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REVERSE OSMOSIS PLANT NO 1 - CONCENTRATE AND BACKWASH PIPELINES - 09-0018-UT-s � ;� � � � 1 � � � � � � � � ,� REVERSE OSMOSIS PLANT N0. 1- CONCENTRATE AND BACKWASH PIPELINES � (09-0018-UT) CONTRACT DOCUMENTS & SPECIFICATIONS ISSUED FOR BID 0 } C earwater � U City rsf C3�arwat¢r A�r�( 2�22 � 1 ' 1 �-°�`� CERTIFICATE �OF LIABILITY IN SURANCE THIS C@RTiFICATE IS ISSUED AS A MATTER OF iNFORMATiON ONLY AND CONFERS NO RIGHTS UPON THE CERTiFICATE HOLDER. THIS CERTIFICATE pOE3 NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NpT COI�STITUTE A CONTRACT BETWEEN THE I.SSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERIIFICATE HOLDER. IMPORTANT: If the certificate FiW�r is an ADq710NAL INSURED, the policy(ies) must be andorsed. If SUBROGATION IS WAIVED, subject to tl�e terms and conditlons of the poiicy, certain policies may require an endorsement AstatemeM on this certificate does not confer rights to the ceRificate holder in lisu oi such endonement(s). ATWOOD INSURANCE AGENCY, INC 14300 SW 36th Ave Rd Ste A Ocala, FL 34473 INSURED S. L. Williams Consulting Corp 242 Button Bush Lane Wellington, ET, 33414 561-792-6300 DATE (MMlDDNYYY) ��2��2.12 n`uroie:"`'� Usha Atwood Office Hrs Mon-Thura 9am-4pm (EVC. r�, �ar. i352) 245-2182 cac rro�: (352) 245-2746 ;�E�: at�oocU.nsurance@embarqmail . com INSURER�S) AFFORqNG CpVEppGE INSURER A: (,;$n$1 =na INSURER B: TraV@1@r8 INSURER C: EV$Ii$t011 INSURER D: INSURER E: INSURER F: NAIC t 36137 35378 COVERAGES CERTIFICATENUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. N0TIMTHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO VNi1CH THIS CERT�FICATE 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 POLIC�ES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CWMS. �R NPE OF INSURANCE �� POIJCY NUMBER (MMIDNYYYY) (M IIMITS GENERAL LIABILITY encH occURRENCE S Z OOO OOO ][ CAMMERCIAL GENERAL LIABILITY PREMISES (Ea ocaxrence) a 5O OOO CWMSMADE � OCCUR MED EXP (Myoneperson) $ A GL102190 0/16/2011 0/16/2012 pERSONALBADVINJURY $ 1, 000 QOQ Y GENERAL AGGREGATE $ Z� OOO � OOO GEN'LAGGREGATE UMITAPPLIESPER: PRODUCTS -COMP/OPAGG $ 2 OOO OOO POUCY �a Lp� $ AUTOMOBILE UABILJTY Ea acddeM g 1� OOO � OOO X ANYAUTO BODILY INJURY (Per persan) $ ALLOWNED SCHEDULED B AUTOS AUTOS BODILY INJURY (Per acddent) $ � NON-OWNED BA-0935N974 /5/2oi2 /5/2013 X HIRED AUT0.S X q�7pg P P R A E $ (Per acddeM) a X UMBRELLA �IAB X OCCUR EACH OCCURRENCE $ Z� OOO � OOO C EXCESS LIAB CLAIMSMADE 11OZ3O , O/1� O�ZG�ZZ AGGREGATE $ 1� OOO � OOO 1,000,000 � p� _,i DED j[ RETEMION S i q W�ORKERS COMPENSATION � T AND EMPLOYERS' LIABIIJTY Y�N TORY LIMITS ER ANY PROPPoETOR/PAFi7NEWEXECUTIVE J U L 3 O � U� Z. E.L EACH ACCIDENT $ OFFICEWMEMBER EXCLUDED') ❑ N/A (��aY in NH) E.L. DISEASE- EAEMPLOYEE $ If yea, deacribe und� DESCRIPTION OF OPERATIONS below �+ �"cjt E.L DISEASE- POLICY LIMIT S �I1L�nCe1'lll �en�1�I11Pf?`.. DESCRIPTION OF ppEfLq7�pNS /LOCATIpNS /VEHICLES (ACadiACARO 101.Additional RemarksSchetlule.'rf moreepaceis required) Certificate Holder is listed as additional insured CERTIFICATE HOLDER CANCELLATION Clty Of CZ@8T"V�Bt@T SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE Municipal S@TV1C@S Suildinq THE EXPIRATION DATE THEREOF, NOTICE 1MLL BE DELIVERED IN ZOO SOIl�'1 Mj►ttl.e AVP_I1L19� $Li1te ZZO ACCORDANCE WITH THE POLICY PROVISIONS. Clear�ater, FL 33756 A THORIZE REPRESENTATIVE � � ��•r`-t+• ��.�•— � � 1988-2010 ACORD CORPORATION. All rights reserved. ACORD25 (2010/05) The ACORD name arxi logo are registered marks of ACORD CERTIFICATE OF LIABILITY INSURANCE �°��'"""'°°""'"' ��/26l20,2 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTERTHE COVERAGE AFFORDED BYTHE POLICIES BELOIN. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certiflcate holder is an ADDITIONAL INSURED, the policy(ies) must be endorsed. If SUBROGATION IS WAIVED, subJect to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(sl. PRODUCER Risk Transfer Programs, LLC 219 East Livingston Street Orlando, FL 32801 INSURED Stafflink Outsourang, II, Ilt, IV, V& VI Ina 1776 N. Pine Island Road SUae 108 Plantation, FL 33322 866-481-9363 iNSURER B :Tower lnsurance INSUI�R C : of New York Nacs COVERAGES CERtIFICATE NUMBER:E93SF8BV REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY 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 THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLIC�ES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. �� TYPE OF INSURANCE � s POI.ICY NUMBER M LIC EFF � Y EXt+ LIMITS GENERAL UABILITY EACH OCCURRENCE $ COMMERCULL. GENERAL LIABILIN PREMISES Ea occurrence S CLAIMS-MADE � OCCUR MED IXP (My ane persan) S PERSONAL & ADV INJURY S GENERALAGGREGATE S GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS - COMP/OP AGG S POLICY P� LOC a AUfOMOBILE WBILITY Ea accident G r ANYAUTO �� -? ' BODILYINJURY(Perpeison) S ALL OWNED SCHEDULED �� BODILY INJURY (Per accident) S R D AUTOS AUTQS EO � U L 3 0 O�` Pe accfden DAMAGE $ ��u � OCCUR EACH OCCURRENCE S (� ►e� rw�a�� EXCESSLJAB CLAfMS-MADE ��t�� `�� AGGREGATE t �!l4llileel'Iilo �E �l'lTtlll�n'�. DED RETENTION $ S A WORI�Rg CpMPENSATION WSITHPE00020008 03/01/2012 03lOt/2013 X WRY LIM T �FR B AND EMP�.oYERS� uAelurY �� N WSITHPE00014903 ANY PROPRIETORIPARTNER/EXECUTIVE EL EACH ACCIDENT S 1.000,000 OFF�CEWMEMBER EXCLUDED? � N / A (Mandatary In NN) E.L. DISEASE - EA EMPIOYEE S 1,000,000 Ify� describe under 1,000,000 DESCRIPTION OF OPERATIONS below E.L. DISEASE - POLICY LIMIT S S a a a DESCRIPTION OF OPERpT10NS I LOCATIONS I VEHCLES (Attach ACORD 707. Additlonal Remuka Schadule, H moro spue b rcquked) Coverage is extended to the leased empbyees of altemate employer in all states except in monopolistic states (ND, OH, WA, WY): S.L. Williams Consultlng Corp. #1265 (Effective 11l26/05) City of Clearvvater Munidpal Services Building 100 South Myrtie Avenue Suite 220 Clearwatet, Fl 33756 ACORD 25 (2010/05) SHOULD ANY OFTHE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH TFIE POLICY PROVISIONS. AIRHORIZED FiEPRESENTATIVE Pege 1 ot 1 � 198&2010 ACORD CORPORATION. Ail rights reserved. The ACORD name and logo are registered marks of ACORD ' ' i . ADDENDUM NO. 3 FOR REVERSE OSMOSIS PLANT NO 1— CONCENTRATE & BACKWASH PIPELINES CLEARWATER, FLORIDA City Project No. 09-0018-UT ' DATE: May 23, 2012 SUBJECT: Addendum No. 3 to the REVERSE OSMOSIS PLANT NO 1— CONCENTRATE 8� BACKWASH PIPELINES PROJECT ' TO: Prospective Bidders and Others Concerned � The Request For Proposal for the subject project shall be supplemented and/or amended as follows: ' CHANGES TO THE SPECIFICATIONS: ' 1. Section IVa, Section 02622, 2.02, B, 1, after the words "Concentrate and Backwash pipelines —" delete "olive green" and replace with "shall be white and painted on the outside with three equally spaced 6-inch stripes running the length of the pipe, olive green m color. Paint shall be � Tnemec Series N-69 or approved equal and contractor shall follow paint manufacturer's instructions for surface preparation." 2. Section IVa, Section 02623, 2.02, B, delete in its entirely and replace with the following: "B. Concentrate and Backwash pipelines shall be black and painted on the outside with three equally spaced 6-inch stripes running the length of the pipe, olive green in color. Paint shall be Tnemec Series N-69 or approved equal and contractor shall follow paint manufacturer's instructions for surface preparation. Conduit shall be orange." All Bidders shall acknowledge receipt and acceptance of this Addendum in Section V, City of Clearwater Addendum Sheet where so indicated. Proposals submitted without acknowledgment of the Addendum will be considered incomplete. END OF ADDENDUM #3 Page 1 of 1 � � ADDENDUM NO. 2 FOR � REVERSE OSMOSIS PLANT NO 1- CONCENTRATE & BACKWASH PIPELINES CLEARWATER, FLORIDA City Project No. 09-0018-UT ., DATE: May 21, 2012 � SUBJECT: Addendum No. 2 to the REVERSE OSMOSIS PLANT NO 1— CONCENTRATE 8� BACKWASH PIPELINES PROJECT TO: Prospective Bidders and Others Concerned The Request For Proposal for the subject project shall be supplemented and/or amended as follows: CHANGES TO THE SPECIFICATIONS: 1. Section V, pages 14 and 15 of 15 — Delete the BIDDERS PROPOSAL pages 14 and 15 and replace with the revised BIDDERS PROPOSAL included with this addendum as an attachment. The revised BIDDERS PROPOSAL is to be used by all bidders. 2. Appendix C— Permits — The following changes apply: a. The City has obtained the following permit. Add the attached permit to Appendix C. i. Florida Department of Environmental Protection — PWS Construction Permit CHANGES TO THE DRAWINGS: 1. SHEETS C-3 and C-4 — Delete the 3" Conduit from Station 11+25 to Station 30+18. Add note on Sheet C-3 at Station 30+18 "CONTRACTOR SHALL CONNECT TO EXISTING 3" CONDUIT AND PROVIDE ALL NECESSARY APPURTENANCES." � All Bidders shall acknowledge receipt and acceptance of this Addendum in Section V, City of � Clearwater Addendum Sheet where so indicated. Proposals submitted without acknowledgment of the Addendum will be considered incomplete. END OF ADDENDUM #2 � 1 of 1 � , ' � ' � ' ' ' , ' ' ' , , ' i 1 1 1 Attachments 1. Revised Bid Proposal Form 2. Florida Department of Environmental Protection — PWS Construction Permit BIDDER'S PROPOSAL PROJECT: REVERSE OSMOSIS PLANT No. 1— CONCENTRATE AND BACKWASH PIPELINES PROJECT #: 09-0018-UT CONTRACTOR: BIDDER'S GRAND TOTAL (BASE BID) $ BIDDER'S GRAND TOTAL (BASE BID) _ (Numbers) (Words) THE BIDDER'S GRAND TOTAL ABOVE IS HIS TOTAL BID BASED ON HIS UNIT PRICES AND LUMP SUM PRICES AND THE ESTIMATED QUANTITIES REQUII2ED FOR EACH SECTION. THIS FIGURE IS FOR INFORMATION ONLY AT THE TIME OF OPENING BIDS. THE CITY WII..L MAKE THE TABULATION FROM THE UNIT PRICES AND LUMP SUM PRICE BID. IF THERE I5 AN ERROR IN THE TOTAL BY THE BIDDER, IT SHALL BE CHANGED AS ONLY THE UNIT PRICES AND LUMP SUM PRICE SHALL GOVERN. REVERSE OSMOSIS PLANT NO. 1- CONCENTRATE AND BACKWASH PIPELINES 09-0018-UT ITEM UNIT NO. BID ITEM DESCRIPTIONS UNIT TY PRICE TOTAL 1 Mobilization (3.5% Maximum) LS 1 2 Maintenance of Traffic (1.5% Maximum) LS 1 3a F&I 3" CONDUIT- HDPE Pipe by Horizontal LF 10,600 Directional Drill 3b F&I 6" BW - PVC Pipe by Horizontal LF 10,750 Directional Drill 3c F&I 8" CONC PVC Pipe by Horizontal LF 10,750 Directional Drill 3d F&I 6" BW - HDPE Pipe by Horizontal LF 1,850 Directional Drill 3e F&I 8" CONC HDPE Pipe by Horizontal LF 1,850 Directional Drill 4a F&I 3" CONDUIT HDPE Pipe by Open Cut LF 700 4b F&I 6" BW PVC/DI Pipe by Open Cut LF 700 4c F&I 8" CONC PVC/DI Pipe by Open Cut LF 700 5a F&I 6" Resilient Wedge Gate Valve & Valve EA 12 Box 5b F8�1 8" Resilient Wedge Gate Valve & Valve EA 12 Box Bid Tab Revised Addendum2.doc Page 14 of 15 Revised per Addendum No. 2— May 21, 2012 ' ' � ' ' LJ ' t ' ' ' � � �l � ' ' ' ' 6 Pull Boxes for 3" Conduit EA 36 7a F&I Combination Air Valve 6" BW EA 24 7b F&I Combination Air Valve 8" CONC EA 27 $a F&I ARV Polyethylene Cover (Houses two EA 23 ARVs $b F&I ARV Polyethylene Cover (Houses one EA 5 ARV 9 Root Pruning LF 1,300 10 Tree Barricades LS 1 11 Jack and Bore Crossing of N. Belcher LS 1 Road � 2 HDD 8" CONC/6" BW/ 3" CONDUIT 96+65 LS 1 to Station 103+41 at Sharke Road 13 Open Cut Crossing of N.E. Coachman Rd LS 1 SR 590 14 Materials Testing Allowance LS 1 $10,000 $10,000 Sod Restoration as Directed by the Owner 15 or the Owner's Authorized Project SY 500 Re resentative Concrete Driveway Restoration as Directed 16 by the Owner or the Owner's Authorized SY 500 Pro'ect Re resentative Concrete Sidewalk Restoration as Directed 17 by the Owner or the Owner's Authorized SY 500 Pro'ect Re resentative Concrete Curb Restoration as Directed by 18 the Owner or the Owner's Authorized LF 500 Pro'ect Re resentative Asphalt Paving Restoration as Directed by 19 the Owner or the Owner's Authorized SY 500 Pro'ect Re resentative Underdrain Restoration as Directed by the 20 Owner or the Owner's Authorized Project LF 500 Re resentative 2� Excavation Below Normal Grade and CY 100 Beddin Rock Refill SUBTOTAL (BID ITEMS 1-21) 22 Owner's Contingency (10%) LS 1 TOTAL PROJECT COST (BASE BID) —(BID ITEMS 1-22): Bid Tab Revised_Addendum2.doc Page 15 of 15 Revised per Addendum No. 2— May 21, 2012 In the Matter of an Appiication for Pecmit by: City of Cleacwater Robert S. Fahey Utilities Engineering Manager 100 S. Myrtle Avenue Clearwater, FL 33756 Robert.faheyja�mvclearwater.com Florida Departrnent of Environmental Protection Southwest Diatrict Of�cx 13051 North Telecom Parkway Temple TeRace, Florida 33637-0926 MBj/ 1 g, 2012 lz;ok scuti l'r��•crn�>r Jennifer (��rr��ll I,t. (io�•ctnur I l�:rtichci '1'. V im°ard 1r ticcretar�� Project: Reverse Osmosis Plant No. 1 Concentrate and Backwash Pipelines Pe�mit No. 0125966-330.DS/C City of Clearwater WTP PWS m No. 652-0336 Pinellas County NOTICE OF PERMIT ISSUANCE Enclosed is Permit Number 0125966-330-DS/C to conswct a public water main, issued pursuant to Section(s) 403.087(1), Florida Statutes (F.S.). A person whose substantial interests are affected by this permit may petition for an administrative proceeding (hearing) in accordance with Section 120.57, F.S. The petition must contain the information set forth below and must be 61ed (received) in the Office of General Counsel of the Department at 3900 Commonwealth Boulevard, Tallahassee, Florida 32399-3000, within 14 days of recei� of this Permit. Petitioner shall mail a copy of the petition to the applicant at the addtess indicated above at the time of filing. Failure to file a petition within this time period shall constitute a waiver of any right such person may have to request an administrative determination (heacing) under Se,ction 120.57, F.S. The Petition shall contain the following information; (a) The name, address, and telephone number of each petitioner, the applicant's name and address, the Department Pertnit File Number and the county in which the project is P�P�� (b) A statement of how and when each petitioner received notice of the Department's action or proposed action; (c) A statement of how each petitioner's substantial interests are af%cted by the Department's �don or proposed action; (d) A statement of the material facts disputed by Petitioner, if any; (e) A statement of facts which petitioner contends warrar►t reversal or modification of the Department's action or proposed action; (� A statement of which rules or stahates petitioner contends t�equire reversal or modification of the Department's action or proposed action; and (g) A statement of the relief sought by petitioner, stating precisely the action petitioner wants the Department to take with eespect to the Department's action or proposed action. rv�ubv cr��n s�aEC /t us PERMITTEE: City of Clearwater PERMIT No. 0125966-330-DS/C PROJECT: Reverse Osmosis Plant No. l— Concentrate and Hackwash Pipelines If a petition is fikd, die administrative hearing process is designed to formulate agency action. Accordingty, the Department's final action m�y be different from the position taken by it in this �it. Persons whose substantial interests will be affected by any decision of the Depsrtment wiih cegarci to the application have the right to petition to ba;ome a pacty to the proceeding. The petition must conform to the requirements specified above and be filed (received) within 14 days of receipt of this notice in the Office of General Counsel at the above address of the Deparbnent. Failure to petition within the aUowed time frame constitutes a waiver of any right such person has to request a hearing under Section 120.57, F.S., and to participate as a party to this proceeding. Any subscquent intervention will only be at the approval of the p�esiding officer upon motion filed pursuant to Rule 28-5.207, F.A.C. This permit is final and et%ctive on the date filed with the Clerk of the Department unless a petition is filed 'm accordance with the above paragraphs or unless a request for extension of time in which to file a petition is fited within the time specified for filing a petition and conforms to Rule 62-103.070, F.A.C. Upon timely filing of a petition or a request for an eactension of time this permit wili not be effective until further Order of the De}�artment. When the Order (Permit) is final, any party to the O�der has the right to seek judicial review of the Order pursuant to Section 120.68, F.S., by the filing of a Notice of Appeal pursuant to Rule 9.110, Florida Rules of Appellate procedure, with the Clerk of the Department in the Office of General Counsel, 3900 Commonwealth Boulevard, Tallahassee, Florida 32399-3000; and by filing a copy of the Notice of Appeal accompanied by the applicable filing fees with the appropriate District Court of Appeal. The Notice of Appeal must be filed within 30 days from the date the Final Order is filed with the Clerk of the Department. Executed in Hillsborough County, Florida. JSG/ra STATE OF FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION DRINKING WATER PROGRAM �� Jetiry S. Greenwell, .E. Water Facilities Administrator Southwest District Page 2 of 3 PERMITTEE: City of Clearwater PERMIT No. 0125966-330-DSlC PROJECT: Reverse Osmosis Plant No. 1— Concentrate and Backwash Pipelines CERTIFICATE OF SERVICE This is to certify that this NOTICE OF PERMIT ISSUANCE and all copies were mailed before the close of business on May 1g• � to the listed persons. FILiNG AND ACKNOWLEDGMENT FILED, on this date, pursuant to §120.52, Florida Statutes, with the designated Department Clerk, receipt of which is hereby acknowledged. 5-18_12 (Clerk) (Date) Enclosure cc: Gina C. Cashon, P.E., CDM Smith, cashongc a cdmsmith.com Page 3 of 3 � � L�' , PERMITTEE ' City of Clearwater ! 00 S. Myrtle Avenue Clearwater, Florida 33756 � ' Robert S. Fahey Utilities Engineering Manager Robert. fahe�a�m yc learwater.com Florida Department of Environmental Protection Southwest District OPfice ! 30S 1 North Tekcmn Parlcway Tempk Terrace, Florida 33637-0926 [ti�k Sc�tt l � overn��r iennifer Carr��ll Lt. Gov�rnor C (:.r�ch�l '1' �'inyard !r Secretan� PERMIT/CERTIFICATION PWS m Number: 652-0336 Permit Number: 0125966-330-DS/C Date of Issue: May 18, 2012 Expiration Date: May 17, 2017 County: Pinellas LatlLong: NA Sect/Town/Range: Project: Reverse Osmosis Plant No. 1— Concentrate and Backwash Pipelines , This pern►it is issued under the provisions of Chapter 403, Elorida Statutes (F.S.) and Florida Administrative Code (F.A.C.) Rules 62-555 and 62-4. The above named permittee is hereby authorized to perform the wotk or operate the facility shovm on the application and approved ' drawing(s), ptans, and other documents, attached hereto or on file with the department and rnade a part hereof and specificalty described as fotlows: ' Installation of an 8-inch RO concentrate line, a 6-inch waste backwash water line, and a 3-inch conduit pipeline. The pipelines shali be constructed in accordance with the plans and specifications prepared by Gina G Cashon, P.E., [CDM SmithJ. L' C r ' � ' ' ' ' Location: City of Clearwater, in Pinellas County, Florida. Specific Conditions: 1. All eonstruction must be in accordance with this permit. Before commencing work on �roject changes for which a construction permit modification is require� per 62-555.536(1), the permittee shall submit to the DepartmeM a written request for a permit modification. Each such request shatl be accomp�ied by one copy of a revised construction permit application, the proper processing fee and one copy of either a revised prelirninary design report or revised drawings, specifications and design data. [F.A.C. Rule 62-555.536] 2. Permitted construction or alteration of a public water system m�y not be placed into service until a letter of clearance has been issued by this Department. [F.A.C. Rute 62-555.345J 3. Permitted construction or aiteration of public water supply systems must be supervised during construction by a professionai engineer registered in the State of Florida if the praject was designed under the responsible charge of a professional engineer licensed in the State of Florida, The permittee must retain the service of a professional engineer registered 'm the State of Florida to observe that constiuction of the project is in accordance with the www.dep.state.Jl us � � � , PERMITTEE: City of Clearw$ter PERMIT No. 0125966-330.DS/C PROIECT: Reverse Osmosis Plant No. 1- Concentrate and Backwash Piplines engincering plans and specifications as submitted in support of the application for this permit. [F.A.C. Rule 62-555.520(3)] 4. A letter of clearance may be issued by this Department once the foliowing items have been submitted: ' a. Complete and fully executed form "Certification of Construction Completion and Request for Clearance to Ptace Permitted PWS Components into Operation", DEP Form 62-555.900(9) effective August 28, 2003 [F.A.C. Rule 62-555.345(1)]; ' b. The portion of record drawings showing deviations from DEP construction permit, including the appmved preliminary design report or drawings and specifications, if there are any deviations from said �it. (Note that it is necessary to submit a copy ' of only the portion of recoc+d drawings showing deviations and not a complete set of c�ecord drawings) [F.A.C. Rule 62-555.345(lxa)]; � � ' a Copy of a satisfactory pressure test of the RO concentrate and waste backwash water pipelines performed in accordance with AWWA Standards. [F.A.C. Rule 62- 555.320(21 xbx 1)J 5. The permittee must instruct the engineer of record to request system clearance from the Department within sixty (60) days of compietion of construction, testing and disinfecting the system. Bacteriofogical test results shap be considered unacceptabte if the test were completed more than 60 days before the Departmer�t received the results. [F.A.C. Rule 62- 555.340(2xc)] 6. If prehistoric or historic artifacts, such as pottery or ceramics, stone tools or metal implements, dugout cance remains, or any other physical remains that could be associated with Native American cultures, or early colonial or American settlement are encountered at any time within the project site area, the permitted pmject should cease ali activities invoiving subsurface disturbance in the immediate vicinity of such discoveries. The permittee, or other designee, should contact the Florida Departrnent of State, Division of Historicat Resources, Compliance and Review Section at 850.245.6333 or 800.847.7278, as weU as the appropriate permitting agency ot�ice. Project activities should not resume without verbai and/or written authorization from the Division of Historical Resources and the permitting agency. In the event that unmarked human remains are encountered during permitted activities, all work shatl stop immediately and the proper authorities notified in accordance with Section 872.05, Florida Statutes. 7. The supplier of water must operate and maintain this facility in accordance with the requirements of F.A.C. Rute 62-555.350 and the applicabie standards in 62-550. 8. The permitte;e shall be aware of and operate under the attached "Applicable Conditions." Applicable conditions are binding upon the permittee and enforceable pursuant to Chapter 403, F.S. [F.A.C. Rule 62-555.533(t)j Page 2 of 3 ' CI� ' ' ' ' PERMITTEE: City of Clearwater PERMIT No. 0125966-330-DS/C PROJECT: Reverse Osmosis Plant No. 1- Concentrate arid 8ackwush Piplines 9. If unantici�ted delays wilt cause project completion to extend beyond the expiration date of this permit, the permittee shalt submit to the Department a request to extend the expiration date of this permit inciuding the appmpriate processing fee. 7'his request shall specify the reasons for the delay and shail be submitted to the Department for approval prior to the expiration date of this permit. Note thai no specific construction permit shall be extended so as to remain in effect longer than five years. [F.A.C. Rule 62-555.536(4)] 10. Atl raw water main pipe, including fittings, shall be color coded or marked using green as a predominant color to differentiate raw dtinking watcr from finished, reclaimed, or other water in accordance with F.A.C. Rule 62-555.320(21�b) 3. 11. Persons proposing to transfer this permit prior to the project being approved or cleared by the ' Department for placement into permanent operation shall comptete DEP Form 62-555.900(8) effective August 28, 2003 and submit to the Department along with the proper processing fee. [F.A.C. Rule 62-555.536] � ' u , ' ' � � � � C � JSG/ra STATE OF FLORIDA DEPARTMENT OF �NVIRONMENTAL PROTECTION DRINKING WATER PROGRAM Jeffiy S. Grcenwell, P. . Water Facilities Administrator Southwest District Page 3 of 3 � ' Applicxble Permit Conditiona. (1) The terms, conditions, requirements, limitations and restrictions set forth in this permit, are ' "permit conditions" and are binding and enfom,eable pursuant to Sections 403.141, 403.727, or 403.859 through 403.861, F.S. The permittee is placed on notice that the Department will review this permit penodically and may initiate enforcement action for any viotation of these conditions. � ' ,' (2) This permit is valid only for the specific processes and operations applied for and indicated in the approv� drawings or exhibits. Any unsuthorized deviation from the approved drawings, exhibits, specifications, or conditions of this permit may constitute grounds for revocation and enforcement action by the Depactment. (3) As provided in Subsections 403.087(6) and 403.722(5), F.S., the issuance of this pennit dces not convey any vested rights or any exclusive privileges. Neither does it authorize any injury to public or private property or any invasion of personal rights, nor any infringement of federal, state, or local taws or regulations. This permit is not a waiver of or approval of any other department permit that may be required for other aspects of the total project which are not addressed in this permit. (4) This permit conveys no title to land or water, dces not c�nstitute State recognition or ' acknowledgment of title, �d not constitute authority for the use of submerged Lands unless herein provided and the necessary title or leasehold interests have been obtained from the State. Only the Trustees of the Internal Improvement Trust Fu� may express State opinion as to title. ;� ' (5) This permit does not relieve the permittee from liability for harm or injury to human health or welfare, animal, or plant tife, or property caused by the constcuction or opecation of this permitted source, or from penalties therefore; nor does it allow the pecmittee to cause pollution in contravention of Florida Statutes and Department rules, unless specifically authorized by an order from the Department. (6} The permittee shall properly operate and maintain the facility and systems of treatrnent and control (and related appurtenances) that are installed and used by the permittee to achieve complianee with the conditions of this pecmit, as required by Department rules. This provision includes the operation of bsckup or awciliary facilities or similar systems wnen necessary to achieve compliance with the conditions of the permit and when required by Department rules. (7) The permittee, by accepting this permit, specifieally agrees to allow authoriz� Department ' personnel, upon presentation of credentials or other documents as may be required by law and at reasonable times, access to the premises where the permitted activity is located or conducted to: � (a) Have access to and copy any records that must be kept under conditions of the permit; (b) Inspect the facility, equipment, practices, or operations regutated or required under this permit; and ' (c) Sample or monitor any substances or parameters at any location reasonably necessary to assure compliance with this permit or Depsrtment rules. Reasonabte time may depend on the nature of the concern being investigated. � � � (8) If, for any reason, the permittee dces not comply with or will be unable to comply with any condition or limitation specified in this permit, the pern�ittee shall immediately provide the Department with the following information: (a) A description of and cause of noncompliance; and (b) The period of noncompliar�ce, including dates and times; or, if not corrected, the anticipeted time the noncompliance is expected to continue, aad steps being taken to roduce, eliminate, and prevent rccumence of the noncompliance. The permittee shaii be responsible for any and all damages which may Page 1 of 2 ' t result and may be subject to enforcement action by the Department for penalties or for revocation of this permit. ' (9) tn accepting this permit, the permittee understands and agrees that all records, notes, monitoring data and other information relating to the construction or operation of this permitted source which are submitted to the Department may be used by the Department as evidence in any enforcement case involving ' the permitted source arising under the Ftorida Statutes or Department rules, except where such use is prescribed by Sections 403.111 and 403.73, F.S. Such evidence shalt only be used to the extent ii is consistent with the Florida Rules of Civit Procodure and appropriate evidentiary rules. ' (10) The permittee agrets to comply with changes in Department rules and Fiorida Statutes after a reasonable time for compliance; provided, however, the permittee dces not waive any other rights granted by Florida Statutes or Departrnent rules. A re�sonabte time for compliance with a new or amended surface water ' quality standard, other than those standards addressed in Rule 62-302.500, shali include a�+eeasonable time to obtain or be denied a mixing zone for the new or amended standard. ' (11) This permit is transferable only upon Department approvat in accordance with Rule 62-4.120 and 62-734.300, F.A.C., as applicable. The permittee shall be liable for any non-compliance of the permitted activity until the transfer is approved by the Department. LJ (12) This permit or a copy thereof shall be kept at the work site of the permitted activity. ' (13) This permit also constitutes: (a) Determination of Best Available Control Technology (BAC'1� (b) Determination of Prevention of Signifcant Deterioration (PSD) (c) Certification of compliance with State Water Quality Standards (Section 401, PL 92-500) ' (d) Compliance with New Source Performance Standatds , ' � , ' ' ' � J (14) The permittee shall comply with the following: (a) Upon request, the permittee shalt furnish all records and plans required under Department rules. During enforcement actions, the retention period for all records will be elctended automatically unless otherwise stipulated by the Department. (b) The permittee shall hold at the facitity or other Iocation designated by this permit records of all monitoring infotmation (inctuding all calibration and m�intenance records and all original strip chart recordings for continuous monitoring instrumentation) requirod by the permit, copies of all reports required by this permit, and records of all data used to complete the npplication for this permit. These matcrials shall be c+ctained at least three years from the date of the sample, measurement, report, or application unless otherwise specified by Department rule. (c) Records of monitoring infortnation shall include: 1. the date, exact place, and time of sampling or measurements; 2. the person responsible for performing the sampling or measurements; 3. the dates analyses were performed; 4. the person responsibte for performing the analyses; 5. the analytical techniques or methods used; 6. the results of such analyses. (15) When requested by the Department, the permittee sluill within a reasonable time furnish any information required by law which is neuied to determine compiiance with the permit. [f the permittee becomes aware the relevsnt facts were not submitted or were incorrect in the permit application or in any report to the Department, such facts or infocmation shall be corrected promptly. Page 2 of 2 ' ' t u ' ADDENDUM NO. 1 FOR REVERSE OSMOSIS PLANT NO 1- CONCENTRATE � BACKWASH PIPELINES CLEARWATER, FLORIDA City Project No. 09-0018-UT DATE: May 17, 2012 SUBJECT: Addendum No. 1 to the REVERSE OSMOSIS PLANT NO 1— CONCENTRATE � BACKWASH PIPELINES PROJECT ' TO: Prospective Bidders and Others Concerned ' , , , LJ The Request For Proposal for the subject project shall be supplemented and/or amended as follows: CHANGES TO THE SPECIFICATIONS: l. The following shall be added to the TABLE OF CONTENTS: "APPENDIX B AVAILABLE DOCUMENTS" "APPENDIX C PERMITS" 2. Section IVa, Section 01014 — Paragraph 1.O1.D, second line, after the word "...2012." add the following sentence: "All work within Sid Lickton Park must be completed before October 31, 2012" 3. Section V, pages 14 and 15 of 15 — Delete the BIDDERS PROPOSAL pages 14 and 15 and ' replace with the revised BIDDERS PROPOSAL included with this addendum as an attachment. The revised BIDDERS PROPOSAL is to be used by all bidders. ' LI ' � 4. Appendix C— Permits — The following changes apply: a. The City will obtain the permits listed below: i. Pinellas County - Right of Way Utilization Permit ii. Florida Department of Environmental Protection — PWS Construction Permit iii. Progress Energy Florida — Letter of No Objection b. The City has obtained the following permits. Add the attached permits to Appendix C. i. Environmental Resource Noticed General Permit ii. State of Florida Department of Transportation - Utility Permit CHANGES TO THE DRAWINGS: ' l. SHEETS C-1, C-2 and C-3 — The start of this project is shifted to Station 11+25. The 8-inch and 6-inch gate valves shown at Station 10+00 (offset 36.97'L and 42.97'L respectively) are to be shifted to Station 11+25 accordingly. At Station 11+25, offset for the 8-inch gate valve shall be , 33.97'L and offset for the 6-inch gate valve shall be 39.98'L. Revise all notes accordingly to reflect the start of the project at 11+25 on all sheets and specifications. lof 4 ' � t2. SHEET CD-5 — DETAIL F— ARV TABLE 1- Revise footnotes as indicated below. ' ' ' ' �� ' �J ' , ' , a tation of Combination ARV may vary based on approved HDD Work Plan and -built rofile. b asis of Design for Concentrate Pipeline Is ARI Combination Air Vacuum/Air elease Valve Model D-040PT02 c asis of Desi Non Slam Device b ARI d asis of Design for Backwash Pipeline Is ARI Combination Air Vacuum/Air elease Valve Model D-021PT01 RV Housing shall be Water Plus Corp or approved equal. Where Model e 131632H2 is indicated, ARVs shall be located side by side to allow both ARVs to housed within a single housing unit. Model 101128H2 is indicated in locations here each ARV will have a sin le housin . Housin shall be olive een. 3. SHEET CD-6 — MISCELLANEOUS CIVIL DETAILS PINELLAS COiJNTY — Delete Sheet CD-6 in its entirety and replace with the attached revised sheet CD-6 - MISCELLANEOUS CIVIL DETAILS PINELLAS COtJNTY AND FDOT. Revise Index of Plans on Cover Sheet accordingly. 4. SHEET CD-7 — The following changes apply to the GENERAL NOTES a. Note 1 shall be replaced with the following —"l. MAINTENANCE OF TRAFFIC SHALL BE IN ACCORDANCE WITH THE MANUAL ON UNIFORM CONTROL DEVICES (LATEST EDITION AND REVISIONS). THE FLORIDA DEPARTMENT OF TRANSPORATION ROADWAY DESIGN STANDARDS INDEX 600 SERIES AND STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION (LATEST EDITION AND REVISIONS)". b. NOTES 7, 8, 9, 13, and 15 are deleted in their entirety and remaining notes are renumbered accordingly. c. Add the following note -"27. THE CONTRACTOR SHALL MAINTAIN THE EXISTING POSTED SPEEDS THROUGH THE WORK ZONE AREAS UNLESS OTHERWISE NOTED." 5. SHEETS CD-8 and CD-9 — For all FDOT Design Standards Index, update the border from "2010 FDOT Design Standards" to "FY 2012/2013 FDOT Design Standards" 6. SHEET CD-10 — Add the following note and symbols: 3. RGA4S wi�.t iiiSPLAY 7€�E MESSAGES BE�.OYd 2 a�EEKS PR�s3R T�5 Gfl�kS'sRUG3�QN, r� caac�a� ' � Cs.�sE� n7 idJ�ARRIIY�! ' ' � ��c.�y B�EG/�TPN[�S �Vl 'yA1G�" �i�� CLC�ED AT ME CQaCHKtAAt�tt � HryEC��+i�N�^5 �`1H11� C... Zof 4 ' ' ' ' 7. SHEET CD-11 — The following changes apply• a. Remove the advanced signage north and south along Belcher Road. b. Remove "NOTE: REMOVE TEMPORARY ASPHALT FROM PHASE lA DURING PHASE 1B CONSTRUCTION." c. Remove directional arrows in closed lanes. d. Remove "TYPE III BARRICADE" from the LEGEND. , 8. SHEET CD-12 — The following changes apply: a. Remove the "TEMPORARY WATER FILLED BARRIER WALL" along west side of Belcher Road from Plan and Detail A. , b. Add "PER INDEX 414" reference to each location of "TEMPORARY CONCRETE BARRIER WALL". c. Limit "WORK ZONE" to outside of private property right-of-way limits. ' ' ' lJ t ' ' 9. SHEET CD-13 — The following changes apply: a. Add "PER INDEX 414" reference to each location of "TEMPORARY CONCRETE BARRIER WALL". b. Adjusted "FLAGGER" location to northwest side of Oberlin Drive. 10. SHEET CD-14 — MOT DETAILS INTERSECTION OF OLD COACHMAN RD & DREW ST — Delete sheet CD-14 in its entirety and replace with the attached revised sheet CD-14. GENERAL CLARIFICATIONS: Question 1: Can a single drill be used to pull all three pipes (8-inch concentrate, 6-inch backwash and 3-inch conduit)? Response: The design intent as indicated in the contract drawings is for two parallel boreholes. One borehole for the 8-inch concentrate pipeline and a parallel borehole for the bundled 6-inch backwash pipeline and 3-inch conduit. Approval for the HDD Work shall be determined during submittal reviews as required by Supplemental Technical Specification Section IVa Section 02413. Question 2: Is the engineer's opinion of probable construction cost (EOPCC) available for this project? ' Response: The City does not provide the EOPCC but can provide the City's budget for the project. The budget for the project is $1.5 million. ' ' � Question 3: Item #14 on the BIDDERS PROPOSAL (Materials Testing Allowance) does not include an amount. Response: Delete Section V, pages 14 and 15 of 15, BIDDERS PROPOSAL. The BIDDERS PROPOSAL has been revised and includes the Materials Testing Allowance and revised quantities for items Sa and Sb. The revised BIDDERS PROPOSAL is included as an attachment to this addendum and is to be used by all bidders. 3of 4 Question 4: Will HDPE be allowed for drills with a depth of less than 10 feet? Response: The approved materials for this project are identified on Sheet G-1, Note No. 32 unless shown otherwise. Procedures for Substitution Material and Equipment are specified in Section II — Instructions to Bidders, Article 8 and Substitutes and "or Equal " Items are specified in Section III — General Conditions, Article 6.3. All Bidders shall acknowledge receipt and acceptance of this Addendum in Section V, City of Clearwater Addendum Sheet where so indicated. Proposals submitted without acknowledgment of the Addendum will be considered incomplete. END OF ADDENDUM #1 4of 4 ' ' Attachments ' 1. Revised Bid Proposal Form ' 2. Environmental Resource Noticed General Permit 3. State of Florida Department of Transportation - Utility Permit , 4. Sheet CD-6- MISCELLANEOUS CIVIL DETAILS PINELLAS COUNTY AND FDOT ' S. Sheet CD-14- MOT DETAILS INTERSECTION OF OLD COACHMAN RD & DREW ST ' ' ' , ' ' , � � , � ' ' BIDDER'S PROPOSAL PROJECT: REVERSE OSMOSIS PLANT No. 1— CONCENTRATE AND BACKWASH PIPELINES PROJECT #: 09-0018-UT CONTRACTOR: BIDDER'S GRAND TOTAL (BASE BID) $ BIDDER'S GRAND TOTAL (BASE BID) _ (Numbers) (Words) THE BIDDER'S GRAND TOTAL ABOVE IS HIS TOTAL BID BASED ON HIS U1VIT PRICES AND LUMP SUM PRICES AND THE ESTIMATED QUANTITIES REQUIRED FOR EACH SECTION. THIS FIGURE IS FOR INFORMATION ONLY AT THE TIl�ZE OF OPENING BIDS. THE CITY WILL MAKE THE TABULATION FROM THE iJNIT PRICES AND LUMP SUM PRICE BID. IF THERE IS AN ERROR IN THE TOTAL BY THE BIDDER, IT SHALL BE CHANGED AS ONLY THE UNIT PRICES AND LUMP SUM PRICE SHALL GOVERN. REVERSE OSMOSIS PLANT NO. 1- CONCENTRATE AND BACKWASH PIPELINES 09-0018-UT ITEM UNIT NO. BID ITEM DESCRIPTIONS UNIT TY PRICE TOTAL 1 Mobilization (3.5% Maximum) LS 1 2 Maintenance of Traffic (1.5% Maximum) LS 1 F&I 3" CONDUIT- HDPE Pipe by Horizontal 3a Directional Drill LF 12,600 F&I 6" BW - PVC Pipe by Horizontal 3b Directional Drill LF 10,750 F&I 8" CONC PVC Pipe by Horizontal 3c Directional Drill LF 10,750 3d F8�1 6" BW - HDPE Pipe by Horizontal LF 1 850 Directional Drill � F&I 8" CONC HDPE Pipe by Horizontal 3e Directional Drill LF 1,850 4a F&I 3" CONDUIT HDPE Pipe by Open Cut LF 700 4b F8�1 6" BW PVC/DI Pipe by Open Cut LF 700 4c F&I 8" CONC PVC/DI Pipe by Open Cut LF 700 5a F&I 6" Resilient Wedge Gate Valve & Valve EA 12 Box Bid Tab Revised Addenduml.doc Page 14 of 15 Revised per Addendum No. 1— May 17, 2012 5b F&I 8" Resilient Wedge Gate Valve & Valve EA 12 Box 6 Pull Boxes for 3" Conduit EA 36 7a F&I Combination Air Valve 6" BW EA 24 7b F&I Combination Air Valve 8" CONC EA 27 $a F&I ARV Polyethylene Cover (Houses two EA 23 ARVs $b F&I ARV Polyethylene Cover (Houses one EA 5 ARV 9 Root Pruning LF 1,300 10 Tree Barricades LS 1 11 Jack and Bore Crossing of N. Belcher Road LS 1 �2 HDD 8" CONC/6" BW/ 3" CONDUIT 96+65 LS 1 to Station 103+41 at Sharke Road 13 Open Cut Crossing of N.E. Coachman Rd LS 1 SR 590 14 Materials Testing Allowance LS 1 $10,000 $10,000 Sod Restoration as Directed by the Owner 15 or the Owner's Authorized Project SY 500 Re resentative Concrete Driveway Restoration as Directed 16 by the Owner or the Owne�'s Authorized SY 500 Pro'ect Re resentative Concrete Sidewalk Restoration as Directed 17 by the Owner or the Owner's Authorized SY 500 Pro'ect Re resentative Concrete Curb Restoration as Directed by 18 the Owner or the Owner's Authorized LF 500 Pro�ect Re resentative Asphalt Paving Restoration as Directed by 19 the Owner or the Owner's Authorized SY 500 Pro�ect Re resentative Underdrain Restoration as Directed by the 20 Owner or the Owner's Authorized Project LF 500 Re resentative 2� Excavation Below Normal Grade and CY 100 Beddin Rock Refill SUBTOTAL (BID ITEMS 1-21) 22 Owner's Contingency (10%) LS 1 TOTAL PROJECT COST (BASE BID) —(BID ITEMS 1-22): Bid Tab Revised_Addenduml.doc Page 15 of 15 Revised per Addendum No. 1— May 17, 2012 '` - �� ` � 2379 Broad Street, Brooksville, Florida 34604-6899 �� "��.�� :-� ��:��. Water Mana eliZeiZt DZSt%iCt �352) 796-7211 or 1-800-423-1476 (FL only) ; ,' � <.. , � : ; .. SUNCOM 628-4150 TDD only 1-800-231-6103 (FL oniy) �,p y�« ��. o �t :.:: ..s�- , � !i ..,:; ; ... .yq,�, ,�-� .� On the Intemet at: WaterMatters.org "�GF.M�� Bartow Service Office Sarasota Service Office Tampa Service Office An Equal i70 Century Boulevard 6750 Fruitville Road 7601 Highway 301 North Opportunity Bartow, Florida 33830-7700 ��, Florida 34240.9711 Tampa, Florida 33637-6759 Employer (863) 534-1448 or (941) 377-3722 or (813) 985-7481 or 1-800-492-7862 (FL only) 1-800-320.3503 (FL only) 1-500-836-0797 (FL only) May 16, 2012 City of Clearwater Attn: Robert Fahey, P.E. 100 South Myrtle Avenue, Suite 220 Clearwater, FL 33756 ' Subject: � ,_J ' ' ' Notice of Final Agency Action for Approval Environmental Resource Noticed General Permit Project Name: Ciry of Clearwater Backwash and Concentrate Pipeline Project App IDlPermit No: 66461 7 / 47033378.003 County: PINELLAS Expiration Date: April 27, 2017 Sec/Twp/Rge: S07/T29S/R16E, S12/T29S/R15E, S18/T29S/R16E, S11/T29S/R15E Dear Permittee(s): The District acknowledges your intent to use a Noticed General permit for the project referenced above. Plans and information received will be kept on file in support of this determination. The proposed construction must be completed before the expiration date indicated above. The proposed construction is subject to the Rules of the Southwest Florida Water Management District, Chapter 40D-400, general conditions of Rule 40D-400.215 (Exhibit A enclosed), Subsections 62-4.242 (1)(a) &(b), (2), and (3), Rule 62-302.300, Florida Administrative Code (F.A.C.); and the specific condition of Rule 40D-400.453, F.A.C., which is enclosed. Deviations from these conditions may subject you to enforcement action and possible penalties. You are ' responsible for conducting construction in a manner which satisfies all criteria. Be advised that general Condition Number 6 states that the Permittee is responsible for obtaining any necessary authorizations from the Board of Trustees prior to commencing activity on sovereignty lands or other state-owned lands. ' r �I � ' �l 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 publishinq notice of aqency action, as well as a noticinq form that can be used is available from the App ID/Permit No:664617 / 47033378.003 Page 2 May 16, 2012 DistricYs website at www.WaterMatters.org/permits/noticing. If you publish notice of agency action, a copy of the affidavit of publishing provided by the newspaper should be sent to the Regulation Division at the District Service Office that services this permit. If you have questions, please contact Robin McGill, at the Tampa Service Office, extension 2072. Sincerely, Michelle K. Hopkins, P.E. Environmental Resource Permit Bureau Enclosures: Rule 40D-400.453, F.A.C. Exhibit A Notice of Authorization to Commence Construction Notice of Rights cc: Karen Lowe Gina C. Cashon, P.E., CDM Smith � , ' � ' L1 ' ' � � l__J ' ' � � � � � Specific Condition(s): Rule 40D-400.453, F.A.C. A general permit is hereby granted for the instaltation, maintenance, repair and removal of underground cable, conduit or pipeline tMat transmit electricity, communication signals, potable water, raw water, reclaimed water, domestic wastewater, or natural gas. 2. This general permit is subject to the following special conditions: (a) The maximum width of the disturbed corridor in wetlands shall not exceed 30 feet. The maximum width of the excavated trench shall not exceed eight feet, with temporary spoil storage banks not to exceed ten feet in width; (b) The total area of wetland disturbance shall not exceed 0.5 acres of forested wetlands per ten miles of cable, conduit, or pipeline; (c) For a trench with a top width greater than three (3) feet in herbaceous wetlands, the upper layer of the soil horizon shall initially be scraped and segregated into a spoil bank that is separated from the spoil bank resulting from the excavation of the trench for the utility line. The upper layer of the soil horizon shall be replaced as the last step of restored grades to facilitate natural revegetation; (d) Maintenance trimming or removal of trees in wetlands will be conducted only within the impacted areas authorized under this general peRnit and only as necessary to perform repairs on the cable, conduit, or pipeline; (e) This general permit does not authorize construction in surface waters other than wetlands; (� There shall be no net placement of permanent fill resulting from the activities authorized by this general permit; (g) There shall be no dredging or filling in wetlands to access the work areas authorized by this general permit, except for temporary mats. All temporary mats shall be removed within thirty days after completion of the installation of the line within the wetland portion of the project; (h) The works authorized by this general permit shall not impede the flow of water in wetlands or other surface waters, except for a maximum period of 30 days during construction, provided that the impeded flow does not cause flooding and shall not adversely affect the wetlands or other surface waters ; (i) Temporary spoil banks shall contain breaches that prevent impoundment or restriction of surface water flows; (j) This general permit dces not authorize the installation of conduit for draining wetlands or other surface waters; (k) Pre-construction ground elevations and the contours of all disturbed soils, including vehicle ruts in wetlands and other surface waters, shall be restored within 30 days of completion of line installation. Restored grades shall be stabilized within 72 hours following completion of elevation and contour restoration to minimize erosion; (I) Vehicle usage in wetlands and other surface waters shall be conducted so as to minimize tire rutting and erosion impacts; (m) For purposes of this general permit, vehicular access in wetlands and other surface waters shall be limited to existing roads, trails, rights-of-way or easements, and to other previously disturbed corridors where they exist; (n) This general permit shall not apply in Outstanding Florida Waters, Outstanding National Resource Waters, Aquatic Presenres, or Class I waters; and (o) During the initial clearing event and when conducting subsequent normal maintenance activities, the permittee shall eradicate all Brazilian pepper, Australian pine, and malaleuca from the wetland portions of the utility right of way. SpecificAuthority 373.044, 373.113, 373.118, F.S., Law Implemented 373.413, 373.414, 373.416, 373.419, F.S. History - New: 10-3-95. ' IEXHIBIT A ' GENERAL CONDITIONS: 1. The terms, conditions, requirements, limitations, and restrictions set forth in this section are binding upon ' the Permittee for all noticed general permits in this chapter. These conditions are enforceable under part IV of Chapter 373, F.S. ' ' 2. The general permit is valid only for the specific activity indicated. Any deviation from the specified activity and the conditions for undertaking that activity shall constitute a violation of the permit. A violation of the permit is a violation of part IV of Chapter 373, F.S., and may result in suspension or revocation of the Permittee's right to conduct such activity under the general permit. The District may also begin legal proceedings seeking penalties or other remedies as provided by law for any violation of these conditions. 3. This general permit does not eliminate the necessity to obtain any required federal, state, local and special � District authorizations prior to the start of any construction, alteration, operation, maintenance, removal or abandonment authorized by this permit. ' ' ' t � � , ' ' ' ' � 4. This general permit dces 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 general permit and this chapter. 5. This general permit does not relieve the Permittee from liability and penalties when the permitted activity causes harm or injury to human health or welfare; animal, plant or aquatic life; or property. It does not allow the Permittee to cause pollution in contravention of Florida Statutes and District rules. 6. The Permittee is hereby advised that Section 253.77, F.S., states that a person may not commence any excavation, construction, or other activity involving the use of sovereign or other lands of the state, the title to which is vested in the Board of Trustees of the Intemal Improvement Trust Fund without obtaining the required lease, license, easement, or other form of consent authorizing the proposed use. Therefore, the Permittee is responsible for obtaining any necessary authorizations from the Board of Trustees prior to commencing activity on sovereignty lands or other state owned lands. � 10 11 The Board may modify or revoke the authorization to conduct activities pursuant to this noticed general permit at any time if it determines that a stormwater management system, dam, impoundment, reservoir, appurtenant work, or worics has become a danger to the public health or safety of its operation has become inconsistent with the objectives of the District or is in violation of any rule or order of the District, or the provisions of this noticed general permit. This permit shall not be transferred to a third party except pursuant to section 40D-4.351, F.A.C. The Permittee transferring the general permit shall remain liable for any corrective actions that may be required as a result of any permit violations prior to sale, conveyance, or other transfer of ownership or control of the permitted system or the real property at which the permitted system is located. Upon reasonable notice to the Permittee, District staff with proper identification shall have permission to enter, inspect, sample and test the permitted system to insure conformity with the plans and specifications approved by the permit. The Permittee shall maintain any permitted system in accordance with the plans submitted and authorized by fhis permit. A Permittee's right to conduct a specific activity under this noticed general permit is authorized for duration 4 of five years. 12. Construction, alteration, operation, maintenance, removal and abandonment approved by this general permit shall be conducted in a manner which does not cause violations of state water quality standards, including any antidegradation provisions of sections 62-4.242(1)(a) and (b), 62-4.242(2) and (3), and 62- 302.300, F.A.C., and any special standards for Outstanding Florida Waters and Outstanding National Resource Waters. The Permittee shall implement best management practices for erosion, turbidity, and other pollution control to prevent violation of state water quality standards. Temporary erosion control measures such as sodding, mulching, and seeding shall be implemented and shall be maintained on all erodible ground areas prior to and during construction. Permanent erosion control measures such as sodding and planting of wetland species shall be completed within seven days of any construction activity. Turbidity barriers shall be installed and maintained at all locations where the possibility of transferring suspended solids into wetlands or surface waters exists due to the permitted activity. Trbidity barriers shall remain in place and shall be maintained in a functional condition at all locations until construction is completed, 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. 13. The Permittee shall hold and save the District harmless from any and all damages, claims, or liabilities which may arise by reason of the construction, alteration, operation, maintenance, removal, abandonment or use of any system authorized by the general permit. 14. The Permittee shall immediately notify the District in writing of any previously submitted information that ' is later discovered to be inaccurate. ' ' u ' ' ' , ' 41.00-076{Rev.3/02 Reprint 3/02} � ' ' L_J � � 1 � 0 ' l. J , SOUTHWEST FLORI DA WATER MANAGEMENT DISTRICT NOTICE OF AUTHORIZATION TO COMMENCE CONSTRUCTION City of Clearwater Backwash and Concentrate Pipeline Project PROJECT NAME Government PROJECT TYPE PINELLAS COUNTY S07/T29S/R16E... ' See Permit for additional STR listings S EC(S)/TWP(S)/RG E(S) ' LJ � APPLICATION ID/PERMIT NO: DATE ISSUED: May 16, 2012 ' L� �J � City of Clearwater PERMITTEE 664617 / 47033378.003 �,j--� . � ; � Michelle K. Hopkins, P.E. Issuing Authority THIS NOTICE SHOULD BE CONSPICUOUSLY DISPLAYED AT THE SITE OF THE WORK 6 � 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 filed 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 does 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 concurrently 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. 4. 5. Pursuant to Rule 62-532.430, F.A.C., for notices of intent to deny a well construction 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. Any person who receives written notice of an agency decision and who fails to file a written request for a hearing within 21 days of receipt or other period as required by law waives the right to request a hearing on such matters. Mediation pursuant to Section 120.573, F.S., to settle 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 action, (2) state all 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 2&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.org/permits/rules. 7. A petition for administrative hearing is deemed filed upon receipt of the complete petition by the District Agency Clerk at the DistricYs 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 District Agency 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 DistricYs acceptance of faxed petitions for filing is subject to certain conditions set forth in the DistricYs Statement of Agency Organization and Operation, available for viewing at www. WaterMatters.org/about. , ' ' ' ' , 1 , ' ' , ' ' ' ' ' � ' ' 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 DistricYs 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 otherwise 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 Florida 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. � City of Clearwater Attn: Robert Fahey, P.E. 100 South Myrtie Avenue, Suite 220 Cleanroater, FL 33756 0 Gina C. Cashon, P.E. CDM Smith 1715 North Westshore Boulevard Suite 875 Tampa, FL 33607 10 Karen Lowe 1715 N. West Shore Boulevard Suite 875 Tampa, FL 33607 11 ' , ' ' 1 1 1 1 i 1 1 1 1 i 1 1 1 1 1 1 APPROVED PE�:MIT Permit # 2o12-H- - 799 95 1 o a aoo SR o 5 5 59 Ci of Clearwater tY RECEIVED RULE 16�46 STATE OF FL�tIDA DEPARTMENT OF TRAMSAORTATION p�,R 2 6 2012 710-016.B5 UTILITY PERMIT ��LITIES o�c -oeno � 1• The Permittee deGares that prior to �ling this application, the location of all existing utilibes that R owns or has an irrterest in, both aerisl and underground. are eccurately shown on tl�e plans �d a tetter of notificalion was mailed on August 2011 8 Feb 2012 to the idlowing �Aili6e5 known to �be invoived or P�ineNas �ct in the e Qf �the sed taNation: My �Eer � FDOT �1 and C�y of CleanNater, Teco Peoples Gas, Verizon. Knology Fiber OpGc (oulside of FDOT ROYV) 2. The local MaiMenance or Resident Er�g�, hereafter eeferred to as the FDOT Engineer, st�all be notified a mi�imum of forty eight (48} hours in advance ' prior to 8�}�p wak and again immediatety upon compIeUon of work. The FpOTs Engineer is B�� located at 5211 Ulmerton Road. Clearvvater. FL 337i0 Telephone Number (7271570-5006 The Pem�ltee's emplayee 2sQpnsible for MOT is T�hone Nurt�ber (This name may be provided at the time of the forty eight (48) hour advance-nopoe prior to starting work). � 3. All work, materials. and equipmerrt shall be subject to inspectlon and appraval by the FDOT Enginee�. 4. AN plans and instaNations Shell c�nform to the requiremer�ts ot the FDOT's UAM in effed as of the date this pertnit is approved by FDOT, and shaR be made a pari of this pertnit. This provisbn shalE not I(mit the au@writ)r vf the FDOT u� Paragraph 8 of this Permit. 5. This ��miltee shall oommence adual cons4ucUon tn good taith v�itliin 90 days aRer issuance of permk, and shall be compfeted within � days after the pennitted worlc has begun. If the Degi�ning dale is more tfian sixty (60) days irom the date of pertnit approwdl, the Permlttee must review the perrnit wilh the FDOT Engineer to make sure no changes have occurred lo the T�SporlaGon FacNily that woub affect the Pert►Atted construciion. 6• The ca�aUucNon and maimenance of such utlllty shaq not � wlth the property arx! rigMs of a prior Pemdltee. 7. It is expressly sNpulated that this pertnit is a IiCense for pem�issive use only and that fhe placirig of utilities up� pubiic Property pursuaM to this pemiit shall � n� operate to a�te or vest amr properly rigM fn said holder, except as provided in executed subordination �d Raikoad UUiity Agreemer�ls. 8, PursuaM W Sedion 337.403, Florida Statutes, ariy udliry placed upon, under, over, or along any public road or publidy owned raN caRidor that is found by FDOT to be urreasonably iMerfering in any way with the oorwer�ierK, safe, or conGrwous use, or maint�anoe, tmprovemerR, extension, or e�ansion, of such public road or pub�dy owr�ed rail cortidor shail, upon thirty (30) days Mrtilten n�ice to the u6lity or its agent by FDOT, be temoved or �elocatetl by such utiMY at its own e�ense excepl as provided in Sectian 337.103(1), Fbrida Statules, and except for reimbursem�t rigt�s set fortfr in previously exewted ' subordinatlon ana Railroad uHlky agreerner�ts, ana snau apply to aA successors and assigns ror a,e penniaed taci�dy. 9. tt is agreed lhat M the ev�ent lhe relxa6on of sald uUlqies are scheduled to be done sirtx�ltaneously w�h Ihe FDOTs constnicllon work, the P�mittee wlll coordinate wl� the FDOT betore proceedirg and shall Cooperate wkh the FDOTs coMractor to aRange the sequenCe of work sp as not to delay ihe wark of the FOpTs contractor. defend any Iegal daims ot the FDOTs contractor due to delays caused by the Permlt�ae's falhre to cort�ply with the approved schedule. �d shaN compy with all provisions of the law and the FDOTs current UAM. The Pexrniltee shaq nd be responsible for d�ay beyond ils corMtol. � 10. In Ute case of non-compK�oe with tl�e FDOTs requiremeMs in etfeG as of fhe date this permit is apProved. Ws pennk Is votd and the (aality wi1 have to be brougM into complianoe a removed trom tl�e RlW at no c�ost to the FDOT, exoept for reimbursement rights set for�h in previousy execuled subord'nation and Ra�7road UUlily Apreements. This provision shall not limrt the suthortty of the FDOT under Paragraph 8 of thts Pertnit. 11. lt is undeStoOd and agreed dtat the righls and privileges i�erein set out are granted wNy to the extent oi the State's right, title and interest in the land to be e�tered t�on and used by the Pertniriee, and lhe Permlttee will, at a11 Omes, and to the extent permitted by law, assume alt �isk of and kidemniFy, defend, ' and save harmless the State of Florida and the FDOT from and against arry and alI loss, darr�age, cost or expense arisirg in any mamer on aocount of tt�e e�aerc�e or attempted exerases by said Pertnittee of the aforesald rigMs and privileges. 12. Ou�ing oorutrucEion, a6 aafety regulations of the FDOT shall be observed and the Pemdttee must take measures, induding placing and the display of safety devices that may be neoessary in order to safey co�duct the publ� ttxough the proJect area in accordanoe with the Federal MUTCD, as amended by the UAM. 1 13. Should the Permittee be desirous of kceping �s udlities in place and o�d of servlce, the Pertniriee, by executlon oi this permit aduwwledges its preser�t and conUnukg ownershlp of its utilities lxated betw�een _ The so�st side af NE Coachman Dr at Marihm St and The sa�theasf side d NE Coachman Dr at MariNn St within the FDOTs R/VY as set forth abave. VVhenev�er the Permlttee removes its faalities. N sha11 be at ttie Pennikee's sole cost and expense. The , Permiltee. at its sole expense. shall promptly remove said out of senric� Wlities whenever the FDOT deterrnines sakJ removal is in the public iMerest. 14. In the eveM contamina6ed soll is encourrtered by the Pertrrttee or anyone wiftdn the permitted construcUon 1lmits, the Permitlee shaN immediately cease woMc ar►d notlly tFte FDOT. The FDOT shaN notiiy the Permitee of arry suspension or revocation of Ehe pennit to allow contamination assessment and remediatlan. Said suspension � re�woca�on shall remain in effet:t until ott�wise notifled by FDO7 45. For any excavaYan, constniclion, malntenance, or support acthrNies performed by or on behalf of the FDOT, wiW n ils RAN, the Permittee may be requlred by , the FDOT o� its ageMs to perfam the fdlowing aCtivities wflh respeCt to a Permittee's faalities: physiCa[ly expose or dked exposure of underground faali4es, provide any neoessary suppoR to facilities and/or cover, de-er�yize or atter aeriaf tacitiUes as deemed necessary for protection and safety. Page f of 2 ' } � ' RUIE 14-48 STATE OF FLORIDA DEPARTMENT OF TRAN$ppfilqTlON UTILITY PERMIT 710-010�5 IJTtUTIES o�c-o�,o ' i 8. PursuaM to Seclion 337.401 {2), Florida Statutes, the pertnit shall require the pennit holder to be responslble for damage resulUng from the issuance of the permft. The FDOT may initiate injuncfive proceedings as provided in s.120.69 to enforce provisions of this subsection or arry rule or order issued or erriered irrio pursuarrt thereto. 17. Pursuant to Sectio� 337.402, Florida Stah�tes, when any public road or publidy owned rail corrida is damaged or impaired in arry way because of lhe installation, inspedion, or repair of a utNily locatet! on such road or publidy owned rail corridor, the owner of Ihe utlNly shall, at his a her own expense, � restare the road or publidy owned rail corcidor to its o�Iginal condiGon betore such damage. If the owner fails to make such restaration, tne au�ority is aufhaized to do so and charge the cost thereof against tl�e owner under the provisions of s.337.404. 18. The Permiltee shah comply wkh all provisions of Chapter 556, Florida Statutes, Underground Fadlldes Damage Prevention and Safety Act. 19. Special FDOT instnictions: . 1_"'1 __y�'� �i�!!�_•:!� �► � It is understood ar►d agreed that Commenoement by ihe Pertnittee is adcnowledgment a�d acceptar�ce of fhe binding nature ot aN �e above listed permlt c�nditions and special insWdro�s_ 20. By receipt oi this permit, the Pertnitlee acknoMAedges respw�slbUiy to comply with Section 119.07, Florida Statutes. 21. By 1he bebw signadire, the Permlttee hereby represents that no change to the FDOTa st�dard Utilit�r Pertnit form, as incorporated by reterenoe iMo Rule ' 14-46.001, for this Utifity Pertnit has been made whicA has not been previously called to the atteMiorti of the FDOT {and signified to by Checking the epP�s�� bmc below) by a separate aKached written documeM showirg all chanpes arx! the written and dated approval of the FDOT Engh�eer. Are there attachmer�ts reflectlng changels to the standard fortn? E]NO ❑ YES 1f Yes, pages are attached. ' ' � , � ' � � ' �J � UTILITY PERMIT FINAL INSPECTION CERTIFICATION I the undersigned PermiUee do heneby CERTIFY that the utility constructlon approved by the above numbered pertnit was inspected and installed in accordanee wNh the approved plaris made a part of Urs permit and in acxondance with the FOOTs curreM UAM. All plan changes have been approved by the FDOTs Engineer and are aqac�ed to this peanit I also ceAiiy that the wak area has been left tn as good or better Cor�ditio� than when the worlc was begun. PERMITTEE: SIGNATURE: OATE: Name � Tlda ot Aulhorized Permitteo or Agent or Prlrned i CC: Dlsbict Pem�it Offioe P�'rt�ittce Page 2 of 2 RECEIVED a� 2 s 2ot2 ' P�NEllAS MAiNTENANCE ' ' � � ' � �� ' FDUT REQUIREMENTS PERMITTEE MUST COMPLY WFi'H THE FOLLOWING The Pinellas Maintenance Oifice most be notified 48 hours in advance of starting work in the FDOT right-of-way. P6. (7271570-5101. NOTE: When instatling multiple conduit lines of which a portton is intended to be leased or sold to another utility company, the new lessee%wner must obtaio an apprnved permit from the Department prior to occupancy. Refer to CURRENT UAM. Digging without knowing where it's safe to dig car► cause tremendous damage, affecting your electric, telephone, cable television, water, sewer and gas service outages or even loss of life! If you're doing any digging within the state of Florida, state law res�uires you to notify Sunshine State One Call of Flarida {SSOCOF} two business days before you dig. 1-800-432-47i0 This is a free sen+ice to help keep Florida safe! htto•//callsunshine com/�rp/index html It is the responsibility of the permittee to determine and comply with a11 county and municipal ordinances � that relate to the construction or other activity as described on this permit. Some ordinances are more stringent than the Department of Transportation requirements. � All consttuctian and/or maintenance of utili .ty equipment located in the FDOT Right-of-Way must conform to the Federal Manual on Uniform Traffic Control Devices (MUTCD), the FDOT roadway and tra.fftc design standards and the standard specifications for road and bridge construction. � ' � � � r � Certified density reports are required on all backfill work within shoulder points of roadway and must be submitted to the FDOT, Pinellas Maintenance Office. This permit does not authorize the construction of any new sidewalk or drainage connections in the FDOT right-of-way. A copy of this approved permit, including all plans, must be maintained on the job site before work commences in the FDOT right-of-way and must be made available during cnnstructionhnaintenance. NOTE: Any sidewalk disturbed wiil be reQlaced by section within 72 hour, to FDOT specifications. If conslruction, reconstruction, repair, or mamtenance activity necessitates the closing of one or more travel lanes of any road on the state primary, county road, or city street system, for a period of time exceeding two hours, the party performing such work will berespons�ble to give not�ce to the appropriate local law enforcementagency which has�urisdiction, where such road is located, prior to commertcmg work on this project. 335.15 F.S. 7/86; 336.07 F.S. 7/86. ' ' � � � ' ' 1) 2) F.D.O.T. PERMIT # 2012-H-799-095 NO LANE CLOSURES ARE ALLOWED WITHOiIT 48 HR NOTIFICATION AND PRIOR APPROVAL BY FDOT. OPEN CUT OF ROADWAY PAVEMENT IS ALLOWED ONLY AT LOCATIONS SHOWN ON THE APPROVED PLANS. 3) A CERTiFIED WORK SITE TRAFFIC CONTROL SUPERVIS�R, APPOINTED BY THE PERMITTEE, MUST BE ON SITE TO OVERSEE SET U� AND MAINTENANCE OF APPROVED MAiNTENANCE OF TRAFFIC (MO'T} PLANS (SEE ATTACHED PLAN}. A COPY OF Tf� WORK SITE SUPERVISOR'S CERTIFICATION MUST BB PROVIDED TO TI� F.D.O.T. INSPECTOR UPON 48 Fff�. WORK START NOTIFICATION. ORANGE REFLEGTIVE SAF'ETY VESTS MUST BE WOItN BY ALL PERSONS INVOLVED WITH THIS PERMIT WHILE IN THE STATE RIGHT- OF-WAY. � 4) MAIN LiNE LANE CLOSURES ARE ONLY ALLOWED �ROM 8:00 P.M. THROUGH. 5:30 A.M. SUNDAY EVENWG THROUGH THURSDAY EVENING. � � ROADWAY RESTORATI�N WILL UTILIZE 100 PSI EXCAVATIBLE FLOWASLE FILL AND ssp6alt placed within the State Right of Way shall be placed KFull Depth", (2) 3" lifts of SP 12.5, (2) 2" li(ts of SP 9.5. Typical sectioos will need to be prnvided within the plans for the pavement placement. � MILL AND RESURFACE THE ROADWAY 50 FEET EITHER SIDE OF THE CENTER LINE OF THE ASPHALT PATCH 28 DAYS AF!'ER INSTALLATION. � � � � ' , � ' � THE CONTRACTOR SHALL HAVE A RESPONSIBLE PERSON AVAILABLE AT OR REASONABLY NEAR THE WORK SITE ON A 24 - HOUR BAS1S, 7 DAYS A WEEK, IN ORDER THAT THEY MAY BE CONTACTED IN EMERGENCiES AND IN CASES WI�RE IMMEDIATE ACTION MUST BE TAKEN TO MAINTAIN TRAFFIC OR TO HANDLE ANY OTHER PROBLEMS THAT MIGHT ARISE. THE CONTRACTOR'S DESIGNATED PERSON SHALL SPEAK AND UNDERS'FAND ENGLISH. (REFERENCE SECTION 5-8.3 OF TF� CURRENT STANDARD SPECIFICATIONS). � SIDEWALK TO BE SAW CUT OR TOOLED AT 5' INTERYALS. EXPANSION MATERIAL IS REQUIRED AT ALL COLD 30INTS {4" MIN. THICKNESS ON POURS, 5' WIDE 3000PSI CONCRETE NIIN.) ALL SIDEWALK CONSTRUCTED ON STATE RIGHT OF WAY SHALL MEET A.D.A. FEDERAL STANDARDS, FDOT SECTTON 522 (CURRENT STANDARD SPEC ROADIBRIDGE CONSTRUCTION}, AND APPLICABLE DOT INDICES , 304 HANDICAP RAMPS, AND 515 CONCRETE SLOPE). 8) 9) ALL SIDEWALK CURB RAMPS SHALL HAVE DETECTABLE WARNING SURFACES (TRUNCATED DOMES) AS PER FDOT STANDARD SPECIFICATIONS 527 Bc STANDARD INDEX 304. NO WORK SHALL BE PERFORMED DURING THE WEEKS OF ANY STATE OR FEDERAL HOLIDAYS. H:IPERMI'CSWEW RJSERTS�QPEN CUT INSERT-1.DOC , 1 � F.D.O.T. PERMIT # 2012-H-799-095 10) NEW SIDEWALK SHALL HAVE A MINIMUM OF 1 FT SODDED FLAT AREA ON EITHER SmE. � � � � � � � � � ' � l� � ' ' 11) 12) 13) 14) ANY DISTURBED AREA IN FDOT ROW SHALL BE RESTORED TO EQUAL OR BETTER THAN THE PRE-EXISTING CONDITION. SOD ADiACENT TO SIDEWALK SHALL BE PLACED FLUSH WITH Tf� TOP OF THE SIDEWALK. THE PERMTITEE WILL TAKE ALL MAINTENANCE RESPONSIBILITIES ON NEW SIDEWALK FOR A PERIOD OF ONE YEAR AFTER COMPLETION OF CONSTRUCTION. ANY UTILITIES IN CONFLICT WITH PROPOSED SIDEWALK ARE TO BE EITHER RELOCATED OR SIDEWALK FIELD ADJUSTED TO AVOID, ALL A'f PERMITTEE EXPENSE. 1� STOCK PILING OF MATERIALS IN THE RIGHT OF WAY IS NOT ALLOWED. 16) AN EXCAVATION SHALL BE PROTECTED FROM CAVE-iNS BY AN ADEQUATE PROTECTIVE SYSTEM. WHEN EXCAVATIOMS ARE LESS THEN S FEET 1N DEPTH AN EXAMINATION BY A COMPETENT PERSON IS REQUIRED. AS PER OSHA STANDARDS 1926.652. 1'� PERMITTEE & CONTRACTOR SHALL FOLLOW THE STANDARD WORK SCHEDULE OF MONDAY THROUGH FRIDAY 7:00 AM - 5:30 PM WHII.E WORKING WITHIN THE STATE RIGHT OF WAY UNLESS OTHER WISE NOTED WITHIN TH� PERMIT. DEVEATIONS SHALL BE REQUESTED BY THE PEEtMITTEE IN WRITING WITH JUSTIFICATIONS IN ADVANCE OF THE PROPOSED CHANGE. THE DEPARTMENT OF TRANSPORTATION RESERVES THE RIGHT TO MAKE ADJUSTMENTS TO ANY PERMITTED METHOD OF INSTALLATION, SCOPE, RESTORATION AND PUBLIC SAFETY THAT ARISE DUE TO UNFORSEEN CONDITIONS DURING CONSTRUCTION. H:IPERMI'['S1AtEW iNSERTSIOPENt CUT iNSERT-I.DOC ' 1 � ' M � F.D.O.T. PERMIT # 2012-H-799-495 PORTIONS OF THE REQUIREMENTS LISTED BELOW, ARE IN ADDITION TO THOSE OUTLINED IN THE CURREN'r DEPARTMENT'S UTILITY ACCOMMODATION MANUAL. TI�SE REQUIREMENTS, ARE SUBJECT TO CHANGE WITHOUT NOTIFICATION AND DO NOT EXEMpT' TI� PERMITI�E OF LIABILITY FOR DAMAGES THAT OCCUR AS A RESULT OF THE UTII..TTY INSTALLATION AND/OR MAINTENANCE. NO PART OF TI� PAVEMENT IS TO BE OBSTRUCTED DURING THE INSTALLATION OR MA.INTENANCE OF THIS UTII.ITY. ALL ABOVE GROUND APPURTENANCES MUST BE PLACED AS CLOSE TO THE RTGHT-0E- WAY LINE AS PRACTTCAL. , TEMPORARY STORAGE OF CONSTRUCTION EQUIPMENT AND MATERIALS (I.E., POLES, CABLE, PIPE, ETC.), TO BE USED ]N THE CONSTRUCTION/MAINTENANCE OF TI� U'I`II..ITY, IS PROHIBITED IN TF� DEPARTMENTS RIGHT-0E-WAY PRIOR TO PERMIT ISSUANCE. STORAGE IS LIMITED TO A 30-DAY PERIOD, PROVIDED THAT SUCH STORAGE DOES NOT � OBSTRUCT VISUAL DISTANCE REQUIREMENTS• OFFSET DISTANCE REQUIREMENTS MUST BE MET, AS SPEC�IED IIV TI� UTII.ITY ACCOMMODATION MANUAL. TEMPORARY STORAGE OF TRENCH EXCAVATTON MATERiAL IS NOT PERMITTED WITHIN � 12 FEET OF TI� PAVEMENT EDGE. STORAGE IS NOT TO EXCEED 7 CALENDAR DAYS. OFFSET DISTANCE REQUIItEMENTS MUST BE MET, AS SPECIFIED IN THE UTII.iTY ACCOMMODATION MANUAL. � , ' � A DEPARTMENT OF TRANSPORTATION PERMIT iNSPECTOR MUST BE PRESENT DURING ALL APPROVED UTII,ITY PERMIT MECHANICAL BORE OPERATIONS. UTILITY POLES, APPROVED FOR INSTALLATION BY THIS PERMIT, ARE NOT TO EXCEED 24 INCHES IN DIAMETER. ALL TRENCHES MUST BE BACKFILLED 1N ACCORDANCE WTfH THE STATE OF FLORTDA DEPARTMENT OF TRANSPORTATION SPECIFICATIONS. ANY DRIVEWAY CONNECTION WHICH IS TO BE DISTURBED AS A RESULT OF THIS APPROVED UTII.TTY PERMIT INSTALLATION, THE DEPARTMENT RECOMIVIENDS FOR'fHE PROTECTION OF THE PERMITTEE THAT PHOTOS BE FILED WTTH THE DEPARTMENT SHOWING Ti� ORIGINAL CONDITION OF TI� DRIVEWAY. 'I'HE PERMITTEE IS RESPONSIBLE FOR FILING PERMTI' APPLICATIONS WITH TEiE PROPER MUNICIPAL AGENCY BEFORE CROSSING ANY SECONDARY ROADWAYS OWNED BY'I'� CITY OR COUNTY WHICH CONNECT TO STATE ROADS BEING AFFECTED BY THIS PERMTI'. TI� PERMTITEE IS RESPONSIBLE, DURING AND FOLL�WING THE UTILITY ' iNSTALLATION, FOR WATER QUALTTY WHERE 'THE UTILTTY IS BE1NG INTRODUCED TO DEPARTMENT OWNED DRAINAGE FACILITIES. THE DEPARTMENT RETAINS TI� RIGHT TO VOID TEIIS PERMiT AND REQUIRE REMOVAL OF ALL DRAINAGE CONNECTIONS IF THE QUALTfY OF WATER IS NOT MAINTAINED WITFIIN LIlvIITATIONS ESTABLISHED BY TI� � DEPARTMENT OF POLLUTION CONTR�L OR OTHER APPROPRIATE GOVERNMENTAL AGENCIES. "THE PERMITTEE IS RESPONSIBLE FOR SUBMITTING A STORM WATER POLLUTION ' PREVENTiON PLAN AND NOTTCE OF INTENT TO TE�E F.D.O.T. DISTRICT PERMIT OFFICE OR LOCAL MAINTENANCE OFFICE WITHIN 48 HOURS OF COMMENCING CONSTRUCTION, IN ACCORDANCE WITH TF� CODE OF FEDERAL REGISTER (40 CFR 122.26) AND U.S. ENVIRONMENTAL PROTECTION AGENCY IMPLEMENTATION PROCEDURE t BYII�iCORPORATING TI-IE NATIONAL POLLUTION DISCHARGE ELIMINATION SYSTEM AS DOCUMENTED IN TI� SEPTEMBER 25, 1992 ISSLTE OF THE FEDERAL REGISTER, PART 3, VOLUME 57, NUMBER 187. ' H:�P£RMTfSWEW R�ISERTSIOPEN CUT INSERi'-I.DOC ' SW CUi Of EMST. 8/SE -� snw cur Mc.) EX. SUBCRnpE /SPINti PAVf4EM PEPIACEIHNi 1PENCX Cul (t0' uuc.) IYPE SP - t2.5 �SPWLT 5" �uHww SEE WTE � ExSi�xC B�.SE � S MWIRED (1:1) 1�' t�NCN SMVL Bf fl�CVfLLED ROW/3L . fttL-ExGV�iiblE DESM MttH uY ]B 61v WuVPE55NE STPENGM af O i00 P.S.I (ML OEPM) � �MS1KL DM COUG�Ci/9LE wlERUI PIYE (hV.) ty' (YIN.) NIOUID RPE 'MDTH THdiOUGnLY COMPIGT wS REO'D g[pp� i,5 pE0WNE0 UNMP PIPE 1. ,1LL INIEPNLS, WORK N10 TESiiNC SINLL YCEf %NEIIA$ COUNT' ST.WMRD SVEC6C�ii0N5. ]. ASPw�LiiC G�VEMEM S�NLL BE 1WE SV - tt.5 GFOPOSED Tn�pNESS SHKL �uTCn iK Ex51wG *niLKMESS Bul SW�� Iqi BE �ESS iXNI I.5' W �EPM. 3. iIiENCn SWLL BE BILNFILL[D ttl BOnOM Of �SPWli M1n [FGVAiABLE fLOwPBIE FlL\ wrtM A UM 1B Mv CONPRESSNE SIFENGIH Of tOp GS.�. CONfORwiNG i0 f00i SL,WpMO SvE<N�GiiWK fOP RJM �eD BMDGE CMKTRUCipN �OtO. SCCTqM tTt. �. PAVENEM RE%ICEYEXT SINLL BE OCTERWNED Bv TK lOGiqN k OEViH Of THE iRENCH. COMRILiqt LNLL ENOFAYOR 10 KEEP OPEN TRFNCM fWDTX i0 .1 4WIYUN IN OROEN TO YIN413E IYPNCIS N�0 RESIORAiqM LIYRS WIfNW RNE4.S LOUNIT'S XiGlIT-0(-WAY. SEE %IN. 5. CONilUCiOR S1VLl P[SLOqE P�VEYEM TO 1UiCM C140E5 MWCH CX5iE0 PRMP t0 COHS1XUCiqN. u1r MpIpW1 SUMN.Y NCCESSNY TO ENSUNE THI.T iW5 0.EWIRfYLM i3 Mfl SWLLL BE PEX�ORMED BY TE CONfMCfdt AT n5 ExPENSF, 7YPICAL SECf10N FOR FLEXIBIE RESTORA710N WffHIN PINEUAS CAUNIY RIGHT-OF-WAY DETAIL A � /�^ \ � I Y-o' � T_N .—.—._ _._. L A ,�n. .a�u�.c ww� vwur annn eE v�o`is �wur art�u�' PLAN VIEW rL ::�..�� Y 10'_ .. �T n9ff' /CF R MtlIOR 91M1L R 1/1' MCI[ IP OI WIf10. L�� s in• mrenx +art W>�0 wo rnimaK O 810C 911Qf. Y�III (SNW1) IN8 .I�11f !�lIIY ia �amwYw�r. � SECTI N A-A �-�' AI�IEII ILOI 1N[ � Yd J I DETAIL C MS �� RECORD ORAWiNCS �ro n. � '• CITY OF CLEARNATER �� ,„a, o„m, „� � ' ENGINEERING DEPARTNENT .weom — 100 4 LYATII AYE _ cuun�mt n. ar�ae �/{' R PIO� PWflflR '., �.'� �: �...... "•• � . �� MIRGBm YIE NNWY9 PMEWR t'� � nM� , ,�.� �., .� � PROFl i y�EW OF .�RA & ��R pppppm iny�RAmM paon� Hew ov HEno� cuae � � �OPNIN�lI .ILtlf E�fR� lOC. RlNml CI�IY ZCMB. an. exo a raw wo mucn� Muc .p.m ewn a. �nrminwlr. aL sc�oi sm m �r .mr vMttW caMrc. nam� �) /`IIDO AF111 /`_I17"fCD NGG A wSPIMIT V�VENEM REPUCEYENt CL 50'-0' NiWNG `A'-0' MIILiNC iPfNCN CUI (10' W1IJ S�W CUi O TIYE Of PANNG �—YC NOTE 2 cxm. a.0 J .. �- cwsnwc e�sc ttr� v�w cur (�w.) . � p �,�E � SLOPE If REWMED (1:1) UNpSfUPBED �� iRENCX Si0E5 13" 1NENp1 SINLL Bf B�CVfiLLFD MffN FLOW�ar GILL-ExCAVAVBIE OESiGl1 'M�M UM ]! Mv fAMP1iE55NE STRENGiH Of Q� 100 V.5.1. (fUA OEPrM) 1 IIdfKL OM COUVICll�9LE wTEPNt CMRIER %VC� �� • �.�..� I.�.w�� .�.� � i1pROULMLY COMPICI w5 PEOb BEppwG A5 XEWiAED NpER %PE i. �u w*cmus, wa+K •xo ics*ir+c swai uEn rooi sn.�n.ao vecmc�taxs. z Rwow�r acsrorwrar+ vnu u*arze ruu arrn �wruii (1wo a' uns a srixs u�o nro z' URS Of SP9.5). W IND RESWRPCE THF N4bN�Y 50 fEET ERXER 9DE Oi LHE CEMEF IIME OF TMF AS%VLT P,�1CM �S MK KIER WSTILIAiION. J. TRFNCM 51NLL BE 6�CKf�LLED TO BOiTOY Of ASVwiLT wrtH E[GVhiAB�E ftOWlBI£ f�LL wrtH • Wx1YUU ]8 WY COYPPESSM SIFEIGIw Oi 00 P.5.1. cOMf011NIH6 LO f00i Si/�NDMp SPFCK1GTqN$ fOR FOID N10 BMDGF fANS�MUCTqH 2O10. SECfqN IR�. t. MMp�IRK OR SrwiFMEHpGWP tO�KEDEF OPCV�IF HCn�vnDlnTiO � 4Dxi Uu� pppEREN�Cw. I ZE �YPKTS N!D FESi0MT10N LIMfS wrtMW fDDT RCHI-Of-W�v. !. COH1RICfOR Swll RLStOP[ PAVEYENf TO WICn CWSIES WM¢N EXISTED PRqR i0 CONSTRUCiqN. NfV �LWf101IK SUP`Ifl" NECESSIJfY TO ENSURE TINT Mi5 f£OINPEMEM 5 uEf S�MLL BC PENG011uED BI ME COMPIGTOn 1T n5 EI(PENSE. 