stn.ictures shall be raised or lowered as indicated on the plans or as indicated by the Engineer. SectionIV.doc Page 18 of 128 5/15/2012 ' � , , � ' � � � ' � ' ' � ' ' �� I! J ' � , Section N — Technical Specifications ' 16.1 BASIS OF PAYMENT � Payment, unless covered by a bid item, shall be included in the cost of the work. 17 UNSUITABLE MATERIAL REM�VAL � All unsuitable material, such as muck, clay, rock, etc., shall be excavated and removed from the site. All material removed is property of the Contractor, who shall dispose of said material off- site at his expense. The limits of the excavation shall be determmed in the field by the Engineer. � 17.1 BASfS 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 of Work and Contract Proposal. � � �� � � � , �i �I �I � i ' � � 17.2 BAStS OF PAYMENT The unit price for the removal of unsuitable material sha11 include: all materials, equipment, tools, labor, disposal, hauling, excavating, dredging, placing, compaction, dressing surface and incidentals necessary 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 Contractor sha11 construct sub-surface drainage pipe as directed in the Contract Scope of Work and detail drawings contained in the Project construction plans. In general, underdrain pipe 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 filter 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-758 "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 948-4.5 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 Specifications D1784, minimum cell classification of 12454B or 12454C, manufactured per ASTM F949-93a, minimum pipe stiffness of 50 psi, with no evidence of� splitting, cracking or breaking when pipe is tested in accordance with ASTM D2412 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 poly-chloride pipe which has become deteriorated due to exposure to ultra violet radiation 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 polyester filter fabric "sock" (Miraf'i 140-N or approved equal) per the construction detail drawings. SectionN.doc Page I9 of 128 5/15/2012 Section IV — Technical Specifications 18.1 BASIS OF MEASUREMENT Measurement shall be the number of lineal feet of 8" Sub-drain in place and accepted. 18.2 BASIS OF PAYMENT Payment shall be based upon the unit price per lineal foot for underdrain as measured above, which sha11 be full compensation for a11 work described in this section of the specifications and shall include all materials, equipment, and labor necessary to 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 comply with Section 941 of the current FDOT Specifications. All reinforced concrete pipe joints shall be wrapped with Mirafi 140N filter fabric or equivalent (as approved by the City Engineer). The cost for all pipe joint 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 difficulty is fouzid in the fitting the pieces together, this fitting is to be done on the surface of the street before laying the pipe, and the tops plainly marked in the order in which they are to be laid. No pipe is to be trimmed or chipped to fit. Each piece of pipe is to 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 clear throughout. 19.1 AS BUILT INFORMATION The Contractor sha11 submit to the Engineer the stations and left or right offsets of all manholes, inlet structures and terminals ends of subdrains, as measured from the neazest 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 discretion of the City Engineer or his designee, the watertightness of a sewer which has a crown lying below groundwater level may be tested by measuring the infiltration. The watertightness of sewers having crowns lying above groundwater level may be tested by filling the pipe with water so as to produce a hydrostatic 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 gallon per inch of diameter per mile per day. The Contractor shall furnish all labor, materials and equipment to test the amount of infiltration or e�ltration under the Engineer's direction. Where the infiltration or exfiltration is excessive the Contractor at his own expense shall take the necessary steps to 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. SectionN.doc Page 20 of 128 5/IS/2012 C � � � � �J � � � � � ' � � � LJ , � � � � Section N — Technical Specifications The above tests shall be performed at the discretion of the Engineer on any or all sections of the line. 19.3 BASIS OF PAYMENT Payment shall be the unit price per lineal foot for storm sewer pipe in place and accepted, � measured along the centerline of the storm sewer pipe to the inside face of exterior walls of 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 GRAVITY SEWER PIPE SHALL BE POLYVINYL CHLORIDE OR DUCTILE IRON. Polyvinyl chloride pipe and fittings shall conform with ASTM specification D 3034 for S.D.R. 35. Sewer pipe with more than 10 feet of cover shall be SDR 26. The pipe shall be plainly mazked with the above ASTM designation. The bell end of joints and fittings sha11 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 maximum of 20-feet. Unless otherwise noted in these specifications or construction plans, Ductile Iron pipe and fittings for gravity sewer shall conform to Section 41 of these Technical Specifications for DIP water main except pipe shall be interior "polylined" in accordance with manufacturer's recommendations. Where sanitary sewer main is to be placed between building lots in a sideline easement, the sewer main shall, insofaz 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 18 polyvinyl chloride water main pipe as described in Technical Section 41. A two-way cleanout shall be installed on each lateral at the property line. 20.'1.2 FORCE MAIN PIPE FORCE MAIN PIPE SHALL BE POLYVINYL CHLORIDE OR DUCTILE IRON. Unless otherwise noted 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 for water main pipe except that DIP shall be "polylined" in accordance with manufactures recommendations. All polyvinyl chloride 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 LJNI B 5. SectionIV.doc Page Z1 of 128 5/l5/2012 Section N — Technical Specifications The bottom 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 working space to place and compact the haunching material. The use of trench boxes and movable sheeting shall be performed in such a manner that removal, backfill and compaction will not disturb compacted haunching material or pipe alignment. Dewatering of the trench bottom shall be accomplished using adequate means to a11ow preparation of bedding, placement of the haunching material and pipe in the trench without standing water. Dewatering shall continue until sufficient backfill is placed above the pipe to prevent flotation 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. aggregate) 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 on the plans do not necessarily reflect required to locate all existing laterals for reconnection and inspector the location of all new laterals. 20.2.2 FORCE MAIN PIPE exact locations. The contractor is to coordinate with the construction Installation of 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 submit to the Engineer a marked set of "As Built" construction drawings describing both the stations and left or right offset of all lateral terminal ends as measured 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 manhole cover rings and inverts of all main pipes in manholes. 20.4 TESTING 20.4.1 TESTING OF GRAVITY SEWERS The Contractor shall take all precautions to secure a perfectly water tight sewer under all conditions. The water tightness of a sewer which has a crown lying below groundwater level may be tested by measuring infiltration. The water tighmess of sewers having crowns lying above groundwater level may be tested by filling the pipe with water so as to produce a hydrostatic head of two feet or more 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 exfiltration. In no case shall the infiltration or exfiltration exceed 50 gallon per inch of diameter per mile per day. The Contractor shall furnish all labor, materials 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 remedy such conditions by uncovering the sewer, remaking the joints or by replacing the entire length of sewer as required by the Engineer. No such repaired joints may be backfilled until after they have been tested and found to be acceptable. Caze shall be taken to avoid flotation. The SectionIV.doc Page 22 of 128 5/IS/2012 , �� � � � � �! 1 � � � � � � � � � � �� Section N — Technical Specifications Contractor shall TV inspect all mains to verify the true and uniform grade and the absence of bellies or dropped joints prior to acceptance. Any infiltration, dips or sags of more than 1/4- inches shall be cause for rejection. 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 of 150 P.S.I. for two (2) hours, as described in Section 41.04 of these Technical Specifications for the testing of 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 price per lineal foot per � appropriate range of depth of cut as contained in the contract proposal. Measurement for payment shall be along the centerline of the sewer main from center to center of manholes. � Payment for laterals shall be the unit price per lineal foot of pipe as measured 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 installation. T'his shall include clearing and grubbing, excavation, shoring and dewatering, backfill and grading. 20.5.2 FORCE MAIN PIPE Payment and measurement of force main pipe shall be the same as described in Section 41 of 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 condition as he found them. 22 ROADWAY BASE AND SUBGRADE 22.1 BASE This specification describes the construction of roadway base and subgrade. The Contractor shall � refer to Section IV, Article 1"Scope of Work" of the city's Contract Specifications 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 minimum Limerock Bearing Ratio (LBR) of 40 unless otherwise noted on the plans or directed by the Engineer. The Contractor shall obtain from an independent testing laboratory a Proctor � and an LBR for each type material. The Contractor shall also have an independent testing laboratory perform all required density testing. Where unsuitable material is found within the � SectionN.doc Page 23 of 128 5/l5/2012. � Section IV — Technical Specifications limits of the base, Section N, Article 17 (Unsuitable Material Removal) of the city's Contract Specifications 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 Specifications (latest edition). Repairs 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 material shall be included in the bid item for base. The Contractor shall notify the Project Inspector a minimum of 24 hours in advance of all base and subgrade placement or reworking. The following base materials are 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 minimtun compacted thickness as shown on the plans. The shell shall be FDOT approved. 'The cost of the prime coat shall be includ�d in the bid item price for base. 2. LIMEROCK BASE: Limerock base shall be constructed in accordance with Sections 200 and 911 of FDOT's Standard Specifications (latest edition), and shall have a minimum compacted thickness as shown on the plans. The limerock shall be from a FDOT approved certified pit. The cost of the prime coat shall be included in the bid item price for base. 3. CRUSHED CONCRETE BASE: Crushed concrete base shall be constructed in accordance with Sections 204 and 901 of FDOT's Standard Specifications (latest edition), and shall have a minimum compacted thickness as shown on the plans. The crushed concrete material shall be FD�T approved. The Contractor shall provide certified laboratory tests on gradation to confirm that the crushed concrete base material conforms 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 of material, unless requested more frequently by the City Engineer or designee. The cost of the prime coat shall be included in the bid item price for base. 4. SOIL CEMENT BASE: Unless otherwise noted, soil cement base shall be constructed in accordance with Section 270 of FDOT's 2000 Standard Specifications, and shall have a minimum compacted thickness as shown on the plans. An Asphalt Rubber Membrane Interlayer (ARMn shall be included in the pavement design per Section 341 of FDOT's Standard Specifications (latest edition) to minimize reflective cracking unless otherwise noted in the project plans and specifications. The ARMI layer shall be overlaid with asphalt on the same day it is placed for the Contractor to receive full compensation for the work. The soil cement base design shall be by a certified lot under the direction of a Registered Florida Professional Engineer, and must be approved by the City Engineer. Said design shall provide for a minimum of 300 P.S.I. in seven days. All plant mixed soil 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 SectionIV.doc Page 24 of 128 5/IS/2012 � �� � � i � , � � �� � Section N — Technical Specifications (i.e. vehicles, etc.) from airborne cement particles. The density testing frequency shall be at the discretion of the registered Florida Professional Engineer responsible for the soil cement design. 5. ASPHALT BASE: Full depth asphalt base shall be constructed in accordance with Section 280 of FDOT's 2000 Standard Specifications, 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 ton 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 or base. 6. REWORI�D BASE: When the plans call for the working of the existing base, the finished reworked base shall have a minimum compacted thickness of 8" unless otherwise shown on 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 200-7 of FDOT's Standard Specifications (latest edition). For asphalt, the density requirements are per Section 330-11 and for soil cement per Section 270-5 of FDOT's 2000 Standard Specifications. 22.1.1 BASIS OF MEASUREMENT FOR BASE AND REWORKED BASE The basis of ineasurement shall be the number of square yards of base in place and accepted as called for on the plans. The maximum allowable deficiency 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 for such deficient areas that are left in place. 22.1.2 BAS1S 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), stabilization, 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 scope and plans. 22.2 SUBGRADE All subgrade shall be stabilized and constructed in accordance with Sections 160 and 914 of ' FDOT's Standard Specifications (latest edition) unless otherwise noted herein. All subgrade shall have a minimum compacted thickness of 12" unless otherwise shown on the plans or directed by the Engineer. If limerock is used, it shall also meet the requirements uf Section 911 of FDOT's � Standard Specifications (latest edition). Where unsuitable material is found within the limits of� the subgrade, Section IV, Article 17 (Unsuitable Material Removal) of the city's Contract Specifications will apply. The extent of said removal shall be determined by the Engineer in � accordance with accepted construction practices. The Contractor is responsible for clearing, grading, flling, and removing any trees or vegetation in the roadbed below the subgrade to prepaze it per the plans. The cost of this work shall be included in the unit price for base or ' subgrade. The Contractor shall obtain from an independent testing laboratory the bearing value after the mixing of materials for the stabilized subgrade. ' SectionIV.doc Page 25 of 128 5/15/2012 ' Section N — Technical Specifications 22.2.1 BASIS OF MEASUREMENT The basis of ineasurement shall be the number of squaze yards of stabilized subgrade in place and accepted as called for on the plans. The maximum allowable deficiency for mixing depth shall be per Section 161-6.4 of FDOT's 2000 Standard Specifications. Acceptable bearing values shall be per Section 160-7.2 of FDOT's 2000 Standard Specifications. Areas deficient in thickness or bearing values sha11 either be corrected 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 for such deficient areas that are left in place (latest edition). 22.2.2 BASIS OF PAYMENT The unit price for subgrade sha11 include: roadbed preparation, placement, spreading, compaction, finishing, testing, stabilizing, mixing, materials, hauling, labor, equipment and all incidentals necessary to complete the work. If no pay item is given, subgrade sha11 be included in the bid item for base. 23 ASPHALTIC CONCRETE MATERIALS This specification is for the preparation and application of all S-Type Mazshall Mix Design asphaltic concrete materials on roadway surfaces unless otherwise noted. 23.1 ASPHALTIC CONCRETE 23.1.1 AGGREGATE All aggregates shall be obtained from an approved FDOT source and shall conform to Sections 901 through 915 of FDOT's 200Q Standard Specifications. 23.1.2 BITUMfNOUS MATERIALS All bituminous materials shall conform to Section 916 of FDOT's 2000 Standard Specifications. 23.2 H�T BITUMINOUS MIXTURES - PLANT, METHODS, EQUIPMENT & QUALITY ASSURANCE The plant and methods of operation used to prepare all asphaltic concrete and bituminous materials shall conform to the requirements of Section 320 of FDOT's Standard Specifications (latest edition). Unless otherwise noted, all acceptance procedures and quality controUassurance procedures shall conform to the requirements of Section 330 of FDOT's 2040 Standard Specifications. The Contractor shall note 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 of any or all materials to be used. Tests to be performed by the independent testing laboratory every 1000 tons include, but are not limited to, Marshall stability and flow, extraction/gradation and cores to determine density and thickness. The results of such tests and analyses shall be considered, along with the tests or analyses made by the Contractor, to determine compliance with the applicable specifications for the materials so tested or analyzed. The Contractor hereby understands and accepts that wherever any portion of 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 costs of such independent inspection and investigation as well as all costs of' SectionIV.doc Page 26 of 128 5/15/2012 � LJ � � � � � � � � � ' Section N — Technical Specifications removal, correction, reconstruction, or repair of any such work shall be borne solely by the Contractor. Pavment reductions for asvhalt related items shall be determined by the followin� 1. Density per Section 330-11 of FDOT's 2000 Standard Specifications. 2. Final surface or friction course tolerances per Section 330-13 of FDOT's 2Q00 Standard Specifications. 3. Thickness will be determined from core borings. Deficiencies of '/4" or greater shall be corrected by the Contractor, without 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 Standazd Specifications 2000 edition. In addition, for excesses of %4" or greater, the Engineer will determine if the excess azea shall be removed and replaced at no compensation, or if the pavement in question can remain with payment to be made based on the thickness specified in the contract. The Contractor shall notifv the Project Inspector a minimum of 24 hours in advance of the placement of all asphalt. 23.3 ASPHALT MIX DESIGNS AND TYPES All asphalt mix designs shall conform to the requirements of Sections 331 and 337 of FDOT's 2000 Standard Specifications. All asphalt mix designs shall be approved by the Engineer PRIOR to the commencement of the paving operation. Reclaimed asphalt pavement (RAP) material may be substituted for aggregate in the asphaltic concrete mixes up to 25% by weight. 23.4 ASPHALT PAVEMENT DESIGNS AND LAYER THICKNESS All asphalt pavement designs shall conform to the following 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 2na 1 st 2nd 1 st 2°d 1 st 2nd 1 st 2nd 1 1 1 1%2 1%2 2 1'/4 3/4 * 1 1 2%s 1'/0 1'/a 1'/z 1 1% 1 3 1%s 1'/s 2 1 2 1 * At the Engineer's discretion, 2" of S-III is acceptable for use on residential streets SectionN_doc Page 27 of 128 5/15/2012 Section IV — Technical Specifications Additional Notes: 1. Type S—III shall be limited to the fmal (top) structural layer (one layer only). 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 minimum of two inches of asphalt. 4. The Contractor shall 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 Standazd 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) of 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 construction requirements for all hot bituminous pavements (including limitations of operations, preparation of mixture, preparation of surface, placement and compaction of mixture, surface requirements, conection of unacceptable pavement, etc.) shall be in accordance with Section 330 of FDOT's 2000 Standard Specifications. 23.6 CRACKS AND POTHOLE PREPARATION `�3�� t�3:7T�(+-� Cracks in roadway pavement shall be repaired prior to the application of asphaltic concrete by the following steps: 1. All debris to be removed from cracks by compressed air or other suitable method. 2. Apply a multiple layered application of bituminous binder and fine aggregate, as appropriate to the depth of the crack until the void of the crack is completely flled to the level of 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 Potholes 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 to the i�terior surface of the pothole. 3. The pothole is to 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.doc Page 28 of 128 5/IS/2012 � �1 Section IV — 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 following conditions: The riser shall meet or exceed all FDOT material, weld, and construction requirements. The riser shall consist of an A-36 hot rolled steel meeting or exceeding the minimum 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 fmish. The use of cast iron, plastic, or fiberglass risers is not permitted. In addition, the installation of each riser shall be per manufacturer's specifications. Each manhole shall be individually measured, and each riser shall be physically marked to ensure that the proper riser is used. Also, the ring section shall be cleaned, and a bead of chemically resistant epoxy applied to the original casting, prior to installation of the riser. It is the Contractors responsibility to ensure that the manholes aze measured, the risers are physically marked, the ring sections are thoroughly cleaned, and that the epoxy is properly applied prior to installation of each riser. If risers aze not used, the adjustment of manholes shall be accomplished by the removal of pavement around manhole, grade adjustment of 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 adjustments shall be accomplished prior to the application of final asphaltic concrete surface. Unless otherwise noted in the specs or on the plans, the paving operation shall occur within seven (7) calendar days from the completion of the adjustment. On arterial roadways, the manholes are to be ramped with asphalt during the time period between initial adjustment and final resurfacing. Water and gas valves, sewer cleanouts, valve boxes, tree aeration vents, etc. will be adjusted by the Contractor with the cost 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 Construction Inspector or Engineer, 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 priar to the road being open to tr�c unless otherwise noted in the contract scope and plans. 3. All project 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 regulatory requirements. � 4. The Contractor shall pay particular attention to sweeping when paving. Prior to 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 supply for pre-wetting to minimize dust. Moreover, the � SectionIV.doc Page 29 of 128 5/15/2012 � Section IV — Technical Specifications Contractor shall sweep debris off of sidewalks, driveways, curbs and roadways each day before lea�ing the job site. 5. The application of tack and prime coats (either required or placed at the Engineer's discretion) shall be placed per Section 300 of FDOT's Standard Specifications (latest edition). Tack shall also be applied to the face of all curbs and driveways. The cost (including heating, hauling and applying) sha11 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 applied to sections of the road as noted on the plans, or as directed by the Engineer, per Section 330 of FDOT's 2000 Standazd 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 sha11 conform to the requirements of Section 336 of FDOT's 2000 Standard Specifications. 8. On all streets with curb and gutter, the final compacted asphalt shall be '/4" above the lip or face of said curb per City Index 101. , 23.9 SUPERPAVE ASPHALTIC CONCRETE 1. Unless otherwise noted in this section, all of the asphaltic concrete specifications in Sections 23.1 through 23.8 above shall apply to superpave asphaltic concrete. All asphaltic concrete pavement shall be designed and placed in accordance with the FDOT Standard Specifications for Road and Bridge Construction (latest edition). 2. All aggregate sha11 be obtained from an approved FDOT source and shall conform to Sections 901 and 902 of FDOT's Standard Specifications (latest edition). 3. All bituminous materials shall conform to Section 916 of 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 construction requirements shall conform to Section 330 of FDOT's Standard Specifications (latest edition). 23.10 BASlS OF MEASUREMENT Basis of ineasurement will be the number of tons of asphaltic concrete completed, in place and accepted. Truck scale weights will be required for all asphaltic concrete used. 23.11 BASIS OF PAYMENT Payment shall be made at the contract unit price for asphaltic concrete surface as specified and measured above. This price shail include all materials, preparation, hauling, placement, tack and/or prime coat either required or placed at Engineer's discretion, leveling, spot patching, filling of cracks, pothole repair, sweeping, debris removal, labor, equipment, tools, and incidentals necessary to complete the asphalt work in accordance with the plans and specifications. SectionIV.doc Page 30 of 128 � �J � � � 'lJ � � � 5/15/2012 � r � � � � �� � Section N — Technical Specifications 24 ADJUSTMENT TO THE UNIT BID PRICE FOR ASPHALT When this Article applies to the contract, the unit bid price for asphalt will be adjusted in accordance with the following provisions: � 25 1. Price adjustment for asphalt sha11 only be made when the current FDOT Asphalt Price Index varies more than 10% from the bid price at the time of the bid opening. 2. The Bituminous Material Payment 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 Administration" 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 of the asphalt price. 4. The FDOT Payment Adjustment Index in effect at the time of placement of the asphalt will be used for payment calculation. 5. The monthly billing period for contract payment will be the same 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 cost 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. � 25.1 � i � 25.1.1 GENERAL PLANTING SPECIFICATIONS IRRIGATION DESCRIPTION A. The work specified in this Section consists of the installation of an automatic underground irrigation system as shown or noted in the plans. Provide all labor, materials, equipment, services and facilities required to perform a11 work in connection with the underground sprinkler irrigation system, complete, as indicated on the drawings and/or specified. Work noted as "NIC", "existing", or "by others" is not included in this pay item. B. The irrigation plans are schematic in nature. Valves and pipes shall be located in the tuif/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 sha11 be installed by qualified personnel or a qualified irrigation M subcontracting company that has experience in irrigation systems of similar s'ize, scope, mainline, system pressure, controls, etc. � SectionIV.doc Page 31 of 128 5/15/2012 � Section N — Technical Specifications B. All applicable ANSI, ASTM, FED.SPEC. Standards and Specifications, and all applicable building codes and other public agencies having jurisdiction upon the work shall apply. C. Workmanship: All work shall be installed in a neat, orderly and responsible 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 conected at the earliest possible time at the contractor's expense. D. Operation 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 hour emergency phone 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 with written and "hands on" instructions for 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 instruction (minimum) for the Drip Emitter equipment operation and maintenance. b. Two-hour instruction (minirnum} for automatic control valve operation and maintenance. 25.1.1.2 PROJECT CONDtTIONS A. The Irrigation Contractor shall coordinate the work with all other trades, all underground improvements, the location and planting of trees and a11 other planting. Verify planting requiring excavation 24 in. diameter and larger with the Engineer prior to installation of main lines. B. Provide temporary irrigation at all times to maintain plant materials. C. The Irrigation Contractor is responsible 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 regular maintenance operations shall be the obligation of the contractor. D. The Imgation Contractor shall submit a traffic control plan (per FDOT specifications) to the Engineer prior to 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 employees and the public. 25.1.1.3 WARRANTY � � � � �� � � � A. The Manufacturer(s) shall warrant the irrigation system components to give satisfactory "' service for one (1) year period from the date of acceptance by the Engineer and the City � SectionIV.doc Page 32 of 128 5/15/2012 r Section N — Technical Specifications of Clearwater. Should any problems develop within the warranty period due to inferis�r or faulty materials, they shall be corrected at no expense to the City of Clearwater or FDOT. 25.1.2 PRODUCTS 25.1.2.1 GENERAL A. All materials throughout the system shall be new and in perfect condition. No deviations from the specifications shall be allowed except as noted. 25.1.2.2 PIPING A. The irrigation system pipe shall be as stated herein and sha11 be furnished, installed and tested in accordance with these specifications. B. All pipe is herein specified to be Polyvinyl Chloride (PVC) Pipe, 1120, Schedule 40, conforming to ASTM D2665 and D1785. C. All nipples, pipe connections, bushings, swing joints, connecting equipment to the mainline is required to be threaded Polyvinyl Chloride (PVC) Pipe, Schedule 80. 25.1.2.3 PIPE FITTINGS A. All pipe fittings for Schedule 40 PVC pipe shall be as follows: Fittings shall conform to � the requirements of ASTM D2466, Standard Specification for Polyvinyl Chloride (PVC) Plastic Pipe Fittings, Schedule 80. All fittings shall bear the manufacturer's name or trademark, material designation, size, applicable IPS schedule and NSF seal of approval. � The connection of mainline pipe to the automatic control valve shall be assembled with threaded Schedule 80 fittings and threaded Schedule 80 nipples. � � � � � � 25.1.2.4 PVC PIPE CEMENT AND PRIMER A. Provide solvent cement and primer for PVC solvent weld pipe and fittings as recommended by the manufacturer. Pipe joints for solvent weld 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 CONNECTIQNS A. Threaded PVC connections shall be made using Teflon tape or 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 on Drawings: 1. 200-250 psi Ball Valve 2. PVC body - with Teflon Ball Seals 3. Threaded-Dual end Union Connectors 4. Non-Shock Safe-T Shear Stem � SectionIV.doc � Page 33 of 128 5/15/2012 Section IV — Technical Specifications 5. Safe-T-Sheaz True Union Ball Valve as manufactured by Spears Manufacturing Company , Sylmer, California, or approved equal. 25.1.2.6.2 GATE VALVES 2'/z" IN. AND LARGER A. Provide the following, unless otherwise noted on Drawings: ���\�J��.iI�E�•�� 2. 2001b. O.W.Cx 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 lcey with tee handle B. Provide two (2) operating keys for 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 remote control valve shall be a solenoid actuated, balance-pressure across-the diaphragm type capable of having a flow rate of 25-3� gallons per minute (GPIv� with a pressure loss not to exceed 6.1 pounds per squaze 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 weather resistant plastic, stainless steel and other chemical/LTV resistant materials. The valve's one-piece diaphragm sha11 be of durable santoprene material with a clog resistant metering orifice. C. The valve body shall have a 1" inch (FNPT) inlet and outlet or a one inch slip by slip inlet and outlet for solvent weld pipe connections. D. The valve construction shall be as such to provide for all intemal parts to be removable from the top of the 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. Identify all control valves using metal I.D. tags numbered to match drawings. 25.1.2.9 VALVE BOXES A. For remote contml drip valve assembly and iJNIK control timer use a Brooks #36 concrete value box with #36-T cast iron tr�c bearing cover, or approved equal. B. For flush valve assembly use an Ametek # 1 S 1014 (10") circular valve box with # 181015 cover compazable to Brooks, or approved equal. SectionIV.doc Page 34 of 128 5/15/2012 ! i � � � � � � � � u � � � C� � Section IV —Technical Specifications C. For air relief assembly use an Ametek #182001 (6") economy turf box cover compazable to Brooks, or approved ec}ual. 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 internal pressure compensating, continuously self-cleaning,. integral drippers at a specified spacing, (12", 18", or 24" centers). The tubing sha11 be: brown in color and conform to an outside diameter (O.D.) of 0.67 inches and an inside: diameter (I.D.) of 0.57 inches. Individual pressure compensating drippers shall be weldedl to the inside wall of the tubing as an integral part of 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 independently regulate discharge rates, with an inlel: pressure of seven to seventy (7-70) pourzds per square inch (PS�, at a constant flow andl with a manufacturer's coefficient of variability (Cv) of 0.03. Recommended operating; pressure sha11 be between 15-45 PSI. The dripper discharge rate shall be 0.4, 0.6, or 0.9� gallons per hour (GPH) 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", 18" 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 sha11 be 120 mesh 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 direction. 25.1.2.10.3 LINE FLUSHING VALVES A. The sub-surface system shall utilize Automatic Line Flush Valves at the end of eacri independent zone area. This valve sha11 be capable of flushing one gallon at the beginnin€; of each irrigation cycle. The valves shall match the dripline manufacturer and connec�t directly to the dripline. 25.1.2.10.4 AIRNACUUM RELIEF VALVE A. Each independent irrigation zone shall utilize an Air/Vacuum Relief Valve at its higt�. point(s). The air and vacuum relief valve shall seal effectively from 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 pound:> per square inch (psi) and maintain a constant outlet pressures of 25 psi. Regulatin��; accuracy shall be within =/-6%. The pressure regulator shall be manufactured from 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 thc: water passage. SectionIV.doc Page 35 of 128 5/15/201:'1. Section N — Technical Specifications 25.1.2.10.6 FILTERS A. The filter shall be a multiple disc type filter with notation indicating the minimum partial size to travel through or the mesh size of the element being used. The discs shall be constructed of chemical resistant thermoplastic for corrosion resistance. 25.1.2.10.7 FITTINGS A. All connections shall be made with barb or compression type fitting connections. Fittings and dripline shall be as manufactured by the manufacturer of the dripline to ensure the integrity of the subsurface imgation system. 25.1.2.11 AUTOMATIC CONTROL TIMER A. The irrigation controller (control module) shall be programn2able by a sepazate transmitter device only. The program shall be communicated to the Control Module from the Field Transmitter via an infrared connection. The controller sha11 be of a module type which may be installed in a valve box underground. The controller shall function normally if submerged in water and the communicatio� from the transmitter shall function if submerged in water. B. The contxol module shall be housed in an ABS plastic cabinet and shall be potted to insure waterproof operation. The control module shall have two mounting slots for screws allowing the module to be securely mounted inside a valve box. C. The controller shall operate on one nine volt allcaline 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 each, station run time capabiliTy from one minute to twelve hours in one minute increments, and a seven day calendar. The controller shall turn on stations via latching solenoids insta.11ed on the valves. Manual operations shall be initiated by attaching the Field Transmitter to the Control Module and programming a manual start. The controller shall be capable of manual single station or manual program opera.tion. E. The controller shall be as manufactured by Rain Bird Sprinkler Mfg. Corp., Glendora, California USA. 25.1.2.12 FIELD TRANSMITTER A. The irrigation controller shall be programmable by a separate transmitter device (Field Transmitter) only. The Field Transmitter shall communicate to the Control Module via an infrared 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 programming 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 tTNIK Control Modules. SectionIV.doc Page 36 of 128 5/15/2012 � C_� � � � � � � � � � � � , � � �J �� � Section N — Technical Specifications D. The Field Transmitter shall be as manufactwred 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 Bird DV, PGA, PEB, PES-B, GB, of EFB series, valve. B. The Latching Solenoid shall be as manufaciured by Rain Bird Sprinkler Mfg. Corp.;, Glendora, Califomia USA. 25.1.3 EXECUTION 25.1.3.1 GENERAL INSTALLATION REQUIREMENTS A. Before work is commenced, hold a conference with the Engineer to discuss general. 