7YPICAL SEC710N FOR FLIXIBLE RESTORAl10N WIfHIN FDOT RIGHT-OF-WAY (NE COACHMAN RD. (S.R. 590)) DETAIL D Nrs [`LOwF Y��C�RB�LL� OY-OD�B-In C�m �H REVERSE OSMOSIS �. xon o. �.�� 63�9-]Y530 PIANT N0. 1 MISCELLANEOUS CIVIL DETAILS .a.,�.� .s �»swm�a.na.ew..ar.a�s CONCENTRATE AND BACKWASH PINELLAS COUNTY AND FDOT XO�a"x �rw�:o�: M"co-e *�•a�"' PIPELINES r.ele�almi-iaao FLGMW.��000�0 oamwune.awwrs�vm e�� _ _ � � � � � � _ � � � � _ � _ � � _ � � _ � � +� � ' � � ' � � i ' � ' � � REVERSE OSMOSIS PLANT NO. 1- CONCENTRATE AND BACK:WASH PIPELINES (09-0018-UT) CONTRA�T DOCUMENTS & �• SPECIFICATIONS Prepared for � �� `' ° 1 T � �w `�� ` � . y,: �;. . :,_ V Issued for Bid April 2012 � � � ,� � � � � .� � � � �, � � � � � � City of Clearwater, Florida REVERSE OSMOSIS PLANT NO. 1- CONCENTRATE AND BACKWASH PIPELINES (09-0018-UT) SECTION I SECTION II SECTION III SECTION IV SECTION IVa SECTION V APPENDIX A Cover.doc TABLE OF CONTENTS ADVERTISEMENT OF BIDS & NOTICE TO CONTRACTORS INSTRUCTIONS TO BIDDERS GENERAL CONDITIONS TECHNICAL SPECIFICATIONS SUPPLEMENTAL TECHNICAL SPECIFICATIONS CONTRACT DOCUMENTS GEOTECHNICAL REPORT Prepared in the Office of the City Engineer Page II ionoiaoos Professional Engineers Certification for Gina C. Cashon, P.E. Page 1 of 2 ISSUED FOR BID TECHIVICAL SPECIFICATIONS SECTION IV and SECTION IVa FOR THE CTTY OF CLEARWATER, FLORIDA REVERSE OSMOSIS PLANT No. 1- CONCENTRATE AND BACKWASH PIPELINES PROJECT #: 09-0018-UT APRII. 2012 The following Issued For Bid Technical Specifications for the City of Clearwater, Reverse Osmosis Plant No. 1- Concentrate And Backwash Pipelines project dated April 2012 were prepazed under my direction and supervision. SECTION IV - TECfINICAL SPECIFICATIONS Section 1 Scope of Work 5ection 2.1 Line and Grade 5hall Be Performed By The Contractor Section 3 Deimition of Terms Section 4 Order and Location of The Work Section 5 Egcavation for Underground Work Section 6 Concrete Section 7 Egcavation and Forms for Concrete Work Section 8 Reinforcement Section 9 Obstractions Section 10 Restoration or Replacement of Driveways, Curbs, Sidewalks and Street Pavement Sectaon 11 Work in Easements or Parkways Section 12 Dewatering Section 14 Back6ll Section 15 Street Crossings, Etc. Section 17 Unsuitable Material Removal Section 21 Drainage Section 25 General Planting Specifications Section 31 Sodding Section 36 Street Signs Section 37 Audio/Video Recording Of Work Areas Section 38 Erosion and Siltallon Control Section 41 Potable Water Mains, Reclaimed Water Mains and Appurtenances Section 44 Work Zone Traf6c Control ` �� Gina C. Cashon, P.E. Florida Professional Engineer No. 43�91 CDM Smith Inc. . 1715 N Westshore 81vd Tampa, Florida 3360 i Telephone: (813) 281-2900 F'L COA No. EB-0000020 L � L� � ' � � � � �' � � Professional Engineers Certification for Gina C. Cashon, P.E. Page 2 of 2 ISSUED FOR BID TECHNICAL SPECIFICATIONS SECTION IV and SECTION IVa FOR THE CITY OF CLEARWATER, FLORIDA REVERSE OSMOSIS PLANT No. 1- CONCENTRATE AND BACKWASH PIPELINES PROJECT #: 09-0018-UT APRIL 2012 The following Issued For Bid Technical Specifications for the City of Clearwater, Reverse Osmosis Plant No. 1- Concentrate And Backwash Pipelines project dated April 2012 were prepared under my direction and supervision. Section 55 Milling Operations Section 56 Clearing and Grubbing 5ection 62 Tree Protection Section 64 Overhead Electric Line Clearance SECTION IVa - SUPPLEMENTAL TECffivICAL SPECIFICATIONS Section 01014 5ection 01025 Section 01410 Section 02157 Section 02213 Section 02311 Section 02413 5ection 02622 Section 02623 Section 15100 Construction Constraints Measurement and Payment Testing and Testing Laboratory Services Jack and Bore Under Roadway Rock and Boulder Excavation Excavation Support and Protection Horizontal Directional Drilling Polyvinyl Chloride (PVC) Pipe and Restrained Joint PVC Pipe High Density Polyethylene Pipe and Fittings Valves, Fittings and Appurtenances Gina G Cashon, P.E. Florida Professional Engin�er 1`To. 43891 CDM Smith Inc. 1715 N Westshore Blvd Tampa, Florida 33607 Telephone: (813) 281-2900 ' FL COA No. EB-0000020 ' � � �l � ' � ' ' � , � ' ' ' � � � 1 SECTION I ADVERTISEMENT OF BIDS & NOTICE TO CONTRACTORS REVERSE OSMOSIS PLANT NO.1 EXPANSION — CONCENTRATE AND BACKWASH PIPELINES CONTRACT # 09-0018-UT CLEARWATER, FLORIDA Copies 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 Plan Room - website address: www.myClearwater.com/citXpro�ects, ON Fridav. Aaril , 27th. 2012, until no later than close of business three (3) days preceding the bid opening. Price of Contract Documents and Plans, as indicated on the website, reflects reproduction cost only. The work for which proposals are invited consists of installation of 8-inch concentrate pipeline, 6- inch backwash pipeline, 3-inch fiber optic conduit and all related appurtenances to begin at the City of Clearwater's Reverse Osmosis Plant No. 1 to east of the intersection of Drew Street and Old Coachman Road per the project drawings and specifications. Pre-Bid Conference for all prospective bidders will be held on Thursday, CLEARWATER, FL. Representatives of the Owner and Consulting Engineer will be present to discuss this Project. Sealed proposals will be received by the Purchasing Manager, at the Purchasing Office, located at the Municipal Services B1dg.,100 S. Myrtle Ave., 3rd Floor, Clearwater, Florida 33756-5520, unti11:30 P.M. on Thursdav, Mav 24th , 2012, and publicly opened and read at that hour and place for REVERSE OSMOSIS PLANT NO.1 EXPANSION — CONCENTRATE AND BACKWASH PIPELINES ( # 09-0018-UT). A complete bidders package containing plans, specifications, bond forms, contract form, affidavits and proposal form is available to the general public (Contractors, Sub-contractors, suppliers, vendors, etc.) for review and purchase. However, sealed proposals will only be accepted from those Contractors that are currently City pre-qualified Contractors in the construction category of Water and Force Mains with a minimum pre-qualification amount of $2,000,000. Contractors wanting to pre-qualify to bid this project must do so two (2) weeks/ten (10) workdays prior to the bid opening date. A 10% bid bond is required for all City of Clearwater projects. The right is reserved by the City Manager of the City of Clearwater, Florida to reject any or a11 bids. The City of Clearwater, Florida Purchasing Manager (727) 562-4634 TIMES.docx Page 1 of 1 si2v2oo8 � � � � � � � � � SECTION II INSTRUCTIONS TO BIDDERS Table of Contents: SECTIONII ................................................................................................................................... i 1 COPIES OF BIDDING DOCUMENTS ..........................................................................1 2 QUALIFICAI'ION OF BIDDERS ..................................................................................1 3 EXAMINATION OF CONTRACT DOCUMENTS AND SITE .................................1 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 INTERPRETATIONS AND ADDENDA ....................................................................... 2 BIDSECURITY OR BID BOND .................................................................................... 3 CONTRACTTIME .......................................................................................................... 3 LIQUIDATEDDAMAGES ............................................................................................. 3 SUBSTITU'I'E MATERIAL AND EQUIPMENT ......................................................... 3 SUBCONTRACTORS...................................................................................................... 3 BID/PROPOSAL FORM ................................................................................................. 4 SUBMISSIONOF BIDS .................................................................................................. 4 MODIFICATION AND WITHDRAWAL OF BIDS .................................................... 5 REJECTIONOF BIDS .................................................................................................... 5 DISQUALIFICATIONOF BIDDER .............................................................................. 5 OPENINGOF BIDS ......................................................................................................... 5 LICENSES, PERMIT5, ROYALTY FEES AND TAXES ........................................... 5 IDENTICAL TIE BIDS/VENDOR DRUG FREE WORKPLACE ............................. 6 AWARDOF CONTRACT ............................................................................................... 7 19 BID PROTEST ......:........................................................................................................... 7 20 TRENCH SAFETY ACT ................................................................................................. 8 21 CON5TRUCTION SITE EROSION AND SEDIMENT CONTROL MANAGEMENTMEASURES ....................................................................................... 8 SectionII.doc i 2/9/2012 � ' Section II— Instructions to Bidders � 1 COPIES OF BIDDING DOCUMENTS � �__J l.l Complete sets of the Bidding Documents are available at the City of Clearwater's Plan Room — website address: www.m�clearwater.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 shall be liable for errors or misinterpretations resulting from the use of incomplete sets of Bidding Documents, by Bidders, sub-bidders or others. 1.3 The Ciry, in making copies of Biddi.ng Documents available on the above terins, does so � only for the purpose of obtaining Bids on the Work and does not confer a license or grant any other pernussion to use the documents for any other purpose. � 2 QUALIFICATION OF BIDDERS � � � �' � _� � � 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, ability, financial resources and experience to perform the work in a�satisfactory manner before obtaining drawings, specif'ications 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 only) or by phone at (727) 562-4750. Pre-Qualification requirements information is also available on City of Clearwater Website at address: www myclearwater com/�ov/depts/pwa/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 local conditions that may in any manner affect cost, progress, performance or furnishing of the work; (c) consider and abide by all applicable federal, state and local laws, ordinances, rules and regulations; and (d) study and carefully correlate Bidder's observations with the Contract Documents, and notify Engineer of all conflicts, errors or discrepancies in the Contract Documents. 3.2 In reference to the Technical Specifications and/or the Scope of the Work for identif'ication of those reports of explorations and tests of subsurface conditions at the site which have been utilized by the Engineer in the preparation of the Contract 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 SectionII.doc Page 1 of 9 2/9/2012 ' Section II— Instcuctions 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 aze 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 furnishing 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 ovcm expense as each Bidder deems necessary for submission of a Bid. Bidder sha11 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 performing 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 existi.ng 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 that 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 construction as may be indicated in or required by the Contract Documents, and that the Contract Documents are sufficient in scope and detail to indicate and convey understanding of all terms and conditions of performance and furnishing of the work. 4 INTERPRETATIONS AND ADDENDA 4.1 All questions as to the meaning or intent of the Contract Docuxnents are to be directed to the Engineer. Interpretations or clarif'ications 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 Documents. Questions received less than ten the time frame specif'ied at the pre-bid meeting prior to the date for SectionII.doc Page 2 of 9 2/9/2012 � l, � 4.2 5 Section II— Inst�uctions to Bidders opening of 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 Ciry of Clearwater in � an amount equal to ten percent (10%) of the Bidder's maximum Bid price and in the form of a certif'ied 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. � LJ � � � � � � � � 5.2 The Bid Security of the Successful Bidder will be retained until such Bidder has executed the Agreement and furnished the required Payment and Performance bonds, whereupon the Bid Security will be returned. 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 retumed approximately fourteen (14) days after the B id opening. 5.3 6 6.1 7 7.1 8 The Bid Bond sha11 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 specif'ied in the Specifications without consideration of possible substitute or "or equal" items. Whenever it is indicated in the Drawings or specified in the Specif'ications 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 9.1 If requested by the City or Engineer, the Successful Bidder, and any other Bidder so requested, sha11, within seven (7) days after the date of the request, submit to the Engineer an experience statement with pertinent information as to similar projects and other evidence 3ectionII.doc Page 3 of 9 2/9/2012 , 9.2 10 Section II— Tnstructions to Bidders of qualification for each Subcontractor, supplier, person and organization to be used by the Contractor in the completion of the Work. The amount of subcontract work sha11 not exceed fifty percent (50°Io) of the Work except as may be spec�cally approved by the Engineer. If the Engineer, after 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 substitution, the City may award the contract to the next lowest and most responsive Bidder that proposes to use acceptable Subcontractors, Suppliers, and other persons and organizations. Declining to make requested substitutions will not constitute grounds for sacrif'icing the Bid security to the City of any Bidder. Any Subcontractor, supplier, other person or organization listed by the Contractor and to whom the Engineer dces not make written objection prior to the recommendation of award to the City Council will be deemed acceptable to the City subject to revoca.tion of such acceptance after the Effective Date of the Contract Agreement as provided in the General Conditions. No Contractor shall 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 Docu.ments and shall be completed in ink or by typewriter. All blanks on the Bid/Proposal Forms must be completed. Unit Prices 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 a11 items in the Bid/Proposal form. The lump sum for ea.ch section or item shall 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 quantities 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 bid for the listed individual items. 10.2 Bids by corporations shall be executed in the corporate name by the president or a vice- president (or other corporate officer accompanied by evidence of authority to sign) and the corporate seal shall be aff'ixed. The corporate address and sta.te of incorporation shall be shown below the Signature. If requested, the person signing a Bid for a corporation or partnership shall produce evidence satisfactory to the City of the person's authority to bind the corporation or partnership. 10.3 Bids by partnerships sha11 be executed in the partnership name and signed by a general partner, whose title shall appear under the signature and the official address of the partnership sha11 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 sha11 be submitted at or before the time and at the place indicated in the Advertisement for Bids and shall be submitted in a 8.5"xll" manila envelope with the project name and number on the bottom left hand corner. If forwarded by mail, the Bid sha11 SectionII.doc Page 4 of 9 2/9/2012 � � � � � ' l� � Section II— Instructions to Bidders be enclosed in another envelope with the notatioln "Bid Enclosed" on the face thereof and addressed to the City of Clearwater, attention Purchasing Manager. Bids will be received at the office indicated in the Advertisement until the ti.me 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 shall 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. Grounds 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 doubtful fmancial 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 sha11 execute the Non-Collusion �davit contained in the Contract Documents. 15 OPENING OF BIDS 15.1 Bids will be opened and read publicly at the location and time sta.ted in the Advertisement � for Bids. Bidders are invited to be present at the opening of bids. � � 16 LICENSES, PERMITS, ROYALTY FEES AND TAXES 16.1 The Contractor shall secure all licenses and pernuts (and sha11 pay all permit fees) except as specif'ically stated otherwise in the Technical Specifications. The Contractor sha11 comply with all Federal and State Laws, County and Municipal Ordinances and regulations, which SectionII.doc Page 5 of 9 2/9/2012 � Section II— Instructions to Bidders in any manner effect the prosecution of the work. City of Clearwater building permit fees and impact fees will be waived except as specifically stated otherwise in the Technical Specifications. 16.2 The Contractor shall assuxne all liability for the payrnent of royalty 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 royalty fee, if any, sha11 be stated by the Contractor. 16.3 The Contractor shall pay a11 applicable sales, consumer, use and other taxes required by law. The Contractor is responsible for reviewing the pertinent State Statutes involving the sales tax and sales tax exemptions and complying with all requirements. 16.4 The City of Clearwater is exempt from sta.te sales ta.x on materials incorporated into the WORK. The City of Clearwater 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 TIE 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 aze equal with respect to price, quality, and service are 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 cert�cate containing the following six statements and the accompanying certif'ication statement: (1) Publish a statement notifying employees that the unlawful manufacture, distribution, dispensing, possession, or use of a controlled 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 maintai.ning 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 specif'ied 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. SectionII.doc Page 6 of 9 2/9/2012 S Section II— Instructions to Bidders ' (5) Impose 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. � � � �J � � � � l� (6) Make a good faith effort to continue to maintain a drug-free workplace through implementation of this section. I certify that this firm does/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 fmancial 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 withi.n the prescribed time. 18.3 If the Contract is to be awarded, it will be awarded to the lowest responsible, responsive Bidder whose evaluation by the City indicates to the City that the award will be in the best interest of the City. 18.4 Award 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 specif'ied 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 PROT'EST PROCEDURE: A. A protest with respect to the specifications of an invitation for bid or request for proposal shall be submitted in writing a minimum of five (5) work days prior to the opening of the bid or due da.te 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 award is posted, or is mailed to each SectionII.doc Page 7 of 9 � 2/9/2012 Section II— Instructions to Bidders bidder, whichever is earlier. Notice of intent to awazd will be forwarded to bidders upon telephonic or written request. Protests of recommended award should cite 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 shall respond to the formal written protest within five (5) work days of receipt. The Purchasing Manager's response will be fully coordinated with the appropriate Department Director and the Assistant City Manager. E. ff 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 pmtest letter and the response from the Purchasing Manager, to the City Manager. F. The City Manager as Purchasing Agent for the City has the final 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°Io of the selected vendor's total bid to offset the City's additional expenses related to the protest. 'This fee shall not exceed $2,500 nor be less than $50. If either the Purchasing Manager or the Ciry Manager upholds the protest, the City will refund 100% of the fee paid. 19.4 STAY OF PROCUREMENT DURING PROTEST: In the event of a tixnely protest, the Purchasing Manager sha11 not proceed with the solicitation or award of contract until a11 administrative remedies have been exhausted or until the City Manager makes written determination that the award of contract without delay is necessary to protect the best interest of the City. 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 1 (EPA) National Pollution Discharge Elimination System (NPDES) stormwater permit and implement stormwater pollution prevention plans (SWPPP's) or stormwater � SectionII.doc Page 8 of 9 2/9/2012 � � , � � � � � � � � � � � Section II— Instructions to Bidders 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 Measures available at Citv of Clearwater En ineerin Environmental Division and EPA websites to help address construction-related Best Management Practices. References EPA website SectionII.doc Page 9 of 9 2/9/2012 � �� Table of Contents: 1 Fa SECTION III GENERAL CONDITIONS DEFINITIONS..................................................................................................................1 PRELIIVIINARYMATTERS ........................................................................................... 5 2.1 DELIVERY OF BONDS AND CERTIFICATES OF INSURANCE ............................ 5 2.2 COPIES OF DOCUMENTS ............................................................................................ 5 2.3 CONIlVIENCEMENT OF CONTRACT TIlViE/NOTICE TO PROCEED; STARTING TI� PROJECT ................................................................................................................ 5 2.4 BEFORE STARTING CONSTRUCTION ..................................................................... 5 2.5 PRECONSTRUCTION CONFERENCE ........................................................................ 6 2.6 PROGRESS MEETINGS .................................................................:.............................. 6 3 CONTRACT DOCUMENTS, INTENT ......................................................................... 7 3.1 IN'IBNT ........................................................................................................................... 7 3.2 REPORTING AND RESOLVING DISCREPANCIES .................................................. 7 4 �� AVAILABILITY OF LANDS; 5UBSURFACE AND PHYSICAL CONDITIONS; REFERENCEPOINTS .................................................................................................... 8 4.1 AVAII.ABILITY OF LANDS ......................................................................................... 8 4.2 INVESTIGATIONS AND REPORTS ............................................................................ 8 4.3 PHYSICAL CONDIT'IONS, UNDERGROUND FACILII'IES ..................................... 8 4.4 REFERENCE POINTS .................................................................................................... 9 BONDSAND INSURANCE ............................................................................................ 9 5.1 PERFORMANCE AND PAYMENT BOND/CONTRACT BOND ............................... 9 5.2 INSURANCE ................................................................................................................... 9 5.2.1 WORKER'S COMPENSATION INSURANCE .........................................................10 5.2.2 PUBLIC LIABILITYAND PROPERTYDAMAGE COVERAGE ............................10 5.2.3 COMPREHENSNE AUTOMOBILE LIABILI7Y ....................................................11 5.3 WAIVER OF RIGHTS ..................................................................................................12 CONTRACTORS RESPON5IBILITIES .....................................................................12 6.1 SUPERVISION AND SUPERINTENDENCE ............................................................. 12 6.2 LABOR, MA'TERIALS AND EQUIPMENT ............................................................... 13 6.3 SUBSTI'TUTES AND "OR EQUAL" ITEMS .............................................................. 14 6.4 RESPONSIBILITY FOR SUBCONTRACTORS, SUPPLIERS AND OTHERS........ 14 6.5 USE OF PREMISES ...................................................................................................... 15 6.5.1 STAGING AREAS .................................................................................................... 1 S 6. 5.2 RESTORATION TIME LIMI7'S ................................................................................ I S 6.6 LICENSE AND PATENT FEES, ROYALTIES AND TAXES ................................... 16 6.7 LAWS AND REGULATIONS ...................................................................................... 16 6.8 PERMITS .......................................................................................................................16 6.9 SAFETY AND PROTECTION ..................................................................................... 17 6.10 EMERGENCIES ............................................................................................................18 6.11 DRAWINGS .................................................................................................................. 18 SectionIII.doc i 2/9/2012 � 6.11.1 SHOP DRAWINGS, SAMPLES, RFIs, and S UBMITTAL REVIEW ........................ 18 6.11.2 AS-B UILT DRAWINGS ............................................................................................ 19 6.11.3 CAD STANDARDS ................................................................................................... 21 6.11.4 DELIVERABI.ES :....................................................................................................23 6.12 CONTRACTOR'S GENERAL WA,F�RANTY AND GUARANTEE ........................... 23 6.13 CONTINUING TI� WORK ........................................................................................ 23 6.14 INDEMNIFICATION .................................................................................................... 24 6.15 CHANGES IN COMPANY CONTACT INFORMATION ...........................:............. 24 7 OTHER WORK .............................................................................................................. 24 7.1 RELAT'ED WORK AT SITE ........................................................................................ 24 7.2 COORDINATION .........................................................................................................25 8 � 9.1 9.2 9.3 9.4 9.5 9.6 10 11 12 13 OWNERSRESPONSIBILITY ...................................................................................... 25 OWNER REPRESENTATIVE'5 STATUS DURING CONSTRUCTION .............. 25 OWNERSREPRESENTATNE ................................................................................... 25 CLARIFICATIONS AND INTERPRETATIONS ........................................................ 26 REJECTING OF DEFECTIVE WORK ........................................................................ 26 SHOP DRAWINGS, CHANGE ORDERS, AND PAYMENTS .................................. 26 DECISIONSON DISPU'TES ........................................................................................ 26 LIMTI'ATIONS ON OWNER REPRESENTATIVE'S RESPONSIBILITIES ............. 27 CHANGESIN THE WORK .......................................................................................... 28 CHANGE5 IN TI� CONTRACT PRICE ................................................................... 28 11.1 CHANGES IN TI� CONTRACT PRICE .................................................................... 28 11.2 ALLOWANCES AND FINAL CONTRACT PRICE ADJUSTMENT ....................... 30 11.3 UNIT' PRICE WORK .................................................................................................... 30 CHANGES IN 1'HE CONTRACT TIME .................................................................... 31 TESTS AND IN5PECTION5, CORRECTION, REMOVAL OR ACCEPTANCE OFDEFECTIVE WORK ............................................................................................... 31 14 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 TESTSAND INSPECTION .......................................................................................... 31 UNCOVERINGTI� WORK ....................................................................................... 32 OWNER'S REPRESENTATIVE MAY STOP THE WORK ....................................... 32 CORRECTION OR REMOVAL OF DEFECTIVE WORK ........................................ 33 WARRANTY/CORRECTION PERIOD ...................................................................... 33 ACCEPTANCE OF DEFECTIVE WORK ................................................................... 33 OWNER MAY CORRECT DEFECTIVE WORK ....................................................... 34 PAYMENTS TO CONTRACTOR AND COMPLETION ......................................... 34 APPLICATION FOR PROGRESS PAYMENT ........................................................... 34 CONTRACTOR'S WARRANTY OF TITLE ............................................................... 35 REVIEW OF APPLICATIONS FOR PROGRESS PAYMENTS ................................ 35 PARTIALUTILI7.ATION ............................................................................................ 36 FINALINSPECTION ................................................................................................... 37 FINAL APPLICATION FOR PAYMENT ................................................................... 37 FINAL PAYMENT AND ACCEPTANCE ................................................................... 37 WAIVEROF CLAIMS ................................................................................................. 38 SectionIII.doc ii 2/9/2012 � � � � � , � , � � � ' 15 SUSPENSION OF WORK AND TERMINATION .................................................... 38 15.1 OWNER MAY SUSPEND'I'I� WORK ...................................................................... 38 15.2 OWNER MAY'TERMINATE ...................................................................................... 38 15.3 CONTRACTOR MAY STOP WORK OR TERMINA'I'E ........................................... 40 16 DISPU'1'E RESOLUTION .............................................................................................. 40 17 MISCELLANEOUS ....................................................................................................... 40 18 19 17.1 SUBMITTAL AND DOCUMENT FORMS ................................................................. 40 17.2 GIVING NOTICE .......................................................................................................... 40 17.3 NOTICE OF CLAIM ..................................................................................................... 41 17.4 PROFESSIONAL FEES AND COURT COSTS INCLUDED ..................................... 41 17.5 ASSIGNMENT OF CON'TRACT ................................................................................. 41 17.6 RENEWAL OPTION .................................................................................................... 41 17.7 ROLL-OFF CONTAINERS AND/OR DUMPSTERS ................................................. 41 ORDER AND LOCATION OF THE WORK .............................................................. 41 MATERIALUSED ......................................................................................................... 41 20 CONFLICT BETWEEN PLANS AND SPECIFICATIONS ..................................... 42 21 22 23 OWNER DIRECT PURCHASE (ODP) OPTION ....................................................... 42 RESIDENT NOTIFICATION OF START OF CONSTRUCTION .......................... 42 22.1 GENERAL ..................................................................................................................... 42 22.2 EXAMPLE .....................................................................................................................42 23.1 23.2 23.3 23.4 23.5 23.6 23.7 23.8 24 � ' � � � PROJECTINFORMATION SIGNS ............................................................................ 43 SCOPEAND PURPOSE ............................................................................................... 43 TYPE OF PROJECT SIGN, FIXED OR PORTABI.E ................................................. 43 FIXEDSIGN ...................................................................................................... ....... 44 PORTABLESIGNS ...................................................................................................... 44 SIGNCOLORING ......................................................................................................... 44 SIGNPLACEMENT ..................................................................................................... 44 SIGNMAINTENANCE ................................................................................................ 44 TYPICALPROJECT SIGN .......................................................................................... 45 AWARD OF CONTRACT, WORK SCHEDLTLE AND GUARANTEE .................. 45 SectionIII.doc iii 2/9/2012 � � , 1 DEFINITIONS Section III — General Conditions Addenda Written or graphic instruments issued prior to the opening of Bids which clarify, correct � or change the Bidding Requirements or the contract documents. � � � ' Agent Architect, engineer 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 unply a responsibility on the part of the Engineer to verify in every detail conformance with the Drawings and Specif'ications. ' Bid The offer or proposal of the bidder submitted on the prescribed form setting forth the pnces for the work to be performed. � � ' � r , Bidding Documents The advertisement or invitation to Bid, instructions to bidders, the Bid form, and the proposed Contact Documents (including all Addenda issued prior to receipt of Bids). Bonds 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 regarding SectionIII.doc Page 1 of 46 2/9/2012 � Section III — General Condirions 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 perfornung 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, fum or corporation with whom this contract or agreement has been made by the City of Clearwater or its duly authorized representative. Critical Path Method Construction Schedule—CPM �� A graphic format construction schedule that displays construction activities as they relate to one 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. 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 identif'ied 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 SectionIII.doc Page 2 of 46 2/9/2012 ! � Section III — General Conditions professional associate or consultant with respect to the Project and who is identif'ied 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). ' � � � � Fumish The words "furnish", "furnish and install", "install", and "provide" or words of similar meaning sha11 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. T'hese 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 governmental bodies, agencies, authorities and courts having jurisdiction.. Liens Liens, charges, security interests or encumbrances upon real property or personal property. Milestone � A principal event specif'ied in the contract Documents relating to an intermediate completion date or time prior to the imal completion date. , ' � � ' � � � � Notice to Proceed (NTP) A written notice given by the Owner to the Contractor iixing the date on which the Contract Time will commence to run 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 construction. 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 Documents may be the whole or a part as indicated elsewhere in the Contract Documents. SectionIII.doc Page 3 of 46 2/9/2012 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 sha11 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 Inforination (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 prepazed by or for Contractor to illustrate some portion of the Work and all illustrations, brochures, standard schedules, performance charts, instructions, diagrams and other information prepared 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 specif'ied part thereo� which has progressed to the point where, in the opinion of Engineer, as evidenced by Engineer's definitive certif'icate 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 fmal payment as evidenced by the Engineer's recommendation of fmal 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 46 2/9/2012 � � � � Section � — 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, steam, liquid petroleum products, telephone or other communications, cable television, sewage and drainage removal or treatment, traff'ic or other control systems or water. Unit Price Work , Work � � � � � , � � � � Work to be paid for on the basis of unit prices. The entire completed construction or the various separately identif'iable 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 furnishing 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 � 2.1 Price or Contract Times. PRELIMINARY MATTERS 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 T'he Contract Time will commence on the day indicated in the Notice to Proceed. Contractor � shall 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 xun. , � � 2.4 BEFORE STARTING CONSTRUCTION Before undertaking each part of the Work, Contractor shall carefully study and compare the Contract Documents and check and verify pertinent �gures shown thereon and a11 applicable SectionIII.doc Page 5 of 46 2/9/2012 Section III — General Conditions field measurements. Contractor shall promptly report in writing to Engineer any conflict, error or discrepancy which Contractor may discover; and sha11 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, enor or discrepancy in the Drawings or Spec�cations, 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 Owner 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 sha11 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 ofthe 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 sha11 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 established at this conference and such date can be inserted into the schedule at that time. The Contractor shall 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 Submittal Log. The Contractor shall deliver to the Owner's Representative at the preconstruction conference a completed Emergency Call List and a completed Authorized Signature List. The Owner's Representative shall deliver to the Contractor at the preconstruction conference a project disk that has a11 of the necessary data and survey control points for the purpose of construction stakeout and as-built survey. The Owner's Representative sha11 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 (RFn 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 of 46 2/9/2012 � Section III — General Conditions � 3 CONTRACT DOCUMENTS, INTENT � , , ' , ' � � �I J , � � ' � 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 proj ect (or part thereo� to be constructed in accordance with the Contract Documents. Any Work, materials or equipment which may reasonably be inferred from the Contract Documents or from prevailing custom or from trade usage as being required to produce the intended result will be 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 sha11 be interpreted in accordance with that meaning. Clarifications 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 governmental 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 specif'ication, 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 Contract Documents. Cl�cations 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 amended 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 proceed with the Work affected thereby (except in an emergency) until an amendment or supplement to Contract Documents has been issued by one of the methods provided in these General Specifications, provided however, that Contractor sha11 not be liable to Owner, or Owner's Representative for failure to report any such conflict, error, ambiguity or discrepancy unless Contractor knew or reasonably should have known thereof. SectionlII.doc Page 7 of 46 2/9/2012 � 4 4.1 Section III — General Conditions AVAILABILITY OF LANDS; SUBSURFACE AND PHYSICAL CONDITIONS; REFERENCE POINTS 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 performing 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 identif'ication 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 sha11 promptly notify the Owner's Representative in writing of any subsurface or latent physical conditions at the site, or in an existing structure, differi.ng materially from those indicated or referred to in the Contract Documents. Engineer will promptly review those conditions and advise if furkher 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 fmds 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 furnished 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 sha11 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 Facilities 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 46 2/9/2012 � � � ' � � ' � ' , , , ' � � � �J I , 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 sha11 be responsible for laying out the Work, shall protect and preserve the established reference points and shall make no changes or relocations without the prior written approval of the Owner and Engineer. Contractor sha11 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. E 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 fmal payment becomes due, unless a longer period of time is prescribed by laws and regulations or by the Contract Documents. Contractor sha11 also furnish such other Bonds as are required by the Supplementary Conditions. All Bonds sha11 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 570 (amended) by the Audit Staff, Bureau of Government Financial Operations, U.S. Trea.sury Department. All bonds signed by an agent must be accompanied by a certified copy of such agents' authority to act. All bonds shall be deemed to contain a11 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. 5.2 INSURANCE Contractor shall purchase and maintain such liability and other insurance as is appropriate for the Work being performed and furnished and as will provide protection from claims set forth below which may arise out of or result from Contractor's performance and furnishing of the Work and 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 acts any of them may be liable for the following: (i) Claims under worker's compensation, disability benefits and other similar employee benefit acts; (ii) Claims for damages because of bodily SectionllI.doc Page 9 of 46 2/9/2012 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 sha11 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 ident�ed in the Supplementary Conditions, all of whom sha11 be listed as additional insured, and include coverage for the respective off'icers and employees of a11 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 fumished by the Contractor as described in this pazagraph); (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 final payment. Contractor sha11 furnish the Owner and each other additional insured identi�ed 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 fmal 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 46 2/9/2012 , � � ' ' � , � ' � � , ' ' ' ' � ' � l� � ' 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 a11 owned (private and others), hired and non-owned vehicles: Contract Award 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. T'he 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. Longshore and Harbor Worker's Compensation Act: Section 32 of the Act, 33 U.S.C. 932, requires an employer, with employees in maritime employment, to secure the payment of 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 liable for and shall 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 to secure the payment of compensation. SectionIII.doc Page 11 of 46 2/9/2012 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 a111osses 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 all 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 a11 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 physical loss 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 fmal payment. � 6.1 CONTRACTORS RESPONSIBILITIES 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 sha11 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 sha11 have authority to act on behalf of Contractor. All communications to the superintendent sha11 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 and whenever the Owner's Representative shall notify Contractor, in writing, that any person on the work appears to be incompetent, unfaithful, disorderly, or otherwise unsatisfactory, such person shall be removed SectionIII.doc Page 12 of 46 2/9/2012 � , ' ' � , ' � , ' , ' 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 work.ing hours or on the Owner normally approved holidays. At such times when Inspector overtime is required, the Contractor sha11 sign an overtune 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 retai.nage funds, the Contractor sha11 deliver to the Owner a check made out to the Owner of Clearwater for full reimbursement of a11 Inspector overtime hours. Withheld retainage shall not be released until the Owner has received this check. Minimum number of chargeable hours for inspection costs on weekends or holidays sha11 be four hours. The cost of overtime inspection per hour sha11 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 shall at a11 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 pernut 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 furnish and assume full responsibility for a11 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 furnishing, performance, testing, start-up and completion of the Work. All materials and equipment installed in the Work sha11 be of good quality and new, except as � otherwise provided in the Contract Documents. If required by Engineer, Contractors shall furnish satisfactory evidence (including reports of required tests) as to the quality of materials and equipment. The Contractor shall provide suitable and secure storage for a11 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. i ' , � 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 of 46 2/9/2012 Section III — General Conditions 6.3 SUBSTITUTES AND "OR EQUAL" IT,EMS 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 named and sufficiently similar so that no change in related Work will be required, it may be considered by Engineer for approval. If in the Engineer's sole discretion an item of material or equipment proposed by Contractor does not qualify as an "or equal" item, it may be considered as a proposed substitute item. Contractor sha11 submit sufficient information as required by the Engineer to a11ow the Engineer to determine that the item of material or equipment proposed is essentially equivalent to that named and is an accepta.ble 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 RESPONSIBILITY FOR SUBCONTRACTORS, SUPPLIERS AND OTHERS Contractor sha11 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 Documents 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 sha11 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 sha11 require a11 Subcontractors, Suppliers and such other persons performing or furnishing any of the work to communicate with the Engineer through Contractor. The divisions and sections of the Specif'ications 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 specif'ic trade. 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. SectionIII.doc Page 14 of 46 2/9/2012 ' Section III — General Conditions , Contractor sha11 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 identif'ied 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 shall 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 a11 waste materials, rubbish and debris from and about the premises as well as all tools, appliances, construction ' equipment and machinery and surplus materials. Contractor sha11 restore to original condition all property not designated for alteration by the Contract Documents. � ' �� 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 a11 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 calendar days. , • Concrete driveways and sidewalks shall be replaced within ten (10) consecutive calendar days of removal. Resident access shall be mainta.ined at all times. � � IJ • All arterial and collector roadways shall be restored ASAP. • Loca1 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. Loca1 and resident access shall be maintained at all times. SectionIII.doc Page 15 of 46 2/9/2012 Section III — General Conditions • 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 a11 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 a11 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 specif'ied 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 clai.ms, 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 specif'ied 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 taxes required to be paid by Contractor in accordance with the Laws and Regulations of the State of Florida and other governmental agencies, which aze applicable during the performance of the work. 6.7 LAWS AND REGULATIONS Contractor sha11 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 sha11 bear a11 claims, costs, losses and damages caused by or arising out of such work: however, it sha11 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. 6.8 PERMITS Unless otherwise provided in the Supplementary Conditions, Contractor sha11 obtain and pay for all construction permits and licenses. The Owner sha11 assist. Contractor, when necessary, in SectionIII.doc Page 16 of 46 2/9/2012 ' Section III — General Conditions , obtaining such permits 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 sha11 pay all charges of utility owners for connections to the work, ' and the Owner sha11 pay all charges of such utility owners for capital costs related thereto such as plant investment fees. ' ' ' � ' � ' , �� ' C �_J , � , Unless otherwise stated in the Contract Documents, Owner of Clearwater Building Pernut 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 a11 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) a11 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 shall, and sha11 cause Subcontractors, to protect carefully the Work and materials against damage or injury from the weather. If, in the opinion of the Owner's Representative, any portion of Work or materials shall have been damaged or injured by reason of failure on the part of the Contractor or any Subcontractors to so protect the Work, such Work and materials sha11 be removed and replaced at the expense of Contractor. The Contractor shall initiate and maintain an accident prevention program which sha11 include, but shall not be limited to the establishment and supervision of programs for the education and training of employees in the recognition, avoidance and prevention of unsafe conditions and acts. Contractor sha11 provide first aid services and medical care to his employees. The Contractor sha11 develop and maintain an effective fire protection and prevention program and good housekeeping practices at the site of contract performance throughout all phases of construction, repair, alteration or demolition. Contractor shall require appropriate personal protective equipment in a11 operations where there is exposure to hazardous conditions. The Engineer may order that the work stop if a condition of immediate danger to the Owner's employees, equipment or if property damage exists. This provision shall not shift responsibility or risk of loss for injuries of damage sustained from the Contractor to Owner, and the Contractor shall remain solely responsible for compliance with all safety requirements and for the safety of all persons and property at the site of Contract 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 prevent disruptions of such tr�c due to construction activity. Contractor shall comply with a11 applicable Laws and Regulations of any public body having 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. Contractor shall notify owners of adjacent property and of Underground Facilities and utility owners when prosecution of the work may affect them, and shall cooperate with them in the protection, removal, relocation and replacement of their property. All 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 furnish SectionIII.doc Page 17 of 46 2/9/2012 Section IlI — General Conditions 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 shall 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 sha11 submit Shop Drawings to Engineer for review and approval as called for in the Technical Specif'ications or required by the Engineer. The data shown on the Shop Drawings will be complete with respect to quantities, dimensions, specif'ied performance and design criteria, materials and similar 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 sha11 have determined and verif'ied: (i) all field measurements, quantities, dimensions, specified performance criteria, installation requirements, materials, catalog numbers and sunilar 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 (iii) 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 sha11 give Engineer specific written notice of such variations, if any, that the Shop Drawing or Sample submitted may 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. T'he 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 sha11 respond to each submittal within twenty-one (21) consecutive calendar days. The Contractor shall maintain a request for information (RFI) log as mentioned in Article 2.5. The Engineer and Construction Services Department shall receive updated copies at each progress meeting, and the Engineer shall respond to each RFI within twenty-one (21) consecutive SectionIII.doc Page 18 of 46 2/9/2012 ' , �_J ' ' L ' lJ � Section III — General Conditions calendar days. The untimely submission of Submittal or RFTs sha11 not be grounds for a delay claim from the Contractor. 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, techriiques, sequences or procedures of construction (except where a particular 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 return the required number of corrected copies of Shop Drawings and submit as required new Samples for review and approval. Contractor sha11 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 shall not relieve Contractor from responsibility for a.ny variation 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 spec�c 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 sha11 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°Io) of the total number of first time submittals. Owner's ' Representative reserves the right to backcharge Contractor for a11 third submittals. The numbe"r 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 and annotate neatly and clearly all project conditions, locations, configurations and any other changes 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. T'he Contractor sha11 record the horizontal and vertical locations, in the ' plan and profile, of all buried utilities that differ from the locations indicated or which were not indicated on the Contract Plans and buried (or concealed), construction and utility features which are revealed during the construction penod. ' SectionIII.doc Page 19 of 46 2/9/2012 ' Section III — General Conditions The As-Built Drawings sha11 be available for inspection by the Engineer, Engineer's Consultant, and the Owner's Representative at a11 tunes during the progress of the Project. The As-Built Drawings sha11 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 sha11 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 fmal pay request. Fina1 pay request sha11 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 specif'ied 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 sha11 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 chazge the contractor a fee of $1,800 per day or any portion thereof to provide the Owner with the required As-Built Survey. 6.11.22 Sanitary and Storm Sewer Piping Systems Manholes and inlets 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 plans. New sanitary service connections and replaced sanitary service connections sha11 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 also 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 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. Coordinates shall be at all pipe bends, tees, valves, reducers, and deflections. Also all new and replaced service connections for potable and reclaimed water will be located as described SectionIII.doc Page 20 of 46 2/9/2012 1 ' ' u ' C ' � ' � ' ' � ' , � ' ' Section III — General Conditions 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 a11 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 sha11 be based on the original datum used for the construction design plans or if required by the Owner the datum shall 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 Minixnum 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. 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 s.i i _3_i _1 Prefixes and Suffixes 6.11.3.1.2 Layer Naming Definitions: GAS gas lines and appurtenances SectionIII.doc Page 21 of 46 ' 2/9/2012 Section III — General Conditions 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 SANTTARY 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, monuxnentation 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. All text will use standard AutoCAD fonts. SectionIII.doc Page 22 of 46 2/9/2012 ' � � Section III — General Conditions 6.11.3.3 Text Styles Text style for EX layers will use the sunplex 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 .010 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 sha11 deliver all drawing files in digital format. Acceptable file formats include: DWG, of a shape file. � � L � � �� r � � Please address any questions regarding format to Mr. Tom Mahony, at (727) 562-4762 or e-mail address Thomas.MahonyC mvClearwater.com. 6.12 CONTRACTQR'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, modif'ication or operation by persons other than Contractor, Subcontractors or Suppliers. Until the acceptance of the Work by the Owner, the Work shall be under the charge and care of the Contractor, and he shall take every necessary precaution against injury or damage to any part thereof by action of the elements, or from any other cause whatsoever, arising from the execution or non-execution of the Work. The Contractor sha11 rebuild, repair and make good, at his own expense, a11 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 appeaz within a period of one year from the date of final acceptance". Contractor's warranty and guarantee hereunder excludes improper maintenance and operation by Owner's employees and normal wear and tear under normal usage for any 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 fmal 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 carry 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 46 2/9/2012 �� Section III — General Conditions 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 all claims, costs, losses and damages (including but not limited to all fees and charges 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 furnish 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 sha11 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 sha11 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 clauns against Owner or Engineer or any of their respective consultants, agents, o�cers, 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 sha11 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 a11ow complete access to all utility owners for these purposes. SectionIII.doc Page 24 of 46 2/9/2012 ' ' Section III — General Conditions The City may have its own forces perform new work related to the project, however, this work will be identified in the Contract Scope of Work and coordination will be such that this activity is denoted in the Contractor's CPM Schedule so as not to cause any delays or interference with 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 and 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 Conditions, 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. T'he 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 Termination deals with the Owner's right to terminate services of Contractor under certain circumstances. Owner shall not supervise, direct or have control or authority over, nor be responsible for, Contractor's means, 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 Owner 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 sha11 not be extended without written consent of Owner and Engineer. SectionIII.doc Page 25 of 46 2/9/2012 Section III — General Conditions 9.2 CLARIFICATIONS AND INTERPRETATIONS Engineer will issue with reasonable promptness such written cl�cations or interpretations of the requirements of the Contract Documents regazding 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 clarif'ications and interpretations of the Contract Documents sha11 be issued form the Owner's Representative. Such written clariiications and interpretations will be binding on the Owner and Contractor. If Contractor believes that a written clarif'ication 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 or reject Work which Owner's Representative or the Engineer believes to be defective, or that Owner's Representative or the Engineer believes will not produce a completed Project that conforms to the Contract Documents or that will prejudice the integrity of the design concept of the completed Project as a functioning whole as indicated by the Contract 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. In 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 request 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 46 2/9/2012 L' Section III — General Conditions written decision on such claim, dispute or other matter will be fmal 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 nghts or remedies as the appealing party may have with respect to such claim, dispute or other matter in accordance with applicable Laws and Regulations within sixty (60) � days of the date of such decision, unless otherwise agreed in writing by the Owner and Contractor. L� � � � � � � � � 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 fmal Application for Payment and accompanying � documentation and a11 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 certi�cates of inspections, tests and approvals that the results certified indicate compliance with the Contract Documents. tJ � 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 46 2/9/2012 10 Section III — General Conditions 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 shall 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 Directive, 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, modif'ied 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 written 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. ff 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 IN 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 of 46 2/9/2012 � 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 shall be accompanied by cla.imant's written statement that the claimed adjustment covers a11 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 paragraph. 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 agreement is reached to establish unit prices for the Work. Where the work involved is not covered by unit prices contained in the Contract Documents and � where the Owner's Representative, the Owner, the Engi.neer, 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 REIlVIBURSEMENT" basis. The Contractor shall � apply for compensation, detailing Contractors forces, materials, equipment, subcontractors, and other items of direct costs required for the directed work. � � � � � �� The application for Cost Reimbursement shall be limited to the following items: 1. Labor, including foremen, for those hours associated with the direct work (actual payroll cost, including wages, fringe bene�ts, labor insurance and labor taxes established by law). Expressly excluded from this item are all costs associated with negotiating the subject change. 2. 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 sha11 not exceed the current rental rates prevailing in 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 monthly 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%). � B. A fixed fee of ten percent (10%) sha11 be added to the costs of Item 2 above. SectionIII.doc Page 29 of 46 , 2/9/2012 Section III — General Conditions C. No markup 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 sha11 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 a11 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 fmal 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 identif'ied 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 are 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 Representative. 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 identif'ied item. The Owner or Contractor may make a cla,im for an adjustment in the Contract Price if: (i) the quantity of any item of Unit Price Work performed by Contractor differs materially and signif'icantly from the estimated quantity of such item indicated in the Contract Documents; and (u) there is no corresponding adjustment with respect to any other item of Work; and (iii) if Contractor believes that Contractor is entitled to 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 fmalizing 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 fmal Contract Price should be anticipated by the Contractor in his original bid. SectionIll.doc Page 30 of 46 2/9/2012 ' i � � , � 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 adjustment claimed is the entire adjustment to which the claimant has reason to believe it is entitied as a result of the occurrence of said event. All claims for adjustment in the Contract Time (or Milestones) shall be deternuned by Owner's Representa,tive. 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 lunits 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 Milestanes) 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 the time lost due to such delay shall be Contractor's sole and exclusive remedy for such delay. In no event shall the Owner be liable to 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 sha11 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 Page 31 of 46 2/9/2012 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 all Owner Building Departments and Owner Utility Departments, Contractor shall assume full responsibility for arranging and obtaining such inspections, tests or approvals, pay a11 costs in connection therewith, and fumish Owner's Representative the required certificates of inspection or approval. Unless otherwise stated in the Contract Documents, Owner permit and impact fees will be waived. Contractor sha11 also be responsible for arranging and obtaining and shall pay a11 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 sha11 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 Representa.tive, 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 sha11 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 Tune (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 the cause for such order has been SectionIII.doc Page 32 of 46 2/9/2012 � Section III — General Conditions � eliminated; however, this right of Owner's Representative to stop the Work sha11 not give rise to any duty on the part of Owner's Representative or Owner to exercise this right for the benefit of Contractor or any surety or other party. If the Owner's Representative stops Work under this � paragraph, Contractor sha11 be entitled to no extension of Contract Time or increase in Contract Price. � � � � � � ' � � r � � � � � ' 13.4 CORRECTION OR REMOVAL OF DEFECTIVE WORK If required by Engineer or Owner's Representative, Contractor sha11 promptly, as directed, either correct a11 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). 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 provision 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 clauns, 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 Fina1 Completion of all the Work, the correction period for that item may start to run from an eazlier 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 sha11 be entitled to an appropriate decrease in the Contract Price, and, if the parties are unable to agree SectionIII.doc Page 33 of 46 2/9/2012 Section III — General Conditions as to the amount thereof, the Owner may make a claim therefore as provided in article for Change of Contract Frice. If the acceptance occurs after the Owner Representative's recommendation for final payment an appropriate amount will be paid by Contractor to the Owner. 13.7 OWNER MAY CORRECT DEFECTIVE WORK 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 sha11 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 attributable to the exercise by the Owner of the Owner's rights and remedies hereunder. 14 PAYMENTS TO CONTRACTOR AND COMPLETION Requests for payment shall be processed in accordance with F.S. 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 a11 materials, labor and equipment. A retainage of not less than five (5°Io) of the amount of each Application for Payment for the total of all Work, including as-built survey and Inspector overtime reimbursement, completed to date will be held until final completion and SectionIlI.doc Page 34 of 46 2/9/2012 � � � ' Section III — General Conditions acceptance of the Work covered in the Contract Documents. No progress payrnent 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 �davit that all subcontractors and suppliers have been paid any sum or sums then due. A failure on the part of the contractor to provide the report � as required herein shall result in further progress or partial payrnents being withheld until the report is provided. {��__l � ' � ' � � � � 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 retai.ned by the seller. Contractor warrants that he has good title to a11 materials and supplies used by him in the Work, free from a11 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 sum of money deemed reasonably suff'icient to pay any and all such lawful claims until satisfactory evidence is furnished that a11 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 requ�res ' 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 withm twenty (20) busmess days of receipt mdicating 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. SectionlII.doc Page 35 of 46 2/9/2012 �J 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 recomxnend 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, (ui) 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 corrects 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 identif'ied 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 may request Contractor in writing to permit the Owner to use any such part of the Work which the Owner believes to be ready for its intended use and substantially complete. If Contractor agrees that such part of the Work is substantially complete, Contractor will certify to Owner, Owner's Representative, and Engineer that such part of the Work is substantially complete and request Owner's Representative to issue a certif'icate of Substantial Completion for that part of the Work. Contractor at any tune 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 certiiicate 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. SectionIII.doc Page 36 of 46 2/9/2012 Section III — General Conditions 14.5 FINAL INSPECTION 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 sha11 immediately take such measures as are necessary to complete such Work or remedy such deficiencies. 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 fmal 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 aff'idavit of Contractor that: (i) the releases and receipts include a11 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 discarded materials, rubbish, and temporary structures, and shall restore in an acceptable manner a11 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 if Owner's Representative so conf'u�ns, the Owner shall, upon receipt of Contractor's fmal 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 corrected is less than the retainage stipulated in the Agreement, and if Bonds have been furnished as required in paragraph 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 and SectionIII.doc Page 37 of 46 2/9/2012 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 fmal 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 fmal inspection, and Owner Representative's review of the fmal Application for Payment and accompanying documentation, a11 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 return the Application to Contractor, indicating in writing the reasons for refusing to recommend final payment, in which case Contractor sha11 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 maki.ng 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 fmal 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 tixne 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 adjustrnent in the Contract Price or an extension of the Contract Tixnes, 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 su�cient skilled workers or suitable 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 46 2/9/2012 ' 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 unreasonably delayed. The Owner may, after giving Contractor (and the surety, if any), seven days' written 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 sha11 not be entitled to receive any further payment until the Work is fuushed. 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 texcess 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 Owner shall not be required to obtain the lowest price for the Work performed. L_� ' � � � ' , � � � Where Contractor's services have been so ternlinated 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 riotice 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 shall 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 furnishing labor, materials or equipment as required by the Contract Documents in connection with uncompleted Work, plus fair and reasonable sums for overhead and profit on such expenses; for all claims, costs, losses and damages incurred in settlement of terniinated 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 46 2/9/2012 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 fmally detennined 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 sha11 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 deterniined to be due, Contractor may upon seven (7) day's written notice to the Owner and Owner's Representative stop the Work until payment of all such amounts due Contractor. The provisions of this article are not intended to preclude Contractor from making claim under paragraphs for Change of Contract Price or Change of Contract Time or otherwise for expenses or damage directly attributable to Contractor's stopping Work as perm.itted by this article. 16 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 arbitration. 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 GIVING NOTICE Whenever any provision of the Contract Documents requires the giving of written notice, notice will be deemed to have been validly given if delivered in person to the individual or to a member of the ium or to an off'icer 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 46 2/9l2012 , ' � � , , , � r , ' � � , ' ' � � u 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 off'icers, 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 paragraph 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, a11 fees and charges of engineers, architects, attorneys and other professionals and all 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 RENEWAL OPTION Annual Contracts issued through the Engineering Department may be renewed for up to two (2) years, upon mutual consent of both the Owner and the Contractor/Vendor. All terms, conditions and unit prices sha11 remain constant unless otherwise specif'ied 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 dumpsters 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. Pryor @ myC 1 earwater. 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 shall work and order thereof. 19 MATERIAL USED All material incorporated into the fmal work shall be new material unless otherwise approved by the Engineer. If requested by the Engineer, the Contractor shall furnish purchase receipts of all materials. SectionIII.doc Page 41 of 46 2/9/2012 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 Specif'ications, Drawings. In a series of Modifications or Addenda the latest will govern. 21 OWNER DIRECT PURCHASE (ODP) OPTION T'he 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 La.w 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 purchases 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 IV, 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 The Contractor shall notify all residents along the construction route or within a 500-foot radius, unless stated otherwise in the Contract Documents, with a printed door hanger notice indicating the following information about the proposed construction work and the Contractor performing the work: City seal or logo; the scheduled date for the start of construction; the type of construction; general sequence and scheduling of construction events; possibility of water service disruption and/or colored water due to construction efforts; Contractor's name, the Superi.ntendent'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 sha11 be approved by the City prior to the start of construction. Notification sha11 be printed on brightly colored and durable card stock and shall be a minimum of 4-1/a 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 suff'icient 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 46 2/9/2012 � ' ' � ' lJ , ' �J , � � � � � C � L� , Section III — General Conditions Of CTTY OF CLEARWATER NOTICE OF CONSTRUCTION TODAY' S DATE: / / PLEASE EXCUSE US FOR ANY INCONVEl�TIENCE We are the construction contractor performing (state type of contract) for the City of Clearwater in your area. The work will be performed in the public 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. T'he property owner is responsible for, the expense and coordination to replace driveways and sidewalks which have customized colors, textures and/or materials. Small trees, shrubs, landscaping materials, unauthorized mailboxes or structures within the right-of-way which must be removed due to the construction 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 parked on the streets or within the right-of-way may be required to be placed elsewhere. We aze 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) Construction is anticipated to begin on: We will be more than happy to assist you. 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) shall 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. 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 46 2/9/2012 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 mi.nimum of 24-inches above the ground. Alternate mounting system or attachment to fencing or other fixed structure can be considered for approval. Sign shall be painted white on both sides with exterior rated paint. 23.4 PORTABLE SIGNS Portable sign shall be a minunum of 24-inches by 30-inches (24"x30") in size and will be attached to a standard sized portable tr�c barricade. Sign material sha11 be aluminum, 0.080- inches or thicker, background of white reflective sheeting, and sha11 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 sha11 be white. Project Descriptive Name shall be in blue lettering. All other lettering shall be black. Basic lettering on sign shall be in a11 capital letters, of size proportional to the sign itsel£ Each sign sha11 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 traff'ic. 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 fmal payment. 23.7 SIGN MAINTENANCE The Contractor is responsible for preparation, installation, movement, maintenance, replacement, removal and disposal of a11 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 46 2/9/2012 Section III — General Conditions 23.8 TYPICAL PROJECT SIGN - � PROJECT NAME (CONTRACT NUMBER) (DEPARTMENT NAME) PROJECT "_�__ CONTRACTOR: � COMPLETION DATE: FLTNDING: OWNER'S REPRESENTATIVE: r_ LL ° ��,rwater � U L--- — 2, �, c ^-� . _ � � -;�5. � , � _ _r ___— 1 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 IV, 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 remains 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 46 2/9/2012 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 appeaz within a period of one (1) year from the date of � fmal acceptance. SectionIII.doc Page 46 of 46 2/9/2012 ' ' , � ' , � � � , � , , � ' ' 1 ' � ' L_l , ' l_ 1 ' , , ' ' � � , , SECTION IV TECHNICAL SPECIFICATIONS Table of Contents• 1 SCOPE OF WORK ...........................................................................................................1 1.1 SCOPE DESCRIPTION ................................................................................................. 1 1.2 SCOPE OF WORK CHECKLIST .................................................................................. 2 2 FIELD ENGINEERING .................................................................................................. 3 2.1 LINE AND GRADE SHALL BE PERFORMED BY THE CONTRACTOR ............... 3 2.1.1 GRADES, LINES AND LEVELS ............................................................................. 3 2.1.2 LAYOUl DATA ....................................................................................................... 4 2.2 LINE AND GRADE SHALL BE PERFORMED BY THE CIT'Y ................................. 4 3 DEFINITION OF TERMS ............................................................................................... 4 3.1 REFERENCE STANDARDS ......................................................................................... 4 3.2 ABBREVIATIONS AND SYIVIBOLS ........................................................................... 4 4 ORDER AND LOCATION OF THE WORK ................................................................ 6 5 EXCAVATION FOR UNDERGROUND WORK .......................................................... 6 6 CONCRETE ......................................................................................................................7 7 EXCAVATION AND FORM5 FOR CONCRETE WORK .......................................... 7 7.1 EXCAVATION ................................................................................................................7 7.2 FORMS ........................................................................................................................... 7 8 REINTORCEMENT .........................................................................................................7 8.1 BASIS OF PAYMENT ................................................................................................... 8 9 OBSTRUCTIONS .............................................................................................................8 10 RESTORATION OR REPLACEMENT OF DRIVEWAYS, CURBS, SIDEWALKS ANDSTREET PAVEMENT ............................................................................................ 8 11 WORK IN EASEMENTS OR PARKWAYS .................................................................. 9 12 DEWATERING .................................................................................................................9 12.1 GENERAL ...................................................................................................................... 9 12.2 PERMI'T REQUIREMENTS ........................................................................................ 10 12.2.1 DEWATERING C01V7'ROL ................................................................................... 10 12.2.2 GENERIC PERMIT FOR THE DISCHARGE OF PROD UCED GRO UND WATER FROMAIVI'NON-CONTAMINATED SITEACTNITY ........................... 10 13 5A1�1ITARY MANHOLES ..............................................................................................12 13.1 BUII,T UP TYPE .................................................................................................:........ 12 13.2 PRECAST TYPE .......................................................................................................... 13 13.2.1 MANHOLE ADJUSTMENT RINGS (GRADE RINGS) ........................................ 13 13.3 DROP MANHOLES ..................................................................................................... 13 13.4 FRAMES AND COVERS ............................................................................................ 13 SectionIV.doc i 2/9/2012 13.5 MANHOLE COATINGS .............................................................................................. 13 13.6 CONNECTIONS TO MANHOLES ............................................................................. 14 14 BACKFII.L ..................................:...................................................................................14 15 STREET CROSSINGS, ETC . .......................................................................................14 16 RAISING OR LOWERING OF SA1vITARY SEWER, STORM DRAINAGE STRUCTURES................................................................................................................14 16.1 BASIS OF PAYMENT ................................................................................................. 14 17 UNSUITABLE MATERIAL REMOVAL .....................................................................15 17.1 BASIS OF MEASUREMENT ...................................................................................... 15 17.2 BASIS OF PAYMENT ................................................................................................. 15 18 UNDERDRAINS .............................................................................................................15 18.1 BASIS OF MEASUREMENT ...................................................................................... 15 18.2 BASIS OF PAYMENT' ................................................................................................. 16 19 5TORM SEWERS ..........................................................................................................16 19.1 AS BUII.,T INFORMATION ......................................................................................... 16 19.2 TESTING ......................................................................................................................16 19.3 BASIS OF PAYMENT ................................................................................................. 17 20 5A1�IITARY SEWERS AND FORCE MAIN5 ..............................................................17 20.1 MATERIALS ................................................................................................................ 17 20.1.1 GRAVTTY SEWER PIPE ........................................................................................ 17 20.1.2 FORCE MAIN PIPE ............................................................................................. 17 20.2 INSTALLATION .......................................................................................................... 17 20.2.1 GRAVITY SEWER PIPE ........................................................................................ 17 20.2.2 FORCE MAIN PIPE ............................................................................................. 18 20.3 AS BUII..T DRAWINGS ............................................................................................... 18 20.4 TESTING ...................................................................................................................... 18 20.4.1 TESTING OF GRAVITY SEWERS ........................................................................ 18 20.4.2 TESTING OF FORCE MAINS .............................................................................. 19 20.5 BASIS OF PAYMENT ................................................................................................. 19 20. 5.1 GRAVITY SEWER PIPE ........................................................................................ 19 20.5.2 FORCE MAIN PIPE ............................................................................................. 19 21 DRAINAGE .....................................................................................................................19 22 ROADWAY BASE AND SUBGRADE ..........................................................................19 22.1 BASE ............................................................................................................................ 19 22.1.1 BASIS OF MEAS UREMENT FOR BASE AND REWORKED BASE ................... 21 22.1.2 BASIS OF PAYMENT FOR BASE AND REWORKED BASE ............................... 21 22.2 SUBGRADE .................................................................................................................21 22.2.1 BASIS OFMEASUREMEIV7' ................................................................................ 21 22.2.2 BASIS OF PAYMENT ............................................................................................ 22 23 ASPHALTIC CONCRETE MATERIALS ................................................................... 22 23.1 ASPHALTIC CONCRE'TE ........................................................................................... 22 SectionIV.doc ii 2/9/2012 ' ' 23.1.1 AGGREGATE ........................................................................................................22 23.1. 2 BI7'UMINO US MATERIALS ................................................................................. 22 23.2 HOT BITUMINOUS MIX'TURES - PLANT, METHODS, EQUIPMENT & , QUALITY ASSURANCE .......................................................,..................................... 22 23.3 ASPHALT MIX DESIGNS AND TYPES .................................................................... 23 23.4 ASPHALT PAVEMENT DESIGNS AND LAYER THICKNESS ............................... 23 ' 23.5 GENERAL CONSTRUCTION REQUIREMENTS .................................................... 24 23.6 CRACKS AND POTHOLE PREPARATION .............................................................. 24 23.6.1 CRACKS ................................................................................................................24 , 23.6.2 POTHOLES ...........................................................................................................24 23.7 ADJUST'MENT OF MANHOLES ............................................................................... 25 23.8 ADDITIONALASPHALT REQUIREMENTS ............................................................ 25 ' 23.9 SUPERPAVE ASPHAI,TIC CONCRETE .................................................................... 26 23.10 BASIS OF MEASUREMENT ...................................................................................... 26 23.11 BASIS OF PAYMENT ................................................................................................. 26 ' � 25 ' , ' ' , , ' ADJUSTMENT TO THE iJ1vIT BID PRICE FOR ASPHALT .................................. 27 GENERAL PLANTING SPECIFICATIONS .............................................................. 27 25.1 IRRIGATION ................................................................................................................ 27 25.1.1 DESCRIPTION .....................................................................................................27 25.1.2 PRODUCTS ..........................................................................................................29 25.1.3 EXECUTION .........................................................................................................33 25.2 LANDSCAPE ...............................................................................................................36 25.2.1 GENERAL .............................................................................................................36 25.2.2 PRODUCTS ..........................................................................................................41 25.2.3 EXECUTION .........................................................................................................44 26 FIDPE DEFORMED - REFORMED PIPE LINING ................................................... 51 26.1 26.2 26.3 26.4 26.5 26.6 26.7 26.8 26.9 INTENT........................................................................................................................ 51 PRODUCT AND CONTRACTOR/INSTALLER ACCEPTABILITY ........................ S 1 MAT`ERIALS ................................................................................................................ 51 CLEANING/SURFACE PREPARATION ................................................................... 52 'I'EL,EVISION INSPECTION ....................................................................................... 52 LINERINSTALLATION ............................................................................................. 53 LATERALRECONNECTION ..................................................................................... 53 TIMEOF CONSTRUCTION ....................................................................................... 53 PAYMENT.................................................................................................................... 53 27 PLANT MIX DRIVEWAYS ........................................................................................... 53 , 27.1 BASIS OF NIEASUREMENT ...................................................................................... 54 27.2 BASIS OF PAYMENT ................................................................................................. 54 ' , 28 REPORTING OF TONNAGE OF RECYCLED MATERIALS ................................ 54 29 CONCRET'E CURBS ..................................................................................................... 54 29.1 BASIS OF 1VIEASUREMENT......•-• ............................................................................. 54 29.2 BASIS OF PAYMENT ................................................................................................. 54 , 30 CONCRETE SIDEWALKS AND DRIVEWAYS ......................................................... 54 SectionN.doc iii 2/9/2012 , 30.1 CONCRETE SIDEWALKS .......................................................................................... 54 30.2 CONCRETE DRIVEWAYS ......................................................................................... 55 30.3 BASIS OF MEASUREMENT ...................................................................................... 55 30.4 BASIS OF PAYMENT ................................................................................................. 55 31 32 33 34 35 36 37 SODDING........................................................................................................................ 55 SEEDING......................................................................................................................... 56 STORM MANHOLES, INLETS, CATCH BASINS OR OTHER STORM 5TRUCTURES................................................................................................................ 56 33.1 BUILT UP TYPE STRUCTURES ................................................................................ 56 33.2 PRECAST TYPE .......................................................................................................... 57 33.3 BASIS OF PAYMENT ................................................................................:................ 57 MATERIALUSED ......................................................................................................... 57 CONFLICT BETWEEN PLANS AND 5PECIFICATIONS ...................................... 57 STREETSIGN5 .............................................................................................................. 57 AUDIO/VIDEO RECORDING OF WORK AREAS .................................................. 57 37.1 37.2 37.3 37.4 37.5 37.6 37.7 37.8 37.9 37.10 37.11 37.12 COIVTRACTOR TO PREPARE AUDIO/VIDEO RECORDING ................................ 57 SCHEDiJI.ING OF AUDIO/VIDEO RECORDING ................................................... 57 PROFESSIONAL VIDEOGRAPHERS ....................................................................... 58 EQUIPMENT............................................................................................................... 58 RECORDED INFORMATION, AUDIO ...................................................................... 58 RECORDED INFORMATION VIDEO ....................................................................... 58 VIEWERORIENTATION ............................................................................................ 58 LIGHTING................................................................................................................... 59 SPEEDOF TRAVEL .................................................................................................... 59 VIDEOLOG/INDEX ................................................................................................... 59 AREAOF COVERAGE ............................................................................................... 59 COSTSOF VIDEO SERVICES ................................................................................... 59 38 EROSION AND SILTATION CONTROL ................................................................... 59 38.1 38.2 38.3 38.4 38.5 38.6 38.7 38.8 38.9 38.10 39 40 STABILIZATION OF DENUDED AREAS ................................................................. 59 PROTECTION AND STABILIZATION OF SOIL STOCKPII.,ES ............................. 60 PROTECTION OF EXISTING STORM SEWER SYS'I'EMS .................................... 60 SEDIMENT TRAPPING MEASURES ........................................................................ 60 SEDIMENTATIONBASINS ....................................................................................... 60 WORKING IN OR CROSSING WATERWAYS OR WATERBODIES ...................... 60 SWALES, DITCHES AND CHANNELS .................................................................... 61 UNDERGROUND UTILTTY CONSTRUCTION ....................................................... 61 MAINTENANCE......................................................................................................... 61 COMPLIANCE............................................................................................................. 61 UTILITY TIE IN LOCATION MARKING ................................................................. 64 AWARD OF CONTRACT, WORK SCHEDULE AND GUARANTEE .................... 64 41 POTABLE WATERMAINS, RECLAIMED WATERMAINS AND APPURTENANCES....................................................................................................... 64 , SectionN.doc iv 2/9/2012 ' ' , ' ' , ' � ' , ' ' ' ' ' , ' ' ' , 41.1 SCOPE .......................................................................................................................... 64 41.2 MA'TERIALS ................................................................................................................ 65 41.2.1 GENERAL ............................................................................................................. 65 41.2.2 PIPE MATERIALS AND FITTINGS ..................................................................... 65 41.2.3 GATE UALVES ...................................................................................................... 67 41.2.4 UALVE BOXES ...................................................................................................... 67 41.2.5 HYDRANTS ...........................................................................................................68 41.2.6 SERVICE SADDLES ............................................................................................. 69 41.2. 7 TESTS, INSPECTIONAND REPAIRS .................................................................. 69 41.2.8 BACKFLOW PREVEIV7'ERS ................................................................................ 69 41.2.9 TAPPING SLEEVES ............................................................................................. 70 41.2.10 BLOWOFFHYDRANTS ......................................................................................70 41.3 CONSTRUCTION ........................................................................................................70 41.3.1 MATERIAL HANDLING ....................................................................................... 70 41.3.2 PIPE LAYING ....................................................................................................... 70 41.3.3 SE777NG OF UALVES, HYDRANTS AND FITI7NGS ......................................... 72 41.3.4 CONNECTIONS TO EXISTING LINES ............................................................... 72 41.4 'TESTS ...........................................................................................................................73 41.4.1 HYDROSTATIC TESTS ......................................................................................... 73 41.4.2 NOTICE OF TEST ................................................................................................ 73 41.5 STERIL�ZATION ......................................................................................................... 73 41. 5.1 STERILIZING AGEIVT :......................................................................................... 73 41.5.2 FLUSHING SYSTEM ............................................:............................................... 73 41. 5. 3 STERILIZATION PROCED URE .......................................................................... 73 41.5.4 RESIDUAL CHLORINE TESTS ............................................................................ 74 41.5.5 BACTERIAL TESTS .............................................................................................. 74 41.6 MEASUREMENT AND PAYMENT ........................................................................... 74 41.6.1 GENERAL ............................................................................................................. 74 41.6.2 FURNISHAND INSTALL WATER MAINS ........................................................... 75 41.6.3 FURNISHAND INSTALL FITI7NGS ................................................................... 75 41.6.4 FURNISHAND INSTALL GATE UALVES COMPLETE WITH BOXES AND COVERS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 75 41.6. S FURNISH AND INSTALL FIRE HYDRANTS ....................................................... 75 42 43 GAS SYSTEM SPECIFICATIONS .............................................................................. 76 TENNISCOURTS .......................................................................................................... 76 43.1 PAVED TENNIS COURTS ................................................................................:......... 76 43.1.1 SOIL TREATMENTS ............................................................................................. 76 43.1.2 BASE CO URSE ............................................................................................:........ 76 43.1. 3 PRIME COAT ....................................................................................................... 76 43.1.4 LEVELING COURSE ............................................................................................ 76 43.1. S SURFACE COURSE ............................................................................................. 76 43.1.6 COLOR COAT ...................................................................................................... 77 43.2 CLAY TENNIS COURTS ............................................................................................ 78 43.2.1 GENERAL ....................................................................................:........................ 78 43.2.2 SITE PREPARATION ............................................................................................ 79 43.2.3 SLOPE ...................................................................................................................79 43.2.4 BASE CONSTRUCTION ....................................................................................... 80 SectionN.doc v 2/9/2012 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 43.2.15 43.2.16 43.2.17 PERIMETERCURBING ....................................................................................... 80 SURFACECO URSE ............................................................................................. 80 ROOTBARRIER ................................................................................................... 80 FENCING............................................................................................................. 81 WI ND S C R E E NS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . COURTEQUIPMENT ........................................................ SHADESTRUCTURE ...............:......................................... WATER SOURCE (Potable) ................................................ CONCRETE. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . EXISTING SPORT TENNIS COURT LIGHTING ............... WATER COOLER ................................. 81 ................................. 81 ........ ..................... 83 ................................. 83 ................................. 83 ................................. 83 ......................... 84 ......................... 84 R4 ......................................................................... DEMONSTRATION. . . . . . . . . . . .. . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . WARRAN7Y. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . � 44 WORK ZONE TRAFFIC CONTROL ......................................................................... 85 44.1 CONTRACTOR RESPONSIBLE FOR WORK ZONE TRAFFIC CONTROL ......... 85 44.2 WORK ZONE TRAFFIC CONTROL PLAN .............................................................. 85 44.2.1 WORK ZONE SAFETY ......................................................................................... 85 44.3 ROADWAY CLOSURE GUIDELINES ....................................................................... 86 44.3.1 ALL ROADWAYS ................................................................................................... 86 44.3.2 MAJOR ARTERIALS, MINOR ARTERIAI,S, LOCAL COLLECTORS ................. 86 44.3. 3 MAJOR ARTERIALS, MINOR ARTERIAI„S ......................................................... 86 44.3.4 MAJOR ARTERIAI,S ............................................................................................. 86 44.4 APPROVAL OF WORK ZONE TRAFFIC CONTROL PLAN ................................... 86 44.5 INSPECTION OF WORK ZONE TRAFFIC CONTROL OPERATION .................... 87 44.6 PAYMENT FOR WORK ZONE TRAFFIC CONTROL ............................................. 87 44.7 CERTIFICATION OF WORK ZONE TRAFFIC CONTROL SUPERVI50R............ 87 45 CURED-IN-PLACE PIPE LINING .............................................................................. 87 45.1 INTENT ........................................................................................................................ 87 45.2 PRODUCT AND CONTRACTOR/INSTALLER ACCEPTABILTTY ........................ 88 45.3 MATERIALS ................................................................................................................ 88 45.4 CLEANING/SURFACE PREPARATION ................................................................... 88 45.5 TELEVISION INSPECTION ....................................................................................... 89 45.6 LINER INSTALLATION ............................................................................................. 89 45.7 LA'TERAL RECONNECTION ..................................................................................... 89 45.8 TIlVIE OF CONSTRUCTION ....................................................................................... 89 45.9 PAYMENT .................................................................................................................... 89 46 SPECIFICATIONS FOR POLYETHYLENE SLIPLINING ..................................... 90 46.1 MA'I'ERIALS ................................................................................................................ 90 46.1.1 PIPE AND FITTINGS ........................................................................................... 90 46.1.2 Q UALITY CONTROL ........................................................................................... 90 46.1.3 SAMPLES ..............................................................................................................90 46.1.4 REJECTION ..........................................................................................................90 46.2 PIPE DIMENSIONS........• ............................................................................................ 90 46.3 CONSTRUCTION PRACTICES ................................................................................. 91 46.3.1 HANDLING OF PIPE ........................................................................................... 91 46.3. 2 REPAIR OF DAMAGED SECTIONS .................................................................... 91 SectionN.doc vi 2/9/2012 ' ' 46.3.3 PIPE JOINING ..................................................................................................... 91 46.3.4 HANDZ.ING OF FUSED PIPE ............................................................................. 91 46.4 SLIPLINING PROCEDURE ........................................................................................ 91 ' 46.4.1 PIPE REQUIREMEIV7'S AND DIMENSIONS ...................................................... 91 46.4.2 CLEANING AND INSPECTION ........................................................................... 91 46.4. 3 INSERTION SHAFT AND EXCAUATIONS .......................................................... 92 ' 46.4.4 INSERTION OF THE LINER ................................................................................ 92 46. 4. 5 CONFIRMATION OF PIPE SIZES ...................................................................... 92 46.4.6 UNDERDRAIN CONNECTIONS IF REQUIRED ................................................ 92 ' 46.4. 7 BACKFILLING ..................................................................................................... 93 46.4.8 POI1V7'REPAIR .....................................................................................................93 46.4.9 CLEAN UP OPERATIONS ................................................................................... 93 , 47 SPECIFICATIONS FOR POLYVINYL CHLORIDE RIBBED PIPE ...................... 93 ' ' , ' ' ' � ' � l_ 1 ' ' 47.1 SCOPE ..........................................................................................................................93 47.2 MATERIALS ................................................................................................................ 93 47.3 PIPE ......................................................................:....................................................... 93 47.4 JOIlVING SYS'TEM ...................................................................................................... 94 47.5 FITTINGS ..................................................................................................................... 94 48 GiJNITE SPECIFICATIONS ........................................................................................ 94 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 GROLTT ................................................................................ 94 REHABILTTATION OF CORRUGATED METALPIPE WITH GUNITE ................. 94 COIVIPOSTI'ION ........................................................................................................... 94 STRENGTH REQUIl2EMENTS .................................................................................. 95 MAT`ERIALS ................................................................................................................ 95 WATER......................................................................................................................... 95 REINFORCEMENT..................................................................................................... 95 STORAGEOF MATERIALS ....................................................................................... 95 SURFACEPREPARATION ......................................................................................... 96 PROPORTIONING....................................................................................................... 96 M1XING. ... .. ... . .. . . .. . . .. . . .. . . . ... . . .... .. ... .. .... . ... . .. . ... . . .. .. . ... . . . .. ... .... ... .. . . . .. ... . .. .. . . .. . .. . . . . . .. .. . .. .. . 96 APPLICATION............................................................................................................. 96 CONSTRUCTIONJOINTS ......................................................................................... 97 SURFACEFINISH ....................................................................................................... 97 CURING....................................................................................................................... 97 ADJACENT SURFACE PRO'TECTION ..................................................................... 97 INSPECTION............................................................................................................... 98 EQUIPMENT............................................................................................................... 98 49 SA1vITARY AND STORM MANHOLE LINER RESTORATION ........................... 99 49.1 SCOPE AND INTENT ................................................................................................. 99 49.2 PAYMENT .................................................................................................................... 99 49.3 FIBERGLASS LINER PRODUCTS ............................................................................ 99 49.3.1 MATERIALS ..........................................................................................................99 49.3.2 INSTALLATIONAND EXECUTION .................................................................. 100 49.4 STRONG SEAL MS-2 LINER PRODUCT SYS'I'EM .............................................. 100 49.4.1 MATERIALS .............................................••-•••.....................................................101 49.5 INFILTRATION CONTROL ...................................................................................... 101 SectionlV.doc vii 2/9/2012 , 49.6 GROi1'TING MIX ....................................................................................................... 101 49.7 LINER MIX ................................................................................................................ 101 49.8 WATER ....................................................................................................................... 102 49.9 OTI-�R MATERIALS ................................................................................................ 102 49.10 EQUII'MENT ............................................................................................................. 102 49.11 INSTALLATION AND EXECiJTION ....................................................................... 102 49.11.1 PREPARATION ...................................................................................................102 49.11.2 MIXING ...............................................................................................................103 49.11.3 SPRAYING .......................................................................................................... 103 49.11.4 PROD UCT TESTING ......................................................................................... 103 49.11.5 CURING .............................................................................................................. 103 49.11. 6 MANHOLE TESTING AND ACCEPTANCE ...................................................... 104 49.12 INNERLINE ENVIRONMENTAL SERVICES LINER PRODUCT SYSTEM ....... 104 49.12.1 SCOPE ................................................................................................................104 49.12.2 MATERIALS ........................................................................................................104 49.12.3 INSTALLATIONAND EXECU770N .................................................................. 106 50 51 PROJECT INFORMATION SIGN5 ..........................................................................108 IN-LINE SKATING SURFACING SYSTEM ............................................................108 51.1 SCOPE ........................................................................................................................ 108 51.2 SURFACE PREPARATIONS ..................................................................................... 109 51.2.1 ASPHALT ............................................................................................................109 51.2.2 CONCRETE ........................................................................................................109 51.2.3 CO URT PATCH BINDER MIX ........................................................................... 109 51.3 APPLICATION OF ACRYLIC FII.LER COAT ......................................................... 109 51.4 APPLICATION OF FORTIF�ED PLEXIPAVE ...........................................................110 51.5 PLEXIFLOR APPLICATION .....................................................................................110 51.6 PLAYING LINES ........................................................................................................110 51.7 GENERAL ...................................................................................................................110 51.8 LIMI'TATIONS .............................................................................................................110 52 RESIDENT NOTIFICATION OF START OF CONSTRUCTION ..........................11l 53 GABIONS AND MATTRESSES ..................................................................................111 53.1 MATERIAL .................................................................................................................111 53.1.1 GABIONAND RENO MATTRESS MATERIAL ................................................... Ill 53.1.2 GABIONAND MATI'RESS FII,LER MATERIAL : ...............................................113 53.1.3 MATTRESS WIRE ................................................................................................114 53.1.4 GEOTEXTILE FABRIC ........................................................................................114 53.2 PERFORMANCE ........................................................................................................114 54 LAWN MAINTENANCE SPECIFICATIONS ...........................................................115 54 1 SCOPE ......................................................................................... 54.2 SCHEDULING OF WORK ......................................... 54.3 WORK METHODS ..................................................... 54.3.1 MAINTENANCE SCHEDULING ........................ 54.3.2 DUTIES PER SERVICE VISIT ............................ 54.4 LITTER ........................................................................ 54 5 VISUAL CHECK ........ ...................115 ...............................115 ...............................116 ...............................116 ................................................116 . .................................................................... SectionN.doc viii ...............................116 ...............................116 2/9/2012 LJ ' , � ' , ' � fl ' , ' ' 54.6 PLANT TRIMMING AND PALM PRUNING ...........................................................116 54.7 PHOE1vIX SPECIES (CANARY DATE, INDIA DATE, PYGMY DATE, ETC.)......116 54.8 DEBRIS REMOVAL ...................................................................................................116 54.9 TRAFFIC CONTROL .................................................................................................117 54.10 PEDESTRIAN SAFETY .............................................................................................117 54.11 PLANT FERTII.IZATION ...........................................................................................117 54.12 WEED REMOVAL IN LANDSCAPED AREA ..........................................................117 54.13 MULCH CONDI'TION ................................................................................................117 54.14 Il2RIGATION SERVICE AND REPAIR .....................................................................117 54.15 LAWN AND ORNAMENTAL PEST CONTROL ......................................................117 54.16 PALM FERTILIZATION .............................................................................................117 54.17 FREEZE PROTECTION .............................................................................................118 54.18 LEVEL OF SERVICE ..................................................................................................118 54.19 CO1ViPLETION OF WORK ........................................................................................118 54.20 INSPECTION AND APPROVAL ...............................................................................118 54.21 SPECIAL CONDITIONS ............................................................................................118 55 MII.LING OPERATIONS ............................................................................................119 55.1 EQUIPMENT, CONSTRUCTION & MILLED SURFACE .......................................119 55.2 ADDITIONAL MILLING REQUIREMENTS ...........................................................119 55.3 SALVAGEABLE MA'I'ERIALS ................................................................................. 120 55.4 DISPOSABLE MATERIALS ..................................................................................... 120 55.5 ADJiJSTMENT AND LOCATION OF UNDERGROUND UTILTTIES .................. 120 55.6 ADNSTMENT OF UTILI'TY MANHOLES ............................................................ 120 55.7 TYPES OF MILLING ................................................................................................ 120 55.8 MILLING OF IN'I'ERSECTIONS .............................................................................. 121 55.9 BASIS OF MEASUREMENT .................................................................................... 121 55.10 BASIS OF PAYMENT ............................................................................................... 121 56 CLEARING AND GRUBBING ...................................................................................121 56.1 BASIS OF MEASUREMENT .................................................................................... 121 56.2 BASIS OF PAYMENT .................. 57 RIPRAP .........................................................................................................................121 57.1 BASIS OF MEASUREMENT .................................................................................... 121 57.2 BASIS OF PAYMENT ............................................................................................... 122 ' S8 TREATMENT PLANT SAFETY ................................................................................122 ' � ' ' 58.1 HAZARD POTENTIAL ............................................................................................. 122 58.2 REQUIRED CONTRACTOR TRAINING ................................................................ 122 59 TRAFFIC SIGNAL EQUII'MENT AND MATERIALS ...........................................122 59.1 BASIS OF MEASUREMENT AND PAYMENT ....................................................... 123 60 SIGNING AND 1�ZARKING .........................................................................................123 60.1 BASIS OF MEASUREMENT AND PAYMENT ....................................................... 123 61 ROADWAY LIGHTING ..............................................................................................123 61.1 BASIS OF MEASUREMENT AND PAYMENT ....................................................... 123 SectionN.doc ix 2/9/2012 ' 62 TREE PROTECTION ..................................................................................................124 62.1 TREE BARRICADES ................................................................................................124 62.2 ROOT PRUNING .......................................................................................................124 62.3 PROPER TREE PRUNING ........................................................................................ 125 63 PROJECT WEB PAGES ..............................................................................................126 63.1 WEB PAGES DESIGN ............................................................................................... 126 63.2 WEB ACCESSIBILTI'Y GUIDELINES .....................................................................126 63.3 THE SUN AND WAVES LOGO AND I'TS USE ....................................................... 126 63.4 MAPS AND GRAPHICS ........................................................................................... 127 63.5 INTERACTIVE FORMS ........................................................................................... 127 63.6 POSTING ....................................................................................................................127 63.7 WEB PAGES UPDA'I'ES ............................................................................................ 127 64 OVERHEAD ELECTRIC LINE CLEARANCE ......................................................127 64.1 CLEARANCE OPTIONS ........................................................................................... 127 64.2 REQUIRED MINIMUM CLEARANCE DISTANCES ............................................. 127 SectionIV.doc x • 2/9/2012 � � � � , � � � �� ' � � �' � Section N — Technical Specifications 1 SCOPE OF WORK 1.1 SCOPE DESCRIPTION Project Name: REVERSE OSMOSIS PLANT No. 1— CONCENTRATE AND BACKWASH PIPELINES Project Number: 09-0018-UT Scope of Work: Contractor to furnish and install 8-inch concentrate pipeline, 6-inch backwash pipeline, 3-inch fiber optic conduit and a11 related appurtenances to begin at the City of Clearwater's Reverse Osmosis Plant No. 1 to east of the intersection of Drew Street and Old Coachman Road per the project drawings and specif'ications. The Contractor shall provide portable project signs as described in SECTION III, ARTICLE 23 of the Contract Documents. The final number of project signs will be determined at the beginning of the project based on the Contractor's schedule of work submitted for approval. Additional project signs may be required above the indicated amount due to the Contractor's schedule of work, which will be provided at no additional cost to the Owner. CONTRACT PERIOD: 365 CONSECUTIVE CALENDAR DAYS , SectionN.doc Page 1 of 128 2/9/2012 Section N — Technical Specifications 1.2 SCOPE OF WORK CHECKLIST Project Name: REVERSE OSMOSIS PLANT No. 1— CONCENTRATE AND BACKWASH PIPELINES Project Number: 09-0018-UT The following Articles of the Technical Specifications will apply to this contract if marked "X" as shown below: 1 � Sco e Of Work 2.1 Line and Grade Shall Be Performed B The Contractor 2.2 Line and Grade Shall Be Performed B The Cit 3 Definition Of Temis 4 Order And Location Of The Work 5 Excavation For Under ound Work 6 Concrete 7 Excavation And Forms For Concrete Work 8 Reinforcement 9 Obstructions 10 Restoration Or Re lacement Of Drivewa s, Curbs, Sidewalks And Street Pavement 11 Work In Easements Or Parkwa s 12 Dewaterin 13 ❑ Sanit Manholes 14 Backfill 15 Street Crossin s, Etc. 16 Raisin Or Lowering Of Sanitary Sewer, Storm Drainage Structures 17 � Unsuitable Material Removal 18 Underdrains 19 Storm Sewers 20 ❑ Sanitary Sewers And Force Mains 21 Draina e 22 Roadwa Base And Subgrade 23 As haltic Concrete Materials 24 Ad'ustment To The Unit Bid Price For As halt 25 Ge�eral Plantin S ecifications 26 ❑ Hdpe Deformed - Reformed Pi e Lining 27 Plant Mix Drivewa s 28 Re ortin Of Tonna e Of Rec cled Materials 29 Concrete Curbs 30 Concrete Sidewalks And Drivewa s 31 Soddin 32 Seedin 33 Storm Manholes, Inlets, Catch Basins Or Other Storm Structures 34 Material Used 35 Conflict Between Plans And S ecifications 36 Street Si s 37 Audio/Video Recordin Of Work Areas 38 ErosionAnd Siltation Control SectionN.doc Page 2 of 128 2/9/2012 � ' � � � � � � r � � ' ' ' � m m m .. m .� m ,• . .. m m m � m m m m : m �1 � m � .� E 2.1 Section N — Technical Specifications Utility Tie In Location Mazki.ng Award Of Contract, Work Schedule And Guarantee Potable Water Mains, Reclaimed Water Mains and , Gas System Specifications Tennis Courts Work Zone Tr�c Control Cured-In-Place Pipe Lining Specifications for Polyethylene Sliplining Specifications for Polyvinyl Chloride Ribbed Pipe Gunite Specifications Sanitary and Storm Manhole Liner Restoration Project Information Signs In-Line Skating Surfacing System Resident Notification of Start of Construction Gabions and Mattresses Lawn Mai.ntenance Specifications and Treatment Plant Tr�c Signal E Signing And M� and Materials Tree Protection Project Web Pages Overhead Electric Line Clearance FIELD ENGINEERING LINE AND GRADE SHALL BE PERFORMED BY THE CONTRACTOR The Contractor sha11 provide and pay for field engineering service required for the project. Such work sha11 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 sha11 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 III (General Conditions), Article 6.11.2 of these Contract Documents. 2.1.1 GRADES, LINES AND LEVELS Existing basic horizontal and vertical control points for the project are those designated on the Drawings or provided by the City. Control points (for alignment only) shall be established by the Engineer. The Contractor shall locate and protect control points prior to starting site work and shall preserve all permanent reference points during construction. In working near any permanent property corners or reference markers, the Contractor shall use care not to remove or SectionN.doc Page 3 of 128 2/9/2012 Section N — Technical Specifications disturb any such markets. In the event that mazkers 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 qualif'ied under the laws of the state of Florida. 2.1.2 LAYOUT DATA The Contractor sha11 layout the work at the location and to the lines and grades shown on the Drawings. Survey notes indicating the information and measurements 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 a11 work the contractor sha11 be responsible to have furnished to the project inspector a replacement of the wooden lath and stakes used in the construction of this project. Excessive stake replacement caused by negligence of Contractor's forces, after initial line and grade have been set, as determined by the City Engineer, will be charged to the Contractor at the rate of $100.00 per hour. Time sha11 be computed for actual time on the project. All time sha11 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 defmition of terms from SECTION III, ARTICLE 1- DEFINTTIONS of these Contract Documents shall apply. For the purpose 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 sha11 the contractor plead misunderstandings or deception because of such estimate of quantities or of the character or location of the work or of other conditions or situations 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, specif'ication, 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 Officials ACI American Concrete Institute AISI American Iron and Steel Institute AMA Acoustical Materials Association AMCA Air Moving and Conditioning Association, Inc. SectionN.doc Page 4 of 128 2/9/2012 � �-� ' ' l� t_I � � � ' � � , � � SectionN.doc � ANSI APA ASAE ASCE ASHRAE ASME ASSE ASTM AWG AWMA AWS AWWA CFR CISPI CRSI CS DEP DOT EPA FAC FBC FFPC FGC FMC FPC FedSpec HI IBBM IEEE IPS MIL NAAMM NBFtJ NEC NEMA NFPA NPT NWMA PCA PCI SBC SBCCI SDI SFPC SGC SJI SMACCNA Section N — Technical Specifications American National Standards Institute American Plywood Association American Society of Agricultural Engineers American Society of Civil Engineers American Society of Heating Refrigerating and Air Conditioning American Society of Mechanical Engineers American Society of Sanitary Engineering American Society for Testing and Materials American Wire Gauge Aluminum Window Manufacturer's Association American Welding Society American Water Works Association Code of Federal Regulations Cast Iron Soil Pipe Institute Concrete Reinforcing Steel Institute Commercial Standards and National Bureau of Standards Department of Environmental Protection (F'lorida) Department of Transportation (Florida) Environmental Protection Agency Florida Administrative Code Florida Building Code Florida Fire Prevention Code Florida Gas Code Florida Mechanical Code Florida Plumbing Code Federal Specifications Standards of Hydraulic Institute Iron Body, Bronzed Mounted Institute of Electrical and Electronics Engineers Iron Pipe Size Military Specification National Association of Architectural Metal Manufacturers National Board of Fire Underwriters National Electrical Code National Electrical Manufacturers Association National Fire Protection Association National Pipe Thread National Woodwork Manufacturers' Association Portland Cement Association Prestressed Concrete Institute Standard Building Code (SBCCn Southem Building Code Congress International, Inc. Steel Door Institute Standard Fire Prevention Code (SBCCI) Standard Gas Code (SBCCn Steel Joist Institute Sheet Meta1 and Air Conditioning Contractors' National Page 5 of 128 2/9/2012 Section N — Technical Specifications Association SMC Standard Mechanical Code (SBCCI) SPC Standazd Plumbing Code (SBCCn SpIg Southern Pine Inspection Bureau SSPC Steel Structures Painting Council TCA Title Council of America �, Underwriters' Laboratories 4 ORDER AND LOCATION OF THE WORK 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 all necessary steps to conduct all excavation in a manner which provides for the successful completion of the proposed work while at a11 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 a11 appropriate Safety Regulatory Agencies, particularly the Occupational Safety and Health Administration (OSHA) requirements for excavation. Unless otherwise specifically stated in these plans and specif'ications, 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 a11 excavation to be done in the performance of this contract to be in soil classified as OSHA "Type C". The Contractor's attention is called to specific requirements of OSHA for excavation shoring, employee entry, location of excavated material adjacent to excavation, the removal of water from the excavation, surface encumbrances and in particular the requirement of a"Competent Person" to control safety operations. The Contractor will identify his 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 a11ow 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 safety reasons, the Contractor is required to use excavation and trench-shoring methods in compliance with all safety requirements which a11ow the Contractor to control the amount of restoration work necessary to complete the project. 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 SectionN.doc Page 6 of 128 2/9/2012 � Section N — Technical Specifications � 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 sha11 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. � � r � � � � 6 CONCRETE Unless otherwise directed, a11 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 sha11 be performed according to the American Society of Testing Materials. Unless otherwise specified, all concrete shall have fiber mesh reinforcing and have a minimum compressive strength of 3000 p.s.i. at 28 days. T'he 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 slump for all concrete shall be in the range of 3" to 5", except when admixtures or special placement considerations are required. The Contractor shall notify the Project Inspector a minimum 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) sha11 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 sha11 be free from warps or bends, shall have a depth equal to the d'unensions 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. 8 REINFORCEMENT When required, reinforcement shall be placed in the concrete work. Bar reinforcement shall be deformed: ASTMA-A 615, steel sha11 be billet Intermediate or Hard Grade: Rail Steel SectionN.doc Page 7 of 128 2/9/2012 Section N — Technical Specifications A.A.S.H.T.O. M42. Twisted Bars sha11 not be used, Fabric Reinforcement shall conform to the requirements of AASHTO M55 (ASTM A185). Welded deformed steel wire fabric for Concrete reinforcement sha11 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. The cost of such work sha11 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 sha11 be at once notified of the locality and circumstances, and no claims for daxnages 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 structures or obstructions shall not be the basis of a claim for extra work. Any survey monument or benchmark which must be disturbed sha11 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 sha11 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 sha11 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 sha11 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 yaxd basis. When replacement is over a trench for utilities, the area of replacement sha11 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. The bid price for restoration or placement of driveways, curbs and sidewalks, when called for in the proposals, shall include a11 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. SectionN.doc Page 8 of 128 2/9/2012 Section N — Technical Specificakions 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, particularly to residents affected by the construction progress. The Contractor will be expected to complete restoration Activities within a reasonable time following primary construction activity. Failure by the Contractor to accomplish restoration within a reasonable time sha11 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 a11 shrubbery removed or disturbed during construction. No separate payrnent 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 charge from the City's wastewater treatment plants, provided the water is used on City of Clearwater contractual work. Details for Contractor to obtain and reuse water from the treatment plants will be coordinated at the pre- construction conference. T'he Contractor's use of reuse water must conform to a11 regulatory requirements. 12 DEWATERING 12.1 GENERAL Unless specifically authorized by the Engineer, all pipe, except subdrains, shall be laid "in the dry". The contractor sha11 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 sha11 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 a11 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. The cost of dewatering shall 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. SectionN.doc Page 9 of 128 2/9/2012 Section N — Technical Specifications 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 ACTIVITY City Not�cation 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 PROTECTION GENERIC PERMITOR THE DISCHARGE OF PRODUCED GROUND WATER FROM ANY NON-CONTAMINATED SITE ACTIVITY The facility is authorized to discharge produced ground water from any non-contaminated site activity which discharges by a point source to surface waters of the 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 screeni.ng 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 all produced ground water dischargers. The effluent shall be sampled before the commencement of discharge, again within thirty (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 sha11 be taken prior to actual discharge or mixing with the receiving waters. The effluent shall be sampled for the parameters listed in Table 1. TABLE 1 � Screening Values for Discharges into: Parameter Fresh Waters Coastal Waters � SectionIV.doc Page 10 of 128 2/9/2012 � � �� ' r � � � � � �l � �� Section N — Technical Specifications Total Organic Carbon (TOC) 10.0 mg/1 10.0 mg/1 PH, standard units 6.0-8.5 6.5-8.5 Total Recoverable Mercury — by Method 1631E 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 City of Clearwater. (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 pernuttee may request to be exempted from the TOC requirement. To request this exemption, the permittee shall submit additional information with a Notice of Intent (NOn, described below, which describes the method used to determine that these compounds are naturally occurring. The Department shall grant the exemption if the permittee aff'�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 o�ce thirty (30) days prior to discharge, and contain the following information: 1. 2. 3. 4. 5. 6. the name and address of the person that the permit coverage will be issued to; the name and address of the facility, including county location; any applicable individual wastewater permit number(s); a map showing the facility and discharge location (including latitude and longitude); the name of the receiving water; and 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. 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 conf'uming a natural background pH outside of SectionIV.doc Page 11 of 128 2/9/2012 Section N — Technical Specifications 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 sha11 not vary below natural background or vary more than one (1) unit above natural background for fresh and coastal waters. If natural 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 pernuttee 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 shall 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 discharge 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 dischazge 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 effective 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 permit 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 o�ce 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, RA.C., are applicable to this Generic Pernait. 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 sha11 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 towazd 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. Manhole steps sha11 not be provided. Joints shall be completely filled and the mortar shall be smoothed from inside of manholes. SectionN.doc Page 12 of 128 2/9/2012 � � , � Section N — Technical Specifications 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 speciiication unless otherwise approved by the City Engineer. AASHTO M 85 Type II cement sha11 be used throughout with a minimum wall thickness of 5 , inches. The precast sections shall 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 nuxnbering 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 Engineeri.ng 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. 5ee Section IV, Article 23.7 — Asphaltic Concrete — Adjustment of Manholes. 13.3 DROP MANHOLES Standard drop inlets to manholes sha11 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 finished grade as directed. Refer to Detai1301. 13.5 MANHOLE 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 SectionN.doc Page 13 of 128 2/9/2012 Section IV — Technical Specifications manufactured by W.R. Meadows Sealtite or approved equal. Interior of built up manholes which have sewers entering with a free drop or which receive dischazge from a force main shall have the inside plastered with U2-inch of grout and coated as precast manholes below. The exterior and interior of a11 precast manholes shall be coated with at least 15 nuls dry thickness of 'I�ype II Asphalt emulsion, moisture and damp proof (Specification ASTM D 1227 Type II Class n as manufactured by W.R. Meadows Sealtite. 13.6 CONNECTIONS TO MANHOLES Connections to existing sanitary manholes using approved PVC sewer main sha11 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 sha11 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. Backf'ill 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 ta.mping or other suitable means. Backfill under a11 types of paving sha11 be compacted in layers not to exceed 12" in thickness unless alternate method is approved by the Engineer. Backfill shall be a minimum of 98°Io 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°Io 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 Structures sha11 be raised or lowered as indicated on the plans or as indicated by the Engineer. 16.1 BASIS OF PAYMENT Payment, unless covered by a bid item, shall be included in the cost of the work. SectionN.doc Page 14 of 128 2/9/2012 � � � � f � � � ' � ' r � ' � � , Section N — Technical Specifications 17 UNSUITABLE MATERIAL REMOVAL 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 sha11 dispose of said material off- site at his expense. The limits of the excavation shall be determined in the field by the Engineer. 17.1 BASIS OF MEASUREMENT The basis of ineasurement sha11 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. 17.2 BASIS OF PAYMENT The unit price for the removal of unsuitable material shall 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 T'he Contractor shall construct sub-surface drai.nage 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 confortnance with ASTM F-758 "Standard Specification For Smooth Wa11 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 Specif'ications D1784, minimum cell classification of 12454B or 12454C, manufactured per ASTM F949-93a, minimum pipe stiffiless 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" (Mirafi 140-N or approved equal) per the construction detail drawings. 18.1 BASIS OF MEASUREMENT , Measurement shall be the number of lineal feet of 8" Sub-drain in place and accepted. � SectionN.doc t Page 15 of 128 2/9/2012 Section N — Technical Specifications 18.2 BASIS OF PAYMENT Payment shall be based upon the unit price per lineal foot for underdrain as measured above, which shall be full compensation for a11 work described in this section of the specif'ications and shall include a11 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 spec�ed 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 Mir� 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 found 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 shall 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 nearest downstream manhole along the centerline of the sewer along with the elevations of the north edge of manhole cover, inverts of all pipe in structures, and the flow line of inlets. (Gutter) 19.2 TESTING The Contractor sha11 take a11 precautions to secure a perfectly watertight sewer under all conditions. At the discretion of the City Engineer or his designee, the watertighmess of a sewer which has a crown lying below groundwater level may be tested by measuring the infiltration. The watertighmess 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 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 trench made joints may be backf'�lled until after they have been tested and found to be acceptable. Care shall be taken to avoid flotation. The above tests shall be performed at the discretion of the Engineer on any or all sections of the line. SectionN.doc Page 16 of 128 2/9/2012 � f ' ' , Section N — Technical Specifications 19.3 BASIS OF PAYMENT Payment sha11 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 1 ' � , � � � 20.1 MATERIALS 20.1.1 GRAVITY SEWER PIPE GRAVITY SEWER PIPE SHALL BE POLYVINYL CHLORIDE OR DUCTII.E IRON. Polyvinyl chloride pipe and fittings shall conform with ASTM specif'ication 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 marked with the above ASTM designation. The bell end of joints and fittings shall have a rubber sealing ring to provide a tight flexible seal in conformance with ASTM D 3212 76. The laying length of pipe joints sha11 be a maximum of 20-feet. Unless otherwise noted in these specif'ications 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 sha11 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, insofar 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 sha11 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 sha11 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 iJNI B 5. � The bottom trench width in an unsupported trench sha11 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 sha11 be � SectionN.doc Page 17 of 128 2/9/2012 r S�tion N — Technical Specifications 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 allow 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 insuff'icient 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 sha11 use an approved water stop around pipe joint entry. T'he laterals shown on the plans do not necessarily reflect exact locations. The contractor is required to locate all existing laterals for reconnection and to coordinate with the construction inspector the location of all new laterals. 20.2.2 FORCE MAIN PIPE 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 inf'iltration. The water tightness 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 exf'�ltration 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 exiiltration 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. Care sha11 be taken to avoid flotation. The Contractor sha11 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. SectionN.doc Page 18 of 128 2/9/2012 , ' � � , r ' Secrion N — Technical Specifications The above tests shall be performed at the discretion of the Engineer on any or a11 sections of the line. 20.4.2 TESTING OF FORCE MAINS Force mains sha11 be tested under a hydrostatic pressure of 150 P.S.I. for two (2) hours, as described in Section 41.04 of these Technical5pecif'ications 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 sha11 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 sha11 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 sha11 include all labor, equipment and materials necessary to complete fthe installation. This shall include clearing and grubbing, excavation, shoring and dewatering, backf'ill 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 Specif'ications 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. T'he 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 sha11 also have an independent testing laboratory perform a11 required density testing. Where unsuitable material is found within the limits of the base, Section IV, Article 17 (Unsuitable Material Removal) of the city's Contract ' � ' 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 Specif'ications (latest edition). Repairs SectionIV.doc Page 19 of 128 2/9/2012 Section N — Technical Specifications required to the base that result from a failure to place the prime in a timely manner sha11 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 prune 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. � Kj SHELL BA5E: Shell base shall be constructed in accordance with Sections 200 and 913 of FDOT's Standard Specifications (latest edition), and sha11 have a minimum compacted thickness as shown on the plans. The shell sha11 be FDOT approved. The cost of the prune coat shall be included in the bid item price for base. LIlVIEROCK BASE: Limerock base sha11 be constructed in accordance with Sections 200 and 911 of FDOT's Standard Specif'ications (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. CRUSHED CONCRETE BASE: Crushed concrete base sha11 be constructed in accordance with Sections 204 and 901 of FDOT's Standazd Specifications (latest edition), and shall have a minunum compacted thickness as shown on the plans. The crushed concrete material sha11 be FDOT approved. The Contractor sha11 provide certified laboratory tests on gradation to confnm that the crushed concrete base material conforms to the above specif'ications. 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. 50IL 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 (ARMI) sha11 be included in the pavement design per Section 341 of FDOT's Standard Specifications (latest edition) to minimi�e 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 sha11 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 suff'icient to jeopardize material interests (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. SectionN.doc Page 20 of 128 2/9/2012 � �, , � ' � � ' � ' � Section N — Technical Specifications 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 sha11 be included in the bid item price for asphalt or base. 6. REWORKED 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 Standazd Specifications. 22.1.1 BASIS OF MEASUREIVIENT FOR BASE AND REWORKED BASE The basis of ineasurement sha11 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 (U2"). 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 BASIS OF PAYMENT FOR BASE AND REWORKED BASE � The unit price for base shall include: a11 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. � � , � L J� � � ' 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 sha11 also meet the requirements of Section 911 of FDOT's Standard Speci�cations (latest edition). Where unsuitable material is found within the lunits 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, filling, and removing any trees or vegetation in the roadbed below the subgrade to prepare 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. 22.2.1 BASIS OF MEASUREMENT The basis of ineasurement sha11 be the number of square yards of stabilized subgrade in place and accepted as called for on the plans. The maximum allowable deficiency for mixing depth SectionIV.doc Page 21 of 128 2/9/2012 Section N — Technical Specifications 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 beari.ng values shall either be corrected by the Contractor to wit,hin 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 azeas 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 Marshall 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 2000 Standard Specifications. 23.1.2 BITUMINOUS MATERIALS All bituminous materials shall conform to Section 916 of FDOT's 2000 Standard Specifications. 