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 on site, all satisfactory to the Engineer. This superintendent shall not be changed, except with the consent 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. to the Contractor. � �� � � � � � � D. Obtain and pay for all irrigation and plumbing permits and all inspections required by outside authorities. E. All work indica.ted or notes on the Drawings shall be provided whether or 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 prior to bidding, the interpretation or clarification will be made only by the Engineer, and the Contractor shall comply with the: decisions. In event the installation contradicts the directions given, the installation shall. be corrected by the Contractor at no additional cost. G. Layout of sprinkler lines shown on the Drawing is diagrammatic only. Location of' sprinkler equipment is contingent upon and subject to integration with all othei• underground utilities. Contractor shall employ all data contained in the contracl: Documents and shall verify this information at the construction site to confirm the; manrier by which it relates to the installation. H. Do not proceed with the installation of the sprinkler systern when it is apparent tha1; 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. SectionIV.doc Page 37 of 128 5(15/2011 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 continuous support for pipe on bottom of trenches. Lay pipe to uniform grade. Trenching excavation shall follow layout indicated on Drawings. B. Maintain 6 in. horizontal and minimum clearance between sprinkler lines and between a11 lines of other trades. C. Do not install sprinkler lines directly above another line of any kind. � D. Maintain 6 in. vertical minimum between sprinkler lines wluch cross at angles of 45 degrees to 90 degrees. E. Exercise caze when excavating, trenching and working neaz e�sting utilities. 25.1.3.2.2 BACKFILLING A. All pressure supply lines (mainline) shall have 18" of fill placed over the pipe. ' B. Initial backfill on a11 lines shall be of a fine granular material with no foreign matter larger than '/z in. C. Compact backfill according to Section 125 of FDOT Speciiication Book, 1996 Edition. D. Do not, under any circumstances, use equipment or 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 maximum density. G. Compaction shall be obtained by the use of inechanical tampers or approved hand tampers. When hand tampers are used, the materials shall be deposited in layers not more than six (6") inches thick. The hand tampers shall be suitable for this purpose and shall have a face area of not more than 100 square inches. Special precautions shall be taken to prevent damage to the irrigation system piping and adjacent utilities. 25.1.3.2.3 ROUTING OF PIPING: A. Routing of pressure and non-pressure piping lines are indicated diagrammatically on Drawings. B. Coordinate specimen trees and shrubs with muting of lines. 1. Planting locations sha11 take precedence over sprinkler and piping locations. 2. Report to Owner any major deviation from routing indicated. C. Conform to Drawings layout 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 deviations in layout shall be within the intent of the original Drawings, and without additional cost. SectionIV.doc Page 38 of 128 5/15/2012 � i ! 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. Connections to the water sources shall be at the approximate locations indicated on the Drawings. Make minor changes caused by actual site conditions without additional cost: to the Owner. 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. Pmvide 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 and these Technical Special Provisions. D. Plastic pipe and threaded fittings shali be assembled using Teflon tape, applied to the male threads only. 25.1.3.3.3 SLEEVES: (EXISTING BY CITY OF CLEARWATER) A. The contractor 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 manufac�urer'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: manufacturer. C. Curing 1. When the temperature is above 80 degrees F., allow soluble weld joints at least 24� hours curing time before water is introduced under pressure. D. Flushing the system: 1. After all sprinkler pipe lines and risers are in place and connected, open the contro]'� valves and flush out the system with a full head of water. E. Installing piping under existing pavement: 1. Piping under existing pavement may be installed by jacking & boring. , SectionN.doc � Page 39 of 128 5/15/201:! Section N — Technical Specifications 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 a11 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 to provide not more than 6 in., nor 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 from edges of 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 or operating pressure for each sprinkler zone. 25.1.3.3.7 GATE VALVES A. Install where indicated and with sufficient cleazance from other materials for proper maintenance. B. Check and tighten valve bonnet packing before backfill. 25.2 LANDSCAPE 25.2.1 GENERAL 25.2.1.1 RELATED DOCUMENTS A. The Contract Documents shall include the Plans, Details, Specifications, Bid Proposal, Contract Agreement, including Tnstallation Schedule, all Addenda, and Contractual and Special Conditions when required. 25.2.1.2 REQUIREMENTS OF REGULATORY 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 environmental matters. B. Any permits for the installation or construction of any of the work included under the contract, which are required by any of the legally constituted authorities ha�ing 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 Provisions and Plans, apply to the work specified in this Section. The Scope of Work includes everything for and SectionIV.doc Page 40 of 128 5/l5/2012 � ' � � � � lJ � � � � � u � � 1 Section N — Technical Specifications incidental to executing and completing all landscape work shown on the Plans, Schedules, Notes and as specified herein. � B. Fumish and provide all labor, plants and materials tools and equipment necessary to prepaze the soil for plantings, to install and caze 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, so finished lawn or playing field will appear even and uniform, will drain adequately, and will comply with the intent of the landscape drawings. 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 work specified. All subcontractors under the control of the Contractor involved in the completion of the landscape work, shall be made known to the Owner and the Landscape Architect prior to their commencement of work on the project. B. All work of this Section shall conform to the Ytighest standard of landscape practices. C. The Plant Material Schedule included with these Plans is provided only for the Contractor's convenience; it shall not be construed as to conflict or predominate over the Plans. If conflict between the Plans and Specifications exists, the Plan sha11 predominate and be considered the controlling document. � D. During this work, the Contractor shall be responsible for maintaining safety among persons in his employ in accordance 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 other incident resulting from compliance or non-compliance with these standards. � � I � � � il LJ � u E. The Contractor shall cooperate with and coordinate with all other trades whose work is built into or affects the work in this Section. F. All appropriate utility companies and agencies shall be contacted 72 hours prior to excavation. Call "One Call" at 1-800-432-4770. G. The Contractor shall carefully examine the site and all existing conditions af�ecting 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 to submit prior to the expiration of the required maintenance period, two 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 specified work. SectionIV.doc Page 41 of 128 5/15/2012 25.2.1.6 Section N — Technical Specifications ALTERNATES, ADDITIONS, DELETIONS, SUBSTITUTIONS A. If there are additions/alternates included in these Plans and Specifications, the Contractor must propose prices to accomplish the work stated as additions/alternates at the time of bidding. B. The Owner, through his Project Representative, reserves the right to add or deduct any of the work stated herein without rendering the Contract void. C. The Contractor must have written approval by the Project Representative for any substitutions not previously agreed to in the purchase agreement: installation without approval is entirely at the Contractor's risk. D. All material acquired through additions or substitutions shall be subject to all conditions and warranties stated herein. 25.2.1.7 ABBREVIATIONS/DEFINITIONS O.A. or HT.: The over-all height of the plant measured from the ground to the natural, untied state of the majority of the foliage, not including extreme leaves, branches or fronds. C. T.: C. W.: SPR.: Clear trunk is measured from the ground to the bottom of the first leaf or frond stem with no foliage from ground to specified height. For example, on Canary Island Date Pa1ms or similar, the clear trunk measurement includes the "nut" at the base of the fronds. Clear wood is measured from the ground to the bottom of the base of the lowest leaf sheath or boot, trimmed in a natural manner. For example, on Canary Island Date Palms or similar, the clear wood measurement does not include the "nut" at the base of the fronds. 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.: D.�4.: LVS.: Gallon container size, i.e., 1 gallon, 3 gallon, 7 gallon, etc. On center, distance between plant centers. Diameter. Leaves. SectionIV.doc Page 42 of 128 snsi2oi2 � � � � � Section N — Technical Specifications D.B.H.: Diameter or caliper of main trunk of tree as measured at breast height at 4-1/2 feet above grade. CAL.: � B&B: � PPP: � � � � � Caliper, the outside diameter of up to a four inch tree is measured six inches above grade, larger trees are measured at 12 inches above grade. Balled and burlapped in accordance with horticultural standards of the American Association of Nurserymen. Plants per pot. FG: Field grown. STD.: Owner: Standard, single, straight trunk. To be known as that entity which holds title or control to the premises on which the work is performed. Owner's Representative: Owner's on-site representative shall be responsible for approval of quantity and quality of materials specified and execution of installation. Contractor: Shall refer to that person or enterprise commonly 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. l _� � r � � � 25.2.1.8 25.2.1.8.1 PRODUCT DELIVERY, STORAGE, AND HANDLING PLANT MATERIALS A. Provide container grown or, if appropriate, freshly dug trees and shrubs. Do not prune prior to delivery. Do not 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 covered. B. All plants are to be handled at all times so that roots or root balls are adequately protected from sun, cold, or 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 tops or stems, nor handled in a rough or careless manner at any time. C. Balled and burlapped plants shall be moved with firm, natural, ba11s of soil, not less than. 1 foot diameter of ba11 to every 1 inch caliper of trunk; root ball depth shall not be less than 2/3 of root ball diameter. B& B plants which cannot be planted upon delivery sha11 have their root balls covered with moist soil or mulch. , SectionN.doc � Page 43 of 128 5/15/2012. Section N — Technical Specifications D. Trees shall be dug with adequate balls, burlapped, and wire bound if needed. Root pruning to be done a minimum of 4 weeks before removal from the field and planting at the site. Root balls may not be encased in "grow bags" or other synthetic material, except plastic shrink wrap for transport only. E. Remove all fronds form sabal palms prior to planting, but leave a minimum of 12 inches of new frond growth above the bud. Do not damage bud. On all other palms, only a minimum of palm fronds shall be removed from crown to facilitate moving and handling. Clear trunk sha11 be determined after minimum fronds have been removed. Boots shall be removed from trunk unless otherwise specified. Palms 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 more than 6 hours after delivery, set trees and shrubs in shade, protect from weather and mechanical damage, and cover to keep the roots moist. G. Label at least one tree and one shrub of each variety with a securely attached waterproof tag bearing legible designation of botanical and common name. H. Sod: Time delivery so that sod will be placed within twenty-four (24) hours after stripping. Protect sod against drying and breaking by covering palettes of sod or placing in a shaded area. 25.2.1.9 25.2.1.9.1 JOB CONDITIONS ACCEPTANCE OF JOB CONDITIONS. A. The Contractor shall examine the sub-grade, verify elevations, observe the conditions under which work is to be performed and notify the Landscape Architect or Project Representative in writing of unsatisfactory conditions prior to beginning work. Do not proceed with the work until unsatisfactory conditions have been corrected in a manner acceptable to the Landscape Architect. Start of work shall indicate acceptance of conditions and full responsibility for the completed work. B. Proceed with and complete the landscape work as rapidly as portions of the site become available, working within the seasonal limitations for each kind of landscape work and following the approved schedule. If seasonal limitations apply, notify the Landscape Architect for adjustments to the Schedule. C. Deternvne 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 obstruction, the Contractor shall notify the Landscape Architect in writing prior to planting. E. Plant trees and shrubs after final grades are established and prior to the planting of lawns, protecting lawn trees and promptly repairing damages from planting operations. 25.2.1.9.2 SCHEDULING OF WORK A. The work shall be carried out to completion with the utmost speed. Immediately upon award of contract, the Contractor sha11 prepare a construction schedule and furnish a copy SectionIV.doc Page 44 of 128 5/15/2012 � � � � � � � � r � � � � �� Section N — Technical Specifications to the Owner's Representative and/or the Landscape Architect for approval. The Contractor shall carry out the work in accordance with the approved schedule. B. If the Contractor incurs unforeseen costs, such as overtime hours, holidays, etc. in order to complete the work within the time stated in the Contract, and/or to maintain the progress schedule, all said costs shall be borne by the Contractor at no additional cost to the Owner. C. The Owner's Representative's may request in writing work stoppage. Upon written request from the Owner's Representative, the Landscape Contractor sha11 suspend delivery of material and stop all work for such a period as deemed necessary by the Owner, the Owner's Representative, or the General Contractor with respect to any additional costs 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 possibility 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 MATERIALS 25.2.2.1.1 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, Standazd Encyclopedia of' Horticulture, L.H. Bailey, or Standardized Plant Names Dictionary, American Joint Committee on Horticultural Nomenclature (latest editions), or conforms with names accepted in the nursery trade. 25.2.2.1.2 PLANT MATERIALS: QUALITY ASSURANCE A. Provide healthy, vigorous stock grown under climatic conditions similar to conditions in the locality of the project. Plants shall have a habit of growth that is normal for the species and be sound, healthy, vigorous 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 collected stock with the approval of the Landscape Architect. Provided tree species that have a single main trunk (central leader), unless otherwise stated. Trees that have the main trunk forming a"Y" shape or parallel branching aze not acceptable. � C. Plant materials shall be specified and shall be Florida #1 or better as to shape and qualit�� for the species as outlined in Grades and Standards for Nursery Plants Part I and II, Florida Department of Agnculture and Consumer Services (latest edition). � D. The Owner or Landscape Aschitect reserves the right to inspect plant materials either at the place of growth or at the project site prior to planting for compliance with requirements for name variety, size quality, or designated area. , SectionIV.doc Page 45 of 128 5l15/2012 � Section IV — Technical Specifications E. Landscape materials sha11 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. Do not make substitutions. If specified landscape material is not available, submit Landscape Architect proof of it being non-available. In such event, if the Landscape Architect designates an available source, 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 conform to 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 symmetrical, typical for variety and species. Plants used where symmetry is required shall be matched as nearly as possible. I. Balled and burlapped plants shall have firm, natural ba11s of 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 the American Association of Nurserymen. Root balls and tree trunks shall not be damaged by improper binding and B& B procedures. J. Container-grown 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 no root bound condition 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 of noxious week, freshly mowed before cutting, and in healthy condition when laid. It must not be stacked more than 24 hours 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, gemunation and weed content shall be as certification requirements. 25.2.2.1.4 MULCH A. Mulch shall be 100% Grade "B" shredded cypress bark mulch, thoroughly m�ed with a pre-emergence weed killer according to the label directions as specified on the plan. B. Install mulch to an even depth of 3" before compaction. SectionIV.doc Page 46 of 128 , � LJ � , � � � � � � � n J �1 ,) � � 5/15/2012 � � 1 �� Section N — Technical Specifications 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 full, labeled, bearing the name, trade name or trademark and warranty of the conforming to State of Florida fertilizer laws. � � � � � � r � � � � � , � � � unopened bags producer; fully B. All fertilizer shall beaz the manufacturer's statement of analysis and shall contain the appropriate minimum amounts of elements for the type of use specified herein. C. Agriform 20-10-5 fertilizer tablets or appmved equal, shall be placed in planting pit for all plant materials at time of installation and prior to completion of pit backfilling. D. Grround cover and annual azeas shall receive fertilization with Osmocote Time Release Fertilizer according to product instructions and rate. E. For sod and seeded areas, fertilize with a complete granular fertilizer on Bahia and St. Augustine grass at the rate of one (1) pound of nitrogen per one thousand (1,000) square feet. Fertilizer sha11 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 complete fertilizer formulations. Phosphorus shall be no more than '/4 the nitrogen level. They shall also contain magnesium and micronutrients (i.e. manganese, iron, zinc, copper, etc.). 25.2.2.1.fi STAKES AND GUYS A. For trees, approved plastic or rubber guys shall be used between the stakes and the tree trunk. Galvanized steel guy wire shall not 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 sha11 be cut from 2" x 4" pressure treated (p.t.) stock, with a minimum of 3 stakes per palm. Batten consisting of 5 layers of burlap and 5- 2" x 4" by 16" wood connected with two - 3/4" steel bands shall be used around 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 Contractor to test, prior to planting and at no additional cost to the Contract, any soils which may be unsuitable for the vigorous growth of plants. Unsuitable conditions shall be reported to the Landscape Architect immediately in writing. B. When required, planting soil media shall be provided by the Contractor 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 must be slight acid reaction to the soil (about 6.0 — 6.5 pH) with no excess of calcium or carbonate, and it shall be free from excess weeds, clay lumps, stones, stumps, roots and toxic substances or any other materials that might be harmful to plant growth or , SectionIV.doc I�I Page 47 of 128 5/15/2012 Section N — Technical Specifications 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 wnder 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. Rototil organic layer 6 inches to 8 inches into native soil. 25.2.2.1.8 SOIL AMENDMENTS A. Terra-Sorb AG or approved equal, soil amendment shall be mixed with native or planting soil for a11 trees, shrubs, ground cover, and annuals according to manufacturer's recommended application rates and methods, if specified on the Plans. 25.2.2.1.9 TREE PROTECTION A. Wood fencing shall be 2" x 4" pressure treated (p.t.) stock with flagging on horizontal members. Space vertical members 6 feet to 8 feet on center. The barricade shall be placed so as to 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-%2 feet above grade. 25.2.2.1.10 ROOT BARRIER SYSTEM A. Root barrier fabric shall be installed when specified in the plans ancUor specifications for protection of adjacent paved surfaces according to specific product 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 of manufacturer. Protect materials 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 EXECUTION 25.2.3.1 PREPARATION 25.2.3.1.1 OBSTRUCTIONS BELOW GROUND A. It sha11 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. 25.2.3.1.2 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 specifications. All proposed landscape areas SectionlV.doc Page 48 of l28 5/15/2012 � � � � � � � � � u � � � � � � [� � � � ' Section IV — Technical Specifications adjacent to water bodies shall be treated with "Rodeo" per the manufacturer's specifications. � B. New plant materials will not be installed until a 98% weed/turf eradication has been achieved. More than one application may be required to produce an acceptable planting bed. C. Pre-emergent herbicides are not a substitute for spray treatment of "Round-Up" or "Rodeo", 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 Contractor at no cost to the Owner. � E. Any necessary conections or repairs to the finish grades shall be accomplished by the Contractor. All planting areas shall be carefully graded and raked to smooth, even finish grade, free from depressions, lutnps, stones, sticks or other debris and such that they will � conform to the required finish grades and provide uniform and satisfactory surface drainage without puddling. F. The Contractor sha11 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. ' � � � � I � 25.2.3.1.3 PREPARATION FOR ANNUAL BED PLANTING 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 for 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 aeration occur at rapid rates. Add Osmocote 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 manufacturer's specifications. All proposed sod areas adjacent to water bodies shall be treated with "Rodeo" per the Manufacturer's Specifications. B. Limit preparation to areas which will be planted promptly after preparation. 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 fuush grade the soil to a smooth, � 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 to St. Augustine or Bahia grass at a rate of one (1) pound of nitrogen per 1000 square feet. Fertilizer shall be commercial grade, mixed granules, with 30% - 505 of the nitrogen being in slow or controlled release form. Thoroughly work fertilizer into the top 4 inches of soil. SectionIV.doc Page 49 of 128 5/15/2012 Section N — Technical 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 I NSTALLATIO N 25.2.3.2.1 BERM CONSTRUCTION (IF SPECIFIED) A. Install berms at location and design shown on Plans and at the height and slope indicated. Height stated is for finished berm with soil at naiural compaction. B. Exact location and configuration of berms may require modification to allow proper drainage; such changes will be coordinated with the Landscape Architect. C. If shown on the Plan, construct 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 approximately located per the plans by scale measurements using established building, columns, curbs, screen walls, etc. as the measuring reference point. Slight shifting 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 outer leaves of installed plant material and the bed line, curb, or building founda.tion 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 conform as nearly as possible to the intent 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 circulaz in outline. Planting pit shall be 3 to 5 times the width of the root ball. B. Plants shall be set straight or plumb, in the locations 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 Agriform 20-10-5 planting tablets, or approved equal, at time of 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: SectionN.doc Page SO of 128 5/15/2012 L_� ' � � � � � ' � � � � ' � � � � �I � i LJ � � C� � ' C� � � � � , 1 gallon 3 gallon 5 gallon 7 gallon Trees Palms Section N — Technical Specifications 1 - 21 gram tablet 2 - 21 gram tablet 3 - 21 gram tablet 4 - 21 gram tablet 3 tablets each'/z" (12 millimeters) caliper 7- 21 gram tablets D. Native soil shall be used in back-filling 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 azound the sides of the root ball. Remove the top 4 inches (100 millimeters) of burlap wire, and all tie-down material from 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 of bare plants shall be properly spread out, and planting soil carefully worked in among them. Failure to comply is cause for rejection. 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 root ball. Backfill tilled and loosened native soil around the sides of the root ball. Thoroughly water-in before bringing the backfill up to the proper grade. G. Plant 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 pazallel to those edges. Plant a minimum of 18 inches from the back of the curb to the outside edge of the plant. H. All azaleas shall be placed into a prepazed bed of amended soil containing 50% weed-free Florida peat or approved equivalent. Root ba11s 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 to 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 to all lawn areas just prior to the laying of the sod at a rate of one (1) pound of nitrogen per 1,000 square feet. The ground shall be wet down before the sod is laid in place. C. Solid 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 a11 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. � � , , D. Within 2 hours after installing sod and prior to rolling, irrigate the sod. Suf�icient water shall be applied to wet the sod thoroughly and to wet the sod to a depth of 2 inches (50 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 to keep sod moist until rooted to subg�rade. SectionN.doc Page 51 of 128 5/15/2012 Section IV — Technical Specifications E. The sod shall be pressed firmly into contact with the sod bed using a turf roller or other approved equipment so as to eliminate air pockets, provide a true and even surface and insure knitting without any displacement of the sod or deformation of the surfaces of sodded areas. After the sodding operation has been completed, the edges of the area shall be smooth and shall conform to the grades indicated. F. If, in the opinion of the Landscape Architect, top dressing is necessary after rolling, clean silica sand shall be used to fill voids. Evenly apply sand over the entire surface to 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 type of seed. 25.2.3.2.6 TREE GUYING, BRACING AND STAKING A. Tree guying, staking and bracing shall be the responsibility of the Contractor 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 per tree at 120 degree spacing shall be used. Stakes shall be driven in at an angle, then tightened to vertical supported by approved plastic or 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 5 layers of burlap and 5- 2 inch x 4 inch x 16 inch wood connected with two 3/4 inch steel bands. Palms shall be staked with a minimum of 5 feet of stake above grade. C. Contractor shall remove all tree guying, staking, and bracing from trees six (6) months after the date of final acceptance of the landscape work. D. Stake only trees that require support to mainta.in 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 of 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. Maintain a minimum 6 inches of non-mulched clearance from the outside edge of annuals. SectionN.doc Page 52 of 128 5/15/2012 � , � � � � � , , � � � � � � � � , � � , � � � � Section N — Technical Specifications 25.2.3.2.8 PRUNING A. Pruning shall be done by an experienced certified Arborist to maintain the natural shape and form of the plant. B. Upon acceptance by the Owner, prune any broken branches, remove crossed branches, and branches hanging below the cleaz trunk of the tree. 25.2.3.2.9 CLEAN-UP A. During landscape work, store 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 debzis leaving pavements and work areas in safe and orderly condition. C. The clean-up of the site shall include the removal and proper disposal 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 others on, about, or adjacent to the work, as required under the parameters of the Occupational Safety and Health Administration (O.S.H.A.) standards. ' � i , C� B. The Contractor shall protect the Owner's and adj acent property from damage. 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 Contractor 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 operations 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 his work or employees to other materials or trades' work. Patching and replacement of damaged work may be done by others, at the Owner's direction, but the cost of same shall be paid by the Contractor who is responsible for the damage. ` 25.2.3.3 MAINTENANCE , � � A. The Contractor shall maintain all plant materials in a first class condition from the beginning of landscape construction until Final Acceptance. B. Operations: 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, replacement of rejected materials, staking and guying repair and tightening, wash-out repairs and regrading, and any other procedures consistent with the good horticultural practice necessary to insure normal, vigorous and healthy growth of all work under � SectionN.doc � Page 53 of 128 5/IS/2012 Section N — Technical Specifications the Contract. Mowing shall be consistent with the recommended height per the University of Florida Coopera.tive Extension Service. 2. Within the warranty period, the Contractor sha11 notify the Owner of any maintenance practices being followed or omitted which would be detrimental to the healthy, vigorous growth of the landscape. 3. The Contractor sha.11 be responsible for the final watering of not less than one inch of water for all planted materials before leaving the site. 25.2.3.4 25.2.3.4.1 INSPECTION, REJECTION, AND ACCEPTANCE 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 written 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 fmal judge as to the suitability and acceptability of any part of the work. Plant material will be rejected if it does not meet the requirements set forth in Plans and Speciiications. B. Replace any rejected materials immediately or within 15 days and notify the Landscape Architect that the correction has been made. 25.2.3.4.3 ACCEPTANCE A. After replacement 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 Contract, 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 Specifications call for any stipul�ted item or an"approved equivalent", or in words to that effect, the Contractor shall indicate the price of the type and species specified in the proposal, giving the price to be added or deducted from his Contract price. The final selection rests with the Owner or his representative. 3. Where plants installed do not meet specifications, the Owner reserves the right to request plant replacement or an appropriate deduction from the Contract amount to compensate for the value not received from the under-specified plant materials. No SectionIV.doc Page 54 of 128 5/IS/2012 ' , Section N — Technical Specifications additional compensation will be made to the Contractor for plants installed that exceed specifications. ' 25.2.3.5 WARRANTY � � � 26 A. The Contractor shall warranty all palms and trees furnished under this contract for a period of one (1) yeaz and all shrubs for a period of six (6) months. Material which is either dead or in poor health during this period or at completion will be replaced at no charge to the Owner. Should any of the plant materials show 50% or more defoliation during the warranty period, due to the Contractor's use of poor qua.lity or improper materials or workmanship, the Contractor upon notice, shall replace without delay same with no additional cost to the Owner. Should any plant require replacing, the new plant sha11 be given the equal amount of warranty. HDPE DEFORMED - REFORMED PIPE LINING , 26.1 INTENT � � , � ' � ' , ' ' � , It is the intention of this specification to provide for the trenchless restoration of 8" to 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 to 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 regarding contractor prequalification. In addition, the City requires a proven extensive tract record for the fold and form liner system to be used in this project. All contractors submitting for prequalification approval for this project must exhibit extensive satisfactory experience in the installation of the proposed liner system and satisfactory evidence that the proposed 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 of the liner system. The City reserves fu11 and complete authority to approve the satisfactory natwre of the both 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 provide certified test results for review by the Engineer, from the manufacturer, that the material conforms with the applicable requirements. Material shall have a minimum thickness of SDR 32.5. Pipe specimens shall comply with the minimum property values shown below with the applicable ASTM requirements: Material Pro e ASTM Method Value HDPE Tensile Strength D 638 3,300 psi Elasticity Modulus E=113,000 psi SectionIV.doc Page 55 of 128 5/15/2012 Section IV —Technical Specifications �PE Impact Strength D 256 A 3.0 ft-lb/in Flexure Modulus E=136,000 psi Expansion Coeff. c=0.009 in/in/deg F At the time of manufacture, each lot 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 homogeneous throughout, uniform in color, free of cracks, holes, foreign 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 requirements. 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 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 of Pipe Liners, Inc. 3421 N. Causeway, Suite 321, New Orleans, LA 70002, 1-800-344-3744 or approved equal. Any approved equal liner system must be approved by the Engineer as an equal system prior to receiving 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. 26.4 CLEANING/SURFACE PREPARATlON It 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, rock, roots, sludge, or other deleterious materials prior to liner insertion. Bypass pumping will be provided by the Contractor �as part of the unit cost of restoration. Bypass operations aze to be so arranged as to cause minimum disruptions to local tr�c, residents and particularly to commercial facilities. During the cleaning and preparation operations all necessary precautions sha11 be taken to protect the public, all property and the sewer from damage. All material removed from the 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 loads at the City's treatment plants. 26.5 TELEVISION INSPECTION After cleaning, and again after the rehabilitation work on each section of the project is completed, a11 pipe sections shall be visually inspected by means of closed-circuit color television, and recorded on VHS format tapes provided to the project engineer. The television system used sha11 be designed for the purpose and suitably lighted to provide a clear picture of the entire periphery of the pipe. SecYionN.doc Page 56 of 128 5/15/2012 � ' r �l � � ' � 1 l � � ' ' � � ' � , , , � ' C� , �J � ' � Section IV — Technical Specifications 26.6 LINER INSTALLATION Liner sha11 be sized to field measurements obtained by the Contractor to provide a tight fit to the full interior circumference of the existing sanitary sewer and sha11 be a continuous, jointless liner product from inside of manhole to inside of manhole. Contractor shall use installation methods appmved 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 of any construction delays taking place during the insertion operation. Contractor shall maintain a reasonable backup system for bypass pumping should delays or problems with pumping systems develop. Liner entries at manholes sha1T be smooth, free of irregularities, and watertight. No pinholes, tears, 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 for installation procedures, in particulaz, 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 azea of the original opening. All lateral reconnections are to be grouted to prevent leakage. Grouting method and material is to be approved by the Engineer. Any reconnections to laterals and connections to manholes which are observed to leak shall be ' resealed by the Conttactor. All laterals discovered during the lining process aze to be reconnected unless specifically directed otherwise 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 system will not be available for normal usage by the delivery of , door hangers with appropriate information regarding the construction project. ' ' � � i � i 26.8 TIME OF CONSTRUCTfON 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 for cleanup, repair and property damage costs and claims. 26.9 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 or existing black top driveways that 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. ' SectionIV.doc � Page 57 of 128 5/I S/2012 Section IV — Technical Specifications When finished surface of existing drive is gravel, replacement 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 squaze 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 sha11 be full compensation for all work described in this section of the specifications and sha11 include all materials, equipment, tools, labor and incidentals necessary to complete the work. 