23.2 HOT BITUMINOUS MIXTURES - PLANT, METHODS, EQUIPMENT & QUALITY ASSURANCE The plant and methods of operation used to prepare all asphaltic concrete and bituminous materials shall conform to the requirements of Section 320 of FDOT's Standard Specif'ications (latest edition). Unless otherwise noted, a11 acceptance procedures and qualiry controUassurance procedures shall conform to the requirements of Section 330 of FDOT's 2000 Standard Specif'ications. 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 a11 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 deterniine density and thickness. The results of such tests and analyses sha11 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 removal, correction, reconstruction, or repair of any such work shall be borne solely by the Contractor. PaXment reductions for asphalt related items shall be deternuned bv the followine: SectionN.doc Page 22 of 128 2/9/2012 � !� 1,' � r ' � � � �J ' �_� ' � ' , �i � Section IV — Technical Specifications 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 2000 Standard Specif'ications. 3. Thickness will be determined from core borings. Deficiencies of 1/a" 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 Standard Specifications 2000 edition. In addition, for excesses of 1/a" or greater, the Engineer will determine if the excess area 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 sha11 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 2nd 1 st 2nd 1 st 2� 1 st 2nd 1 st 2nd 1 1 1 11/z 11/z 2 11/a 3/a * 1 1 21/2 11/a 11/a 11/z 1 llh 1 3 llh llh 2 1 2 1 * At the Engineer's discretion, 2" of S-III is acceptable for use on residential streets Additional Notes: 1. Type S—III shall be limited to the final (top) structural layer (one layer only). SectionIV.doc Page 23 of 128 2/9/2012 , Section N — Technical Specifications . 2. All asphalt pavement designs shall conform to the requirements of Sections 331 and 337 of FDOT's 2000 Standard Specifications. 3. All pavement designs shall include a 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 Standard Speciiications shall be used as final riding surface on streets with the speed limit of less than 35 mph, streets with an average daily traff'ic (ADT) of less than 3000, and all residential streets. 6. An FC-3 friction course per Section 337 of FDOT's 2000 Standard Specif'ications sha11 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, correction of unacceptable pavement, etc.) shall be in accordance with Section 330 of FDOT's 2000 Standard Specifications. 23.6 CRACKS AND POTHOLE PREPARATION 23.6.1 CRACKS 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 biluminous binder and fine aggregate, as appropriate to the depth of the crack until the void of the crack is completely filled 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 sha11 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 interior surface of the pothole. 3. The pothole is to be completely filled with asphaltic concrete, and thoroughly compacted. 4. Payment for pothole preparation sha11 be included in the unit price for asphaltic concrete. SectionN.doc Page 24 of 128 2/9/2012 ' � � Section N — Technical Specifications 23.7 ADJUSTMENT OF MANHOLES The necessary adjustments of sanitary sewer and storm drain manholes and appurtenances sha11 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 sha11 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 sha11 have a rust resistant finish. 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 sha11 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 are 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 are not used, the adjustment of manholes sha11 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 ta.ken 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 prior 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 a11 regulatory requirements. 4. The Contractor shall pay particular attention to sweeping when paving. Prior to paving, all construction areas sha11 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 ' SectionN.doc Page 25 of 128 2/9/2012 ' �� Section N — Technical Specifications Contractor shall sweep debris off of sidewalks, driveways, curbs and roadways each day before leaving the job site. 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 sha11 also be applied to the face of all curbs and driveways. The cost (including heating, hauling and applying) shall be included in the per ton bid item for asphalt, unless otherwise noted in the project scope and plans. Leveling course and spot patching sha11 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 Standard Specifications. The cost shall be included in the per ton unit cost for asphalt, unless otherwise noted in the project scope and plans. 7. If an asphalt rubber binder is required, it shall conform to the requirements of Section 336 of FDOT's 2000 Standard Specifications. 8. On all streets with curb and gutter, the final compacted asphalt shall be '/a" above the lip or face of said curb per City Index 101. 23.9 1. I� SUPERPAVE ASPHALTIC CONCRETE Unless otherwise noted in this section, all of the asphaltic concrete specif'ications in Sections 23.1 through 23.8 above sha11 apply to superpave asphaltic concrete. All asphaltic concrete pavement sha11 be designed and placed in accordance with the FDOT Standard Specif'ications for Road and Bridge Construction (latest edition). All aggregate sha11 be obtained from an approved FDOT source and sha11 conform to Sections 901 and 902 of FDOT's Standard Specif'ications (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 sha11 conform to Sections 320 and 334 of FDOT's 5tandard Specif'ications (latest edition). 5. All general construction requirements shall conform to Section 330 of FDOT's Standard Specifications (latest edition). 23.10 BASIS 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 a11 asphaltic concrete used. 23.11 BASIS OF PAYMENT Payment sha11 be made at the contract unit price for asphaltic concrete surface as specified and measured above. This price sha11 include a11 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. SectionlV.doc Page 26 of 128 2/9/2012 ' �_� C� 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: l. 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 sha11 be used for the adjustment of unit prices. This report is available on FDOT's internet site. The address is: http://wwwll.myflorida.com. It is under the section "Doing Business , with FDOT" in the "Contracts Administration" section under "Asphalt Index". For additional information, ca11 FDOT @ 850-414-4000. ' � i ' 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 GENERAL PLANTING SPECIFICATIONS f� C L_� � � 25.1 IRRIGATION 25.1.1 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 all 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 turf/landscape areas except at roadlpaving crossings. All piping under paving shall be sleeved. Changes in the urigation system layout shall be modified with the approval of the Engineer. ' 25.1.1.1 QUALITY ASSURANCE A. 'The irrigation work shall be installed by qualified personnel or a qualif'ied irrigation , subcontracting company that has experience in irrigation systems of similar size, scope, mainline, system pressure, controls, etc. ' SectionN.doc 1 Page 27 of 128 2/9/2012 : C. Section IV — Technical Specifications All applicable ANSI, ASTM, FED.SPEC. Standards and Specif'ications, and a11 applicable building codes and other public agencies having jurisdiction upon the work sha11 apply. Workmanship: All work sha11 be installed in a neat, orderly and responsible manner with the recognized standards of workmanship. T'he Engineer reserves the right to reject material or work which does not conform to the contract documents. Rejected work shall be removed or corrected at the earliest possible time at the contractor's expense. D. Operation and Maintenance Manuals: The contractor sha11 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 (minimum) for automatic control valve operation and maintenance. 25.1.1.2 PROJECT CONDITIONS A. The Irrigation Contractor shall coordinate the work with all other trades, all underground improvements, the location and planting of trees and all other planting. Verify planting requiring excavation 24 in. diameter and larger with the Engineer prior to installation of main lines. B. Provide 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 Itrigation Contractor sha11 submit a traffic control plan (per FDOT specif'ications) to the Engineer prior to initiating construction on the site. The Contractor sha11 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 SectionN.doc Page 28 of 128 2/9/2012 ' t __l ' ' CI! , LJ ' , ' ' ' ' � ' , Section N — Technical Specifications of Clearwater. Should any problems develop withi.n the warranty period due to inferior 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 sha11 be as stated herein and shall 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, bushi.ngs, swing joints, connecting equipment to the mainline is required to be threaded Polyvinyl Chloride (PVC) Pipe, Schedule 80. 25.1.2.3 PIPE FIITINGS 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 sha11 be of contrasting color and be easily recognizable against PVC pipe. 25.1.2.5 THREADED CONNECTIONS A. Threaded PVC connections shall be made using Teflon tape 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: l. 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 ' SectionN.doc , Page 29 of 128 2/9/2012 Section N — T�hnical Specifications 5. Safe-T-Sheaz True Union Ball Va1ve 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: 1. AWWA-C-509 2. 2001b. O.W.G 3. Cast Iron body - ASTM A 126 Class B 4. Deep socket joints 5. Rising stem 6. Bolted bonnet 7. Double disc 8. Equipped with 2" square operating key with tee handle B. Provide two (2) operating keys for gate valve 3" and larger. The "street key" sha11 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-gressure across-the diaphragm type capable of having a flow rate of 25-30 gallons per minute (GPM) with a pressure loss not to exceed 6.1 pounds per square inch (PSn. 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 chemicaUUV resistant materials. The valve's one-piece diaphragm shall 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 internal 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 control drip valve assembly and UNIK control timer use a Brooks #36 concrete value box with #36-T cast iron traffic bearing cover, or approved equal. B. For flush valve assembly use an Ametek #181014 (10") circular valve box with #181015 cover comparable to Brooks, or approved equal. SectionN.doc Page 30 of 128 2/9/2012 � ' , ' , ' LJ � , , � Section N — Technical Specifications C. For air relief assembly use an Ametek #182001(6") economy turf box cover comparable to Brooks, or approved equal. 25.1.2.10 DRIP IRRIGATION 25.1.2.10.1 CONSTRUCTION Wl�l $�1g2��2 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 shall 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 welded to the inside wa11 of the tubing as an integral part of the tubing assembly. These drippers sha11 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 inlet pressure of seven to seventy (7-70) pounds per square inch (PSI), at a constant flow and with a manufacturer's coeff'icient of variability (Cv) of 0.03. Recommended operating pressure shall be between 15-45 PSI. The dripper discharge rate shall be 0.4, 0.6, or 0.9 gallons per hour (GPI� 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 sha11 be available in 12", 18" and 24" spacing between drippers unless otherwise specified. Techline pipe depth sha11 be under mulch unless otherwise specif'ied on Plans. Maximum system pressure sha11 be 45 PSC. Filtration shall 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'-5' on center, and two staples installed at every change of direction. I 25.1.2.10.3 LINE FLUSHING VALVES A. The sub-surface system shall utilize Automatic Line Flush Valves at the end of each , independent zone area. This valve shall be capable of flushing one gallon at the beginning of each irrigation cycle. The valves sha11 match the dripline manufacturer and connect ' � ' , ' 1 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 high paint(s). The air and vacuum relief valve sha11 seal effectively from 2 to 110 psi. 25.1.2.10.5 PRESSURE REGULATORS A. The pressure regulator sha11 be designed to handle steady inlet pressures over 150 pounds per square inch (psi) and maintain a constant outlet pressures of 25 psi. Regulating accuracy shall be within =/-6%. The pressure regulator sha11 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 the water passage. SectionN.doc Page 31 of 128 2/9/2012 Section N — Technical Specifications 25.1.2.10.6 FILTERS A. The filter sha11 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 FIITINGS A. All connections sha11 be made with barb or compression type fitting connections. Fittings and dripline sha11 be as manufactured by the manufacturer of the dripline to ensure the integrity of the subsurface irrigation system. 25.1.2.11 AUTOMATIC CONTROL TIMER A. The urigation controller (control module) sha11 be programmable 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 shall 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 communication from the transmitter sha11 function if submerged in water. B. The control module sha11 be housed in an ABS plastic cabinet and sha11 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 alkaline battery for one full year regardless of the number of stations utilized. The controller sha11 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 installed on the valves. Manual operations shall be initiated by attaching the Field Transmitter to the Control Module and progra,mming a manual start. The controller shall be capable of manual single station or manual program operation. E. The controller shall be as manufactured by Rain Bird Sprinkler Mfg. Corp., Glendora, California USA. 25.1.2.12 FIELD TRANSMIITER A. The irrigation controller sha11 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 UNIK Control Modules. SectionN.doc , Page 32 of 128 2/9/2012 � ' LJ lJ ' ' , ' Section N — Technical Specifications D. The Field Transmitter shall be as manufactured by Rain Bird Sprinkler Mfg. Corp., Glendora, California USA. 25.1.2.13 LATCHING SOLENOID A. The Latching Solenoid shall be supplied with an installed, filtered adapter allowing installation of the solenoid onto any Rain Bird DV, PGA, PEB, PES-B, GB, of EFB series valve. B. The Latching Solenoid shall be as manufactured by Rain Bird Sprinkler Mfg. Corp., Glendora, California USA. 25.1.3 EXECUTION 25.1.3.1 GENERAL INSTALLATION REQUIREMENTS 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, a11 satisfactory to the Engineer. This superintendent shall not be changed, except with the consent of the Engineer. The superintendent sha11 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 indicated 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 Specif'ications, and specific interpretation or clarif�ication 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 other underground utilities. Contractor shall employ a11 data contained in the contract Documents and sha11 verify this information at the construction site to conf'um the manner by which it relates to the installation. H. Do not proceed with the installation of the sprinkler system when it is appazent that obstructions or grade differences exist or if conflicts in construction details, legend, or specific notes are discovered. All such obstructions, conflicts, or discrepancies shall be brought to the attention of the Engineer. I. The disturbance of existing paving will not be permitted. Install all required sleeving prior to roadway base. ' SectionN.doc ' Page 33 of 128 2/9/2012 25.1.3.2 25.1.3.2.1 Section N — Technical Specifications EXCAVATING AND BACKFILLING 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 minunum clearance between sprinkler lines and between all 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 which cross at angles of 45 degreesto 90 degrees. E. Exercise care when excavating, trenching and working near existing utilities. 25.1.3.2.2 BACKFILLING A. All pressure supply lines (mainline) shall have 18" of fill placed over the pipe. B. Initial bacl�'ill on all lines shall be of a fine granular material with no foreign matter larger than 1/a in. C. Compact backf'ill according to Section 125 of FDOT Specif'ication 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 maxunum density per AASHTO T 180 - latest edition. Under landscaped area, compaction sha11 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 sha11 have a face area of not more than 100 square inches. Special precautions sha11 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 routing of lines. 1. Planting locations shall 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. SectionN.doc Page 34 of 128 2/9/2012 , ' � Section N — 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. Provide each assembly with its own outlet. When used, the pressure relief valve shall be the last assembly. C. Install all assemblies in accord with the respective detail Drawings and these Technical Special Provisions. D. Plastic pipe and threaded fittings shall be assembled using Teflon tape, applied to the male threads only. ' 25.1.3.3.3 SLEEVES: (EXISTING BY CITY OF CLEARWATER) � ' � ' � C � � ' A. The contractor shall verify the location of a11 existing sleeves as shown on the roadway, utility and/or irrigation plans and notify the Engineer of any discrepancies. 25.1.3.3.4 PLASTIC PIPE A. Install plastic pipe in accord with manufacturer's recommendations. B. Prepare a11 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 R, 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 control 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 35 of 128 2/9/2012 ' Section N — Technical Specifications 2. Secure permission from the Engineer before cutting or breaking any existing pavement. All repairs and replacements sha11 be approved by Engineer and sha11 be accomplished at no additional cost. 25.1.3.3.5 CONTROLLERS A. Install a11 automatic controllers as shown in the plans. l. The location of all controllers sha11 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. mini�um 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 sha11 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 suff'icient clearance 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 Installation 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 having jurisdiction, sha11 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 SectionN.doc Page 36 of 128 2/9/2012 � � ' � � � Section N — Technical Specifications incidental to executing and completing all landscape work shown on the Plans, Schedules, Notes and as spec�ed herein. B. Furnish and provide all labor, plants and materials tools and equipment necessary to prepare the soil for plantings, to install and care for all plant materials (including finish grading if necessary); to remove and/or transplant existing plants if indicated; to furnish, plant, fertilize, guy and brace, water, mulch and prune all new plant materials; and to execute all other Work as described herein or indicated on the Plans. C. Work under this Section shall include labor and materials for fmal grading and raking to prepare the site for sodding, sprigging, or seeding, so finished lawn or playing field will appeaz 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 sha11 in turn subcontract no more than 40°Io 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 sha11 conform to the highest 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 Speciiications exists, the Plan shall predominate and be considered the controlling document. � D. During this work, the Contractor shall be responsible for maintaini.ng safety among persons in his employ in accordance with the standards set by The Occupational Safety and Health Act of 1970 (and a11 subsequent amendments). Owner and Landscape � Architect sha11 be held harmless from any accident, injury or any other incident resulting from compliance or non-compliance with these standards. ' � � E. The Contractor shall cooperate with and coordinate with a11 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 sha11 carefully examine the site and all existing conditions affecting the work, such as: soil, obstructions, existing trees, utilities, etc. Report any conditions in conflict with the work to the Landscape Architect. 25.2.1.5 SUBMIITALS 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 37 of 128 2/9/2012 � Section N — Technical Specifications 25.2.1.6 ALTERNATES, ADDITIONS, DELEiIONS, 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 FI7:: The over-a11 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.: Clear trunk is measured from the ground to the bottom of the first leaf or frond stem with no foliage from ground to specif'ied height. For example, on Canary Island Date Palms 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. SPR.: ST. TR.: MIN.: GAL.. O. C.. DIA.: LVS.: Spread, branches measured in natural untied position to the average crown diameter, not including extreme leaves, branches or fronds. Straight trunk. Minimum. Gallon container size, i.e., 1 gallon, 3 gallon, 7 gallon, etc. On center, distance between plant centers. Diameter. Leaves. SectionN.doc Page 38 of 128 2/9/2012 ' D.B.H.: � � CAL.. � B&B: ' PPP: � ' , � Section N — Technical Specifications Diameter or caliper of main trunk of tree as measured at breast height at 4-1/2 feet above grade. 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.. Standard, single, straight trunk. Owner: 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 fum is the responsible representative of the Owner who produces the landscape Plans and Specifications. . � 25.2.1.8 � � � � 25.2.1.8.1 PRODUCT DELIVERY, STORAGE, AND HANDLING PLANT MATERIALS A. Provide 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 a11 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 sha11 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 sha11 be moved with firm, natural, balls of soil, not less than 1 foot diameter of ba11 to every 1 inch caliper of txunk; root ba11 depth shall not be less than 2/3 of root ba11 diameter. B& B plants which cannot be planted upon delivery shall have their root balls covered with moist soil or mulch. � SectionN.doc � Page 39 of 128 2/9/2012 Section N — Technical Specifications D. Trees sha11 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 sha11 be removed from trunk unless otherwise specif'ied. 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 va.riety 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 sha11 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. Determine locations of all underground utilities and review for conflicts with planting procedures. D. When adverse conditions to plant growth are encountered, such as rubble fill, drainage conditions or 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 repa,iruig 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 shall prepare a construction schedule and furnish a copy SectionN.doc Page 40 of 128 2/9/2012 ' � 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, a11 said costs shall be borne by the Contractor at no additional cost to the Owner. [I � � C. The Owner's Representative's may request in writing work stoppage. Upon written request from the Owner's Representative, the I.andscape 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 25.2.2.1.1 MATERIALS PLANT MATERIALS: NOMENCLATURE A. Plant species, sizes, etc. shall be per Plans and Specifications on Plant Material Scheduled. Nomenclature is per Manual of Cultivated Plant, Standard Encyclopedia of Horticulture, L.H. Bailey, or Standazdized 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 sha11 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 (centralleader), unless otherwise stated. Trees that have the main trunk forining a"Y" shape or parallel branching are not acceptable. � C. Plant materials shall be specified and shall be Florida #1 or better as to shape and quality for the species as outlined in Grades and Standazds for Nursery Plants Part I and II, Florida Department of Agriculture and Consumer Services (latest edition). � '� � � D. The Owner or Landscape Architect reserves the right to inspect plant materials either at the place of growth or at the project site prior to planting for compliance with requirements for name variety, size quality, or designated area. SectionIV.doc Page 41 of 128 2/9/2012 Section N — Technical Specifications E. Landscape materials shall be shipped with cert�cates of inspection as required by governmental authorities. The Contractor shall comply with a11 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 pnuung for specif'ied sizes. All trees and shrubs shall conform to measurements specif'ied 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 sha11 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. Ba11ed and burlapped plants shall have firm, natural ba11s of earth of suff'icient 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 ba11s and tree trunks sha11 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 spec�ed 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 yeazs. 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 specif'ied) sha11 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 sha11 be delivered to the site in unopened bags with certification tags in place. Purity, germination and weed content shall be as certification requirements. 25.2.2.1.4 MULCH A. Mulch shall be 100% Grade "B" shredded cypress bark mulch, thoroughly mixed 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 42 of 128 2/9/2012 [� � , r ' �_� � � � � � Section N — Technical Specifications 25.2.2.1.5 FERTILIZER A. Granular fertilizer sha11 be uniform in composition; free flowing and suitable for application with approved equipment; received at the site in full, labeled, unopened bags bearing the name, trade name or trademark and warranty of the producer; fully conforming to State of Florida fertilizer laws. B. All fertilizer shall bear the manufacturer's statement of analysis and sha11 contain the appropriate minimum amounts of elements for the type of use specif'ied herein. C. Agriform 20-10-5 fertilizer tablets or approved equal, shall be placed in planting pit for a11 plant materials at time of installation and prior to completion of pit backfilling. D. Ground cover and annual areas 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 shall be commercial grade, mixed granules, with 30°Io - 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 1/a the nitrogen level. They shall also contain magnesium and micronutrients (i.e. manganese, iron, zinc, copper, etc.). 25.2.2.1.6 STAKES AND GUYS A. For trees, approved plastic or rubber guys sha11 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 minunum of 2 stakes per tree or an optional3 stakes per tree sha11 be used. C. For single trunk palms, stakes shall 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/a" steel bands sha11 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 backf'ill. 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 sha11 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 � SectionN.doc ' Page 43 of 128 2/9/2012 Section N — Technical Specifications a hindrance to grading, planting, and maintenance procedures and operations. No heavily organic soil, such as muck or peat sha11 be used as fill dirt. D. Bed preparation for annual beds under 1 gallon contai.ner size sha11 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 intb native soil. 25.2.2.1.8 SOIL AMENDMENTS � � � A. Terra-Sorb AG or approved equal, soil amendment sha11 be mixed with native or planting ■ soil for all trees, shrubs, ground cover, and annuals according to manufacturer's recommended application rates and methods, if specif'ied 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- lh feet above grade. 25.2.2.1.10 ROOT BARRIER SYSTEM A. Root barrier fabric shall be installed when specified in the plans andlor 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 25.2.3.1 25.2.3.1.1 EXECUTION PREPARATION OBSTRUCTIONS BELOW GROUND � � � � � A. It shall be the responsibility of the Contractor to locate and mark all underground utilities, , irrigation lines and wiring prior to commencement of the work. B. If underground construction, utilities or other obstructions are encountered in excavation � of planting areas or pits, the Landscape Architect shall be immediately notified to select a relocated position for any materials necessary. 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 � SectionN.doc Page 44 of 128 2/9/2012 � ' � � ' � , , ' � � ' , � � Section N — Technical Specifications adjacent to water bodies sha11 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 corrections or repairs to the finish grades sha11 be accomplished by the Contractor. All planting areas shall be carefully graded and raked to smooth, even finish grade, free from depressions, lumps, 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 shall remove debris (sticks, stones, rubbish) over 1- ih inches in any dimension form individual tree, shrub and hedge pits and dispose of the excavated material off the site. 25.2.3.1.3 PREPARATION FOR ANNUAL BED PLANTING A. Prepaze 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 axnendment 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 sha11 be treated with Monsanto's "Round-Up" per manufacturer's specifications. All proposed sod areas adjacent to water bodies sha11 be treated with "Rodeo" per the Manufacturer's Specif'ications. 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 iuush 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 45 of 128 � 2/9/2012 Section N — Technical Specifications E. Moisten prepared seed and sod areas before planting if soil is dry. Water thoroughly and a11ow surface moisture to dry before planting lawns. Do not create a muddy soil condition. 25.2.3.2 25.2.3.2.1 INSTALLATION 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 natural compaction. B. Exact location and configuration of berms may require modification to a11ow proper drainage; such changes will be coordinated with the Landscape Architect. C. ff 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 sha11 be used in berm construction. 25.2.3.2.2 LAYOUT OF PLANT MATERIALS A. Unless otherwise stipulated, plant materials shall be approxunately 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 sha11 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 foundation wall for all plant sizes. D. Any necessary "minor" adjustments in the layout of planting sha11 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 sha11 be planted in pits having vertical sides and being circular 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 backf'illing. 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 46 of 128 2/9/2012 ' Section N — Technical Specifications 1 gallon 1- 21 gram tablet i3 gallon 2- 21 gram tablet 5 gallon 3- 21 gram tablet 7 gallon 4- 21 gram tablet tTrees 3 tablets each 1/z" (12 millimeters) caliper Palms 7- 21 gram tablets i l__I ' ' D. Native soil sha11 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 sha11 be left under the base of the root ba11 to prevent voids. Bacl�'�ll tilled and loosened native soil around the sides of the root ba11. 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 sha11 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 ba11. Thoroughly water-in before bringing the bacl�'ill up to the proper grade. , � r � l_� 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 parallel 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 sha11 be placed into a prepared 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 triangulaz 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°Io 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 all the paving and shrub areas. Cut down soil level to 1 inch to 1-1/2 inches below top of walks prior to laying sod. D. Within 2 hours after installing sod and prior to rolling, irrigate the sod. Sufficient 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 subgrade. SectionIV.doc Page 47 of 128 2/9/2012 � Section IV — Technical Specifications E. The sod shall be pressed firmly into conta.ct 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 sha11 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 sha11 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 sha11 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 optional3 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 S layers of burlap and 5- 2 inch x 4 inch x 16 inch wood connected with two 3/a inch steel bands. Palms shall be staked with a minimum of 5 feet of stake above grade. C. Contractor shall remove a11 tree guying, staking, and bracing from trees six (6) months after the date of fmal acceptance of the landscape work. D. Stake only trees that require support to maintain a plumb position or are in potentially hazardous areas. 25.2.3.2.7 MULCHING A. All planting beds shall be weed-free prior to mulching. B. All curb, roadway, and bed line edges will be "trenched" to help contain the applied mulch. C. All plant beds and tree rings shall be mulched evenly with a 3 inch layer (before compaction) of 100°Io 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 48 of 128 2/9/2012 ' �� ' � Section N — Technical Specifications 25.2.3.2.8 PRUNIN(a A. Pruning sha11 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 clear 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 sha11 promptly remove any materials and equipment used on the job, keeping the area neat at all times. Upon completion of all planting, dispose of all excess soil and debris leaving pavements and work areas in safe and orderly condition. , , C. The clean-up of the site shall include the removal and proper disposal of the tree guying, staking, and bracing materials as described in specif'ications. 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. , ' B. The Contractor shall protect the Owner's and adjacent property from damage. C. the Contractor sha11 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 specif'ied. ' 25.2.3.2.11 REPAIR OF DAMAGES � � � � , , E. The Contractor sha11 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 sha11 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 49 of 128 2/9/2012 Section N — Technical Specifications the Contract. Mowing shall be consistent with the recommended height per the University of Florida Cooperative Extension Service. 2. Within the warranty period, the Contractor shall notify the Owner of any maintenance practices being followed or omitted which would be detrimental to the healthy, vigarous growth of the landscape. 3. The Contractor shall be responsible for the fmal 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 notif'ications, 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 Specifications. 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 a11 costs in connection with discharging such claim. 2. Where the Specifications call for any stipulated item or an"approved equivalent", or in words to that effect, the Contractor shall indicate the price of the type and species specif'ied in the proposal, giving the price to be added or deducted from his Contract price. The fmal 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-specif'ied plant materials. No SectionN.doc Page 50 of 128 2/9/2012 u � ' ' , Section N — Technical Specifications additional compensation will be made to the Contractor for plants installed that exceed specifications. 25.2.3.5 WARRANTY A. The Contractor shall warranty all palms and trees furnished under this contract for a period of one (1) year 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 quality or improper materials or workmanship, the Contractor upon notice, sha11 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. ' 26 HDPE DEFORMED - REFORMED PIPE LINING ' u � � , ' � � � LJ ' � r 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 ttus 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 full and complete authority to approve the satisfactory nature of the both the liner system and the installer. 26.3 MATERIALS Pipe sha11 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 PropertY ASTM Method Va1ue �-IDPE Tensile Strength D 638 3,300 psi Elasticity Modulus E=113,000 psi SectionIV.doc Page 51 of 128 2/9/2012 Section N — 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 sha11 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 sha11 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. T'he criteria for li�er design sha11 be HS-20 tr�c loading, water table to the ground surface, muumum 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 mus� be approved by the Engineer as an equal system prior to receiving bids. Request for contractor prequalif'ication and/or equal liner system approval must be received by the Engineer no later tl�an 14 days prior to the date for receiving bids. 26.4 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 minunum disruptions to local traff'ic, residents and particularly to commercial facilities. During the cleaning and preparation operations all necessary precautions shall be taken to protect the public, a11 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 sys�em 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, all pipe sections sha11 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 shall be designed for the purpose and suitably lighted to provide a clear picture of the entire periphery of the pipe. SectionIV.doc Page 52 of 128 2/9/2012 � � ' � ' i ' � ' ' ' � ' ' � ' � Section N — Technical Specifications 26.6 LINER INSTALLATION Liner shall 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 approved by the liner manufacturer including liner placement, reforming to fit existing pipe, pressure and heat requirements and reconnection of laterals. The Contractor shall immediately notify the Engineer of any construction delays taking place during the insertion operation. Contractor sha11 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 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 particular, confined spaces are to be met. 26.7 LATERAL RECONNECTION Sanitary laterals sha11 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 100% 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 are observed to leak shall be resealed by the Contractor. All laterals discovered during the lining process are 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 a11 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. 26.8 TIME OF CONSTRUCTION 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 sha11 be responsible for cleanup, repair and property damage costs and claims. 26.9 PAYM ENT 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 sha11 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 specif'ications for paving the street with the 1 exception that the base shall be su{ (6) inches. Use Section 23 G Asphaltic Concrete as specif'ied for the street paving. � SectionN.doc � Page 53 of 128 2/9/2012 Section N — Technical Specifications When finished surface of existing drive is gravel, replacement sha11 be of like material. Payment shall be the same as Plant Muc Driveways. 27.1 BASIS OF MEASUREMENT Measurement shall be the number of square yard of Plant Mix Driveways in place and accepted. 27.2 BASIS OF PAYMENT Payment shall be the unit price per square yard for Plant Mix Driveways as measured above, which price shall be full 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, a11 concrete curbs sha11 have fiber mesh reinforcement and have a minimum strength of 3000 p.s.i. at 28 days. Expansion joints sha11 be placed at intervals not to exceed 100 feet, and scored joints shall be placed at intervals not to exceed 10 feet. In addition, a11 the requirements of City Articles 6, 7, and 8 sha11 also apply. The Contractor shall notify the Project Inspector a m.inimum of 24 hours in advance of the placement of all concrete curbs. 29.1 BASIS OF MEASUREAAENT The basis of ineasurement shall be lineal feet of curb in place and accepted. 29.2 BASIS OF PAYMENT Payment sha11 be the unit price per lineal foot of curb, which price sha11 be full compensation for a11 work described in this and other applicable parts of the specif'ications and shall include all materials, equipment, tools, labor and incidentals necessary to complete the work. 30 30.1 CONCRETE SIDEWALKS AND DRIVEWAYS CONCRETE SIDEWALKS Concrete sidewalks shall be constructed to the line, grade and dimensions as shown on the plans or herein specif'ied. Unless otherwise noted, all concrete sidewalks sha11 have iiber mesh �reinforcement and have a minimum strength of 3000 p.s.i. at 28 days. Unless otherwise specified, a11 concrete sidewalks sha11 have a minimum width of four feet (4'). Concrete sidewalks sha11 have a minimum thickness of four inches (4"), except at driveway crossings where a minimum thickness of six inches (6") is required. Also, 616 X 10/10 welded wire mesh reinforcement is required for a11 sidewalk that crosses driveways. The welded wire mesh sha11 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 54 of 128 2/9/2012 O Section N — Technical Specifications more than 100 hundred feet, and scoring marks shall be made every 5 feet. Concrete sha11 be � poured only on compacted subgrade. In addition, all the requirements of City Articles 6, 7, and 8 sha11 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 minunum horizontal distance between expansion joints of no less than four (4) feet measured in any direction. T'he 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 sha11 be poured only on compacted subgrade. In addition, all the requirements of City Articles 6, 7, and 8 sha11 also apply. ' , i , � � ' � ' � ' � ' 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 sha11 be the unit price per square foot for each item as measured above, which price shall be full compensation for a11 work described in this section and other 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 Specif'ications (latest edition). The area for sod application shall be loosened and excavated to a suitable depth and fuushed to a grade compatible with existing grass and structures. Sod sha11 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 sha11 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 sha11 be thoroughly watered immediately after placement. The Contractor shall continue to water sod as needed andlor directed by the Engineer as indicated by sun exposure, soil, heat and rain conditions, to establish and assure growth, until ternunation 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.) sha11 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 sha11 cover all labor, equipment and materials, (including water) required for this work and shall be paid for on the SectionN.doc Page 55 of 128 2/9/2012 Section N — Technical Specifications basis of each square foot in place and accepted. No payment for sod sha11 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 sha11 be placed as called for on the plans in the following manner. The area to be seeded sha11 be brought to the required line and grade, fertilized and seeded in basic conformance with the latest edition of FDOT's Standard Spec�cations 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 total 60 lb. 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 sha11 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 ca.st iron frames and covers as shown on the Index Numbers 201 and 202. Invert channels shall be constructed smooth and semi circular 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 a�nd 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. SectionN.doc Page 56 of 128 2/9/2012 l__J � Section N — Technical Specifications 33.2 PRECAST TYPE The manhole base shall be set on a pad of dry native sand approximately iive inches thick to secure proper seating and bearing. , Precast Manholes and Junction Boxes: T'he 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 sha11 not be provided. Manhole using 0 ring between precast sections will not be acceptable for storm stxuctures. , 33.3 BASIS OF PAYMENT Payment for Junction Boxes, Manholes or other structures sha11 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 SIGNS The removal, covering or relocation of street signs by the Contractor is PROHIBITED. ' All street signs sha11 be removed, covered or relocated by the City's Traff'ic Engineering Division in accordance with Sections 700, 994, 995, and 996 of FDOT's Standard Specifications (latest edition). , T'he Contractor shall notify the City's Traff'ic Engineering Division a minimum of 24 hours in advance of the proposed sign relocation, covering or removal. ' 37 AUDIONIDEO RECORDING OF WORK AREAS � ' � 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 a11 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 T'he video recordings shall not be made more than twenty-one (21) days prior to construction in , any area. SectionN.doc Page 57 of 128 2/9/2012 ' Section N — Technical Specifications 37.3 PROFESSIONAL VIDEOGRAPHERS The Contractor shall engage the services of a professional videographer. The color audio videotapes shall be prepared by a responsible 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 furnished by the Contractor. The total audio video system shall reproduce bright, sharp, clear pictures with accurate colors and sha11 be free from distortion, tearing, rolls or any other form of imperfection. The audio portion of the recording sha11 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 direction of progress. Accompanyi.ng the video recording of each video shall be a conesponding and simultaneously recorded audio recording. This audio recording, exclusively conta,inuig the commentary of the camera operator or aide, sha11 assist in viewer orientation and in any needed ident�cation, differentiation, clarification, or objective description of the features being shown in the video portion of the recording. The audio recording sha11 also be free from any conversations. 37.6 RECORDED INFORMATION VIDEO All video recordings must continuously display transparent digital information to include the date and time of recording. The date information shall contain the month, day and year. The time information sha11 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 suff'iciently controlled such that recorded objects will be clearly viewed during videotape playback. In addition, all other ca.mera and recording system controls, such as lens focus and aperture, video level, pedestal, chrome, white balance, and electrical focus shall be properly controlled or adjusted to maximize picture quality. The construction docuxnentation 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 sha11 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 58 of 128 2/9/2012 1.1 ' LJ ' ' , Section N — Technical Specifications 37.8 LIGHTING All recording shall be done during time af good visibility. No taping sha11 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 sha11 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 sha11 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 COVERAGE Tape coverage sha11 include a11 surface features located withi.n 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 The cost to complete the requirements under this section sha11 be included in the contract items provided in the proposal sheet. There is no separate pay item for this work. ' 38 38.1 ' ' � ' , EROSION AND SILTATION CONTROL STABILIZATION OF 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 fmal grade is established on any portion of a project site, that portion of the site sha11 be provided with established permanent soil stabilization measures per the original site plan, whether by impervious surface or landscaping. SectionN.doc Page 59 of 128 2/9/2012 S�tion N — Technical Specifications 38.2 PROTECTION AND STABILIZATION OF SOIL STOCKPILES Fill material stockpiles shall be protected at a11 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 shall an unstabilized stockpile remain after thirty (30) calendar days. 38.3 PROTECTION OF EXISTING STORM SEWER SYSTEMS During construction, a11 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 barriers, 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 sha11 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 areas may be used in place of silt basins, provided they are maintained to the satisfaction of the City. The Contractor will be required to prohibit discharge of silt through the outfall structure during construction of any detention area and will be required to clean out the detention area before installing any permanent subdrain pipe. In addition, permanent detention areas must be totally cleaned out and operating properly at fmal inspection and at the end of the one year warranty period. When temporary sedimentation basins are used, they shall be capable at a11 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 project by regular 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 barriers sha11 be used to prevent access. Where in channel work cannot be avoided, precautions must be taken to stabilize the work area during land alteration, development and/or construction to minimize erosion. If the channel and buffer area are disturbed during land alteration, they must be stabilized within three (3) calendar days after the in channel work is completed. SectionN.doc Page 60 of 128 2/9/2012 ' � � ' ' �� , ' ' C'� � ' , ' ' , ' � ' Section IV — Technical Spe�ifications 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 shall be provided by the contractor and removed when construction is completed. The area of the crossing sha11 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 sha11 be sodded within three (3) days of e�cavation. All other interior swales, etc., including detention areas will be sodded prior to issuance of a Certificate of Occupancy. 38.8 UNDERGROUND UTILITY CONSTRUCTION The construction of underground utility lines and other structures sha11 be done in accordance with the following standards: a. No more than 4001ineal feet of trench shall be open at any one time; b. Wherever consistent with safety and space consideration, excavated material shall be cast to the uphill side of trenches. Trench material shall not be cast into or onto the slope of any stream, channel, road ditch or waterway. 38.9 MAINTENANCE All erosion and siltation control devices sha11 be checked regulazly, especially after each rainfall and will be cleaned out andlor repaired as required. 38.10 COMPLIANCE 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 Standazd Detail Drawings No. 641 and 607 are examples of accepted methods that may be used or required to control erosion and siltation. SectionN.doc Page 61 of 128 2/9/2012 Section N — 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. The City of Clearwater Engineering Department has the responsibility 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 subcontractors accessing the property with equipment or construction materials. T'hen 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 charge the contractor accordingly. The attached drawings and details aze recommendations for the contractor to use as means to support the site from eroding. The contractor may elect to shovel and sweep the street daily or on an as needed basis. However, erosion must be held in check. If the contractor would like to meet with a City inspector on any particular site, please contact Construction Services at 562-4750 or Planning & Development Services at 562-4741. Erosion Control Required - City of Clearwater's Code of Ordinances requires erosion control on all land development projects. Erosion control must be in place and maintained throughout the job. Failure to do so may result in additional costs and time delays to the pernut holder. Contact Engineering Department with specif'ic questions at 562-4750. SectionN.doc Page 62 of 128 2/9/2012 � � � � � � � � � � � � � � � � � � � Section N — Technical Speciiications CITY OF CLEARWATER NOTICE OF EROSION VIOLATION UNDER SECTION 3-701 (DIVISION 7— EROSION AND SII.TATION CONTROL) OF THE CITY OF CLEARWATER CODE OF ORDINANCES, THIS SITE HAS BEEN FOUND IN VIOLATION. THIS SITE MUST BE RESTORED 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 VIOLATION TO REMOVE THIS NOTICE ANY UNAUTHORIZED PERSON REMOVING THIS SIGN WILL BE PROSECUTED SectionN.doc Page 63 of 128 2/9/2012 Section N — Technical Specifications 39 UTILITY TIE IN LOCATION MARKING The tie in locations for utility laterals of water, sanitary sewer, and gas shall be plainly marked on the back of the curb. Marking placed on the curb shall be perpendicular with respect to the curb of the tie in location on the utility lateral. Marks shall not be placed on the curb where laterals cross diagonally under the curb. The tie in location sha11 be the end of the utility lateral prior to service connection. Markings sha11 be uniform in size and shape and colors in conformance with the code adopted by the American Public Works Association as follows: S�Zy � Electric power, distribution & transmission Municipal Electric Systems HIGH VISIBILTTY SAFETY YELLOW Gas Distribution and Transmission Oil Distribution and Transmission Dangerous Materials, Produce Lines, Steam Lines SAFETY ALERT ORANGE Telephone and Telegraph Systems Police and Fire Communications Cable Television SAFETY PRECAUTION BLLJE Water Systems Slurry Pipe Lines SAFETY GREEN Sewer Systems LAVENDER RECLAIMED WATER �E 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 mod�ed curb shall be 6-inch x 3-inch and placed at the back of the curb. Mazks placed on 5tate Road and vertical curb shall be 4-inch X 2-inch and be placed on the curb face. 40 AWARD OF CONTRACT, WORK SCHEDULE AND GUARANTEE T'his article not used. See SECTION III, ARTICLE 24 — AWARD OF CONTRACT, WORK 5CHEDULE 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 64 of 128 2/9/2012 ' 1 41.2 MATERIALS 41.2.1 GENERAL Section IV — Technical Specifications ' Materials, equipment and supplies furnished and permanently incorporated into the project shall be of %rst quality in every respect and sha11 be constructed and finished to high standards of workmanship. Materials shall be suitable for service intended, shall reflect modern design and ' engineering and sha11 be fabricated in a first class workmanlike manner. All materials, equipment and supplies sha11 be new and sha11 have not been in service at any time previous to installation, except as required in tests or incident to installation. Machined metal surfaces, exposed bearings ' and glands sha11 be protected against grit, dirt, chemical corrosion and other damaging effects during shipment and construction. ' LJ ' � ' , , ' ' 41.2.2 PIPE MATERIALS AND FIITINGS 41.2.2.1 DUCTILE IRON PIPE Ductile Iron Pipe sha11 be in accordance with ANSUAWWA C151/A21.51 81 or latest revision. Pipe thickness class, wa11 thickness and working pressure shall conform to the following table: Size Class Thickness Rated Water Working Pressure ��•) (�I) 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 backfill 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 standard cement lined and sealed coated with approved bituminous seal coat in accordance with ANSUAWWA C104/A21.4 80 or latest revision. � 41.2.2.2 POLYVINYL CHLORIDE (PVC) PIPE ' Polyvinyl Chloride (PVC) Pipe 4-inch through 8-inch shall be in accordance with ANSUAWWA C900 or latest revision and the American Society for Testing Materials (ASTM) Standard D 2241 and PVC Resin Compound conforming to ASTM Specif'ication D 1784. ' Polyvinyl Chloride Pipe shall have the same O.D. as Cast and Ductile Iron Pipe and be compatible for use without special adapters with Cast Iron Fittings. ' Pipe dimension ratio, working pressure and laying length shall conform to the following table: ' � SectionN.doc Page 65 of 128 2/9/2012 ' Section N — Technical Specifications Size Dimension Ratio Rated Water Working Pressure Laying Length (OD/Thick.) �I) �t� 4 18 150 20 6 ig 150 20 g ig 150 20 Pipe larger than 8-inch sha11 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 larger PVC pipe sha11 consist of an integral wa11 section with a solid cross section elastomeric ring which meets the requirements of ASTM D 1869. Each length of pipe shall bear identif'ication 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 sha11 be laid with two (2) strands of insulated 12 gauge A.W.C� 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 sha11 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 FIITINGS 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 sha11 be 350 P.S.I. Ductile iron fittings shall be coated and lined in accordance with require requirements of ANSUAWWA 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 (LTSA) 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 restrauung 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 sha11 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. SectionN.doc Page 66 of 128 2/9/2012 ' , ' ' , Section N — Technical Specifications Each end of the casing shall be properly sealed to prevent the intrusion of soil, water, or debris ' within the casing itself. It sha11 be sealed by brick and mortar, cement or any approved method by the Engineer. ' 41.2.3 GATE VALVES Discs of valves sha11 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 sha11 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). � l_J � ' C' � ' � � C , ' ' ' Pressure Rating: Unless otherwise shown or specif'ied, 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. Installation: Installation shall be in accordance with good standard practice. Exposed pipelines sha11 be so supported that their weight is not carried 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-S151atest 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, a11 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 ANSUAWWA. 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 sha11 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 reclauned water valve boxes and pad detail. SectionN.doc Page 67 of 128 2/9/2012 Section N — 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 Darling B-84-B. No substitutions shall be allowed without the approval of the City of Glearwater. Above hydrants shall be in accordance with the latest revision of the AWWA Specification C 502 and include the following modif'ications: l. 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 sha11 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 sea1. The chamber will contain a lubricating grease or oil. 5. Hydrants sha11 be of the traff'ic 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 sha11 be of one-piece bronze or ductile iron construction. 7. A dirt shield sha11 be provided to protect the operating mechanism from grit buildup and corrosion due to moisture. 8. A thriist washer shall be supplied between the operating nut and stem lock nut to facilitate operation. 9. Operating nut shall be a#7 (1-1/2-inch) pentagon nut. 10. Nozzles shall be of the tamper resistant, 1/4 turn type with O-ring seals or threaded into upper barrel. Nozzles shall be retained with a stainless steel locking device. 11. The main valve sha11 be of EPDM solid rubber. 12. T'he 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 shall have a 5-1/4-inch valve opening, and shall be a left hand operation to open. 16. Hydrant shall be without drains. 17. Hydrant shall have two (2) 2-1/2-inch hose nozzles and one (1) 4-1/2-inch pumper nozzle. Threads shall be in accordance with the National Standard Hose Coupling Thread Specifications. SectionN.doc Page 68 of 128 2/9/2012 ' , l �J � Section N — Technical Specifications 18. Hydrant body shall have a factory finish of yellow paint. All paints shall comply with AWWA standard C-502-85 or latest revision. All hydrants will be 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. � � ' ' � ' ' � � r � , 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 sha11 be used on a11 service taps to 4-inch P.V.C. water main. The largest service connection allowable on 4-inch main shall be 1-1/2-inch. Service saddles shall be used on a112- inch service connections to 6-inch and larger mains. Service 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 shall be tested in accordance with the applicable Federal, ASTM or AWWA Specification and basis of rejection sha11 be as specified therein. Certif'ied 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 imxnediately 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 possible backflow of water within the customers private system. The types of devices allowed are: SectionN.doc Page 69 of 128 2/9/2012 Section N — Technical Specifications 1. Double Check Valve Assembly a device composed of two single, independently acting, approved check valves, including tightly closing shutoff valves located at each end of the assembly and suitable connections for testing the watertightness of each check valve. 2. Reduced pressure principle backflow prevention device a device containing a minimuxn of two independently acting, approved check valves, together with an automatically operated pressure differential relief valve located between the two check valves. The unit must include tightly closing shutoff valves located at each end of the device, and each device shall be fitted with properly 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 are not allowed. 41.3 CONSTRUCTION 41.3.1 MATERIAL HANDLING 1. Pipe, fittings, valves, hydrants and accessories shall be loaded and unloaded by lifting with hoists or skidding so as to avoid shock or damage. Under no circumstances shall such materials be dropped. Pipe handled on skidways sha11 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 fmished 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 70 of 128 2/9/2012 � � � � � ' � ' 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 derrick, 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 conective repairs or rejection of the damaged items. All pipe and fittings shall be carefully exami�ed for cracks and other defects while suspended above the trench immediately before installation in fmal position. Spigot ends shall be examit�ed 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 sha11 be wire brushed and wiped clean and dry and free from oil and grease before the pipe is laid. Pipe joints sha11 be made up in accordance with the manufacturer's recommendations. Every precaution sha11 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 suita.ble size sha11 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, iittings, 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 smooth end at right angles to the axis of the pipe. Pipe shall be laid with bell ends facing in the direction of laying unless directed otherwise by the 1 Engineer. Where pipe is laid on the grade of 10 per cent or greater, the laying shall start at bottom and sha11 proceed upward with the bell ends of the pipe upgrade. � ' �I� LJ 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 of 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. SectionN.doc Page 71 of 128 2/9/2012 41.3.3 41.3.3.1 Section N — Technical Specifications SETTING OF VALVES, HYDRANTS AND FITTINGS GENERAL Valves, hydrants, fittings, plugs and caps sha11 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 sha11 be installed at the tee in all cases, not to exceed 18-inches from the main line. The valve box sha11 not transmit any shock or stress to the valve and sha11 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 directed by the Engineer. Each hydrant shall be connected to the main with a 6-inch ductile iron branch controlled by an independent 6 inch gate valve. 41.3.3.4 ANCHORAGE Movement of all plugs, caps, tees, bends, etc., unless otherwise specified shall be prevented by attaching approved mechanical restraining rings or glands and installed per manufacturers recommendations. Hydrants shall be held in place with restrained swivel joints. Restraining mechanical joint glands on hydrants may be used where hydrant runout length precludes the use of hydrant connecting swivel joints. Where special anchorage is required, such anchorage sha11 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 connected to the existing lines now in place. No such connection sha11 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 72 of 128 2/9/2012 � 1� � � Section N — 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 sha11 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 a11 associated appurtenances including service taps, all sections of newly laid main shall 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 C600 latest revision. � All mai.ns 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 , a11 necessary apparatus, together with operating personnel, shall be furnished by the Contractor at his expense. � � The Contractor sha11 make all necessary ta.ps 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, all 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. r 41.5.1 STERILIZING AGENT The sterilizing agent shall be liquid chlori.ne, sodium hypochlorite solution conforming to , Federal Specification 0 S 602B, Grade D, or dry hypochlorite, comxnonly known as "HTH" or "Perchloron". � 41.5.2 FLUSHING SYSTEM Prior to the application of the sterilization agent, all mains shall be thoroughly flushed. Flushing shall continue until a clean, clear stream of water flows from the hydrants. Where hydrants are � not available for flushing, such flushing shall be accomplished at the installed blow off devices generally at the ends of the lines. ' 41.5.3 STERILIZATION PROCEDURE All piping, valves, fittings and all other appurtenances sha11 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. SectionN.doc Page 73 of 128 2/9/2012 L__l Section N — Technical Specifications 41.5.4 RESIDUAL CHLORINE TESTS After the sterilization outlined above has been accomplished, flushing sha11 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 forward the samples to a laboratory certif'ied by the Florida State Board 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 sha11 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 sha11 have the approval of that agency. Definite instructions as to the collection and shipment of samples sha11 be secured from the laboratory prior to sterilization and sha11 be followed in all respects. The City of Clearwater shall secure clearance of the water main from the Florida Department of Environmental 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 payrnent 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 grubbing • Excavation, including necessary pavement removal • Shoring and/or dewatering • Structural fill • Backfill • Grading • Tracer wire • Refill materials • Joints materials • Tests and sterilization • Appurtenant work as required for a complete and operable system. SectionIV.doc Page 74 of 128 2/9/2012 � � ' � 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. � r , 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 INSTAL� 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 ANSVAWWA C110/A 21.10 82, latest revision, in which case, the weight will be based upon the theoretical weight plus the maximum 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 furnish and install ductile iron fittings. � 41.6.4 ' 41.6.4.1 � � � ' � � ' , FURNISH AND INSTALL GATE VALVES COMPLETE WITH BOXES AND COVERS MEASUREMENT The quantity for payment sha11 be the number of gate valves of each size satisfactorily furnished and installed. 41.6.4.2 PAYMENT Payment of the applicable unit price for each size shall be full compensation for furnishing a11 plant, labor, material and equipment and installing the valve complete with box and cover. 41.6.5 FURNISH AND INSTALL FIRE HYDRANTS 41.6.5.1 MEASUREMENT The quantity for payment shall be the number of fire hydrants 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 furnishing all plant, labor, material and equipment and installing the %re hydrant complete including necessary thrust SectionN.doc Page 75 of 128 2/9/2012 Section N — 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 SOIL TREATMENTS All soil under courts sha11 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 turned into the Engineer's Office. 43.1.2 BASE COURSE Base Course shall be Limerock 6" thick after compaction. Specifications for the base sha11 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 sha11 be a minimum of 1" of Type S-III Asphaltic Concrete as specified in Section 331 of FDOT's Standard Specification (latest edition). The Leveling Course shall be constructed n,nning East and West. Finish surface of leveling course sha11 not vary more than 1/4" when checked with a 10 foot straight edge. If a deficiency of more than 1/a" exists, the Engineer will determine if the surface should be leveled or removed and replaced. Such remedial work shall be without compensation. 43.1.5 SURFACE COURSE Surface course sha11 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 76 of 128 2/9/2012 � CJ � ' � � r LI � � � � � � ' � ' �l t Section N — T�hnical Specifications be approved. If a deficiency of more than 1/a" exists, the Engineer will deternune 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 sha11 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 irregulazities. If it is determined that minor corrections are necessary, the Contractor shall make repairs using approved tack coat andlor patching mix in accordance with manufacturer's recommendations for use. After patching the surface shall not vazy more than 1/8" in ten feet in any direction. If a deficiency 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 Engineer. Asphaltic concrete Surface Course with a smooth tight mix and no ponding, will not require the resurfacing or patching mix. Asphaltic Concrete Surface Course which is course and rough or is ponding water will require the use of the resurfacer or patch mix. No applications sha11 be covered by a succeeding application until thoroughly cured. 43.1.6.2.2 FINISH COLOR COURSE The finish 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. T'he color of application shall be dark green for the regulation double's playing area and red for all other others. The fuushed surface sha11 have a uniform appearance and be free from ridges and tool marks. 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. SectionN.doc Page 77 of 128 2/9/2012 Section N — Technical Specifications 43.1.6.4 WEATHER LIMITATIONS No parts of the construction involving Tennis Court surfacing or patching products shall be conducted during rai.nfall, 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 43.2.1.1 SCOPE The Contractor sha11 furnish a11 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. $asis 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 iurnish to the Owner a11 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 qualif'ications and experience of the personnel assigned to the project will be a determining factor in the award of the Bid. 43.2.1.3 STANDARDS The Contractor sha11 perform a11 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 construct 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 shall locate the four corners of each battery and shall layout the courts in conformance with the specifications and drawings. SectionN.doc Page 78 of 128 2/9/2012 i � � 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 area adjacent to the site for storage and preparation of materials. Adequate water outlets within fifty (50) feet of the site shall be provided. 43.2.1.7 SGHEDULE � 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 award 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 shall examine the site to determine its suitability for installation of the courts. � ' ' I� � r ' , 1 , � ' 43.2.2.2 DEMOLITION The contractor sha11 demo the existing tennis courts, remove the existuig ten (10) foot high fence surrounding the tennis courts and all underground utilities within the limits of the construction area. Utilities extending outside the construction limits sha11 be capped and terminated. The existing tennis courts shall be ground into millings suita.ble 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 fmal 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 shall provide documentation of testing to the Owner. 43.2.2.4 FINAL GRADE The fmal grades outside the tennis court areas and within the construction limits sha11 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 deternuned by AASHTO T-180 is required. The contractor sha11 provide documentation of testing to the Owner. 43.2.3 SLOPE 43.2.3.1 SLOPE REQUIREMENTS Rate and direction of slope of the fuushed surfaces shall be one (1) inch in forty (40) feet, a11 in one plane, as indicated on the drawings. SectionN.doc Page 79 of 128 2/9/2012 43.2.4 43.2.4.1 Section N — Technical Specifications BASE CONSTRUCTION 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 Sarasota Florida. The surface of the base course sha11 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 sha11 be installed in trenches in the base course. These trenches shall be in on four (4) foot centers and sha11 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 surrounding the pipe. Six (6) water control canisters shall be installed per court with each canister controlling five (5) grid pipe trenches. Provide a11 required 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 (112) inch above the finished screeni.ng 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 curbing eighteen (18) inches in depth with herbicide coating buttons to prevent plant root systems in entering the sub-surface base course of the clay tennis courts. SectionN.doc Page 80 of 128 2/9/2012 ' LJ � � � � � � �� [ _� � � ' � ' � 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 1-5/8" Ameristar HT' 25 pipe with manufacturers standard "Permacoat" color system. 43.2.8.3 FENCE FABRIC Fence Fabric sha11 be 1-3/4" #6 gauge mesh throughout, manufactures 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-type flush plate with anchors, set in concrete, and designed to engage a center drop rod or plunger-bar. Include a locki.ng 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 Ba11 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 court. 43.2.10.2 NET POSTS & SLEEVES � Net posts sha11 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 shall be equipped with a reel type net tightening device. Post sleeves and posts shall be set plumb and true so as to support ' SectionIV.doc Page 81 of 128 2/9/2012 ' Section N — Technical Specifications the net a height of forty-two (42) inches above the court surface at the posts. Post sleeves shall be 5chedule 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 shall have black synthetic netting, a headband of white synthetic material in double thickness with the exterior treated for resistance to mildew and sunlight, and 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 length five (5) feet greater than length between the net post shall hold the net in suspension. The net sha11 have tie strings of a synthetic material at each corner. Basis of Design — Duranet DTS by Ba11 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°Io nylon and sha11 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: l. Ride-on Tandem Roller - Brutus AR-I Roller, automatic forward-neutral-reverse transmission; 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 fraxne 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 82 of 128 2/9/2012 ' C� , � , , r � � � � � �� _ L_J ' ' Section N — 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. 43.2.12 WATER SOURCE (Potable) The owner sha11 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 DRAWINGS 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 all 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 maxixnum 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 shall re-lamp and clean lens of a11 existing lighting fixtures after relocating the light pole and fi�tures to its new location. The City will provide the new lamps. 43.2.14.3 ELECTRICAL PERMIT The Contractor sha11 submit electrical drawings to City of Clearwater Planning and Development Services to obtain pernuts for installation of the electrical works. 43.2.14.4 POLES & FIXTURES The Contractor shall install three (3) new si�ty 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 are the photometric lumination charts for the eight-(8) tennis 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 sha11 install the poles and fixtures based on the following information: SectionN.doc Page 83 of 128 2/9/2012 ' Section N — Technical Specifications Pole T1 existing 5 fixture pole, remove one �xture 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 T5 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 iixtures 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 43.2.15.1 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 sha11 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 84 of 128 2/9/2012 ' , Section N — Technical Specifications 43.2.17.3 WARRANTY SUB-SURFACE IRRIGATION SYSTEM The Contractor sha11 warranty the sub-surface irrigation of the clay tennis courts for a period of two years from the day of completion. � 44 � 44.1 ' � WORK ZONE TRAFFIC CONTROL CONTRACTOR RESPONSIBLE FOR WORK ZONE TRAFFIC CONTROL The Contractor shall be responsible to furnish, operate, maintain and remove a11 work zone tr�c control associated with the Project, including detours, advance warnings, channelization, hazard warnings and any other necessary features, both at the immediate work site and as may be necessary at outlying points. 