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 reinforcement and 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. 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 curbs. 29.1 BASIS OF MEASUREMENT The basis of ineasurement shall be lineal feet of curb in place and accepted. 29.2 BAStS OF PAYMENT Payment shall be the unit price per lineal foot of curb, which price shall be full compensation for all work described in this and other applicable parts of the specifications and shall include all materials, equipment, tools, labor and incidentals necessary to complete the work. 30 CONCRETE SIDEWALKS AND DRIVEWAYS 30.1 CONCRETE SIDEWALKS Concrete sidewalks shall be constructed to the line, grade and dimensions as shown on the plans or herein specified. Unless otherwise noted, all concrete sidewalks shall have fiber mesh reinforcement and have a minimum strength of 3000 p.s.i. at 28 days. Unless otherwise specified, all concrete sidewalks shall have a minimum width of four feet (4'). Concrete sidewalks shall have a minimum thickness of four inches (4"), except at driveway crossings where a minimum thickness of six inches (6") is required. Also, 6/6 X 10/10 welded wire mesh reinforcement is required for all sidewalk that crosses 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.doc Page 58 of 128 S/15/2012 � ' ' � L' � ' � � ' � � � � ' , , , 1 ' , � ' , r ' � � i �� � IJ � , , ' , ' , Section IV — Technical Specifications more than 100 hundred feet, and scoring marks shall be made every 5 feet. Concrete shall be poured only on compacted subgrade. In addition, all the requirements of City Articles 6, 7, and 8 shall also apply. 30.2 CONCRETE DRIVEWAYS Concrete driveways, whether new construction or replacement, shall be a minimum of six (6) inches in thickness with 6/6 x 10/10 welded wire mesh reinforcement and a minimum horizontal distance between expansion joints of no less than four (4) feet measured in any direction. 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. Concrete shall be poured only 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. 30.3 BASIS OF MEASUREMENT The basis of ineasurement shall be the number of square feet of 4" concrete 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 foot for each item as measured above, which price shall be full compensation for all work described in this section and ather applicable parts of the specifications and shall include all materials, equipment, tools, welded wire mesh where required, labor and incidentals necessary to complete the work. 31 SODDING Unless otherwise noted herein, the contractor shall place all sod, either shown on the plans or at the direction of the Engineer, in conformance with Sections 575, 981, 982 and 983 of FDOT's Standard Specifications (latest edition). T'he 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 contact and shall be compacted to uniform finished grade with a sod roller immediately after placement. In sloped areas, the sod shall be graded and placed so as to prohibit erosion and undermining of the adjacent sidewalk. No sod that has been cut for more than 72 hours can be used unless authorized by the Engineer in advance. The sod shall be thoroughly watered immediately after placement. The Contractor shall continue to water sod as needed and/or directed by the Engineer as indicated by sun exposure, soil, heat and rain conditions, to establish and assure growth, until termination of the contract. Dead sod, or sod not acceptable to the Engineer, shall be removed and replaced by the Contractor at no additional compensation. Any questions concerning the type of existing sod shall be determined by the Engineer. Unless otherwise noted on the plans, payment for sod (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 provides 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.doc Page 59 of 128 5/15/2012 Section IV — Technical Specifications basis of 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 following 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 of 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 Pensacola Bahia. No sprigging will be required. Also, the addition of 20 lb. of Rye Seed (to tota1601b. of seed per acre) will be required during the stated periods. It is also required that the Contractor maintain said seed until growth is assured. When this work is given as a bid item, the item shall cover all labor, material, equipment (including water), required for this work, and shall be paid for on the basis of each square yard in place and accepted. If called for 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 OR 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 according to the plans and applicable parts of the specifications, Section Numbers 7, 8, & 9, and as approved by the Engineer. Said structures shall be protected 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 smooth and semi circulaz in shape conforming to inside of adjacent sewer section. Changes in direction of flow shall be made in a smooth curve of as large a radius as possible. Changes in size and grade of channels sha11 be made gradually and evenly. Invert channels shall be built up with brick and mortar on top of concrete base. The storm structure floor outside of channels shall be made smooth and sloped toward 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 of brick manholes shall be plastered with one half inch of mortar. Brick shall be laid radially with every sixth course being a stretcher course. In cases where a storm 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.doc Page 60 of 128 5/15/2012 , , r ' ' � , � �� L� �i � � ' ' ' �J , ' �J �i �� � , Section N — Technical Specifications 33.2 PRECAST TYPE The manhole base shall be set on a pad of dry native sand approximately five inches thick to secure proper seating and bearing. 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 not be acceptable. When precast units are substituted, the construction of such units must be in accordance with ASTM C 478, or the standard specifications at the manufacturers option. , 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 of precast structure be no less than wall thickness. A minimum of four courses of brick will be ' provided under manhole ring so that future adjustment of manhole lid can be accommodated. Manhole steps shall not be provided. Manhole using O ring between precast sections will not be acceptable for storm structures. , � ' � ' � ' 33.3 BASIS OF PAYMENT Payment for Junction Boxes, Manholes or other structures shall be on a unit basis. 34 MATERIAL USED This article deleted. See SECTION III, ARTICLE 19 — MATERIAL USED. 35 CONFLICT BETWEEN PLANS AND SPECIFICATIONS This article deleted. See SECTION III, ARTICLE 20 — CONFLICT BETWEEN PLANS AND SPECIFICATIONS. 36 STREET S1GNS The removal, covering or relocation of street signs by the Contractor is PROHIBITED. All street signs shall be removed, covered or relocated by the City's Traffic 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 Tr�c Engineering Division a minimum of 24 hours in advance of the proposed sign relocation, covering or removal. , 37 AUDIONIDEO RECORDING OF WORK AREAS , LJ � ' , 37.1 CONTRACTOR TO PREPARE AUDIONIDEO RECORDING Prior to commencing work, the Contractor shall have a continuous color audio/video recording taken along the entire length of the Project including all affected project areas. Streets, easements, rights-of-way, lots or construction sites within the Project must be recorded to serve as a record of a pre-construction conditions. 37.2 SCHEDULING OF AUDIONIDEO RECORDING The video recordings sha11 not be made more than twenty-one (21) days prior to construction in any area. SectionN.doc Page 61 of 128 5/IS/2012 Section IV — Technical Specifications 37.3 PROFESSIONAL VIDEOGRAPHERS T'he Contractor shall engage the services of a professional videographer. The color audio videotapes shall be prepared by a responsible commercial firm known to be skilled and regularly engaged in the business of pre-construction color audio-video recording documentation. 37.4 EQUIPMENT All equipment, accessories, materials and labor to perform this service shall be fu�nished by the Contractor. The total audio video system sha11 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 operator with proper volume, clarity and be free from distortion and interruptions. In some instances, audio video coverage may be required in areas not accessible by conventional 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 direetion of progress. Accompanying the video recording of each video shall be a corresponding and simultaneously recorded audio recording. This audio recording, exclusively containing the commentary of the camera operator or aide, shall assist in viewer orientation and in any needed identification, differentiation, clarification, or objective description of the features being shown in the video portion of the recording. The audio recording shall also be free from any conversations. 37.6 RECORDED INFORMATION VtDEO All video recordings must continuously display transparent digital information to include the date and time of recording. The date information shall conta.in the month, day and year. The time information shall contain the hour, minutes and seconds. Additional information shall be displayed periodically. Such information shall include, but not be limited to, project name, contract number, direction of travel and the viewing side. This transparent information shall appear on the extreme upper left hand third of the screen. Camera pan, tilt, zoom-in and zoom out rates shall be sufficiently controlled such that recorded objects will be clearly viewed during videotape playback. In addition, all other camera and recording system controls, such as lens focus and aperture, video level, pedestal, chrome, white balance, and electrical focus sha11 be properly controlled or adjusted to maximize picture quality. The construction documentation shall be recorded in SP mode. 37.7 VIEWER ORIENTATION The audio and video portions of the recording shall maintain viewer orientation. To this end, overall establishing views of all visible house and business addresses shall be utilized. In areas where the proposed construction location will not be readily apparent to the videotape viewer, highly visible yellow flags shall be placed, by the Contractor, in such a fashion as to clearly indicate the proposed centerline of construction. When conventional wheeled vehicles are used as conveyances for the recording system, the vertical distance between the camera lens and the ground 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. SectionN.doc Page 62 of 128 5/15/2012 ' Section N — Technical Specifications ' 37.8 LIGHTtNG All recording shall be done during time of good visibility. No taping shall be done during ' precipitation, mist or fog. The recording shall only be done when sufficient sunlight is present to properly illuminate the subjects of recording and to produce bright, sharp 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, size and value of the surface features within that construction 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 in terms of the names of ' the streets or location of easements, coverage beginning and end, directions of coverage, video unit counter numbers, engineering survey or coordinate values (if reasonably available) and the date. ' � , , ' 37.11 AREA OF COVERAG E 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 covered by the project. Of particular concern shall be the existence of any faults, fractures, or defects. Taped coverage shall be limited to one side of the Site, street, easement or right of way at any one time. 37.12 COSTS OF ViDEO SERVICES T'he cost to complete the requirements under this section shall be included in the contract items provided in the proposal sheet. There is no separate pay item for this work. , 38 38.1 ^1 i � ' ' i , EROSION AND SILTATION CONTROL STABILIZATION �F DENUDED AREAS No disturbed area may be denuded for more 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 or landscaping. SectionIV.doc Page 63 of 128 5/15/2012 Section IV — Technical Specifications 38.2 PROTECTION AND STABILIZATION OF SOIL STOCKPILES Fill material stockpiles sha11 be protected at all times by on-site drainage controls which prevent erosion 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 sha11 an unstabilized stockpile remain after thirty (30) calendaz days. 38.3 PROTECTION OF EXISTING STORM SEWER SYSTEMS During construction, all storm sewer inlets in the vicinity 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 progress, and which must be approved by the City Engineer before installation. 38.4 SEDIMENT TRAPPING MEASURES Sediment basins and traps, perimeter berms, filter fences, berms, sediment bazriers, vegetative buffers and other measures intended to trap sediment and/or prevent the transport of sediment onto adjacent properties, or into 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 process. Such systems shall be fully operative and inspected by the City before any other disturbance of the site begins. Earthen structures including but not limited to berms, earth filters, dams or dikes shall be stabilized and protected from drainage damage or erosion within one week of installation. 38.5 SEDIMENTATION BASINS Areas of 3 acres or more shall be required to have temporary sedimentation basins as a positive remedy against downstream siltation and will be shown and detailed on construction plans. During development, permanent detention azeas may be used in place of silt basins, provided they are maintained to the satisfaction of the City. T'he Contractor will be required to prohibit dischazge of silt through the outfall structure during construction of any detention area and will be required to clean out the detention azea before installing any permanent subdrain pipe. In addition, permanent detention azeas must be totally cleaned out and operating properly at final inspection and at the end of the one year warranty period. When temporary sedimentation basins are used, they shall be capable at all times of containing at least one (1) cubic foot of sediment for each one hundred (100) square feet of area tributary to the basin. Such capacity shall be maintained throughout the pmject by regulaz removal 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 intermittent waterways and the immediately adjacent buffer of 25 feet from top of bank of the waterways and the buffer area whenever possible, and bartiers shall be used to prevent access. Where in channel work cannot be avoided, precautions must be taken to stabilize the work azea during land alteration, development and/or construction to minimize erosion. If the channel and buffer area aze disturbed during land alteration, they must be stabilized within three (3) calendaz days after the in channel work is completed. SectionN.doc Page 64 of 128 5/15/2012 , ' ' , il � ' , ' � ' ' , � �� I� ' ' ' ' , C. _I ' � _. 1 t ' Section IV — Technical Specifications Silt curtains or other filter/siltation reduction devices must be installed on the downstream side of' the in channel alteration activity to eliminate impacts due to increased turbidity. Wherever stream crossings are required, properly sized temporary culverts sha11 be provided by the contractor and removed when construction is completed. The area of the crossing shall be restored to a condition as nearly as possible equal to that which existed prior to any construction activity. 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 azeas will be sodded prior to issuance of a Certificate of Occupancy. � ' 38.8 UNDERGR�UND UTILITY CONSTRUCTION The construction of underground utility lines and other structures shall be done in accordance with the following standards: a. No more than 400 lineal 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 onto the slope of' any stream, channel, road ditch or waterway. � ' , � ' � , ' ' � � 38.9 MAINTENANCE All erosion and siltation control devices sha11 be checked regularly, especially after each rainfall and will be cleaned out and/or repaired as required. 38.10 C4MPLIANCE Failure to comply with the aforementioned requirements may result in a fine and/or more stringent enforcement procedures such as(but not limited to) issuance of a"Stop Work Order". City of Clearwater Standard Detail Drawings No. 601 and 607 are exa.m�ples of accepted methods that may be used or required to control erosion and siltation. SectionIV.doc Page 65 of 128 5/15/2012 Section IV — Technical Specifications City of Clearwater - Erosion Control This notice is to inform the prime contractor that the City of Clearwater holds them responsible for soil erosion control on their site. T'he City of Clearwater Engineering Department has the responsibiliry to minimize the amount of soil erosion into the City's streets, storm sewers and waterways. The construction of a new residence or commercial site and major remodeling of an existing site creates a potential for soil erosion. These instances are usually the result of contractors and subcontractozs 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 Fee 3rd occurrence - $80 Re-inspection Fee 4th occurrence - Stop Work Order Dependent on the severity of the erosion, the City's Engineering Department may elect to rectify the erosion problem and chazge the contractor accordingly. The attached drawings and details are recommendations for the contractor to use as means to support the site from eroding. The contxactox may elect to shovel and sweep the street daily or on an as needed basis. However, erosion must be held in check. If the contractoz would like to meet with a City inspector on any particulaz site, please contact Construction Services at 562-4750 or Planning & Development Services at 562-4741. Erosion Control Required - CiTy of Clearwatex'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 permit holder. Contact Engineering Department with specific questions at 562-4750. SectionN.doc Page 66 of 128 , � 0 l! � � L � � ' � � � ' ' �� � �� ' 5/15/2Q12 � LJ � � � � � � � � � � � � � � � � � � � Section IV — Technical Specifications CITY UF CLEARWATER NOTICE OF EROSION VIOLATION UNDER SECTION 3-701 (DIVISION 7— EROSION AND SILTATION CONTROL} OF THE CITY OF CLEARWATER CODE OF ORDINANCES, THIS SITE HAS BEEN FOUND 1N VIOLATION. THIS SITE MUST BE RESTOR�D TO AN EROSION CONTROLLED SITE PRIOR TO ANY FURTHER DEVELOPMENT TO CONTINUE. Warning . $32.00 Re-inspection Fee $80.00 Re-inspection Fee Stop Work Order DATE POSTED: Inspector's Name: Inspector's Signature: CITY OF CLEARWATER PLANNING & DEVELOPMENT SERVICES 727 562-4741 & ENGINEERING/CONSTRUCTION 727 562-4750 Received by: (Signature indicates only a copy of this notice has been received and does not in any way indicate admission of guilt or concurrence with findings of the inspector.) IT IS A VIaLATION TO REMOVE THIS NOTICE ANY UNAUTHORIZED PERSON REMOVING THIS SIGN WILL BE PROSECUTED SectionIV.doc Page 67 of 128 5/15/2012 Section IV — Technical Specifica#ions 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 sha11 not be placed on the curb where laterals cross diagonally under the curb. The tie in location sha11 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 Association as follows: SAFETY 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 SA.FETY ALERT OR.ANGE Telephone and Telegraph Systems Police and Fire Communications Cable Television SAFETY PRECAUTION BLUE Water Systems Sli.ury Pipe Lines SAFETY GREEN Sewer Systems LAVENDER RECLATMED WATER WHTTE PROPOSED EXCAVATION Marks placed on curbs shall be rectangular in shape and placed with the long dimension perpendicular to the flow line of the curb. Marks placed on 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 sha11 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. 41 POTABLE WATERMAINS, RECLAIMED WATERMAINS AND APPURTENANCES 41.1 SCOPE The Contractor shall furnish a11 plant, labor, materials and equipment to perform all operations in connection with the construction of potable water mains, reclaimed water mains and appurtenances including clearing, excavation, trenching, backfilling and clean up. SectionN.doc Page 68 of ]28 5/15/2012 � � ' � � � ' � � I� 1 � ' � � f �I' ' � � rl �J� � � �� � � � �� i Section IV — Technical Specifications 41.2 MATERIALS 41.2.1 GENERAL Materials, equipment and supplies furnished and permanently incorporated into the project shall be of first quality in every respect and shall be constructed and finished to high standards of workmanship. Materials shall be suitable for service intended, sha11 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 conosion and other damaging effects during shipment and construction. 41.2.2 PIPE MATERIALS AND FITTINGS 41.2.2,1 DUCTILE IRON PIPE Ductile Iron Pipe shall be in accordance with ANSUAWWA C151/A21.51 81 or latest revision. Pipe thickness class, wall thickness and working pressure shall conform to the following table: Size Class Thickness Rated Water Working Pressure (In.) (PSI) 4" 51 0.26 350 6" 50 0.25 350 8" 50 0.27 350 12" 50 0.31 350 The trench laying condition shall be Type 2, Flat bottom trench backf'ill lightly consolidated to centerline of pipe. Pipe shall be manufactured in accordance with ANSUAWWA C151/A21.51 81 or latest revision. Pipe shall be asphalt coated on the outside and standazd cement lined and sealed coated with approved bituminous seal coat in accordance with ANSUAWWA C104lA21.4 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 ANSUAWWA. C900 or latest revision and the American Society for Testing Materials (ASTIv� Standazd D 2241 and PVC Resin Compound conforming to ASTM Specification D 1784. � � � ' Polyvinyl Chloride Pipe shall have the same O.D. as Cast and Ductile Tron Pipe and be compatible for use without special adapters with Cast Iron Fittings. Pipe dimension ratio, working pressure and laying length shall conform to the following table: SectionN.doc Page 69 of 128 5/15/2012. Section IV — Technical Specifications Size Dimension Ratio Rated Water Working Pressure Laying Length (OD/Thick.) (PS� (Fi) 4 18 150 20 6 18 150 20 8 18 150 20 Pipe larger than 8-inch shall be ductile iron. The City Engineer reserves the right to require the use of ductile iron in sizes 4-inch through 8-inch when needed due to laying conditions or usage. The bell of 4-inch and lazger PVC pipe shall consist of an integral wall section with a solid cross section elastomeric ring which meets the requirements of ASTM D 1869. Each length of pipe shall bear identification that will remain legible during normal handling, storage and installation and so designate the testing agency that verified the suitability of the pipe material for potable water service. All polyvinyl chloride pipe shall be laid with two (2) s�rands of insulated 12 gauge A.W.C'z solid strand copper wire taped to the top of each joint of pipe with about 18-inches between each piece of tape. It is to be installed at every valve box through a 2-inch PVC pipe to 12-inches minimum above the top of the concrete 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 Engineer. 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 ANSUAWWA C153/A 21.53 with mechanical joint bells. Bolts, nuts and gaskets shall be in accordance with requirements of ANSUAWWA C153/A 21.53. The working pressure rating shall be 350 P.S.I. Ductile iron fittings shall be coated and lined in accordance with require requirements of ANSI/AWWA C104/A21.4. Mechanical joint glands shall be ductile iron in accordance with ANSUAWWA C111/A 21.11. When reference is made to ANSUAWWA Standards, the latest revisions apply. Only those fittings and accessories that are of domestic (USA) manufacture will be acceptable. 41.2.2.4 RESTRAINT Restraint of plugs, caps, tees, bends, etc., 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 joints. Restraining mechanical joint glands on hydrants shall be used only where hydrant runout length precludes the use of swivel joint connectors. 41.2.2.5 PIPE WITHIN CASING All pipe placed within casings shall be slip joint ductile iron restrained 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.doc Page70 of 128 5/15/2012 � � � � � � � n � � � ' ' � � � Section N — Technicai Specifications Each end of the casing shall be properly sealed to prevent the intrusion of soil, water, or debris within the casing itself. It shall be sealed by brick and mortar, 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 for interior piping or exposed above grade outside structures, shall be handwheel operated with rising stems. Valves 4-inches and larger, buried in earth sha11 � be equipped with 2-inch square operating nuts, valve boxes and covers. Valves shall be fitted with joints suitable for the pipe with which they are to be used. The direction of opening for a11 valves shall be to the left (counter clockwise). � �� � ' , � Pressure Rating: Unless otherwise shown or specified, valves for high pressure service shall be rated at not less than 150 psi cold water, nonshock. The manufacturer's name and pressure rating shall be cast in raised letters on the valve body. Tnstallation: Installation shall be in accordance with good standard practice. Exposed pipelines shall be so supported that their weight is not cazried through valves. Two Inch Diameter and smaller: Not allowed. These should be approved ball valves. Three Inch Diameter: Not allowed. Four Inch to Sixteen Inch Diameter: Gate Valves, 4 to 16-inch diameter, inclusive, shall be resilient seated gate valves encapsulated with EPDM Rubber in conformance with ANSUA.W.W.A. Standard Specification C509-515 latest revision. These valves shall include the following features consistent with C509-515, full opening unobstructed waterway, zero leakage at 200 p.s.i. differential pressure, all internal parts removable from bonnet without removing body from pressure main, corrosion resistant bronze or stainless steel nonrising stem with O ring bonnet seal with epoxy coated inside and outside cast iron or ductile iron valve body.. Larger 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/AW WA. These valves shall include the following features consistent with C509-80, full opening unobstructed waterway, zero leakage 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. ' � � � � ' 41.2.4 VALVE BOXES Valve boxes shall be of standard extension design and manufacture and shall be made of cast iron. No PVC Risers or Derisers are allowed as part of a valve box assembly. They are to be 3- piece valve box assembles. The lower part of the assembly can be ordered in various heights to accommodate different depths. Suitable sizes of valve boxes and extension pieces shall be provided where shown. The valve box cover shall be of cast iron. Valve boxes and their installation 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, and City Index No. 502; Sheet 1 of 2& Sheet 2 of 2 for reclaimed water valve boxes and pad detail. SectionN.doc Page 7l of 128 5/IS/2012 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 of Clearwater potable water system: • Kennedy Guardian #K 81D Fire Hydrant, • Mueller Super Centurion 25 Fire Hydrant • AVK Nostalgic 2780. • American Dazling B-84-B. No substitutions shall be allowed without the approval of the City of Clearwater. Above hydrants shall be in accordance with the latest revision of the AWWA Specification C 502 and include the following znodifications: 1. All shipments to 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 of the compression type, closing 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 bolts not allowed. 6. Operating nut shall be of one-piece bronze or ductile iron construction. 7. A dirt shield shall be provided to protect the operating mechanism from grit buildup and corrosion due to moisture. 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 tl�readed into upper barrel. Nozzles shall be retained with a stainless steel locking device. 11. The main valve sha11 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 coupling. 14. Hydrant shall have a 6-inch Mechanical Joint epoxy lined elbow, less accessories. 15. Hydrant sha11 have a 5-1l4-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 one (1) 4-1/2-inch pumper nozzle. Threads shall be in accordance with the National Standard Hose Coupling Thread Specifications. SectionN.doc Page 72 of 128 5l15l2012 � � � � i ' � � � � �l ' � � � ' � , � � � � , � � � � � � � Section N — Technical Specifications 18. Hydrant body shall have a factory finish of yellow paint. All paints shall comply with AWWA standazd C-502-85 or latest revision. All hydrants will be shop 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. Constrained joints shall absorb all thrust and prevent movement of the hydrant. All hydrants shall be provided with an auxiliary gate valve so that the water to the hydrant may be shut off without the necessity of closing any other valve in the distribution system. No hydrants shall be installed on the reclaimed water system unless approved by the City of Clearwater's Engineering Department. 41.2.6 SERVICE SADDLES Service saddles shall be used on all service taps to 4-inch P.V.C. water main. The lazgest 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 mains. Sezvice saddles (JCM 406 series or Ford FC 202 series) shall be wide bodied ductile iron with epoxy or nylon coating and shall have stainless steel straps. 41.2.7 TESTS, INSPECTION AND REPAIRS 1. All materials sha11 be tested in accordance with the applicable Federal, ASTM or AWWA Specifcation and basis of rejection shall be as specified therein. Certified copies of the tests shall be submitted with each shipment of materials. 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 removed 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 to 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 installed 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 prevention devices are allowed. Type of device, when required, is determined by the degree of hazard presented to the municipal water system from 1 possible backflow of water within the customers private system. The types of devices allowed are: � SectionlV.doc i Page 73 of 128 5/15/2012 Section N — Technical Specifications 1. Double Check Va1ve 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 suita.ble connections for 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 dif�erential 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 located test cocks. 41.2.9 TAPPING SLEEVES Steel body tapping sleeves shall be JCM Industries 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. 41.2.10 BLOW OFF HYDRANTS Blow offs aze not allowed. 41.3 CONSTRUCTION 41.3.1 MATERIAL HANDLING l. 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 shall not be skidded rolled against pipe already on the ground. 2. Pipe shall be so handled that the coating and lining will not be damaged. If, however, any part of the coating or 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 to 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 properly blown off before any pressure testing and sterilization of the pipe can be completed. The depth of cover over the water main shall be a minimum of 30-inches and a maximum of 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 to 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, relocation, or reconstruction of the obstructions. SectionIV.doc Page 74 of 128 5/15/2012 ' � � � Section N — Technical Specifications 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 performance of the work. All pipe, fittings, valves and hydrants shall be carefully lowered into the trench piece by piece by means of a demck, ropes, or other suitable tools or equipment in such a manner as to prevent damage to materials and protective coatings and linings. Under no circumstances shall materials be dropped or dumped in the trench. If damage occurs to any pipe, fittings, valves, hydrants or accessories in handling, the damage � shall be immediately brought to the Engineer's attention. The Engineer shall prescribe corrective repairs or rejection of the damaged items. � All pipe and fittings shall be carefully examined for cracks and other defects while suspended above the trench immediately before installation in fmal position. Spigot ends shall be examined 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 who 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 the pipe is laid. Pipe joints shall be made up in accordance with the manufacturer's recommendations. � i !I i � � 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 into 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 to 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 forced 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 open 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 neat and�, workmanlike manner without damage to the pipe or cement lining and so as to leave a smootl�� 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 a1: bottom 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 are permitted, the: amount of deflection allowed shall not exceed that allowed under the latest edition oii ANSUAWWA C600-82 and C900 81 or latest revisions. No pipe shall be laid when, in the opinion of the Engineer, trench conditions are unsuitable. 1 SectionIV.doc � Page 75 of 128 5/15/201:? 41.3.3 Section N — Technical Specifications SETTING OF VALVES, HYDRANTS AND FITTINGS 41.3.3.1 GENERAL Valves, hydrants, fittings, plugs and caps shall be set and joined to pipe in the manner specified above for installation of pipe. 41.3.3.2 VALVES Valves in water mains shall, where possible, be located 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 18-inches from the main line. The valve box shall not transmit any shock or stress to the valve and shall be centered and plumb over the wrench nut of the valve, with the box cover flush with the surface of the finished pavement or such other level as may be directed. Refer to City Index No. 402; Sheet 1 of 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 to provide complete accessibility and minimize the possibility of 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 another gate valve at the hydrant location. No 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 for 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 nozzles 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 nozzles as shown or as d'uected 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 or glands and installed per manufacturers recommendations. Hydrants shall be held in place with resbrained 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 shown on the plans or directed by the Engineer, the water lines constructed under this contract shall be conriected to the existing lines now in place. No such connection 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 approved by the Engineer. SectionIV.doc Page 76 of 128 5/15/2012 � i J � � � � � � i i � � � � � � , � ' � � � i� I � � � Section IV — Technical Specifications Where connections are made between new work and existing work, the connections shall be made 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 to existing facilities will be completed under the supervision of the City of Clearwater Water Division. 41.4 TESTS 41.4.1 HYDROSTATIC TESTS After installation of water mains, complete with all associated appurtenances including service taps, all sections of newly laid main sha11 be subject to a hydrosta.tic pressure test of 150 pounds per square inch for a period of two (2) hours and shall conform to AWWA C6001atest 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 Contractor shall make all necessary taps 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 Owner Representative 48-hours advance notice of the time when the installation is ready for hydrostatic testing. 41.5 STERILIZATION Before the system is put into operation, a11 water mains and appurtenances and any item of new construction with which the water comes in contact, shall be thoroughly sterilized in accordance with AWWA C651. 41.5.1 STERILIZING AGENT The sterilizing agent ' Federal Specification "Perchloron". sha11 be liquid chlorine, sodium hypochlorite solution conforming to 0 S 602B, Crrade D, or dry hypochlorite, commonly known as "HTH" or � 41.5.2 FLUSHING SYSTEM Prior to the application of the sterilization agent, all mains shall be thorouglily flushed. Flushing , shall continue until a clean, cleaz stream of water flows from the hydrants. Where hydrants aze 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 a11 other appurtenances shall be sterilized with water containing a minimum chlorine concentration of '75 ppm at any point in the system. This solution sha11 then remain in the distribution system for a minimum contact period of eight (8) hours and never more than 24 hours before it is flushed out. All valves in the lines being sterilized shall be opened and closed several times during the contact period. SectionIV.doc Page 77 of 128 5/15/2012. Section IV — Technical Specifications 41.5.4 RESIDUAL CHLORINE TESTS After the sterilization outlined above has been accomplished, flushing shall continue until free residual chlorine tests not less than 0.2 ppm nor more 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 thoroughly 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 forwazd the samples to a laboratory certified by the Florida State Boazd of Health for bacterial examination in accordance with AWWA C651. 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 before the system is placed in operation and it shall be the Contractor's responsibility to perform the sterilization as outlined above. If inethods of sterilization differ materially from those outlined above, such methods shall be in accordance 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 from the laboratory prior to sterilization and shall be followed in all respects. The City of Clearwater shall secure cleazance of the water main from the Florida Department of Environxnental Protection before the water distribution system is put into operation. 