44.2 WORK ZONE TRAFFIC CONTROL PLAN , The Contractor sha11 prepare a detailed tr�c 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 Manua1 on Uniform Traffic Control Devices published by the � U.S. Department of Transportation and adopted as amended by the F'lorida Department of Transporta.tion, or most recent addition. t 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 specif'ic objectives: , • Provide adequate advance warning and information regarding upcoming work zones. • Provide the driver clear 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 traff'ic 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 600 "When an existing pedestrian way or bicycle way is located within a tr�c 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 temporary tr�c 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 ' SectionN.doc r Page 85 of 128 2/9/2012 Section N — Technical Specifications 102-5 T��c Control: 102-5.1 Standards: FDOT Design Standards (DS) are the minimum standards for the use in the development of a11 traff'ic 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 tr�c volume and the importance of access. Road closures a.ffecting business or sole access routes will increase in process requirements as appropriate. For a11 but local streets, no road or lane closures are allowed during the Christmas holiday season and the designated "Spring Break" season with prior approval by the City Engineer. 44.3.1 ALL ROADWAYS Obtain pernuts for Pinellas County and Florida Department of Transportation roadways. Traff'ic control devises conform to national and state standards. 44.3.1.1 PUBLIC NOTIFICATION , , � � r � � Standard property owner notif'ication 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 Traff'ic staff for preliminary traffic control options. Develop Formal Traff'ic 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 beginning any work on the Project, with the Traff'ic 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 86 of 128 2/9/2012 ' ' � ' ' ' � � � � , ' ' � , Section N — Technical Specifications 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 traff'ic control plan and traff'ic 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 tr�c control devices. The Contractor sha11 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 Spec�cations 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 T'he City may require that the Supervisor or Foreman controlling the work for the Contractor on the Project have a cunent International Municipal Signal Association, Work Zone Traff'ic Control Safety Certification or Worksite Tr�c Supervisor Certification from the American Traffic Safety Association with additional current Certification from the Florida Department of Transportation. This requirement for Certification will be noted in the Scope of Work and/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 Traff'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 traffic control and handle tr�c related situations. The Worksite TrafFic Supervisor shall ensure that routine deficiencies are corrected within a 24-hour period. The Worksite Tr�c Supervisor shall be available on the site within 45 minutes after notification of an emergency situation, prepared to positively respond to repair the work zone traffic control or to provide alternate traffic arrangements. Failure of the Worksite Tr�c Supervisor to comply with the provisions of this Subarticle may be grou.nds 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 a11 activities except tr�c and erosion control and such other activities deemed to be necessary for project maintenance and safety. 45 CURED-IN-PLACE PIPE LINING 45.1 INTENT ' It is the intention of this specification to provide for the trenchless restoration of sanitary sewer and storm pipes by the installation if a cured in place jointless, continuous, thermosetting resin impregnated polyester flexible felt liner which is watertight and chemically resistant to withstand � SectionN.doc Page 87 of 128 2/9/2012 ' Section N — Technical Specifications exposure to domestic sewage including all labor, materials and equipment to provide for a complete, fully restored and functioning installation. 45.2 PRODUCT AND CONTRACTOR/INSTALLER ACCEPTABILITY The City requires that all contractors be prequalif'ied. See General Conditions regarding 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 prequalification 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 cert�ed by the liner system manufacturer for installation of the liner system. The City reserves full and complete authority to approve the satisfactory nature of the both the liner system and the installer. 45.3 MATERIALS The liner sha11 be polyester fiber felt tubing saturated with a resin prior to insertion. Resin type and qualities shall be as specif'ied 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 sha11 meet strengths as shown in ASTM F1216 unless otherwise submitted and approved by the Engineer. Lining manufacturer sha11 submit to the Engineer for approval as requested, complete design calculations for the liner thickness. The criteria for liner design shall be HS-20 traff'ic loading, water ta.ble 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 approval 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 traff'ic, residents and particularly 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 a11 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 88 of 128 2/9/2012 ' � � � , ��_ . , � � � � , ' � , , � � � , ' � � ' , , ' , ' , � � , ' , , ' , 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 �eld 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 sha11 maintain a reasonable backup system for bypass pumping should delays or problems with pumping systems develop. Liner entries at manholes sha11 be smooth, free of irregularities, and watertight. No pinholes, tears, 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 sha11 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 95% of the area of the orig'inal 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 sha11 be resealed by the Contractor. All laterals discovered during the li.ning process are 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 no 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 a11 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 89 of 128 2/9/2012 Q� 46.1 46.1.1 Section N — Technical Specifications SPECIFICATIONS FOR POLYETHYLENE SLIPLINING MATERIALS PIPE AND FITTINGS The pipe supplied under this specif'ication sha11 be high performance, high molecular weight, high density polyethylene pipe (Driscopipe 1000) as manufactured by Phillips Driscopipe, Inc., Dallas, Texas and shall conform to AST'M 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 �ttings are 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 �ttings 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 maintai.ni.ng complete control of the pipe quality. The pipe shall contai.n 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, certif'ication 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 standards or manufacturer's representation, may be cause for rejection of pipe represented by the testing. These tests may include density and flow rate measurements from samples taken at selected locations within the pipe wall and thermal stability determinations according to ASTM D 3350, 10.1.9. 46.1.3 SAMPLES The owner or the specifying engineer may request certif'ied lab data to verify the physical properties of the materials supplied under this specification or may take random samples and have them tested by an independent laboratory. 46.1.4 REJECTION 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 90 of 128 2/9/2012 ' , ' ' ' ' , ' ' ' ' 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 wa11 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. T'he joining method sha11 be the butt fusion method and sha11 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 a11 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 ' i ' ' , ' , The liner(s) to be slip lined into the existing storm sewer sha11 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. 211/z-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 sha11 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. SectionN.doc Page 91 of 128 2/9/2012 Section N — 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 sha11 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 tunes 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 INSERTION 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 sha11 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 sha11 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 minimum of 12 hours shall be allowed for the liner pipe to reach equilibrium with the sewer temperature and to a11ow 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 forming. 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. SectionN.doc Page 92 of 128 2/9/2012 C , ' ' ' ' ' ' ' , ' Section IV — Technical Specifications Pipe connections shall be connected by the use of a pre-fabricated polyethylene saddle. A neoprene gasket shall be installed between the saddle and the liner pipe so that a complete water seal is accomplished 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 andlor storage areas will be arranged for by the contractor. 46.4.8 POINT REPAIR The engineer or his representative will determine if a point repair is necessary only after it has been demonstrated that a liner pipe cannot be pulled through the existing pipe. Payment will be made for each repair. T'he 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 off site by the contractor. Finish grading shall be required. In locations other than street right-of-ways, the surface shall be graded smooth and sodded with the same kind of grass as the existing lawn. Excavation points in street right-of-ways sha11 be repaired as specif'ied by the engineer. ' 47 SPECIFICATIONS FOR POLYVINYL CHLORIDE RIBBED PIPE C�'� � 47.1 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 iittings 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 speci�cation. SectionN.doc Page 93 of 128 2/9/2012 Section N — 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 standard 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 shall be as manufactured and furnished by the pipe supplier or approved equal and have bell andlor spigot conf'igurations compatible with that of the pipe. 48 GUNITE SPECIFICATIONS 48.1 PRESSURE INJECTED GROUT Pressure injected grout sha11 be of cement and water and sha11 be proportioned generally in the ratio of 1.5 (one and one half) cubic foot (one and one half bags) of cement to 1(one) cubic foot (7.50 ga1.) of water. This mix shall be varied as the grouting proceeds as is necessary to provide penetration in the operator's judgment. Cement shall be Portland Cement conforming to all of the requirements of the Axnerican Society for Testing Materials Standard Specifications, latest edition serial designation C150 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 REHABILITATION OF CORRUGATED METAL PIPE WITH GUNITE Guniting shall conform to all requirements of "Specif'ications for Materials, Proportioning, and Application of Shotcrete (ACI 506.2 77)" published by the American Concrete Institute, Detroit, Michigan, except as modified by those specif'ications. 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 speci�ed 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. SectionN.doc Page 94 of 128 2/9/2012 ' , ' ' 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 sha11 be Portland cement conforming to a11 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 shall 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 Standazd Specifications, Latest Serial Designation C33 for Concrete Aggregates. ' ' ' ' �_J ' C� ' IJ Fine aggregate shall not contain less than 3% nor more than 6% of moisture. Fine aggregate shall be evenly graded from fine to coarse and sha11 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, and/or organic matter. Water shall be considered as weighing 8.33 pounds per gallon. 48.7 REINFORCEMENT Steel mesh reinforcement sha11 be electrically welded, cold drawn, mild steel fabric conforming 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. ' ' , Aggregate sha11 be stockpiled at points selected to provide maximum drainage and to prevent the inclusion of any foreign material during rehandling. SectionN.doc Page 95 of 128 2/9/2012 Section N — Technical Specifications 48.9 SURFACE PREPARATION Unsound materials of construction and all coated, scaly, or unsound concrete in manholes and inlets sha11 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 areas to receive pneumatic concrete shall be cleaned by flushing or scouring with water and compressed air jets to assure removal of all loose particles. All 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 preparation of existing metal surface of a corrugated pipe sha11 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 sha11 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 sha11 be thoroughly rnixed by machine and then passed through a sieve to remove all large particles before placing in hopper of the cement gun. The mixture sha11 not be pemutted to become damp. Each batch should be entirely discharged before recharging is begun. The mi�er 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 sha11 not be permitted. Mixed material that has stood 45 minutes without being used shall be discarded. Rebound materials sha11 not be reused. 48.12 APPLICATION Gunite sha11 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 near perpendicular to the SectionIV.doc Page 96 of 128 2/9/2012 1 u , ' Section N — Technical Specifications surface as practicable, with the nozzle held approximately 3 feet from the work (except in conf'ined 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 corrected. Such defects shall be replaced as the work progresses. Guniting sha11 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 ' azea as detailed over the original lines of the adjoining surFace, unless otherwise specified. All cavities, depressions, washouts and similar failures sha11 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 mesh be placed behind existing reinforcement. ' ' , � ' 1 , ' 1 ' 1 , ' The tune interval between successive layers in sloping vertical or overhanging work must be sufficient to allow initial but not fmal set to develop. At the time the initial set is developing, the surface shall be cleaned to remove the thin film of laitance in order to provide a perfect bond with succeeding applications. 48.13 CONSTRUCTION JOINTS 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 sha11 bring the gunite to an even plane and to well formed corners by working up to ground wires or other guides, using lower placing velocity than normal. After the body coat has been placed, the surface sha11 be trued with a thin edge screed to remove high areas 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 fmish except where a special type finish is specified on the drawings. 48.15 CURING Curing sha11 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 sunoundings permit. SectionN.doc Page 97 of 128 2/9/2012 Section N — Technical Specifications 48.17 INSPECTION Because of the importance 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. 48.18 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 enlarged hopper to feed material into a rotating multiported cylinder. Material sha11 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 sha11 be cleaned as often as necessary (at least once every 8 hour shift) to prevent material from caking on critical parts. Nozzle: Nozzle sha11 be the premixing type with perforated water feed ring inside the nozzle. The maximuxn 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 velocify. T'he following table gives requirements for compressor size, hose size and air pressure using 150 feet of material hose: Comp. Cap Max. Hose Dia. Max. Size Nozzle Min. Air Press. (cfm) (In.) (In.) (Psi) 365 1 5/8 15/8 60 600 2 2 8� 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. Air Compressor: Any standard type of compressor shall be satisfactory if it is of sufficient 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 sha11 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 suff'iciently greater 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 shall be uniformly steady (nonpulsating). SectionN.doc Page 98 of 128 2/9/2012 ' � 49 ' , t � Section N — Technical Specifications 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 wa11s 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 spec�cations; the Contractor shall comply with manufacturer's instructions and recommendations for work. Purpose of work is to eliminate inf'iltration, 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 sha11 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; Traffic 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. � � ' ' � ' i� � ' � , 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 sha11 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 a11 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. SectionIV.doc Page 99 of 128 2/9/2012 Section N — Technical Specifications 49.3.2 INSTALLATION AND EXECUTION Excavate an area around the top of the existing manhole suff'iciently 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 fall 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 perirneter, form a flat shelf with mortar: Cut the liner to the proper length. Cutouts in the manhole sha11 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 wa11 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 annular void to insure an adequate bottom seal. Bridge the gap from drops, laterals, force mains, cleanouts and a11 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 around the manhole liner and piping. Fill the annular space between the manhole liner and the existing manhole interior wa11s 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 around the new liner and compact the backf'ill. Sod the disturbed area. Match existing sod. Where manholes fall in paved areas, 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 T'his specification shall govern all work to spray apply a monolithic fiber reinforced cementitious liner to the wa11 and bench surfaces of brick, concrete or any other construction material; Strong 5eal 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 traini.ng. The applicator/contractor shall furnish a11 labor, equipment and materials for applying the Strong Sea1 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 sha11 be in accordance with the manufacturer's recommendations and with the following specifications which includes: l. The elimination of active inf'iltration prior to making the application. 2. The removal of any loose and unsound material. SectionIV.doc Page 100 of 128 2/9/2012 � r , � ' � � ' � � i � � � Section N — Technical 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 G 109) 15 min., 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 Sulfate resistant 5. Density, when applied 49.5 INFILTRATION CONTROL 105 +/- 5 pcf Strong Plug shall be used to stop minor water inf'�ltration according to the manufacture's recommendations and shall have the following minimum requirements: l. Compressive strength (ASTM C-109) - 600 psi, 1 hr.; 1000 psi 24 hrs. 2. Bond (ASTM C-952) - 30 psi, 1 hr.; 80 psi, 24 hrs. 49.6 GROUTING MIX Strong-Seal Grout sha11 be used for stopping very active inf'iltration 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 LINER MIX Strong Sea1 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. Flexural 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 sha11 be 50 51 pounds and contents shall have dry bulk density of 54 to 56 pounds per cubic foot. Fiberglass rods which are contained in the product sha11 be alkaline resistant and shall be 1/2" to � 5/8" long with a diameter of 635 to 640 microns. Products sha11, in the un mixed state, have a lead content not greater than two percent (2%) by weight. � SectionN.doc Page 101 of 128 2/9/2012 , Section N — Technical Specifications Strong Sea1 MS 2C shall be made with Calcium Aluminate Cement and sha11 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 shall 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 correct 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 5/8" 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 Sha11 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 boards 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 protruding brick, mortar and SectionIV.doc Page 102 of 128 2/9/2012 � ' � � ' � Section N — Technical Specifications concrete sha11 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 fmal liner application. When severe inf'iltration is present, drilling may be required in order to pressure grout using a cementitious grout. Manufacturer's recommendations sha11 be followed when pressure grouting is required. 4. Any bench, invert or service line repairs shall be made at this time using the quick setting mi.x and following the manufacturer's recommendations. 5. After all preparation has been completed, remove a111oose 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 Model 35C or 35D equipment for 30 seconds to a minute after a11 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, sha11 be damp without noticeable free water droplets or n,nning 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 trovveling 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 wa11s 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 final application shall have a minimum of four (4) hours cure time before being subjected to active flow. LJ � � � 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. SectionIV.doc Page 103 of 128 2/9/2012 � 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 pu.mp shut off. With the valves closed, the time shall be measured for the vacuum to drop to nine (9) inches. The manhole sha11 pass if the tune 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 sha11 proceed until a satisfactory test is obtained. Tests sha11 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: 1. Hydraulic grouting, where required, as a preluninary measure to stop high volume inf'�ltration 2. Hydrophilic grouting (positive side waterprooi;ng), where required, as follows: a. Hydrophilic foam-injected through wa11 of manhole to fill voids andlor b. Hydrophilic gel-injected through wall 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 sha11 be nonshrinking, nonmetallic, and noncorrosive. The compound shall have the following properties: Set Time Tensile Strength ASTM C 307 Compressive Strength ASTM -C 109 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 SectionN.doc Page 104 of 128 2/9/2012 � � , ' , � � � � � � � 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 sha11 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 sha11 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 waterproofmg component based on the crystallization process sha11 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) sha11 have the following properties: � Calcium Aluminate Cement 12 Hrs 24 Hrs 7 Days 28 Days SectionN.doc Page 105 of 128 2/9/2012 ' Section N — Technical Specifications Astm C 495 Compressive Strength, Psi 7000 11000 12000 13000 Astm C 293 Flexural Strength, Psi 1000 1500 1800 2000 Astm C 596 Shrinkage At 90% Humidity -- <0.04 <0.06 <0.08 Astm C 666 Freeze-T1�aw Aft 300 Cjrcle No Damage Astm C 990 Pull - Out Strength 200 - 230 Psi Tensile Astm C 457 Air Void Content (7 Days) 3°� Astm C 497 Pomsity/Adsorption Test 4- 5°k Modules of Elasticity: 7.10 X 10 PSI after 24 Hrs moist curing at 68 F. T'he calcium aluminate cement shall be reinforced with inert fibers which comply with ASTM C 1116 and ASTM C 1018, added at the rate of one pound per cubic yard 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 waterproofmg epoxy sha11 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 sha11 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 1 2,000 10 —20 5 1,800 Alcohols, Trichloroethylene, Nitric Acid (3%), Jet Fuels, Water, Sulfuric Acid (3°Io 10%), MEK, Wine, Butyl Acetate, Beer, Lactic Acid (3°Io), Gasoline, Corn Oil, Aluminum Sulfate, Paraff'm Oil, Vegetable Juice, Sodiuxn Chloride, Motor Oil, Hydrochloric Acid (3°Io), 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. a. Plug lines and/or screen out displaced debris. b. Apply acid wash, if necessary, to clean and degrease. c. Hydroblast and/or sand blast structure. SectionN.doc Page 106 of 128 2/9/2012 � r � � i 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 waterproofmg agents to a11 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 sha11 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 lini.ng. � ' � � 49.12.3.2 PREPARATION An acid wash shall 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 andlor sand blasted to remove any loose or deteriorated material. Care shall be taken to prevent any loose material from entering lines and other areas by either plugging the lines ( where feasible) or inserting protective screens. 49.12.3.3 STRUCTURAL REPAIR Hand place or spray apply hydraulic cement material as necessary to prepared surface to �11 cracks and voids in structure. Allow twenty (20) minutes before applying waterproofing/crystallization. 49.12.3.4 INFILTRATION CONTROL � Pressure injection of hydrophilic gel and hydrophilic foam. 1. Dri115/8" holes through active leaking surface. � 2. Install all zert fittings, as recommended by manufacturer. 3. Inject material until water flow stops. ' � � � � 4. Remove fittings (if necessary). 49.12.3.5 WATERPROOFING/CRYSTALLIZATION 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 107 of 128 2/9/2012 r 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 finish, 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 a11 debris and clean work area. 49.12.3.9 MANHOLE TESTING AND ACCEPTANCE Manhole may be vacuum tested from the top of rr�anhole 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 sha11 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 time is greater than sixty (60) seconds for forty eight (48) inch diameter, seventy five (75) seconds for sixty (60) inches, a.nd 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 sha11 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 a11 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 � SectionN.doc Page 108 of 128 2/9/2012 � � ' ' ' Section N — Technical Specifications site plans shall be of colors indicated and for application over the Plexipave Acrylic Latex System. 2. The work sha11 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 Pai.nt � 51.2 SURFACE PREPARATIONS � , � l__f �� ' 51.2.1 ASPHALT Allow new asphalt to cure a minimum of 6 months. The surface must be checked for birdbaths, cracks and other irregulazities and repaired with Court Patch Binder according to California Spec�cation Section 10.14. (Surfacing prior to six months may make the asphalt subject to indentation). 51.2.2 CONCRETE Concrete sha11 have a wood float or broom finish. DO NOT PROVIDE STEEL TROWEL FINISH. DO NOT USE CURING AGENTS OR CONCRETE HARDENERS. Allow the concrete to cure a minunum of 30 days. Acid Etch the entire surface with Concrete Preparer according to California Specif'ication 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 sha11 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: 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 SectionN.doc Page 109 of 128 2/9/2012 Section N — 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 .OS-.07 gallons per square yard per coat. 51.4 APPLICATION OF FORTIFIED PLEXIPAVE After the filler coat application has dried, apply two coats of Fortif'ied Plexipave at an undiluted rate of .OS-.07 gallons per square yard per coat using the following mix: Plexipave Color Base 30 gallons Plexichrome 20 gallons Water 20 gallons 51.5 PLEXIFLOR APPLICATION 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-.05 gallons per squaze 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 existing 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 mi.nimum after completion of the color resurfacing, playing lines sha11 be accurately located, marked and painted with Plexicolor Line Paint as specified by The National In-Line Hockey Association. 51.7 GENERAL 1. T'he contractor sha11 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 sha11 be secured and a11 containers shall be disposed of in accordance with Loca1, State and Federal regulations. 2. Materials specified for the Plexiflor System sha11 tee delivered to the site in sealed, property labeled arums with California Products Corporation labels that are stenciled with the proper batch code numbers. 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 humidity is imminent. 3. Do not apply when surface is damp or has standing water. SectionN.doc Page 110 of 128 2/9/2012 � � �� ' � � Section IV — 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 70°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 NIHA 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 � 53.1 53.1.1 GABIONS AND MATTRESSES MATERIAL GABION AND RENO MATTRESS MATERIAL � 53.1.1.1 PVC COATED WIRE MESH GABIONS & MATTRESSES � Gabion & mattress basket units shall be of non-raveling construction and fabricated from a double twist by twisting each pair of wires through three half turns developin.g the appearance of a triple twist. The galvaruzed w�re 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 maximum 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 � sha11 be determined by ASTM A-90. The grade of zinc used for coating shall be High Grade or Special High Grade, as prescribed in ASTM B-6, Table l. 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 41/z inches. The overall diameter of the mesh wire (galvanized wire core plus PVC 1 coating) shall be 0.146 inches. Selvedge and reinforcing wire shall be of heavily galvanized wire core, 0.1338 inches in diameter (approx. 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 � sha11 be of soft tensile strength (75,000 PSI max), heavily galvanized wire core, 0.087 inches in diameter (approx. US gauge 13 'h), coated with PVC and having an overall diameter (galvanized , wire core plus PVC coating) of 0.127 inches. The use of alternate wire fasteners sha11 be permitted in lieu of tie wire providing the alternate fastener produces a four (4) wire selvedge �omt with a strength of 1200 lbs. per linear foot while remauung m a locked and closed � 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 conf'me the required selvedge wires. Tiger-Tite SectionIV.doc Page 111 of 128 2/9/2012 � Section IV — Technical Specifications Interlocking Fasteners are an approved alternate joint material. The Interlocking VV'ire Fastener shall meet stainless steel material specification ASTM A-313, Type 3D2, Class 1, or equal. All of the above wire diameters are 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 sha11 be suitable to resist deleterious effects from exposure to light, immersion in salt or polluted water and sha11 not show any material difference in its uutial compound properties. The PVC compound is also resistant to attack from acids and resistant to abrasion. 1. Specific Gravity: a. According to ASTM D-2287 and ASTM D- 792; in the range of 1.30 to 1.34. 2. Tensile Strength: a. According to ASTM D-142; not less than 2980 psi. 3. Modulus of Elasticity: a. According to ASTM D-412; not less than 2700 psi at 100°Io 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. Maximum corrosion penetration to the wire core from a square cut end section sha11 not be more than 25mm when the specimen has been immersed for 2000 hours in a 50°Io SOLUTION HC1 (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 A5TM G-23 (Apparatus Type E). Period of test = 3000 hours at 63 degrees centigrade. SectionIV.doc Page 112 of 128 2/9/2012 � 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: 1. Appearance: a. The vinyl coating shall not crack, blister or split and shall not show any remarkable change in color. 2. Specif'ic Gravity: a. Sha11 not show change higher than 6% of its initial value. 3. Durometer Hardness: a. Shall 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. Sha11 not show change higher than 25% of its initial value. 7. Resistance to Abrasion: a. Sha11 not show change higher than 10°l0 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 sha11 be submitted by the contractor or supplier for examination and testing by the Engineer. The stone shall have a minimum speci�c gravity of 2.3 and be of a quality and durability suff'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 1OT096), maximum loss 45% • Soundness (Sodium Sulphate), (FM 1-T104), maximum loss 12°Io SectionN.doc Page 113 of 128 2/9/2012 Section N — Technical Specifications • Flat and elongated pieces, materials with least dimension less than one third of greatest dimension sha11 not exceed 5°10 by weight. All filler material shall be uniformly graded between 4 inch and 8 inch (equivalent spherical diaxneter) and sha11 be angulaz in form. Rounded stones shall not exceed 10% of the stone, by weight and 70% of the stone, by weight, shall exceed the largest dimension of the mesh opening. 53.1.3 MATTRESS WIRE Mattress wire shall conform to the same specifications as gabions except as follows: 1. The nominal diameter of the wire used in the fabrication of the netting sha11 be 0.0866 inches minimum, subject to diameter tolerance in accordance with the current ASTM A 641, Table 3. 2. All wire shall be galvanized according to ASTM A 641, Table 1. T'he 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 sha11 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 exhibit 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 ma.nner 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 sha11 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 sha11 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 sha11 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 114 of 128 2/9/2012 ' ' � ' � ' Section N — Technical Sp�ifications To achieve better alignment and finish in retaining wa11s, gabion stretching is recommended. Connecting wires sha11 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 sha11 be overlapped a minimum of 30 inches and secured against movement. Cloth damaged or displaced during installation, gabion work, or backf'ill 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 LAWN MAINTENANCE SPECIFICATIONS ' ' � ' ' � ' �� , ' ' 54.1 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 traff'ic; 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: • Traff'ic safety and Maintenance of Tr�c; • Trash and debris removal from the job site; • Removal of weeds in landscaped areas and hard surfaces; • Proper trimming and pruning of landscape plants and palxns; • 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, pernussion 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. SectionN.doc Page 115 of 128 2/9/2012 Section N — Technical Specifications 54.3 WORK METHODS 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 encountered. 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. Pa1m pruning to be performed at least once per year, preferably in late June or July following flower formation, according to the following specif'ications: 54.7 PHOENIX SPECIES (CANARY DATE, INDIA DATE, PYGMY DATE, ETC.) Remove a11 descending fronds, to the base of the frond; all parallel and ascending fronds are to remain in order to leave a full, rounded head; seed heads may remain, but remove old faded heads that are encountered in the pruning process; remove loose frond boots; remove vegetation; such as strangler figs, Brazilian Pepper, Asparagus fern, etc., growing in the frond boots or on the trunk. Provide the rounded, classic cut on all Medjool palm boots. No climbing spikes allowed on palms. 54.8 DEBRIS REMOVAL All debris from pruning process is 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. SectionN.doc Page 116 of 128 2/9/2012 ' �J r � � � � ' ' i � Section N — Technical Specifications 54.9 TRAFFIC CONTROL Proper and safe work zones in vehicular traffic areas are to be set up and maintained by the contractor, according to the attached Maintenance of Tr�c specifications. 54.10 PEDESTRIAN SAFETY Contractor is responsible for maintaining safe work zones in areas where pedestrian and park 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 sulfur coated, slow release, ornamental fertilizer, three times per year. Applications should be made in xnid-February, early June, and mid-September, for the first two years. Fertilizer types and amounts will change with requirements of maturing landscape materials. 54.12 WEED REMOVAL IN LANDSCAPED AREA Weeds should be removed on a regular basis in order to keep them from being visibly noticeable. Weed control with the use of appropriate herbicides is allowable, given they are properly applied by a certified applicator. Herbicide damage to landscape material will be remedied by contractor at his/her expense. 54.13 MULCH CONDITION 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 timi.ng. 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 n�nning tune. All repairs which will be charged 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. ' ' LJ � 54.16 PALM FERTILIZATION Apply three pounds of Magnesium sulfate and one pound of Potassium evenly, per tree, across the root zone (typically within the dripline), annually in early February. SectionIV.doc Page 117 of 128 2/9/2012 Section N — Technical Specifications 54.1 i 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 manufacturer'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 sha11 be removed the following afternoon or remain in place as directed by the City. T'he 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 irregularity. Weekly visits should occur no closer than six and no further than ten calendar days apart. 54.19 COMPLETION OF WORK Within 24 hours of completing work the contractor shall notify the supervisor assigned to monitar 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 '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 squaze footage figures are estimates. SectionN.doc Page 118 of 128 2/9/2012 55 Section IV — Technical Specifications 3. All maintenance shall be performed in a good and workmanlike manner, consistent with trade practices and standards which prevail in the industry. 4. The Contractor shall be responsible for damage to any plant material or site feature caused by the Contractor or his/her employees. T'he Contractor sha11 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. 5. Occasionally circumstances (standing water, prolonged inclement weather, parked vehicles, etc.) may make a11 or portions of a location unserviceable during the regular schedule. T'he Contractor shall notify the City Supervisor of such occurrences, and sha11 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 Article, the milling operation shall be ' performed in accordance with Section 327 of FDOT's Standard Specifications (latest edition). The Contractor sha11 notify the Project Inspector a minimum of 24 hours in advance of all � milling. , � ' ' , 55.2 ADDITIONAL MILLING REQUIREMENTS 1. 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 governi.ng operation of this type of equipment. 2. All milled surfaces must be repaved within seven days from the time it was m.illed, unless otherwise noted in the contract documents. 3. Prior to paving, a11 milled areas shall be swept with a Municipal type sweeper either of the vacuum or the mechanical type, that picks up and hauls off, dust and dirt. The 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 sha11 be responsible for removing any asphalt that remains in the curb line ' andlor 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 119 of 128 2/9/2012 � Se�tion IV — 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 Specif'ications (latest edition). Repairs required to said base that result from a failure to place the prime in a timely manner sha11 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 a11 curbs and driveways shall 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 sha11 be performed by the Contractor. The Contractor sha11 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 sha11 arrange his schedule to a11ow utility owners the time required for such adjustments (minimum 48 hours notice per State Statute). All utility adjustments sha11 be completed prior to the commencement of milling and resurfacing operations. 55.6 ADJUSTMENT OF UTILITY 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 Specif'ications. 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 120 of 128 2/9/2012 Section N — Technical Specifications 55.8 MILLING OF INTERSECTIONS Intersections, as well as other areas (including radius returns) are to be milled and repaved to restore andlor improve the original drainage characteristics. Said work should extend approximately 50 to 100 feet in both directions from the low point of the existing swale. 55.9 BASIS OF MEASUREMENT The quantity to be paid for will be the area milled, in square yards, completed and accepted. 55.10 BASIS OF PAYMENT The unit price for milling sha11 include: all materials, preparation, hauling, transporting and stockpiling of salvageable materials, disposal of a11 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, wa11s, 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 area for construction. Clearing and grubbing shall be performed in accordance with Section 110 of FDOT's Standard Specif'ications (latest edition). Unless otherwise specified in the contract documents, the Contractor shall take ownership of a11 removed material and dispose of them off-site in accordance with a11 Local, State and Federal Requirements. 56.1 BASIS 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 sha11 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. SectionN.doc Page 121 of 128 2/9/2012 Section N — Technical Specifications 57.2 BASIS OF PAYMENT The pay item for sand-cement riprap sha11 include: all materials, testing, labor, grout, hauling, equipment, excavation, backfill, dressing and shaping for placement of sand-cement and a11 incidentals necessary to complete the work. The pay item for rubble riprap sha11 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 WWTP's and the water reservoirs. These may include sodium hypochlorite, gaseous chlorine, sulfur dioxide and ammonia. Potential safety hazards associated with these substances include: • An accidental spill or release can impair respiratory functions and result in severe burns to the skin and eyes. At the pre-construction conference, the contractor will be provided with a copy 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 contractor and sub-contractor assigned to this job sha11 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 documentation 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 tr�c signal work shall be performed per the latest edition of FDOT's Standaxd 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, field tests, grounding, conduit, signal and interconnect cable, span wire assemblies, pull and junction boxes, electrical power service assemblies, poles, signal assemblies, pedestrian assemblies, inductive loop detectors, SectionN.doc Page 122 of 128 2/9/2012 ' , Section N — Technical Specifications pedestrian detectors, tr�c controller assemblies, controller cabinets and accessories, removal of existing tr�c 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 standazd, and sha11 be signed and sealed by a professional engineer registered in the state of Florida. All mast arm calculations, as well as the geotechnical report, sha11 also be signed and sealed by a professional engineer registered in the state of Florida. All � mast arm colors sha11 be determined and approved by the City prior to ordering from the manufacturer. 1 L__1 � ' , � , �J , All tr�c signal indicators for vehicles and pedestrians sha11 be LED's and, approved by both the City and FDOT. In addition to this, a11 pedestrian signal indicators shall utilize countdown features. Contractor changes to the operation of an existing signal is PROHIBITED unless directed by the City's Tr�c Engineering Division. 59.1 BASIS OF MEASUREMENT AND PAYMENT The basis of ineasurement and payment shall be specified in the contract documents andlor plans and shall include all equipment, preparation, materials, testing and incidentals required to complete the work per the plans. 60 SIGNING AND MARKING All signing and marking work sha11 be performed per the latest edition of FDOT's Standard Specifications, unless otherwise specified in the contract documents and plans. This specification includes the following work: RPM's (Section 706), painted tr�c stripes and markings (Section 710), thermoplastic stripes and markings (Section 711) and tubular delineators/flex posts (Sections 705 and 972). T'he Contractor is responsible to ensure that striping is correctly placed. Errors in striping or markings shall be "blacked-out" with paint, unless otherwise directed by the Engineer. No payment will be made for these inconect or "blacked-out" areas. Omissions in striping or mazkings shall be conected to the City's satisfaction prior to any payment being made. 60.1 BASIS OF MEASUREMENT AND PAYMENT The basis of m,easurement and payment shall be specified in the contract documents and/or plans ' and sha11 include all equipment, preparation, materials and incidentals required to complete the work per the plans. � � ' L�I' ' 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 andlor plans and shall include all equipment, materials, testing and incidentals required to complete the work per the plans. SectionN.doc Page 123 of 128 2/9/2012 , C� 62.1 Section N — Technical Specifications TREE PROTECTION 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 sha11 be installed as follows: l. At or greater than the full dripline of a11 species of Mangroves and Cabbage Pa1ms. 2. At or greater than the full dripline or a11 protected native pine trees and other conifer species. I: C. 3. At or greater than two-thirds of the dripline of all other protected species 4. At or greater than the full dripline of trees within a specimen tree stand. 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. 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 withi.n 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 sha11 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, chemieals, soil deposits or construction materials shall be placed within such protective barriers. E. No signs, building pernuts, wires, or other attachments of any kind shall be attached to any protected tree or palm. F. At all times, due care shall be taken to protect the critical root zone of trees protected by this section, and root pruning requirements shall apply to such trees. 62.2 ROOT PRUNING A. Where proposed construction 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 arborist perform, or directly supervise root pruning to reduce the impacts of construction. The critical root zone is equivalent to the tree's dripline. Prior to any clearing, grubbing or excavation activities, the affected roots must be severed by clean pruning cuts at the point where grubbing or excavation unpacts 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 SectionN.doc Page 124 of 128 2/9/2012 ' Section N — Technical Specifications ' construction activities shall be pruned to a minimum depth of 18 inches below existing grade or to the depth of the proposed impact if less than 18 inches from existing grade. Tim Kurtz, Semor Landscape Architect is the City's Representative on Engineering Departxnent projects , for root Pnming issue� and can be reached at (727) 562-4737, or through the construction inspector assigned to the project. � ' ' , ' � B. Root pruning sha11 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 m.inimum 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 inch 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 a Doscocil Root Cutting Machine or equivalent. � Alternate equipment or techniques must be approved by the City's representative, prior to any work adjacent to trees to be preserved. ' I. Root pnuung sha11 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 backf'ill 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 to be installed within the critical root zone, the root pruning requirement may be waived if the lines are installed via tunneling or directional boring as opposed to open trenching. I 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 sha11 conform to the American National Standards Institute (ANSn 2001, American National Standard for tree care operations — Tree, Shrub and , other Woody Plant Maintenance — Standard practices (pruning) ANSI A-300. SectionIV.doc Page 125 of 128 2/9/2012 ' Section N — Technical Specifications B. Proper pruning techniques for a11 lateral branches of protected trees are required. Flush cuts (pruning cuts that remove the branch collar) and stub cuts (cuts that leave a stub on the tree) aze 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 bark tissue on protected trees shall be prohibited. Any protected tree that has been damaged in such a manner will not be recognized as a tree left on the project in a healthy growing condition, and will require replacement consistent with the current City Codes and Ordinances. 63 63.1 PROJECT WEB PAGES 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/T'R/ 1999/WAI-WEBCONTENT-19990505/ http://www. section508. gov/ 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, apparel 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 126 of 128 2/9/2012 � l_� ' ' IJ ' ' Section N — 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 conformity issues. 63.7 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 ' L _J ' , ' ' , � , 64.1 CLEARANCE OPTIONS When working in the vicinity of overhead power lines the Contractor sha11 utilize one of the following options: Option 1- Having the power lines de-energized and visibly grounded. Option 2- Maintauung 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 NIINIMUM 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 SectionN.doc Page 127 of 128 2/9/2012 ' 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 transnussion and distribution) 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. SectionN.doc Page 128 of 128 2/9/2012 � ' ' �� Section Na— Supplemental Technical Specifications ' SECTION IVa SUPPLEMENTAL TECHNICAL SPECIFICATIONS ' Table of Contents: Section 01014 Construction Constraints ' Section 01025 Measurement and Payment Section 01410 Testing and Testing Laboratory Services ' Section 02157 Jack and Bore Under Roadway Section 02213 Rock and Boulder Excavation ' Section 02311 Excavation Support and Protection Section 02413 Horizontal Directional Drilling ' Section 02622 Polyvinyl Chloride (PVC) Pipe and Restrained Joint PVC Pipe Section 02623 High Density Polyethylene Pipe and Fittings ' Section 15100 Valves, Fittings and Appurtenances ' ' ' ' , ' ' u , ' SectionlVa.doc Page 1 of 1 ' ] 0/13/20l 1 ❑ � � � � 2012 CDM Smith All Rights Reserved PART 1 - GENERAL 1.01 DESCRIPTION SECTION 01014 CONSTRUCTION CONSTRAINTS A. Areas of construction under this contract must be coordinated with private property owner's to ' maintain private property owner's access to their facilities and to allow construction to be completed within the time allowed by Contract Documents. ' B. The CONTRACTOR is responsible for identifying and negotiations for use of all equipment staging areas. All staging areas are to be protected and secured. All staging areas on City of Clearwater properties must be protected and secured using 6 foot temporary chain link fencing. , ' ' ' ' ' , � C. CONTRACTOR must provide 48 hours advance notice to the ENGINEER and City of Clearwater utilities department for the crossings of N. Saturn Ave, N. Keene Rd, N. Hercules Ave, N.E. Coachman Rd., N. Belcher Rd, Old Coachman Rd and Drew St. D. No work will be permitted within Sid Lickton Park (Station 10+00 to 23+00) until after July 2012. All work areas and equipment within Sid Lickton Park shall be secured using 6 foot temporary chain link fencing. The CONTRACTOR shall limit all ingress and egress to Sid Lickton Park from N. Saturn Ave and limit work areas on Sid Lickton Park to the grass areas west and south along the proposed pipelines. Sid Lickton Park may be a common work area for other contactors regarding expansion of Reverse Osmosis Plant No 1 and ballfield modifcations. See requirements of paragraph J for coordination of common work areas. E. No air release valves will be permitted between station 10+00 and 17+00. Construction shall be such to not create high points in the pipelines between these two stations. F. Monitoring wells are located in the vicinity of Joe DiMaggio Sports Complex (Station 113+00 to 138+00). Contractor shall take necessary measures to protect all monitoring wells during construction. G. Bright House Field ballpark, located at 601 Old Coachman Road, hosts major league baseball spring training resulting in heavy traffic in this area. No construction activity shall be permitted starting the last week in February through the end of the second week in April between stations 125+00 and 144+30. H. All work near or adjacent to the Clearwater Air Park (1000 North Hercules Ave.) property shall ' be coordinated with the City of Clearwater Marine and Aviation Department (Gordy Wills) at 727-462-6954 ext. 25 no less than one week prior to starting any work. l_1 � � ' I. Federal Aviation Administration (FAA) height restrictions apply for work occurring near or adjacent to the Clearwater Air Park (1000 North Hercules Ave.) property. If the following height restrictions are exceeded , the contractor will be required to apply for a"Notice of Proposed Construction or Alteration" (FAA Form 7460-1) per FAA CFR Title 14 Part 77.9: • any construction or alteration. 6349-79520/4/23/ 12 � 1 � 14-1 TPA S:ICLWATER\RO Plant 1 Specs 100%\01014 100%.tloc � 2012 CDM Smith All Rights Reserved • within 10,000 ft of a public use or military airport which exceeds a 50:1 surface from any point on the runway of each airport with its longest runway no more than 3,200 ft. J. If CONTRACTOR is required to coordinate his/her activities in the interface or common areas with other contractors and the utilities, CONTRACTOR must submit to the ENGINEER a description and schedule as to how the common areas will be utilized, recognizing the required coordination with other contractors and the facility operators. K. During Start-Up Testing, CONTRACTOR shall make available the manpower, equipment and manufacturer's representatives required to make any necessary testing, adjustments and training of OWNER'S personnel. L. CONTRACTOR shall notify Pinellas County Public Works Operations at 727-464-8900 a minimum of 48 hours prior to beginning work within Pinellas County right-of-way areas. Failure to provide appropriate notification will void the Pinellas County Right of Way Utilization permit. M. CONTRACTOR shall notify Progress Energy (Luis Gonzalez) at 727-827-6276 a minimum of one week prior to crossing the hot oil pipeline on Drew Street near Station 141+50 PART 2 - PRODUCTS (NOT USED) PART 3 - EXECUTION (NOT USED) 6349-79520/4/23/12 END OF SECTION Q 1 � 14-2 TPA S:\CLWATER\RO Plant 1 Specs 100%101014 100%.doc ' ' � 2012 CDM Smith All Rights Reserved , � PART 1 - GENERAL ' 1.01 SCOPE � LJ � � � � � � � � SECTION 01025 MEASUREMENT AND PAYMENT A. This section includes measurement and payment criteria applicable to portions of the Work performed under unit price, lump sum, or allowance payment methods. 1.02 UNIT QUANTITIES SPECIFIED A. Quantities and measurements indicated in the Bid Forrn are for bidding and contract purposes only. Quantities and measurements supplied or placed in the Work and verified by the ENGINEER shall determine payment. B. If the actual Work requires more or fewer quantities than those quantities indicated, provide the required quantities at the unit sum/prices contracted. 1.03 MEASUREMENT OF QUANTITIES A. Measurement Devices: 1. Weigh Scales: Inspected, tested and certified for use in the State of Florida by the applicable state Weights and Measures department within the past year. 2. Platform Scales: Of sufficient size and capacity to accommodate the conveying vehicle. 3. Metering Devices: Inspected, tested and certifed by the applicable State of Florida Weights and Measures department within the past year. B. Measurement by Weight: Concrete reinforcing steel, rolled or formed steel or other metal shapes will be measured by handbook weights. Welded assemblies will be measured by handbook or scale weight. C. Measurement of quantities expressed as volume shall be based upon a neat plan line projection to the work limits as determined by survey record drawings for each item with no additional allowances for shrinkage, swelling or creep. 1. In computing volumes of excavation and iill, the average end area method or other methods, acceptable to the ENGINEER, will be used. D. Measurement of quantities expressed as area shall be based upon a horizontal, planimetric projection to the work limits as determined by survey record drawings for each item with no additional allowances for slopes. E. Measurement of linear items such as piping will be for quantities actually feld installed to the ' specified work limits, based upon surveyed stations recorded along the straight or curved centerline of each respective item. � � � F. Stipulated Sum/Price Measurement: Items measured by weight, volume, area, or linear means or combination, as appropriate, as a completed item or unit of the Work. 6349-79520/04/23/ 12 � 1 �25-1 TPA S:\CLWATER\RO Plant 1 SDecs 100%\01025_100°k.doc � 2012 CDM Smith All Rights Reserved 1.04 PAYMENT A. Payment for each lump sum and unit price stated in the itemized bid schedule shall constitute full compensation for all required labor, products, tools, equiprrient, material, plant, transportation, services and incidentals; erection, application or installation of an item of the Work required to complete all work specified under that particular item including cleanup, and all costs for doing related work as set forth in these Specifications and /or the on the Contract Drawings or implied in carrying out their intent. 1. The price bid for each lump sum and unit price stated in the itemized bid schedule shall be deemed to include overhead and profit and taxes. CONTRACTOR'S Insurance is not a separate pay item and shall be included in the price for each lump sum and unit price stated in the itemized bid schedule. 2. Relevant specification section references are provided to facilitate pricing. However, Contractor shall, using his own judgment, determine which sections are relevant to each pay item prior to submitting a comprehensive price that covers all Work identifed in the Contract Documents. B. Final payment for Work governed by unit prices will be made on the basis of the actual measurements and quantities accepted by the ENGINEER multiplied by the unit sum/price for Work which is incorporated in or made necessary by the Work. C. Requests for payment shall be in accordance with City of Clearwater Technical Specifications Section N. D. Payment will be made to the limits as specified in the Contract Documents. If the constructed limits are less than the specified limit, payment will be made to the actual limits of construction as shown on the As-Built Drawings. Payment for quantities that exceed the specified contract limits will only be made with the approval of the ENGINEER. The payment for quantities that exceed the contract quantities can only be obtained through an approved Change Order before contract quantities are exceeded. E. No partial payments shall be made for the installation of items that have not been tested and approved. F. No partial payment will be made to the CONTRACTOR for material delivered to the site. G. Upon installation, satisfactory testing and itnal restoration, payment will be made for the quantity of materials actually installed in the work. OWNER will not pay for material in excess of what is actually installed in the work. H. Payment for unit price items (all items except Lump Sum items) will be made monthly until completion of each unit price item based on quantity estimated by CONTRACTOR and verified by ENGINEER. Final payment will be based on quantity calculated from As-Built Drawings. 1.05 VARIATIONS IN ESTIMATED QUANTITIES A. The quantities given in the Contract Documents are approximate only, and are given as a basis for the uniform comparison of bids, and City does not expressly or by implication agree that the actual amount of work will correspond therewith. B. The CONTRACTOR must provide, for Unit Price Work, a proposed contract price determined on the basis of estimated quantities required for each item. The estimated quantities of items are not 6349-79520/04/23/12 � 1025-2 TPA 5:\CLWATER\RO Plant 1 Specs 100%101025_100°h.doc � 2012 CDM Smith All Rights Reserved guaranteed and are solely for the purpose of comparing bids. Each such unit price will be deemed to include an amount for overhead, proft and indirect costs for each separately defined item. C. An increase or decrease in the quantity for any unit price item shall not be regarded as sufficient grounds for an increase or decrease in the price of the items. 1.06 DEFECT ASSESSMENT A. Replace defective Work, or portions of defective Work, not conforming to specified requirements. B. If, in the opinion of the ENGINEER, it is not practical to remove and replace the Work, the ENGINEER will direct a remedy in accordance with the reyuirements of the Agreement. 1.07 NON-PAYMENT FOR REJECTED PRODUCTS A. Payment will not be made for any of the following: 1. Products wasted or disposed of in a manner that is not acceptable. 2. Products determined as unacceptable before or after placement. 3. Products not completely unloaded from the transporting vehicle. 4. Products placed beyond the lines and levels of the required Work. 5. Products remaining on hand after completion of the Work. 6. Loading, hauling and disposing of rejected Products. 7. Submittal and approval of Schedule Update. 1.08 SCHEDULE OF VALUES A. Approval of Schedule: Submit for approval a preliminary schedule of values, in duplicate, for all of the Work. Prepare preliminary schedule in accordance with the specifcations. PART 2 - PRODUCTS (NOT USED) PART 3 — EXECUTION 3.01 MOBILIZATION (Item 1) A. Payment of the lump sum amount bid for Mobilization shall be full compensation for mobilization, demobilization, and General Conditions of the Agreement including but not limited to: indemnification, performance and payment bond premiums and permits as specified. Payment, in the stipulated amount, shall be full compensation for considerations for indemnifcation to OWNER in accordance with the Agreement. Payment for Bond Premiums will be based on actual invoice amount to substantiate the actual bond premiums. The documented cost of bond premiums of the Base Bid will be paid with the first payment request following satisfactory evidence of mobilization of sufficient labor, eyuipment and material to adequately progress the work and in accordance with the requirements as specified. Payment for permits will be based on actual invoice amount to substantiate the actual permit fee. The lump sum price bid for Mobilization shall not exceed three and one-half percent (3.5%) of the Base Bid. Partial payments will be made therefore in accordance with the following: 6349-79520/04/23f12 01025-3 TPA S:ICLWATER\RO Plant 1 Specs 100%\01025_100%.doc � 0 2012 CDM Smith All Rights Reserved 3.02 3.03 Percent of Original Contract Amount Earned 5 10 25 100 MAINTENANCE OF TRAFFIC (Item 2) Allowable Percent of Lump Sum Price for the Item 25 50 75 100 A. Payment at the lump sum price bid for this item shall be full compensation for all labor, equipment, materials, and incidentals as specified, necessary to provide Maintenance of Traffic, preparation of traffic control plans; all traffic maintenance and control, including proper signage and Police Offcers if required; and all permitting and coordination with the Owner and permitting agencies. The lump sum price bid for Maintenance of Traffic shall not exceed one and one-half percent (1.5%) of the Base Bid. If the CONTRACTOR's cost for Maintenance of Traffic is greater than the maximum allowed, then the additional cost shall be included in the cost for other items of work for the project. Partial payments will be pro-rated throughout the duration of construction of this Project. FURNISH AND INSTALL PIPE BY HORIZONTAL DIRECTIONAL DRILL (Items 3a, 3b, 3c, 3d and 3e) A. Measurement 1. Measurement for payment for the installation of the polyvinyl chloride (PVC) and high- density polyethylene (HDPE) pipe by horizontal directional drill will be on per linear foot basis as shown on the Drawings and as specified herein. Measurement for payment does not signify that the pipeline is accepted. Measurement for length will be along the centerline of the pipe in horizontal plan view. B. Payment 1. Payment for furnishing and installing the various materials required and outlined in the Bid Form, or where directed on the Drawings or where approved by the Engineer, will be made for the respective quantities as determined above, which price and payment shall be full compensation for: - shop drawing preparation; - furnishing pipe and fttings and tracer wire; - cleaning, flushing, pigging, testing (tracer wire and pressure tests) and certifying of pipelines; - feld engineering and surveying; - construction photography, - erosion and sedimentation control; - environmental protection procedures; - horizontal directional drilling procedures; - mobilization and demobilization of drilling equipment; - furnishing, hauling and maintenance of drilling equipment; - furnishing suitable backfill material, if required - disposal of surplus excavated material and debris; - protection, repair and replacement of existing structures, utilities and house services; - rock and boulder/obstruction excavation; 6349-79520/04/23/12 � 1 �25-4 TPA S:\CLWATERIRO Plant 1 Spacs 100%101025_100°.G.doc � � � i � � � � � �� r � � � ' � � 2012 CDM Smith All Rights Reserved - preparation and implementation of temporary pipe support systems; - providing connections and adaptors to other pipe materials; - protection, trimming and replacement of culverts and other storm sewerage facilities; - temporary and permanent pavement restoration; - relocation of underground or overhead utilities; - construction of temporary utilities; - temporary and permanent fence restoration; - lawn and landscaping replacement; - reconstruction and regrading of road shoulders and ditches; - temporary and/or permanent pavement replacement; or temporary base course to grade; - landscaping, loaming and seeding; - restoration and repairs; - polyethylene encasement of all ductile iron fittings and appurtenances and restrained joints - miscellaneous work and cleanup; - preparation of any permit applications; - removal, maintenance and replacement of traffic loops; - any and all inspection fees imposed by City of Clearwater, and any local, County or State agencies; - and all other work required for a full, operable and complete installation. This payment shall fully compensate the Contractor for furnishing all labor, materials, equipment and incidentals required to complete the Work as specified, excluding those items for which measurement and payments are separately specified. 2. Payment shall also fully compensate the Contractor for any other Work that is not specified or shown but which is required to complete the work as shown on the Drawings and as specifed herein. 3. No payment for horizontal directional drilling shall be made until drilling operations, including pullback of the pipe, testing, cleanup and restoration are satisfactorily complete and a continuous pipe is installed without defects. 4. Installation of HDPE HDD between Station 96+65 and 103+41 is covered under a separate pay item. 3.04 FURNISH AND INSTALL PIPE BY OPEN CUT (Item 4a, 4b and 4c) A. Measurement 1. Polyvinyl chloride (PVC) pipe, restrained joint PVC, HDPE or ductile iron (outside of casing pipe), when furnished and installed, excavated and backfilled, cleaned and tested and accepted, will be measured for payment by the ENGINEER. Measurement for payment does not signify that the pipeline is accepted. Measurement for length will be along the centerline of the pipe in horizontal plan view. Measurement will not include the length of pipe installed within HDD crossings or by HDD. B. Payment 1. Payment for furnishing and installing the various materials and sizes of PVC or HDPE pipe as outlined in the Bid Form, or where directed on the Drawings or where approved by the ENGINEER, will be made for the respective quantities as determined above, at the applicable price per linear foot bid in the Bid Form, which price and payment shall be full compensation for: - shop drawing preparation; supply and installation of new pipe, fittings, tracer wire and materials; - saw cutting and removal of sidewalks, driveways, curbs, curb and gutter and permanent pavement; 6349-79520/04/23/12 � 1 �25-5 TPA S1CLWATER\RO PIaM 1 Specs 100%\01025_100%.doc � 2012 CDM Smith All Rights Reserved 4 6. - excavation, backfill, sheeting, shoring, bracing, dewatering; - site clearing; - bedding rock (pipe bedding), pipe, fittings, pipework; - restrained joints; - concrete cradle and encasement; - installation and removal of plugs and bulkheads; - short tunneling; - rock and boulder excavation; - protection, repair and replacement of utilities and house services; - temporary and permanent fence restoration; - permanent base and pavement restoration associated with traverse pavement crossings; - lawn and landscaping replacement; - protection, trimming and replacement of culverts and other storm sewerage facilities; - temporary and permanent driveway and sidewalk replacement; - reconstruction and regrading of road shoulders and ditches; - temporary and/or permanent pavement replacement, or temporary base course to grade; - furnishing suitable backfill material, if required - disposal of surplus excavated material and debris; - protection of existing structures and utilities; - relocation of underground or overhead utilities; - providing reconnection to new utility services for existing services; - construction of temporary utilities; - erosion and sedimentation control; - crossing of storm ditches and streams; - temporary bypass pumping and piping; - cleaning, flushing, pigging, testing (tracer wire and pressure tests) and certifying of pipelines; - sodding, seeding or restoration to grade as shown on the Drawings; - restoration and repairs; and all work required for a full, operable and complete installation. - polyethylene encasement of all ductile iron fittings and appurtenances and restrained joints This payment shall fully compensate the CONTRACTOR for furnishing all labor, materials, equipment and incidentals required to complete the PVC or HDPE pipe as specified, excluding those items for which measurement and payments are separately specified. Payment shall also fully compensate the CONTRACTOR for any other work which is not specified or shown but which is r.equired to complete the work as shown on the Drawings and as specified herein. Payment for pipe installed in by HDD will be paid for under separate items. Payment for excavation below normal grade and bedding rock refll will be under separate items. No payment for open cut pipe shall be made until installation; testing, cleanup and restoration are satisfactorily complete. 3.05 GATE VALVES (Items Sa and Sb) A. Measurement 1. The number of valves in the various sizes and types required to be paid for shall be the number actually furnished, installed in the completed project and accepted by the ENGINEER. 6349-79520/04/23/ 12 01025-6 TPA S:\CLWATER\RO Plant 1 Specs 100%101025_100%.doc � CJ � � �J LJ ' � � , � � r � i � ' � 2012 CDM Smith All Rights Reserved B. Payment 1. Payment for furnishing and installing the valves including the valve boxes will be made for each installed at the unit price bid in the Bid Form which price and payment shall be full compensation for all excavation, installing valves, bedding, concrete backfill, landing tracer wire and test stations as shown on the valve details on the Drawings, and all work required for or incidental to the satisfactory completion of these items including contractors transportation of OWNER. 3.06 PULL BOXES (Item 6) A. Measurement 1. The number of Pull Boxes in the various sizes and types required to be paid for shall be the number actually furnished, installed in the completed project and accepted by the ENGINEER. B. Payment 1. Payment for furnishing and installing the pull boxes for each installed at the unit price bid in the Bid Form which price and payment shall be full compensation for all excavation, installing pull boxes, bedding, concrete backfill, as shown on the on the Drawings and as specified, and all work required for or incidental to the satisfactory completion of these items. 3.07 COMBINATION AIR VALVES (Items 7a and 7b) A. Measurement 1. The number of combination air valve assemblies to be paid for shall be the number actually furnished and/or installed in the completed project and accepted by the ENGINEER. B. Payment 1. Payment for furnishing and installing the combination air valve assemblies will be made for each valve installed at the unit price bid in the Bid Form which price and payment shall be full compensation for all excavation, backfill, furnished and installed valves, service tags bedding, isolation valves, tapping saddle and tap, corporation cock, and all other pipe fittings and appurtenances as shown on the air release valve detail on the Drawings, and all work required for or incidental to the satisfactory completion of this item. 3.08 POLYETHYLENE COVERS for COMBINATION AIR VALVES (Items 8a and 8b) A. Measurement 1. The number of polyethylene covers to be paid for shall be the number actually furnished and/or installed in the completed project and accepted by the ENGINEER. B. Payment 1. Payment for furnishing and installing the polyethylene covers will be made for each cover installed at the unit price bid in the Bid Form which price and payment shall be full compensation for all concrete pad, polyethylene cover as shown on the air release valve detail and ARV Table 1 on the Drawings, and all work required for or incidental to the satisfactory completion of this item. 6349-79520/04/23/12 01025—% TPA S:\CLWATER\RO Plant i Specs 100%101025 100%.doc � � 2012 CDM Smith All Rights Reserved 3.09 ROOT PRUNING (Item 9) A. Measurement 1. Root Pruning shall be conducted in accordance with the Technical Specifications and as approved by the ENGINEER. Measurement for Root Pruning will be along the centerline of the pipe. B. Payment 1. Payment for furnishing Root Pruning as specified, where directed on the Drawings or where approved by the ENGINEER, will be made for the respective quantities as determined above, at the applicable price per linear foot bid in the Bid Form. 3.10 TREE BARICADES (Item 10) A. Measurement 1. This Bid Item describes measurement and payment for protective barricades around all trees and palms within or adjacent to the work zone, including all staging or lay down areas or as directed by the Owner or the Owner's authorized Project Representative. The quantity of tree barricades to be paid for under this Item shall be measured as one lump sum quantity. B. Payment 1. The quantities, as determined above, shall be paid for at the contract lump sum price set out in the Proposal, which price and payment constitutes full compensation for all the work described herein. Partial payments will be pro-rated throughout the duration of construction of this Project. 3.11 JACK AND BORE CROSSING OF N. BELCHER ROAD (Item 11) A. Measurement 1. Measurement for payment for the installation of the steel casing and carrier pipes will be on a lump sum basis between the limits as shown on the Drawings and as specified herein. B. Payment 1. Payment for furnishing and installing the various materials required and outlined in the Bid Form, or where directed on the Drawings or where approved by the Engineer, will be made for the respective quantities as determined above, which price and payment shall be full compensation for: - shop drawing preparation; - furnishing pipe and fittings, casing spacers and end seals and tracer wire; - cleaning, flushing, pigging, testing (tracer wire and pressure tests) and certifying of pipelines; - field engineering and surveying; - construction photography, - erosion and sedimentation control; - environmental protection procedures; - jack and bore procedures; - mobilization and demobilization of equipment; - furnishing, hauling and maintenance of equipment; - furnishing suitable backfill material, if required - disposal of surplus excavated material and debris; - protection, repair and replacement of existing structures, utilities and house services; - rock and boulder/obstruction excavation; - preparation and implementation of temporary pipe support systems; 6349-79520/04/23/ 12 � 1 �2,5—g TPA S:\CLWATER\RO Plant 1 Specs 100%\01025_100%a.doc ! � 20 ] 2 CDM Smith All Rights Reserved ' � ' � � � � ' - providing connection to PVC pipe; - protection, trimming and replacement of culverts and other storm sewerage facilities; - temporary and permanent pavement restoration; - relocation of underground or overhead utilities; - construction of temporary utilities; - temporary and permanent fence restoration; - lawn and landscaping replacement; - reconstruction and regrading of road shoulders and ditches; - temporary and/or permanent pavement replacement; or temporary base course to grade; - landscaping, loaming and seeding; - restoration and repairs; - polyethylene encasement of all ductile iron fittings and appurtenances and restrained joints - miscellaneous work and cleanup; - preparation of any permit applications; - removal, maintenance and replacement of traffic loops; - any and all inspection fees imposed by City of Clearwater and any local, County or State agencies; - and all other work required for a full, operable and complete installation. This payment shall fully compensate the Contractor for furnishing all labor, materials, equipment and incidentals required to complete the Work as specified, excluding those items for which measurement and payments are separately specified. 2. Payment shall also fully compensate the Contractor for any other Work that is not specif ed or shown but which is required to complete the work as shown on the Drawings and as specified herein. 3. No payment for jack and bore crossing shall be made until installation; testing, cleanup and restoration are satisfactorily complete. ' 3.12 HORIZONTAL DIRECTIONAL DRILL CROSSINGS FROM STATION 96+65 TO STATION 103+41 (Item 12) �J � � � � , u A. Measurement 1. Measurement for payment for the insta.11ation of the HDPE carrier pipes will be on a lump sum basis between the limits as shown on the Drawings and as specifed herein. B. Payment 1. Payment for furnishing and installing the various materials required and outlined in the Bid Form, or where directed on the Drawings or where approved by the Engineer, will be made for the respective yuantities as determined above, which price and payment shall be full compensation for: - shop drawing preparation; - furnishing pipe and fttings; - cleaning, flushing, pigging, testing (tracer wire and pressure tests) and certifying of pipelines; - feld engineering and surveying; - construction photography, - erosion and sedimentation control; - environmental protection procedures; - horizontal directional drilling procedures; - mobilization and demobilization of drilling equipment; - furnishing, hauling and maintenance of drilling equipment; - furnishing suitable backfll material, if reyuired 6349-79520/04/23/12 01025-9 TPA S 1CLWATERIRO Plant 1 Specs 100°�\01025_100%.doc � � 2012 CDM Smith All Rights Reserved - disposal of surplus excavated material and debris; - protection, repair and replacement of existing structures, utilities and house services; - rock and boulder/obstruction excavation; - preparation and implementation of temporary pipe support systems; - providing connection to new PVC pipe; - protection, trimming and replacement of culverts and other storm sewerage facilities; - temporary and permanent pavement restoration; - relocation of underground or overhead utilities; - construction of temporary utilities; - temporary and permanent fence restoration; - lawn and landscaping replacement; - reconstruction and regrading of road shoulders and ditches; - temporary and/or permanent pavement replacement; or temporary base course to grade; - landscaping, loaming and seeding; - restoration and repairs; - polyethylene encasement of all ductile iron fittings and appurtenances and restrained joints - miscellaneous work and cleanup; - preparation of any permit applications; - removal, maintenance and replacement of traffic loops; -� preparation of traffic control plans; - any and all inspection fees imposed by City of Clearwater and any local, County or State agencies; - and all other work required for a full, operable and complete installation. This payment shall fully compensate the Contractor for furnishing all labor, materials, equipment and incidentals required to complete the Work as speciiied, excluding those items for which measurement and payments are separately specifed. Payment shall also fully compensate the Contractor for any other Work that is not specified or shown but which is required to complete the work as shown on the Drawings and as specified herein. No payment for horizontal directional drilling shall be made until drilling operations, including pullback of the pipe testing, cleanup and restoration are satisfactorily complete and a continuous pipe is installed without defects. 3.13 OPEN CUT CROSSING OF N.E. COACHMAN RD. (SR 590) (Item 13) A. Measurement 1. Measurement for payment for the installation of the steel casing and carrier pipes will be on a lump sum basis between the limits as shown on the Drawings and as specified herein. B. Payment 1. Payment for furnishing and installing the various materials required and outlined in the Bid Form, or where directed on the Drawings or where approved by the Engineer, will be made for the respective quantities as determined above, which price and payment shall be full compensation for: - shop drawing preparation; - supply and installation of new pipe, fittings, tracer wire, casing spacers, end seals and materials; saw cutting and removal of sidewalks, driveways, curbs, curb and gutter and permanent pavement; - excavation, backfill, sheeting, shoring, bracing, dewatering; - site clearing; 6349-79520/04/23/12 01025-10 TPA S:\CLWATER\RO Plant 1 Specs 100%\01025_100%.doc ! , � ' � �J ' � � J ' � � � ' � � ' � 2012 CDM Smith All Rights Reserved - bedding rock (pipe bedding), pipe, fittings, pipework; - restrained joints; - concrete cradle and encasement; - installation and removal of plugs and bulkheads; - short tunneling; - rock and boulder excavation; - protection, repair and replacement of utilities and house services; - temporary and permanent fence restoration; - permanent base and pavement restoration associated with traverse pavement crossings; - lawn and landscaping replacement; - protection, trimming and replacement of culverts and other storm sewerage facilities; - temporary and permanent driveway and sidewalk replacement; - reconstruction and regrading of road shoulders and ditches; - temporary and/or permanent pavement replacement;, or temporary base course to grade; - furnishing suitable backftll material, if required - disposal of surplus excavated material and debris; - protection of existing structures and utilities; - relocation of underground or overhead utilities; - providing reconnection to new utility services for existing services; - construction of temporary utilities; - erosion and sedimentation control; - crossing of storm ditches and streams; - temporary bypass pumping and piping; - cleaning, flushing, pigging, testing (tracer wire and pressure tests) and certifying of pipelines; - sodding, seeding or restoration to grade as shown on the Drawings; - restoration and repairs; and all work required for a full, operable and complete installation. - polyethylene encasement of all ductile iron fittings and appurtenances and restrained joints 2. Payment shall also fully compensate the Contractor for any other Work that is not specified or shown but which is required to complete the work as shown on the Drawings and as specified herein. . 3. No payment for open cut crossing shall be made until installation; testing, cleanup and restoration are satisfactorily complete. 3.14 MATERIALS TESTING ALLOWANCE (Item 14) A. Payment under this bid item shall be in accordance with Payment of General Conditions. Payment of materials testing fees will be based on the actual invoiced amount from the independent testing laboratory to substantiate the actual fees. Payment shall be made to compensate the CONTRACTOR for employing and paying the services of the independent testing laboratory as specifed in Section Na Supplemental Technical Specifcations Section 01410and to perform all testing specifically indicated on the Contract Documents or .specified in the Technical Specifications. 3.15 SOD RESTORATION (Item 15) A. Measurement 1. This is a contingency bid item that may or may not be used on the project. For Sod Restoration as Directed by the Owner or the Owner's Authorized Project Representative, the CONTRACTOR shall furnish and place any sod approved by the ENGINEER in writing and 6349-79520/04/23/12 � 102,5-1 1 TPA S:ICLWATERIRO Plant 1 Specs 100%101025_100%.doc 0 2012 CDM Smith All Rights Reserved not specifically included under various Contract items. The work and materials shall conform to the requirements of Technical Specifications B. Payment 1. The yuantity of sod, in square yards, to be measured will be as directed by the OWNER 2. Payment for sod will be made at the unit bid price per square yard. 3.16 CONCRETE DRNEWAY RESTORATION (Item 16) A. Measurement 1. This is a contingency bid item that may or may not be used on the project. For Concrete Driveway Restoration as Directed by the Owner or the Owner's Authorized Project Representative, the CONTRACTOR shall furnish and place any concrete approved by the ENGINEER in writing and not specifically included under various Contract items. The work and materials shall conform to the requirements of Technical Specifications B. Payment 1. The quantity of concrete driveway, in square yards, to be measured will be as directed by the OWNER 2. Payment for concrete driveway will be made at the unit bid price per square yard. 3.17 CONCRETE SIDEWALK RESTORATION (Item 17) A. Measurement 1. This is a contingency bid item that may or may not be used on the project. For Concrete Sidewalk Restoration as Directed by the Owner or the Owner's Authorized Project Representative, the CONTRACTOR shall furnish and place any concrete approved by the ENGINEER in writing and not specifically included under various Contract items. The work and materials shall conform to the requirements of Technical Specifications B. Payment 1. The quantity of concrete sidewalk, in square yards, to be measured will be as directed by the OWNER 2. Payment for concrete sidewalk will be made at the unit bid price per square yard. 3.18 CONCRETE CURB RESTORATION (Item 18) A. Measurement 1. This is a contingency bid item that may or may not be used on the project. For Concrete Curb Restoration as Directed by the Owner or the Owner's Authorized Project Representative, the CONTRACTOR shall furnish and place any concrete approved by the ENGINEER in writing and not specifically included under various Contract items. The work and materials shall conform to the requirements of Technical Specifications B. Payment 1. The quantity of concrete curb, in linear feet, to be measured will be as directed by the OWNER 2. Payment for concrete curb will be made at the unit bid price per linear feet. 6349-79520/04/23/12 01025-12 TPA S\CLWATER\RO Plant 1 Specs 100°k101025_100% doc � 0 2012 CDM Smith All Rights Reserved , 3.19 ASPHALT PAVING RESTORATION (Item 19) r �� ' � r � � � , ' L� , ' � CJ � A. Measurement 1. This is a contingency bid item that may or may not be used on the project. For Asphalt Paving Restoration as Directed by the Owner or the Owner's Authorized Project Representative, the CONTRACTOR shall furnish and place any concrete approved by the ENGINEER in writing and not specifically included under various Contract items. The work and materials shall conform to the requirements of Technical Specifications B. Payment 1. The quantity of asphalt paving, in square yards, to be measured will be as directed' by the OWNER 2. Payment for asphalt paving will be made at the unit bid price per square yard. 3.20 UNDERDRAIN RESTORATION (Item 20) A. Measurement 1. This is a contingency bid item that may or may not be used on the project. For Underdrain Restoration as Directed by the Owner or the Owner's Authorized Project Representative, the CONTRACTOR shall furnish and place any concrete approved by the ENGINEER in writing and not specifically included under various Contract items. The work and materials shall conform to the requirements of Technical Specifications B. Payment 1. The quantity of underdrain, in linear feet, to be measured will be as directed by the OWNER 2. Payment for underdrain curb will be made at the unit bid price per linear feet. 3.21 EXCAVATION BELOW NORMAL GRADE AND BEDDING ROCK REFILL (Item 21) A. Measurement 1. This is a contingency bid item that may or may not be used on the project. Measurement of excavation below normal grade and refill for open cut trench excavation will extend only downward from the elevation 6-in. below the pipe invert to a depth as a) shown on the Drawings, or if not shown on the Drawings b) determined by the ENGINEER and for a width as defined or approved by the ENGINEER. 2. If the trench bottom is below gade through error by the CONTRACTOR, or if improper drainage softens the subgrade and additional excavation in the trenches is required before laying the pipe, such removal and replacement of material will not be measured for payment. 3. No material which may run or flow into the excavation from outside the payment limits, shall be measured for payment. 4. Measurement by truck count will not be permitted. 5. Bedding rock placed outside the above limits will not be measured for payment. B. Payment 1. Payment for excavation below normal grade and bedding rock refill will be made for the quantity as above determined at the price per cubic yard established in the Bid Form, which price and payment shall be full compensation for sheeting, dewatering, excavation, rock and boulder removal, and disposal of all materials below normal grade, furnishing and placing bedding rock refll and all work incidental thereto, for which separate payment is not provided under other items in the Bid Form. 6349-79520/04/23/12 01025-13 TPA S:ICLWATER\RO Plant 1 Specs 100%\01025_100%.doc � � 2012 CDM Smith All Rights Reserved 3.22 ROCK AND BOULDER EXCAVATION A. Measurement and Payment 1. No separate measurement and payment shall be made for rock and boulder excavation. Rock is to be excavated as specified in Section Na Supplemental Technical Specifications Section 02213. 3.23 TEST PITS A. Measurement and Payment 1. Payment for location of existing utilities and locating unknown utilities is included in the bid form as part of each applicable item. The full cost of the work required to verify and supplement the information provided on the drawings, which is based on the best available information, shall be included in the applicable item. 3.24 OWNER'S CONTINGENCY (Item 22) A. Payment under this bid item shall be in accordance with General Conditions. This is a contingency bid item that may or may not be used for this project. This bid item is solely for the OWNER's use in the payment for changes in the Work where such changes have been approved per the Contract Documents. END OF SECTION 6349-79520/04/23/12 01025-14 TPA S:\CLWATER\RO Plant 1 Specs 100%\01025_100%.doc ' ' � ' ' LJ � ' � � ' ' ' ' 0 2012 CDM Smith All Rights Reserved SECTION 01410 TESTING AND TESTING LABORATORY SERVICES PART 1 - GENERAL 1.01 REQUIREMENTS INCLUDED A. CONTRACTOR will employ and pay for the services of an Independent Testing Laboratory to perform all testing specifically indicated on the Contract Documents or specified in the Specifications. OWNER or ENGINEER may also elect to have additional testing performed at OWNER's expense. When OWNER or ENGINEER elect to perform additional testing, CONTRACTOR shall coordinate with OWNER's or ENGINEER's personnel. B. Correction of any deficiencies revealed by testing performed by CONTRACTOR, OWNER, or ENGINEER shall be performed by CONTRACTOR at no additional cost to OWNER. 1.02 CONTRACTOR'S RESPONSIBILITIES A. Cooperate with laboratory personnel, provide access to Work. B. Secure and deliver to the laboratory adequate quantities of representational samples of materials proposed to be used and which require testing. C. Provide to the laboratory the preliminary design mix proposed to be used for concrete, and other materials mixes which require control by the testing laboratory. D. Materials and equipment used in the performance of work under this Contract are subject to inspection and testing at the point of manufacture or fabrication. Standard specifications for quality and workmanship are indicated in the Contract Documents. T'he ENGINEER may require the CONTRACTOR to provide statements or certificates from the manufacturers and fabricators that the materials and equipment provided by them are manufactured or fabricated in full accordance with the standard specifications for quality and workmanship indicated in the Contract Documents. All costs of this testing and providing statements and certificates shall be a subsidiary obligation of the CONTRACTOR, and no extra charge to the OWNER shall be allowed on account of such testing and certification. E. Furnish incidental labor and facilities: ' 1. To provide access to Work to be tested. 2. To obtain and handle samples at the Project site or at the source of the product to be ' � ' tested. 3. To facilitate inspections and tests. 4. For storage and curing of test samples. PART 2 - PRODUCTS (NOT USED) PART 3 - EXECUTION (NOT USED) END OF SECTION 6349-79520/4/24/12 01410-1 TPA S:\CLWATER\RO Plant 1 Specs 100%\01410 100%.doc � 0 2012 CDM Smith All Rights Reserved (THIS PAGE INTENTIONALLY LEFT BLANK) 6349-79520/4/24/12 01410-2 TPA S:\CLWATER�RO Plant 1 Specs 100%\01410 100°k.doc ' � ' u G ' ' ' ' ' � � ' � 2012 CDM Smith All Rights Reserved SECTION 02157 JACK AND BORE UNDER ROADWAY PART 1 — GENERAL 1.01 SCOPE OF WORK A. Furnish all labor, equipment, materials, and incidentals required and install pipe and sleeve by jacking under N. Belcher Road at the location shown on the Drawings. 1'he work shall be done in strict accordance with the requirements of the Pinellas County as shown on the Drawings and as specified herein. All work must be done in keeping with standards of the Fiorida Department of Transportation Manual of Uniform Minimum Standards for Design, Construction and Maintenance for Streets and Highways, Roadway and Tra�c Design Standards, Section 556 of Florida Department of Transportation Standard Specifications for Road and Bridge Construction, AASHTO and by Pinellas County. B. Prior to installing the jacking sleeve, retain at CONTRACTOR's own expense the services of a competent civil and/or geotechnical engineer with 5-years demonstrated experience in the design and installation of jacking sleeves, pipes and appurtenances. The aforementioned engineer shall, prior to submittal as required under Paxagraph 1.03 below, approve and affix his/her stamp to the CONTRACTOR's drawings and design concept for the jacking. The drawings and design concept shail include but not be limited to the dewatering, soil stabilization, jacking pits, jacks, reaction blocks, excavation and support systems and installation schedule. The CONTRACTOR's engineer shall avail himself of all the available information contained on the contract drawings and herein and shall be responsible for making whatever additional investigations of the site and the conditions thereon that he/she may deem necessary. C. Continuously keep the jacking pits' subgrade free from ground and surface waters during the operation and shall be prepared to implement additional groundwater control on short notice as directed by the ENGINEER. Observed water levels prior to construction are to be at least 1-ft below the invert elevation of the jacking pits. Dewatering will be necessary not only for the pits, but along the entire length of the casing and must be addressed in the submittal per paragraph 1.01, B. Groundwater control along and at the face of the jacking sleeve shall include chemical grout stabilization as required. ' D. Be fully responsible for inspecting the location where the pipes are to be installed and shall familiarize himself with the conditions under which the work will be performed and with all necessary details as to the orderly prospective of the work. The omission of any details for the ' satisfactory installation of the work in its entirety which may not appear herein, shall not relieve the CONTRACTOR of full responsibility. ' , ' C�' E. Prepare to work at night and on Saturday and Sunday, if required to complete the work. After the operation has begun, work continuously (24 hours a day) until the complete length of pipe has been installed. Standby pumping systems and a source of standby power shall be maintained at all times. F. If any movement or settlement occurs which causes or might cause damage to existing structure over, along or adjacent to the work, immediately stop any or all work except that which assists in making the work secure and in preventing further movement, settlement or damage. Resume jacking only after all necessary precautions have been taken to prevent further movement, 6349-79520/4/24/12 �215%-1 TPA S:\CLWATER\RO Plant 1 Specs 100%102157_100%.doc � 2012 CDM Smith All Rights Reserved settlement or damage and shall repair the damage, at CONTRACTOR's own cost and tv the satisfaction of the ENGINEER. G. Conform with all requirements of the Pinellas Count Right of Way Utilization Permit. (Refer to Appendix C.) 1.02 RELATED WORK A. Concrete and reinforcing steel is included in Section N— Technical Specifications -6 and 8 B. Excavation and Support Systems is included in Section Na Supplemental Technical Specifications Section 0231 l. C. Dewatering is included in Section N— Technical Specifcations — 12 D. Backfill is included in Section N— Technical Specifications — 14 1.03 SUBMITTALS A. Submit, in accordance with Section III — 6.11, at least 3 weeks prior to the scheduled start of any jacking operations, as evidence of compliance with the requirements of this Section. 1. Stamped drawings and calculations as specified in Paragraph 1.01 above. 2. Shop Drawings showing size, location and design calculations for reaction blocks and jacking pits. 3. Number and capacities of jacks. 4. Size, arrangement and installation of soil stabilization and dewatering equipment. 5. Detailed description of equipment, materials, sequence and procedures for jacking both steel sleeve with shield and interceptor pipe including provisions for standby and backup equipment. 6. Revisions to shop drawings, as necessary to accommodate field conditions and/or comply with the Specifications herein. B. Acceptance of the submitted material by ENGINEER does not indicate acceptance of responsibility for the means and methods of construction. Be totally responsible for the entire jacking operation. 1.04 REFERENCE STANDARDS A. American Society for Testing and Materials (ASTM) 1. ASTM A53 - Standard Specification for Pipe, Steel, Black and Hot-Dipped, Zinc-Coated, Welded and Seamless. 2. ASTM C32 - Standard Specification for Sewer and Manhole Brick (Made from Clay or Shale). 3. ASTM C144 - Standard Specification for Aggregate for Masonry Mortar. 4. ASTM C I 50 - Standard Specification for Portland Cement. 5. ASTM C207 - Standard Specification for Hydrated Lime for Masonry Purposes. B. American Water Works Association (AWWA) 1. AWWA C200 - Steel Water Pipe 6-in (150mm) and Larger. 2. AWWA C203 - Coal-Tar Protective Coatings and Linings for Steel Water Pipelines - Enamel and Tape - Hot-Applied. 3. AWWA C206 - Field Welding of Steel Water Pipe. 6349-79520/4/24/12 �215%-2 TPA S:ICLWATER\RO Piant 1 Specs 100%\02157 100%.doc l J ' � � ' ' ' ' �J 0 2012 CDM Smith All Rights Reserved C. American Welding Society (AWS) D. Where reference is made to one of the above standards, the revision in effect at the time of bid opening shall apply. PART 2 — PRODUCTS 2.01 MATERIALS NOTE: Verify O.D. and thickness. A. 28-in O.D, steel sleeves shall have a minimum yield strength of 35,000 psi, have a 0.344=in minimum thickness as shown on the Drawings and conform to AWWA C200 and ASTM A53. Steel sleeves shall be painted inside and outside with two coats bitumastic enamel coating paint in accordance with AWWA C203. B. Ductile iron pipe shall be as shown on the Drawings and as specified in Section N— Technical Specifications — 41.2.2.and in Section Na — Technical Specifications 02622 and 15100. HDPE conduit shall be as shown on the Drawings and specified in Section Na — Technical Specifications Section 02623. C. Brick bulkheads shall be of sound, uniformly burned brick conforming to ASTM C32, Grade stainless steel. , D. Mortar shall consist of 1 part cement, 1/4 part lime and 2 parts sand. Sand shall comply with ASTM C144; lime shall comply with ASTM C207, Type S; cement shall comply with ASTM C150, Type II. ' ' � ' � ' � E. Non-shrink cement grout shall consist of a mixture of about 1 part cement to 6 parts sand which shall be subject to increase or decrease in the amount of cement necessary or as permitted, to provide good flowing characteristics. F. The CONTRACTOR shall furnish and insta11304 SS casing spacers on the carrier pipes as described below. The casing spacers shall be Cascade Model CC5396-690-905-8 or approved equal. Casing spacers shall be spaced a maximum of seven (7) feet apart along tlie length of the carrier pipe with one casing spacer within three (3) feet of each side of a pipe joint and the rest evenly spaced. Wood skids are not permitted. PART 3 — EXECUTION 3.01 JACKING PITS A. The pits shall be shaped with steel sheet piling or other materials that shall be of adequate strength. Braced steel sheeting shall be used to support the sides of the excavation for the pits. B. Furnish, install and remove, to the extent reyuired, thrust blocks or whatever provisions may be required in driving the sleeves and pipes forward. C. Steel rails or beams embedded in the concrete shall be used in the pit for placement and alignment ' of each piece of steel sleeve or ductile iron pipe during installation operations. 6349-79520/4/24/12 �21 5%-3 TPA S:\CLWATERIRO Plant 1 Specs 100%�02757_100%.doc r 0 2012 CDM Smith All Rights Reserved D. Be fully responsible for the removal of the pits including the breaking up, removing and disposing of concrete, if so required, or cutting off of sheeting and furnishing and placing screened gravel fill to the normal subgrade as may be required following the installation operations. 3.02 JACKING OPERATIONS A. Be fully responsible for preventing the occurrence of voids outside the jacking sleeve and if they occur, fill them with cement grout. In order to minimize the amounts of voids produced during excavation in the forward end of the sleeve, the use of a jacking shield shall be required. B. Immediately following the jacking operation, pressure grout the jacked section to fill all voids existing outside of the jacked sleeve. Grouting shall be from the interior of the sleeve through grouting holes. C. Proper alignment and elevation af the sleeves or pipes shall be consistently maintained throughout the jacking operation. D. Use a jacking ring consisting of either steel or concrete construction. This jacking ring will allow the jacking pressure to be distributed evenly around the wall of the jacking pipe. E. The use of a jacking frame shall also be required. It shall be fabricated from structural steel members and shall be designed to distribute the stresses from the jacks evenly to the jacking ring. F. Steel sleeve sections shall have beveled ends with a single Groove and shall be full penetration butt welded on the outside of the sleeve in accordance with the applicable portions of AWWA C206 and AWS D7.0 for the field welded water pipe joints. All joints of the steel sleeve shall be butt welded prior to being subject to the jacking operation. The welded joints shall be wire brushed and painted with bitumastic enamel coating in accordance with AWWA C203. G. After the sleeve has been completely installed, thoroughly clean the interior. Place within the sleeve, the pipe using wooden skids bound together with steel banding as shown on the Drawings. H. After the pipe is installed with the sleeve and prior to the placement of sand fill, conduct a leakage test on pipe as designated by the ENGINEER. Any leaks which are discovered during the testing phase shall be repaired to the satisfaction of the ENGINEER. I. Brick bulkheads 8-in wide minimum shall be installed at each end of the sleeve after the pipe has been installed. The portion of the pipe passing through the brick bulkhead shall be wrapped with three layers of 15 ib asphalt impregnated felt before the bulkhead is constructed. END OF SECTION 6349-79520/4/24/12 02157-4 TPA S:\CLWATER\RO Plant 1 Specs 100%102157 100°h.doc ' , ' ' ' � 2012 CDM Smith All Rights Reserved SECTION 02213 ROCK AND BOULDER EXCAVATION PART1-GENERAL 1.01 SCOPE OF WORK A. The CONTRACTOR shall furnish all labor, materials, eyuipment and incidentals required and perform excavation and disposal of rock and boulders in open cut trench excavation. at no additional cost to the OWNER. � B. Rock and boulder excavation shall mean the removal of rock in open cut trench excavation which, in the opinion of the ENGINEER, requires for its removal, wedging, sledging, cutting, or barring. Rock and boulder excavation shall be made in accordance with the "Typical Trench" ' detail for pipes and as shown on the Drawings, or determined by the ENGINEER at no additional cost to the OWNER. ' ' ' ' 1 , , ' , ' ' C. Blasting will not be permitted. 1.02 RELATED REQUIREMENTS A. The Contract Documents include, but are not limited to, the following related requirements: 1. Excavation For Underground Work Section N Technical Specifications. Section 5. 2. Backfll . Section N Technical Specifications- 14 PART 2 — PRODUCTS 2.01 MATERIALS A. Gravel fill shall meet the specifcations and gradation requirements as specified in FDOT No. 89 coarse aggregate. PART 3 — EXECUTION 3.01 DISPOSAL AND REPLACEMENT OF ROCK A. Excavated rock and boulder material exceeding 6-inches in diameter shall not be used for backfilling unless otherwise approved. Rock of 3-1/2 - 6-inches in diameter can be used in the fill material except for the following exceptions; maximum of 1-1/2-inches within 12-inches of a pipeline and a maximum of 2-inches within 12-inches of a road subgrade or a structure. Rock and boulder material disposed by wasting shall be replaced by suitable excavation. Approved borrow to supply any deficiency of backfll shall be provided at no additional cost. B. Excavated rock that meets the criteria for FDOT No. 89 stone may be processed and used for pipeline or structure bedding material, subject to the approval of the ENGINEER. Backfilling is further specifed in Section N Technical Specifications -5. END OF SECTION 6349-79520/4/23/12 �22,13-1 TPA S:ICLWATER\RO Plant 1 Specs 100%\02213_100%.doc ' � 2012 CDM Smith All Rights Reserved (THIS PAGE INTENTIONALLY LEFT BLANK) 6349-79520/4/23/12 02213-2 TPA S:\CLWATERIRO Planl 1 Specs 100%\02213 100%.doc ' , � ' , L � ' �J ' ' , , ' ' ' ' ' �� 2012 CDM Smith All Rights Reserved SECTION 0231 I EXCAVATION SUPPORT AND PROTECTION PART 1 - GENERAL 1.01 SCOPE OF WORK A. The work specified in this Section includes requirements for excavation and support of temporary excavations, and trenches. The CONTRACTOR shall design, furnish, install, and maintain a system of steel sheeting supports, including all bracing and associated items, to retain excavations in a safe manner and to control ground movements. Upon completion of the required construction the system of support shall be removed or cut and left in place as noted herein and the excavation and staging area sites restored as discussed herein. B. The work shall include site grading; fencing and signing; construction staging areas; design and construction of excavation support systems; design and construction of thrust blocks; disposal of excavated material, surface water, and ground water; backfilling; and site restoration. Work shall include all labor, materials, and equipment required to complete excavation support. C. Retain the services of a professional engineer registered in the State of Florida to prepare excavation support and protection system designs and submittals described herein. D. Work shall include the design, equipment, materials, installation, protection, and monitoring of geotechnical instrumentation required to monitor the performance of the excavation support system as required herein. E. All excavations and steel sheeting support system shall conform to applicable OSHA excavation, trenching, and shoring standards which are contained in the U.S. Code of Federal Regulations 29 (C.F.R.) 1926.650-1926.653, other federal, state or local requirements. In the event of a conflict, comply with the more restrictive applicable requirements. 1.02 DESIGN REQUIREMENTS A. The design of the temporary steel sheeting excavation support system is the responsibility of the CONTRACTOR. The design calculations and drawings shall be prepared, stamped and signed by a Professional Engineer registered in the State of Florida, who is experienced in designing similar excavation support systems. B. Design the temporary steel sheeting excavation support system in accordance with requirements of this Section. These criteria are the minimum acceptable standards. C. All underground utility lines shall be identified, located, and protected from damage or displacement. Utility companies and other responsible authorities shall be contacted to locate and mark the locations and, if they so desire, direct or assist with protecting the underground installation. When required, the CONTRACTOR shall obtain an excavation permit from the local authority having jurisdiction prior to the initiation of any excavation work. D. Design excavation support systems in accordance with all OSHA requirements and other local and agency requirements. 6349-79520/4/23/2012 02311-1 TPA S:\CLWATER\RO Plant 1 Specs 100°�\02311_100°h.doc � 2012 CDM Smith All Rights Reserved E. Design the support system to minimize horizontal and vertical movements and to protect adjacent structures and utilities from damage. F. Excavations below the level of the base of any adjacent foundation or retaining wall shall not be permitted unless the design of the excavation and bracing includes an analysis of the stability of the structure supported by the foundation and as necessary, incorporates required bracing/underpinning of the foundation. G. For support systems in which bracing is installed between opposite sides of the excavation, design the excavation support of both sides to be nearly the same as feasible. H. Where necessary to resist point loads, pipe piles used as soldier piles shall be filled with concrete with a compressive strength not less than 3,000 psi. The strength of the concrete shall not be considered in design of the pipe pile for bending stress. I. Design, install, operate, and maintain ground water control system to control ground water inflows, prevent piping or loss of ground, and maintain stability of the excavation. Refer to the requirements of Section 02140. J. Design review and field monitoring activities by the OWNER or by the ENGINEER shall not relieve the CONTRACTOR of his/her responsibilities for the work. K. If sheet piles are used near any existing structures, vibration levels shall be monitored by the CONTRACTOR with seismographs. 1.03 SUBMITTALS A. Submit to the ENGINEER in accordance with Section Section III-6.11, Shop Drawings and design calculations for the CONTRACTOR-designed steel sheeting excavation support system stamped by a Professional Engineer in the State of Florida. Submittals shall indicate the following, as a minimum: B. Shop Drawings shall include: 1. Provide overall plan layout of the system, as shown on contract drawings, indicating clearances, dimensions, material properties, member sizes, locations, spacing and penetrations depth of all members, locations of various types of lateral supports. Indicate existing and proposed utilities, structures or other obstruction, location and type of instrumentation and monitoring points within the area of influence of the excavation. 2. Provide wall elevations and locations of all bracing. 3. Show the overall sequence of installation and removal of bracing, indicating levels to which the work will be carried out before bracing is installed or removed. 4. Method of preloading bracing (if required) and the preload for each member, and the method of locking-off the preload. Include detailed drawings of the connections, jacking supports and method of shimming. 5. Details, layout, arrangement, equipment requirements, and method of construction of the proposed steel sheeting excavation support system. 6. Procedures for resolving difficulties arising from misalignment of inembers exposed during excavation, and criteria for implementing those procedures. 6349-79520/4/23/2012 �23 1 1-2 TPA S:ICLWATER\RO Plant 1 Specs 100%\02311_100%.doc � 2012 CDM Smith All Rights Reserved C. Design calculations shall include: 1. Loads on the excavation support system for all stages of excavation, bracing removal, and concrete placement, including material and equipment loads on adjacent ground during construction. 2. Design of wall and all bracing members including all details for all stages of construction. Design shall account for water pressures associated with flood conditions. D. Submit quality control measures as required to ensure that the performance of the excavation support system is consistent with the requirements herein. E. Submit welder qualifications and weld procedures in accordance with AWS D1.1. F. Submit CONTRACTOR's and Design Engineer's qualifications as described herein. G. At least one copy of the design shall be maintained at the job site during excavation that includes a , plan indicating the sizes, types, and configurations of the materials to be used in the protective system, and the identity of the registered engineer who approved the design. ' H. Do not proceed with any support of excavation or protection activities until the submittal has been reviewed by the ENGINEER for compliance with the Contract Documents and for general compatibility with the work and with accepted engineering practices. 1 ' , I. CONTRACTOR's Design Engineer's documentation shall include: 1. Periodic on-site inspections of excavation support system as the systems are constructed. 2. Review of quality control measures and performance data. 3. Certification that the excavation support system is constructed per the applicable design following completion of each support system and following any modifcations by CONTRACTOR during construction. 1.04 QUALITY ASSURANCE , A. Regulations: Perform all work in accordance with current applicable regulations and codes of all Federal, State and local agencies. ' B. The CONTRACTOR shall have at least 5 years of experience with work compatible to the Work shown and specified, employing labor and supervisory personnel who are similarly experienced in this type of Work. �_ 1 � ' ' ' � C. The CONTRACTOR's Design Engineer shall be a Registered Professional Engineer in the State in which the work is located with at least 5 years professional experience in the design and construction of support of excavation systems and shall have completed not less than 5 successful excavation support projects of equal type, size, and complexity to that require for the work. PART 2 - PRODUCTS 2.01 MATERIALS A. Soldier piles and structural steel members shall conform to ASTM A572 or ASTM A242 unless approved otherwise. All steel conforming to ASTM A 572 shall be Grade 36 or better. No members with permanent deformations are to be provided. Members shall not be spliced unless approved by the ENGINEER. 6349-79520/4/23/2012 02311-3 TPA S:ICLWATER\RO Plant 1 Specs 100°h\02311_100%.doc � 2012 CDM Smith All Rights Reserved B. Pipe piles used as soldier piles shall conform to ASTM A252, Grade 36, or better. C. Steel sheet piling shall conform to ASTM A328 or ASTM A572 or ASTM A690. All steel sheet piling conforming to ASTM A 572 shall be Grade 36 or better. D. Concrete shall conform to Section 03300 or AST'M C33 and ASTM C150. E. All timber shall be structural grade with a minimum allowable flexural strength of 1100 psi. Timber lagging shall be at least 3 inches thick and free of large or loose knots. PART 3 - EXECUTION 3.01 GENERAL A. Commence installation of support system and excavations only after shop drawings have been reviewed by the ENGINEER for conformance with the contract documents and for general compatibility with the work and with accepted engineering practices. B. Methods of construction for excavations shall be such as to ensure the safety of the Work, CONTRACTOR's employees, ENGINEER, and OWNER's employees and inspectors, the public and adjacent property and improvements, whether public or private. C. Before beginning construction at any location of this project, adequately protect existing structures, utilities, trees, shrubs, and other existing facilities. The repair of or compensation for damage to existing facilities shall be at.no additional cost to the OWNER. D. As a minimum, place fencing, gates, lights, and signs as necessary around the excavations and staging areas to provide for public safety. E. Install excavation support systems in accordance with the approved shop drawings and applicable permits. F. All voids between excavation support system and earth shall be filled with materials acceptable to the ENGINEER. G. If unstable material is encountered during excavation, all necessary measures shall be taken immediately to contain it in place and prevent ground displacement. H. If settlement or deflections of supports indicate that support system requires modification to prevent excessive movements, redesign and resubmit revised shop drawings and calculations to the ENGINEER at no additional cost to the OWNER. I. Sufficient quantity of material shall be maintained on site for protection of work and for use in case of accident or emergency. J. All welding shall conform to the applicable provisions of ANSUAWS D1.1. 6349-79520/4/23/2012 02311-4 TPA S\CLWATERIRO Plant 1 Specs 100%\02311_100%.doc ' � 2012 CDM Smith All Rights Reserved ' 3.02 PORTABLE TRENCH BOXES ' , u � A. Portable trench boxes or sliding trench shields may be used for the protection of workers only. B. Additional excavation, backfilling, and surface restoration required as the result of trench box use shall be at no additional cost to the OWNER. C. Trench boxes or shields shall be designed, constructed, and maintained to meet acceptable engineering and industry standards. D. Shields shall be installed in a manner to restrict lateral or other hazardous movement of the shield in the event of the application of sudden lateral loads. E. A copy of the trench box manufacturer's specifications, recommendations, and limitations shall be in written form and maintained at the job site during all excavation work. , 3.03 STEEL SHEET PILING l_ J , ' A. Install steel sheet piling with the minimum embedment depths as shown on the shop drawings. B. Drive sheeting in plumb position with each sheet pile interlocked with adjoining piles for its entire length so as to form a continuous diaphragm throughout the length of each run of wall, bearing tightly against original ground. Exercise care in driving so that interlocking members can be extracted without damaging adjacent structures or utilities. The methods of driving, cutting, and splicing shall conform to the shop drawings. C. Use templates or other temporary alignment facilities to maintain piling line. D. Prior to installation, the sheet piles shall be thoroughly cleaned and inspected for defects and for � proper interlock dimensions. The CONTRACTOR shall provide a tool for checking the interlock dimensions. ' ' � �J � ' � , E. Each sheet pile shall have sufficient clearance in the interlocks to slide, under its own weight, into the interlock of the sheet pile previously placed. F. Excavation shall not be carried in advance of steel sheet piling installation. G. Where obstructions are anticipated, pre-excavation or pre-drilling along the sheet pile wall alignment shall be conducted at no additional cost to the OWNER. Pre-excavation and pre-drilling shall not extend below the lowest excavation level or into bearing soils for existing or future structures. H. Obstructions encountered before the specifed embedment for piles shall be removed. Where obstructions cannot be removed, the sheet pile system shall be re-evaluated by the CONTRACTOR's Design Engineer for the resulted reduced embedment and additional toe stability measure implemented, as required or for realignment of the sheet pile wall. A submittal of the proposed measures shall be provided. I. Damaged piling or piling with faulty alignment shall be withdrawn and new piling driven properly in its place. The cost of such additional work shall be considered as part of the pile driving and shall be borne by the CONTRACTOR. 6349-79520/4/23/2012 02311-5 TPA S:\CLWATER\RO Plant 1 Specs 100°b\02311 100°�.doc O 2012 CDM Smith All Rights Reserved 3.06 INTERNAL BRACING A. Provide internal bracing to carry maximum design load without distortion or buckling. B. Include web stiffeners, plates, or angles as needed to prevent rotation, crippling, or buckling of connections and points of bearing between structural steel members. Allow for eccentricities caused by field fabrication and assembly. C. Install and maintain all bracing support members in tight contact with each other and with the surface being supported. Wood shims shall not be used. D. Coordinate excavation work with installation of bracing. Excavation shall extend no more than 2 feet below any brace level prior to installation of the bracing. E. Use procedures that produce uniform loading of bracing member without eccentricities or overstressing and distortion of inembers of system. 3.07 REMOVAL OF EXCAVATION SUPPORT A. Removal of excavation support system shall begin at, and progress from, the bottom of the excavation. Members shall be released slowly as to note any indication of possible failure of the remaining members or possible cave-in of the sides of the excavation. B. Backfilling shall progress together with the removal of support systems from excavations. C. Do not remove vertical support members that were installed within the zone of influence of new or existing structures or pipelines. The zone of influence is defined as a zone extending down and away from the outer edge of the structure at 1 horizontal to 1 vertical or from the centerline of the pipe. Support members installed within this zone shall be cut off at a minimum of 5 ft below finished grade and abandoned in place. D. No untreated wood shall remain as part of the abandoned portion of the work. E. Remove material of the excavation support system from the site immediately. END OF SECTION 6349-79520/4/23/2012 02311-6 TPA S:\CLWATER\RO Ptant 1 Specs 100%\02311_100%.doc � � � � 2012 CDM Smith All Rights Reserved PART 1 — GENERAL 1.01 SUMMARY SECTION 02413 HORIZONTAL DIlZECTIONAL DRILLING � A. The CONTRACTOR shall furnish all labor, equipment, and materials necessary to install pipelines by horizontal directional drilling (HDD) at the locations shown on the Contract Documents. � � ' � � r r ' � �I � B. The Work of this section includes all labor, machinery, construction equipment and appliances required to perform in a good workmanlike manner all directional boring and HDPE or Restrained Joint PVC pipe installation as shown on the Contract Documents. C. The directional boring scope shall include, but not be limited to, steerable directional boring equipment, operator control cabin, mud plant, entry and exit pits, pumps, hoses, and other equipment, sheeting, location signs as required, and miscellaneous appurtenances to complete the entire Work as shown on the Contract Drawings. Directional boring operations shall be performed within the right-of-way and/or easements shown on the Contract Drawings. All work must be done in general accordance with standards of the Florida Department of Transportation Manual of Uniform Minimum Standards for Design, Construction and Maintenance for Streets and Highways, Roadway and Traffic Design Standards, Section 555 of Florida Department of Transportation Standard Specifications for Road and Bridge Construction, AASHTO and by Pinellas County. D. The ENGINEER has relied upon a geotechnical investigation report for general information purposes only and the report is not part of the Contract Documents. The CONTRACTOR shall examine the site and or undertake his own soil borings prior to submitting his bid, taking into consideration all conditions that may affect his work. The OWNER and ENGINEER will not assume responsibility for variations of subsurface conditions at locations other than places shown and at the time the investigation was made. The CONTRACTOR is cautioned of the potential for inadvertent returns, depending on the water table depth at the time of drilling and the potential for loss of circulation during drilling operations. 1.02 RELATED WORK A. High density polyethylene (HDPE) pipe and fttings are included in Section Na Supplemental Technical Specifications Section 02623. B. Restrained Joint Polyvinyl Chloride (PVC) pipe and fittings are included in Section Na Supplemental Technical Specifications Section 02622. 1.03 DEFINITIONS A. Annular Space: The space between the excavated HDD final reamed bore diameter and the product pipe or cable. 6349-79520/4/23/2012 02413-1 TPA S:\CLWATER\RO Plant 1 Specs 100°�\02413_100%.doc � 2012 CDM Smith All Rights Reserved B. Bent Sub: A section of drill pipe behind the cutting tools that is inclined at an angle at one to three degrees from the a�cis of the bore in the desired direction of steering. The bent sub allows steering while rotating the cutting tools. C. Drilling Fluid/Mud: A mixture of water, bentonite, and/or polytners continuously pumped to the drilling tools to facilitate the removal of soil cuttings, and stabilization of the bore. These fluids also cool the cutting tools and lubricate the drill pipe and product pipe string. D. Drill String: The total length of the drill pipe in the borehole. E. Drilling ToolBit: Any tool or system of tools which excavates at the face of a bore. F. Entry Pit: The location where the pilot bore initially penetrates the ground surface and where the HDD rig is positioned. G. Exit pit: The location where the pilot bore exists the ground surface. H. Horizontal Directional Drilling: A surface-launched, guided, steerable drilling system used for the trenchless installation of pipes, conduits, and cables. A pilot bore path is excavated in a shallow arc from a surface-launched drill rig. Excavation takes place with fluid assisted cutting from a drilling tool on the drill string. The pilot bore is directed by the positioning of a bent sub. Tracking of the drill string is achieved by using a downhole wireline survey tool which shall be augmented by using an energized wire grid at the surface. The bore is filled with drilling fluid/mud for stabilization, to cool the cutting tools, and to mix the cuttings into a slurry, which is circulated to the entry point where solids are removed before the drilling fluids are returned to the bore. The bore path is enlarged with subsequent reaming passes until the desired diameter is achieved. The product pipe, conduit, or cable is then pulled into the fluid-stabilized bore hole. I. HDD Work Plan: Written descriptions, together with sketches, profile drawings, schedules, and other documents defining CONTRACTOR's plans and procedures for horizontal directional drilling. This HDD Work Plan also includes a detailed inadvertent return and subsidence analysis and any changes proposed to the boring lengths, depths, entry/exit pit locations or angles. J. Inadvertent Return — Uncontrolled flow of drilling fluid/mud to the surface at a location other than the entry or exit pit. In certain conditions, this may also be known as hydrofracture or frac- out. K. Geotechnical Investigation Report: A report which provides the geotechnical boring locations and logs, geotechnical and environmental laboratory data results, and testing procedures. The report is provided for information purposes only and is not part of the Contract Documents. L. Obstruction: Any hard object lying completely or partially within the design pathway of the bore and pipe that prevents further advancement of the drill pipe, pre-reamer, reamer, and/or pipe, after all reasonable CONTRACTOR attempts to advance past the object or re-drill around the object have failed. M. Pilot Bore: The action of creating the frst guided pass of the HDD process which is then reamed in one or more passes to the size required to allow pullback of the pipe. N. Pullback: The part of a horizontal directional drilling process in which the drill pipe, swivel, and product pipe or cable is pulled back through the bore to the entry. 6349-79520/4/23/2012 O24I3-Z TPA S:\CLWATER\RO Plant 1 Specs 100%\02413_100%.doc � � � � � � r � ' � � � ' � � 2012 CDM Smith All Rights Reserved O. Pullback Loads: The loads (forces) applied to a drill string and product pipe during the pullback process. In addition to the tensile pullback loads, bending, buckling and combination loads must be considered in design. P. Reamer: A cutting tool pushed or pulled through the borehole in order to enlarge the pilot bore hole to a diameter sufficient for the installation of the product pipe. Q. Settlement Point: A point with elevation and spatial location established by survey prior to construction. The point is re-surveyed periodically to monitor ground movements. The point may be a nail, pin, subsurface settlement rod, borehole extensometer, or other device that can be readily located and surveyed. 1.04 REFERENCE SPECIFICATIONS, CODES AND STANDARDS A. API Bulletin 13D, 1985. Bulletin on the Rheology of Oil-Well Drilling Fluids, Second Edition, Dallas, Texas, American Petroleum Institute. B. API Recommended Practice 13B-1, 1990. Standard Procedures for Field Testing Water-Based Drilling Fluids, First Edition, Dallas, Texas, American Petroleum Institute. C. API Specifications 13A, 1993. Specification for Drilling Fluid Materials, Fifteenth Edition, Dallas, Texas. American Petroleum Institute. D. ASTM F1962 — Use of Maxi-Horizontal Directional Drilling for Placement of Polyethylene Pipe or Conduit Under Obstacles, Including River Crossings. E. Horizontal Directional Drilling Good Practices Guidelines, Latest Edition, HDD Industry Consortium, 300pp. F. IADC Drilling Manual, 1992. Eleventh Edition, Houston, Texas, International Associated of Drilling Contractors. G. Installation of Pipelines Beneath Levees Using Horizontal Directional Drilling, US Army Corps of Engineers, Waterways Experiment Station, Final Report, CPAR-GL-98-1, April 1998. H. Installation of Pipelines Beneath Levees Using Horizontal Directional Drilling, US Army Corps of Engineers, Waterways Experiment Station, Final Report, CPAR-GL-98-1, April 1998. I. Installation of Pipelines by Horizontal Directional Drilling, Pipeline Research Committee, American Gas Association, PR-227-9424, April 1995. J. Pipeline Design for Installation by Horizontal Directional Drilling, ASCE Manuals and reports on Engineering Practice No. 108, 2005. K. Pressure Pipelines Design for Water and Wastewater, American Society for Civil Engineers, 2°a ed., 1992. L. Tables for Hydraulic Design of Pipes and Sewers, American Society for Civil Engineers, 5�' ed., 1990. 6349-79520/4/23/2012 02413-3 TPA S:\CLWATER\RO Plent 1 Specs 100%\02413 100%.doc � 2012 CDM Smith All Rights Reserved 1.05 SUBMITTALS A. Following is the summary of information to be included in shop drawing submittals required for the HDD Work. All submittals must be signed and sealed by a licensed Professional Engineer registered in the State of Florida. The CONTRACTOR may combine submittals at his discretion but at a minimum the following information must be addressed and provided for review. 1. Contact Grouting Plan 2. Contingency Plan for Remediation of Potential Problems 3. Disposal of Spoils and Drilling Fluids Plan 4. Equipment Layout Plan 5. Inadvertent Return and Surface Spill Contingency Plan 6. Horizontal Directional Drilling Work Plan 7. Ma�cimum Allowable Drilling Fluid Pressure Calculations 8. Methods, Equipment, and Materials Description Plan 9. Pipe Filling Methods and testing 10. Protection of Adjacent Structures and Facilities Plan 11. Pipe Stress Calculations 12. Pullback Calculations 13. Qualifications 14. Radius of Curvature Confirmation 15 Rig Capacity Plan 16. Safety Plan 17. Schedule 18. Soil Separation Plan 19. Surveying Equipment and Procedures 20. As-built pilot bore profile 21. Daily logs and records 22. Certified Work Zone Traffic Plan B. In addition to other requirements indicated throughout this Specifcation, the following sections describe the above required submittals in more detail. Submittals shall be in accordance with the requirements of the Specifications, providing sufiicient detail to allow the ENGINEER to judge whether or not the proposed equipment, materials, and procedures will meet the Contract requirements. The ENGINEER's review of submittal details and data will be based on considerations for the completed Work, utilities, and the possibility of necessary delays in the execution of the Work to be constructed under this Contract. Review and acceptance of the CONTRACTOR's submittals by the ENGINEER shall not be construed in any way as relieving the CONTRACTOR of its responsibilities under this Contract. 1. The CONTRACTOR shall submit all Shop Drawings to the ENGINEER. Unless otherwise noted, all Shop Drawings shall have been reviewed and accepted by the ENGINEER prior to CONTRACTOR's mobilization. All Drawings shall be legible with dimensions accurately shown and clearly marked in English. C. Contact Grouting Plan: The CONTRACTOR shall submit descriptions of inethods, equipment, and materials to be used for contact grouting any areas where over-excavation, aborted bores, voids, or cavities are created or encountered during construction. D. Contingency Plan for Remediation of Potential Problems: The CONTRACTOR shall submit a Contingency Plan for Remediation of Potential Problems that may be encountered during the drilling operations. The contingency plans shall address the observations that would lead to the discovery of the problem and the methods that would be used to mitigate the problem. Potential problems that shall be addressed in this Plan include, but are not limited to, the following: 6349-79520/4/23/2012 02413-4 TPA S:\CLWATER\RO PIan11 Specs 100°h\02413_100%.doc � OO 2012 CDM Smith All Rights Reserved � � � �J � � � � � � 1. 2. 3. 4. 8. 9. 10 11 Loss of returns/loss of circulation of drilling fluids. Inadvertent returns/hydrofracture or surface spills resulting in drilling fluids entering water or reaching the surface. Stand-by equipment shall be provided by the CONTRACTOR to recover fluids. Turbidity barriers or other appropriate methods of containing and clean-up shall be part of the stand-by equipment to minimize dispersion in the event that drilling fluids reach the surface. Encountering obstruction during pilot bore or reaming/pullback. Drill pipe or product pipe cannot be advanced. Deviations from design line and grade exceed allowable tolerances. Drill pipe or product pipe broken off in borehole. Product pipe collapse or excessive deformation. Utility strike. Deviation from planned bore path. Hydrolock occurs or is suspected. Excessive ground settlement or heave. E. Disposal of Spoils and Drilling Fluids Plan: The CONTRACTOR shall submit Plans for disposal of waste materials resulting from the pipeline construction, including drilling fluids, cuttings, waste oil, fuel, discharge water, etc. The CONTRACTOR shall identify the disposal site and submit a letter indicating willingness and legal authority to accept the described and anticipated waste products. F. Equipment Layout Plan: The CONTRACTOR shall submit a plan which provides sketches depicting the layout and locations of equipment within the rig side work area and pipe side work area, including any proposed drilling fluid containment and recirculation pits. The CONTRACTOR shall confirm that all operations shall be completely contained within the permanent and temporary construction easement shown on the Contract Documents. G. Horizontal Directional Drilling. Work Plan: The CONTRACTOR shall submit a HDD Work Plan complete with drawings and written description identifying details of the proposed method of constr-uction and the sequence of operations to be performed during construction including placement, entry and exit points, method of attachment and pullback of bundled carrier pipes. 1. The Plan shall include a detailed plan and profile of the bore, showing utilities and structures and plotted at a scale no smaller than one inch equals 40 feet horizontal and one inch equals four feet vertical. Any proposed deviations from the CONTRACT DOCUMENTS shall be shown. H. Inadvertent Return and Surface Spill Contingency Plan: An Inadvertent Return and Surface Spill Contingency Plan shall be prepared for the installation of the pipeline using HDD and the CONTRACTOR shall be capable of implementing the plan immediately should an Inadvertent Return or Surface Spill occur during the HDD work. The CONTRACTOR shall submit letter signed by an authorized representative of CONTRACTOR confrming that the Plan will be followed. If required by permit conditions, CONTRACTOR shall revise the Plan as necessary to satisfy the associated regulatory agency. I. Maximum Allowable Drilling Fluid Pressure Calculations: The CONTRACTOR shall submit calculations identifying the critical downhole pressure that would cause hydrofracture or inadvertent return of drilling fluid. The calculations shall identify the critical points in the alignment beneath the channel and near the exit point where the soil cover above the bore is low. The calculations shall identify all parameters used and state all assumptions made in the calculations. The calculations shall be signed and sealed a licensed Professional Engineer registered in the State of Florida. The CONTRACTOR is cautioned that the typical installation of � 6349-79520/4/23/2012 02413-5 TPA S:\CLWATER\RO Plant 1 Specs 100%\02413_100%.doc � 2012 CDM Smith All Rights Reserved the HDD pipelines from 3-feet to 6-feet of cover may result in a high risk of inadvertent return depending on the water table at the time of drilling and/or excessive drilling fluid pressure which could cause damage to existing pavement/sidewalk. Methods, Equipment, and Materials Description Plan: The CONTRACTOR shall submit detailed description of inethods, equipment, and materials to be used for the pipeline installation. Descriptions of drilling fluid additives shall be accompanied by Materials Safety Data Sheets (MSDS) and Manufacturers' descriptions and warranties. Descriptions of equipment shall include Manufacturers' specifications, calibrations, appropriate drawing, photographs, and descriptions of any modifications since manufacture. This plan shall also include the CONTRACTORs means for complying with all local noise ordinances. K. Pipe Filling Methods: The CONTRACTOR shall submit methods and procedures for filling the pipe with water during pull back and testing, if applicable, see requirements in paragraph 3.05, I, 10. L. Pipe Stress Calculations: The CONTRACTOR shall submit calculations for pipe stresses expected to result from the pullback, bending, fluid buckling loads, earth loads, groundwater loads, and any other installation and service loads expected to be exerted on the pipe. All assumptions used in the calculations, including the radius of curvature, assumed drilling fluid weights, whether pipe is assumed to be filled or empty during pullback, and temperature shall be provided. These calculations shall be signed and sealed by a licensed Professional Engineer registered in the State of Florida. M. Protection of Adjacent Structures and Facilities Plan: For sections of pipe installed by HDD with maximum depths less than 15-feet provide two (2) copies of pre-construction video detailing adjacent utilities, structures, roadways and sidewalks. For sections of pipe installed by HDD with maximum depths greater than 15-feet, the CONTRACTOR shall submit a plan that provides details on measures to be taken to monitor and protect adjacent utilities, structures, roadways and sidewalks, and provide details on monitoring equipment and provisions, including the layout of all settlement points and other monitoring points. Provide two (2) copies of pre-construction video, pre-construction survey of adjacent structures and photogaphs with captions to document pre-construction conditions prior to beginning HDD construction. N. Pullback Calculations: The CONTRACTOR shall submit calculations for pullback loads for the conditions and operating practices anticipated. These calculations shall be signed and sealed by a licensed Professional Engineer registered in the State of Florida. O. Qualifications: The CONTRACTOR shall submit written documentation of HDD superintendent and key personnel experience in accordance with Paragraph 1.07A and 1.07B. P. Radius of Curvature Confirmation: The CONTRACTOR shall confirm that the bore can be completed using the radius of curvature and geometry shown on the Contract Drawings along with the calculations showing that installation stresses do not exceed allowable pipe stresses. Q. Rig Capacity Plan: The CONTRACTOR shall submit a plan which provides details on the capacity of the drill rig verifying that the pullback capacity is greater than the required pullback calculated and submitted by the CONTRACTOR under paragraph 1.OSN. R. Safety Plan: The CONTRACTOR shall submit a Safety Plan, including the name of the CONTRACTOR's Site Safety Representative, emergency telephone numbers for medical facilities, and precautions for handling and disposal of any hazardous or flammable materials. 6349-79520/4/23/2012 02413-6 TPA S:\CLWATER\RO Plant 1 Specs 100%\02413_100%.doc � i � � � O � � 0 2012 CDM Smith All Rights Reserved The Safety Plan shall include a code of safe practices and an emergency plan in accordance with OSHA and Florida/OSHA requirements. S. Schedule: At least fifteen (15) working days prior to mobilization for HDD operations, the CONTRACTOR shall submit a detailed schedule for the HDD installation showing all major construction activities and durations, with beginning and completion dates shown and Risk Mitigation Meetings as specifed in paragraph W. The schedule shall be updated at least every week or more frequently, as directed by the ENGINEER, and shall include: 1. "One call" utility locate requests and visual confirmation of all crossing utilities and all parallel utilities within the vicinity of the bore centerline. 2. Rig mobilization and setup. 3. Pilot bore drilling. 4. Pre-reaming and reaming. 5. Layout and thermal butt-fusing of pipe. 6. Pressure testing of pipe prior to pullback. 7. Final reaming and pullback of pipe. 8. Pressure testing of pipe after installation. 9. MandreUpig test to confirm deformations of pipe are within allowable tolerances. 10. Cleanup, surface restoration, and demobilization. T. Soil Separation Plan: The CONTRACTOR shall submit details on the pump and soil separation plant. Include dimensions, manufacturer's specifications, pump capacity, noise rating, and soundproofing details on the system. l. Pump capacity should be specified for water at sea level elevation, and adjusted for actual elevation and fluid viscosity. 2. Provide details on the generator, including dimensions, noise ratings at twenty-five (25) feet, and soundproofing. Confirm that the generator and other on-site equipment can be operated without exceeding the maximum allowable noise tolerances specified in the Contract Documents. U. Surveying Equipment and Procedures: The CONTRACTOR shall submit records of equipment � calibrations and certifcations for all equipment used for downhole surveys and tracking of the drill head. Procedures for operating the downhole survey tools shall be described, including measures to verify the accuracy of the equipment readings. V. The following shall be submitted as construction progresses and at the completion of construction. 1. Daily Logs and Records: The CONTRACTOR shall submit complete, legible, written daily � logs and records as specifed in Paragraph 1.07C and as directed by the ENGINEER, by noon of the following day to which the records correspond. 2. Drilling and Reaming Rates: The CONTRACTOR shall submit maximum drilling speeds � and reaming rates for pilot bore and each reaming pass and confirm that the pump capacity is adequate for these anticipated drilling rates for the mud and/or drilling fluid weights and viscosities anticipated. These shall be submitted to the ENGINEER on a daily basis. � 3. Drilling Fluid Viscosity and Density (Mud Weight): The CONTRACTOR shall submit measured mud and/or drilling fluid weights used during pilot boring and reaming of the bore measured at a minimum of three times per shift or at least once per 200 feet of drilled or � reamed length, whichever is more frequent, with at least two (2) hours between readings. 4. Pilot Bore As-Built Profile: The CONTRACTOR shall submit an as-built profile of the pilot bore within 24 hours of completion of the pilot bore. � � 6349-79520/4/23/2012 02413-7 TPA S:ICLWATER\RO Plant 1 Specs 100%102413_100%.doc � 2012 CDM Smith All Rights Reserved 5. Pressure Test Records: The CONTRACTOR shall submit all pressure test records for both the pre-installation and post-installation tests. These shall be submitted within 24 hours of completion of such tests. 6. Variations in Plan and Profile: The CONTRACTOR shall document any variations between the actual Contract Drawings and profile of the bore path and the location shown on the Contract Drawings. The CONTRACTOR shall natify in writing and by telephone the ENGINEER immediately upon discovery of any deviations. W. Risk Mitigation Meetings: At least ffteen (15) working days prior to specifed HDD segments of the work, , the CONTRACTOR and HDD superintendent shall attend a risk mitigation meeting with representatives of the ENGINEER and OWNER for each HDD crossing to discuss major operations milestones. 1. The construction segments of the work requiring a risk mitigation meeting include the following: a. Work within right-of-way of each road including City, County and State roadways of N. Saturn Ave., N. Hercules Ave, Keene Rd., NE. Coachman Rd, N. Belcher Rd., Old Coachman Rd., and Drew St. b. Work between Stations 67+00 to 74+00 (Wetland) c. Work between Stations 96+65 to 103+41 (County R/W) d. Work between Stations 112+00 to137+00 (Sharkey Road and Old Coachman R/W where adjacent to closed landfill) e. Work between Station 141+25 to 141+75 (Progress Energy Hot Oil Pipeline) 2. The risk mitigation meetings will include a discussion of the following as a minimum: a. Traffic Control b. Rig mobilization and setup. c. Pilot bore drilling. d. Pre-reaming and reaming. e. Layout and thermal butt-fusing of pipe, if applicable £ Pressure testing of pipe prior to pullback, if applicable. g. Final reaming and pullback of pipe. h. Pressure testing of pipe after installation. i. MandreUpig test to confrm deformations of pipe are within allowable tolerances. X. Certified Work Zone Traffic Control Plan: The CONTRACTOR shall submit a control plan for all proposed traffc lane or sidewalk diversions or closures as outlined in Section IV — Technical Specifications - 44. Plans shall depict detailed sequences and requirements for traffic control devices required, dimensioned positions of all devices, and pavement striping. Before construction of any work in the public right-of-way, the CONTRACTOR must coordinate with City of Clearwater, FDOT, and Pinellas CounTy as applicable for all traffc lane diversions or closures and obtain their permits or written approvals. 1.06 PERFORMANCE REQUIREMENTS A. The CONTRACTOR shall provide all equipment, materials, and personnel necessary for completing the installation as shown on the Contract Drawing and specified herein. The equipment and materials shall include but are not limited to: 1. Directional drilling rig with all ancillary equipment, including drill pipe, drilling fluid, cutting tools, reaming bits, swivels, expanders, motors, pumps, hoses, mixing equipment, drilling fluid processing equipment (cuttings separation equipment), downhole survey equipment, energized surface grid tracking system, fluid pressure and flow rate monitoring equipment, spare parts, pipe handling equipment (cranes, backhoes, rollers, side boom tractors) control equipment, and office equipment. 6349-79520/4/23/2012 02413-8 TPA S:\CLWATER\RO Plant 1 Specs 100%\02413 100°�.doc � LJ , ' � l .� � � � � � � � 2012 CDM Smith All Rights Reserved 2. Drilling fluids, water, fuel, lubricant, polymers, or other additives. 3. Any other expendable or reusable materials, supplies, and equipment needed for the installation. B. 1'he drilling equipment shall be capable of advancing through the geologic conditions to be encountered at the site, as described by the geotechnical investigation reports and as anticipated by the CONTRACTOR. C. The drilling fluid shall be designed for the geologic conditions to be encountered at the site, as described in the geotechnical investigation report and as anticipated by the CONTRACTOR. D. The drilling system shall include a fluid pump and separation plant that can achieve the rates of drilling fluid pumping, spoil separation, and slurry cleaning reyuired by the CONTRACTOR to achieve planned production rates for the soils described in the geotechnical investigation report, and as anticipated by the CONTRACTOR. Shaker screens and hydrocyclones may be required for efficient separation of spoils. The CONTRACTOR is advised that the separation plant must fit within the allowable Work areas shown on the Contract Drawings. E. All spoil and slurry must be contained in trucks, tanks, approved recirculation pits, or other containers at all times. Dumping of spoil or slurry on the ground, discliarge into sewers, or discharge into the water bodies will not be permitted. All spoils will be transported and disposed of off-site at an approved disposal facility that meets all State of Florida and local requirements. F. Perform all Work within Work areas shown on the Contract Drawings. G. The pipeline shall be installed using the radii of curvatures and entry and exit angles as specified herein, unless shown otherwise on the Contract Drawings, unless deviations are approved in writing by the ENGINEER. H. The backwash water and RO concentrate pipelines shall be installed with 6-feet of sepazation unless otherwise indicated on the contract plans. Vertical separation from existing utilities shall be a minimum of 18 inches unless otherwise noted. Refer to contract plans for horizontal separation requirements. � I. For sections of pipe that are fused/welded pipe rollers and lifters will be required to help the transition of the carrier pipe into the bore and to minimize the pull force. The number of pipe rollers and lifters shall be determined by the CONTRACTOR in accordance with the pipe � supplier's recommendations. Location and spacing of the rollers and lifters will be done in accordance with the pipe manufacturer's recommendations based on bend radius and to protect pipe during pullback over hard or sharp surfaces. ' � ' J. It shall be the CONTRACTOR's sole responsibility that all Work is done in confortnance with all applicable federal, state, and local safety requirements. Required safety equipment and procedures shall be employed by the CONTRACTOR at all times. All materials and methods of construction shall meet the applicable requirements of the State of Florida Administrative Code. K. The pipe shall be certified by the CONTRACTOR as meeting all requirements of the Contract Documents. The fused/welded fabricated pipe will be pressure-tested by the CONTRACTOR prior to pullback. All installed in place carrier pipe will be pressure tested by the CONTRACTOR after installation is completed. All pressure tests will be conducted in accordance with requirements specified in Section N Technical Speci�cations - 41.4 and the applicable pipe specifications sections in Section Na Supplemental Technical Specifications. � 6349-79520/4/23/2012 02413-9 TPA S\CLWATER\RO Plant 1 Specs 100%\02473_100°k.tloc c0 2012 CDM Smith All Rights Reserved L. The CONTRACTOR shall allow access to the OWNER and/or ENGINEER and shall furnish necessary assistance and cooperation to aid the ENGINEER in observations and data and sample collection, including, but not limited to the following: 1. The OWNER and/or ENGINEER shall have full access to the operator control container prior to, during, and following all HDD operations. This shall include, but not be limited to, providing visual access to real-time operator control screens, gauges, and indicators. 2. The OWNER and/or ENGINEER shall have full access to the slurry separation plant prior to, during, and following all HDD operations. This shall include, but not be limited to, full access to shaker screens, hydrocyclones, conveyor belts, and slurry and spoil holding tanks. The ENGINEER shall be allowed to collect soil samples from the shaker screens and/or spoil holding tanks on the slurry separation plant a minimum of once per installed pipe section, and whenever changes in conditions are observed or suspected. If requested, the CONTRACTOR shall assist in the collection of these samples as directed by the ENGINEER. M. CONTRACTOR shall comply with all local noise ordinances. Sound levels in excess of these values are sufficient cause to have the Work halted until equipment can be quieted to these levels. Work stoppage for excessive noise shall not relieve the CONTRACTOR of the portions of this Specification including, but not limited to completion of all Work within specified Contract Time and Contract Price. The CONTRACTOR shall submit a Plan prior to construction identifying all noise reduction/abatement procedures. The Plan will be reviewed by the ENGINEER prior to construction. 1. If mufflers cannot achieve the necessary noise reduction, noise abatement shall be accomplished by the CONTRACTOR's installation of baffles (or other acceptable means) positioned to break line-of-sight from the noise source to affected residences and/or commercial structures. Minimum noise abatement measures shall consist of equipping all engines with hospital grade mufflers or silencers. 1.07 QUALITY ASSURANCE A. CONTRACTOR Qualifications and Experience: The CONTRACTOR shall meet the following minimum qualifcations: 1. CONTRACTOR must be licensed in the State of Florida as an underground utility CONTRACTOR for a minimum of five (5) years. 