41.6 MEASUREMENT AND PAYMENT 41.6.1 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 of work as set forth in the Bid, which payment will constitute full compensation for all labor, equipment, and materials required to complete the work. No separate payment will be made for the following items and the cost of such work shall be included in the applicable pay items of work: • Clearing and g�rubbing • Excavation, including necessary pavement removal � Shoring andJor dewatering • Structural fill • Backfill • Grading • Tracer wire • Refill materials • Joints materials • Tests and sterilization • Appurtenant work as required for a complete and operable system. SectionN.doc Page 78 of 128 5,15/2�12 � �1 1 � � �� � � � � � � i � � � � � � � Section N — Technical Specifications 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 full compensation for furnishing all plant, labor, materials and equipment, and constructing the water mains complete and ready for operation. 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, of 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 tolerances permitted in ANSUAWWA C110/A 21.10 82, latest revision, in which case, the weight will be based upon the theoretical weight plus the rriaximum tolerance. 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 fumish and install ductile iron fittings. 41.6.4 FURNISH AND INSTALL GATE VALVES COMPLETE WITH BOXES AND COVERS 41.6.4.1 MEASUREMENT The quantity for payment shall be the number of gate valves of each size satisfactorily fumished and installed. 41.6.4.2 PAYMENT Payment of the applicable unit price for each size shall be full compensation 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 49.6.5.1 MEASUREMENT The quantity for payment shall be the number of fire hydrants satisfactorily 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. 41.6.5.2 PAYMENT Payment of the applicable unit price shall be full compensation for fumishing all plant, labor, material and equipment and installing the fire hydrant complete including necessary thrust SectionN.doc Page 79 of 128 5/l5/2012 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. 43 TENNIS COURTS 43.1 PAVED TENNIS COURTS 43.1.1 SO1L TREATMENTS All soil under courts shall be treated with DSMA 184 at the rate of 2 pounds active ingredient per 1,000 square foot. Materials shall be brought to the job site in tagged containers. Tags shall be retained and tumed 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 IV - 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 RC-250 and shall conform to Section 300 of the Florida State Department of Transportation's "Standard Specifications for Road and Bridge Construction". 43.1.4 LEVELING COURSE A.Leveling Course shall be a minimum of 1" of Type S-III Asphaltic Concrete as specified in Section 331 of FDOT's Standard Specification (latest edition). T'he Leveling Course shall be constructed ruruiing East and West. Finish surface 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 deternune 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 specified in Section 331 of FDOT's Standard Specification (latest edition). The Surface Course shall be constructed running North and South. Finish surfaces shall not vary more than 1/4" in 10 feet. Prior to application of color 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 of the color coat. No areas which retain water will SectionN.doc Page 80 of 128 5/15/2012 r � � � � � � � � �� �� ' � � � � � t ' ' � � � , � � � Section N —Technical Specifications be approved. If a deficiency of more than '/a" 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 COLOR 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 of three previous Tennis Court 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 loose dirt or oily materials. Prior to the application of surfacing materials, the entire surface should be checked for minor depressions or irregularities. If it is determined that minor corrections are necessary, the Contractor shall make repairs using approved tack coat and/or patching mix in accordance with manufacturer's recommendations for use. After patching the surface shall not vary more than 1/8" in ten feet in any direction. If a � deiiciency of more than 1/8" exists, the Engineer will determine if the surface 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 course, one or more applications of resurfacer or patch mix shall be applied to the underlaying surface as deemed necessary by the Engmeer. Asphaltac 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 course and rough or is ponding water will zequire the use of the resurfacer or patch mix. , CJ , � � ' �� No applications shall be covered by a succeeding application until thoroughly cured. 43.1.6.2.2 FINISH COLOR COURSE The iinish course shall be applied to a clean, dry surface in accordance with the manufacturer's directions. A minimum of two applications of color coat will be required. Texture of cured color coat is to be regulated in accordance with manufacturer's recommendations to provide a medium speed surface for tennis play. The color of application shall be dark green for 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 mazks. 43.1.6.3 PLAYiNG LINES Forty-eight (48) hours minimum after completion of the resurfacing, 2 inch wide playing lines shall be accurately located, marked and painted with approved marking paint. SectionIV.doc Page 81 of 128 5/15/2012 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 degrees, Fahrenheit and rising. NOTE: The Contractor sha11 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 43.2.1.9 SCOPE The Contractor sha11 furnish all labor, materials and equipment necessary for the installation of clay tennis court(s) as set forth in these specifications and /or the construction drawings. The scope of work is indicated on drawings and specified herein. Basis of design for clay courts with sub-surface 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 to perform the work and the Bidder shall furnish to the Owner all such information and data for this purpose as the Owner may request. The Owner reserves the right to reject any Bid if the evidence submitted by, or investigations of such Bidders fail to satisfy the owner that such Bidder is properly qualified to carry out the obligations of the Contract and to complete the work contemplated herein within the time limit agreed upon. Factors to be considered in awarding the Bid shall include the successful completion of similar 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 minimum of five (5) years. The qualifications and experience of the personnel assigned to the project will be a deternuning factor in the awazd of the Bid. 43.2.1.3 STANDARDS The Contractor sha11 perform all work in a thorough, workmanlike manner and conform to standards for tennis court construction as prescribed or approved by the United States (Lawn) Tennis Association and the United States Tennis Court and Tract Builders Association. The Contractor shall consiruct the tennis courts with laser guided equipment. 43.2.1.4 BUILDING PERMITS AND TAXES The Contractor shall secure all construction permits required by law, the City of Clearwater will waive all permit fees. 43.2.1.5 COURT LAYOUT The Owner shall establish two horizontal control points and a construction bench mark. The Contractor sha11 locate the four corners of each battery and shall layout the courts in conformance with the specifications and drawings. SectionIV.doc Page 82 of 128 5/]5/2012 , � � � � � L� � r � � � �� � ' � � C� ' ' � Section N — Technical Specifications 43.2.1.6 BUILDING REQUIREMENTS The Owner shall provide and maintain reasonable access to the construction site, as well as an ' azea adjacent to the site for storage and preparation of materials. Adequate water outlets within fifty (50) feet of the site shall be provided. � � I� � � �� � � � j�i ' �J � � � 43.2.1.7 SCHEDULE The Owner 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 complete the project within a reasonable period of time after awazd of 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 sha11 examine the site to deterznine its suitability for installation of the courts. 43.2.2.2 DEMOLITION The contractor shall demo the existing tennis courts, remove the existing ten (10) foot high fence surrounding the tennis courts and all underground utilities within the limits of the construction azea. Utilities extending outside the construction limits shall be capped and terminated. The existing tennis courts shall be ground into millings suitable to be mixed into 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 material 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 provide documentation of any recycled materials. 43.2.2.3 SUB-GRADE The sub-grade shall be graded to a tolerance of plus or minus one (1) inch of the final sub-grade elevation. The sub-grade shall be graded level. A compaction to a density not less than 95% of' the maximum standard density as determined by AASHTO T 180 is required. The Contractor sha11 provide documentation of testing to the Owner. 43.2.2.4 FINAL GRADE The final grades outside the tennis court areas and within the construction limits shall be graded to a tolerance of plus or minus one (1) inch of the final 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 maximum standard density as determined by A.ASHTO T 180 is required. The contractor shall provide documentation of testing to the Owner. 43.2.3 SLOPE 43.2.3.1 SLOPE REQUIREMENTS Rate and direction of slope of the finished surfaces sha11 be one (1) inch' in forty (40) feet, all in. one plane, as indicated on the drawings. SectionIV.doc Page 83 of 128 5/15/2012. Section N — Technical Specifications 43.2.4 BASE CONSTRUCTION 43.2.4.1 LINER Two layers of 6 mil construction plastic shall be installed over the sub-grade surface with a minimum overlap of five (5) feet where pieces are joined. Use only materials that are resistant to 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 Sazasota Florida. The surface of the base course shall be smooth and even, and it shall 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. T'hese 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 one-quarter (2-1/4) inch diameter with a nylon needle punched sock sunounding the pipe. Six (6) water control canisters shall be installed per court with each canister contxolling five (5) grid pipe trenches. Provide all requued controls systems time clocks; float switches, control wiring and solenoids, etc. for a complete sub-surface irrigation system. 43.2.5 PERIMETER CURBING 43.2.5.1 CURB Brick curb shall be installed around the entire perimeter of the court area with an elevation of one-quarter (1/4) to one-half (1/2) inch above the fmished screening course elevation. 43.2.6 SURFACE COURSE 43.2.6.1 COURT SURFACE A surface course of ISP Type II Aquablend or Lee Hyroblend tennis court material shall be installed over the screening course to a compacted depth of one (1) inch. The Aqua/Hydroblend material shall be watered to its full depth immediately after leveling and then compacted 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 ROOT BARRIER Root barrier (geo-tech fabric) eighteen (18) inches height shall be placed in a trench on the outside edge of the perimeter cu.rbing 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. SectionN.doc Page 84 of 128 ' � � � , , � � � � , � , �J , � � , 5/15/2012 � ' Section N — Technical Specifications ' 43.2.8 FENCING � ' � �� � � �� ' � ' � � , � 43.2.8.1 DESIGN The contractor shall provide a total color coated fencing system as indicated on drawings 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 specification. 43.2.8.2 POSTS All posts shall be a minimum 2-1/2" Ameristar HT 25 pipe; top rails 1-SJ8" Ameristar HT 25 pipe with manufacturers standard "Permacoat" color system. 43.2.8.3 FENCE FABRIC Fence Fabric shall be 1-3/4" #6 gauge mesh throughout, manufactutes standard galvanized wire with PVC coating. All fabric to be knuckled on both selvages. 43.2.8.4 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-tyge flush plate with anchors, set in concrete, and designed to engage a center drop rod or plunger-bar. Include a locking device and padlock eyes as an integral part of the latch, permitting both gate leaves to be locked with a single padlock. Provide latch, fork type or plunger-bar type to permit operation from either side of gate, with padlock eye as an integral part of the latch. Gate Hinges — Size and material to 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 Durashade plus by Ball Products, Inc. or equal by Putterman. Black high- density polyethylene, eight (8) oz. per square yard edges hemmed with grommets 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 Post foundations shall be not less than thirty-six (36) inches in length, eighteen (18) inches in width and thirty (30) inches in depth. Foundations shall be placed to provide an exact distance between posts of forty-two (42) feet on a doubles court and thirty-three (33) feet on a singles cotut. 43.2.10.2 NET POSTS & SLEEVES � Net posts shall be galvanized steel having an outside diameter of not less than two and seven- eighths (2 7/8) inches with electrostatically applied enamel fuush and sha11 be equipped with a reel type net tighterung device. Post sleeves and posts shall be set plumb and true so as to support. ' SectionN.doc Page 85 of 128 5/15/2012. � Section N — Technical Specifications the net a height of 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 accordance 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 sha11 have black synthetic netting, a headband of white synthetic material in double thickness with the exterior treated for resistance to mildew and sunlight, and bottom and end tapes of back synthetic material treated to prevent deterioration from the sunlight. A vinyl coated, impregnated steel cable, having a diameter of one quarter (1/4) inch and a�ength five (5) feet greater than length between the net post shall hold the net in suspension. The net shall have tie strings of a synthetic material at each comer. Basis of Design — Duranet DTS by Ball Products, Inc. 43.2.10.5 CENTER STRAP Provide a center strap of white heavy duty polyester webbing with black oxide coated brass slide buckles and nickel plated double end snap. Center strap shall 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 firmly secured by aluminum nails with aluminum length of two and one-half (2 — 1/2) inches. Positioning shall be in accordance with regulations of the USTA. 43.2.10.7 MISCELLANEOUS EQUIPMENT Deliver the following equipment to the owner: 1. R.ide-on Tandem Roller - Brutus AR-I Roller, automatic forward-neutral-reverse taransmission; 24 inch wide drum; 3-horse 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 frame 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-foot length aluminum. SectionN.doc Page 86 of 228 � ' � L _I � ^-, ,� u � �l � � � , � � , i � , 5/15/2012 � � � Section 1V —Technical Specifications 43.2.11 SHADE STRUCTURE Provide shade structures as indicted on 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 reinforcement as required by shade structure manufacture. ' � �� � ' ' C u ' ' ' Il ' � ' ' 43.2.12 WATER SOURCE (Potabie) The owner shall supply water line to within fifty (50) feet of the courts with 50 pounds per square inch running pressure at its terminus. 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 portland cement per ASTM C 150, aggregates per ASTM C 33, and potable water. Mix materials to obtain concrete with a minimum 28-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 SPORT TENNIS COURT LIGHTING 43.2.14.1 SHOP DRAWlNGS The Contractor shall provide signed and sealed electrical shop drawings by a professional electrical engineer for approval of the relocation and re-aiming of the existing tennis court sport lighting fixtures and electrical service to water coolers. The shop drawings shall include a11 necessary information 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 fixtures will provide at its new locations for tournament play. Shop drawings shall be submitted to the Parks and Recreation Department for approval. 43.2.14.2 RE-LAMP The Contractor sha11 re-lamp and clean lens of all existing lighting fixtures after relocating the light pole and iixtures to 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 Plaiva�ing and Development Services to obtain permits for installation of the electrical works. 43.2.14.4 POLES 8� FIXTURES The Contractor shall install three (3) new sixty foot (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 aze the photometric lumination charts for the eight-(8) teruus courts. This information is provided by Musco Sport Lighting, 1838 East Chester Drive, Suite #104, High Point, NC 27265, phone (336) 887-0770 fax (336) 887-0771. Contact Douglas A. Stewart. Contractor shall install the poles and fixtures based on the following information: SectionN.doc Page 87 of 128 5/IS/2012 Section IV — Technical Specifications Pole T1 existing 5 fixture pole, remove one fixture and place on pole TS Pole T2 existing 12 fixture pole, remove six fixtures and place on pole TS Pole T3 existing 5 fixture pole, remove one fixture and place on pole TS Pole T4 new pole with new seven fixtures and two circuits Pole TS new pole w/existing sixteen fixtures (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 four fixtures and place on pole TS Pole T9 existing 5 fixture pole, remove two fixtures and place on pole TS Light levels ended up at 58+ footcandles. Existing poles have concrete footing approximately one foot 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 Contractor 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 for these electrical conduits in the relocating of the new light poles. 43.2.15 WATER COOLER 43.2.15.9 SHOP DRAWINGS The Contractor shall provide shop drawings for the installation of 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 Series — water cooler with sealed back panels, or equal. 43.2.16 DEMONSTRATION Instruct the Owner's personnel 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 of construction 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 from the date of completion. SectionIV.doc Page 88 of 128 ' �� � , �' , � � , , LJ ' � � ' , � , 5/15/2012 � ' , r Section N — Technical Specifications 43.2.17.3 WARRANTY SUB-SURFACE IRRICATION SYSTEM The Contractor shall warranty the sub-surface irrigation of the clay tennis courts for a period of two years from the day of completion. 44 , 44.1 , L� ' ' �1 ' WORK ZONE TRAFFIC CONTROL CONTRACTOR RESPONSIBLE FOR WORK ZONE TRAFFIC CONTROL The Contractor shall be responsible to fumish, operate, maintain and remove all work zone trafFic control associated with the Project, including detours, advance warnings, channelization, hazard wamings and any other necessary features, both at the immediate work site and as may be necessary at outlying points. 44.2 WORK ZONE TRAFFIC CONTROL PLAN The Contractor shall prepare a detailed traffic control plan designed to accomplish the level of performance outlined in the Scope of the Work and/or as may be required by construction permits issued by Pinellas County and/or the Florida Department of Transportation for the Project, incorporating the methods and criteria contained in Part VI, Standards and Guides for Traffic Controls for Street and Highway Construction, Maintenance, Utility and Incident Management Operations in the Manual on Uniform Traff'ic Control Devices published by the U.S. Department of Transportation and adopted as amended by the Florida Department of Transportation, or most recent addition. 44.2.1 WORK ZONE SAFETY The general objectives of a program 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: ' ' � , � � • Provide adequate advance warning and information regarding upcoming work zones. • Provide the driver cleaz directions to 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 of the appropriate traffic control and protection devices. • Provide safe passageways for pedestrians through, in, and/or around construction or maintenance work zones. The 2004 Design Standards (DS), Index 6Q0 "When an existing pedestrian way or bicycle way is located within a traffic control work zone, accommodation must be maintained and provision for the disabled must be provided. Only approved temporary traffic control devices may be used to delineate a temporazy traffic control zone pedestrian walkway. Advanced notification of sidewalk closures and detours marked shall be provided by appropriate signs". 2004 Standard Specifications for Road and Bridge Construction ' SectionIV.doc ' Page 89 of 128 5/15/2012 Section N — Technical Specifications 102-5 Traffic Control: 102-5.1 Standards: FDOT Design Standards (DS) are the minimum standards for the use in the development of all tr�c control plans 44.3 ROADWAY CLOSURE GUIDELINES Roadway types: Major Arterials, Minor Arterials, Local Collectors, and Local Following are typical requirements to be accomplished prior to closure. The number of requirements increase with traffic volume and the importance of access. Road closures affecting business or sole access routes will increase in process requirements as appropriate. For all but local streets, no road or lane closures aze allowed during the Christmas holiday season and the designated "Spring Break" season with prior approval by tlie City Engineer. 44.3.1 ALL ROADWAYS Obtain pernuts for Pinellas County and Florida Department of Transportation roadways. Traffic control devises conform to national and state standards. 44.3.1.1 PUBLIC NOTIFICATION Standard property owner notification prior to start of construction for properties directly affected by the construction process. 44.3.2 MAJOR ARTERIALS, MINOR ARTERIALS, LOCAL COLLECTORS Consult with City Traffic staff for preliminary tr�c control options. Develop Formal Traffic Control Plan for Permit Submittal to Regulatory Agency as necessary. 44.3.2.1 PUBLIC NOTIFICATION Message Board Display, Minimum of 7-day notice period prior to road closure and maybe longer for larger highway. The message board 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 Board may need to be displayed for a period longer than 7 days. 44.4 APPROVAL OF WORK ZONE TRAFFIC CONTROL PLAN The Contractor is invited and encouraged to confer in advance of bidding, and is required, as a specification of the work, to confer in advance of begirming any work on the Project, with the Traffic Operations Division, Municipal Services Building, 100 South Myrtle Avenue, telephone 562-4750, for the purpose of approval of the Contractor's proposed detailed traffic control plan. SectionN.doc Page 90 of 128 5/15/2012 , ' r ' � ' '�J r-, �i u ' ' Section N — Technical Spec�cations All maintenance of tr�c (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 ZONE TRAFFIC CONTROL OPERATION The Traffic Operations Division 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 traffic control devices. The Contractor shall take direction from the Project Engineer or Project Inspector. 44.6 PAYMENT FOR WORK ZONE TRAFFIC CONTROL Payment for work zone traffic control is a non-specific pay item to be included in the construction costs associated with other specific pay items unless specifically stated otherwise in� the Scope of Work in these Technical Specifications and a bid item(s) is included for Work Zone TrafFic Control in the proposal form. 44.7 CERTIFICATION OF WORK ZONE TRAFFIC CONTROL SUPERVISOR 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 Tr�c Control Safety Certification or Worksite Traffic Supervisor Certification from the American Tr�c 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/or sections of these Technical Specifications. When the certified supervisor is required for the Project, the supervisor will be on the Project site at all times while work is being conducted. The Worksite Tra�ic Supervisor shall be available on 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 Worksite Traffic Supervisor shall have access to all equipment and materials needed to maintain tr�c control and handle traffic related situations. The Worksite Tr�c Supervisor shall ensure , that routine deficiencies are corrected within a 24-hour period. The Worksite Traffic Supervisor shall be available on the site within 45 minutes after notification ' of an emergency situation, prepared to positively respond to repau the work zone tr�c control or to provide alternate traffic arrangements. , 11 � Failure of the Worksite Tra�c Supervisor to comply with the provisions of this Subarticle may be grounds for decertification or removal 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 tr�c and erosion control and such other activities deemed to be necessary for project maintenance and safety. 45 CURED-fN-PLACE PIPE LINING 45.'! INTENT � It is the intention of this specification to provide for the trenchless restoration of sanitary sewer and storm pipes by the installation if a cured in place jointiess, continuous, thermosetting resin impregnated polyester flexible felt liner which is watertight and chemically resistant to withstand ' SectionIV.doc Page 91 of 128 5/152012 , Section N — Technical Sgecifications 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/1NSTALLER ACCEPTABILITY The City requires that all contractors be prequalified. See General Conditions regazding contractor prequalification. In addition, the City requires a proven extensive tract record for the liner system to be used in this project. All contractors submitting for prequaliiication approval for this project must exhibit extensive satisfactory experience in the installation of the proposed liner system(s) and satisfactory evidence that the proposed 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 of the liner system. The City reserves fu11 and complete authority to approve the satisfactory nature of the both the liner system and the installer. 45.3 MATERIALS The liner•shall be polyester fiber felt tubing saiurated with a resin prior to insertion. Resin type and qualities shall be as specified by the manufacturer to obtain a cured liner with the following properties: Tensile Strength ASTM D638 3,000 psi Flexural Strength ASTM D790 4,500 psi Flexural Modulus of Elasticity ASTM D790 300,000 psi Long Term Modulus of Elasticity (50 Years) ASTM D2290 150,000 psi Liner shall meet strengths as shown in ASTM F 1216 unless otherwise submitted and approved by the Engineer. Lining manufacturer shall submit to 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 of Insituform of North America, Inc., 3315 Democrat Road, Post Office Box 181071, Memphis, Tennessee 38118; or InLiner USA 1900 N.W. 44th St., Pompano Beach Florida 33064, 305-979-0802, or an approved equal. Any approved equal liner system must be approved by the Engineer as an equal system prior to receiving bids. Request for contractor prequalification and/or equal liner system agproval must be received by the Engineer no later than 14 days prior to the date for receiving bids. 45.4 CLEANING/SURFACE PREPARATION It 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, rock, roots, sludge, or other deleterious materials prior to 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 to cause minimum disruptions to local traf�c, residents and particulazly to commercial facilities. During 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 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 loads at the City's treatment plants. SectionN.doc Page 92 of 128 5/15/2012 � , ' ' n �� �� � i , Section N — Technical Specifications 45.5 TELEVISION INSPECTION After cleaning, and again after the rehabilitation work on each section 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 for the purpose and suitably lighted to provide a clear picture of the entire periphery of the pipe. 45.6 LINER INSTALLATION Liner shall be sized to field measurements obtained by the Contractor to provide for a tight fit on the interior of the existing pipe to be lined. Contractor sha11 use installation methods approved by the liner manufacturer including operations for inversion, heat curing and reconnection of laterals. The Contractor shall immediately notify the Engineer of any construction delays taking place ' during the insertion operation. Contractor shall maintain a reasonable backup system for bypass pumping should delays or problems with pumping systems develop. Liner entries at manholes shall be smooth, free of inegularities, and watertight. No pinholes, teazs, cracks, thin spots, ' excessive wrinkling or other defects in the liner shall be permitted. Such defects shall be removed and replaced by the Contractor at his expense. , ' ' � , , ' ' � ' '�� '� 45.7 LATERAL RECONNECTION Sanitary laterals shall be reconnected as soon as possible to renew service. Laterals aze 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 to be approved by the Engineer. Any reconnections to laterals and connections to manholes which aze observed to leak shall be resealed by the Contractor. All laterals discovered during the lining process aze to be reconnected unless specifically directed otherwise 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 system will not be available for normal usage by the delivery of door hangers with appropriate information regarding the construction project. 45.8 TIME OF CONSTRUCTION Construction schedules will be submitted by the Contractor and approved by the Engineer. At na time will any sanitary sewer service connection remain inoperative for 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 shall be made per lineal foot including all preparation, bypass pumping, equipment, labor, materials, operations, restoration, lateral reconnection, 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. SectionN.doc Page 93 of 128 5/15/2012 46 46.1 46.1.1 Section IV — Technical Specifications SPECIFICATIONS FOR POLYETHYLENE SLIPLINING MATERIALS PIPE AND FITTINGS The pipe supplied under this specification shall be lrugh performance, high molecular weight, high density polyethylene pipe (Driscopipe 1000) as manufactured by Phillips Driscopipe, Inc., Dallas, Texas and shall conform to ASTM D 1248 (Type III, Class C, Category 5, Grade P34) or approved equal. Minimum cell classification values sha11 be 345434C as referenced in ASTM D 33501atest edition. If fittings aze required, they will be supplied under this specification and shall be molded or manufactured from a polyethylene compound having a cell classification equal to or exceeding the compound used in the pipe. To insure compatibility of polyethylene resins, a11 fittings supplied under this specification shall be of the same manufacture as the pipe being supplied. 46.1.2 QUALITY CONTROL The resin used for manufacturer of the pipe shall be manufactured by the pipe manufacturer, thus maintaining complete control of the pipe quality. The pipe shall contain no recycled compound except that generated in the manufacturer's own plant from resin of the same specification from the same raw material. The pipe shall be homogeneous throughout and free of visible cracks, holes, foreign inclusions, or other deleterious defects, and shall be identical in color, density, melt index, and other physical properties. The polyethylene resin used shall have all ingredients pre compound prior to extrusion of pipe, in plant blending is not acceptable. The Engineer may request, as part of the quality control records submittal, certification that the pipe produced 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 standazds 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 properties of the materials supplied under th' have them tested by an independent laboratory. 46.1.4 REJECTION IJ , ' ' ' �I � ' ' ' � � ' request certified lab data to verify the physical ' is speci�fication or may take random samples and Polyethylene pipe and fittings may be rejected for failure to meet any of the requirements of this specification. 46.2 PIPE DIMENSIONS Pipe supplied under this specification shall have a nominal IPS (Iron 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 construction plans and/or the scope of work. SectionN.doc Page 94 of 128 5/15/2012 � ' , ' , , , , , LJ � ' ' ' ' ' Section N — Technical Specifications 46.3 CONSTRUCTION PRACTICES 46.3.1 HANDLING OF PIPE Pipe shall be stored on 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 accordance with the pipe manufacturer's recommendations. The handling of the pipe should be done in such a manner that it is not damaged by dragging over sharp objects or cut by chokers or lifting equipment. 46.3.2 REPAIR OF DAMAGED SECTIONS 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 undamaged portions of the pipe shall be rejoined using the butt fusion joining method. 46.3.3 PIPE JOINING Sections of polyethylene pipe should be joined into continuous lengths on the job site above ground. The joining method shall be the butt fu'sion method 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 conditions 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 so to avoid damage to the pipe. When lifting fused sections of pipe, chains or cable type chokers should be avoided. 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. 46.4 SLIPLINING PROCEDURE � 46.4.1 PIPE REQUIREMENTS AND DIMENSIONS , ' ' � � �� ' The liner(s) to be slip lined into the existing storm sewer shall have the following sizes: 12-inch diameter liner (SDR 26) into 15-inch existing sewer. 16-inch diameter liner (SDR 26) into 18-inch existing sewer. 18-inch diameter liner (SDR 26) into 21-inch existing sewer. 21 %2-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 or insertion of the polyethylene liner. Cleaning can be accomplished with a high velocity cleaner, a bucket and scrapper, root saws, corkscrews, and rodding or balling units. The method used will be determined by the condition of the existing line. Final cleaning may be required prior to inserting the liner. SectionIV.doc Page 95 of 128 5/15/2012 Section IV — Technical Specifications 46.4.3 INSERTION SHAFT AND EXCAVATIONS All excavations shall conform to OSHA requirements and any additional requirements as set by the specifying engineer or his representative. Insertion shaft excavations sha11 coincide with points requiring removal of obstructions or shall be determined by the engineer. An entry slope grade of 2 1/2:1 maximum shall be used to provide a safe bending radius for the polyethylene. The bottom 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 should be at least twelve times the diameter of the liner being inserted. The width of the shaft should be as narrow as possible. The required width will depend on the location, type of soil, depth of the existing sewer line and the water table. 46.4.4 tNSERTION OF THE LINER After completion of the access shaft, the top half of 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 of the liner pipe. A cable shall be connected to the pulling head so that the liner pipe can be pulled into the existing sewer. Power winches used for pulling in long lengths of polyethylene liner pipe shall be rated equal to the project requirements. Once started, the pulling operation should continue to completion. Insertion is normally done at about a slow walking speed. After insertion, a mizumum of 12 hours shall be allowed for the liner pipe to reach equilibrium with the sewer temperature and to allow the liner pipe to stress relieve itself. The polyethylene liner pipe should protrude at least 6 inches into the manhole where it terminates. After the 12-hour equilibrium period, the annular space between the original pipe and the liner shall be pressure grouted. Said grouting must be from the bottom up to prevent air pockets from fornung. Also the grout must be recommended for underwater application and have elastomeric 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 must be used to prevent displacement. The length of fused pipe that can be pulled will vary depending on field conditions, the ease of access to the area, and the working space available. 46.4.5 CONFIRMATION OF PIPE SIZES The Contractor shall be solely responsible to confirm all pipe sizes prior to ordering, fusing and installation of the liner. 46.4.6 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 reconnected to the liner pipe. SectionIV.doc Page 96 of 128 5/15/2012 �� 0 ' � LJ � � ' ' � , � ' � CI � L_ l � C� I � � � J � � r � � ' ' Section N — 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 when 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 connections 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 responsibility of the contractor to contact the various utility companies and to determine 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/or storage areas will be ananged 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 contractor will be expected to remove the obstruction and clear the pipe. If removing the top of the existing pipe will accomplish the removal of the obstruction, the bottom of the existing pipe should remain in place to form a cradle for the liner. 46.4.9 CLEAN UP OPERATIONS All materials not used in the backfilling operation shall be disposed of of� site by the contractor. Finish grading shall be required. In locations other than street right-of-ways, the surface sha11 be graded smooth and sodded with the sazne kind of grass as the existing lawn. Excavation points in street right-of-ways shall be repaired as specified by the engineer. ' 47 47.1 � ' SPECIFICATIDNS FOR POLYVINYL CHLORIDE RIBBED P1PE SCOPE This specification designates general requirements for unplasticized polyvinyl chloride (PVC) plastic (spiral wound) pipe with integral wall bell and spigot joints for the conveyance of storm water. 47.2 MATERIALS , All pipe and fittings shall be manufactured and tested in accordance with specification for "Poly (Vinyl Chloride) (PVC) Large Diameter Ribbed Gravity Storm Sewer Pipe and Fittings Based on Controlled Inside Diameter". � ' , ' The pipe and fittings shall be made of 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 spigot. Sizes and dimensions shall be as shown in this specification. SectionIV.doc Page 97 of 128 5/15l2012 Section IV —Technical Specifications Standard laying lengths shall be 13 ft. + 1 inch. At manufacturer's option, random lengths of not more than 15% of total footage may be shipped in lieu of standazd lengths. 47.4 JOINING SYSTEM Joints shall be either an integral bell gasketed joint. 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 sha11 be as manufactured and furnished by the pipe supplier or approved equal and have bell and/or spigot configurations compatible with that of the pipe. 48 GUNITE SPECIFICATIONS 48.1 PRESSURE INJECTED GROUT Pressure injected grout shall be of cement and water and shall be proportioned generally in the ratio of 1.5 (one and one hal fl 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 is necessary to provide penetration in the operator's judgznent. Cement shall be Portland Cement conforming to all of the requirements of the American Society for Testing Materials Standard Specifications, latest edition serial designation C 150 for Portland Cement, Type I. Portland Cement shall weigh not less than 94 pounds 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 pressure to penetrate the area. All pressure grouting will be at the direction of the Engineer. 48.2 REHABlLITATION OF CORRUGATED METAL PIPE WITH GUNITE Guniting shall conform to all requirernents of "Specifications for Materials, Proportioning, and Application of Shotcrete (ACI 506.2 77)" published by the American Concrete Institute, Detroit, Michigan, except as modified by those specifications. Steel reinforcement shall be incorporated in the Gunite as required and shall be furnished, bent, set and placed in accordance with the provisions of these specifications. The purpose of this specification is to obtain a dense and durable concrete having the specified strength. 48.3 COMPOSITION Gunite shall be composed. of Portland Cement, aggregate and water so proportioned as to produce a concrete suitable for pneumatic application. SectionlV.doc Page 98 of 128 5/15/2012 ' � C ' , � � � ' ' � � � , ' � � � ' � � Section N — Technical Specifications 48.4 STRENGTH REQUIREMENTS Concrete ingredients shall be selected, proportioned in such a manner as will produce concrete � which will be extremely strong, dense and resistant to weathering, and abrasion. Concrete shall have a minimum 28-day strength of 4,000 psi. � 48.5 MATERIALS Portland Cement: Cement shall be Portland cernent conforming to aIl of the requirements of the American Society for Testing Materials Standard Specifications, Latest Serial Designation C150 for Portland Cement, Type I. A bag of cement sha11 be deemed to weigh not less than 94 pounds per cubic foot. � 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 Standard Specifications, Latest Serial Designation C33 for Concrete Aggregates. � � � � � � � � Fine aggregate shall not contain less than 3% nor more than 6% of moisture. Fine aggregate shall be evenly graded from fine to coazse 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 No. 50 Sieve Passing No. 100 Sieve 48.6 WATER 100% 95% to 100% 80% to 100% 50% to 85% 25% to 60% 10% to 30% 2% to 10% Water used in mixing, at the nozzle shall be fresh, clean, and free from injurious amounts of oil, acid, alkali, vegetable, sewage, andJor organic matter. Water shall be considered as weighing 8.33 pounds per gallon. 48.7 RElNFORCEMENT Steel mesh reinforcement shall be electrically welded, cold drawn, mild steel fabric confornung to the latest requirements of ASTM Standard Specifications, Serial Designation A 185 for Welded Steel Wire Fabric for Concrete Reinforcement. Mesh can be fabricated from cold drawn steel wire 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 absorption of moisture. It shall be stored in a manner that will permit easy access for inspection and identification of each shipment. � , 1 Aggregate shall be stockpiled at points selected to provide maximum drainage and to prevent the inclusion of any foreign material during rehandling. SectionN.doc Page 99 of 128 5/15/2012 Section N — Technical Specifications 48.9 SURFACE PREPARATION Unsound materials of conshuction and all coated, scaly, or unsound 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 formation that their sides form approximately a 45 degree angle to the exposed surface for at least one (1) inch in depth. All azeas to receive pneumatic concrete shall be cleaned by flushing or scouring with water and compressed air jets to assure removal of a11 loose particles. All areas of 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 not be less than 50 psi. Surface prepazation of existing metal surface of a corrugated pipe shall be lightly sandblasted to remove loose material. All sandblasted areas shall then be cleaned by an air/water blast to remove all particles from the cleaning operation. To insure perfect bond, the newly sandblasted surface shall be thoroughly moistened with water prior to application of gunite. In no instance shall gunite be applied in an area where free running water exists. 48.10 PROPORTIONING Prior to start of guniting the Contractor shall submit to the Owner the recommended. mix as a ratio of cement to aggregate. Recommended mix shall be on the basis of test data from prior experience. Provided data submitted is adequate no further testing of recommended mix will be required. If required, the Contractor shall provide all equipment necessary to control the actual amounts of all materials entering into the concrete. The types of equipment and methods used for measuring materials shall be subject to approval. 48.11 MIXING Gunite shall be thoroughly mixed by machine and then passed through a sieve to remove all large particles before placing in hopper of 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 cleaned thoroughly enough to remove all adherent materials from the mixing vanes and from the drum at regular intervals. Water in any amount shall not be added to the mix before it enters the cement gun. Quantities of water shall be controlled by a valve at the nozzle of the gun. Water content shall be adjusted as required for proper placement, but shall in no case exceed four gallons of water per sack of cement, including the water contained in the aggregate. Remixing or tempering shall not be permitted. Mixed material that has stood 45 minutes 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 during freezing weather. Gunite shall not be placed when it is anticipated that the temperature during the following 24 hours will drop below 32 degrees, Fahrenheit. Sequence of application may be from bottom to top or vice versa if rebound is properly removed. Corners shall be filled first. "Shooting" shall be from an angle as neaz perpendicular to the SectionIV.doc Page 100 of 128 5/15/2012 � � � � � � � � � � ,� � � � ' � # � � u I� � i ' � � �� � f_! i � � Section N — Technical Specifications surface as practicable, with the nozzle held approximately 3 feet from the work (except in confined control). If the flow of 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 conected. 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 or more layers to such total thickness as required to restore the area as detailed over the original lines of the adjoining surface, unless otherwise specified. All cavities, depressions, washouts and similar 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 rnesh be placed behind existing reinforcement. 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 iilm of laitance in order to provide a perfect bond with succeeding applications. 48.13 CONSTRUCTION JOINTS Construction joints or day's work 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 jet. 48.14 SURFACE FINISH Nozzleman shall bring the gunite to an even plane and to well formed comers by working up to ground wires or other guides, using lower placing velocity than normal. A.fter the body coat has been placed, the surface shall be trued with a thin edge screed to remove high azeas and expose low areas. Low areas shall be properly filled with concrete 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. 48.16 ADJACENT SURFACE PROTECTION During progress of the work, where appearance is important, adjacent areas or grounds which may be permanently discolored, stained, or otherwise damaged by dust and rebound, shall be adequately protected sensitive areas, when contacted, shall be cleaned by early scraping, brushing or washing, as the surroundings permit. SectionIV.doc Page 101 of 128 5/15/2012 Section N — Technical Specifications 48.17 INSPECTION Because of the impartance of workmanship 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.'t8 EQUIPMENT Cement Gun: The mixing and delivering equipment shall be either the vertical double chamber type or rotary type. The upper chamber of the double chamber type shall receive and pressurize 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 enlazged hopper to feed material into a rotating multiported cylinder. Material shall fall by gravity into a port which shall then be rotated to 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 interior of drums, feed gearing and valves shall be cleaned as often as necessary (at least once every 8 hour shift) to prevent material from caking on critical parts. Nozzle: Nozzle shall be the premixing type with perforated water feed ring inside the nozzle. The maximum length of material hose for the application of gunite shall be approximately 150 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 increased to maintain proper velocity. The following table gives requirements for compressor size, hose size and air pressure using 150 feet of material hose: Comp. Cap Max. Hose Dia. Maz. Size Nozzle Min. Air Press. (cfm) (In.} (In.) (psi) 365 1 5/8 1 5/8 60 600 2 2 80 750 2 1/2 2 1/2 90 For each 25 feet of material hose used in excess of 150 feet, the required air pressure shall be increased by 5 psi. Au Compressor: Any standazd type of compressor shall be satisfactory if it is of sufFcient capacity to provide, without interruption, the pressures and volume 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 discharge nozzle should be sufficiently geater than the operating air pressure to assure the water is intimately mixed with the other materials. If the line water pressure is inadequate, a water pump or pressurized tank shall be introduced into the line. The water pressure sha11 be uniformly steady (nonpulsating). SectionN.doc Page 102 of 128 5/152012 � lJ ' , � � � � � � � � � � ,� Section IV — Technical Specifications 49 SANITARY AND STORM MANHOLE LINER RESTORATION 49.1 SCOPE AND INTENT It is the intent of this portion of the specification to provide for the structural rehabilitation of manhole walls and bases with solid 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 Contractor shall comply with manufacturer's instructions and recommendations for work. Purpose of work is to eliminate infiltration, provide corrosion protection, 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 of such work shall be included in the � pay item per linear foot of liner: Bypass pumping; Tr�c Control; Debris Disposal; Excavation, including necessary pavement removal; Shoring and/or dewatering; Structural fill; Backfill and compaction; Grout and mortar; Brick; Resetting of the manhole ring and cover; Pipe extensions � 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 for a complete and operable system. � r � � � � � � 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 to be of the integral corbel design unless otherwise stipulated. Manhole liners are to be as large in diameter as will fit into the existing manhole. The contractor shall measure the existing manhole immediately prior to ordering materials and is solely responsible for the fitting of the liner. Contractor will be required to submit factory certification 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 two 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. SectionN.doc Page 103 of 128 5/15/2012 Section N — Technical Specificarions 49.3.2 lNSTALLATION AND EXECUTION Excavate an azea around the top of the existing manhole sufficiently wide and deep for the removal of the manhole ring and corbel section. Remove the frame and cover and corbel section without damaging the existing manhole walls. Care is to be taken not to allow brick or soil to fa11 into the existing manhole. Remove or reinsert loose brick which protrude more than one inch from the interior wall of the manhole and which could interfere with the insertion of 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 to the proper length. Cutouts in the manhole shall be made to accommodate 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 the outside of the liner and the inside wall of the existing manhole. Set the liner as nearly vertically as possible. Pour six inches of quick setting grout above the initial bottom seal in the annulaz void to insure an adequate bottom sea1. Bridge the gap from drops, laterals, force mains, cleanouts and all existing piping between the existing manhole wall and the new manhole liner with P.V.C. pipe. Use quick setting mortar to seal the area azound 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 manhole ring and cover using brick to make elevation adjustments as needed. Observe watertightness and repair any visible leakage. Backfill azound the new liner and compact the backfill. Sod the disturbed area. Match existing sod. Where manholes fa11 in paved azeas, disturbed base shall be replaced twice the original 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 monolithic 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 must 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 cementitious 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 unsound material. SectionN.doc Page 104 of 128 � � � � � � I] � � � � S/15/2012 � � � � � � l� � � , � � � , � � u Section N — Technicai Specifications 3. The spray application of a pre blended cementitious mix to form a monolithic liner in a 2 coat application. 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. Compressive Strength (ASTM C-109) 15 miri., 200 psi 6 hrs., 1,400 psi 2. Shrinkage (ASTM C-596) 28 days, 150 psi 3. Bond (ASTM C-952) 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 ihe manufacture's recommendations and shall have the following minimum requirements: 1. Compressive strength (ASTM C-109) - 600 psi, 1 hr.; 1000 psi 24 hrs. 2. Bond (ASTM C-952) - 30 psi, l hr.; 80 psi, 24 hrs. 49.6 GROUTING MIX � Strong-Seal Grout shall be used for stopping very active infiltration and filling voids according to the manufacture's recommendations. The grout shall be volume stable, and have a minimum 28 day compressive strength of 250 psi and a 1 day strength of 50 psi. 49.7 LtNER MIX Strong Seal MS 2 shall be used to form the monolithic liner covering all interior manhole 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. Flexu.ral strength (ASTM C 78) 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 Product must be factory blended requiring only the addition 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 foot. Fiberglass rods which aze contained in the product shall be alkaline resistant and shall be l/2" to 5/8" long with a diameter of 635 to 640 microns. Products shall, in the un mixed state, have a lead content not greater than two percent (2%) by weight. SectionN.doc Page 105 of 128 5/15/2012 Section N — Technical Specifications Strong Seal MS 2C shall be made with Calcium Aluminate Cement and shall be used according to the manufacturer's recommendations in applications where there is evidence of severe sulfide conditions. Product must be factory blended requiring only the addition of water at job site. Bag weight shal2 be 50-51 pounds and contents must have a dry bulk density of 50 56 pounds per cubic foot. � Cement content must be 65%-75% of total weight of bag. One bag of product when mixed with conect amount of water must have a wet density of 95 108 pounds per cubic foot and must yield a minimum of .67 cubic foot of volume. Fiberglass rods must be alkaline resistant with rod lengths not less than 1/2" in length nor greater than 518" in height. Product shall not include any basic ingredient that exceeds maximum allowable EPA limit for any heavy metal. Manufacturer must provide MSDS sheets for product(s) to be used in reconstruction process. A two coat application of liner material will be required (no exceptions) with the first coat rough troweled to force materials into cracks and crevices to set the bond. The second coat to be spray applied to assure minimum 1/2" thickness after troweling or brush finishing to a relatively smooth finish. 49.8 WATER Shall be clean and potable. 49.9 OTHER MATERIALS No 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 optimized 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 storage and metering system. Mixer and pump is to be hydraulically powered. Equipment is to be mounted to heavy duty construction tandem axle road worthy trailer complete with electric brakes and running lights. Internal combustion engine must be included to power the hydraulic system and air compressor. 49.11 INSTALLATION AND EXECUTION 49.11.1 PREPARATION 1. Place boazds over inverts to prevent extraneous material from entering the sewer lines and to prevent up stream line from flooding 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 proh-uding brick, mortar and SectionN.doc Page 106 of 128 5/15/2�12 � �� � � � � � � i � � � , � � � � � Section N — Technical Specifications concrete shall be removed using a mason's hammer and chisel and/or scraper. Fill any large voids with quick setting patching mix. 3. Active leaks shall be stopped using quick setting specially formulated mixes according to the manufacturer's recommendations. Some leaks may require weep holes to localize the infiltration during the application 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 order to pressure grout using a cementitious grout. Manufacturer's recommendations shall be followed when pressure grouting is required. 4. Any bench, invert or service line repairs shall be made at this time using the yuick setting mix and following the manufacturer's recommendations. 5. After a11 preparation has been completed, remove all loose material. 49.11.2 MIXING � For each bag of product, use the amount of water specified by the manufacturer and mix 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 nozzleman can spray in a continuous manner without interruption until each application is complete. � � � � � � �_ 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 uniform thickness to insure that all cracks, crevices and voids are filled and a somewhat smooth surface remains after light troweling. The light troweling is performed to compact the material into voids and to set the bond. Not before the first application has begun to take an initial set (disappearance of surface sheen which could be 15 minutes to 1 hour depending upon ambient conditions) 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 to 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 sha11 be followed whenever more than 24 hours have elapsed between applications. The wooden bench covers shall be removed and the bench is sprayed such that a gradual slope is produces from 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 circumference of the intersection. The fmal application shall have a minimum of four (4) hours cure time before being subjected to active flow. 49.11.4 PRODUCT TESTING At some point during the application, at least four (4) 2 inch cubes may be prepared each day or from every 50 bags of product used, identified 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 for curing so long as the manhole is covered. It is imperative that the manhole be covered as soon as possible after the application has been completed. � SectionN.doc Page 107 of 128 5/15/2012 � Section N — Technical Specifications 49.11.6 MANHOLE TESTING AND ACCEPTANCE Manhole may be vacuum tested from the top of manhole frame to the manhole base. All pipes entering the manhole shall be plugged, taking 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 of inercury shall be drawn and the vacuum pump shut off. With the valves closed, the time shall be measured for the vacuum to drop to nine (9) inches. The manhole shall pass if the tirne is greater than sixty (60) seconds for 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 satisfactory test is obtained. Tests shall be performed by the Contractor under the direction of the Project Engineer. 49.12 INNERLINE ENVIRONMENTAL SERVICES LINER PRODUCT SYSTEM 49.12.1 SCOPE Materials and application procedures for manhole rehabilitation for the purpose of restoring structural integrity, providing corrosion resistance, and stopping infiltration by means of l. 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 wa11 of manhole to fill voids and/or b. Hydrophilic gel-injected through wa11 of manhole to stop active leaks 3. Cementitious waterproofing with crystallization (negative side waterproofing) 4. Calcium aluminate cement lining, minimum of 1/2 inch 5. Epoxy coating, minimum 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 minor leaks and to instantly stop major leaks, so that further waterproofmg processes may proceed unhindered. The repairing cement shall be nonshrinking, nonmetallic, and noncorrosive. The compound shall have the following properties: Set Time Tensile Strength ASTM C 307 Compressive Strength ASTM -C 109 SectionN.doc 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 108 of 128 � � � � � � J � � � � � 1_� 5/IS/2U12 � r � ' � Section N — Technical Specifications Flexural Strength ASTM C 78 49.12.2.2 HYDROPHILIC GROUTING 1 day 410 psi 3 days 855 psi 28 days 1,245 psi � Based on conditions found in and around the manhole, the applicator shall pressure inject either one or both of the following materials: 1. An expansive foam grout shall be used to stop major intrusion of water and fill cracks in , and voids behind the structure's surface. Physical properties are as follows: �� Tensile Strength Elongation Bonding Strength 380 psi ASTM D 3574-86 400% ASTM D 3574-86 250-300 psi 2. A hydrophilic gel grout shall be used for soil stabilization behind the manhole-to prevent � seepage, to provide a damming effect, and to place a hydrostatic barrier around exterior of manhole. Physical properties are as follows: � � �� �� � Density Tensile Strength Elongation Shrinkage ToxiciTy 49.12.2.3 WATERPROOFING 8.75-9.171bs/gal 150 psi 250% Less than 4% Non Toxic ASTM D-3574 ASTM D- 412 ASTM D-3574 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 to seal and stop leakage caused by hydrostatic pressure. A combination of five coats (using three components-two powders and a special liquid) react with moisture and the constituents of the substrate to form the crystalline structure. It becomes an integral part of the structure and blocks the passage of water. With moisture present, the crystallization process will continue for approximately six months. Upon completion the color 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 � � Permeability (3 day cure) CRD 48 55 49.12.2.4 CEMENT LINING 380 psi (2.62 MPa) 325 psi (2.24 MPa) 8.1x10 llcm/sec to 7.6x10 cm/sec at 100% RH at 50% RH A self bonding calcium aluminate cement shall be applied to restore structural integrity and � provide corrosion resistance qualities. The cement (before adding fibers) shall have the following properties: , Calcium Aluminate Cement 12 Hrs 24 Hrs 7 Days 28 Days SectionIV.doc Page 109 of 128 5/15/2012 � Section N—Technical Specifications Astm C 495 Compressive Strength, Psi 7000 11000 12000 13000 Astrn C 293 Flexural Strength, Psi 1000 150U 1800 2000 Astm C 596 Shrinkage At 90%Humidity -- <0.04 <0.06 <0.08 Astm C 666 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 yazd of 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 color. 49.12.2.5 EPDXY COATING A high build, flexible waterproofing epoxy shall be applied to a minimum of 30 dry mils. This epoxy will seal structure from moisture and provide protective qualities to the surface, including excellent resistance to chemical attack and abrasion. The epoxy shall be 100% solids, can be applied to damp surfaces, cures to a tile like finish, is easy to clean, and has no toxic fumes. Its uses include sewage treatment plants and other sewer structures. The epoxy shall have the following properties at 75 degrees F: Mixing Ratio (Parts A:B), by volume Color (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 RESISTANCE 1:1 Light Gray 2,000 10 20 5 1,800 Alcohols, Trichloroethylene, Nitric Acid (3%), Jet Fuels, Water, Sulfuric Acid (3% 10%), MEK, Wine, Butyl Acetate, Beer, Lactic Acid (3%), Gasoline, Com 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 Work shall proceed as follows: 1. Remove rungs (steps), if desired by client. 2. Clean manhole and remove debris. SectionN.doc a. Plug lines andJor screen out displaced debris. b. Apply acid wash, if necessary, to clean and degrease. c. Hydroblast and/or sand blast structure. Page 110 of 128 � � � � � � � � � � � � � 5/15/2012 � � � � Section N — Technical Specifications d. Remove debris from work area. 3. Repair minor defects in walls, benches, and inverts, as required, with repairing cement. (Note: Major structural repairs, such as rebuilding of 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 waterproofing 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 of at least twenty-four hours for needed adhesion of epoxy (Step 7) to cement lining. 49.12.3.2 PREPARATION An acid wash sha11 be used (if needed) to clean and degrease. Then, if the client desires, the rungs sha11 be removed. Next, the entire structure is thoroughly water and/or sand blasted to remove any loose or deteriorated material. Caze 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 prepazed surface to fill cracks and voids in structure. Allow twenty (20) minutes before applying waterproofing/crystalliza.tion. 49.12.3.4 INFILTRATION CONTROL Pressure injection of hydrophilic gel and hydrophilic foam. 1. Drill 5/8" holes through active leaking surface. 2. Install all zert fittings, as recommended by manufacturer. 3. Inject material until water flow stops. 4. Remove fittings (if necessary). 49.12.3.5 WATERPROOFINGICRYSTALLIZATION PROCESS 1. Apply a slurry coat of powder #1 to moist wall using a stiff brush, forming an undercoat. 2. Apply dry powder #2 to slurry coat by hand. 3. Brush or spray on sealing liquid during the application to penetrate and initiate the crystal forming process. 4. Repeat steps 2 and 3, until there are no visible leaks. 5. Apply powder #1 as an overcoat. 6. Allow one (1) hour to cure before applying cement lining. SectionN.doc Page 111 of 128 5/15/2012 � Section N — Technical Specifications 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 more than 2 inches) has been achieved. 4. Trowel to smooth fmish, restoring contours of manhole. 5. Texture brush surface to prepare for epoxy finish. 6. Allow for a 24-hour cure time prior to epoxy coating. NOTE: If conditions of heavy humidity prevail, a dry air blower shall be used to 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 of 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. 49.12.3.8 CLEAN UP The work crew shall remove all debris and clean work azea. 49.12.3.9 MANHOLE TESTING AND ACCEPTANCE Manhole may be vacuum tested from the top of manhole frame to the manhole base. All pipes entering the manhole shall be plugged, taking caze 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 of inercury shall be drawn and the vacuum pump shut of� With the valves closed, the tune 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 for forry 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 satisfactory test is obtained. Tests shall be performed by the Contractor under the direction of the Project Engineer. 49.12.3.10 WARRANTY All materials and workmanship shall be warranted to the Owner for a period of five (5) years, provided that all the above mentioned repair steps are used. 50 PROJECT INFORMATION SIGNS This article deleted. See SECTION III, ARTICLE 23 — PROJECT INFORMATION SIGNS. 51 51.1 IN-LINE SKATING SURFACING SYSTEM SCOPE 1. These specifications pertain to the application of the Plexiflor Color Finish System over recreational areas intended for In-Line Skating activities. The materials specified in the SectionIV.doc Page 112 of 128 5/15/2012 i � ;� � L� � � � � ' � � � C� '� � � �� � � � � � � Section N — Technical Specifications site plans shall be of colors indicated and for application over the Plexipave Acrylic Latex System. 2. The work shall consist of 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 Coats of Fortified Plexipave • 2 Coats of Plexiflor • Plexicolor Line Paint � 51.2 SURFACE PREPARATIONS 51.2.1 ASPHALT Allow new asphalt to cure a minimunn of 6 months. The surface 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 PR4VIDE STEEL TROWEL � FINISH. DO NOT USE CURING AGENTS OR CONCRETE HARDENERS. Allow the concrete to cure a minimum of 30 days. Acid Etch the entire surface with Concrete Preparer according to California Specification Section 10.13. Check surface for birdbaths, cracks and � other irregularities and repair with Court Patch Binder according to California Specification Section 10.14. � � 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 Plexiflor Surfacing System. The mix shall be applied according to California Specification Section 10.8 using the following mix: LJ � � � ' Acrylic Resurfacer Water (Clean and Potable) Sand (60-80 mesh) Liquid Yield 55 gallons 20-40 gallons 600-900 pounds 112-138 gallons 2. Over asphalt surfaces, apply the Acrylic Resurfacer Mix in one or two coats (depending on surface porosity) at a rate of .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 SectionIV.doc Page I13 of 128 5l15/2012 Section IV — Technical Specifications must be applied within 3 hours of the TiCoat 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 .QS-.07 gallons per square yard per coat. 51.4 APPLICATION OF FORTIFIED PLEXIPAVE After the 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 Base Plexichrome Water 51.5 PLEXIFLOR APPLICATION 30 gallons 20 gallons 20 gallons 1. Plexiflor is factory premixed and ready to use from the container. The material may be diluted with one (1 ) part water to six (6) parts Plexiflor to improve flowability and provide uniform application. 2. Apply two coats of Plexiflor at a rate of .04-.OS gallons per square yard per coat. 3. Plexiflor is applied (in a similar manner to Plexipave) in windrows on the surface with sufFicient quantity to cover as the squeegee is pulled over the surface. Apply only light pressure to the squeegee. Do not allow ridges to form between passes of the squeegee. Ridges existirig after material dries should require corrective action. 4. Plexiflor and its preliminary coatings should be allowed to thoroughly dry prior 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 specified by The National In-Line Hockey 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 regulations. 2. Materials specified for the Plexiflor System shall tee delivered to the site in sealed, property labeled arums with California Products Corporation labels that aze stenciled with the proper batch code nuxnbers. Products packaged or labeled in any other manner will not 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 hwnaidiTy is imminent. 3. Do not apply when surface is damp or has standing water. SectionIV.doc Page 1 l4 of 128 , � � � � , ' � � � �I � � � 5/15/2012 , � ' � �� � � � i ' ' , ' �' � � � � � � LJ � ' Section N — Technical Specifications 4. Plexiflor will not hide surface imperfections of previous coatings. 5. Keep from freezing. Do not store in the hot sun. 6. Keep containers tightly closed when not in use. 7. Plexiflor will not prevent substrate cracks from occurring. 8. Plexiflor will mark slightly from normal use of some In-line Skates. 9. Coefficient of friction = 0.'78 10. Coating Application Drying Time: 30 minutes to 1 hour at ?0°F with 60% relative: humidity. 11. Keep court clean. Excess dirt or foreign material can cause the surface to be slippery. In-Line hockey is a physical sport. Always wear rTIHA recommended protective gear. 52 RESIDENT NOTIFICATION OF START OF CONSTRUCTION This article deleted. See SECTION III, ARTICLE 22 - RESIDENT NOTIFICATION OF START' OF CONSTRUCTION. 53 GABIONS AND MATTRESSES 53.1 MATERIAL 53.1.1 GABION AND RENO MATTRESS MATERIAL 53.1.1.1 PVC COATED WIRE MESH GABIONS & MATTRESSES Gabion & mattress basket units sha11 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 of 0.1063 inches (approx. US gauge 12). All wire used in the fabrication of the gabion shall comply with or exceed Federal. Specifications QQ-W 461H, possess a maximutn tensile strength of 70,000 p.s.i. with a Finish 5;, Class 3 zinc coating in accordance with the current ASTM A-641. The weight of zinc coating; shall be determined by ASTM A-9Q. The grade of zinc used for coating shall be High Crrade .or Special High Grade, as prescribed in ASTM B-6, Table 1. Uniformity of coating shall equal or exceed four 1-minute dips by the Preece test, as determined by ASTM A-239. The PVC coating shall be extruded and adhere to the wire core prior to weaving. The PVC'. coated wire sha11 be woven into a double twisted hexagonal mesh having uniform openings of 3 1/4 inches by 4%2 inches. The overall diameter of the mesh wire (galvanized wire core plus PVC' coating) shall be 0.146 inches. Selvedge and reinforcing wire shall be of heavily galvanized wire: core, 0.1338 inches in diameter (appmx. 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 strength (75,000 PSI max), heavily galvanized wire core, 0.087 inches in� diameter (approx. US gauge 13 %z), coated with PVC and having an overall diameter (galvanized� wire core plus PVC coating) of 0.127 inches. The use of altemate 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 lbs. per linear foot while remaining in a locked and closecl condition. Properly formed interlocking fasteners shall be spaced from 4 to 6 inches and have a minimum 3/4 square inch inside area to properly confine the required selvedge wires. Tiger-Tites SectionN.doc Page 115 of 128 5/15/201:! Section N—Technical Specifications Interlocking Fasteners aze an approved alternate joint material. The Interlocking Wire Fastener shall meet stainless steel material specification ASTM A-313, Type 302, Class 1, or equal. All of the above wire diameters aze subject to tolerance limit of 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 from exposure to light, immersion in salt or polluted water and shall not show any material difference in its initial compound properties. The PVC compound is also resistant to attack from acids and resistant to abrasion. 1. Specific Crravity: 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; not less than 2980 psi. ' 3. Modulus of Elasticity: a. According to ASTM D-412; not less than 2700 psi at 100% strain. 4. Resistance to Abrasion: a. According to ASTM 1242; weight loss <12% (Method B). 5. Brittleness Temperature: a. According to ASTM D-746, Procedure A; shall be at least 8.3 degrees centigrade below the minimum temperature at which the gabions will be handled or placed but not lower than -9.4 degrees centigrade. 6. Hardness: a. According to ASTM D-2240; shall be between 50 and 60 Shore D when tested. 7. Creeping Corrosion: a. M�imum conosion penetration to the wire core from a square cut end section shall not be more than 25mm when the specimen has been immersed for 2000 hours in a 50% SOLUTION HC 1(hydrochloric 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}. Period of test = 3000 hours at 63 degrees centigrade. SectionN.doc Page 116 of ]28 5/15/2012 ' ' � Section IV — Technical Specifications 3. Exposure to high temperature: a. Testing period: 240 hours at 105 degrees centigrade, when tested in accordance with ASTM D- 1203 and ASTM D-2287. 53.1.1.4 PROPERTIES AFTER AGING TESTS � After the above Accelerated Aging Tests have been performed, the PVC compound shall exhibit the following properties: ' � , , � � , � I 1. Appeazance: 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 6% of its initial value. 3. Durometer Hardness: a. 5ha11 not show change higher than 10% of its initial value. 4. Tensile Strength: a. Shall not show change higher than 25% of its initial value. 5. Elongation: a. Shall not show change higher than 25% of its initial value. 6. Modulus of Elasticity: a. Shall not show change higher than 25% of its initial value. 7. Resistance to Abrasion: a. Shall not show change higher than 10% of 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 oY� supplier for examination and testing by the Engineer. The stone shall have a minimum specific � gravity of 2.3 and be of a quality and durability suf�icient to insure permanency in the structure. The individual stones shall be free of cracks, seams, and other defects that would tend to promote: deterioration from natural causes, or which might reduce the stones to sizes that could not be: , retained in the gabion or mattress baskets. The stone sha11 meet the following physical requirements: ' • Absorption, maximum 5% • Los Angeles Abrasion (FM l OT096), m�imum loss 45% • Soundness (Sodium Sulphate), (FM 1-T104), m�imum loss 12% � SectionIV.doc Page 117 of 128 5/]5/2011 ' Section IV — Technical Specifications • Flat and elongated pieces, materials 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 lazgest 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 AST'M A 641, Table 1. The minimum weight of the zinc coating shall be 0.70 ozs./sq. ft. for the 0.0866 inch wire used for mesh and lacing and 0.80 ozs./sq. ft. for the 0.106 wire used for 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 around a cylindrical steel mandrel having a diameter 3 times the nominal wire diameter being tested. After the wrap test is completed, the wire shall not e�ibit any cracking or flaking of the zinc coating to such an extent that any zinc can be removed by rubbing with bare fingers. 