2. The CONTRACTOR shall have at least fve (5) years of demonstrated successful experience installing pipelines by the means of HDD. 3. The CONTRACTOR must have successfully completed three (3) water or sewer projects where the carrier pipe was installed with HDD techniques meeting the following criteria. Experience of employees on past projects where subcontractors were hired to perform the HDD cannot be used to meet CONTRACTOR requirements. a. The carrier pipe must be restrained joint PVC (RJPVC). b The carrier pipe nominal diameter of at least 6-inches. c. Minimum length of SOO linear feet in a single pull through soil d. The depth at the deepest point shall be minimum of 5-feet. e. Contractor shall provide the following for each project: 1. Project Description 2. Pipe Size, Length, Material, DR 3. Bore Length 4. Soil Types 5. Owners' contact information 6. Engineers contact information 6349-79520/4/23/2012 02413-10 TPA S:\CLWATER\RO Plant 1 Specs 100°k\02413_100°�.doc � � � i � � � � � � � r ' ' , � � ' ' , 0 2012 CDM Smith All Rights Reserved 7. Change Orders 8. Scheduled Completion Date and Actual Completion Date 4. The CONTRACTOR shall have successfully completed one (1) water or sewer projects where the carrier pipe was installed with HDD techniques, meeting the following criteria. a. The carrier pipe must be HDPE pipe. b. Minimum carrier pipe nominal diameter of at least 6-inches. c. The depth at deepest point of HDD shall be at least 20-feet d Minimum length of SOO linear feet in a single pull through soil e. Contractor shall provide the following: 1. Project Description 2. Pipe Size, Length, Material, DR 3. Bore Length 4. Soil Types 5. Owners' contact information 6. Engineers contact information 7. Change Orders 8. Scheduled Completion Date and Actual Completion Date 5. The CONTRACTOR shall have successfully completed one (1) water or sewer proj ects where two or more carrier pipes were installed in parallel with separate bore holes using HDD techniques, meeting the following criteria. a. T'he carrier pipe must be HDPE or RJPVC pipe. b. The carrier pipe nominal diameter of at least 4-inches. c. Minimum length of 4001inear feet in a single pull through soil d. Contractor shall provide the following: 1. Project Description 2. Pipe Size, Length, Material, DR 3. Bore Length 4. Soil Types 5. Owners' contact information 6. Engineers contact information 7. Change Orders 8. Scheduled Completion Date and Actual Completion Date 6. The CONTRACTOR will be required to employ skilled, experienced superintendent(s), equipment operator(s) and personnel throughout the project. The superintendent for this project shall have at least five (5) years of successful experience using the HDD process, with at least one (1) project meeting the criteria identified in Paragraph 1.07A3. 7. The HDD equipment operator for this project shall have at least fve (5) years of successful experience using the HDD process, with at least one (1) project meeting the criteria identified in Paragraph 1.07A.3. B. The CONTRACTOR shall furnish resumes of the superintendent(s) and key personnel. Personnel experience records should include project names, locations, pullback lengths, ground conditions, pipe materials, project description, project OWNER, ENGINEER, and references with names, addresses, and telephone numbers. The superintendent listed in the submittal shall be on site during all construction related activities required for the HDD installation for this project. The CONTRACTOR shall not be allowed to alter their personnel assigned to the project without prior written approval from the ENGINEER and OWNER. C. Daily Logs and Records: Daily logs and records shall be maintained by the CONTRACTOR and shall include the following: 1. Drilling lengths. 2. Location of drill head. 6349-79520/4/23/2012 02413-11 TPA S:\CLWATERIRO Plant 1 Specs 100%102413_100%.doc � 2012 CDM Smith All Rights Reserved 3. Drilling fluid pressures and flow rates. 4. Drilling fluid losses. 5. Inadvertent returns. 6. Drilling times required for each pipe joint. 7. Any instances of retraction and re-drilling of the pilot bore or segments thereof 8. Any other relevant observations, including any observed settlement, heave, frac-outs, or surface spills. 9. The downhole annular drilling fluid pressures shall be measured and recorded throughout the pilot hole drilling. These records shall be maintained and provided daily to the ENGINEER. The position of the drill head shall be continuously tracked and recorded. A plot of actual locations of the bore path shall be maintained and updated daily, or more frequently, as directed by the ENGINEER. Pason or approved equal system shall be used for on/off site monitoring. These records shall be maintained and provided daily to the ENGINEER. D. Advance Notices and Inspections: The CONTRACTOR shall provide at least 72 hours advance written notice to the ENGINEER of the planned inspection of major drilling activities, including pilot bore launch, pre-reaming, reaming, and pipe pullback. The CONTRACTOR shall immediately notify the ENGINEER, in writing, when any signifcant problems are encountered or if ground conditions are considered by the CONTRACTOR to be materially and significantly different than those represented with the geotechnical investigation report. All Work by the CONTRACTORs shall be performed in the presence of the ENGINEER, unless ENGINEER grants prior written approval to perform such Work in ENGINEER's absence. E. Surveying Equipment and Procedures: All surveying equipment used for downhole surveying and tracking of the bore path and drill head shall be inspected and calibrated by the equipment manufacturer prior to use. Proof of this inspection and calibration shall be provided to the ENGINEER prior to commencement of drilling operations as specified in Paragraph 1.OSU. PART 2 — PRODUCTS 2.01 DRILLING FLUIDS A. The CONTRACTOR shall select drilling fluid mixture proportions to ensure continuous circulation, bore stability, reduce drag on the pipe, and completely fill the annular space between the bore and the pipe to control settlement. Management and disposal of drilling fluids shall be the CONTRACTOR's responsibility. Drilling fluids shall not be disposed of on-site or discharged to sanitary or storm sewers, or the waterways or adjacent wetlands. 2.02 DRILL PIPE A. The CONTRACTOR shall provide high quality drill pipes that have been inspected and determined to be adequate for the project requirements. Bent, racked, or fatigued drill pipes shall not be used. Threads must be in good condition. The length of each drill pipe shall be measured and recorded. 2.03 PIPE A. The CONTRACTOR shall provide and install carrier pipe in accordance with Section Na Supplemental Technical Specifications Section 02622 and Section 02623 as applicable. B. The pipe thickness must conform to the most conservative design with respect to design calculations for the critical combination of internal and external pressure, pullback and bending. 6349-79520/4/23/2012 � 02413-12 TPA S:\CLWATER\RO Plant 1 Specs 100%\02413_100%.doc � � i � � � L� � � � � 2012 CDM Smith All Rights Reserved The carrier pipe shall not be greater than the dimension ratio (DR) specified in Section Na Supplemental Technical Specifications Section 02622 or 2623 as applicable. 2.04 WATER A. The CONTRACTOR shall secure a suitable source of water, and shall be responsible for transporting, storing, and disposing of any water required. B. The source of water for the HDD operations is the OWNER' S potable water system. The OWNER will provide a hydrant meter. CONTRACTOR shall pay a refundable deposit fee for the hydrant meter which will be returned to the CONTRACTOR when the hydrant meter is returned to the OWNER. The CONTRACTOR shall be responsible for paying all associated water usage fees and providing all temporary piping, isolation valves, backflow preventer and connections for his use. PART 3 — EXECUTION 3.01 GENERAL A. The CONTRACTOR shall provide adequate control of surface water and drilling fluids drainage and runoff, and provide silt fences, hay bales, and wattles to prevent surface water or drilling fluids from being transported off-site. B, The CONTRACTOR shall not initiate HDD until all submittals as specified in Paragraph 1.05 are received, reviewed, and approved by the ENGINEER. C. The CONTRACTOR shall not initiate HDD until all required permits are obtained. Copies of all permits shall be provided to the ENGINEER prior to construction. D.� It is the CONTRACTOR's responsibility to provide barricades, fencing, or other safety measures to prevent public access into Work and staging areas. ' 3.02 PROTECTION OF UNDERGROUND UTILITIES � ' � ' ' A. The Contract Drawings show existing buried utilities that are believed to be near the directional drill alignment. There is no guarantee that these utilities are located as shown or that other utilities are not present. It will be the CONTRACTOR's responsibility to field locate all nearby utilities or other potential subsurface obstructions that may interfere with the Work. B. The CONTRACTOR shall notify "One Call" system to request marking of utilities that subscribe to One C�11, and shall individually notify all other known or suspected utilities to request marking of these utilities. The CONTRACTOR shall confirm that all requested locates are made prior to commencing drilling operations. CONTRACTOR shall make all diligent efforts to locate any unmarked or abandoned utilities using all available information, maps, and drawings. The CONTRACTOR shall visually confirm and stake all existing lines, cables, or other underground facilities including exposing all crossing utilities and utilities within twenty (20) feet laterally of the centerline of designed drilled path. C. The CONTRACTOR shall control drilling practices to prevent damage to existing utilities, existing pavement and sidewalks. 6349-79520/4/23/2012 02413-13 TPA S:ICLWATER\RO Plant 1 Specs 100°�102413 100%.doc 0 2012 CDM Smith All Rights Reserved D. The CONTRACTOR shall make diligent effort to locate surface evidence of any other potential subsurface obstructions, such as piers and piles. E. The CONTRACTOR shall be responsible for all losses and repairs occasioned by damage to underground utilities, structures and pavemenbsidewalks resulting from drilling operations. 3.03 WORK STAGING AREA A. Barricades, Warning Signs, and Lights: The CONTRACTOR shall, in accordance with approved Traffic and Safety Plans, erect appropriate barriers, warning lights, and signs, painted with approved colors, warnings, and graphics to ensure adequate warnings to personnel and the public. B. Combustible Materials: Combustible materials (fuel, oil, lubricants, etc.) shall be stored off-site or in a well-ventilated storage facility removed from the immediate vicinity of the drilling area by at least twenty (20) feet. C. Construction Impacts: The CONTRACTOR shall maintain the Work area in a manner that shall minimize adverse impacts on other public use activities. The CONTRACTOR shall proceed with Work in a safe, orderly manner, while maintaining the Work site free of debris and unnecessary equipment and materials. D. Control of Drilling Fluids: The CONTRACTOR shall follow all requirements of the Inadvertent Return and Surface Spill Contingency Plan as submitted and approved and shall control operational pressures, drilling mud weights, drilling speeds, and any other operational factors required to avoid hydrofracture fluid losses to formations, and control drilling fluid spillage. This includes any spillages or returns at entry and exit locations or at any intermediate point. All inadvertent returns or spills shall be promptly contained and cleaned up by the CONTRACTOR. The CONTRACTOR shall maintain on-site mobile spoil removal equipment during all drilling, pre-reaming, reaming, and pullback operations and shall be capable of quickly removing spoils. The CONTRACTOR shall immediately notify ENGINEER of any inadvertent returns or spills and immediately contain and clean up the return or spill. E. Removal of Temporary Facilities: At the completion of construction, the CONTRACTOR shall remove all temporary facilities installed by the CONTRACTOR. Unused soil, aggregate, and other materials shall be removed and disposed of at approved sites in accordance with Federal, State, and Local regulations. Any damage to streets, lawns, common areas, and sidewalks shall be restored to original or better conditions. All disturbed areas shall be sodded. F. Site Security: The CONTRACTOR shall install an enclosure fence around the Work area. The enclosure fence shall be adequate to prevent entry of unauthorized persons. G. Temporary Lighting: The CONTRACTOR shall procure and maintain all temporary lighting needed for CONTRACTOR's operations, safety, testing, and inspection. Temporary lighting shall be removed immediately after completion of construction. H. Work Staging: The CONTRACTOR shall be responsible for obtaining staging areas and all necessary approvals and permits for storage of equipment and materials, parking, drilling and other Work. See Section Na Supplemental Technical Specifications Section 01014 for additional requirements. 6349-79520/4/23/2012 02413-14 TPA S:ICLWATER\RO Plant 1 Specs 100%102413 100°h.doc , r � � r � � �i � , � � � � ' � 2012 CDM Smith All Rights Reserved I. Pipe Layout Staging Areas: 1. CONTRACTOR is responsible for securing all necessary permits and approvals for the use of the temporary staging area layout of the pipe. All costs associated with this shall be included in the CONTRACTOR's bid price. 3.04 MOBILIZATION A. The CONTRACTOR shall mobilize all equipment, materials, and personnel necessary to construct the carrier pipeline using the HDD process at the locations shown in the Contract Drawings. 1. Entry Area: The CONTRACTOR shall set up temporary workspace within the areas delineated on the Contract Drawings. Appropriate precautions and measures shall be employed by the CONTRACTOR to prevent erosion, surface drainage, and spillage of drilling fluids or other materials that could adversely impact the environmental quality of the site. Silt fences, hay wattles, and hay bales shall be used to line the Work area to minimize erosion and contain any spillage or runoff. Shovels, brooms, buckets, and barrels shall be kept on-site to facilitate containment and cleanup. A vacuum truck or trailer unit will be on standby and capable of responding within one hour to any spill or inadvertent return incident. 2. Exit Area; The exit area shall have appropriate precautions and measures for containing drilling fluids and cuttings. The CONTRACTOR shall use appropriate methods to minimize erosion and runoff. Containment and cleanup equipment shall be available to contain and clean up any surface spills and inadvertent returns. 3 Pipe Layout Area (if applicable): Layout area shall be free of stones, wood, debris, and obstructions. Pipe rollers shall be provided by the CONTRACTOR during the fusion process to facilitate pipe fusion and pullback. The pipe lay out area may not allow the entire length to be fused in a single length before start of pull-in. CONTRACTOR will plan work accordingly. The CONTRACTOR shall maintain access to all driveways unless written permission has been granted by the individual property owners. 3.05 HORIZONTAL DIRECTIONAL DRILLING A. Drill Rig Capacity: The capacity of the directional drilling system used by the CONTRACTOR shall be adequate to install the specified pipeline. B. Pump Capacity: The pumps used by the CONTRACTOR shall be adequate to supply the required flow rate and pressures at the anticipated drilling fluid viscosity at all times. Drilling speeds shall not exceed pump capacity. Drilling speeds shall be monitored continuously during �IDD operations. C. Bore Tracking and Monitoring: At all times during the pilot bore the CONTRACTOR shall provide and maintain a bore tracking system that is capable of accurately locating the position of the drill head in the x, y, and z axes. The CONTRACTOR shall record these data at least once per drill pipe length or every twenty (20) feet, whichever is less. 1. Tracking System: CONTRACTOR shall monitor and record x, y, and z coordinates relative to an established surface survey benchmark. . Where the pilot hole is less than 10-feet from the surface, a magnetic guidance system/walk-over system and/or a downhole wire line tracking locator system shall be installed from the entry point to the exit point. The guidance system may be supplemented by a"TruTracker" or equivalent tracking system at the CONTRACTOR's discretion. Where the pilot hole is greater than 10-feet from the surface, a downhole wire line tracking locator system shall be installed and shall be supplemented by a "TruTracker" or equivalent tracking system installed between the entry point and the exit 6349-79520/4/23/2012 02413-15 TPA S:ICLWATER\RO Plant 1 Specs 100%\02413_100%.doc , � 2012 CDM Smith All Rights Reserved 2 3. point. The coordinates of the surface wire grid system shall be surveyed and recorded. The grids shall be surveyed to establish horizontal and vertical position to 0.1 feet accuracy. Deviations between the recorded and design bore path shall be calculated and reported on the daily log. If the deviations exceed tolerances specified, such occurrences shall be reported immediately to the ENGINEER. The CONTRACTOR shall undertake all necessary measures to correct deviations and return to design line and grade. Drilling Fluid Pressures and Flow Rates: Drilling fluid pressures and flow rates shall be continuously monitored and recorded by the CONTRACTOR. The pressure shall be monitored at the pump. These measurements shall be made during pilot bore drilling, reaming, and pullback operations. Drilling Speeds: M�imum allowable drilling speeds shall be calculated by the CONTRACTOR for pilot boring and each reaming pass and shall not be exceeded for pilot boring or reaming passes. Measurements shall be taken every twenTy (20) feet or thirty (30) minutes, whichever is more frequent. Drilling Fluid Viscosity and DensiTy (Mud Weight): The CONTRACTOR shall measure and record drilling fluid viscosity and density at least three (3) times per shift or at least once per 200 feet of drilled and reamed length, whichever is more frequent with at least two (2) hours between readings, using calibrated Marsh funnel and mud balance. These measurements shall be included in daily logs submitted to the ENGINEER. The CONTRACTOR shall document modifcations to the drilling fluids, by noting the types and quantities of drilling fluid additives and the dates and times when introduced. The reason for the addition of drilling fluid additives or other modifcations shall be documented and reported. D. Location of Entry and Exit Points: Entry and exit points for some of the pipe segments for HDD are shown on the Drawings. Where entry and exit points are shown, they shall be constructed in the location shown, unless otherwise approved in writing by the ENGINEER or as shown on the approved HDD Work Plan. The CONTRACTOR shall employ experienced licensed surveyors registered in the state of Florida to locate the entry and exit points, and to establish horizontal and vertical datum for the bore and the pipe layout and fabrication areas. For pipe segments designated as HDD and no entry or exit points are shown on the Drawings, the CONTRACTOR will be required to show entry and exit points in the HDD Work Plan; see the requirements of paragaph 1.05, G. Entry / Exit pits shall not be located within tree drip lines without advance permission from the City. E. Entry and Exit Angles: Drill entrance angles shall be between 8 to 18 degrees and exit angles shall be between 5 to 12 degrees unless otherwise shown on the Contract Drawings or unless otherwise approved in writing by the ENGINEER. F. Pilot Bore: Typical installation of all HDD pipelines shall be between 3-feet to 6-feet of cover unless otherwise shown on the Drawings or required to provide minimum clearances of existing utilities and structures or required to minimize inadvertent returns and/or minimize excessive drilling fluid pressure which could cause damage to existing pavements/sidewalks. Contractor's attention is directed to the WH Data Table on Sheet G-1 and Survey shown on the Drawings indicating the vertical and/or horizontal location of buried utilities or structures. Contractor's attention is also directed to those utilities that have a depth such that the HDD borehole may be altered from the typical3 to 6-foot of cover to provide minimum clearance from these utilities or structures. Pull boxes for the 3-inch conduit shall be installed with a maximum distance of 500- feet. 1. Horizontal and Vertical Tolerances: Horizontal and vertical deviations shall be less than plus or minus two (2) feet from the design path centerline. The CONTRACTOR shall continuously monitor horizontal and vertical position and record the position at least once per drill pipe length, or at twenty (20) feet, whichever is less. 6349-79520/4/23/2012 02413-16 TPA S:\CLWATERIRO Plant 1 Specs 100%\02413_100%.doc , � �J ' ' � ' � 2012 CDM Smith All Rights Reserved 2. Radius of Curvature: The radius of curvature shall be calculated over the distance of three (3) drill pipe sections. The radius of curvature shall not be less than as follows, unless shown otherwise on the on the Contract Drawings or unless otherwise approved in writing by the ENGINEER: 3" HDPE 250 feet 6" HDPE 600 feet 8" HDPE 600 feet 6" RJ PVC 250 feet 8" RJPVC 250 feet 3. Entry and Exit Tolerances: The location of the entry and exit points shall be in accordance with the approved HDD Work Plan. The CONTRACTOR shall be solely responsible for all Work necessary to correct excessive deviations from line and grade, including redrilling, redesigning connections, and acquiring additional easement, at no additional cost to the OWNER and without schedule extension. � G. Pre-reaming and Reaming: The pilot bore shall be pre-reamed and reamed using equipment and methods submitted by the CONTRACTOR. The CONTRACTOR shall completely pre-ream the bore to the final diameter prior to pullback. � � r ' � � � ' ' ' ' H. Hydrostatic Pretest: For welded/fused pipe, the CONTRACTOR shall perform a low hydrostatic water pressure test in accordance with Section N Technical Specifications - 41.4 Tests and applicable sections of Section Na Supplemental Technical Specifications Sections 02622 and 02623, prior to pipe pullback. Pretests will not be required for restrained joint PVC pipe. I. Pipe Pullback: Q 7 � The pipe shall be installed by pulling it into the reamed bore path in a continuous operation, behind a final reaming tool selected by the CONTRACTOR. The pipe shall be isolated from excessive torsional and axial stresses by a swivel device. All measurements shall be made, recorded, and submitted on the daily logs during final reaming and pipe pullback. Pulling Loads: The maacimum pull (a�cial tension force) exerted on the carrier pipeline shall be measured continuously and limited to the maximum allowed by the pipe Manufacturer so that the pipe or joints are not overstressed. A factor of safety over the ma�cimum allowable is not required. Pipeline Support: The pipelines shall be adequately supported during installation so as to prevent overstressing or buckling. The CONTRACTOR shall provide adequate. support/rollers along the stringing area to support the required length of the carrier pipe for each bore. Such support/rollers shall be spaced according to the pipe supplier, and the rollers be comprised of a non-abrasive material arranged in a manner to provide support to the bottom and bottom quarter points of the pipeline allowing for free movement of the pipeline during pullback. The pipe layout area shall be cleared of all large stones, construction debris, or other foreign objects that could damage the piping during pullback. The leading end of the pipe shall be closed during the pullback operation, in accordance with the pipe supplier's recommendations. A pulling head shall be used that is rated at the allowable pull force capability of the pipe section being installed, in accordance with the pipe supplier's recommendations. Each length of pipe shall be inspected and cleaned as necessary to be free of debris immediately before joining. Tracer wire will be attached to the leading end of the pipe pulling head and shall extend the full length of the installed pipe. The CONTRACTOR shall at all times handle the carrier pipe in a manner that does not overstress or otherwise damage the pipe. Vertical and horizontal curves shall be limited to � 6349-79520/4/23/2012 02413-17 TPA S:\CLWATER\RO Plant 1 Specs 100%\024i3_100%.doc � 2012 CDM Smith All Rights Reserved manufacturer's recommended bend radius so that wall stresses do not exceed the allowable bending radius as recommended by the pipe supplier. If the pipe is buckled or otherwise damaged due to CONTRACTOR's acts or omissions, the damaged section shall be removed and replaced by the CONTRACTOR at his expense. The CONTRACTOR shall take appropriate steps during pullback to ensure that the carrier pipe and tracer wires will be installed without damage. 10. For HDPE DR 11 welded/fused pipe 6-inches and greater at depths of cover greater than 15- feet, the carrier pipe shall be filled with water as it enters the bore to reduce pullback loads and to ensure that adequate internal pressure is maintained at all points to counter balance external pressures. For all other installations of HDPE DR 11 and HDPE DR 9, the CONTRACTOR shall include the proposed plan if the pipe is to be empty or filled with water during pullback per the requirements of 1.05, L, K and N. 11. The CONTRACTOR shall monitor and inspect pipe rollers and method for suspending pipe at entry during the pullback operation to avoid damage to the pipe. 12. The CONTRACTOR shall cease operations if the pipe is damaged and shall remove the pipe from the bore and repair the pipe using the Manufacturer's recommended procedure or replace the damaged pipe before resuming installation. 13. Damage to the pipe resulting from installation or contact grouting is the responsibility of the CONTRACTOR, including costs for replacement and labor and materials at no cost to the OWNER. To confirm no damage to the pipe, upon completing of pullback and grouting, the CONTRACTOR shall perform the following test on the completed pipeline. a. A sphere or pig, one inch less in diameter than the internal diameter (including fusion beads) of the product pipe, which is capable of allowing water to pass through it, complete with a pulling cable on either side of sphere or pig, shall be pulled through the entire length of the pipeline. If the pig or sphere cannot pass through the pipe, it shall be considered collapsed and damaged and shall be replaced at no cost to the OWNER. Check Manufacturer's tolerance and fuse bead size. 14. After the carrier pipe is completely pulled through the bore, a sufficient period as recommended by the pipe Manufacturer shall be provided before the final pipe tie-in. I 5. Final Hydrostatic Test: The CONTRACTOR shall conduct a final hydrostatic test of the installed pipeline. Final test shall be in accordance with Section N Technical Specifications - 41.4 Tests and Section Na Supplemental Technical Specifications Section 02622 and 02623 as applicable. The CONTRACTOR shall repair any defects discovered during the test, and repeat until the pipe passes the test. Obstructions: The CONTRACTOR shall notify the ENGINEER immediately in the event that any obstruction is encountered that prevents further advancement of the drill pipe, or pullback of the pre-reamer, reamer, and/or pipe. The CONTRACTOR shall make all diligent and reasonable efforts to advance past the object by drilling slowly through the object, pulling back, and drilling along a new bore path that avoids the object, or excavating and exposing and removing the object, and all other reasonable attempts to continue the bore. The CONTRACTOR shall notify the ENGINEER or proposed measures to attempt to advance past the object, prior to initiating the attempt. If the CONTRACTOR attempts to pullback and re-drill, the CONTRACTOR shall adhere to line and grade tolerances established in this Specification section, unless the ENGiNEER approves variance, in writing, prior to the CONTRACTOR's attempt to re-drill. The CONTRACTOR and ENGINEER shall investigate the cause and together determine an appropriate response. Appropriate response may include revisions to equipment or methods, retraction and re-drilling of a portion of the bore, or abandonment of the hole. If abandonment is deemed necessary, the CONTRACTOR shall recover, to the extent practicable, any drill pipe, product pipe, and tools in the bore, and properly abandon the bore by contact grouting unless otherwise directed in writing by the ENGINEER. If the bore is abandoned, the CONTRACTOR shall be allowed to begin a second attempt to install the pipeline at an alternate location subject to 6349-79520/4/23/2012 02413-18 TPAS:\CLWATER\RO Plant t Specs 100%\02413_100%.doc � � ' ' � � � ' � � � � , 1 1 1 1 1 ' � 2012 CDM Smith All Rights Reserved approval, in writing, by the ENGINEER. The CONTRACTOR shall take all reasonable actions to complete the installation with minimal delays. K. Site Restoration and Demobilization: The CONTRACTOR shall remove all equipment, materials, drilling fluids, muck, waste, and debris from the site and restore the site to its original condition upon completion of the insta.11ation. Restoration and demobilization shall be completed by the CONTRACTOR within seven (7) calendar days of the completion of the pipeline installation. 6349-79520/4/23/2012 END OF SECTION 02413-19 TPA S:\CLWATER\RO Plani 1 Specs 100°h\02413_100%.doc � 2012 CDM Smith All Rights Reserved 6349-79520/4/23/2012 (THIS PAGE iNTENTIONALLY LEFT BLANK) 02413-20 TPA S�CLWATER�RO Plant 1 Specs 100%\02413 100% doc � 0 2012 CDM Smith All Rights Reserved ' � � � ' ' � � � �i � ' � ' L1 SECTION 02622 POLYVINYL CHLORIDE (PVC) PIPE AND RESTRAINED JO1NT PVC PIPE PART 1 - GENERAL 1.01 SCOPE OF WORK A. The CONTRACTOR shall furnish all labor, materials, equipment, and incidentals required to install polyvinyl chloride (PVC) pipe and restrained joint polyvinyl chloride (RJPVC) pipe and fittings complete, tested, and ready for use, as shown on the Drawings and as specified herein. The PVC pipe will be installed by open cut only. The RJPVC pipe included in this section will be installed by either open cut or horizontal directional drilling. B. All pressure pipe and fittings shall be restrained as specifed herein. 1.02 RELATED REQUIREMENTS A. Testing and cleaning of pipe are included in Section N Technical Specifcations-41. B. Dewatering and drainage are included in Section N Technical Specifications-12. C. Trenching, backf'illing and compaction are included in Section N Technical Specifications-14. D. Valves and appurtenances are included in Section N Technical Specifications-41 and Section Na Supplemental Technical Specifications Section 15100. E. Horizontal Directional Drilling (HDD) is included in Section Na Supplemental Technical Specifications, Section 02413. 1.03 SUBMITTALS A. The CONTRACTOR shall submit to the ENGINEER a list of materials to be furnished, and the names of the suppliers and the date of delivery of materials to the site. B. For open cut sections, submit shop drawings to the ENGINEER for review in accordance with Section III-6.11, showing the complete laying plan of all pipe, including all fittings, adapters, valves, and specials along with the MANUFACTURER's drawings and specifications indicating complete details of all items. The pipe details shall include a pipe class laying schedule which specifies pipe class, class coding, joints, station limits, and transition stations, and a list of abbreviated terms with their full meaning. The CONTRACTOR shall provide details of fittings to be furnished. The above shall be submitted to the ENGINEER for approval before fabrication and shipment of these items. The locations of all pipes shall conform to the locations indicated on the Drawings. In most cases, a certain amount of flexibility in the positioning of pipes will be allowed. Horizontal and vertical deflections may require beveled, special deflection; or short pipes. The deflections at joints shall not exceed 75 percent of that recommended by the MANUFACTURER. For HDD sections, see the HDD Work Plan requirements of Section N a Supplemental Technical Specifications Section 02413. ' 6349-79520/4/23/12 �262,2-1 TPA S:\CLWATER\RO Plant 1 Specs 100%\02622_100%.doc O 2012 CDM Smith All Rights Reserved C. Furnish in duplicate to the ENGINEER, prior to each shipment of pipe, submit MANUFACTURERs certification and certified test reports that the pipe and linings and coating for this contract was manufactured and tested in accordance with the ASTM and ANSUAWWA Standards specified herein.1.04 REFERENCE STANDARDS D. American Society for Testing and Materials (ASTM) l. ASTM D1784 - Specification for Rigid Poly (Vinyl Chloride) (PVC) Compounds and Chlorinated Poly (Vinyl Chloride) (CPVC) Compounds. 2. ASTM D1785 - Standard Specification for Poly (Vinyl Chloride) (PVC) Plastic Pipe, Schedules 40, 80, and 120. 3. ASTMD2241 — Standard Specification for Testing Materials 4. ASTM D2447 - Standard Specification for Polyethylene (PE) Plastic Pipe, Schedules 40 and 80, Based on Outside Diameter. 5. ASTM D2466 - Standard Specification for Poly (Vinyl Chloride) (PVC) Plastic Pipe Fittings, 7. 8. 9. 10 11. 12. 13. 15. 16. 17. 18, 19, 20, Schedule 40. ASTM D2467 - Standard Specification for Socket - Type Poly (Vinyl Chloride) (PVC) Plastic Pipe Fittings, Schedule 80. ASTM D2564 - Standard Specification for Solvent Cements for Poly (Vinyl Chloride) (PVC) Plastic Pipe and Fittings. ASTM D2657 - Standard Practice for Heat-Joining Polyolefin Pipe and Fittings. ASTM D 2837 -Standard Test Method for Obtaining Hydrostatic Design Basis for Thermoplastic Pipe Materials ASTM D2855 - Standard Practice for Making Solvent - Cemented Joints with Poly (Vinyl Chloride) (PVC) Pipe and Fittings. ASTM D 3139 — Standard Specification for Joints for Plastic Pressure Pipe Using Flexible Elastomeric Seals. ASTM D3261 - Standard Specification for Butt Heat Fusion Polyethylene (PE) Plastic Fittings for Polyethylene (PE) Plastic Pipe and Tubing. ASTM F438 - Standard Specification for Socket - Type Chlorinated Poly (Vinyl Chloride) (CPVC) Plastic Pipe Fittings, Schedule 40. ASTM F439 - Standard Specification for Socket-Type Chlorinated Poly (Vinyl Chloride) CPVC) Plastic Pipe Fittings, Schedule 80. ASTM F441 - Standard Specification for Chlorinated Poly (Vinyl Chloride) (CPVC) Plastic Pipe, Schedules 40 and 80. ASTM F 477 - Standard Specification for Joints for Plastic Pressure Pipes Using Flexible Elastomeric Seals ASTM F493 - Standard Specification for Solvent Cements for Chlorinated Poly (Vinyl Chloride) (CPVC) Plastic Pipe and Fittings. ASTM F593 - Standard Specification for Stainless Steel Bolts, Hex Cap Screws and Studs. ASTM F594 - Standard Specification for Stainless Steel Nuts. E. American Water Works Association (AWWA) 1. AWWA C110 - Ductile-Iron and Gray-Iron Fittings, 3-in through 48-in for Water and Other Liquids. 2. AWWA C111 - Rubber-Gasket Joints for Ductile-Iron and Gray-Iron Pressure Pipe and Fittings. 3. AWWA C600 - Installation of Ductile-Iron Water Mains and their Appurtenances. 4. AWWA C651 - Disinfecting Water Mains. 5. AWWA C900 - Polyvinyl Chloride (PVC) Pressure Pipe, 4-in through 12-in for Water. 6. AWA C905 - Polyvinyl Chloride (PVC) Water Transmission Pipe, nominal diameter 14-in through 36-in. 6349-79520/4/23/ 12 �2622-2 TPA S:\CLWATER\RO Plant 1 Specs 100%\02622_100%.doc ' � , � 2012 CDM Smith All Rights Reserved F. National Sanitation Foundation (NSF) G. Where reference is made to one of the above standards, the revision in effect at the time of bid opening shall apply. ' 1.05 QUALIFICATIONS � � � � ' � I_ J � l_J ' � L__1 ' , ' A. All PVC pipe, RJPVC pipe and fittings shall be furnished by MANiJFACTLTRERs who are fully experienced, reputable, and qualified in the manufacture of the material to be furnished. The pipe and fittings shall be designed, constructed, and insta.11ed in accordance with the best practices and methods and shall comply with these Specifications. PVC pipe shall be manufactured by JMEagle, Certainteed or approved eyual. RJPVC pipe shall be manufactured by Certa-Lok by Certainteed Corp., Diamond Lok-21 by Diamond Plastics Corp, Eagle-Loc 900 by JM Eagle or approved equal. See paragraph 2.01, A, 3 for additional requirements on RJ PVC. 1.06 QUALITY ASSURANCE A. . All pipe to be installed under this Contract may be inspected at the factory for compliance with these specifications by an independent testing laboratory provided by the OWNER. The CONTRACTOR shall require the MANUFACTURER's cooperation in these inspections. The cost of factory inspection of all pipe approved for this contract, will be borne by the OWNER. B. Inspection of the pipe will also be made by the ENGINEER or other representatives of the OWNER after delivery. The pipe shall be subject to rejection at any time on account of failure to meet any of the specification requirements, even though pipes may have been accepted as satisfactory at the place of manufacture. Pipe rejected after delivery shall be marked for identification and shall immediately be removed from the job. 1.07 DELNERY, STORAGE AND HANDLING A. Care shall be taken in shipping, handling and laying to avoid damaging the pipe and fittings. Extra care will be necessary during cold weather construction. Any pipe damaged in shipment shall be replaced as approved by the ENGINEER. B. Any pipe or fitting showing a crack or which has received a blow that may have caused an incipient fraciure, even though no such fracture can be seen, shall be marked as rejected and removed at once from the work. C. While stored, pipe shall be adequately supported from below at not more than 3-ft intervals to prevent deformation. Pipe shall not be stacked higher than 6-ft. Pipe and fittings shall be stored in a manner which will keep them at ambient outdoor temperatures. Temporary shading as required to meet this requirement shall be provided. Simple covering of the pipe and fittings which allows temperature buildup when exposed to direct sunlight will not be permitted. Pipe covering shall be in conformance with the MANUFACTURER's recommendations. D. Pipe and fittings shall be stored in a manner which will keep them at ambient outdoor temperatures and out of the sunlight or delivered to the site so that no pipe is exposed to sunlight for more than 60 days. 6349-79520/4/23/ 12 02622-3 TPA S:ICLWATER\RO Piant 1 Specs 100°,6\02622_100°,6.doc � 2012 CDM Smith All Rights Reserved 1.08 TOOLS ' � A. Special tools, solvents, lubricants, and caulking compounds required for normal installation shall be � furnished with the pipe. 1.09 CONNECTION TO EXISTING L1NES A. Lines installed under other Contracts, to which piping of this Contract must connect, the following work shall be performed: 1. Removing the temporary or permanent plug provided in the pipe installed under another Contract (if any). 2. Furnishing and installing piping and accessories and making proper connections. B. For connections to the existing lines to which the piping of this Contract must connect, the following work shall be performed: 1. Exposed buried lines to confirm or determine end connection, pipe material, and diameter. 2. Furnish and install appropriate piping and make proper connections. PART 2 — PRODUCTS 2.01 MATERIALS A. Pipe Polyvinyl Chloride (PVC) Pipe (Class-Rated): a. PVC pipe and accessories four to twelve inches (4"-12") in diameter, where shown on the Drawings or as specified, shall meet the requirements of AWWA Specification C-900 "Polyvinyl Chloride (PVC) Fressure Pipe". Pipe shall be Class 150, meeting requirements of Dimension Ratio (DR) 18 and shall be designed with cast iron outside dia.meters and for a rated working pressure of 150 psi. Each length of pipe shall be hydrotested to four (4) times its class pressure by the MANUFACTURER in accordance with AWWA C 900. Pipe shall be listed by Underwriters Laboratories. Provisions shall be made for expansion and contraction at each joint with an elastomeric ring, and shall have an integral thickened bell as part of each joint. PVC Class pipe shall be installed in accordance with the Uni-Bell Plastic Pipe Association Guide Specification iJNI-B-3-76, and as recommended by the MANLJFACTURER. Pipe shall be furnished in nominal lengths of approximately 20 feet, unless otherwise approved by the ENGINEER. Pipe and accessories shall bear the NSF mark indicating pipe size, MANUFACTURER's name, AWWA and/or ASTM Specifcation number, working pressure, and production code. Pipe shall be made from Class 12454-A or Class 12454-B virgin compound, as designed in ASTM D 1784. PVC pipe three inches (3 ") in diameter or less shall be Schedule 40. Polyvinyl Chloride (PVC) Pipe (Class-Rated) Joints: a. The PVC line joints for below ground piping three to twenty-four inches (4"-24") in diameter shall be of the push-on type approved by the ENGINEER so that the pipe and fttings may be connected on the job without the use of solvent cement or any special equipment. The push-on joint shall be a single rubber gasket joint designed to be assembled by the positioning of a continuous, molded rubber ring gasket in annular recess in the pipe and the forcing of the plain end of the entering pipe into the socket, thereby compressing the gasket radially to the pipe to form a positive seal. The gasket and annular recess shall be designed and shaped so that the gasket is locked in place against displace- ment as the joint is assembled. The rubber ring joint shall be designed for thermal expansion or contraction with a total temperature change of at least 75°F in each joint per 2. 6349-79520/4/23/12 02622-4 TPA S:\CLWATERUtO Plant 1 Specs 100%\02622_100h.doc , ' ' ' LJ � ' , ' u � ' � � i � ' ' ' � 2012 CDM Smith All Rights Reserved length of pipe. The bell shall consist of an integal wall section with a solid cross section elastomeric ring which shall meet requirements of ASTM D 1869. The thickened bell section shall be designed to be at least as strong as the pipe wall. Lubricant furnished for lubricating joints shall be nontoxic, shall not support the growth of bacteria, shall have no deteriorating effects on the gasket or pipe material, and shall not impart color, taste, or odor to the water and shall be approved by the MANUFACTiJRER. b. PVC joints for pipe three inches (3") in diameter or less, shall be threaded or solvent welded joints where called for on the Drawings, unless otherwise approved by the ENGINEER. Teflon thread tape or liquid teflon thread lubricant shall be used on all threaded joints to serve as both a sealer and lubricant. Threaded joints should be made hand tight (hard). When the joint is hand tight a strap wrench should be used to make up one to two (1-2) additional full turns past the hand tight point. Do not use pipe wrenches or pump pliers on plastic pipe or fittings. Restrained Joint polyvinyl chloride (RJPVC) Pipe: a. The pipe material must meet AWWA C900 standards for PVC pressure pipe and fittings with a dimension ratio of DR18. Only_pipe diameters 8-inch and under will be permitted. Pipe and couplings shall be made from unplasticized PVC compounds having a minimum cell classification of 12454, as defined in ASTM D 1784. The compound shall qualify for a Hydrostatic Design Basis (HDB) of 4000 psi for water at 73.4 degrees F, in accordance with the requirements of ASTM D 2837. Restrained joint water pipe shall carry the UL1285 listing, Pipe shall be furnished in 20-foot laying lengths. b. Pipe shall be joined using non-metallic couplings to form an integral system for maximum reliability and interchangeability. For �IDD installations equal to or less than 10-feet in depth and len s up to 500 feet, restraint shall use either Rieber gasket system per ASTM F477 to seal the integral bell socket to the spigot of the next joint (ASTM D3139) as manufactured by Diamond Lok or Eagle Loc or alternately, a spline system as manufactured by Certa-Lok may be used. High-strength, flexible thermoplastic splines shall be inserted into mating, precision machined grooves in the pipe and coupling to provide full 360° restraint with evenly distributed loading. Cut exposed splines 3/4" from coupling to reduce soil drag. Couplings shall be beveled as part of the manufacturing process on the leading edges so as to minimize soil friction. The manufacturer shall furnish all lubricant to be used in the joining process. For HDD installations �reater than 10-feet in depth, restrained joint PVC shall not be permitted unless shown otherwise on the Drawin�s. c. Copies of agency approval reports or product listings shall be provided to the Owner. Products intended for contact with concentrate water shall be evaluated, tested, and certified for conformance with NSF 61 by an acceptable certifying organization. B. Fittings: 1. All fittings for pressure mains for below ground piping of four to twenty-four inches (4"-24") in diameter shall be compact ductile iron with mechanical joint bells and shall conform to AWWAJANSI specifications C153/A21.53 for ductile iron fittings, unless otherwise shown on the drawings or approved by the ENGINEER. 2. Bolts, nuts and gaskets shall be in accordance with requirements ofANSUAWWA C153/A 21.53. The working pressure rating shall be 350 P.S.I. Ductile iron fittings shall have internal and external fusion bonded epoxy coating, per AWWA C550. 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. 3. Fittings for PVC pipe three inches (3") in diameter or less, shall be threaded or solvent weld and be PVC as shown on the Drawings, or as approved by the ENGINEER. Threaded PVC fittings shall conform to ASTM Specification D 2464. � 6349-79520/4/23/ 12 OZVZZ-S TPA S:\CLWATER\RO Plant 1 Specs 100%\02622 100%.doc � 2012 CDM Smith Al1 Rights Reserved 4. The MANUFACTURER of the pipe shall supply all polyvinyl chloride accessories as well as any adaptors and/or specials required to perform the work as shown on the drawings and specified herein. Standard double bell couplings will not be accepted where the pipe will slip completely through the coupling. 5. All buried ductile iron pipe and fittings shall have a polyethylene encasement with a minimum 8 mils thickness and shall conform to ASTM specification D-1248. Wrap shall be olive green. C. Restrained Joints: Restrained joints for PVC concentrate and backwash pipelines shall be EBAA Iron, Inc., Megalug Retainer Glands, Series 1600 and 2000 PV (4-inch through 12-inch sizes) or equal. After installation, apply a heary bitumastic coating to all bolts, nuts and accessories. Romac 600 Series, iJniflange, Sigma, Star, Tyler, Lok-Type or TR-Flex manufactured by US Pipe Co., Lok-Fast or Lok-Ring manufactured by American Cast Iron Pipe Co. or approved equal pipe restraining systems may be used (4-inch through 12-inch sizes). All buried pipe shall be restrained. All bolts and nuts for restrained joints shall be "Corten" type, low alloy, high strength steel. After installation, provide polyethylene encasement with a minimum 8 mils thickness and shall conform to ASTM specification D-1248. Wrap shall be olive green. 2.02 IDENTIFICATION A. Each length of pipe and each ftting shall be marked with the name of the MANUFACTURER, size, and class. All gaskets shall be marked with the name of the MANUFACTURER, size, and proper insertion directions. A color sample of the pipe and fittings shall be submitted to the ENGINEER for approval prior to fabrication of any pipe and accessories. B. All below ground pipe and fittings shall have an identification color code. 1. Concentrate and Backwash pipelines — olive green. C. All pipes shall be laid with two (2) strands of insulated 12 gauge A. W.G. 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 boac, 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 and taped to top center of pipe, with taping at spacing no greater than fifly (50) feet along the center of pipe. The locator wires shall be brought up into all valve boxes with enough slack provided to extend 10 to 12 inches out of each box See paragraph 3.07 for testing requirements. PART 3 — EXECUTION 3.01 INSTALLING POLYVINYL CHL,ORIDE (PVC) PIl'E AND FITTINGS A. All pipe shall be installed in accordance with recommendations of the pipe MANUFACTURER and as specified herein. B. Care shall be taken in the handling, storage, and installation of pipe and fittings to prevent injury to the pipe or coatings. All pipe and fittings shall be examined before installing, and no pipe shall be installed which is found to be defective. Pipe or fittings shall not be dropped. All damage to the pipe coatings shall be repaired according to the MANUFACT'URER's recommendations. 6349-79520/4/23/12 02622-6 TPA S:ICLWATER\RO Plant 1 Specs 100%\02622_100%.doc � ' , ' � ' , �J , i ' � 2012 CDM Smith All Rights Reserved C. All pipe and fittings shall be kept clean and shall be thoroughly cleaned before installation. D. Pipe shall be laid to the lines and grades shown on the Drawings with bedding and backfill as shown on the Drawings and as specified in Section N Technical Specifications -41. Blocking under the pipe will not be permitted. E. All pipe and fittings shall be thoroughly cleaned before laying, shall be kept clean until they are used in the work, and when laid, shall conform to the lines and grades required. Polyvinyl chloride pipe and fittings shall be installed in accordance with requirements of AWWA Standard Specifcation C600. If any defective pipe is discovered after it has been laid, it shall be removed and replaced with a sound pipe in a satisfactory manner by CONTRACTOR, at his own expense. F. When installation is not in progress, including lunchtime, or the potential exists for dirt of debris to enter the pipe, the open ends of the pipe shall be closed with watertight plugs or other approved means. G. Under no circumstances shall the pipe or accessories be dropped into the trench. H. All plugs, caps, bends and other locations where unbalanced forces exist shall be anchored by restrained joints. I. All pipe for the concentrate and backwash pipelines placed within jack and bore 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. 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. Reference Section Na- Supplemental Technical Specifications Section 02157. ' J. When cutting pipe is required, the cutting shall be done by machine, leaving a smooth cut at right angles to the �is of the pipe. Cut ends of pipe to be jointed with a bell shall be beveled to conform to the manufactured spigot end. , � CJ , ' K. In open cut installation, the depth of cover over the pipe shall be a minimum of 36-inches and a maacimum of 42-inches below finished grade, except where approved by the ENGINEER in the approved laying plan to avoid conflicts and obstructions. L It is the design intent for all restrained joint PVC (RJPVC) pipe installed by HDD to have the depth of cover over the pipe a minimum of 36-inches and a maximum of 72-inches below finished grade except where approved by the ENGINEER in the approved laying plan to avoid conflicts and obstructions, but not greater than 10-feet of cover. Adhere to, using the pipe manufacturer's most current data regarding tensile load limitations for trenchless application. Adhere to manufactures data regarding radius of curvature for pipe used for trenchless application and requirements of Section Na Supplemental Technical Specifications Section 02413. In any case, the deflection radius must not exceed 75% of the maximum allowable curvature allowed for standard C-900 PVC pipe. Restrained joint PVC pipe products shall be tested by an independent third party laboratory for continuous use at rated pressures. ' 6349-79520/4/23/12 �2622-7 TPA S:\CLWATER\RO Plant 1 Specs 100%\02622_100%.doc � 2012 CDM Smith All Rights Reserved 3.02 PUSH-ON JOINTS A. Push-on joints shall be made in accordance with the MANLTFACTURER's instructions. Pipe shall be laid with bell ends looking ahead. A rubber gasket shall be inserted in the groove of the bell end of the pipe, and the joint surfaces cleaned and lubricated. The plain end of the pipe to be laid shall then be aligned and inserted in the bell of the pipe to which it is to be joined, and pushed home with a jack or by other means. After joining the pipe, a metal feeler shall be used to make certain that the rubber gasket is correctly located. 3.03 MECHANICAL JOINTS A. Mechanical joints shall be made in accordance with Appendix A of ANSUAWWA C111 and the MANLTFACTURER's instructions. Thoroughly clean and lubricate the joint surFaces and rubber gasket with soapy water before assembly. Bolts shall be tightened to the specified torques using a calibrated torque wrench. Under no conditions shall extension wrenches or pipe over handle of ordinary ratchet wrench be used to secure greater leverage. 3.04 FLANGED JOINTS A. Flanged joints shall be installed where shown on the Drawings. Extreme care shall be exercised to insure that there is no restraint on opposite ends of pipe or fitting which will prevent uniform gasket compression, cause unnecessary stress, bending or torsional strains to flanges or flanged fittings. Adjoining push-on joints shall not be assembled until flanged joints have been tightened. Bolts shall be tightened alternately and evenly. After installation apply a bitumastic coating to bolts and nuts. 3.05 RESTRAINED JOINTS A. All pressure pipes shall be either PVC with restrained joints as specified in paragraph 2.01 C or RJPVC as specified in paragraph 2.01, 2, b. Restrained joints shall be installed at all fittings as shown on the Drawings and specified herein. The joint assemblies shall be made in accordance with the MANIJFACTURER's recommendations. After installation, apply a heavy bitumastic coating to all bolts, nuts and accessories. 3.06 TESTING FOR PRESSURE MAINS A. All pressure mains shall be field tested. Hydrostatic pressure and leakage tests shall conform with Section 4 of AWWA C600 Specification with the exception that the CONTRACTOR shall furnish all gauges, meters, pressure pumps, water, and other equipment needed to test the line. B. The pressure required for the field hydrostatic pressure test shall be 150 psi for the transmission main, unless otherwise noted. The CONTRACTOR shall provide temporary plugs and blocking necessary to maintain the required test pressure. Fill line slowly with water. Maintain flow velocity of less than 2.0 feet per second. Corporation cocks at least 2-inches in diameter, pipe riser and angle globe valves shall be provided at each pipe dead-end in order to bleed air from the line. Duration of pressure test shall be at least 2 hours. The cost of these items shall be included as a part of testing. C. The leakage test for force mains shall be a separate test at the ma�cimum operating pressure as determined by the ENGINEER following the pressure test and shall be of not less than 2 hours duration. All leaks evident at the surface shall be repaired and leakage eliminated regardless of 6349-79520/4/23/12 �ZV22-g TPA S:\CLWATER\RO Plant 1 Specs 100%\02622_100%doc ' ' , ' ' � ' ' , ' ' ' , � ' ' ' ' , � 2012 CDM Smith All Rights Reserved total leakage as shown by test. Lines which fail to meet tests shall be repaired and retested as necessary until test requirements are complied with. Defective materials, pipes, valves and access- ories shall be removed and replaced. The pipe lines shall be tested in such sections as may be approved by the ENGINEER by shutting valves or installing temporary plugs as required. The line shall be flled with water and all air removed and the test pressure shall be maintained in the pipe for the entire test period by means of a force pump to be furnished by the CONTRACTOR. Accurate means shall be provided for measuring the water required to maintain this pressure. The amount of water required is a measure of the leakage. D. The amount of leakage which will be permitted shall be in accordance with AWWA C600 Standards for all pressure. No pipe installation shall be accepted if the leakage is greater than that determined by the following formula: L= SD P'� 133,200 In which L is the allowable leakage in gallons per hour; S is the length of pipe tested, in feet; D is the nominal diameter of the pipe, in inches; and P is the average test pressure during the leakage test, in pounds per square inch gauge. E. The CONTRACTOR must submit his plan for testing to the ENGINEER for review at least ten (10) days before starting the test. The CONTRACTOR shall remove and adequately dispose of all blocking material and equipment after completion and acceptance of the field hydrostatic test, unless otherwise approved by the ENGINEER. Any damage to the pipe coating shall be repaired by the CONTRACTOR. Lines shall be totally free and clean prior to final acceptance. 3.07 TESTING FOR TRACING WIRE A. At the time of pressure testing, the tracer wire shall be tested by the CONTRACTOR. If this test fails; the CONTRACTOR is responsible for repairing the tracer wire. The pressure test shall be rescheduled when the wire passes. B. CONTRACTOR shall perform a 12-volt DC electrical continuity test on each of the tracer wires. No more than one volt of loss per 1000 feet of mainline pipe will be acceptable. The locator wire system shall pass the 12-volt DC electrical continuity test for at least one wire prior to final acceptance of the pipeline. Any cuts or breaks in the wire shall be repaired by the CONTRACTOR at his expense. The locator wire shall be tested by the CONTRACTOR at the time of pressure testing. If this test fails, the CONTRACTOR is responsible for repairing the locator wire and the pressure test will be reschedule when the wire will pass. 3.08 CLEANING A. At the conclusion of the work the CONTRACTOR shall thoroughly clean all of the new pipelines by pigging to remove all dirt, stones, pieces of wood, or other material which may have entered during the construction period. Debris cleaned from the lines shall be removed from the job site. If, after this cleaning, any obstructions remain, they shall be removed. Provide hoses, temporary pipes, ditches, etc., as required to dispose of flushing water without damage to adjacent properties. B. After the pipelines are cleaned and if the groundwater level is above the pipe, or following a heavy rain, the ENGINEER will examine the pipe for leaks. If defective pipes or joints are discovered at this time, they shall be repaired or replaced by the CONTRACTOR. 6349-79520/4/23/12 02622-9 TPA S:\CLWATER\RO Plant 1 Specs 100°r6102622_100%.doc 0 2012 CDM Smith All Rights Reserved 3.09 STERILIZATION A. Before the system is put into operation, the concentrate pipeline and appurtenances and any item of new construction with which the concentrate water comes in contact, shall be thoroughly sterilized in accordance with AWWA C651. See Section N Technical Specifications — 41 for further requirements. Sterilization of the backwash pipelines will not be required. END OF SECTION 6349-79520/4/23/12 �2622-1 Q TPA S:\CLWATER\RO Plant 1 Specs 100°�\02622 100%.doc � � � , O 2012 CDM Smith All Rights Reserved SECTION 02623 HIGH DENSITY POLYETHYLENE PIPE AND FITTINGS PART 1 - GENERAL 1.01 SCOPE OF WORK A. The CONTRACTOR shall furnish all labor, materials, equipment and incidentals reyuired to , install high density polyethylene (HDPE) pipe and fittings complete, tested, and ready for use, as shown on the Drawings and as specified herein. ' I � ' ' ' , ' ' ' lJ , ' ' , 1.02 RELATED REQUIREMENTS A. Testing and cleaning of pipe are included in Section N Technical Specifications 41 and as specified herein. B. Dewatering and drainage are included in Section N Technical Specifications 12. C. Trenching, backfilling and compaction are included in Section N Technical Specifications 14. D. Valves and appurtenances are included in Section N Technical Specifications 41. E. Horizontal Directional Drilling is specifed in Section Na Supplemental Technical Specifications Section 02413. 1.03 SUBMITTALS A. Submit, in accordance with Section III-6.11, completely detailed working drawings and schedules of all high density polyethylene (HDPE) pipe and fittings required. B. Submit the name and address of pipe manufacturer. C. Submit complete description of inethod of pipe installation. D. Submit description of the method of testing the pipe and fittings including a complete drawing of mandrel with dimensions for each pipe size. E. Submit the manufacturer's recommendations for handling, storing and installing the pipe and fittings. F. Submit certification that the stress regression testing has been performed on the specific polyethylene resin being utilized in the manufacturing of the pipe for this contract in accordance with ASTM D2837. G. Prior to each shipment, submit certified test reports that the pipe and fittings for this contract were manufactured and tested in accordance with the ASTM Standards speciiied herein. H. Submit the name and qualifications of the technicians proposed to perform the heat fusion of the pipe joints. 6349-79520/4/23/2012 �2623-1 TPA S:\CIWATER\RO Plant 1 Specs 100°h\02623_100%.doc 0 2012 CDM Smith All Rights Reserved 1.04 REFERENCE STANDARDS A. American Society for Testing and Materials (AST'M) 1. ASTM A276 — Standard Specification for Stainless Steel Bars and Sl�apes. 2. ASTM A307 - Standard Specifcation for Caxbon Steel Bolts and Studs, 60,000 psi Tensile Strength. 3. ASTM D2321 - Standard Practice for Underground Installation of Thermoplastic Pipe for Sewer and Other Gravity-Flow Applications. 4. ASTM D2774 — Standazd Practice for Underground Installation of Thermoplastic Pressure Piping. 5. ASTM D2657 - Standard Practice for Heat Fusion Joining of Polyolefin Pipe and Fittings. 6. AST'M D2837 - Standard Test Method for Obtaining Hydrostatic Design Basis for Thermoplastic Pipe Materials. 7. ASTM D3350 - Standard Specification for Polyethylene Plastics Pipe and Fittings Materials. 8. ASTM F714 - Standard Specification for Polyethylene (PE) Plastic Pipe (SDR-PR) Based on Outside Diameter. 9. ASTM F2164 — Standard Practice for Field Leak Testing of Polyethylene (PE) Pressure Piping Systems Using Hydrostatic Pressure B. American Water Works Association (AWWA) 1. AWWA C600 - Installation of Ductile Iron Water Mains and Their Appurtenances. 2. AWWA C906 - Polyethylene (PE) Pressure Pipe and Fittings, 4-in Through 63-in, for Water Distribution and Transmission. C. American National Standards Instiiute (ANSI) 1. ANSI B16.1 - Cast Iron Flanges and Flanged Fittings. 2. ANSI B16.21 - Nonmetallic Flat Gaskets for Pipe Flanges, 3. ANSUNSF 61- Drinking Water System Components-Health Effects D. Where reference is made to one of the above standards, the revision in effect at the time of bid opening shall apply. 1.05 DELNERY, STORAGE AND HANDLING A. The delivery, storage and handling of the pipe and fittings shall be done in accordance with the manufacturer's recommendations. B. Pipe shall be stored on clean, level ground to prevent any scratching or gouging of the pipe. The handling of the pipe shall be done in a manner to avoid dragging the pipe over any hard or sharp objects to avoid cutting of the pipe's exterior. Any cut or gouge deeper than 5 percent of the pipe's wall thickness shall be removed from the site. C. Handling of the pipe shall be done in a manner to avoid all undue stress in the pipe caused by bending of the pipe. D The interior of the pipe shall be free of cuts, gouges and scratches. 1.06 QUALITY ASSURANCE A. All HDPE pipe and fttings shall be manufactured in strict accordance with ASTM F714 and shall be from a manufacturer who is fully experienced, reputable and qualified in the manufacture of the 6349-79520/4/23/2012 02623-2 TPA S:\CLWATER\RO Plant 1 Specs 100%\02623_100%.doc � , ' ' , � � 2012 CDM Smith All Rights Reserved polyethylene pipe and fittings to be furnished. All HDPE pipe and fittings shall be supplied by a distributor who is fully experienced, reputable, and qualified with the distribution of the pipe and fittings to be furnished. The pipe shall be designed, constructed, and installed in accordance with the best practices and methods and shall comply with these specifications. All pipe and fittings shall be NSF 61 approved. B. All pipes under this contract shall be manufactured from a polyethylene resin that has been specifically stress regression tested to provide a product supplying a minimum Hydrostatic Design Basis (HDB) of 1600 psi, as determined in accordance with ASTM D2837. C. All HDPE pipe to be installed under this Contract may be inspected at the factory for compliance with this Section by an independent testing laboratory provided by the Owner. The manufacturer's cooperation shall be required in these inspections. The cost of these plant inspections of all pipe approved for this Contract will be borne by the Owner. , D. Inspection of the pipe may also be made by the Engineer or other representatives of the Owner after delivery. The pipe shall be subject to rejection at any time on account of failure to meet any of the specified requirements, even though pipes may have been accepted as satisfactory at the ' place of manufacture. Pipe rejected after delivery shall be maxked for identification and shall immediately be removed from the job. ' 1.07 WARRANTY A. The pipe manufacturer shall provide a warranTy against manufacturing defects of material and ' workmanship for a period of ten years after the final acceptance of the project by the Owner. The manufacturer shall replace, at no additional cost to the Owner, any defective pipe material within the warranty period. , ' Il ' � ' ' ' � PART 2 - PRODUCTS 2.01 MATERIALS A. General 1. HDPE pipe is a flexible conduit and shall be designed to transfer imposed loads to the surrounding embedment medium. The pipe and fittings shall be free from all defects including indentations, delaminations, cracks, bubbles and pinholes, which due to their nature, degree, or extent, detrimentally affect the strength and serviceability of the pipe. Any pipe or fittings with such defects which, in the judgement of the Engineer, will affect the strength and serviceability shall be repaired or rejected. 2. HDPE pipe resins shall be high molecular weight, high density polyethylene with a cell classification number of 345434C (or E) or higher cell classification in accordance with ASTM D3350 and meeting Type III, Class B or Class C, Category 5, Grade P34 Per ASTM S1248; and shall be listed in the name of the pipe and fitting manufactured in PPI (Plastics Pipe Institute). B. Pipe and Fittings 1. Pipe shall have outside dimensions and shall be furnished in minimum thickness meeting the requirements as shown below. 6349-79520/4/23/2012 02623-3 TPA S:ICLWATER\RO Plant 1 Specs 100%\02623_100%.doc 0 2012 CDM Smith All Rights Reserved 2. All polyethylene pipes shall meet the requirements of ASTM F714. Pipe and fittings for the concentrate pipeline shall be NSF 61 approved. 3. Pipe greater than 4" shall be furnished in standard laying lengths not exceeding 50-ft. 4. Joining system: The pipe and fittings shall be joined with thermal butt fusion joints or electrofusion couplings. All joints shall be made in strict compliance with the manufacturer's recommendations and ASTM 2657. 5. HDPE fittings shall be fully pressure rated to match the pipe pressure rating. HDPE fittings shall be joined using thermal butt fusion and/or electrofusion. Adhesives and solvent cements shall not be permitted. 6. Polyethylene pipe and fittings will be as manufactured by Performance Pipe; JM Eagle; CSR polypipe or equal. 7. The polyethylene compound will be suitably protected against degradation by ultraviolet light as required by ASTM D1603. 2.02 PIPE IDENTIFICATION A. At 5-ft intervals along the pipe, the pipe shall be marked with the name of the manufacturer, size and class (pressure and DR), and manufacturing reference to ASTM F714. B. A color coded strip(s) shall be marked along the entire length of the pipe. Concentrate and backwash Pipelines shall be color coded with an olive green stripe with at least three equally spaced stripes. Conduit shall be orange. C. The concentrate and backwash HDPE pipe shall be laid with two (2) strands of insulated 12 gauge A.W.G. solid strand copper wire see Section Na Supplemental Technical Specifications Section 02622, paragraph 2.02 C. 2.03 ADAPTORS A. Polyethylene flange or mechanical joint adaptors with steel stiffeners will be used for connecting polyethylene pipe to ductile iron pipe or other material. The polyethylene end or will be backed up by a ductile iron flange backup ring or gland ring conforming to ANSI B16.1 shaped as necessary to suite outside dimension of the HDPE pipe. The assemblies will be connected with Type 316 stainless steel nuts and bolts as specifed in ASTM A7256 and A307. B. Polyethylene adaptors will be as manufactured by Orion; Integrity Fusion Products; Specified Fittings or equal. PART 3 - EXECUTION 3.01 INSTALLATION A. All pipe and fittings shall be installed in accordance with the manufacturer's instructions, Section IV Technical Specifications-41, and ASTM D2774. 6349-79520/4/23/2012 02623-4 TPA S:\CLWATER\RO Plant 1 Specs 100°�\02623 100%.doc � ' ' � 2012 CDM Smith All Rights Reserved B. All fusion joints shall be done by a factory qualified technician as designated by the manufacturer with a minimum of five years experience with the fusion equipment to be used. Installer certification is needed from the CONTRACTOR installing thermal butt fused HDPE pipe. � C. Joining of the pipe by heat fusion shall be done in accordance with ASTM D2657. Prior to the start of pipe installation, one test joint shall be made and tested. No joints shall be made until a successful test jomt has been made. � ' ' L__1 ' � l� � , � � ' , i D. When cutting pipe is required, the cutting shall be done by machine specifically designed for the cutting of HDPE pipe. The cut shall leave a smooth cut at right angles to the axis of the pipe. E. Fittings shall be connected to HDPE pipe in accordance with manufacturer's recommendations. F. Flanged and mechanical connections shall consist of the following: 1. A high density polyethylene flange adapter, made by the manufacturer from the same resin as the pipe, and fully pressure rated to match the pipe DR pressure rating, thermally butt-fused to the stub end of the pipe. 2. A ductile iron or steel back-up ring conforming to ANSI B16.1 fitted to the polyethylene flange adapter and shaped as necessary to suit the outside dimension of the pipe. 3. A full face neoprene gasket, conforming to ANSI B16.21. 4. Corrosion resistant bolts and nuts of Type 316 stainless steel as specified in ASTM A276 and ASTM A307. Bolts shall be tightened alternatively and evenly to the manufacturer's specified torques. After installation a bitumastic coating shall be applied to bolts and nuts. 3.02 TESTING FOR TRACING WIRE A. See Section Na Supplemental Technical Specifications Section 02622, paragraph 3.07 for testing of tracing wire. 3.03 CLEANING, TESTING AND DISINFECTION A. Cleaning and testing of the carrier pipe shall be in accordance with Section N Technical Specifications 41 and in accordance with ASTM F2164. The HDPE casing will not be required to be tested. 1. Filled pipelines shall be allowed to thermally stabilize such that the 14 temperature of the water and the pipe are equal. At temperatures above I S one hundred (100) degrees F, the Engineer hall be consulted regarding the need to reduce the test pressure. 2 The piping shall be tested between valved sections. 3. For any test pressure from 1.0 to 1.5 times the system design pressure, the total test time including initial pressurization, initial expansion, and time at test pressure, shall not exceed eight hours. If the pressure test is not completed due to leakage, equipment failure or other reason, the test section shall be depressurized, and allowed to "relaac" for at least eight 26 hours before bringing the test section up to test pressure again. 4. The test procedure consists of initial expansion, and the test phase. During the initial expansion phase, the test section is pressurized to 10 psi above the test pressure (see Table A for Expansion Pressure), and sufficient make-up water is added each hour for three hours to return to the expansion phase pressure. 5. After the initial expansion phase, about four hours after pressurization, the test phase begins. 6. During the test phase, the pipe is stabilized at the test pressure (see Table A). The pressure shall remain steady within five percent of this target value for two hours. If the pressure falls below five percent of the test pressure (see Table A), leakage or insufficient expansion is ' 6349-79520/4/23/2012 02623-5 TPA S:\CLWATER\RO Plant 1 Specs 100%\02623_100°/a.doc � 2012 CDM Smith All Rights Reserved indicated, and the test shall be repeated after the pipe is allowed to "relax" as indicated above. Make-up water is not allowed during the test phase. Pipe Class Expansion Pressure Test Pressure 5% Pressure Reduction DR 9 210 si 200 si 190 si DR 11 170 si 160 si 152 si B. Before the system is put into operation, the concentrate pipeline and appurtenances and any item of new construction with which the concentrate water comes in contact, shall be thoroughly sterilized in accordance with AWWA C651. See Section N Technical Specifications — 41 for further requirements. Sterilization of the backwash pipelines will not be required. END OF SECTION (3Q9-�]952Q�4�23�2� 12 02623-6 TPA S:ICLWATER\RO Plant 1 Specs 100%\02623_100%.doc ' 1 L1 ' 1 ' ' ' � ' � t ll � ' � ' 1 O 2012 CDM Smith All Rights Reserved SECTION 15100 VALVES, FITTINGSAND APPURTENANCES PART 1 - GENERAL 1.01 SCOPE OF WORK A. Furnish all labor, materials, equipment and incidentals required and install complete and ready for operation as shown on the Drawings and as specified herein. B. The equipment shall include, but not be limited to, the following. However not all items specified herein may be included in this project. 1. General Requirements 2. Gate Valves (Coating Only — Refer to Section IV Specifications 41 for additional requirements) 3. Ductile Iron Pipe and Fittings (Coating Only — Refer to Section IV Specifications 41 for additional requirements) 4. Fiber Optic Cable Pull Boxes 5. Combination Air Vacuum and Air Release Valves 1.02 RELATED WORK A. Piping is included in Section IV Speci�cations 41. B. Additional Valve and Appurtenance requirements are included Section N Specifications 41 1.03 SUBMTTTALS A. Submit to the Engineer materials required to establish compliance with this Section. Equipment submittals shall include at least the following: 1. Valve tag number. 2. The manufacturer and supplier. 3. The address at which equipment will be fabricated or assembled. 4. Drawings showing assembly details, materials of construction and dimensions. 5. Descriptive literature, bulletins and/or catalogs of the equipment. 6. The total weight of each item. 7. A complete bill of materials. 8. Additional submittal data, where noted with individual pieces of equipment. B. Test Reports 1. Provide certified hydrostatic test data, per manufacturer's standard procedure or MSS-SP-61 for all valves. C. Certiiicates 1. For each valve specified to be manufactured, tested and/or installed in accordance with AWWA and other standards, submit an affidavit of compliance with the appropriate standards, including certified results of required tests and certification of proper installation. D. Manufacturer's Installation and Application Data ' 6349-79520/04/23/2012 15100-1 TPA S:\CLWATERWO Plant 1 Specs 100%\151� 100%.docx O 2012 CDM Smith All Rights Reserved E. Operating and Maintenance Data 1. Operating and maintenance instructions shall be furnished to the Engineer. The instructions shall be prepared specifically for this installation and shall include all required cuts, drawings, equipment lists, descriptions and other information required to instruct operating and maintenance personnel unfamiliar with such equipment. 1.04 REFERENCE STANDARDS A. American Society for Testing and Materials (ASTM) 1. ASTM A48 - Standard Specification for Gray Iron Castings. 2. ASTM A126 - Standard Specification for Gray Iron Castings for Valves, Flanges and Pipe Fittings. 3. ASTM A536 - Standard Specification for Ductile Iron Castings. B. American Water Works Association (AWWA) l. AWWA C111 - Rubber-Gasket Joints for Ductile-Iron Pressure Pipe and Fittings. 2. AWWA C500 - Metal-Seated Gate Valves Supply Service 3. AWWA C509 - Resilient-Seated Gate Valves for Water Supply Service 4. AWWA C512 — Air Release, AirNacuum, and Combination Air Valves for Waterworks Service 5. AWWA C550 - Protective Epoxy Interior Coatings for Valves and Hydrants 6. AWWA C800 - Underground Service Line Valves and Fittings C. American National Standards Institute (ANSI) 1. ANSI B1.20.1 - Specifications, Dimensions, Gauging for Taper and Straight Pipe Threads (except dry seals). 2. ANSI B 16.10 - Face-to-Face and End-to-End Dimensions of Valves D. American Iron and Steel Institute (AISn E. Manufacturer's Standardization Society of the Valve and Fittings Industry (MSS) 1. MSS-SP-70 - Cast Iron Gate Valves, Flanged and Threaded Ends. 2. MSS-SP-82 - Valve Pressure Testing Methods 3. MSS-SP-98 - Protective Coatings for the Interior of Valves, Hydrants and Fittings. F. Underwriters Laboratories (iJL) G. Factory Mutual (FM) H. Where reference is made to one of the above standards, the revision in effect at the time of bid opening shall apply. 1.05 QUALITY ASSURANCE A. Qualifications l. Valves and appurtenances shall be products of well established firms who are fully experienced, minimum 10 years, reputable and qualified in the manufacture of the particular equipment to be furnished. 2. The equipment shall be designed, constructed and installed in accordance with the best practices and methods and shall comply with this Section as applicable. 3. All units of the same type shall be the product of one manufacturer. 4. All gate, check and air release valves shall be American made, cast, and assembled. 