53.1.4 GEOTEXTILE FABRIC 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 on 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 of 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 gabion in such a manner that the strength and flexibility at the connecting point is at least equal to that of the mesh. Where the length of the gabion and mattress exceeds one and one-half its horizontal 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 position 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 looped 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 according to the contract drawings 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 gabions placed on top of a filled line of gabions shall be tightly wire to the latter at front and back. SectionN.doc Page 118 of 128 5/IS/2012 � �' ' , � , �� � � � � 1 � � ' � � ' , � � , � , � i � � � , , � l� , � � Section IV — Technical Specifications To achieve better alignment and finish in retaining walls, gabion stretching is recommended. Connecting wires shall be inserted during the filling operation in the following manner: Gabions shall be filled to one third full and one connecting wire in each direction shall be tightly tied to� opposite faces of each cell at one 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 prepared to a relatively smooth 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 work, or backfill shall be: replaced or repaired to the satisfaction of the Engineer at the contractor's expense. The work: shall be scheduled so that the fabric is not exposed to ultraviolet light more than the; manufacturer's recommendations or five days, whichever is less. 54 54.1 LAWN MAINTENANCE SPECIFICATIONS SCOPE To remove trash and debris from landscape and paved area; maintenance and fertilization of plant beds and landscape materials; maintenance, repair, and operation of irrigation systems; ornamental pest control; palm pruning; maintenance of traffic; and the cleaning of hard surfaces, at designated areas. The Contractor is to work with the City in coordinating 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: • Traffic safety and Maintenance of Traffic; • Trash and debris removal from the job site; • Remaval of weeds in landscaped areas and hard surfaces; • Proper trimming and pruning of landscape plants and palms; • Proper 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 job site. 54.2 SCHEDULING OF WORK The Contractor(s) shall accomplish all landscape maintenance required under the contract. between the hours of 6:30 a.m. and 7:00 p.m. Monday through Saturday, excluding observed. holidays. 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 leaving the job site. SectionlV.doc Page 119 of 128 5/15/2012; Section N — Technical Specifications 54.3 WORK M ETHODS 54.3.1 MAINTENANCE SCHEDULING The Contractor(s) will adhere to a work 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 other party. 54.3.2 DUTIES PER SERVICE VISIT The contractor(s) shall provide the following service at each scheduled visit to 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 requirement of the contractor. Extraordinary amounts 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 encowntered. Bids for the extraordinary cleanup from the contractor would be considered. 54.5 VISUAL CHECK The site should be checked for irregularities, such as irrigation leaks, vehicle damage, dead or damaged plant material, vandalism, etc., which should be reported to the City within 24 hours after providing the service. 54.6 PLANT TRIMMING AND PALM PRUNING All plant material should be trimmed 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 promote fullness of the plants, while maintaining height restrictions in Clear Sight Zones as established on the landscape plans. Plants shall be kept trimmed to the back of curb. Brown foliage shall be removed from Liriope. Palm pruning to be performed at least once per year, preferably in late June or July following 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 pnming 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 to be removed from the job site and disposed of by the contractor. Work sites should be left in a clean and neat appearance upon completion. SectionIV.doc Page 120 of l28 5/l5/2012 � ' � LJ � � �� � ' � t_ I � , ' � � , �� � , � , ' ' ' , � � ' � Section IV — Technical Specifications 54.9 TRAFFIC CONTROL Proper and safe work zones in vehicular tr�c areas aze to be set up and maintained by the contractor, according to the attached Maintenance of Traffic specifications. 54.10 PEDESTRIAN SAFETY Contractor is responsible for maintaining safe work zones in areas where pedestrian and pazk users are present. The City reserves the right to limit the hours of operation in certain high pedestrian use areas. 54.11 PLANT FERTILIZATION All tree and plant material should be fertilized with the appropriate amount of 20-6-12 sulfwr coated, slow release, ornamental fertilizer, three times per year. Applications should be made in mid-February, early June, and mid-September, for the first two yeazs. 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 regulaz 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 damage to landscape material will be remedied by contractor at his/her expense. 54.13 MULCH COND1TlON Should be maintained 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. Timer 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 chazged at $20.00 or more must be approved in , advance by the city. Minor repairs, less than $20.00, should be billed to the City in addition to the monthly maintenance fee. � 54.15 LAWN AND ORNAMENTAL PEST CONTROL Should be performed by a properly licensed and certified 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. � ' � t 54.16 PALM FERTILIZATION Apply three pounds of Magnesium sulfate and one pound of Potassium evenly, per tree, across the root zone (iypically within the dripline), annually in early February. SectionIV.doc Page 121 of 128 5/15/2012 Section N — Technical Specifications 54.17 FREEZE PROTECTION The City will provide a freeze/frost protection fabric for the Contractor to 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 the sensitive plants, securely fastening edges of the material to the ground per manuiacturer's directions. The City will furnish metal pins needed for securing fabric to the ground. The City will notify the Contractor 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 removed the following afternoon or remain in place as directed by the City. The City shall notify the 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 compensated for the number of hours mobilization or on-site work at the contracted rate per man-hour unit price. The Contractor shall provide a unit price for the installation and removal of the covering fabric on a per event basis, as well as an hourly rate per employee required. The City and contractor will coordinate appropriate irrigation operations 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 irregulazity. Weekly visits should occur no closer than six and no further than ten calendaz days apart. 54.19 COMPLETION OF WORK Within 24 hours of completing work the contractor shall notify the supervisor assigned to monitor the contract either in person or by phone of said completion. It is acceptable to leave a phone message. However, 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 following business day. If, upon inspection, the work specified has not been completed, the City shall contact the Contractor to indicate the necessary corrective measures. The Contractor will be given 48 hours from this notification to make appropriate corrections. If the work has been completed successfully then the City will pay for services billed. 54.21 SPECIAL CONDITIONS 1. This location will be newly installed and under warranty by the installer for a six month period on plants and 12 month warranty on palms. Landscape installer will coordinate irrigation operation with the Maintenance contractor to assure adequate irrigation to the landscape materials. Installer will also be responsible for the untying of palm heads/fronds as he feels appropriate. 2. All listed acreage or square footage figures are estimates. SectionIV.doc Page 122 of ] 28 � � �� , � , , � � , i �_� , � � , ' 5/15/2012 � ' ' � Section IV — Technical Specifications 3. All maintenance shall be performed in a good and workmanlike manner, consistent with trade practic�s and standards which prevail in the industry. , 4. The Contractor shall be responsible for dannage to any plant material or site feature caused by the Contractor or his/her employees. The Contractor shall be notified in writing of the specific nature of the damage and cost of repair. The City shall, at its option, , invoice the Contractor for the payment, or reduce by the amount of the repairs the next regular payment to the Contractor. ' � 55 ' , � ' � 5. Occasionally circumstances (standing water, prolonged inclement weather, parked vehicles, etc.) may malce all or portions of a location unserviceable during the regular schedule. The Contractor shall notify the City Supervisor of such occurrences, and shall schedule to perform the required maintenance to the location as soon as the pertaining circumstances are relieved. MILLING OPERATIONS 55.1 EQUIPMENT, CONSTRUCTION & MILLED SURFACE Unless otherwise noted in the specs, plans or this A.rticle, the milling operation shall be performed in accordance with Section 327 of FDOT's Standard Specifications (latest edition}. The Contractor shall notify the Project Inspector a minimum of 24 hours in advance of all milling. 55.2 ADDITIONAL MILLING REQUIREMENTS If the milling machine is equipped with preheating devices, the contractor is responsible to secure any necessary permits, and for complying with all local, state and federal environmental regulations governing operation 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 azeas 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 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 to the roadways before leaving the job site. ' 4. In cases where concrete valley swales are present, the adjoining pavement shall be milled to allow for the new asphalt grade to be flush with the concrete surface. 5. The Contractor shall be responsible 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 removal shall be included in the bid item for milling. ' , ' � 6. All radius returns on streets to be milled shall also be milled unless otherwise directed by the Engineer, with payment 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 FDOT's 2000 Standard Specifications for S-Type resurfacing projects or Section 330 (latest edition} for 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. SectionN.doc Page 123 of 128 5/15/2012 Section N—Technical Specifications 8. Any roadway base material exposed as a result of the milling operation shall be primed that same day (unless otherwise directed by the Engineer) per Section 300 of FDOT's Standard Specifications (latest edition). Repairs required to said 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 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 sha11 be tacked after the milling operation is complete. 55.3 SALVAGEABLE MATERIALS All surplus existing materials resulting from milling operations sha11 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 property of the Contractor. The Contractor shall dispose of the material in a timely manner and in accordance with all regulatory requirements in areas provided by the Contractor at no additional 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 48 hours notice per State Statute). All utility adjustments shall be completed prior to the commencement of milling and resurfacing operations. 55.6 ADJUSTMENT OF UTILlTY MANHOLES The necessary adjustments of sanitary sewer and stormwater utility manholes and appurtenances shall be accomplished by the Contractor in accordance with Section IV, Article 23.7 of the City's Technical Specifications. 55.7 TYPES OF MILLING '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 the 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. curb 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. SectionN.doc Page 124 of 128 5/15/2012 ' � � � Section N — Technical Specifications 55.8 MILLING OF INTERSECTIONS Intersections, as well as other areas (including radius returns) aze 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. , ' �� I'� , � 55.9 BASIS OF MEASUREMENT The quantity to be paid for will be the azea 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 or 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, roots, vegetation, boulders, conduits, poles, posts, pipes, inlets, brush, stumps, debris and other obstructions resting on or protruding through the ground surface necessary to prepare the azea for construction. Clearing and gnzbbing shall be performed in accordance with Section 110 of FDOT's Standard ' Specifications (latest edition). Unless otherwise specified in the contract documents, the Contractor sha11 take ownership of all removed material and dispose of them oi� site in accordance with all Local, State and Federal Requirements. �� � ' , �l , ' ' ' 56.1 BAStS OF MEASUREMENT The basis of ineasurement shall be either a lump sum 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 removal and disposal of materials 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 construction 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 (latest edition). 57.1 BASIS OF MEASUREMENT The basis of ineasurement for riprap shall be the volume of sand used in cubic yards for sand- cement, or the dry weight in tons for rubble. SectionIV.doc Page 125 of l28 5/15/2012 Section IV — Technical Specifications 57.2 BASIS OF PAYMENT The pay item for sand-cement riprap shall include: all materials, testing, labor, grout, hauling, equipment, excavation, backfill, 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 for placement of bedding stone, filter fabric, testing, hauling, excavating, backfill, dressing and shaping for placement of rubble, and all incidentals necessary to complete the work. No payment will be granted if concrete or stone that exists on-site is used as rubble riprap. 58 TREATMENT PLANT SAFETY This article applies to all City projects located at one of the City's Wastewater Treatment Plants (WWTP) or Potable Water Reservoirs. 58.1 HAZARD POTENTIAL The Contractor shall be aware that hazardous materials are used at the W WTP's and the water reservoirs. These may include sodium hypochlorite, gaseous chlorine, sulfur dioxide and amznonia. 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 of the City of Clearwater Public Utilities Department Emergency Response Plan, and a copy of the applicable Material Safety Data Sheets. All employees of the coniractor and sub-contractor assigned to this job shall be familiar with the content of these documents. 58.2 REQUIRED CONTRACTOR TRAINING Prior to issuance of a notice to proceed, the contractor must submit documentation regarding employee safety training relating to the items in Section A above. The documenta.tion must include: • Verification that all employees assigned to this job have received and understood training in the proper work practices necessary to safely perform the job while working around gaseous chlorine and sulfur dioxide gas. • The date of the training, and • The means used to verify that the employee understood the training. 59 TRAFFIC SIGNAL EQUIPMENT AND MATERIALS All traffic signal work shall be performed per the latest edition of FDOT's Standard Specifications (Sections 603 through 699), unless otherwise specified in the contract documents and plans. This specification includes, but is not limited to, the following items: all necessary equipment, materials, guaranties, acceptance procedures, signal timings, feld 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, SectionN.doc Page 126 of 128 5/IS/2012 ' � � ' ' �I � I_ I ' �I , � ' ' � � � � ' f-1 � , � Section IV — Technical Specifications pedestrian detectors, tr�c controller assemblies, controller cabinets and accessories, removal of existing traffic signal equipment, and internally illuminated signs. , All tr�c signal installations shall be mast arms and conform to the requirements 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 azm 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 tr�c 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. Contractor changes to the operation of an existing signal is PR�HIBITED 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. LJ ' ' � , ' �� ' 60 SIGNING AND MARKING All signing and marking work shall be performed per the latest edition of FDOT's Standard Speciiications, 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 7I0), thermoplastic stripes and mazkings (Section 711) and tubulaz delineators/flex posts (Sections 705 and 972). The Contractor is responsible to ensure that striping is correctly placed. Errors in striping or markings sha11 be "blacked-out" with paint, unless otherwise directed by the Engineer. No payment 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 ineasurement and payment shall be specified in the contract documents and/or plans and shall include all equipment, preparation, materials and incidentals required to complete the work per the plans. 61 ROADWAY LIGHTING All roadway lighting shall be constructed per Sections 715 and 992 of FDOT's Standard Specifications (latest edition), unless otherwise 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.doc Page 127 of 128 5/15/2012 , Section N — Technical Specifications 62 TREE PROTECTION 62.1 TREE BARRICADES A. A protective barrier shall be placed around all protected trees and palms prior to land preparation or construction activities within or adjacent to the work zone, including all staging and/or lay down areas. Protective barriers shall be installed as follows: 1. At or greater than the full dripline of all species of Mangroves and Cabbage Palms. 2. At or greater than the full dripline or all protected native pine trees and other conifer species. 3. At or greater than two-thirds of the dripline of a11 other protected species 4. At or greater than the full dripline of trees within a specimen tree stand. B. Protective 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 to be placed at a maximum distance of eight feet apart. Horizontal rails are 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 requirements. 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 of any required protective barrier, all surface foreign material, trash or debris shall be removed from the area enclosed by the barrier, and after erection of the barrier no 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 roof zone of trees protected by this section, and root pnaning requirements shall apply to such trees. 62.2 ROOT PRUNING A. Where proposed construction improvements involve 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 azborist 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 point where grubbing or excavation impacts the root 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 equipment is strictly prohibited. Roots located in the critical root zone that will be impacted by SectionIV.doc Page 128 of 128 5/15/2012 ' ' ' ' � � � CJ � , , , � ' � ' � , ' � � , � � i , ' LJ � ' ' Seciion IV — Technical Specifications construction activities sha11 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 from existing grade. Tim Kurtz, Senior Landscape Architect is the City's Representative on Engineering Department projects. for root Pnzning issues and can be reached at (727) 562-4737, or through the construction. inspector assigned to the project. B. Root pnuung shall only be performed by or under the direct supervision of an International Society of Arboriculture (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 perFormed as far in advance of other construction activities as is feasible, but at a minimum shall be performed prior to ANY impacts to the soil. Associated tree 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 root pruning activities. F. Root pruning shall be limited to a minimum of ten inches per one inc�i of the trunk diameter from the tree base. Any exception must be approved by the City's representative prior to said root pruning. G. Roots shall be cut cleanly, as far from the trunk of the tree as possible. Root 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 ' Alternate equipment or techniques must any work adjacent to trees to be preserved a Doscocil Root Cutting Machine or equivalent. be approved by the City's representative, prior to ' I. Root pruning shall be completed, 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 ' roots. Roots must first be cleanly severed prior to continuing with the excavation, or tunneled around to prevent damage to the root. � K. Tree roots shall not be exposed to drying out. 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 temporary irrigation system be utilized in the remaining critical root zones of root pruned trees. ' M. When underground utility lines are pnuung requirement may be waived boring as opposed to open trenching. to be installed within the critical root zone, the root if the lines are installed via tunneling or directional , 62.3 PROPER TREE PRUNING A. All tree pruning and/or root pruning on existing trees to remain shall only be performed by or ' under the direct supervision of an International Society of Arboriculture (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) ANSI A-300. SectionN.doc Page 129 of 128 5/15/2012 �^I �' Section IV — Technical Specifications B. Proper pruning techniques for all lateral branches of protected trees aze required. Flush cuts (pruning cuts that remove the branch collaz) and stub cuts (cuts that leave a stub on the tree) are improper techniques. Any protected tree that has been improperly pruned will not be recognized as a tree left on the project in a healthy growing condition, 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 project in a healthy growing condition, and will 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 bazk 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 proj ect in a healthy growing condition, and will require replacement consistent with the current City Codes and Ordinances. 63 PROJECT WEB PAGES 63.1 WEB PAGES DESIGN If requested by the City, Engineer shall design the Project Web Site in accordance with the current City Web Site standards and styles. Project Web Site should include general project information as: Project Name & Number, Scope description, Location, Schedule, and Project Contacts. Note: Occasionally City modifies the general design of the City's Web Site, and the Engineer shall consult the City Webmaster for 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: http://www.w3 .org/TR/ 1999/WAI-WEBCONTENT-19940505/ hrip://www section508. ov/ In particular, use of variable-width tables, user-adjustable/relative font sizes, ALT text for images, CSS whenever possible, etc. Accessibility should be a priority over design/aesthetics. 63.3 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, appazel and signage. It should be used only in the manner presented here, in the proportion shown here, with no alterations. It should not be condensed, lengthened, or otherwise distorted to fit a space. The logo is approved for use by city departments, and is not to be used by outside vendors without the permission of the City Manager, Assistant City Manager or Public Communications office. Electronic versions of the logo should be obtained from the Public Communications. This is for internal use only. SectionIV.doc Page 130 of 128 5/l5/2012 , ' LJ � �I � ' �� , , ' , � ' , ' ' ' �� � ' LJ ' u ' �� I � Section IV —Technical Specifications 63.4 MAPS AND GRAPHICS Use of maps and graphics is recommended to illustrate the project; only approved graphics should be posted to the Project Web Pages. 63.5 INTERACTIVE FORMS The site should also include an interactive form or 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 coordinated with the City's Webmaster for resolving all accessibility and confornvty issues. , fi3.7 WEB PAGES UPDATES Unless otherwise specified and agreed Engineer is responsible for keeping the posted Web Pages ' up-to-date, by sending revisions and updates through the City Project Manager to the City's Webmaster for posting. ' 64 OVERHEAD ELECTRIC LINE CLEARANCE ' ' , LJ , , ' ' �� � CJ 64.1 CLEARANCE OPTIONS When working in the vicinity of overhead power lines the Contractor shall utilize one of the following options: Option 1- Having the power lines de-energized and visibly grounded. Option 2- Maintaining a minimum distance of 20 feet of clearance for voltages up to 350 kV an 50 feet of clearance for voltages more than 350 kV. Option 3- Determine the line voltage and provide clearance in accordance with the table included in Section 64.2. 64.2 REQUIRED MINIMUM CLEARANCE DISTANCES VOLTAGE MINIMUM CLEARANCE DISTANCE (nominal, kV, alternating current) (feet} Up to 50 10 Over 50 to 200 15 Over 20 to 350 20 Over 350 to 500 25 Over 500 to 750 35 SectionlV.doc Page 231 of128 5/15/2012 Section N — Technical Specifications Over 750 to 1,000 45 Over 1000 (as established by the utility owner/operator or registered professional engineer who is a qualified person with respect to electric power transmission and dishibution) Note: The value that follows "to" is up to and includes that value. For example, over 50 to 200 means up to and including 200kV. SectionIV.doc Page 132 of 128 siisi2oi2 VENDOR'S REFERENCES SHEET OF SIMILAR TYPE PROJECTS SID LICKTON PARK — SITE CIVII. CONSTUCTION WORKS PROJECT N0.12-0024PR-A Site Civil Construction Works sunilaz type work dollar value must be submitted with bidder's proposal and must be fiilled out completely by printing and legible not providing this form with the bidder's proposal or any blanks left on form shall const�itute the bidder's proposal is non-responsive and bid will be rejected. 1. Project name: . Address: Contact person $ Value City: E-mail address: Date began: Date Completed: , State: Phone: Fax: 2. Project name: $ Value Date began: Date Completed: Address: City: State: Contact person E-mail address: Phone: Fax: _ 3. Project name: . Address: Contact person $ Value City: E-mail address: Date began: Date Completed: . State: Phone: Fax: 4. Project name: $ Value Date began: Date Completed: Address: City: , State: Contact person E-mail address: Phone: Fax: _ 5. Pmject name: $ Value Date began: Date Completed: Address: City: State: Contact person E-mail address: Phone: Fax: _ ' � � � � � Sc.�uth�cSt Fl.t�ri�.�: 2379 Broad Street, Brooksville, Florida 34604-6899 ,y � ����%„ Mana �,l�t ��l�Ct (352) 796-7211 or 1-800-423-1476 (FL only) ;�� ?� � � , SUNCOM 628-4150 TDD only 1-800-231-6103 (FL ony) � '� , � '" ` � ' � ` On the Intemet et: WaterMatters.org _.. .... ;;: . . . � . �"'wcs�m''� d' � . . .. . . . �. Bartow Service Office Sarasota Service Office Tampa Service OfFice An Equal • 170 Century Boulevard 6750 Fruitville Road 7601 Highway 301 North Opportunity Bartow, Fbrida 3383Q7700 Sarasota, Florida 34240-9711 Tampa, Florida 33637-6759 Employer {863) 534-1448 or (9q1) 377-3722 or (813) 9857481 or 1-800-492-7862 (FL only) 1-g00-320.3503 (FL only) 1-800-8360797 (FL ony) September 05, 2012 City of Clearwater Parks and Recreation Department Attn: Leroy Chin Post Office Box 4748 Clearwater, FL 33758 Subject: Notice of Final Agency Action forApproval ERP General Construction Project Name: City of Clearwater 5id Lickton Baseball Park � App ID/Permit No: 668613 / 44021876.003 Counry: PINELLAS . SeclTwp/Rge: S11/T29S/R15E � � �=al� �o �l!� I ' ip.1d ! !� ( � �uawn�oa � :�iew� :auoyd •�ue�i�ddy ��Z06'�!� � epiao�� � � Dear Permittee(s): This letter constitutes notice of Final Agency Aotion for approval of the permit referenced above. Final approval is contingent upon no objection to the DistricYs action being received by the District within the time frames described in the enclosed Notice of Rights. Approved construction plans are part of the permit, and construction must be in accordance with these plans. These drawings are available for viewing or downloading through the DistricYs Application and Permit Search Tools located at www.WaterMatters.org/permits. The DistricYs action in this matter only becomes closed to future legal challenges from members of the public if such persons have been properly notified of the DistricYs action and no person objects to the DistricYs action within the prescribed period of time following the notification. The District does not publish notices of agency action. If you wish to limit the time within which a person who does not receive actual written notice from the District may request an administrative hearing regarding this action, you are strongly encouraged to publish, at your own expense, a notice of agency action in the legal advertisement section of a newspaper of general circulation in the county or counties where the activity will occur. Publishing notice of agency action will close the window for filing a petition for hearing. Legal requirements and instructions for publishing notice of agency action, as well as a noticing form that can be used is available from the DistricYs website at www.WaterMatters.org/permitslnoticing. you pu is no ice o ag ncy action, a copy of the affidavit of publishing provided by the newspaper should be sent to the Reg tation Division at the District Service Office that senrices this permit. App tD/Permit No:668613 / 44021876.003 Page 2 If you have questions, please contact Richard Alt, at the Tampa Service Office, extension 2045. Sincerely, Michelle K. Hopkins, P.E. Bureau Chief Environmental Resource Permit Bureau Regulation Division Enclosures: Approved Permit w/Conditions Attached Statement of Completion Notice of Authorization to Commence Construction Notice of Rights cc: Deuel & Associates, Brian A. Barker, P.E. September 05, 2012 � � � � � � � SOUTHWEST FLORIDA WATER MANAGEMENT DISTRICT ENVIRONMENTAL RESOURCE GENERAL CONSTRUCTION PERMIT NO. 44021876.003 EXPIRATION DATE: September 05, 2017 PERMIT ISSUE DATE: September 05, 2012 This permit is issued under the provisions of Chapter 373, Florida Statutes, (F.S.), and the Rules contained in Chapters 40D-4 and 40D-40, Florida Administrative Code, (F.A.C.). The permit authorizes the Permittee to proceed with the construction of a surface water management system in accordance with the information outlined herein and shown by the application, approved drawings, plans, specifications, and other documents, attached hereto and kept on file at the Southwest Fiorida Water Management District (District). Unless otherwise stated by permit specific condition, permit issuance canstitutes certification of compliance with state water quality standards under Section 401 �f the Clean Water Act, 33 U.S.C. 1341. All construction, operation and maintenance of the surtace water management system authorized by this permit shafl occur in compliance with Florida Statutes and Administrative Code and the conditions of this permit. PROJECT NAME: City of Clearwater Sid Lickton Baseball Park � GRANTED TO: City of Clearwater Parks and Recreation Department Attn: Leroy Chin � Post Office Box 4748 Clearwater, FL 33758 � � � � u �l ' � r r� OTHER PERMITTEES: N/A ABS7RACT: This permit authorization is for the construction of a new surtace water management system serving a city recreational park. The proposed projeet is for the demolition of an existing little keague baseball park, the construction of seven (7) new fields, a concession stand, the associated parking, other associated infrastructure and four effluent fiftration ponds to provide water quality treatment and attenuation. The proposed project area is located within the watersheds of three Impaired Water Bodies, Stevenson Creek (Tidal Segment) - WBID 1567, Alligator Creek - WBID 1574 and Allen Creek - WBID 1640B. The Engineer-of-Record has demonstrated through calculations that the DistricYs presumptive criteria will govern for this project. The ponds are sized to attenuate the 25-year, 24-hour post-development runoff rate at the 25-year, 24hour pre-development rate. No wetlands or other surface waters exist within the project area. The proposed project is located at the northwest corner of Airport Drive and North Satum Avenue in the ciry of Clearvvater, Florida. OP. 8� MAIN. ENTITY: OTHER OP. 8� MAIN. EN71TY: COUNTY: SEC/TWP/RGE: 70TAL ACRES OWNED OR UNDER CONTROL: PROJECT SIZE: LAND USE: DATE APPLICATION FILED: AMENDED DATE: Ciy of Cleanrvater Parks and Recreation Department N/A PINELLAS S11 /T29S/R15E 19.89 16.39 Acres Govemment July 18, 2012 N/A i. Water Quantity/Quality POND No. Area Acres � Top of Bank 7reatment Type Pond 1 0.71 EFFLUENT FILTRATION Pond 2A 0.13 EFFLUENT FILTRATION Pond 2B 0.23 EFFLUENT FILTRATION Pond 3 0.28 EFFLUENT FILTRATION Total: 7.35 The proposed project area is located within the watersheds of three Impaired Water Bodies, Stevenson Creek �dal Segment) - WBID 1567, Alligator Creek - WBID 1574 and Alien Creek - WBID 16406. The Engineer-of-Record has demonstrated through calcutations that the DistcieYs presumptive criteria wifl govern for this project. A mixing zone is not required. A variance is not required. II. 100-Year Floodplain � � � � Encroachment Compensation Compensation Encroachment 7 (Acre-Feet of fill) (Acre-Feet of Type Result" (feet) excavation 0.00 0.00 No Encroachment N/A *Depth of change in flood stage (level) over existing receivirig water stage resulting from floodplain encroachment caused by a project that Gaims Minimal Impact rype of compensation. 111. Environmental Considerations No wetlands or other surface waters exist within the project area. � � � Specific Conditions � 1. If the ownershi of the ro'ect area covered by the subject permit is divided, with someone other than the P p 1 Permittee becoming the owner of part of the project area, this permit shall terminate, pursuant to Rule � 40D-1.6105, F.A.C. In such situations, each land owner shall obtain a permit (which may be a modification of this permit) for the land owned by that person. This condition shall not apply to the division and sale of lots or units in residential subdivisions or condominiums. � 2. Unless specified otherwise herein, two copies of all information and reports required by this permit shall be submitted to the Regulation Department at the District Service Office that services this permit. The permit number, title of report or information and event (for recurring report or information submittal) shall be identified �' on all information and reports submitted. 3. The Permittee shall retain the design engineer, or other professional engineer registered in Florida, to conduct on-site observations of construction and assist with the as-built certification requirements of this project. The Permittee shall inform the District in writing of the name, address and phone number of the professional • engineer so employed. This information shall be submitted prior to construction. � 4. Within 30 days after completion of construction of the permitted activity, the Permittee shall submit to the Regulation Department at the District Service Office that services this permit a written statement of completion � and certification by a registered professionat engineer or other appropriate individual as authorized by 4aw, utilizing the required Statement of Completion and Request forTransfer to Operation Entity form identified in Chapter 40D-1, F.A.C., and signed, dated, and sealed as-built drawings. The as-built drawings shall identify � any deviations from the approved construction drawings. 5. The District reserves the right, upon prior notice to the Permittee, to conduct on-site research to assess the � poflutant removal efficiency of the surFace water management system . The Permittee may be required to cooperate in this regard by aflowing on-site access by District representatives, by allowing the installation and operation of testing and monitoring equipment, and by allowing other assistance measures as needed on site. 6. The operation and maintenance entity shall submit inspection reports in the form required by the District, in accordance with the following schedule. � For systems utilizing effluent frltration or exfiltration or systems uti{izing effluent filtration or exfittration and retention or wet detention, the inspections shall be performed 18 months after operation is authorized and every 18 months thereafter. 1 7. Prior to installation of the filter media, the Permittee's contractor shall submit a certified test of the media to the Permittee's Professional Engineer and the District. The test shalf address the following parameters: uniformity � coefficient, effective grain size, sieve analysis, percent silts, clays and organic matter, and permeability testing (constant head). If testing indicates the actual permeability rate is less than the value specified in the permitted design, a permit modification will be required to lengthen the effluent filtration system . The Permittee shall also � notify the District Service Office that services this permit, at least 48 hours prior to commencement of construction of the effluent filtration system, so that District staff may observe this construction activity. For dry bottom detention systems, the detention area(s) shall become dry within 36 hours after a rainfall event. If a detention area is regularly wet, this situation shall be deemed to be a violation of this permit. � 9• Certification of compliance with state water quality standards under Section 401 of the Clean Water Act, 33 � U.S.C. 1341 is waived. i � 10. If limestone bedrock is encountered during construction of the surface water management system, the District must be notified and construction in the affected area shall cease. � 11. The Permittee shall notify the District of any sinkhole development in the surtace water management system within 48 hours of discovery and must submit a detailed sinkhole evaluation and repair plan for approval by the � District within 30 days of discovery. 12. The District, upon prior notice to the Permittee, may conduct on-site inspecfions to assess the effectiveness of � the erosion control barriers and other measures employed to prevent violations af state water quality standards and avoid downstream impacts. Such barriers or other measures should control discharges, erosion, and sediment transport during construction and thereafter. The District will also determine any potential � environmental probfems that may develop as a result of leaving or removing the barriers and other measures during construction or after construction of the project has been completed. The Permittee must provide any remedial measures that are needed. .s. 13. 7his permit is issued based upon the design prepared by the Permittee's consultarit. If at any time it is determined by the District that the Conditions for Issuance of Permits in Rules 40D-4.301 and 40D-4.302, � F.A.C., have not been met, upon written notice by the District, the Permittee shall obtain a permit modification and pertorm any construction necessary thereunder to correct any deftciencies in the system design or construction to meet District rule criteria. The Permittee is advised that the correction of deficiencies may require re-construction of the surface water management system. � 14. The Permitted Plan Set for this project includes: Construction Plan Sheets 1 through 16 from the submittal received by the District on August 22, 2012 and Basin Plan Sheets 1 and 2 submitted on August 22, 2012. GENERAL CONDITIONS 1. The general conditions attached hereto as Exhibit "A" are hereby incorporated into this permit by reference � and the Permittee shall comply with them. Michelle K. Hopkins, P.E. Authorized Signature � � �' � � � � EXHIBIT A � GENERAL CONDITIONS: � � � � � � ,� � � � � � 1. All activities shall be implemented as set forth in the plans, specifications and performance criteria as approved by this permit. Any deviation from the permitted activity and the conditions for undertaking that activit}r shall constitute a violation of this permit. This permit or a copy thereof, complete with all conditions, attachments, exhibits, and modifications, shall be kept at the work site of the permitted activ'ity. The complete permit shall be available for review at the work site upon request by District staff. The permittee shall require the contractor to review the complete permit prior to commencement of the activity authorized by this permit. 3. For general permits authorizing inadental site activities, the following limiting general conditions shall also apply: � a. If the decision to issue the associated individual permit is not final within 90 days of issuance of the incidental site activities permit, the site must be restored by the permittee within 90 days after notification by the District. Restoration must be completed by re-contouring the disturbed site to previous grades and slopes r�establishing and maintaining suitable vegetation and erosion control to provide stabilized hydraulic conditions. The period for completing restoration may be extended if requested by the permittee and determined by the District to be warranted due to adverse weather conditions or other good cause. In addition, the permittee shall institute stabilization measures for erosion and sediment control as soon as practicable, but in no case more than 7 days after notification by the District. b. The incidental site activities are commenced at the permittee's own risk. The Governing Board will not consider the monetary costs associated with the incidental site activities or any potential restoration costs in making its decision to approve or deny the individual environmental resource permit application. Issuance of this permit shall not in any way be construed as commitment to issue the ass�iated individual environmental resource permit. 4. Activities approved by this permit shall be conducted in a manner which does not cause violations of state water quality standards. The permittee shall implement best management practices for erosion and a pollution control to prevent violation of state water quality standards. Temporary erosion control shall be implemented prior to and during construction, and permanent control measures shall be completed within 7 days of any construction activity. Turbidity barriers shall be installed and maintained at all locations where the possibility of transferring suspended solids into the receiving waterbody exists due to the permitted wwk. Turbidity barriers shall remain in place at all locations until construction is compfeted and soils are stabilized and vegetation has been established. Thereafter the permittee shall be responsible for the removal of the barriers. The permittee shall correct any erosion or shoaling that causes adverse impacts to the water resources. Water quality data for the water discharged ftom the permittee's property or into the surFace waters of the state shall be submitted to the District as required by the permit. Analyses shall be performed according to procedures outlined in the current edition of Standard Methods for the Examination of Water and Wastewater by the American Public Heafth Association or Methods for Chemical Analyses of Water and Wastes by the U.S. Environmental Protection Agency. If water quality data are required, the permittee shall provide data as required on volumes of water discharged, including total volume discharged during the days of sampling and total monthly volume dis-charged from the property or into surface waters of the state. 6. District staff must be notified in advance of any proposed construction dewatering . If the dewatering activity is likely to result in ofFsite discharge or sediment transport into wetlands or surFace waters, a written dewatering plan must either have been submitted and approved with the permit application or submitted to the District as a permit prior to the dewatering event as a permit modification. A water use permit may be required prior to any use exceeding the thresholds in Chapter 40D-2, F.A.C. 5 7. Stabilization measures shall be initiated for erosion and sediment control on disturbed areas as soon as pracdcable in portions of the site where construction activities have temporarily or permanently ceased, but in no case more than 7 days after the construction activity in that portion of the site has temporarily or permanently ceased. 8. .,� 10. 11 Off-site discharges during construction and development shall be made only through the facilities authorized by this permit. Water discharged from the project sha{I be through structures having a mechanism suitable for regulating upstream stages. Stages may be subject to operating schedules satisfactory to the District. The permittee shall complete construction of all aspects of the surface water management system, including wetland compensation (grading, mulching, ptanting), water quality treatment features, and discharge control facilities prior to beneficial occupancy or use of the development being served by this system. The following shall be properly abandoned and/or removed in accordance with the applicable regulations: Any existing wells in the path of construction shall be properly plugged and abandoned by a licensed well contractor. b. Any existing septic tanks on site shall be abandoned at the beginning of construction. c. Any existing fuel storage tanks and fue! pumps shall be removed at the beginning of construction. Afl surface water management systems shall be operated to conserve water in order to maintain environmental quality and resource protection; to increase the efficiency of transport, application and use; to decrease waste; to minimize unnatural runoff from the property and to minimize dewatering of offsite property 12. At least 48 hours prior to commencement of activity authorized by this permit, the permittee shall submit to the District a written notification of commencement indicating the actual start date and the expected completion date. 13. Each phase or independent portion of the permitted system must be completed in accordance with the permitted plans and permit conditions prior to the occupation of the site or operation of site infrastructure located within the area served by that portion or phase of the system. Each phase or independent portion of the system must be completed in accordance with the permitted plans and permit conditions prior to transfer of responsibility for operation and maintenance of that phase or portion of the system to a local government or other responsible entity. 14. Within 30 days after completion of construction of the permitted activity, the permittee shall submit a written statement of completion and certification by a registered professional engineer or other appropriate individual as authorized by law, utilizing the required Statement of Completion and Request for Transfer to Operation Entity form identified in Chapter 40D-1, F.AC. Additionally, if deviation from the approved drawings are discovered during the certification process the certification must be accompanied by a copy of the approved permit drawings with deviations noted. 15. This permit is valid only for the specific processes, operations and designs indicated on the approved drawings or exhibits submitted in support of the permit application. Any substantial deviation from the approved drawings, exhibits, specifications or permit conditions, including construction within the total land area but outside the approved project area(s), may constitute grounds for revocation or enforcement action by the District, unless a modification has been applied for and approved. Examples of substantial deviations include excavation of ponds, ditches or sump areas deepec than shown on the approved plans. 16. The operation phase of this permit shall not become effective until the permittee has complied with the requirements of the conditions herein, the District determines the system to be in compliance with the permitted plans, and the entity approved by the District accepts responsibility for operation and maintenance of the system. The permit may not be transferred to the operation and maintenance entity approved by the � � L_� � � � � � � � � � � � lJ � �' 17 18. District until the operation phase of the permit becomes effective. Following inspection and approval of the permitted system by the District, the permittee shall request transfer of the permit to the responsible operation and maintenance entity approved by the District, if different from the permittee. Until a transfer is approved by the District, the permittee shall be liable for compliance with the terms of the permit. Should any other regulatory agency require changes to the permitted system, the District shall be not�ed of the changes prior to implementation so that a determination can be made whether a permit modification is required. This permit does not eliminate the necessity to obtain any required federal, state, local and special District authorizations including a determination of the proposed activities' compliance with the applicable comprehensive plan prior to the start of any activity approved by this permit. 19. This permit does not convey to the permittee or create in the permittee any property right, or any interest in real property, nor does it authorize any entrance upon or activities on property which is not owned or controlled by the permittee, or convey any rights or privileges other than those specified in the permit and Chapter 40D-4 or Chapter 40D-40, F.A.C. � 20. 21. � � � � � � � �I � The permittee shall hold and save the District harmless from any and all damages, claims, or liabilities which may arise by reason of the activities authorized by the permit or any use of the permitted system. Any delineation of the extent of a wetland or other surtace water submitted as part of the permit application, including plans or other supporting documentation, shall not be considered binding unless a specific condition of this permit or a formal determination under section 373.421(2), F.S., provides otherwise. 22. The permittee shall notify the District in writing within 30 days of any sale, conveyance, or other transfer of ownership or control of the permitted system or the real property at which the permitted system is located. All transfers of ownership or transfers of a permit are subject to the requirements of Rule 40D-4.351, F.A.C. The permittee transferring the permit shall remain liable for any corrective actions that may be required as a result of any permit violations prior to such sale, conveyance or other transfer. 23. 24. 25. Upon reasonable notice to the permittee, District authorized staff with proper identification shall have permission to enter, inspect, sample and test the system to insure conformiry with District rules, regulations and conditions of the permits. If historical or archaeological artifacts are discovered at any time on the project site, the permittee shall immediately notify the District and the Florida Department of State, Division of Historical Resources. The permittee shall immediately notify the District in writing of any previously submitted information that is later discovered to be inaccurate. SOUTHWEST FLORIDA WATER MANAGEMENT DISTRICT NOTICE OF AUTH�RIZATION TO COMMENCE CONSTRUCTION City of Clearwater Sid Lickton Baseball Park PROJECT NAME Government PROJECT TYPE PINELLAS COUNN S11/T29S/R15E S EC(S)/'TWP(S)/RG E(S) City of Ciearwater Parks and Recreation Department PERMITTEE APPLICATION iD/PERMIT NO: 6sss�3iaao2�s76.003 DATE ISSUED: September 05, 2012 ,��� �� ' ��� Michelle K. Hopkins, P.E. �� o '�,,��.�o� Issuing Authority THIS NOTICE SHOULD BE CONSPICUOUSLY DISPLAYED AT THE SITE OF THE WORK 8 � � � � � � � � � Notice of Riahts ADMINISTRATIVE HEARING You or any person whose substantial interests are or may be affected by the District's action may request an administrative hearing on that action by filing a written petition in accordance with Sections 120.569 and 120.57, Florida Statutes (F.S.), Uniform Rules of Procedure Chapter 28-106, Florida Administrative Code (F.A.C.) and District Rule 40D-1.1010, F.A.C. Unless otherwise provided by law, a petition for administrative hearing must be fifed with (received by) the District within 21 days of receipt of written notice of. agency action. "Written notice" means either actual written notice, or newspaper publication of notice, that the District has taken or intends to take agency action. "Receipt of written notice" is deemed to be the fifth day after the date on which actual notice is deposited in the United States mail, if notice is mailed to you, or the date that actual notice is issued, if sent to you by electronic mail or delivered to you, or the date that notice is published in a newspaper, for those persons to whom the District dces not provide actual notice. 2. Pursuant to Subsection 373.427(2)(c), F.S., for notices of agency action on a consolidated application for an environmental resource permit and use of sovereignty submerged lands concurrentiy reviewed by the District, a petition for administrative hearing must be filed with (received by) the District within 14 days of receipt of written notice. 3. Pursuant to Rule 62-532.430, F.A.C., for notices of intent to deny a well constructiorr permit, a petition for administrative hearing must be filed with (received by) the District within 30 days of receipt of written notice of intent to deny. 4. Any person who receives written notice of an agency decision and who fails to file a written request for a hearing within 2� days of receipt or other period as required by law waives the right to request a hearing on such matters. 5. Mediation pursuant to Section 120.573, F.S., to settfe an administrative dispute regarding District action is not available prior to the filing of a petition for hearing. 6. A request or petition for administrative hearing must comply with the requirements set forth in Chapter 28.106, F.A.C. A request or petition for a hearing must: (1) explain how the substantial interests of each person requesting the hearing will be affected by the District's action or proposed act�on, (2) state al! material facts disputed by the person requesting the hearing or state that there are no material facts in � dispute, and (3) otherwise comply with Rules 28-106.201 and 28-106.301, F.A.C. Chapter 28-106, F.A.C. can be viewed at www.flrules.org or at the DistricYs website at www. WaterMatters.orglpermits/rules. � 7. A petition for administrative hearing is deemed filed upon receipt of the complete petition by the District Agency Clerk at the District's Tampa Service Office during normal business hours, which are 8:00 a.m. to 5:00 p.m., Monday through Friday, excluding District holidays. Filings with the DistrictAgency Clerk may be made by mail, hand-delivery or facsimile transfer (fax). The District does not accept petitions for � administrative hearing by electronic mail. Mailed filings must be addressed to, and hand-delivered filings must be delivered to, the Agency Clerk, Southwest Florida Water Management District, 7601 US Hwy. 301, Tampa, FL 33637-6759. Faxed filings must be transmitted to the District Agency Clerk at � (813) 987-6746. Any petition not received during normal business hours shall be filed as of 8:00 a.m. on the next business day. The District's acceptance of faxed petitions for filing is subject to certain conditions set forth in the District's Statement ofAgency Organization and Operation, available for viewing at www. WaterMatters. org/about. � � � JUDICIAL REVIEW � � 1. Pursuant to Sections 120.60(3) and 120.68, F.S., a party who is adversely affected by final District action may � seek judicial review of the District's final action. Judicial review shall be sought in the Fifth District Court of Appeal or in the appellate district where a party resides or as othervvise provided by law. 2. All proceedings shall be instituted by filing an original notice of appeal with the District Agency clerk within :� 30 days after the rendition of the order being appealed, and a copy of the notice of appeal, accompanied by any filing fees prescribed by law, with the clerk of the court, in accordance with Rules 9.110 and 9.190 of the Fiorida Rules of Appellate Procedure (Fla. R. App. P.). Pursuant to Fla. R. App. P. 9.020(h), an order is rendered when a signed written order is filed with the clerk of the lower tribunal. � 10 L� � � � � � � � � � � � City of Clearvvater Parks and Recreation Department Attn: Leroy Chin Post Office Box 4748 � Clearwater, FL 33758 � � � � � �� � � � 11 Deuel & Associates Brian A. Barker, P.E. 565 South Hercules Avenue Clearwater, FL 33764 12 � � � � � � � � � � � � !—I � SECTION V CONTRACT DOCUMENTS Table of Contents: CONTRACTBOND .....................................................................................................................1 CONTRACT.................................................................................................................................. 3 CONTRACTOR'S AFFIDAVIT FOR FINAL PAYMENT ..................................................... 6 PROPOSALBOND ...................................................................................................................... 7 AFFIDAVIT.................................................................................................................................. 8 NON-COLLUSION AFFIDAVIT ............................................................................................... 9 PROPOSAL.................................................................................................................................10 CITY OF CLEA.RWATER ADDENDiJM SHEET .................................................................13 BIDDER'S PROPOSAL .............................................................................................................14 � � � � � � � SectionV.doc r Page i 7/26/201.2 ' , ' ' � S'I'A'1'E OF �LORIDA C't)UN`I'Y OH BUND NUMBH:K: CUNTRAC'T BOND ' KNC)W ALL MF;N BY "1'NF:SF; 1'RESI�,N`1'ti: I'hat wc AI.TCI CUNSTRUC`CIUN C'U.. INC. �,, (:;c►ntractor and DEVELOPFIL.S SLIRETY ANll INUEMNI'1'Y COMPANY (Surcty) wh��sn c��mc a�dress is P. O. BOX 1972,i, IRVINF, ('AI,tFORN1A 92623 HFREINAFTF,K CAI.I.F,D THE ' "Surety", are helcl and finnly tx�und intu the C'ity �►f� C'learwater, Fluri�n (hcr�indflrr c.allcd thc °Ownt:r") in the peual sum uf: ONF; MILLION kOR"I'Y-EIGN"T 1HUUSAND NINE HUNDRED TWENTY-TWO DOI,LARS AND SIt7'Y C'[� NTS �51.048.922.60) tor thc p;ty�nei�t � uf which w� hind o�irselves, c�ur heirs, executors, administrators, success«rs, and assi�;ns fi�r thc; faithful �erti�rmanc.e of a uertain writteu a�ntrzct, dated the _ �1ay uf _ _, - --- 2(? , entered inf�� ftctw�een the ('<inlract��r an�i thc ('ity uf ('Icarwatcr ti�r: SID I..It'h`I'C1N f'AItIC -� ' SITE C'IVIL GONSTItUCTION PROJEC'T NO. 12-INI24PR-A a �c►��y ol� which :+aid cimtract is incrnporated herein by reference at►d is made a part hereof � if fully capied he.rein. NnW '!'HH;1Zf�.Et)IZl�:, 'CHH: CONDI'I'tONti ON 'THIS OBLI(:ATIt)N AKE tiU('11. that if lttr � Ccmtra�tor st�iall in all rrspec:ts r��ta�ply �vith thc; t�rms and conJiti�ms c�f sai�i c��nh•act, including thi: rn�e-��ear guarantt� e�f material anci labc►r. �md his uh(i�;atiuns thrreundrr, includin� th� contraet dckumente (wl�ieh include thc Adv�itiscment tor 13ids, F�nn c�t` Pr��x�ktl. I��,rrn ut�C�tintract. (=urm ui� � Suretv Run�1, li�structi��ns tu k;idders, General Cunditic�ris aud Technical ti�x:�iticati<ms} a«d the ['lans an� ���eciticatirms thercin rctcrred t�► and ��i��le a part thereof, an�i such alterati�ms �is m�ty bc� tnadr in �4�i�1 Planti ancl ��ic:cifirati�►ns �i, thrrcin �irovidcd tor, aud sh.�ll iudemiiity and save h��rmt�s:. � th� kiid Owner a��ainst and tr��m all casts, cx��cnscs, damagcs, injury „r c�mduct, want ��f c:arr ��i• skill, negligence ur drtault, includinK p;it�nt intrin4�cmc;nts on thc pa��t c►f tlic said C'ur�tractur aKents c�r cm�lc►yc�c.s, in the execution or perfurtnance of Said �ontract, including erre�rs in the plans ' furnishcd by thc ('ontractor, ancl further, it� such "Cou�ractvr" ur "Cuntractors" shall prompt[y makc payment� te► all Ex�r�m� su�plyin� him, lhem ��r ii, (alwr, malerial, an�1 supplies usecl directly ur indirectly by saiJ Contractor, Contractorti, Suh-Ccmlractor, c�r Sub-C��ntractors, in thc prusccuti�n of� � t.he w��rk pruvidcJ ti�r in �aid (.'antra�l, this ��hli�.ation ,hall Ix: void, uthcrwisc, tllc Cui�trac:lur atid Surety juintlt� �ind tieveralltij <<<►ree tc� ��ay tc� the (�wner �iny ciiffrrencc hetwern thc sttm tc� which thr �ai�i (',►ntr,�rt��r �vould l�e e.nlitlyd un ihr. cc�mrleliem uf the C'e,ntrar.t. �in�l t11a� which the �)��nrr rnay ' he uhli�!e�l tc► Eriy liir the a�m�lction ��i� k�i�l wc�rk hy contr��ct c�r c�thcr�vi.c. �� any da���a�cs. �lircct cir ir�direct, ��r consequential, tvhich s:tid �-)�vner may sustain on izccounr �r such w�rk, �rr rny account r►f th� I�iilur� t►f the sai�1 C'unUact��r tu ��r�►��c.rly ,�nd in all thin��s, ke�p and excrute .�II thc ��rc►visi��ns ��f , s��id contract. ' �� 1��nuar! t„r <�t!n dcKx P;n�r I„� ��� 7/_'n/2tll' � COIYTRACT BOND (2) Atad the said Cuntractur ar�d Surety hereby fiutlier bind lhemse(ves, their tiucecs.sors, executors, administrators, and assigns, j�ittlly �uiJ severally, that they will amply and fully protect the said Uwnc;r against, and will pay any and all amounts, damages, cu�is �uid judgmenta which �i�ay br; recavered against or which the nwner may be called upon to pay to any person or corpnration by reason of any damages arising from the performance of said work, or of the repair or maintenance thereot; ur lhe manner uf duin� thr sai»e or the ne�;lecl ol� the said Cc�ntractor or his agents crr servants or the improper performance of the said work by the Contractor or his a�ents or servants, c►r the infiin�;ements of any patcnt rights by reasc�n of the use of any material fiirnishcd or work done: as af�resaid, or otherwise. And the �tid Contractor and Surety hereby tiirther bind themsclves, their successors, heirs. cxecutors, :�ciminitilrators, and assigns, iointly and severally, lo repay the owner any sum which thc Owner may t�e compelled to �ay because of any lien for labor material furnishcd f�r the work, embraced by said Contract. And the said Surety, fc,r thc valuc rccc;iv�l, hcreby slipulates and agrees that no chang�, 4xt�n�ion ��(� time, alteration or additian t� the tcrnts of the contract or to the work to be perfonned thereunder or �hc s��c�ificzYti��ns r�ccc�m�n_yin� the san�� tihall in any way �71tcc1 it�: �,hli�atians �m this t�nd, aiacl it does hereby waive nc�tice ot-any such chan�*e, extension �f time, alterati��n or additi�m tc► thc tern�s c�f the contraet or to the work e�r t�� the sPeriGeaticros. [N TF.S'I'IMONY WNEItF:Oh', witncss the hands and seats otthe parties he.rcto this.____ day of ____�____.---� 2U A1.TU CONS'fRUC'T'lON CU., INC. ('ON'i'RACi'OR ATTF.ST: WITNESS: ('Oi1NTEItS t G N t? U: �y: _ StJRETY ay:__ _ -- --- - A'1"1'OKN N:Y-IN-FACT Contract li,r si�n.d�xx Pa�±c 2 of 16 7/26/2t112 � , Bt)NU NUMtil�,k: 479513P CUNTRACT BONU S'1'A7'L OF CLURIDA (;(�UN'('�� ()H Hillsborough KNOW ALL MFN BY THFSF PRFSFNTfi: "fhat wc ALTO CONSTR[ICTION CO., tNC. a�. Gontractoc and DEVELnPEIt.S Si1RETY AND iNDEMNITY COMPANY (Surety) whosc hom�.� �ddress is P. O. BOX 19725, IRVINF, CALIFURNIA 926Z; HFREINAFTF.R C:ALI,ED TH�? "Surcty", arc hcld and finnly bound inta thc City of Glcarwater, rlorida (hereinafler caticd thc� "Owner"� in the penal sum of: ONE MILLION FORTY-EIGHT THOUSAND IV1Ni�; HUNDRED TWEIYTY-TWO DOLLARS AIYD SI7�TY CEtYTS �S1,Q48,922.601 fc�r the pstymen�; of which we bind ourselves, aur heirs, executors, adminisl�ators, successors, and assigns for tl�r,� faithful perfi�rn�ance of a certain written contract, dated the 1� dsy of Janua�' 2013 , entered into Uetween the Coe�tractor and the City af Clearwater far. Sill L[CK'TON !'ARK -� SiTE C[VtL CONSTRUCTIUN PROJEC'I' NO. IZ-p024PR-A a copy of which said contraci i�� incorporated herein by reference anci is rnade a part hereof as if fully capieci herein. NOW "I'HCREHOKL, THE CONDITIONS 4(' THIS QBLIGATIUN ARG SIICH. that if th�:� Co��tractur shdll ui all respce:ts camply with ihe tCrms atzd ewiditeuns of saiJ conti:�et, including thr.: one-year guarautee of material anci labor, ancl tiis ubligatiuns thereunder, including the contrac�� documents (which inctude the Advertisemettii ior Bids, I=om� of Aru�c�sal, Furni e�f'Ccmtract, Form u4' Suret� BunJ, Instructions tu Bidders, General Can�litions and Teehnical Specihcatic�nsj and th�:� Pla��s and Speciiic�dons therein refecred to and made a part thereof, and such alterations as m�y b�c� made in said Plans anJ Specific:atiims as lhcrein provided for, and shal) indemnity :u�d save harmles:; the said (�wner against and From al) �osts, expenses, damages, injury or comiuct, want of care c�u� skill, negli�;ence or deiault, includin�; patent infringements on the parl af the said Coniractor a�en�; c>r ciiiployces, in the e:xecution or perfonnance of said contract, includinb erre�rs in the plan�> f'urnishrd by ihc C�mtractar, and further, if siwh "Contractor" or "Conlractors' shalE promptly m�ka: p�ymcnts to all perscros sup�lyin� him, them or it, lab�r, material, and supplies used directfy ar iudirectly by sai� Ccmtract�zr, t;onirartors, Sub-Conlcactor. or Sub-C�mlraciczn, in the prusccuti�n a�l� the work �rovidcd for in said Conlract, this obligatic�n thall lac voi�l, othuwisc, thc Contractor anal Surety jnintly �md severally �igree tei pay Io the n�vner any diffcrcncr be-hvc:rn thc sum tc� whirh thc said C'e�ntracte�r would bc entitteJ on th� completian af ti�e C'��ntract, and tha� which the (hviZCr may b� ohli�cct lu p�iy Cor thc complction �I� ��id �vork h�� contracl c�r nthcnvisc, � any �iama�cs. dircct r�r inclircc:l, cir conse��uential, �vhicli saicl Chvncr rn�ry sustain on accuttut ot su�h wurk, ur c��� accciunt r�f the lailure ��i� the said ConErtctor [« nro�erly and in �ill thin�s, keep anJ ex�cutr �tll th� ��rovisiuns c�t s�tid c�ntracl. l'nnli��r1 I��r �i�t� d�.�i� I':r_�r I n( ��� 7/_'h/?IIII? , � � C4NTRACT BOND (2) And thc said Contr�ctur ar�d fiurcty hercby hiriher bind themselves, their tiuccessors, e!Cecutors. administrat�rs, and assigns, joit�tly and sever�lly, that thcy wi11 amply :,uic� !ully protect the said Uwner a�ainst, and wiU pay any and all amowits, �ian�ages, cusl5 asid judbments which may be recovered a�ainst nr which the nwner may he called up�n to pay lc� any pers<sn or cor�nration by reason of any damagcs arising trom the performartce of said work, �r af thc repair or maintenance li�e:ri:ul; or the tuanner uf doing thc s�me �r the ne�;lc�;t of� the said C'ontractar or his agcnts or servants or thc improper performance of thc said work by th� Contractnr or his a�ents or servants, or the infringernents �f any patent riglits by re�on of thc use of any material fiirnished or work dc�ne: �s aforesaid, or otherwisc. And the said Cnntractc�r and Sttrety hereby further bind themselvcs, their successc�n, heirs. executc�rs, administrators, and a�.5igns, jointly and severally, to repay th� owner any sum which tlic Owner may be compelled to pay because uf any licn for labor matcriat fitrnished for the work, embraced by said Contract. AnJ the said Sur�ty, f��r the valuc reccived, hc:reby stipulates and agrees that na change, exten�ion ai' time, alteration or addition to the tenns of the cvnir�ct ur to thc work to be performed thereunder or the specifieatio�is ac;eompanying the same shall ii� an}� ►vay atiec:t its obli�atians on this bond, artd it does Iticreby waive notice of any su�h chan�e, extension of time, alte�alion or addition t� the terms of the contr�et or to the work or tu the specircatiorts. IN TESTIMONY WHERCOF, witness the hands and seals of the parties heret� this 3�.��: ,; day of January • ��� 13 .. ALTO CON�'TRUCTtt?N•�fl:�-�l�VCs��°�. CON7'RACT�' `'.,. `f `. �. -' '�' (, ay:_ .St-�.waN t C. Sn. � ; ` .�.��.� �%�,��'- W�'I'NESS: r 1 Daniel F. Wagner ('�nlracl li�r,i�!n d�K:� I'agc ? ul' 1 G Developers Surety and Indemnity Company ,� �. ,._ ` � � � � � By: `�,,"_' ATI'OItN N Y-1lV-FA�-.'�' `,�'' n°• , Fcy; w`a�er • � t� .,. c:� ` ;. ���' �}�' .v • _ �-+•� 'r�f . , ���'�� � ..... �, 7/?Gi 2U 1::! � ' POWER OF ATTORNEY FOR DEVELOPERS SURETY AND INDEMNITY COMPANY PO Box 19725, IRVINE, CA 92623 (949) 263-3300 KNOW ALL BY THESE PRESENTS that except as expressly limited, DEVELOPERS SURETY AND INDEMNITY COMPANY, dces hereby make, constitute and appoint: """Daniel Fulton Wagner*"* , as its true and lawful Attorney(s)-in-Fact, to make, execute, deliver and acknowledge, for and on behalf of said corporation, as surety, bonds, undertakings and contracts of suir;tyship 'giving and granting unto said Attorney(s)-in-Fact full power and authority to tlo and to perform every act necessary, requisite or proper to be done in connection therewith as eer�h of said corporation could do, but reserving to each of said corporation full power of substitution and revocation, and all of the acts of said Attomey(s)-in-Fact, pursuant to these presenis, are hereby ratified and confirmed. 'This Power of Attorney is granted and is signed by facsimile under and by authority of the following resolution adopted by the Board of Directors of DEVELOPERS SURETYAPID INDEMNITY COMPANY, effective as of January 1st, 2008. RESOLVED, that a combination of any two of the Chairman of the Board, the President, any Executive Vice-President, Senior Vice-President or Vice-President of the 'corporation be, and that each of them hereby is, authorized to execute this Power of Attorney, qualifying the attorney(s) named in the Power of Attorney to execute, on behalf a1'the corporation, bonds, undertakings and contracts of suretyship; and that the Secretary or any Assistant Secretary of the corporation be, and each of them hereby is, authorized t�:� attest the execution of any such Power of Attomey; RESOLVED, FURTHER, that the signatures of such officers may be affixed to any such Power of Attorney or to any certificate relating thereto by facsimile, and arnr such 'Power of Attomey or certificate bearing such facsimile signatures shall be valid and binding upon the corporation when so affixed and in the future with respect to any bond, un�iertaking or contract of suretyship to which it is attached. ' ' ' ' IN WITNESS WHEREOF, DEVELOPERS SURE7YAND INDEMNITY COMPANY has caused these presents to be signed by its officers and attested by its Secretary orAssisL�nt Secretary this October 4th, 2011. By: \ ' G2� Daniel Young, Seoior Vice-President By: /�� Q � Steve A. Tvedt, Vice-President State of Cal'rfomia County of Orange On October 4, 2011 Date ' personally appeared ' ' ' ' ' , ' ; yJa`���PORql�F�,'•: 'y '�G E`� � �' a : OCT. �: < u+? 10 :n o�=; 1936 ;� %'�7�0. /OWP,.���'aa; before me, Mtonio Alvara�, Notary Public . Here insert Name and T�le of the Officer Daniet Young and Steve A. Tvedt Name(s) of Signer(s) who proved to me on the basis of satisfadory evidence to be the person(s) wtrose name(s) is/are sul�scribed to � the within insUumeM and acknowledged to me that he/she/they exea�ted the same in hismerltheir authorized ��p �Va�� capacity(ies), and that by his/hedtheir signature(s) on the ir�shument the person(s), or the entity upon behalf of � �OMM � �880643 which the person(s) acted, executed the insVument � �� ��� I certify under PENALTY OF PERJURY u�er the laws of the Siate of Califomia tliat the foregoir�g paragraph is 3 � � Vue and correct. oortwn. s�Mes 9, 2013 WITNESS my hand ar� o(ficial seal. ,,, Place Notary Seal Above Signature "` . Antonio Alvarado, Notary Public CERTIFICATE The undersigned, as Secretary or Assistant Secretary of DEVELOPERS SUREiY AND INDEMNITY COMPANY dces hereby certify that the foregoing Power of A�:rorney remains in full force ar�d has rwt been revoked and, furthermore, that the provisior� of the resolution of the Board of Directors of said corporation set fath in the Power of Attorney are in force as of the date of this Certificate. ��� This Certificate is executed in the City of Irvine, Califomia, this� day of�qn�a ,� �� � By: � (� regg Okur , istant Secretary ID-1438(Rev.10111) !CC►NTR��'T `I"hzs �O�T'Rt4CT mat�� and ent�red iz�� this (!o da}� t�f J r) a �(� ( 3 bv an��; b�t�ueen �h� City o� Cleatwat�r, Fiorida, a mwzie�p�1 corpar�ti�n, ��r�i after d�si�nated as tht:: "����„ . a�� .a�,�~c� CUNSTRLiCTItiN CCt., ��rc.; �� �t�� city �� ����� �c�u��y �i, ��L�L���ll��iU�H �nd St�te of Ficrrida,:hereinaft�r desi�nat�d as the '"Co�tractc�r". �'�ITNE�SET�I: "Fhat the �ar�ies t� th.is �ontr�ct each in c.�nsider�tzt�n Q� ti�e underta��i�gs, promis�s ant� a�reem�nt:;; an th� part of` the other �erein co�tained, da hereby t�d�rtaJce, promi�e and agree as �c�lto�vs:' T�e Contr�ctc�r, and his ax its successc��, assigns, executc�rs 4r admir�istrators, in cc�rzsideratic�n vf th�:�: s��s of �ria��'y as herei�r aft�r set forth tc� b� paicl by t�� City and to Che Cvntract�r, shali anti will aa; t�eir ovvz� cost and ��p�nse p�r#'c�rr�� all lab�ar, furnish all materials, tat��s and ec�u�pment for th+:�. fol�o�ing; sr� L�c�€Tt��t PAR� —��'�� clv��, c�3i�sTRUCTit�� P��.TECr 1�a.1z-uoz�-rR-� Iry, T�IE �.MfJ�il�iT �F 1tiII'�II� i�CTND I3 FT�"i'Y-THRE� THOITSAND EIGI�TY-S���; .. �t3LLAR� ��+1D �'I'�� CE�;TS ,����3.�}�f,.U5l In accvrdat�ce with such prog�asal and technical su�pl�men:tal spe�ifi�atic�ns and sc�ch c�ti�er specia;� provisions anc� draw�ings, if anv, wl�ieh will 1�e �ubmitted by the City, t��ether �c�it� an;t` ad�{ertis�nnent,-instructic�ns to brcidess, ge�eral condi��ns, prapc�sal and bond, ��fiich rns� be heret{a �t��ched, �d �ny dr�:wings if �ny� whieh may be ��reiz� r�ferred tc�, are hereby rna�I� � part af thi:; c€��tract, ar�d a�l a� s�id w�r� to �e perfc�rrned and ec�mpleted �y the cantractor and its snc�essar�� art� as�i�ns �hall be futl}r c�arnpl�ted in a�oc�d and ��orkrnanli�Ce man7zer to the sati�ta+ctit�r� of th+:; �City. If the Cdntra�tc�r shauld f�il to cc�mply u�ith an� of the terms; conditions; provisions t�r stipulationsc as �antained h�rein wit�in the ti�ne speci�e� fQr c�mpletic�n c�f the �n�k ta l� perfdr�ed by t��;. Cvntractar, then the Gity, rrray at its opticrn, avail itself of any Qr at1 remedies pro��ided on its laehal;F az�d shall have th� right to proce�d tQ ct�mplete such ��ark as �Contractor is c�bligated tt� perform i��i acc�rdance r�rit�� the prc�visions as contain�d l�erezn, �� 4�� l-.Ii..�� 1'!J� ti.i�JJ' �l� iJ.[1 ��'1'w7 �:Ui..��.�7w7�it� L°iil� 1�.�i3Ai.sl7a� if�}�..3 R�.RG�G�JI�t` A�RE;E T�3 ASSI.T�IE� "THE UEF�1'tii�� f3F ANY' L�G�4L ACTIO�I VtiHICH 1''�A'Y Bl; BRflUG�T A:GAI�+iST THE C�'TY A� A RESI3LT (}F T�E CUNTRACTt;R'� ACTi�'�TII���► AItISING ()L1T �}F THi� C{J1�TRA�."T AND �`U�THERMtiRE, IN CONSIDERATIC�� t}l;�' THE TERM�, �'�'IP`�3�ATI�3N� AND CONDITIC?NS AS �(?l"�ITAINFU HERE��, AGItEE;�� TCl HULD Ti3E CI"�Y FRE� ANI; H��ML�SS �RQl1�i A:�i� �ND ALL CLA.I�[S F`CUI�. E►Ai�A�ES, COSTS U�' �UITS, .IUDGMENTS t�� �ECR,EES RE�auLTING FR(�1�1 AN7rT CL�.�MS M�D� U���R THIS C(?NTRACT AGAII'�IST T%�E �ITY' C}i� THI; +C(?�tT�tACT+�?R (31Z THE CttI��TTRA�CT@l�'S SL3B-+CQI�TRACT(1RS, �GENT�. SERVA�T,'f tiR EMP�..C?Y'EES �ES[TI.iIt�G FR�M ACTIVITIES B3�' THE AFtJ�.Ei'ViEN'I'I�I'�Ei;1 CC}NTRACT!�.?RT �UB-�Ctl�I�TRACTflit, A�EI�T SEi2VA�VTS C)R EMPL(}YEE�� �isntracc fur s�grs,do�� I�a�e 3��t' (� ?J2f�I!Z03 2 G[}�TRAC'T; ��� Iri addition tca t�ie fc�reg�ing provisic�ns, the C�n�rac�or �grees t� coz�form t4 the follc�wing �ret�uir�ments: irr cc�t�ne�tic�n rx�th the perf'c�rm�ce af 'w�r�c under-this cc�n�racr, the Cc�ntra�t�r a�rees n�t tR_� dis�rim�naE� a�in�t any �rnployee t�r ap�licant fur �mplc�yment because of race, s��, r��igian, cc�Ior, aj� national origirt.; The a�oresaid prc�visic�n shall includ�, taut rtt�t be limited t�, the fc�tic�vsing, �rnplc�ymeni, up�rading� derr�c�t�on, oi transfer; recruitrn�nt �r reeruitment advertising;; la�-Off oa� tet�ninati�n, rates of pay ax other fot=ms af camp�ns�tit�n, and selection for training, in�cludin;<< ap�r�niices�ip: The C+�ntracivr agrees to past hereafter in conspicuous plac��, �v�ilable far �rn�Zloye�s; �r a�plicant� for �mplaym�nt, nc�tices t� Y�e p�o��ided by the COTlt2'i€Giitt� t)�i�2� 5��1T1� �fl1'�1 LE"lE; provisi+�ns af the ncsn-c�iscrimination ciause, `T�ae Conzraciar fit.rther agrees to insert the fc�regt�in� provisions in a1'l ct�nt�acts hereuttd�z, i�ciudin;t; cc�r�tracts or a.g�e�men#s w%th l��r unions antl/�r wp���r's re�res�ncativ�s, exc�p� sub-�v�tractars �c�r sta�dard com�ne,c�iaJ supplies or raw maierials, It is mutuall�r �ed betwe�n the parti�s h�r�to that time is af the essence of th�s �t�nira+ct, ancl in th�. everxt that the wor�C to be p�rfarmed by the C�ntractor is not completed within the ti,me stipula�teci h�rein, it is th�n further agr�d t�at the Ciry may de�iuct fram such surrt� c�r c�mpensa.tior� as rnay t��� dt�� tc� the Co�ttra�tc�r the sum af ��.��Q.O�J per ciav f�r each d�y itzat the wc�rk to be perfarmed by t��� �t�ntractor rem�tins incompl�% t�yc�nd the time limit specified herein, r�llach suzn af �l O��.Q� �e�r ��, sk���1 a�ly and sol�l� represeni damages w�icl� th� Gity h�s sustaaned by re�son t�i'the failure �rftla,� Gc�ntraetc�r to ct�mplete tl�e �?v�rk wzthin tkze time stiputated„ it be�ng fi�rrhe� agreed tl�at this sum is �ot t+� be �c�nstru�d as a p�nalty b�t is onl� to be corrstrued as liquidated damages for failure c�fth� Caatr�ctt,r xo cc�mplete and perf�rr�c all �vt�rk within the time period as speci�ed in this contract. Ii is tu�ther t�utuallv a�eed betv�een the Ciry and the +G�zntractt�r tl�at if, any time af�er the exe�cutivn c:�f t�is contract and the surety� bond wlazch is att�ch�d �ereto fc�r th� faithfiii perfarrnan�e +�f th� t�r�`�rns an4� conditions as �ontainet� her�in bv #he Cot�tr�ctar, that the City� shall at any tirne d�em the surety �:�r sureties upon such perfcarrnanee �o�d to be unsatisfa�tary or if, fc�r any reaso�, the s�id bc�nd ceases 1:r� � adequate in amount to eo��er the perfctrmazice �� the wc�rk tl�e G�ntraetor sha�l, at his c�r i�s ar��rn ex�nse, within ten {iCt) clays after receipt a��vritten nc�tice frQm the City to da so, f-urnish an ac�ditiva�:�i b�,�d or bonds in s�ch terrn and amounts �nd w�ith sueh 'suret� or sureties a� sh�ll b� s�tis�actc�ry� t� t��� �i2�. I� such ara event occurs, n� �i�rther p�ym���t sha�l be n�ade ta the Gantractar under th� t�rrms a�.�d p��visions af this cantract until such n�w Qr additic�nal securit� bc�nd ,�u�ranteeing th� �aithii�il �erfc�rrnanc� c�fth� wor% under the #erm� hereof shall be cc�mplet�d a�d furtiished ta the �ity in � for,�n satisfacto�y to it; ��ntraet Jt�r sit�n,dc>cx i�age � ni lfi �1�6+?C��-? � __ 1 ' ' � ' ' , � CONTRACT (3)� IN WiTNFSS WHEREOF, the pariies to the a�reement have hereunto set thcir hands and seals and have executed this A�,reement, in duplicatc, thc day and year first above written. CI't'Y OH ('LFARWATF.R IN PiNF,I,L.1S COtiNTY, FLnRIDA IIy: ,L�c.�vvt,. ' Y�'-�`i� _� Wi iarn i3. f{orne, I ("ity Maua�er t'ou�ttersig,��ed: � - �i,Q�le �i ���.�2��s �y' --- ' Gcorgc N. Cretekos, Mayc�r , �'I� ,� Irl ,� , ' , I� ' (Cuntr:�ctor must inJir:�te �vhethee Cc�rFwration, l'artiie�•ship_ C't�m�att� or Individtu�l.l (l�hc �xrtiun si�,niing shall, in his �-►wn lunelwritin�, si�� the Frincipol'S nanie, his uwn n:ime. and his title: �vt��rc: Ihe person is si�.:nin� Ii�r ri C'<�r��c�r<<ti+m, h� must, by A(lidavit. tih�nv his <�uthurity tc► hin�l the ('��r��ratiun). (`ontr.ic't ti�r ,i}!n.di�� � I'a�i� i nl t(� ' Attcst: . � ���vt-c2-� � . � � Rokm�►rie C'ail � City Cler� __`.._ . C11I1110 �UIU Assi�ianl C'ity Attorney nLTO CONtiTkUC'T `,� tNC. r� , __-�..,_ � '' _._. ..--.� =�. --- " �__ -- — _ -- �.., (('unlractur) � � � L3y: 5 �'�k;'��� �, . S ,w,'��., ���L�� � � � � ���'S �i ��Lv�' � � y ��' �r c � � � : � ;z _ r,�/� �.r t .. > 1 - �� -�� �.� c? ;� f � 7!?_r,12U 12 � � ' ' , ' r-, I� CJ ' CON't'RAC"1'OR'S AEF'lDAVI'I' FUR Ft�AAL PAYMFN'1' (CURPOKATION FOR11� STATE OF FLORIDA COUN'I'Y OF On this day petsc�nally appeared before mc, the undersigned authority, duly authorized ta� adminisier oaths anci takc acknowled�nents, __ __ _____ , �yho af�cr heillg duly 5wc�rri. deposes and says: Th�t hc is the _ ___ _ _ __ __ . ("I�ffI,L') ot4 ALTO CONSTRUCT'[nN C'OMYANY INC., a t�lori�l� Co�ur�itiun, with it, ��rinci��Gti pldce �l' husiness Ickateci at Q102 CAiI�FWAY BOIILFVARD TAMYA FLQRiUA :i3(�l9 (hereitt, �lie� "(-,untra�tor"). 'I�hat the Contra�;tor was the general contractor under a contract exccuted un the __ __ __ day of' __ __, 20 with the CITY OF CL,EANWATE�t, !� LORIllA, a municipal _ ____ corporation, as Ovv��er, anci that the Contractor was to perform thc cc�nstruction o!: SID LICKTQN PARK - SITF C1VIL CONS'l'RU(_"I'TON 1'R()JI�:CT N(). 12-(N124-PR-:1 I h�ii said wurk ha� nuw br�n completeci ai�d the (:ontractur h��.s p;�iJ and dischar�;��c1 all sub-c�mtractc�rti, � I<�lx�rer� �u��1 material men in connectiun with �iiel work and there are i�c� liea�s outst.u��lin� ul��uiy nature nor any �lcbts or obligatiuns that mi�;ht bc,�c;e�mc a lien �r �ncumbrance in connection with said work a�;ainst the descriF�c�l prc��xrt}. ' I� �_ , � � ' "t7�at he is makin� this affidavit pursuant to thc requirements uf C:hapter 713, I�lorida Statutes, and ttp�n consideration of the paymcnt of ___. __ ___ _ (l�inal full Amaunt of Contract) i�i fiill �itisfaction uncl di�c;}iarge of said wntracL 'Ihat the l)wncr is herehy mlc���e�i trum any clain� which mizht xrisr ��ut �►f said ('untrart. �l he word "lie�is" as �i�:�i in this atlidavit shal) i�lrxn any and �II .�ritiir�� ��iidcr the operation �7t the I-'lorida Mec:hanic'.ti Lien (.,aw as srt fiin1ll i�t C�haEit�r 713, F� lurida ti(atute�. Sworn and subscrit�ed to bc:tirre me ' �[�his . ciay oi� _, 2U_ HY: � �� �I ' Nt)TA�tY PIIBI,I(' . My ('umtnissi��n l�,xpire�: C'ornract ftrc sign.ducx Pagc 6 of 1 G , A FFIAN'I' YRF:SIDF:1�'T 712h12I112 ! 1 rROpos�. Borm , (Not to be filled out if a certified check is submitted} KNOWN ALL MEN BY THESE PRESENTS: That we, the undersigned, 1 Alto ConEtrucLion Company, Inc. �����'? �d p,,VE:].[)pr'T'.i Sure*y and Lndrmni *y Ccxn��any _._._ ,__ _ ��.1,.. ,��`` ___._,._� 8S S11tCty� wiW�S AuU1GS� 1S �'.c). Bax 1977. � , � I�vine, CA 92623 $[� }�� � �y �d LUliO the City of Clearvvater, Florida, itt the st� of Ios <,t .,��,u��t c,�a Dollms (Sl c�� �f ��l3nt t�� a miuimum pf 10°/a of Cont�acxot's tofal bid 8mouni) for i�1e PeYmcnt of which, weli a�xi tnily to be made, we hereby jointly and severally bind our�lves, ow hens, e�cecutors, administrators, successots and assigns- "The condition of the above obligation is such that if the attacbod proposal of A1 �° Construct ion Company , 1 nc . � _ $y p(�pCl�� � Uevcic�exs Surcty �uid lndcaaiity �c�np:uiy � SUICty, for work speeified as: `�id [,ickton Prnjecr. ' ' � L� ' ' CJ , , ' , , all as stipulated in said Proposal, by doing all work incidental thet+eto, in accondance with the plans and spexifications pmvided henefor, e11 withit► Pinellas County, is accapted and the conteact avvar�ded to the above named bidder, and the said bidder shall within ten deys after nadce of said awsrd enter into a cont�ct, in writing, and fiuni.sh the required Performance Bond with sun�ty or sureties to be approveci by the City Maaager, this oWigafion shall be void, o�x�wise the same shall be in full force and virt�e by law and the full amount of this Proposal Bond will be paid to the City as stipulated or liquidated �B�- Signe� this '- i day of """'="�'",, (i'rincipal must indicate whether corporation, partnershiP, com�anY or iixiividual) T�1B pBfsOA 51�,illllg S�18I�, lfl I11S OWiI �1811(�VVllllp� Stgll �!C PI'111Ci�'S name, his ovm name and his title; the person signing for a corporation must, by affidavit, shaw his authority to bind the c�x-poration. Sectionv.doc � 2� 1 �, Yage 7 of 16 i, .} _.�V'�1 i I 1 �-. Atto ['�n9tntction CompaZy, lnc. �IlI1C1�1 By�= :- �ti,4-�`�`L_..> L..�..- 'Ctle t � ay.: � � �kt., �- '�,rc:, ;u rt ,i id i��d� mrt `_ly C'�;���� ,:-iy ,� '`� { -. �- �}� J r/ •l Lani�• ' w . . r �n_t,�2oiz ' � i^ II POWER OF ATTORNEY FOR DEVELOPERS SURETY AND INDEMNITY COMPAMY PO Box 19125, IRVINE. CA 92623 (949) Z6�-3:iU0 KNOW ALL BY 7NESE PRESENTS that except as expressly limibed, DEVELOPERS SURETY ANO INDEMNITY C(HNPANY, dces h�xeby malce, ams�tuta and appoint: "'Daniel Fulton Wagnar"' � as its true anci lawhtl Altomr,y�shin-Far,t, Do make, ex�xwte, deNver ar�l:icki�uwledye, 6x and on beh2lf of said a�ratiort, as surety, tx�ixfs. unAertaltings 2rxf cattracls oi suret��.stxp givirg and granting un6a said Attorney(s)-+irFac:t fuN p�wer and authonry to do and ro perlomi every act necessary, reW�site or proper to be done in connection tl�erewith as each of sauf corpora�m cAUtd d�, but resExving tn each of said cwpora6on IuU power of subsdMion and revocati�m, arxi all of the acts of said Attomey(s) in-Fact, pursuarK to thc�; presents, are heroby ratified and caMemed. , Th� P��ver of Attorneyr is c�amed anrf h signe�l by (ac�irnile under :axl by authority of die foNwnr�q resohfian adaptai by the Bnani of Oiredors of UEVELOPEItS SURETY ANfl� INDEMNI7Y COMPANY, eflective as nE J�nuary 1 st, 2(N1R. ' kESOLVEU, that a combination of any two of the Chairman of the Boaard, the Presicfent, any Exe.wtive Yio�f'residenL Sertior �tx-Fresident or Y�e-Presictent of tMa curys r3*on lr� ;+^.' that eac h of thzm hereby is, authoriz� to exc�ie this Pawer uf Atto�ney, yu�ldyring the attrxncy(s) nanx�d in ttu; Puun:i uf Atturr�ey to exee,ute, un t�ehalf ut ��� cx.uporatwn, honcis, urrder'akings and wntracYS of suretyship; ar�i that the 5ecretary ur any As:�stant Secretary of the axpcxaUon be, and each of them hereby is, authorized to ai ttest the exewtion of any such Power ot Attorney; , ' , ' ' � , , , , , , ' RESOLVED, FUNTHER, tfiat tl�e signatures of such oflicers may be �fixed to any such Power of Attarwy or to arry certifica�e relating tl�ereto by facsim�e, and arry aauch Poyrer of Attrnney or certificate be:+nrg such Pacsim�le signatures shaq be valid and binding u�xx� the urorpor.rtioa wrt�en so alfizeA a+xt in !he fuWre widi respect to any Ixxxl, urKieitakirg a anwac;� or �uretysl,ip to wnw:n a �s anad,ed. IN WITNESS WHEREC�. CIEVEL OPFRS 5URETY AND INC)FMNITY COMPANY F�s c��used tFwse {xes�s to ht: signecl Ayr its ofGcers and attested Gy its Se+;re'ary or As.wstartt Sedefaty this (kto6cr 4fh. 2011. By: ` ' / �� 0�' O��nir•I Yauiq, S��nia Yx:ef'resHie.nt _ � t sy: 5 �—� Gi _r�'�-�� 5h.we A. 7vadl, Vice-Presicienl State oi Cali�xrra County of Orange C)n _ _(ktober4.2011 Date per�naNy appearesl t�ekxe me, .�..�w r � ANTONlO ALVARAAQ � � C01AAA. ! 1980K43 K NOTNiY�E � � � oOnNn. e�hss . 8, 2013 F'laa: Nata�y Seal AbavN ,-yo`���Rpoe,�;yOF� =, " r - o�': 1 9 3 6 :�� ;= ''�?,��• i�►vn .�'da•• . *,.. _l4►tanbMrarado� I�k�Fary PuhGc Here Itisert Name 3nd Tdle of the OlFcer O�niel Y�urJ arri Stev� A. Tvt�1t Wanx!(s) of Sk��(s) -- — wM� provcd fo n�e an ihe basis oi 5atisfaciory evid�nce b be the pers�n(s) wh«w r�artie(s) �lare wtncritx�f tu the wiUu� �^stn>n�eni and ack�wxAedlgtd to rne Ihai heJshr�itK:�r exPCUted tlx sair�e in hisll�vliher:iutin:eiz�d �ry(iesj, and that by ►isllwrltl�en �iatur�(s) ai the iistrwnent Ihe pcvson(s), a the entiry upon d:�l( of whidt tlte persai(s) aded, extxuted tlx: instnnn�nl I ix�rtif�r urxlet PENALTY OF PERJURY u�x1e� the Lmws of thr �h�e ot C:+lilorni� tfr�t tF� Fareguiny P�+r�r,,�raph is We and cxxrecl. WITNESS my harut and olficial seal. Siqk�lure CER7IFICATE �- Antonio �Ur•xadu. Nd<xy F'�iblic: The uiwiersqned, :w Seueta�r a As.si�tant SecreG3ty uf DEVELUPERS SUF2ETYAND INOEIrtlVETY COM('ANY ik�es ticretry certi(y tt�i the foregoirg P� r�f Athrn��y rem�fns in tuuq (arce and has ool been revoleed and, furit►�xmore. tt�at the pnrrtsions of tlie resolution of the Bc�a�d d Direcl�xs o( said corpor�on sei forth in the Power of Athaney �E•e n k�rce :�.s d the date of lhis Ceitifi�te. This Certifica0e is exeaited in Ihe Gty of Irvme, Califomia. this �y: �(. `�99 Okur . isttxrt Secretary --- --- - - - - io-�a���,�a»> �� � �kn��-. �� �' z ' LJ ' , AFI�7DAVIT (To be filleti in and executed if the bidder is a corporation) STATE OF FiARiDA ) COUNTY nF Hiilsborough � Stewart G. Smith ___ being duly swom, deposes and �,ys that he/she is ' —_ _�----_._,_,._ ��'Y �f Alto .onstr�ction .n . Inc a corporation organi�ci aud existing under and by virtue of the laws of the State of Florida, anci having � its princi�a! office at: --- — 4102 Causeway Bivd. Tampa Hilisborough FL Street & Number City County State � , � ' � �ant fiuther says that he is familiaz with the records, minute books and by-laws of Alto Construction Co., inc. (Name of Corparation) �. A#�iant fwrthher says that . Siewart G_ Smith ;� President ___ __ __ (Oflice.�s Name) - _- - (Title) of tbe corpo�ation, is duly authoti2ed to sign thG Proposal for Sid Lickton Park - Site Civil Construction for said vorporation by virtt�e of (state whether a provision of by laws or a Resolution of the Board of _. __ Directors. !f by Resoludon give date of abdc�ption). _y=�`t �: ��. _- _ _ - ----- �ff�t Swom to before me this _14th _ day of ' ' ' ' , , , SectionV.dre 1 November Page 8 of 1(� , 24 12. . �, t , ��� _� , , � �j� �-� _ _ _ ___ _ �o�' r . a.we� r.,xx�s * * MY C�M�IISSION � EE �2590� Elizabeth Jones ���Q� E%PIRES Octobe� 22, 2014 ._ <n, FnnAn,/iM�U.��.:('44191y "l'�YIiP'. Type/prindstamp name of Notary — _ _ ___ _ --- �tle or rank, and Serial No., if any 7/26/2U12 r r LJ ' ' � ' LJ , ' � L� i_.J , � i 1 NON-COI.LUSION AF'FIDAVI7' STATE OF FI,ORIDA COUNTY OF Hillsborough � Stewart G. Smith President being, first duly swom, de�oses and says that he is of Alto Construction Co., Inc. the pxrty making the foregoing Proposat �r Bid; that such Bid is genuine and not collusive or sham: that said bickler is not financiaUy interested in or otherwise a�'iliated in a business way with any othar bidder on the sarne contract; that said bidder hati not colludeci, conspired, connived, or agreed, directly or indirectly, with any bidders or person, ta put in a sham bid or that such other pe�on shaU refrain from bidding, and i�as not in any manner, directly or indirectly, sought by agreement or collusion, a communication or confer�nce, with any person, ta fix the bid price or affiant or any other bidder, or to fix any overhead, profit or cast element of said bid price, or that of any other bidder, or to sex,�ure any advantage against the City of Clearwater, Flarida, or any person or persons interested in the pro�d contract; and that all statements contained in said pcoposal or bid are we; and furttier, that such bidder has not direcdy or indirectly submitted this bid, or the contents thcreof, or divulged information or data relative thereto tv any association or t� any mernber or a�ent thereof. -. ��`�����'-��-- - --- a��t Sworn ta and subscribed before me this 14thday of November 20 12_ -- > , s��onv.a�: �JI Page 9 of 16 L; � . ' -' 't �. y��� � � ',-r,t .� Notary �1 l�c >�.`*RY o�,�� ELIUBE7H T. JONES # � A1Y COI�AISSKIN / FE 025904 � EJfPIRES: October 22, 2014 '"q��'TA�,o� Bad¢dTtw :cernces fter�<�' �9N�a�Y 7/26r2012 ' � ' � , � PROPOSAL (1} TO THE CITY OF Ci,EARWATI�;R,, FLORIDA, for SID LICKTONPARK — SITE CIVIL CONSTLTCI'ION PROJECT NO.12-UOZ4PR A aaci doing such other work inciciental thereto, alI in accordance with the contract documents, marked SID LICKTON PARK — SITE CIViL CONSTt1CTION PROJE('T N0.12-0024PR-A � Every bidder mu.�t take rx�tice of the fact that even thoagh his pr�posal he accepted and the documents signed by th� bidder to whom an award is made and by those officials authorizeci to do so on behalf of the City of Clearwater, Florida, that no sueh award or signing shall be considered a binding c:ontraet � without a certificate fram che Finance Dir�ctor that funds are avaitable to cover the c�st of the work ta be done, or witt�ut the appmval of the City Attorney as to the form and legality of the wntract and all the pertinent documents mlating theret� having been approved by said City Attomey; and such bidder , is hereby char�ed with tlus notice. 'Che signer of the Proposal, as bidder, also declares that the only }�s�n, persons, com�ny or �arties interested in this Propc�sal, are named in this Proposal, that he has carefully examined the ' Adveatisement, In�tructions to Bidders, Contract Specificatiot�, Plans, Supplemental Spacifications, General Conditions, Special Provisions, and Contract Bc>nid, that t� �r his repres�ntarive has made such ' investigation as is neces.�ary to deternune tl� character and extent of the work and he pro�wses and agr+ees ilrat if the Proposal be accepted, he will cont�raet wit}� the City of Clearvvater, Florida, in the form of co�mad; ��tO a�uiexed, to provide the nece.ssary labor, materials, machinery, a�uipment, tools or app�ratus, do all the work required to complete the contract within the time mer►tioned in the Gerx.�ral ' Conciitivns and aocording to the reqturennents af the Ciiy of Clearwater, Florida, as herein and hereinafter set forth, and fiunish the required semty bonds for ihe foltowing prices to wit: , , �l �_� � , , Sedionv.doc Pa�e !0 of Id 7/2612012 � ' � ' OP(�AL i2) 1 !f the foregou►� Propc�sa! shall be accepted by the City of Clearwater, Florida, and the undersigned shall fail to execute a satisfactory contract as stated in the Advertisanent herein attached, then the City may, at its option determine that tt�e undersigned has abandoned the contract, and thereupon t6is Proposal ' shall be null and void, and the ecrtified check or bond accompanying this Proposal, shall be forfeited to becane the prope�ty of the City of Clearwater, Florida, and the full amount of said check shall 1�e retauied by We City, or ii'the Proposal Bond be given, the fWl amount of such bond shall be paid to the ' City as stipulated �r liquidated damages; otherwise, the bond or certified clteck accompenying this Propusal, or the amount of s�aid check, shall be r�etumed to the uncietsigneci as s-pecifieci herein. LJ 1 , , ' Attached hereTo is a bond or certified check on 1\C�.'t �U�.��� ►�,'�: ; u.� �� �" � 1y�,1•� �� Bank, for ti�e sum of ($ (being a minimim� of 10% of Contiactor's total bid amount). The full names and residences of all persons and parties interested in the foregoing bid are as follows: (If corporation, 8ive the tiarnes and addresses of the Prasident and Secretary. If firm or paRnership, the names and addresses of the members or partners. The Ridder shall li� not only his name but alsa the name of any pcisor► with whom bidder has any type of a�r�eement whereby such persods impnovements, enrichment, employment ar possible benefit, whether sub-conUactor, materialrnan, agent, supplier, or employer is comin�gent upon the award of the contract ta the bidder). NAMES: ' Stewa�t G. Smith ' , ' � � ADDRESSES: 190 Blanca Ave., Tampa, FL 33606 ,. ,, � �y.._�ig�ture of Bidder �-` �-i �, r�--� _=--- r. __. __ _� �' `` � 1 (Tlie bidder must indicate Corporaiio�artnership, Compaay or Individual). / , SectionV.doc u Page 1 I of 16 7/261ZO12 ' , ' ' , ' ' ' ' � � , , , � � , ' � PROPO5AL (3) The pe�son signing shall, in his own handwriting, sign the Principal's nanne, his own nFUne and his title. Where the �son signing for a corporation is other than the president or Vice-President, he must, by affidavit, show his authority, to bind the corpotation. Pririci}mt: Stewart G. Smith / l � � ,�,(,�i �Y� � . •;`i„h,�'` -- �''-�.._,..,_.._". _ Tifle: ���'E'� i t�n�" Business Ad� of i3idder: 4102 Causeway Bivd. City and S�ate: _ Tampa, FL Zip Code 33619 Dat�ed at Alto Construction Co., Inc. ,� 14th day of November _� A.D., 20 12. s�v.aa Page 12 of 16 7/26/2012 GiTY Ol� CLEARWATk;R ADDENDUM SHEET SID I.ICKTON PARK - STTE CIV1L CONSTUC770N PROJF.cT NO. i2-AU24-PR-A Acknowledgment is hereby made of the folbwing addenda received since issuance of Plans and Specifications. Addendum No. � Date: �ct. 30, 20t 2 Addendum No. 2 Date: No�• 1, 2012 Addendum No. 3 Date: Nov. 2, 2012 Addendum No. 4 pate: Nov. 5. 2012 Addendum Na. Uate: Addendum No. Date: Addendwn No. Date: Addeixium No. Date: Addendum No. Date: Addendum No. Date: Addendum No. Date: Alto Construction Co., Inc. (Name of Bidder) � , , ., f?s•�,_ �; �,__`�` f �,�. !'` � _ �.S1gi1�LrC O� �f'�1CCT� President --- — . ---__.. ----- -.� (T�tle �f Oflicer) November 14, 2012 .__-- e -- _ _ _ _ _ . _ __—�_.—_ _ . �) SectionV.doc Page 13 of 16 7/2612012 LJ � ' � � ADUENDIiM NO. 1 BIDDER'S PROPOSAL PROJECT: SID LICKTON PARK SITE CIVII. C.nNSTlJCT10N 1'RUJE("T NU. 12-01124-F'R-A BASE ITEM UNIT TOTAI., N�1. DESCRIPTION UNIT OTY PiUC'F PR10E f3etce Rid lnstlnnCC. I.'�+t�t, e�jutpentnt fi bulkiulg m.ttc�ials ,�< rcyuircJ fi�r rom�+lcir sit� citi il wurks .�cr�>rJmK d�t c�,ntr�w:i dra��•�n�s :uxt spec�tiu�uwn�. Tht site civil contractor shail �vide site la}rout o1 all site crvd consWCtwn 'As-Bwlt' construcced mnd�ucm.e by a I�censed surveycx to clua�e out SWFWMU �nnic by pruviding si��ed sraled s��rve� to the C�wne,1 neineer for constn,�.timg the cite work� aa show�n on the contract documen��s tuwi :,�cific.iti��ta Ite.hns nut Iist�Yi sha11 be included m the c.ontraclors hiA to tultill llx contracl drawings 8c specrficaUons:uiA �wt hmrtcxi �n the fi�llnwmg bid items: I. All silt fencing instalkd accnrdin�! to n�anufactures rec�aro7x�nd:�tiant � ' sediment twrricrs as rcquircd according ta the contract drewing 8r spaifications maintain during tl�e cunstructiun prri�xl , ' ' � , ' � ' u ' ' ' ' 2. Trre barricades according to draw�gs and specifications & maintained th�rin� the construction period 3. Removal of existing trtes as shown on the cnnstniction drnwings ac rrmov»I iru�hxiing rrxxs systems �nA dis�sed oft'site A. Rem��ve of rxisting asphalt �+vinK (E►:irlcm� 1� driveways); rea��uve cuncrete paving (slabs, sidewalks, curbs etc...): remove tencing Rr <Kher roiscellrmeexa site elements and disposecl otT site S. Construct ccxnplete stam sewer chainage systerns: retentic�n pwuis, swaks. lBahia sodding of raention ponds sides, bottoms and 5 feet heyc,rxi t� c�f hank ncx part of b»se bid see ahemates); concrcte we�r & outfall structures, concrete rrrenhoks, concreu inlets. concrete miter end sections, c�an outs, trcnch drains, under drain syste►n, all required stann sewer pipu�g systra�u, un:lude all cast iron: rims, manhok covers, grate inlets, pipe fittin�s far a canplete operational starm sewrr syslem �axdmg W the contract drawings ��d specifications G. Site �ad'ui� uf e�►tire �ite uK:ludea. [uugh grediiq; sitr, fiitie grading site; fine n,�ading of swal�s; fine g�rad'mg of baseball fieldc in prep�ation for installati�n ta tlay baseball infields/warning hack m�erials; constnxt or irrodifying ixrms per Arawings, the Engineer has deoenninrci a�axinwtely 5,000 cu. yc�. of additiimal u�ils will reyuireci tn be impcxted [o the site, contractor shall verify and proviele impmeci soil as neccssnry provid'm�: structural fill benesth pro�xxed restraa»lptess twx/cunces,ic�n twik�ing, all concretc: flatwork are� plus - minat one inch Io the compacted subgrcide far Mhers to pertorm ihcir work, basebaU tiekLs, landscapc pl:uiters �nd Iathtsc.sF�c <uea� shal) twve volwnr c►f 70 %e top�il atni 3�Y'io completely decomposed compost mixed on site to achieve a pN txrwcen 6.l► - 7,0, �nples of these soils shall br provided to th� (?wmcr far tesling .�ix1 appruval pricx to impc�rling to thc site ,,,, �nm1' �ii�. { �. �_� .i �: �,. s. � $6,856.00 $6,856.U0 l. S. I $2,Q03.00 $2,003.00 L. S _ I $90,115.00 $90,11 °,i.00 L. 5. I l.. S. I t .. S. I $60,426.00 $60,426.00 $380,672.00 �226,863.00 $380.672.. D0 a226,863 ,00 � , , ADDENDUM Nn. 1 BIDDER'S PROPOSAI PRnJECT: SID LICK7'ON PAItK — 51TE CIVIL CON57'UC'TION PROJECT NO. 12-0024PR-A ' BASE ITEM UNIT TUTAI � NO. D�SC'RIPTION t�NIT Q"i'Y PRIf"F PRICE: 7. lnstaliation and transport of clay and warning track materials colkcted from (}wner's Nursery faciliry atross Satum Avc. and installed on to � basebali ficlds ctay infield, buitpens and �vaming track areas to the minim��m �pths reqi�ired :u�d comp�ted :� spc.�c:ifiui and shuwn on the �untract ckawin�s I, ti 1 $22,747.00 $22,74��.00 , ' ' L_� L__J , ' 8. PBVed parl:ing, drive aisks, and asphalt parlcing areas with 9 inch compacted sabili�ation of subgrade to 98 percent proctor, install cn,st�d concrete base minirnum b inclKS thick cumpacted ancl fine �aded in Ureparat�n of asphalt surfacing by nthers; grncs parking comparted lid °1. clean soiVdt)°/. compost from subgrade to 95'/, proctor to finish gr�de af � pnrking tbr installntion of Bahio �aan�� by aners 9. Iruqllation of dorr�estic water system DDVC & BFPD including tap int�i existing watrr tr�in t+y l�ity F'ubl�c Utilities Uept., Site Crvil ('antrx-tor shall mstaU 2 inch water main incl�xling all necessary items; l�ir� watcr 1)t)Vt s�: I3('t'D inchding tbp iMu e�isling watcr nu�in by City Public: Utiti�ies t�pt., Site Civil C:onvaetor shs►II install. firc hydrant, galvanizeci metal bollards ��ted yelluw gate valves, pipin�, }'ire DepG Comection (in landscape islanci), and Storz Fire fkpt. Corurection At ttie � buikiu�g, all piping antl fitlings a:: neceti,ar� in providing a complete fineticx�al dcxnestic and fire water system aex:cxd'u�g tu the drawu�s and specifx�tions 10. Sub total af line items 1 ttuot�bh 4 I I 10°1� ('�ntingcncy of line I� 12. T ota) of linc items I though 9 a�xi I I(10°io wnhnngr�wy 1 L. 5. 1 L. S. 1 $122,874.00_ $41,010.(}0 $122,87��t.00 1 011,1.00 S 953,5f'vEi.00 b 95,3�iia.60 � 1,048,9<!2.60 � WRI'I` Tf:N 1'OTAL. AMUUNT 1NCLUDES IJNF. ITEMS 1!) �nd ! 1(tU°/. Cc)NTINC;F.N(�Y°) One Million Fort�r-eiy�ht Thousand Nine Hundred Twenty-two and 60/100 Dollars co+iPwNV•snnn�F: Alto Construction Co., Inc. -__- ,,�,�,Kx,��. 4102 Causeway Blvd. ��-�Y. Tampa , _ - --_ . —.— ' zir�•��uF.: 33619 �r�.t,wPHONe: 813-241-2586 Fa�,: 813-241-4117 t; M��i dlewis@altoconstruction com -••— rK�rv it:u n�n�r:: _ _�Lewi . � _ �...._. ���.._..�� ...._. ...... _.___"".��"�_..` I� u L� I I L� LJ l�J siGNE:u: ---_ __:�' �'''�� -�--°'"�"'"�^��-�_ r,r,.F. Senior Project Manager 11/14/12 n:�•r�:: .. . t(T% contin��ency shall be utilized only uEwn written reyuest by the conhactor for additional scope of work n�t �rx:luded m the b►ill of quantities to the C►wner, written approval by the Avvner for the additional scopc of work in tl►e utiliuiticm nf the 10%cuntin�ene}�, any Nnds nat utilized shall t►e returned to thr. owner upcH� close uut uf thr purchasr order shurt THF RIDdF,R'S TOTAI, ABOVE IS HIS TOTAL BID BASF.b UN Ii1S UNtT PRICES AND I.UMP SUhI PIt10ES ANll i HF. F.STIAIATED QUANTITIES RM,QUIRED. 7'HIS F`IGURE IS F�R INN`QRMA'I'll)N UNL.Y A'f THE TIMB UF OPE*IING BlDS. 1'ilE CITY N'ILI. MAKE THE TABUI.A►TIOlV FRQM TNF.. UN1T PRICtS Art) LUMP SUM Pltli'F: BID. It� I HwKE 15 A(v ERROK I!V fHE fU7At. Bl' TNF. BI{?OEtt. 1`I' 511AL1_ Bl: ['l1ANl,ED AS ANI.Y '1'IIF. UNIT PRIC'F.S 1tVI> LItMP SIIM YKI( `t: SIL1l.1, l:U�'FIN. I IIE 01l�r�t:R RESEKVE:.ti TIIE RICHT ?O SF.LEI'T .1N1' ITEAIS aND OR KFJEf"f At.l RIDC THE: T(}TAL Pltl( M: tiNAld, RF: l3,1 `�l't� f1N 1"ftD15<F°1 E"�"(F'1i Eil �ftiE' C)�1"��t:tt �1F'�}II� NR�),IF_�<-1�. .,•r* ���:\' �1 �� ��,i��� �_ ,� 1� •r i ' �� , ADDENDUM NO. ] R1nDER'S PRnPnRAt. YRO.)Et'�l': SID L,IChT(1N PARK - s�rr: c��iv1�, c:oNS�rur�rloN PRUJEC'"t' V(1. 12-0024-P12-A ' ALTERNATE ITF.M UNI T TUTAL W IYO. DF.SCRiPTInN I�NIT 07'1�' PRICF PRICF Altcrnatc Itcros Srtc C�v►I ('wuratl�N lu �x�ivicle imurwwr, ixh�e, eyuipmepl �rnl o�a�criah r��� �nC Sct�x, c�f W�nk rcyuinr�l in Ex:rti>nnir�, cw�struct altcrnutc iccros fcrr S'td Licktvn - S'ttc Civil t'onsduction ' 1 Inctallati�n �f Gec� Rl��ck Pomus Pavement Syst�m Tccording to the dra.,��ings and specific�tions �_, c_ � $27g,g22.pp $276,822.00 �, �` I � ' �J 1 ' , L_ ' � �I I� � , �! u r�iI I L� '� ' IJ �. Insteacl of haulinA remuved aee und dis�se aff site provide drum chipper and ehip tree debris fix lattdscape mulch, c:wntrac:tor slk�ll sttx�k pile chipped nwkh at a convenient location on site a� tum chip periodically (twice a ni��nth) to curr fi►r I:uidxape mukh, shedclinp, of hees for muk:h is not acce.ptAMle lanrkcape mulch mAterial �. S. � $43,582.00 $43,582',00 . . i. lnstrad uf hauling ckarin�: K gruhhing of exisY�g grass frc�rn site, stocxk pilc kraes k► dec�nnjxne fc�r compost, contractor shal) stock pik g.rubbed grdss at a eonvenient location on srte and turn gracs p�le peric�dically (twice a month) to atl�w to decompose fi►r axnpost a�xi mi�ei�ig in with topu�il fi�r � gr'�a baseball field and Iw�dse;siping fill soil mix verses bring in compost L. S. 1 �A�duct � 4. Bahia sodding of reteiuion punds sides, bottoms & 5 feet beyond top of bank i- Sub-total Af lines I d fi. 1t�/oConfiogcr�y c►f lirte 5 7. f'otal ot' line 1. 2. 3, 4, plus linc 6- I OYo ca�tiiq�cYwY $10.Od1:1.00 Sq. Ft 8?,00t) .27 $22,411;1.00 � 352,81 R� . D0 S 35,28'1.40 S 388,09;:�.�40 WR17"fEN TO'i'AL AMUUN'1' 1NCLUDES LINE 1TEMS 1, Z, 3, d, and 6(10•/. COIYTINGF.NCY") Three Hundred _ Eighty-eight Thousa�d Ninety-five and 40/10d Dollars _._ -- - - COAIP.4N1"swn�ir:: Atto Construction Co., If1C. qU[)kFtiS. 4t02 CaUSeVI►8y BIVd. �-���• Tampa ZI�f.ODF.: �i)19 _TF.I.F.�HnNF. 813-2'41-2rJBS FA\: 8i3-Z4�-4�i% E MAIL. fII@WIS�aIiOCO�1SiRICi1011qbm P12t� Tk U !VA}11K: eYl/I .- _,� _ _ _ _ __ �._.._ S�crreu �-�� ,,� �- _ ---- � � � �,t,; Senior Pro�ect Manager 11/14/12 _ _- _ _ _ -- _ -- u.� t � l0°.�o cuntingency shull F>e utili .ed only u�n w►itten rcyuc�t k.y th.: contractor for additional ccopc of work not included in the bill of' yuantities to the Owner, written approvol by the C)wner for the additional scupe of work in the utilizanon of the 10°'o cuntingency, any funds not utiliud shall be rctum�d to the owner upcm close out �f the purchase order short. THF.131nDER'S TOTAL ABOV�: IS HIS TU1'AL BIU BA�FU ON HIS UNIT PRICE.S ANn LUMP S11M PRIC.F,5 AND T'!HF. F:STIMATEU QUAN't7"fIES RE:(1l�IRED. TMIS FIGURF. 1S FOR INFt)RMATION ONLY AT 7'HF, TIMF. OF OPENIWC $1D5. TIIE CITY WTLL MAKE THF. TABUI,ATION FRQM THF, tINIT PRICES AND I,IIMP �t�M PRICE BIU. IF' THER� tS AN ERROR 1N'fHE TOTAU BY THE BIDQER, 17' SHALL BE C:HANGEt� AS ONLY TNE UNIT PR10Eti q1�U LtIMP SUM PRICE SNALL (:IIVERN. 'fNE OWNE:It RESE;kvErt �rH�: R�cH�r �Y) tiE:LFC`I' ANY ITEMS ANt) �:1R RF IF.t°I' ALL RI(1�. Tl1F `1'Q"1'Al. PRIC`£ Sl�ALL K� BASF.D ON ITEMS Sf.I.F.C"I'F:11 RY '17IE OWNER ()F Tlfllti PRUJ£CT. � �� ����� - i ;��_. +�, , ,. �n; �� I, � r-, ��'I �� , ' Section tU — General Condit'ans SCRUTINI2',ED COMP�NIFS AND BUSINE.4S OPERATIONS WITA CUBA AND SYRIA CERTIFICATION FORM THIS FOR�1 MZ/ST BE COMPLETED AND SUBMITTED WITN THE BID PROPOSAL FAILURE TO SUBMIT THIS FORM AS REQUIRED, 1KAY DEEM YOUR SUBMITTAL NONRESP+DNSIV� Tfie �ant, by virtue of the signature below, certifies that: , 1. The va�dor, company, individual, principal, subsidiary, affiliate, or owner is aware of the requirements of 9extion 287.135, Florida Statutes, regarding companies on the Scnrtinized Companies with Acdvities in Sudan List, the Scrutinized Companies with ' Activities in the Iran Petroleum Energy Sector List, or engaging in business operations in Cub� and Syria; and 2. 1`f�e vendor, company, individual, principal, subsidiary, affiliate, or owner is eligiblc tu , participate in this solicitation and is not listed on either the Scrutinized Companies with Activiti� in Sudan I,ist, the Serutinized Companies with Activities in the lran Petroleum Sector List, or engaged in business nperatians in Cuba and Syria; and ' 3. Busine.ss Cfierations means, for pwposes specifically related to Cuba ar Sy-ria, engaging in commerce in any form in Cuba or Syria, incl�ing, but not limiteci ta, acyuiring, developing, maintaining, oWming, selfing, possessing, leasing or operating equiprnern, ' faeilities, personnel, products, services, personal property, real property, military equipraent, or any other apparatus of business or commerce; and ' , � , , , ' , 4. If awarded the Contract (or Agreement), the vendor, eompany, individual, principal, subsidiary, af�iliate, or owner will iramediately notify the City of Clearwater in writing, no later tt�an five (S� calendar days after any of its �xincipais are placed on the Scrutinizeci Companies with Activities in Sudan I.ist, the Scrutiniz�ed Companies with Activities in the Iran Yetroleum Sector List, or engages in business operations in Cuba and Syria. , Sectionlll.doc ' , `�/ /�� Yf � �' �S''�""7 _ ALLt�10YfZCI� SlgpAtU�'e Stewart G. Smith Printed Name President Title Alto Construclion Co., Inc. Name of Fntity/Corporati�n Page 48 of 49 Tl312012 ' ' ' ' i ' ' ' ' , , ' � , ' , , , ' Section Ill Cieaeral Conditions STATE OF Florida CUUN'TY OF Hil�sborougn The foregoing instrument was acknowledge� before me on this 14th day of November , 20t ��, Stewart G. Smith (name of person whose signature is being notarized) as the President ((�u�� o�' Alio Constructian Co., Inc. (�� �,[' corporation/entity}, personally known tn me as described herein �.,, or produced a (type of identi�cation) as identification, and who did/did not take an oath. ���`" °ry H IIABETN T. ,IO�S •."� AIY COMwtSSION { EE 025904 * k EXPIRES• QClohe� 22, 2014 �' _'` Nar�d T1ru twdpet MolarY S�s ; £. NUTARY SEAL ABOVF. Sect�nDl.doc ,{' � __ } . i� < � , � NotA Public , Elizabeth Jones Printed N�me `ti fFY �'f�d�,, EL�ZABE7t� T. JONE;i My Commiasion Ezpi �.�v Co�uSSbN t� o2���a Efr�ete�er 22, 2(IS4 „r�rF� c�oe`� Babed Tluu Budget Nolary Semoes PagC 49 of 49 ?/31/20t2 � ' ' VENIlOR'S REI�ERF.NC�S SHF.LT OF SIMILAR TYPE YROJECi'S SID LICKTON PARK – SITE CIViI. CONSTUCTION WORKS PR(�TF.GT NO.12-0024PR-A ' Site Gtivil Con�ian Works similar type work d�llar valuc must be sabmitted with bidder's proposal and must be fillr.�1 out � compktely by pri�ing and kgibk not providing this form with the bidder's proposal or any blanks left on form shal) co�titute the biddtr's proposal is non-respo�tsive and bid will be rejected. � i. Projr,cc nsme: St. Leo University S v��? ,072,478.52 p� be�: 11 /2011 p� C��: OS/2(112 A��: 33701 SR 52 C�,. St. Leo .�c: FL � grichter�creativecontractors � ms`, _-- _._ _ �� p��, Gary Richter �7 ��t�; p�„�: �461-5522 p�- 727-447-4�9Q8 ' � , , �' � �I � �I �� Ji II� � � ' ' 2. p�j� �: Bob Sierra YMCA S V�„c 360,900.07 D,�e ��,: 03J2012 p� Ca„P�: 06/2012 �; 4029 Northdale Blvd. �;n,. Tampa . staa: F�..__- -- .o� Robert Wi ins Robert.Wiggins@TampaYMCp� c Pp� _.��._� F.-msil address: Phone.• 8��962-3220 Ftuc: 813-264-e1807 USCentcom Headquarters - Ph. 1& 2 2,552,808.00 04/2010 � 10/2012 3. Pn�ject rwme: _. __S Value Date bcg�: pau lekd: Ad�c..�s: MacDill AFB c�ry. ---___..—�, State: FL Robe�t Jesson ��lesson@cla►icconsWctian.com ��� Pe� _____.__ __ F.-rnail address: p�: 813-636-4422 F�„�; 813-207-2�(!78 4. Projcct n�ne� �� ��t - St. Petersburg s V�� 628,729.47 � 10/2011 11/2011 --- ___—_. _._._ beBan:__ _ __ _ Uate Complefcd' -- _.__ ���: 2300 22nd Ave. North ���,: St. Petersburg 5��. FL ancurry@atTant�cso ern avi J �"- p ng.com ---- ��� � Dan Curry g�4_581 _5805 954-581-0��65 - --- E-rnail �ddnss: _ _ __ PAonc: ---_ Fax: 5 �� �: MacDill Family Nousing ,,�,� MacDill AFB ���q �,.� Rip Panos s v�,� sss,ss� .s� n�� �: oai2o� o u.�� c:,,��a: � a2oi �i_ City. . state: F� _ _._ _.._. rip.panos@clarkbuildersgroup�r�36-4422 . 813-207-21:178 F-rnail adclrczs: Wwne_ Fa�c. ' , , � u „ J � 2012 Great Southern Tree Conference Field Day This is the pinnacle year for the Great Southern Tree Conference. Befc�re the conference spreads its wings and broadens ihe scope of the conference to cover a wider segment of the profession, it is important to share with the industry a culmination of 12 years of research and experience. If you missed the first 11 conferences, you can get a corriplete overview all in one day! All major findings, techniques and strategies designed to increase your efficiency and marketability will be demonstrated or on display for you to see and touch. This is the ultimate outdoor hands-on experience for you and your staf�f! ' Come roll up your sleeves and get your hands dirty with your colieagues. Now is the time to get the edge on your competition. Come find out the latest specifications and practices. , ' � ' !I ,� ' � i � Field Days Schedule of Events � Friday, November 30, 2012 8:45 a.m. � Welcome 9-10 a.m. � Innovations in Tree Production and Pianting Dr. Ed Gilman, University of Florida, Gainesville, FL Focused on the Southeast US and Florida, this opening, hands-on session will discuss how tree production has changec;l over the last 11 year. Provided will be the latest strategies on efficiently producing high-quality root systems and crowns. Thi�; is an opporfunity to take a closer look at what is really happening in the tree segment of our industry. 10 —11 a.m. � Outdoor Educationol Demonstrations Self-guided leaming stations will demonstrate the latest management techniques for nursery and landscape trees. IntE;ract with business colleagues and the top professionals in the state to interpret trees throughout the 10-acre demonstratioh� site. 11 — Noon � Jump into action! Dr. Ed Gilman, Universify of Florida, Gainesville, FL Dr. Gilman will review selected major projects in the field whose results are significant and are likely to be incorporateci into specifications and/or production protocols over the next several years. It's a great time to discuss these techniques ar�d see how you can incorporate them into your operation. Noon —12:45 p.m. � Lunch 12:45 — 1:15 p.m. � Industry Impact � This session will be an open discussion on how trees have improved, how efficiencies have increased and identify whal• else needs to be done. Are there major issues in the profession that we can address through education and research? Corne be a part of finding solutions! , ' � � 1:15 — 3:15 p.m. � Field Day Demonstrations (4 stations ot 25 minutes eachJ • Root Management and Root Health Improvement, Dr. Ed Gilman, Universify of Florida, Goinesville, FL • Palm Planting and Pruning, John Conroy, Fish &anch Tree Farm, lnc., Zolfo Springs, FL • Nursery Production Pruning (inctudes crown pruning), Michael Morshall, Marshall Tree Farms, Morriston, FL • Landscape Structural Pruning on Young and Old Trees, Adam Jackson and Collin KeUy, ValleyCrest, Jacksonvifle, FI_ � � � � � � � � � � � � � � � � � � � G reat Southern Tree Conference H i ItQ,n Hotel & Conference Center & Demonstration Site Exit 387 ■ Newberry Rd. N�Oaks Mall S. W. 20th Ave. I - % 5 HILTON HOTEL & CONFERENCE � CENTER � 1714 SW 34th St. Gainesville, FL 32607 Exit 384 N t .� � M � N Exit 382 � •.. . '... � � E � a� � � Hull Road ��ad <G,�et P 27th Ave. 31 st PI. 29th PI. 32nd PI. Williston Road � Fifield ■ / � 0 � M N < <I 23�d �eee �e<<a � niversity Ave. � GATE Environmental Landscape HorticulturE Education Laboratory (GSTC Demonstration Site) .� N � M � � N I71rPf_�tAF1C YA fF1P C�1'PAY CAIIYI7G�1"f1 Trcu l�nnforonro (lcmnnctr�tinn Citn From Exit 384 (Archer Road/SR 24 exit) Head East on Archer Road toward campus. Go through 34th Street. Thurn right on 23rd. Street/Terrace. The demonstration site is up the road on the left. You will see the University sign- Envionrmental Landscape Horticulture Education Laboratory.