6349-79520/04/23/2012 15100-2 TPA S:\CLWATER�RO Plant 1 Specs 100%\15100_700%.docx ' [� ' ' ' ' ' ' ' L� ' ' ' , ' Il � u , CI OO 2012 CDM Smith All Rights Reserved B. Certifications 1. The manufacturers sha11 furnish an�davit of compliance with Standards referred to herein as specified in Paragraph 1.03C above. Refer to PART 3 for testing required for certain items in addition to that required by referenced standards. C. Provide the services of a qualified and factory-trained service representative of the manufacturer to provide operational and maintenance instruction, for a 1 day, 8 hour period for each type of the following equipment: 1. Combination air and vacuum valves. D. Inspection of the units may also be made by the Engineer or other representative of the Owner after delivery. The equipment shall be subject to rejection at any time due to failure to meet any of the specified requirements, even though submittal data may have been accepted previously. Equipment rejected after delivery shall be marked for identification and shall be removed from the job site at once. 1.06 SYSTEM DESCRIPTION A. All of the equipment and materials specified herein are intended to be standard for use in controlling the flow of backwash water and RO concentrate water as noted on the Drawings. B. Valves, appurtenances and miscellaneous items shall be installed as shown on the Drawings and as specified, so as to form complete workable systems. 1.07 DELIVERY, STORAGE AND HANDLING A. Packing and Shipping 1. Care shall be taken in loading, transporting and unloading to prevent injury to the valves, appurtenances, or coatings. Equipment shall not be dropped. All valves and appurtenances shall be examined before installation and no piece shall be installed which is found to be defective. Any damage to the coatings shall be repaired as acceptable to the Engineer. 2. Prior to shipping, the ends of a11 valves shall be acceptably covered to prevent entry of foreign material. Covers shall remain in place until after installation and connecting piping is completed. a. All valves 3-in and larger shall be shipped and stored on site until time of use with wood or plywood covers on each valve end. b. Valves smaller than 3-in shall be shipped and stored as above except that heavy cardboard covers may be used on the openings. c. Rising stems and exposed stem valves shall be coated with a protective oil film which shall be maintained until the valve is installed and put into use. d. Any corrosion in evidence at the time of acceptance by the Owner shall be removed, or the valve shall be removed and replaced. C. Storage and Protection 1. Special care shall be taken to prevent plastic and similar brittle items from being directly exposed to the sun, or exposed to extremes in temperature, to prevent deformation. See the individual piping sections and manufacturer's information for further requirements. f�l�: u : 1►� �, : � � A. Special tools and the manufacturer's standard spare parts, if required for normal operation and maintenance, shall be supplied with the equipment and where noted, as speciiied herein. Tools 6349-79520/04/23/2012 15100-3 TPA S:\CLWATERWO Plant 1 Specs 100%\15100_100%.docx OO 2012 CDM Smith All Rights Reserved shall be packaged in a steel case, clearly and indelibly marked on the exterior to indicate equipment for which tools are intended. B. Provide one Operations and Maintenance manual for each type of valve and operator supplied under this speciiication. C. Included within the Operations and Maintenance manuals, provide a list of all spare and replacement parts with individual prices and location where they are available. PART2-PRODUCTS 2A1 GATE VALVES — COATING A. Valve body shall have internal and external fusion bonded epoxy coating of valve body, including bonnet, per AWWA C550. B. Refer to Section IV of these contract documents for additional gate valve requirements. 2.02 DUCTILE IRON PIPE AND FITTINGS A. Ductile iron fittings shall have internal and external fusion bonded epoxy coating, per AVWVA C550. B. All buried ductile iron pipe and fittings shall have a polyethylene encasement with a minimum 8 mils thickness and shall conform to ASTM specification D-1248. Wrap shall be olive green. C. Refer to Section IV and Section 02622 in IVa of these contract documents for additional ductile iron pipe and fittings requirements. 2.03 FIBER OPTIC CABLE PULL BOXES A. Pull boxes shall be new 17" x 30" (minimum size) in-ground pull boxes with 20K lids (city standard) at a spacing of not more than 500' increments. B. Where a fiber optic splice will be required to connect the existing fiber optic cable running along this route, insta1130" x 48" in-ground pull box with 20K lid. C. Vaults to be polymer/concrete or better construction with concrete or polymer/concrete pad surrounding box where practical (grassy/dirt right�f-ways). D. All new pull boxes installed as part of this project shall have an ID label (City of Clearwater stainless steel stamp). E. No pullboxes are permitted on sidewalks. F. Install mule tape between the pull boxes; poly line will not be permitted. 2.04 COMBINATION AIR/VACUUM AND AIR RELEASE VALVES A. All concentrate and backwash pipelines shall have automatic air release valves installed as they are indicated on the plans. 6349-79520/04/23/2012 1 S 1 OO-4 TPA S:\CLW ATER\RO PIaM 1 Specs 100%\15100_100%.docu ' ' II �' u O 2012 CDM Smith All Rights Reserved B. Air release valves shall be float operated and both the air/vacuum and air release functions shall be performed by a combination valve housed in a single body. Valve shall be equipped with a gauge or relief port. C. The air/vacuum valve shall automatically exhaust lazge quantities of air during the filling of the pipeline. The valve shall be capable of venting air up to sonic velocity without blowing shut; closing only after all the air has been vented. The air release port shall automatically release small pockets of air from the pipeline while the pipeline is in operation and under pressure, to keep the system free of accumulated air. The valve shall automatically open to allow air to re-enter during draining or whenever a negative pressure occurs. ' D. Combination air valves shall be of the size shown on the drawings and conform to the requirements of AWWA C512 and be of the "kinetic" design capable of exhausting air at up to sonic velocity without blowing shut. � � E. The air release valve shall be suitable for 150 psi field test pressure. F. Body, cover, and baffle shall be reinforced nylon body, floats of formed polypropylene or high density polyethylene. Screens shall be installed on the openings of all air release valves. G. Valves for the concentrate pipeline shall have a 2" standard male NPT and be provided with a 2" ' companion flange. Valves for the backwash pipeline shall have a 1" standard male NPT and be provided with a 1" companion flange. � ' C ' CI ' '�J I'� � 1 H. Where shown on the drawings, the valve shall be provided with a non slam discharge throttling attachment to control the discharge of air from the valve and allow full air intake. I. For the concentrate pipeline, Air release valves shall be ARI USA Model D040-PT02 Combination Air Valve with Non Slam discharge throttling attachment where shown on the Drawings, or ENGINEER approved equal. For the backwash pipeline, Air release valves shall be ARI USA Model D-021RT01 Combination Air Valve where shown on the Drawings, or ENGINEER approved equal. Valve tests shall be performed with and be part of tests on companion pipelines. J. Air release valves shall be labeled indicating service type (concentrate or backwash) using stainless steel, engraved tags. 2.08 SURFACE PREPARATION AND SHOP COATINGS A. Except where otherwise provided within the preceding product descriptions, surface preparation and shop coatings of valves and appurtenances shall be as provided below. B. The interior ferrous metal surfaces and stainless steel surfaces, except finished or bearing surfaces, shall be blast cleaned in accordance with SSPC SP-10 and painted with two coats of an approved fusion bonded epoxy coating specifically formulated for backwash water and RO concentrate use. The coating shall be NSF certified to Standard 61. C. Exterior ferrous metal surfaces of all buried valves and hydrants shall be blast cleaned in accordance with SSPC SP-6 and given two shop coats of an approved fusion bonded epoxy coating. D. Exterior ferrous metal surfaces of all nonburied Valves shall be shop painted with one coat of primer. 6349-79520/04/23/2012 I51�-5 TPA S:\CLWATER\RO Plant 1 Specs 700%\15100_100%.docx O 2012 CDM Smith All Rights Reserved PART 3 — EXECUTION 3.01 INSTALLATION A. All valves and appurtenances shall be installed in the locations shown, true to alignment and rigidly supported. Any damage to the above items shall be repaired to the satisfaction of the ENGIlVEER before they are installed. B. After installation, all valves and appurtenances shall be tested at least 2 hours at the working pressure corresponding to the class of pipe, unless a different test pressure is specified. If any joint proves to be defective, it shall be repaired to the satisfaction of the ENGINEER. See piping specifications for field test pressure. C. Flanged joints shall be made with high strength, low alloy Corten bolts, nuts and washers. Mechanical joints shall be made with mild corrosion resistant alloy steel bolts and nuts. All exposed bolts shall be painted the same color as the pipe. All buried bolts and nuts shall be heavily coated with two (2) coats of bituminous paint comparable to Kop-Coat No. 66 Special Heavy. D. Prior to assembly of split couplings, the grooves as well as other parts shall be thoroughly cleaned. The ends of the pipes and outside of the gaskets shall be moderately coated with petroleum jelly, cup grease, soft soap or graphite paste, and the gasket shall be slipped over one pipe end. After the other pipe has been brought to the correct position, the gasket shall be centered properly over the pipe ends with the lips against the pipes. The housing sections then shall be placed. After the bolts have been inserted, the nuts shall be tightened until the housing sections are firmly in contact, metal-to-metal, without excessive bolt tension. E. Prior to the installation of sleeve-type couplings, the pipe ends shall be cleaned thoroughly for a distance of 8 inches. Soapy water may be used as a gasket lubricant. A follower and gasket, in that order, shall be slipped over each pipe to a distance of about 6 inches from the end, and the middle ring shall be placed on the already laid pipe end until it is properly centered over the joint. The other pipe end shall be inserted into the middle ring and brought to proper position in relation to the pipe already laid. The gaskets and followers shall then be pressed evenly and firmly into the middle ring flazes. After the bolts have been inserted and all nuts have been made up fingertight, diametrically opposite nuts shall be progressively and uniformly tightened all around the joint, preferably by use of a torque wrench of the appropriate size and torque for the bolts. F. Valve boxes with concrete bases shall be installed as shown on the Drawings. Mechanical joints shall be made in the standard manner. Valve stems shall be vertical in all cases. Place cast iron box over each stem with base bearing on compacted fill and top flush with final grade. Boxes shall have sufficient bracing to maintain alignment during bacl�illing. Knobs on cover shall be parallel to pipe. Remove any sand or undesirable fill from valve box. 3.04 INSPECTION AND TESTING A. Completed pipe shall be subjected to hydrostatic pressure test for 2 hours at full working pressure. All leaks shall be repaired and lines retested as approved by the ENGINEER. Prior to testing, the gravity pipelines shall be supported in an approved manner to prevent movement during tests. 6349-79520/04/23/2012 15100-6 TPA S:\CLWATERVaO Plant 1 Specs 100%\15100_100%.docx ' � ' ' , , , ' ' � ' ' , ' ' ' ' ' � O 2012 CDM Smith All Rights Reserved B. Valves shall be supported to avoid placing loads on connecting piping until backfill or pipe supports are completed. 6349-79520/04/23/2012 END OF SECTION 151�-% TPA S:\CLWATER�RO Plant 1 Specs 100%\15100_100%.docu O 2012 CDM Smith All Rights Reserved (THIS PAGE INTENTIONALLY LEFT BLANK) 6349-79520/04/23/2012 1 S 1w-o TPA S:\CLWATER�RO PIaM 1 Specs 100%\75100_100%.docx 1 � ' ' ' � 1 ' ' ' ' ' ' ' ' ' � ' ' ' ' ' 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 PROPO SAL .................................................................................................................................10 CITY OF CLEARWATER ADDENDUM SHEET .................................................................13 BIDDER'S PROPOSAL .............................................................................................................14 SectionV (3).doc Page i 2isi2oi2 ' .� �= a ' � ' ' Bond Number ' ' � � l_.J , ' � ' � , ALTER SURETY GRC�UP, INC . Bond Department Public Works Bond in compliance with Florida Statute Chapter 255.05 60077354 Contractor S.L. Williams Consulting Corp. Address & 2451 NW 109`" Avenue, Unit 4 Phone No. Miami, FL 33172 786-331-9499 Surety Capitol Indemnity Corporation Address & PO Box 5900 Phone No. Madison, WI 53705 608-829-4200 Owner Name Address & Phone No. Contract/Project Number Project Name Project Location Legal Description And Street Address City of Clearwater 112 S Osceola Ave Clearwater, FL 727-562-4581 09-0018-UT Reverse Osmosis Plant No. 1— Concentrate & Backwash Pipelines City of Clearwaer's Reverse Osmosis Plant No. 1 to east of the intersection of Drew Street and Old Coachman Road Same as above Description of Work Installation of 8-inch concentrate pipeline, 6-inch backwash pipeline, 3- inch fiber optic conduit via trenchless methods and all related appurtenances This bond is given to comply with section 255.05 Florida Statutes and any action instituted by a claimant under this bond for payment must be in accordance with the notice and time limitation provisions in Section 255.05(2), Florida Statutes. Any provision of this bond which conflict with or purports to grant broader or more expanded coverage in excess of the minimum requirements of the application statute shall be deemed deleted herefrom. This bond is a statutory bond, not a common law bond. This is the front page of the bond. ' All other page(s) are deemed subsequent to this page regardless of any page number(s) that may be pre-printed thereon. ' ' ' ' � � � � � � � � � � � � � � � � � BOND NUMBER: �Q� % 7�� CONTRACT BOND STATE OF FLORIDA COUNTY OF PALM BEACH KNOW ALL MEN BY THESE PRESENTS: That we S. L. Williams Consulting Corp. as Contractor and Capital Indemnitv Corporation (Surety) whose home address is P.O. Box 5900, Madison. Wisconsin 53705 . HEREINAFTER CALLED THE "Surety", are held and firmly bound into the City of Clearwater, Florida (hereinafter called the "Owner") in the penal sum of One Million Five Hundred Fortv-Two Thousand Two Hundred Thirtv-Eight Dollars and Fiftv-Three Cents ($1,542,238.53) for the payment of which we bind ourselves, our heirs, executors, administrators, successors, and assigns for the faithful performance of a certain written contract, dated the day of , 2012 entered into between the Contractor and the City of Clearwater for: REVERSE OSMOSIS PLANT NO. 1— CONCENTRATE & BACKWASH PIPELINES PROJECT #09-0018-UT a copy of which said contract is incorporated herein by reference and is made a part hereof as if fully copied herein. NOW THEREFORE, THE CONDITIONS OF THIS OBLIGATION ARE SUCH, that if the Contractor shall in all respects comply with the terms and conditions of said contract, including the one-year guarantee of material and labor, and his obligations thereunder, including the contract documents (which include the Advertisement for Bids, Form of Proposal, Form of Contract, Form of Surety Bond, Instructions to Bidders, General Conditions and Technical Specifications) and the Plans and Specifications therein referred to and made a part thereof, and such alterations as may be made in said Plans and Specifications as therein provided for, and shall indemnify and save harmless the said Owner against and from all costs, expenses, damages, injury or conduct, want of care or skill, negligence or default, including patent infringements on the part of the said Contractor agents or employees, in the execution or performance of said contract, including errors in the plans furnished by the Contractor, and further, if such "Contractor" or "Contractors" shall promptly make payments to all persons supplying him, them or it, labor, material, and supplies used directly or indirectly by said Contractor, Contractors, Sub-Contractor, or Sub-Contractors, in the prosecution of the work provided for in said Contract, this obligation shall be void, otherwise, the Contractor and Surety jointly and severally agree to pay to the Owner any difference between the sum to which the said Contractor would be entitled on the completion of the Contract, and that which the Owner may be obliged to pay for the completion of said work by contract or otherwise, & any damages, direct or indirect, or consequential, which said Owner may sustain on account of such work, or on account of the failure of the said Contractor to properly and in all things, keep and execute all the provisions of said contract. Contract for Signature.docx Page 1 of 15 2/8/2012 ' •� • ' �_� Cf��'�TR.�C�' I��1�� ,� �.�) And the said <�ontractoc a;�ci Suret}� iler�by furthcr bin� �Item�elves, i}�eir successor�, e?:ecuta��. ' admir,istrators, and ass�gns. jointl}� and se��erally, that �i��y ��i.li amplv a�l�. lull� ��r�t:et ilje sai� O�vn�r a;ainst, and ��111 �?a�,� any an� ull umout-�cs, damages; c�sts �xicl judm�}ents Gv}iich may be recavzmd i��:ii�lst ti�r w�hich th� Otiner ma;�� be cali�d upan to pa} to any I��i'sun i�r ::orporation �i} ' re�son oi' any damage5 arisin� tiom t13e perfc�rmance ni' �aici �:�o��, or oi tfiz repair ��r rnainter�Nnc� therec!1; or tl�e �nanner of dc�inb Ihe sa.�ne or tlie ne�i::C:t Ot lhf 511t� COIItFactar or his age.nts or se�vants ��r the improper p�rforman�e � f the saic� wc.rk by t}te Coiltraetar c�r nis a�ents or secvants, ��r ' the infrin�sments �Eany �ate�C rights t�}r reason of the us� of an� mat�rial fuinished ar «�i?rk doi�z; as aforesaid, or c�thzrwise. ' LJ ' � 1 tlnd th2 said Cnntractox' and Sui•et�� lzer��y further binci il?emselve�, iheir succe�se�rs; l�eir�; executors, administrators; �i� assigns, jo;nti�� arsd severall�, to re�a�� t]�e a��IlZi c'i11Y SliIil WI]1CI1 lJll. O�vner may bc ec�mpelled fo pay �zeause of anv lien fcr labar n?�terial Turnished for fihe tii�ork, embracecl by s�tid Contraci. ilncl. the said Stuety; for the �alue recci��:cl, hiret?y stipctIates ��Id a�rees tl�:�t n.e cha��gz, �xtensi�n of t�me; aIteratian or aci�iition to ihe terrris� of the contract ��r ro the tvark t� bG i�ertormed thereun�izr or tiie specitications accampanying ihe �aii�e shall in any w�a�� affect its ob[igatiqils on this 6oi�d, a��d ii does her�by w•�.iive notice of any sc�ch change; c:ctcnsion of tin�e, a]teraCi�n nr addition tb the Cerms of. tl�e contract ur fio ihe �vork or io tliz;specificatians: Alv( '['E5TI1��O�IX 4VI�EI2LOF, witness thc i��-yds anc! seals �f the parties Iierzto this 26th dav of �u�y ; 2012. 1 r�T`�'�5T: ' � ' ' � ��•�e��: , Warren M. Alter, Florida License Resident Agent CI Con�ract lor Sign:m�r<.do.� i'i�c Z c:C I S ' S.L. Wilhams Consulting Corp. �,,<<<t� cc�rT�R:�cTO� .:. �`.� , ��'• .. � j `-,� � 'La-jv�? , . � ��C ti Capitollndem � Corporation �UitE�'Y �y: , , � A'TT�RR`IE�'-IPd-FAG"T .�Uarre'n M ' / .,.... a °`` ,, � � �. �,,�,,. . ;-. � , .. f��Gf , 3.�ZG1� cAriTOL iND�m�N�T� cor�rouATioN � Q � 7 7 3 5 4 - POWER OF A'I"T(7RNEY � KNOW ALL MEN� BY THESE PRESENTS, That the CAPITOL 1NDEMNITY CORPORATION, a corporation of th��State of Wisconsin; having iY� ��principal��offices in the�City�of Middleton,�Wisconsin, does�make, constitute and appoint� � �� .___;__�_�.w_--- ------- _------------------------------WARREN ALTER; I?AVID SAT[NE-------------- --------- --------,------------ iis true and lawful Attorney(s)-in-fact, to make, execute, seal and deliver. for a�d on its behalf, as surety, and as its act and deed;. any and alt bonds; undertakings and contracts of sureryship; provided that no bond or undertaking or contraci of suretyship executed under this authority shalfi exceed in `amount the sum of ------ -------- ------------------ALL WRITTEN lNSTRUMENTS IN AN AMOUNT NOT TO EXCEED: $20,000;000.00 --------- --------- ---------- This Power ofAtto'rn�y is �ranted and is signed and sealed by facsimile under artd:kay the authority of the following Resglution adopted bythe I�oard of Directors of CAPITOL LNDEMNITY CORPORATION at a meeting duly called and held on the 15th day of May, 2002. "RESOLVED, that the President, Exectftive Vice President, Vice President, Secretary or Treasurer, acting iadividually or otherwise, be and they hereby are grant�d the powerand authorization to appoint by a Power ofAttorney for the purposes only of executing and attesting bflt�ds and undertakings; and other writings obligatory ip. the nature thereof, one or more resident vice-presidents, assistant secretaries and attorney.�s) in-fact; each appointee to have the powers and duties usuaF�to sueh offices to the business ofthis eonipa�y; t�ie�signatiere of such officers and seal o�f the Go�np'ac�y may-�be affixed �to any s�ch power of attorne,� oito any ceriificate eelating thareYa by fac,simile, ar�d any such power of attorney or certifieate bealing such;facsimi}e si�naiures or facsimilz seal shall be valid and bindin� upon the Company, and any such power so executed and certified by fac5imile signatures and facsimile seal shall be valid and binding upon the Company in the future with respect to any bond or undertaking or Qther writing oblig�tory in the nature thereaf�to�which it is attaChed. Any sueh�appointment may be revoked, for cause, or without cause, by any of said officers, at any�time." � � �IN WIT111ESS WHEREOF, fhe CAPITOL INDEMN[TY CORPORATION has caused these presents to be signed by its offic� undersigued and its corporate-seal to'be hereto>affix�d�duly attested, this 2nd day of�May, 201'-t�: � �� Attest: CAPITOL INDEMNITY CQRPORA'�'I�N � �� p ��o�E��N��j ��oiiiiii�ii� �' � � ��_ ' _ '�J �� o ��---- qpo� � // \ �e/�oaaoa,�rF\aZ / , (� , �� s c � : C%�—� �, � �� Richard W:�Allen III � � i = � � � � � President � � :�� SEAL �= David F. Paaly Surcty & Fidelity Operations y� � CEO & Presideni STATE OF WI�CONSIN S.S.: �j��ii�lryi� � ' ��t��a�u"'� \ COUN�'Y OF+ DANE � � iruhmaiiinnn . �n the 2nd day af May; 2011� hefore me personally came David F. Pauly, to me known, who bein� by me duly sworn, did�depose and say: tt�at he resides �in the County o� Dane, State of Wisconsin; that he is President of CAPITOL 11�iDEMNITY CORPORATION, the corporation� described herein and� which exeeuted the above instrument; that he knows the seal of the said corporation; that ti�e seal affixed to said instrument is such eorporate seal; thaC it was so»ffixed by-.order of_the.:Board of Directors of said carp�tratian an�i that he signe�l,his name thereto by like order.'- . . ti'k�W � � �..] � . . . . . ��5r� �s H�- . ��/v�✓w\.. " �A_ " � _'� ��. . � � � DANIEL � � �f . . � � . . . _ W. - . . . . . . � . . � .. KRUEGER ° . � . �� . Daniei W. Krueger STAT� OF WISCONS[N � � � � � : '� Notary Public, Dane Co., WI � � S,S.: � ��, �� CO[9NTI'tOF AAI�:E � ?, C�RTiF]CATE �� My Commi'ssion Is Permaner�t � I; the under�i�ned, duly elected to the office stated below, now the ineutnbent in CAPITOL INDEMNITY CQRPORATI4N, a Wisconsin Corporatipn, authorized� to make this eertificate, DO�HEREBY CERTIFY fhaf the foregoing attached Power ofAttorney temains��in full fosce and has �� not been revoked; �and furthermore, that the Resolution of�the Board of Direators, set forth in the Power of Attorneg�is now in force. � �� Signed and sealed�at the Ciry of Middleton, State of Wisconsin this 26th� day of July 2�� a �� '" -: �,�� . � � a" coaPOqA e qr x_ . . � � I' . . � . G%�� . : SEAL , _ Alan S. Ogilvie � � � ' � � � Secretary � � � � � ��,��un�µ„�,�.� � � THIS DOCUMENT TS NOT VALID UNLESS PRINTED ON:.GRAY SH:4DED BACKGROUND WITH A RED SERIALNUMBER IN THE UPPER RIGHT HAND COItNER IF YQU HAVE ANY QUESTIONS C�NCERN1NCr THE AUTHENTICITY OF THIS DOCU1VtENT CALL 800-475-4450. .. . . . . .. � -. .. . CF€-POA(5-Ilj� . � t ' ' ' , ' ' ' ' t � ' ' ' ' ' ' ' CONTRACT This CONTRACT made and entered into this � day of , 2012 by and between the City of Clearwater, Florida, a municipal corporation, hereinaft r designated as the "City", and S.L. Williams Consulting Coru., of the City of Wellin�ton County of Palm Beach and State of Florida, hereinafter designated as the "Contractor". WITNESSETH: That the parties to this contract each in consideration of the undertakings, promises and agreements on the part of the other herein contained, do hereby undertake, promise and agree as follows: The Contractor, and his or its successors, assigns, executors or administrators, in consideration of the sums of money as herein after set forth to be paid by the City and to the Contractor, shall and will at their own cost and expense perform all labor, furnish a11 materials, tools and equipment for the following: REVERSE OSMOSIS PLANT NO. 1— CONCENTRATE & BACKWASH PIPELINES PROJECT #09-0018-UT FOR THE SUM OF $1,542,238.53 In accordance with such proposal and technical supplemental specifications and such other special provisions and drawings, if any, which will be submitted by the City, together with any advertisement, instructions to bidders, general conditions, proposal and bond, which may be hereto attached, and any drawings if any, which may be herein referred to, are hereby made a part of this contract, and a11 of said work to be performed and completed by the contractor and its successors and assigns shall be fully completed in a good and workmanlike manner to the satisfaction of the City. If the Contractor should fail to comply with any of the terms, conditions, provisions or stipulations as contained herein within the time specified for completion of the work to be performed by the Contractor, then the City, may at its option, avail itself of any or all remedies provided on its behalf and shall have the right to proceed to complete such work as Contractor is obligated to perform in accordance with the provisions as contained herein. THE CONTRACTOR AND HIS OR ITS SUCCESSORS AND ASSIGNS DOES HEREBY AGREE TO ASSUME THE DEFENSE OF ANY LEGAL ACTION WHICH MAY BE BROUGHT AGAINST THE CITY AS A RESULT OF THE CONTRACTOR'S ACTIVITIES ARISING OUT OF THIS CONTRACT AND FURTHERMORE, IN CONSIDERATION OF THE TERMS, STIPULATIONS AND CONDITIONS AS CONTAINED HEREIN, AGREES TO HOLD THE CITY FREE AND HARMLESS FROM ANY AND ALL CLAIMS FOR DAMAGES, COSTS OF SUITS, JUDGMENTS OR DECREES RESULTING FROM ANY CLAIMS MADE UNDER THIS CONTRACT AGAINST THE CITY OR THE CONTRACTOR OR THE CONTRACTOR'S SUB-CONTRACTORS, AGENTS, SERVANTS OR EMPLOYEES RESULTING FROM ACTIVITIES BY THE AFOREMENTIONED CONTRACTOR, SUB-CONTRACTOR, AGENT SERVANTS OR EMPLOYEES. Contract for Signature.docx Page 3 of 15 2/8/2012 ' t ' ' ' CJ ' ' ' t ' ' t ' , l_J ' � � CONTRACT �2) In addition to the foregoing provisions, the Contractor agrees to conform to the following requirements; In connection with the performance of work under this contract, the Contractor agrees not to discriminate against any employee or applicant for employment because of race, sex, religion, color, or national origin. The aforesaid provision shall include, but not be limited to, the following: employment, upgrading, demotion, or transfer; recruitment or recruitment advertising; lay-off or ternunation; rates of pay or other forms of compensation; and selection for training, including apprenticeship. The Contractor agrees to post hereafter in conspicuous places, available for employees or applicants for employment, notices to be provided by the contracting officer setting forth the provisions of the non-discrimination clause. The Contractor further agrees to insert the foregoing provisions in a11 contracts hereunder, including contracts or agreements with labor unions and/or worker's representatives, except sub-contractors for standard commercial supplies or raw materials. It is mutually agreed between the parties hereto that time is of the essence of this contract, and in the event that the work to be performed by the Contractor is not completed within the time stipulated herein, it is then further agreed that the City may deduct from such sums or compensation as may be due to the Contractor the sum of $1,000.00 per dav for each day that the work to be performed by the Contractor remains incomplete beyond the time limit specified herein, which sum of $1,000.00 aer d� shall only and solely represent damages which the City has sustained by reason of the failure of the Contractor to complete the work within the time stipulated, it being further agreed that this sum is not to be construed as a penalty but is only to be construed as liquidated damages for failure of the Contractor to complete and perform all work within the time period as specified in this contract. It is further mutually agreed between the City and the Contractor that if, any time after the execution of this contract and the surety bond which is attached hereto for the faithful performance of the terms and conditions as contained herein by the Contractor, that the City shall at any time deem the surety or sureties upon such performance bond to be unsatisfactory or if, for any reason, the said bond ceases to be adequate in amount to cover the performance of the work the Contractor shall, at his or its own expense, within ten (10) days after receipt of written notice from the City to do so, furnish an additional bond or bonds in such term and amounts and with such surety or sureties as shall be satisfactory to the City. If such an event occurs, no further payment sha11 be made to the Contractor under the terms and provisions of this contract until such new or additional security bond guaranteeing the faithful performance of the work under the terms hereof shall be completed and furnished to the City in a form satisfactory to it. Contract for Signature.docx Page 4 of 15 2/8/2012 LI 1 � , ' ' ' CONTRACT (3) IN WITNESS WHEREOF, the parties to the agreement have hereunto set their hands and seals and have executed this Agreement, in duplicate, the day and year first above written. CITY OF CLEARWATER IN PINELLAS COUNTY, FLORIDA . _ BY� ' , illiam B. Horne, II City Manager ' Countersigned: � ' ' , ' ' ' ' ' ' By: � ��<<R n �� S George N. Cretekos, Mayor (Contractor must indicate whether Corporation, Partnership, Company or Individual.) (The person signing shall, in his own handwriting, sign the Principal's name, his own name, and his title; where the person is signing for a Corporation, he must, by Affidavit, show his authority to bind the Corporation). Attest: � �.�.��..� � Rosemarie Call � �� Camilo Soto Assistant City Attorney ;, ��... • UI%lI I iQN15 C�0✓�� J7 „� ��n (Contractor) �'�y- ��j� � Y By: �� .. L. . j�U� � � ► �� . � ��'�s � �i , `'��, ; .,'. � ,�.�' ,�' _ _ " c.f j , ��,,' �� , i�v `�; . �/,�1. . ' ., � ``t '��l ' Contract for Signature.docx Page 5 of 15 2/8/2012 � � ' LJ ' CONTRACTOR'S AFFIDAVIT FOR FINAL PAYMENT (CORPORATION FORNn STATE OF FLORIDA COUNTY OF On this day personally appeared before me, the undersigned authority, duly authorized to administer oaths and take acknowledgments, , who after being duly sworn, deposes and says: That he is the (TITLE) ' of S. L. WILLIAMS CONSULTING CORP. , a Florida Corporation, with its principal place of business located at 242 Button Bush Lane. We1linQton, Florida 33414 (herein, the "Contractor"). ' That the Contractor was the general contractor under a contract executed on the day of , 20 with the CITY OF CLEARWATER, FLORIDA, a municipal corporation, as Owner, and that the Contractor was to perform the construction of ' t ' REVERSE OSMOSIS PLANT No. 1— CONCENTRATE AND BACKWASH PIPELINES PROJECT #: 09-0018-UT That said work has now been completed and the Contractor has paid and discharged a11 sub-contractors, laborers and material men in connection with said work and there are no liens outstanding of any nature nor any debts or obligations that might become a lien or encumbrance in connection with said work against the described properiy. That he is making this affidavit pursuant to the requirements of Chapter 713, Florida Statutes, ' and upon consideration of the payment of (Fina1 Full Amount of Contract) in full satisfaction and discharge of said contract. ' u That the Owner is hereby released from any claim which might arise out of said Contract. The word "liens" as used in this affidavit shall mean any and all arising under the operation of the Florida Mechanic's Lien Law as set forth in Chapter 713, Florida Statutes. ' Sworn and subscribed to before me This day of , 20 ' � ' NOTARY PUBLIC My Commission Expires: � SectionV (3).docx � Page 6 of 15 : AFFIANT PRESIDENT 2igi2oi2 � „ r ' , � 1'IZUPO�:�1_ l3n�I) I�::tiI <<'.• ^� �!�l� � t�ott: 'si :i CZ:1il31'� ClICCn i� �Flili.11[iC�} ti\C)��'\ :1L1. �3E.1 1;1� '1'I�F:�F. 1'I2E�F\"I:�: 1-17;:t :�r. ti;� �:i��i�r�i��nrc=:. S. L. Williams Consulting Corp. _�, E�,-i,�`i�,.�,_ ;;<<<; Capitol Indemnity Corporation - �----. _ . _--- -- .__ __ . _._._. __ ---_._. _ ._ ::: ��.?��i:. �s i,,�'• ;;�!�irr�� < P.O. Box 5900, Madison, WI 53705 � �� - ----- ---- -.._. . :sc �,.! i :;i��: � ,..i !�, ... .. .. � ,:�. ,�, ,,.., ; ,; .,-, . �•. _ . _._ ._.�. _�---- -- _ .. . � � _ , , .... �� ,,.i r';:...;:::;�;. �;,,.._... ,. .,.. .._;;-. ,,;� Ten Percent of Amount Bid • ` .. .. - ; . �• . . , •10% of Amount 6' .. . _ _ __ _ _ Ji'. .:i!, c� i�:':ii:, _...:IIi:..�:i:i! �•� 1�%�u.. �.��'I:-I!:il.i�i� .\��1�:..:...:lt�?.�1:? lt i i:': i'•:;'•iil:�.. ' . :�. �i�:. • ��. ...il. ..:i�. �a' . _ �I�:U:. . _ i��.��: it�i.. �� _..._. �1��.�i. :�I�ii: �1..-�1�� .... -- ...��?. �`.�„G�: !�_ .1:..',?i.�i�[l�.i��f?. 1:ii��:ti�?.::?u .:�?i��i?. . ( ��_� :��:;_:it:t�s� c�t :": �h:�:< <»i;_ ..:r;z . i ' ; . �:s ; � ' :>.. ,., , � �_ S. L. Williams Consulting Corp. . , . . . ..,. ., , . , . . ,.,., . . . • - . •. �..� 1 t�1J: t .�� ..l.1LU : �� c �:.I �.� — �_..__._. ..._.__.__.___ . ;;, f�i-��;�;E,;��. ;;;��; Capitol Indemnity Eorporation , . _____._ _. _......_.__.__.__.. . ... _.__.__. .. . _.__.------ ,.� `t:�c1�. l+�r ��r�. .��ccilt��? ��: Reverse Osmosis Plant 1 Concentrate & Backwash Pipelines (09-0018-UT) :ll� .._ �iS(�Ll�::iL'l? !F1 SZSi� ��r�> >i�i;:�. I'• 11:'?lt _ :t�� i\�'•f�. ilel'll�il:::l: l�i�iC:l� ":' '!' �' f y 1 { . _ . t11 . C.t'�...li7C� ��di�l Ii�C i? :til� , il�_ �:}iLt�iC1j3l1i?� ;?r,:�..:c}�•�3 fi�1�i:�.'.:_ .:I� \\:iF1111 ��i:�L'l�:L?�:�Cl:1.Ii�� ?� :ltl'li'�l'L :i � �' �' :" ? � ::� . . . . � ' :U IfiC Ci stI .ii :it'l)liE :,ti 1�?i .:i�u.t n:inar�; b:.;s�r. :;:� ;}i� �ai�i ��i.f�l�r �?�nli �•:tfl:t� .:n �i:�;, ; ttcr r,�7ti« <�; sa��i a��„ ' , r�� cn,cr �ttt� .r ic�[lii`.:ti[. tli �:'1'illti�. .1(lii tU:�i1S�i il1C' :'Ci�tt1J"C�j ��CC�l�illl;ltlC� {�i.tilili t:;l�l �UJ'Ct�' i?I' SLlfiiIC� lt� E�. ,t(��I'i�l"�� l�ti• th. C'it� \i:2nas�:. �his �tih!?�_:sti�.>>t �h;:ll h� � nid. r�?1�cr.:•i�e �l�c �c:t��: s;ta11 he in iull 1�,r« <tii�l e�i;:uc h, i:e•,� a�t�� ;hc tt�11 :irvEUli al ►��i: t'fn4�nsal i;��r�ci �:�ill hr ;,ni�i t�.a tl�c C'ir: :L. ,ti��u:atc�i ur Ii��i�i.l.,t�J �;:�na_e;. 24th May 12 �'_r,L� :I:,;� ,�a:, ,,: =�i� !:��11lCi�?'!! ['1�h1 ii?tiiiL.;i: , ,:._!'.C- —` -4n-.11:�Siltlii. � ''.iiill��`i�' C�?i iE��]II:�- ��r ii��i : ic;��a! i fh� E�;-r>��it �i;_nir.;� �f�ali_ i�� ?t;� r,::i� ;�ai;ci�sz•iti��. �s`�n tl�c �'rirm:E c:f'• r i:'.!I;iC. 1ii� i';�'[l €tI?;1?� ;li?u �1t� ili!:: i!1� :�l'i'ti:�7i �:`':1;1?� i(lf :? :�`.t'�'-'.1�lEt(�['. :'ill:<i._ '��, :liii:,:l\ iI. �ih�il' 1'... �...:f..�,.: it' :1:'.i�j l;]i :tlj�'•tli:lE[�!i?. ' �:i.si�:i1� i i • .„,.� .. ' � _ . S. L. Williams Consulting Corp. ____._.... .... __. ._._ __._... .-- !'s•:n�.iJ,al ,. . �� ._ ----_ . . _._. Tit�� PSI �� Capitol nde nity Corporation --•- . _ . . . _..____.-- � �r •� __. _ By Warren , Attorney-in-Fact � �.1 :;11= cAriTOL INVEMN��r� co�rouATioN : 6 Q 0 7 6 3 6 3 POWER OF ATT(�RNEY KNOW F1LL MEN BY THESE PRESENTS, That the CAPITOL INDEMN[TY CORPORATION, a corporation of the State of Wisconsin, having iis principal�offices �in the City� of Middleton, Wisconsin, does make, constitute and appoint � � � � ------- ----~--- --------- -- -----------------------------------WARREN ALTER; PAVID SATINE-----------____—_------------ -------- ---------- its trUe and Iawful AtCOrney(s)-in-fact, to make, execute, seal and= delivet for ai�d bn its �ehalf; as surety, and as its act and deed;. ar�y and all bands, undertakings and contracts of suretyship, provided that no bond or undertaking or contract of suretyship executed under this authority shall exceed in amount the sum of -------= --------- ---- ----------ALL WRITTEN INSTRUMENTS IN AN AMOUNT NOT TO EXCEED: $20,000,000.00------------ --------- ----------- This Power of Attoin�y is �;ranted and is signed and sealed by facsimile under attd �iy the authority of the fallowing Resolufion adopted b}� fhe f3oard �� of Direetors of CAPITOL INDEMhITY CORPORA'1`ION at a meeting duly called and held on the 15th day of May, 2002. � � � �� "RESOLVED, that the Pre�ident, Executive Vice President, Vice President, Secretary or Treasurer, acting individually or oCherwise; be and they hereby are granted the power and authorizaYian to appoint by a Power af Attorney for the purposes oniy of executing and attesting bot�ds and undettakings, and other writings,obligatory in Che nature thereof, one or mare,resident vice-presidents,, assistant secretaries and attorney(s)-in-fact, each appointee to have the powers and duties usual to such offices to the business af this company; the; signatitre of such officers and seal af Y1�0 Company may;be affixed ' to any such pQwer of attorney or to any certificate relating thareCo by facsimile, and any sueh power of attorney ar certafieaie bearing such facsimil'e signatures or facsimiiz seat shall be valid and binding upon the<Company; and any such power so executed and certified by facsimile signatures and facsimile seat shall be valid and binding upon the Company in the future with respect to any bond or undertaking or other writing ob}igatory in the �� nafure thereof Cd which it is attached. Any such appointment may be revoked, for cause, or without eause, by any of said officers, at any time." �� 1N WITNESS WHEREOF;�the�CAPITOL l�'DEMNITY CORPORATION has caused these presents to be signed by its offioer undersigned and its `corporata'�seal t��be hereta:afFi�ed du}y attested, this 2nd day of,May, 2Q#�-h. � � Attest: ` CAPITOL INDENINITY CQRP�Rt1TION . ��_ /� / . /�} \\\��0��\��Et�NiY�'��q//o0ipi�i . _ . . � . � ��f'f/U�^`�J� . P�/ �OPPORATF 9'90� '.. �.- . . � `�f —• `_' /��, � �� pv � Riohard W Allen III � � � � � �� _ � David F. Pauly President Sucety & Fidelity Operations y� � � CEO & President-� STATE OF WISCON�IN S.S.: ��i�°i�iiisiivi� im��v�� a�\ � COUNTY OF' BANE � � n°B1°0 ��Qn the 2nd day of May, 20 t 1 before me personaliy came David F. Pauly, to me known, who being by me duly sworn, did depose� and say: that he resides �� in the Cdunty of�I}arre, State of Wisconsin; that he is �President of CAPITOL INDEMNITY CORPORATION, the corporation� described�� herein �and which executed tihe above instrument; that he knows the seal of the said corporation; that the seal affixed to said instrument is such corporate seal; ifiat �t was sosaffixed by ord�r of the:Board of Directors of said carporation and that he signed,hispame thereto by like order. � .. vUN'Y � /'i/a/i✓�.a/l. 7� . . . . . . pfOF � f �' 3 e� .. rCS � . .. � . . . DANIEL =" � . � . . . . . - W s . � . � . . � � � � �. KRUEGER � - � � � � � � � � � � � - � Daniel W. Krueger � � �STAT� Ok' WISCONSIN � ,P � Notary Public, Dane Co., Wl S,S.: � >,.��5� ��° GOUNTY OF DAhi� } GE[tT{FICATE : My Comtnissiort is Permanent 1, the u�detsigned, duly e�ected to the ofiice stated below, _�ow the ;ineumbent in CAPITOL INDEMNITY CO�PORATT4N, a`'Wisconsin ' Corporation, authaTized to make this certificate, DO HEREBY CERTIFY that the foregoing attached Power of Attorney rernains in full focce and �as not beett revoked; and furthermore, that the Resolution of ttae Board of Directors, set forYh in the Power of AtYarney is now in foree. Signed attd sealed�aC the City of Middletor�; State of Wisconsin this � 24th day of M�y � , 2 � l�� eiu�i a . . �J.H �R � Hy�� _ /'�' � . � � � s^`�� wAPOaA �+ � ` � G%�. .. r � ' SEAL = � Alan S. Ogilvie � Secretary � mn�,��: ,��, � � � � THIS DOCUMENT 1S NO'� VALID UNLESS PRINTED ON GgAY SHADED,BACKGROUND WITH A RED SERIAL NUM$ER IN THE UPPER RIGHT IiAND CORNER' I.F �'QLJ HAVE ANY QUESTIONS C�NCE[21VINC; THE AUTI•IENT[CITY OF THIS DOCT7MEI�IT CALL 500-475-445�. . . � . . � � .. �{'iC-POA(5-]1)� . . ' t ' ' ' 1 AFFIDAVIT (To be tilled in and executed if the bidder is a corporatian) STATE OF FLORIDA ) COUNTY OF � ►?'� �' Er�C� ) � �'l S'�"i riG'� S� �(��'� being duly sworn, deposes and says that he/she is Secretary of _ �j�5v �Or . a corporation organized and existing under and by virtue ot'the aw nf the State f Florida, and having its principal o�ce t: A► � � �, � �,,�., � j �� %�P_ . laVeJ�i✓!�� . �lm �h Fl� & Number c�ty � Affiant further says that he is familiar with the .�. I • w; l l � �� rr� ��ns� i ' ' , ' ' , ' ' � ' �I'� s�t� bc�oks and by-laws of . (Name of Corporatica�pZ j ' Affiant further says that (F� r? �� I l�-S is ~r'r��i�7 (Officer's Name) (Title) of the corporation, is duly authorized to sign the Proposal for �Y:.r"u:�-� C i for said corporation by virtue of � � �l— �(state whether a provision by aws or a Resolution of th� Board of ;�,,�,,�@ �eC p,--S Dircctors. If by Re lution give te of doptian). � Affi t Sworn to before me this � 3Qpday of � f} �J , 20�. tiectionV (3).dc�c Page 8 uf 15 ' �%/"/'/ D///)// Tff �L'"� ' -/'\/'��L�//� v �� Notary Public ��gr�N � - !��-t� 1 N Type/print/stamp name of Notary d� Title ar rank � �q,r � SNARON R. BLAIN �� Notary Public, S'tate oi Florida ;, Comndssion# EE t3650 � '° A�4}+e�fr�n. expires tit�ust 1, 2014 ��.:� � :. ..�K:�� 2/8/2012 ' ' ' ' � , ' , ' � ' ' ' ' � I_ i , , NON-COLLUSION AFFIDAVIT STATE OF FLORIDA ) COUNTY OF �C.I r'r1 �h ) �i'�r( ��f r�G` �t �Jg�� being, first duly swarn, deposes and says that he is Cr�7� r' of S. �-- ° i��%1c O�i'Y1S �.OY1�ScJ/T��?C ,�-°r/ - the party making e foregoing Proposal ar Bid; that such Bid is genuine and not collusive or sham: that said bidder is not financially interested in or otherwise affiliated in a business way with any other bidder on the same contract; that said bidder has not colluded, conspired, connived, ar agreed, directly or indirectly, with any bidders or person, to put in a sham bid ar that such other person shall re&ain from bidding, and has not in any manner, directly or indirecily, sought by agreement ar collusion, or communication or conference, with any person, to fix the bid price or affiant or any other bidder, or to tix any overhead prafit or cost element of said bid price, or that of any other bidder, or to secure any advantage against the City of Clearwater, Florida. or any person or persons interested in the proposed contract; and that all statements contained in said proposal or bid are true; and further, that such bidder has not directly or indirectly submitted this bid, or the contents thereof, or divulged information or data relative thereto to any association or to any member or agent thereof. iant Sworn to and subscribed before me this�3(��day of ��i� , 20 ��. • c ,�,� ,2�. Notary Public , . ,,A ' SHIFRON R. BLAIN '� iVotery Public, State of Florida " Camtr~`�sior�# E€13650 � My axtt:n. eznires August 1, �14 � .-�.�� ' SectianV (3).doc Nage 9 of 1 S 2/R/2012 �� t � r � ' LJ , � i ' r ' ' � � ' � , PROPOSAL (1) TO TNE CITY OF CLEARWATER, FLORIDA, far REVERSE OSMOSIS PLANT No. 1— COh'CENTRATE AND BACKWASH PIPEL[NES PROJECT #: 09-0018-UT and doing such other work incidental thereto, all in accordance with the contract documents, marked REVERSE OSMUSIS PLANT No. l— CONCENTRATE AND BACKWASH PIPEL[NES PROJECT #: 09-001&UT Every bidder must take notice of the fact that even though his proposal be accepted and the documents si�ned by the bidder to whom an award is made and by those officials autharized to do so an behalf of the City of Clearwater, Florida, that no such award or signing shall be considered a hinding contract without a certificate from the Finance Director that funds are available to cover the cost of the wark to be done, or without the approvai of the City Attorney as to the form and legality of the contract and all the pertinent documents relating thereto having been approved by said City Attorney; and such hidder is hereby charged with this notice. The signer of the Praposal, as bidder, also declares that the only person, persons, company or parties interested in this Proposal, are named in this Proposal, that he has carefully examined the Advertisement, Instructions to Bidders. Contract Specifications, Plans, Supptemental Specifications, General Conditions, Special Provisions, and Contract Band, that he or his representative has made such investigation as is necessary to determine the character and extent of the work and he proposes and agrees that if the Proposal be accepted, he will contract with the City of Clearwater, Florida, in the form of contract; hereto annexed, to provide the necessary labor, materials, machinery, equipment, tools ar apparatus, do all the work required to camplete the contract within the time mentioned in the General Conditions and according to the requirements of the City of Clearwater, Florida, as herein and hereinafter set forth, and furnish the required surery bonds for the faUawing prices to wit: SectianV (3).dnc Page 10 ot' 15 2/7i/2012 PROPOSAL (2) If the foregoing Proposal shaU be accepted by the City of Ciearwater, Flarida, and the undersigned shall fail to execute a satisfactory contract as stated in the Advertisement herein attached, then the City may, at its option determine that the undersigned has abandoned the contract, and thereupon this Proposal shall be null and void, and the certified check or bond accompanying this Proposal, shall be forfeited tc� become th� property of the City of Clearwater, Florida, and the full amount of said check shall be retained by the City, or if the Proposal Bond be given, the full am�unt of such bond shall be paid to the City as stipulated or liquidated damages; otherwise, the bond or certified check accompanying this Propasal, or the amount of said check, shall be returned to the undersigned as specified herein. Attached hereto is a bond or certified check on f� IToI ��—r�—/n� � l� Cpr pra� p� Bank, t�r the sum of � h�rC'a- � — 7�u r � h.,ty _ �tj'w� C}?ii . `�a�c�Gt.�tO� f�oh ��re.� � p'►�j -�-�P1z do�a'S � S�� l5y � 0�3 �� `� ) (being a minimum of 10% of Contractor's total bid amount). The full names and residences of all persons and parties interested in the foregoing bid are a.s follows: {If corporation, give the names and addresses of the President and Secretary. If firm or partnership, the names and addresses of the members or parmers. The Bidder shall list not only his name but also the name of any person with wham bidder has any type of agreement whereby such person's improvements, enrichment, employment or possible benefit, whether sub-contractor, materialman, agent, supplier, or employer is contingent upon the award of the contract to the bidder). NAMES: � �r ��L ��e � � , ;� � J�en w► I ��ams , W�, �� r � � res� r�.. � ADDRESSES: ��w�1�� Signature of Bidder: � � o��-�-, (The bidder must indicate whether Gorporation, Partnership, Company or Individual). ' � tiectionV (3►.doc � Pagc I I of I 5 �� 3 y`�l �o� �� Zisi2t� i z , . , , � PROPOSAL (3) � The person si�,ming shaq, in his own handwriting, sign the Principal's name, his own name and his title. Where the person signing for a corporation is other than the President or Vice-President, he must, by affidavit, shc�w his authority, to bind the corpc�ration. �.L, j,V��a„�s �'�� / f ir�q �o��_ � J �J PrincipaL• �0 2 C� - �%! `�lG�-�S By:� Title: ��PS�C�n � � Business Address af Bidder. o� � o� �U�Gr �vs% �Gi_r1 � � City and State: �iL� � �L Zip Code � � �1 � � Dated at (�1%Q �i r rt �' �� , this a3�day of ,, A.D., 20� —�—� � LJI � � � � � ' � SectionV (3).dcx Page 12 ot� IS , �18t2012 � � � ' � , ' , � � � � r � � ' � ' ' 0 CTfY OF CLEARWATER ADDENDUM SHEET PROJECT: REVERSE OSMOSIS PLA1�T No. 1— CONCENTRATE AND BACKWASH PIPEI.INES PROJECT #: U9-0018-UT Acknowledgment is hereby made of the following addenda received since issuance of Plans and Specificatians. SectianV l3►.doc Addendum No. / Date: � I Addendum Na. O� Date: �%a ��l o� _ Addendum No. � Date: v �� %� Addendum No. Date: Addendum No. Date: Addendum No. Date: Addendum No. Date: Addendum No. Date: Adclendum No. Date: Addendum No. Date: Addendum No. Date: Pagc 13 of I S v L. �'tlltc�mS C�n�� I�i� � Cor� (Name of Bidd ) . (S� e of fficer) �{'PS1 O�,n� (Title of Ot�icer) 5�ia �� a (Date) 2!8/2O t 2 0 0 BIDDER'5 PROPOSAL PR�JECT: REVERSE OSMOSI5 PLANT No. 1- CONCENTRATE AND BACKWASH PIPELINES ) PROJECT #: 09-0018-UT 1 S- � • U�r 11107Y2C [ An.gt�/ / //'1/,� CONTRACTOR: BIDDER'S GRAND TOTAL (BASE BID) $ �� BIDDER'S GRAND T�TAY. BASE BID) f�ho m,' . 5� - , ._ v. �-i — . � � � — / � (Wor } THE BIDDER'S GRAND TOTAL ABOVE IS HIS TOTAL BID► BASED ON HIS UNTT PRICES AND LUMP Si1M PRICES AND THE ESTIlVIATED QUANTITIES REQUIRED FOR EACH SECTI�N. THIS FIGURE IS FOR INFORMATION ONLY AT THE TIlVIE OF OPENING BIDS. THE CITY WII..L MAKE THE TABULATION FROM THE UNIT PRICES AND LUMP SUM PRICE BID. IF THERE IS AN ERROR IN THE TOTAL BY TI� BIDDER, IT SHALL BE CHANGED AS ONLY TI� iJNIT PRICES AND LUMP SUM PRICE SHALL GOVERN. Q� � �� REVERSE OSMOSIS PLANT NO. 1- CONCENTRATE AND BACKWASH PIPELINES 09-0018-UT ITEM UNIT NO. BID ITEM DESCRIPTIONS UNIT TY PRICE TOTAL 1 Mobilization (3.5% Maximum) LS 1 y(o q�jr0" ��. �� 2 Maintenance of Traffic (1.5% Maximum) LS 1 i9 $lc�•°" �g B�� '�� 3a F�� 3" CONDUIT- HDPE Pipe by Horizontal LF 10,600 �,9U �� d� oc� Directional Drill ��% F&I 6° BW - PVC Pipe by Horizontal 3b Directional Dri(I LF 10,750 �p .99 �� 6�a, 3c �&I 8" CONC PVC Pipe by Horizontal LF 10,750 , 35 Directional Drill �j% ,�j37, olc? � 5 3d F&I 6" BW - HDPE Pipe by Horizontal LF 1,850 J, fo� 3� 3 Directional Drill � , � , su 3� F&I 8" CONC HDPE Pipe by Horizontal LF 1,850 Directional Drill 3% � 3 S �5'+� c�c r� _ Sc� 4a F8�13" CONDUIT HDPE Pipe by Open Cut LF 700 f�, 5U -�� 4b �&I 6" BW PVC/DI Pipe by Open Cut LF 700 a g_�b ao �9� = o0 4c F&I 8" CONC PVC/DI Pipe by Open Cut LF 700 t..�(� . R3 �$ j�/ • v0 5a F&I 6° Resilient Wedge Gate Valve 8� Valve EA 12 j3c� .�" /6�"��1 °�' Box % �b F&I 8" Resilient Wedge Gate Valve 8� Valve EA 12 , Box � , � a7i • ,'9 � � a iG. a� �v��. „v - ,,, .,.,. i Bid Tats Revised Addendum2.doc Page 14 of 15 Revised per Addendum No. 2- May 21, 2012 �►��.� � ' ' � � � ' � � r � � � ' � � ' i � 0 6 Pull Boxes for 3" Conduit EA 36 1�� yf�- y�f (oyf •� 7a F&I Combination Air Valve 6" BW EA 24 �,/y ; 95 .80 7b F81 Combination Air Valve 8" CONC EA 27 •55 �� F&I ARV Polyethyiene Cover (Houses finro 8a ARVs EA 23 %%D' �� l7, 7/D • b° F8�1 ARV Po l yeth ylene Cover (Houses one 8 b ARV E A 5 � C j. S� 3�/�, Sb 9 Root Pruning LF 1,300 `�• �`I a •° n � 10 Tree Barricades LS 1 3�C�ppao 3�,�o Jack and Bore Crossing of N. Belcher ou 11 Road LS 1 %��y�� 3l y5�' �� HDD 8" CONC/6" BW/ 3" CONDUIT 96+65 12 to Station 103+41 at Sharke Road LS 1 I�a�,°� �/ ab3 ,oc Open Cut Crossing af N.E. Coachman Rd 13 SR 590 �S 1 �� ''6�'�' vo 14 Materials Testing Allowance LS 1 $10,000 $10,000 Sod Restoration as Directed by the Owner 15 or the Owner's Authorized Project SY 500 �� /]�� .�" Re resentative �� Concrete Driveway Restoration as Directed 16 by the Owner or the Owner's Authorized SY 500 j j p�p(j � 3� � , °� Pro'ect Re resentative Concrete Sidewalk Restoration as Directed 17 by the Owner or the Owne�'s Authorized SY 500 � j• b0 / a � S� �°" Pro'ect Re resentative Conc�ete Curb Restoration as Directed by 18 the Owner or the Owner's Authorized LF 500 )a .�o ��' Pro'ect Re resentative Asphalt Paving Restoration as Directed by 19 the Owner or the Owner's Authorized SY 500 l�.°�° 5'l �, b° Pro'ect Re resentative Underdrain Restoration as Directed by the 20 Owner or the Owner's Authorized Project LF 500 0�0� -°U Ij�b00 `�o Re resentative ExcavatPon Below Normal Grade and o� a o 21 Beddin Rock Refill CY 100 %C� � r�ObO SUBTOTAL (BID ITEMS 1-21) ��`�� ' 22 Owner's Contingency (10%) LS 1 %�6}a�� TOTAL PROJECT COST (BASE BID) —(BID ITEMS 1-22j: I,v�/ol,a�' Bid Tab Revised Addendum2.doc Page 15 of 1S Revised per Addendum No. 2— May 21, 2012 ; , �� . �� ' , ' ' ' ' ' ' , APPENDIX A GEOTECHNICAL SOIL REPORT ' ' ' ' ' ' , ' ' ' Appendix A.doc 4/23/2012 , l__; ' AFFADIVIT TO CONTRACT ' CONTRACT LANGUAGE TO BE ADDED TO ANY CONTRACT AWARDED OR RENEWED ON OR AFTER JULY 1, 2012 THAT IS FOR OR GREATER THAN $1,000,000. ' t fl � � 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 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, 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 Certifcation may deem the entity's submittal non-responsive. If � the City of Clearwater determines that an entity has submitted a false certification 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 certiiication, 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 exist: ' ' ' ' � ' 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. 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 scrutinized business operations and to refrain from engaging in any ' new scrutinized business operations. B. For Companies Engaged in Business Operations in Cuba or Syria: ' 1. 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 ihe 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 allow 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) dollars, 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. ' ' ' ' ' ' , � ' ' [� 1 C ' � u � ' SCRUTINIZED COMPANIES AND BUSINESS OPERATIONS WITH CUBA AND SYRIA CERTIFICATION FORM THIS FORM MUST BE COMPLETED AND SUBMITTED PRIOR TO AWARD. FAILURE TO SUBMIT THIS FORM AS REQUIRED, MAY DEEM YOUR SUBMITTAL NONRESPONSIVE. The affant, by virtue of the signature below, certifies that: The vendor, company, individual, principal, subsidiary, affiliate, or owner is aware of the requirements of section 287.135, Florida Sta.tutes, 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, ' facilities, personnel, products, services, personal property, real property, military equipment, or any other apparatus of business or commerce; and ' ' I_ I 1 � � 1 �l r � 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. �-f" Authorized ' at re , ('Q�a ��. L . �v� 1 �� ''-S Printed Name R {��s �oQ�.., Title S_ L�� I�� C`o�s � 1�� Name of Entity/Corporation �Q� , ' L�� ' C! � ' ' ' ' � 1 ' LJ � 1 � ' ' STATE OF � Or r��1 COUNTY OF II/`t ��u �� The foregoing instrument was acknowled ed ef re me on this a� � day of 9� ,. ( , 201 �2, by �(t/ W f��d "�s (name of erson whose signature is bei g notarized) as the .e 1k� (title) of SL GVi(�rk�I �,�w �� (name of �co oration/entity), perso ally known to me as described herein , or produced a L • C� f e��k- (type of identification) as identification, and who did/did not take an oath. �/zb��z //�,7�� r e ROBERT S. UR80 `I! U/'Q � � �ry P� y.� � � Notary Public CommiasionN EE152971 �f � �� I�y comm. expires Dec. �3, 2ot5 Printed Name• i10 NOTARYSEAL ABOVE My Com ission Expires• �CC �+(i'-13� �� 5' � , � � � CII REPORT OF THE GEOTEC�INICAL INVESTIGATION . � CLEARWATER REVERSE OSMOSIS PLANT #1 PIPELINE BORINGS ' CLEARWATER, FLORIDA - , �� ' ' � ' � ' Driggers Engineering Services Incorporated G ' ' ' � � ' � u � Geotechnical Engineering & Gonstruction Materials Testing Camp, Dresser & McKee, Inc. 1715 N. Westshore Blvd. Suite 875 Tampa, Florida 33607 Attention: Ms. Jennifer L. Grissom, P.E. RE: Report of tbe Geotechnical Investigation Clearwater Reverse Osmosis Plant #1 Pipeline Borings Clearwater, Florida Our File: DES 116718 Dear Jenrufer: � ' � � � ' LJ � August 11, 2011 Pursuant to your authoriza.tion, DRIGGERS ENGINEERING SERVICES, INC. has completed the geotechnical investigation at the requested locations along the planned pipeline route. Presented herein are the results of our field and labora.tory siudies together with a discussion of subsurface soil and groundwater conditions encountered. PLANNED CONSTRUCTION Information provided to us indicates that the subject proj ect will invoive the consh-uction of parallel concentrate disposal and backwash pipelines between R/O (Reverse Osmosis) Plant # 1 located on Duncan Avenue north of Airport Drive and the Brackish R/O WaterTreatm�nt Plant #2located east oftT. 5.19, north of Gulf-to-Bay. We understand that the pipes would be 6 to 12 inches in diameter and would be constructed generally utilizing a combination of directional drilling, jack and bore and direct burial methods. The route investigated runs east along Airport Drive and the south end of the Clearwater Air Park properry from Duncan Avenue to Hercules Avenue, with a crossing at Keene Road; east along Marilyn Street to N.E. Coachman Road; crossings ofN.E. Coachman Road and Belcher Road; east along Sharkey Road to Old Coachman Road; south along Old Coachman and east on Drew Street to U.S. 19. � Sa�asota Clearwater Tampa Phone: 941.371.3949 12220 49th Street North • Clearwater, Florida 33762 Phone: 813.948.6027 Fax: 941.371.8962 Phone: 727.571.1313 • Fax: 727.572.4090 Fax: 813.948.7645 saroffice@driggers�ng.com clwoffice@driggers�ng.com tpaofficeC�driggers-eng.com 2 While plans were not available at the tune our investigation was conducted and this report was prepared, we were informed that the pipeline would generally ntn along the south side ofthe roadway to the large wetland near Marilyn Street and CrraharnDrive; along the center ofthe right-of-way from the wetland to McKinley Street and Marilyn Street; along the north side of the right-of-way along Marilyn Street and Sharkey Ro.ad. to Old Coachman Road; along the west side of Old Coachman and along the south side of Drew Street. Jack and Bore crossings are anticipated crossing Belcher Road at Sharkey Road and at the Old Coachman Road and prew Street intersection. There may also be a jack and bore crossing at NE Coachman.. The crossing of Keene Road along:Airport Drive may be constructedby either j ack and bore or directional drilling methods. We understand that the minimum jack and bore depths will be 10 to 12 feet. The pipeli.nes will be constructed by directionally drilling beneath the wetland along Sharkey Road. The anticipated pipe depth will be on ttie order of 30 feet in this vicinity. The remainder of the pipelines would likely be constructed by shallow directional drilling with about 3 to 6 feet of cover. Deeper directional drilling would l�ely be utilized beneath roads and where necessary to avoid e�cisting utilities. There may be some areas of open cut and direct burial to accommodate connections or to facilitate construction. A nominal3 foot depth of cover is anticipated for open cut construction. GEOTECHIVICAL INVESTIGATION PRUGRAM SOIL BORINGS - Twenty-five (25) Standard Penetration Test (SPT� borings were requested and advanced to the requested nominal depths of 15 to 60 feet beneath present grades. The borings were positioned in the field by our geotechnician utilizing the requested locations along the pipeline aiignment, as described above, and at loca.tions free of surface obstructions and buried utility lines. The boring locations were staked in the field for location by the proj ect surveyor. Locations of the borings are illustrated on the appended Plate I. Note that the upper 6 feet of each boring was advanced with hand auger equipment with hand cone penetrometer soundings as a precaution against encountering unknown buried utility lines. Logs of the hand cone and SPT portions of each test boring are presented in the report attachments. Ground surface elevations on the logs were provided to us by the proj ect surveyor. The logs contain visual soil descriptions and estimated Unified and AASHTO Soil Classifications corresponding to each sample interval. The logs also depict tabulated and plotted cone penetrometer and Standard Driggers Engineering Services Incorporated � � ' � 3 Penetration resistance values correspond.i.ng to each sample interval. Also included is a brief description of the Standazd Penetration method of sampling and testing. LABORATORY CLASSIFICATION TESTS - A limited laboratory classifica.tion testing program was ' undertaken to aid in clia.racterizing the engineeri.ng properties of the subsurface soils. Our laboratory tests included grainsize analyses, Atterberg liquid limit and plastic limit detemiinations and organic content tests. ' ' � ' � ' � � 'u ' �I I �� I�� J � I� �� Corrosivifiy series testing (pH, Resistivity, Sulfates and Chlorides) �was alsa performed on selected soil types from the anticipated pipe depths atplanned j ack and bore locations. Results of the testing program are presented on the Summary of Labara.tory Test Results in the appendix. Grainsize analyses are also included in the report atta.chments reflecting the percent finer (by weight) versus the equivalent grai.n diameter or U.S. Standard Sieve size. GENERALIZED SUBSURFACE CONDITIONS SOII. CONDITIONS - The Standard Penetration Test borings have identified a subsurface profile consisting of an upper unit of fine sands with some to minim a1 silt, clay and organic fines content. These soils generally comprise the SP to SP-SM Unified and AASHTO A-3 Soil Classifications. Some ofthe upper sands contained gravel and limerock, evidence ofthe previous roadway and utility construction along the alignment. These sandy soils were penetrated to the boring completiondepths at locations B-1 through B-13 and B-16. At therem �n;ng boring locations, interbedded silty to clayey sands and clays were penetrated belowthe upper sands. These soils comprise the SM, SC and CH Unified and AASHTO A 2-4, A-2-6 and A-7-6 class�cations. The clayey soils were typically first encountered at depths of 4 to 10 feet at boring locations B-18 through B-25. Corrosivity series testing on soil samples at the anticipated jack and bore locations suggest that the soils are generally moderately aggressive. However, the sands tested from a depth of about 20 feet at boring location B-12 are in the extremely aggressive category based upon the pH value less than 6.0. As requested, selected soil parameters for the varying soil types encountered during our studies are presented in Table II in the report attachments. Penetration resistances indicate that the sandy soils are typically very loose to loose in relative density with medium dense to occasional very dense zones below about 15 feet. The clays recovered typically exhibited at firm to hard consistency, with some occasional soft clays. Please also note the losses in drilling fluid circulation which were encountered at the following boring locations and depths: Driggers Engineering Services Incorporated B-11 @ 6' B-15 @ 41' B-20 @ 34.5' B-21 @ 35' B-22 @ 39.5' B-23 @ 39' 1 1 4 � Other than theloss of circulation wluch occutred in a gravel seam within fill at a depth of about 6 feet in boring B-11, the remaining losses of circulation occurred belowthe anticipated.pipeline depth. Howe�er it should be noted that very loose to loose sands were also encountered at relatively shallow depths at boring locations B-1 through B-15 and boring location B-21. GROUNDWATER CONDITIONS - Groundwater was not encountered within a depth of 10 feet at boring locations B-17 throughB-19, B-24 and B-25 when the borings were conducted in mid-March, 2011. Groundwater levels were measured at a depth range of 3.3 to 14.9 feet below grade at the remaining bori.ng locations. Based upon the antecedent rainfall, we would estimate that normal wet season groundwater levels may generallyoccur at depths shallower than the measured depths. Many ofthe borings revealed fill soils and, thus there are no soil indicators of seasonal high groundwater levels. Further, all of the alignment is within developed areas and development and drainage improvements can also affect groundwater levels. A summary of ineasured and estimated normal seasonal high �oundwater levels is presented in Table I in the report attachments. Many ofthe estimates are based upon available soil indicators in near-by borings. The estimated seasonal high groundwater Ievels in borings B-17 through B-25 represent a perched condition above low permeability silty and clayey soils. Confirmation ofpotential seasonal fluctuations would necessitate installing shallow piezometers and monitoring groundwater levels during the wet season. SOIL SURVEY - Review of the Soil Survey of Pinellas County indicates the general presence of the following soil types in the vicinity of the planned pipeline alignment: Soil Type General Location Adamsville Belcher & Old Coachman Intersection Driggers Engineering Services Incorporated , � � ' � 5 Anclote-Depressional Wetla:nd between Hercules & Belcher Dump Athletic Fields south of Sharkey, West of Old Coachman Irnmokalee-Urban West half of Airport Drive to Keene; part of Sharkey, east of Belcher Myakka -Urban Most of alignment Pits Old Coachman, between Sharkey & Drew Tavares- Urban Most of west half of Sharkey Wabasso-Urban Land Sharkey & Old Coachman GEOTEC�INICAL EVALUATION AND REGOMMENDATIONS DIRECTIONALLY DRILLED CONSTRUCTION - Directionally drilled construetion methods should generally conform to the Section 555 ofthe most current Florida Department of Transportation (FDOT� Standard Specifications for Road and Bridge Construction. The results of our geotechnical investigation indica.t� that the directional drilling extending to a depth of about 30 feet near boring locations B-14 and B-15 will primarily penetrate through an upper unit of generally very loose to loose fine sands with variable silt, clay and organic fines content. Between about 30 to 35 feet, the borings suggestthe presenee of firm to hard clays and dense, slightly cemented sands. Care must certainly be exercised during the directional drilling process in order to appropriately stabilize the horizontal boreliole with drilling slurry so as to avoid potential cavi.ng of overlyi.ng soils that could cause unaccepta.ble settlementsto overlying or adjacent ntilities, roadways or slruet�es. Conve�sely, one must avoid over-pressuring the drilling slurry, particularly within the very loose sands at shallow depths, that could result in unacceptable discharge of drilling slurry to the ground stuface. Accordingly, greater pipeline depths may be preferable. As previously rioted, there was a loss of drilling fluid circulation witivn the loose clayey sands penetrated between about 3 8 to 43 feet at boring location B-15 as well as within the gravel seam at a depth of 6 feet at boring location B-11. The contractor should also be aware ofthe potential for more permeable sandy seams within the clays and limestone unit. JACK-AND-BORE CONSTRUCTION - Jack and Bore construction methods should generally conform to the Section 556 of the most current FDOT Standard Specifications for Road and Bridge Construction. Where pipeline construction may involve jack and bore construction at selected road Driggers Engineering Services Incorporated � crossings, a casing at a depth of about 10 to 12 feet, ormore, would likely encounter very loose to loose sands in the vicinity of boring locations B-3, B-4, B-12 aud B-13. At the Old Coachman Road - Drew Street intersection, borings B-20 through 23 suggest that conditions ranging from very loose to loose silty to clayey sands and fiim to very stifFclays depending upon the depth of the casing. Appropriate excavation shoring and dewatering will likely be required as discussed subsequently in this report. As with the directionally drilled conshuction, installation ofthe j ack-and-bore casing must also consider protection of the overlying roadwa.ys and utility lines particularly where the excavations are in very Ioose to loose sands. Note tha.t dewatering will be necessary not only fqr the pits, but along the entire length ofthe casing. This could be accomplished by intermediate dewatering points or by lowering groundwater levels sufficiently below each pit to provide aradius of influence encompassing the length of the casing. It is, however, the responsibility of the contractor to devise his own means and methods to accomplish the required construction. OPEN CITT CONSTRUCTION - We understand that open-cutting and backfilling may be utilized for some areas along the route as well as at directionally drilled connection points and j acking and receiving pits. For shallow pipe connection depths of some 4 to 6 feet, and dependi.ng upon groundwater levels at the time of construction, dewatering would be expected to be necessary. It is anticipated that a series of wellpoints would be installed along the pipeline alignment. Piezometers should be installed at points along the alignment to confirm the effectiveness of the dewatering. For deeper excavations associated with j acking and receiving pits and excavations where sloping of excavations would not be practical, sheet piling or trench boxes will lilcely be needed to support the excavation side walls. Where sheet piling may be utilized, special care must be exercised to limit the development of any significant vibrations associated with installation and withdrawal activities which could result in settlements of adj acent roadways, utilities and structures. Forthis reason, it would be imperative, in our opinion, that sheet piles be installed utilizing techniques that do not impart unacceptable vibrations. There are specialty contractors with the capability for installing and removing sheeting utilizing non-vibration techniques. We would recommend contacting Giken American Corporation (phone: 407/3 80-3232) for details relative to this methodology. Excavation Shorin� - With respect to the design of an excavation braeing system, we recommend consideration ofthe following soil parameters which would be applicable for the principally sandy soils generally evidenced within the anticipated excavation depths: Driggers Engineering Services Incorporated ' ' ' ' ' ' � ' C' ' ' ' �I LJ ' �l �' , �I � �J Moist Soil Unit Weight: Saturated Soil Unit Weight: Buoyant Soil Unit Weight: Coefficient of Active Earth Pressure: At Rest Earth Fressure Coefficient: Passive Earth Pressure Coefficient: 110 pcf 120 pcf 60 pcf I� = 0.33 Ko = U.5 Kp=3.Q 7 The at rest lateral earth pressure coefficient is recommended if the shori.ng will essentially be restrained against lateral deformation of the top which would be needed to approach the active earth pressure state. The effect of any surcharge loads during construction, suchas stockpiled soii, must be superi.mposed. Naturally, the design must include an appropriate factor of safety with respectto the design loads. The contractormust comply with applicable OSHA requirements with respect to excavation safety. In order to provide a firm stable working surface, we recommend undercutting the soils aminirnum of 12 inches belowthe bottom oftheplanned pit elevation. 9Ve recommend careful geqtechnical inspection at the undercut elevation to identify any unexpected pockets or zones of increased compressibilitythatmaywarrantfurtherundercutting. However, excessive undercutting shouldbe avoided if possible. Following removal of the undercut soils, the excavation should be backfilled to the planned pit bottom elevation utilizing crushed concrete, crushed granite or hard durable crushed limerock ha.ving a grading corresponding to an FDOT No. 57. The gravel should be uniformly compacted so as to produce a firm and unyielding subgrade for construction. The gravel layerwill also aid in collecting seepage into the excavation. Care must be exercised in the prepara.tion ofthe subgrade prior to placement of the gravel to avoid any remolding or disturbance of soils at the undercut elevation. Dewaterin� - Depending upon the depth of excavation and groundwater levels at the time of construction, dewatering may be needed to maintain groundwater levels aminimum of 12 inches beIow excavation depths as well as below any jack and bore casing elevation. It is anticipated that dewatering would generally be accomplished throug� installation of wellpoints. Due to the stratified nature of the soils encountered at the boring locations, we suggest that the wellpoints be properly designed and sand encased so as ta maximize the efficiency ofthe dewatering system. However, the responsibility of the contractor to devise his own means and methods to accomplish the Driggers EngineerinG Services Incorporated E required dewatering. As with all dewatering programs, it is important to mainta�n careful observations of the effectiveness of the system prior to initiating excavation and construction activities. It would, therefore, be important to install piezometers at points along the alignment to confirm the effectiveness of the dewatering. The dewatering system must consider potential settlement effects in the vicinity ofthe roads, utilities or neighboring structures. Therefare, it is recommended that the contractor retain a competent dewatering eonsultant to assist in properly designing the dewatering system. Suitabilitv of Egcavated Soils for Use asBackfill - The upper fine sands indicated in our geotechnical studies will certainly represent suitable materials forreplacement and compaetion as backfill far open cut construction and inthe jacking andreceivingpits. These fine sands comprising the SP to SP-SIVI Unified Soil Classifications or the AASHTO A-3 designation should respond effectively to conventional vibra.tory compaction. Sands with increased fines content, such as the silty to clayey sands {SM to SC, or A-2-4 and A-2-6 soils) typicallypenetrated below the cleaner sands could be blended with the cleaner sands to enhance theirworkability. Clay soils (CH or A-7-6) should be excluded from backfill. It is important to recognize that the soilsmay exist athigh moish�e contents when excavated below the:water ta:ble. Accordingly, these soil types may require some adjustment in moisture content to achieve effcient and effective compaction. In general, it is beneficial to adjust moisture contents to within f2% ofthe optimum moisture as established by the appropriate Proctor moisture-density relationship as required by project specifications. RECOMMENDATIONS FOR INSPECTION AND TESTING - Pipe bacl�'ill and backfill pla.ced in j acking and receivingpits should be placed and compacted aceording to City of Clearwater or proj ect specifications. Backfill under all types ofpaving should be compacted inmaximum 12 inch lifts to no less than 98 percent ofthe Modified Proctor dry density (AASHTO T-180). Backfill outside ofpaved area should be compacted to no less than 95% ofthe maximum T-180 dry density. We recommend testing of backfill at a rninirnum frequency of one test per fill lift at intervals not exceeding 300 feet of pipe excavation. LIlVIITATIONS - The geotechnical investigation program was undertaken to provide general information to assist in the design and consmzction of the planned piping at the areas investigated. Our investigation may not have included all information that the prospective contractor may require in the preparation of his bid Driggers Engineering 5ervices Incorporated � proposal. The contractor is certainly encouraged to conduct such additional studies as he may deem necessary to qualify his proposal. Studies reIative to envirorunental issues or impacts, other than the groundwater sampling and testing included herein, was not within our authorized scope of services. Note that no sampling and testing of groundwater was requested or performed for comparison of existing groundwater conditions with the parameters listed in The Sta:te of Florida IDepartment of Environmental Protection "Generic Permit for the Discharge of Produced Groundwater from anyNon- Contaminated Site Activity", dated February 14, 2000. If open cuts and dewatering are contemplated, it is our understanding that this groundwater sampling and testing would be required by the City of Clearwater prior to any groundwater discharge. DRIGGERS ENGINEERING SERVICE, INC. appreciates the opportunity to serve you. Should you have any questions conceming our findings, please do not hesitate to contact the undersigned at your convenience. � NTK-REP\116718-P2 Copies submitted: (6) Respectfully submitted, DRIGGERS ENGINEERING SERVICES, INC. �, �G2�C� cholas T. Korecki, P.E. Senior Geotechnical Engineer FL Registration No. 45529 Driggers Engineerinq Services Incorporated e��S T. �'�+so s e � �G�: •' ��,.�GENS ' ° •;Q��°r � ?� No. 45529 � = ° t� �i . . .�', � *: �./�.%� • , . , e • :*; s -0 : ' ' i� �.. STqTEOF ;�: ' . � P •'� ` . \�� ilp'�F , ORID ,. ki� t+ SS�•.....• G.. ea,��Q;qq EN qa ' ' ' ' , IAPPENDIX , TABLE I- SiTMMARY OF GROUNDWATER INFORMATION ' CLEARWATER R/O PLANT #1 PIPELINE ' TABLE II - RECONIlVIENDED SOIL PAI�tAMETERS ' PLATE I- TEST BORING LOCATION PLAN � STANDARD PENETRATION TEST BORING LOGS � HAND AUGER/HAND CONE BORING LOGS , ' SUMMARY OF LABORATORY TEST RESULTS ' GRAINSIZE ANALYSES , METHOD OF TESTING , ' � Driggers Engineerinq Services Incorporated ' ' ' � l_J � � C; , ' TABLE I- SUMMARY OF GROUNDWAT'ER INFORMATION ' CLEARWATER R/O PLANT #1 PIPELINE ' , ' � , , ' ' Drioaers Enoineerina Services Incoroorated � TABLE I SUMMARY OF GROUNDWATER INFORMATION CLEARWATER R/O PLANT #1 PIPELINE BORING MEASURED ESTIMATED BORING MEASURED ESTIlVIATED GROUNDWATER NORMAL GROUNDWATER NORMAL DEPTH (FT.) SHGW DEPTH DEPTH (FT.) SHGW DEPTH (FT.) iFT•) B-I 6.6 4.0 B-14 5.2 3.0 B_2 6,p 3.5 B-15 >10.0 7.0 B-3 4.4 2.5 B-16 14.9 7.0 B-4 5.0 3.0 B-17 >10.0 4.5 B-5 3.8 2.5 B-18 >10.0 2.0 B_� S.Z 3.0 B-19 >10.0 2.0 B-7 6.1 3.5 B-2Q 5.9 3.0 B-8 4.8 2.5 B-21 5.2 3 A B-9 3.3 2.0 B-22 6.8 3.0 B-14 3.8 2.0 B-23 4.7 2.5 B-11 3.8 2.0 B-24 >10.0 2.5 B-12 4.7 2.5 B-25 >10.0 1.5 B-13 5.3 3.0 ' , ' '� � ' ' ' ' , ' , � ' ' u � 1 , C C' �__ � , ' n �'�� TABLE II - RECOMMENDED SOIL PA�RAMET'ERS Driaaers Enaineerinq Services Incorporated TABLE II REC4MMENDED SOIL PARAMETERS Soil Type Unit Weight cp Cobesion Poisson's Modnlus of (p�fj (°) (ps� Ratio (v)' Elasticity (ps�l Very loose to 110 (saturated) 30 -- 0.25 32,000 Ioose Fine SAND (SP, SP-S1V� 50 (submerged) Medium Dense 115 (saturated) 32 -- 0.25 I60,000 Fine SAND (SP, SP-S1Vn 55 (submerged) Dense to very 120 (satvrated} 35 -- 0.25 280,OQ0 dense Fine SAND SP, SP-SM) 60 (submerged} Very Ioose to 110 (saturated) 30 -- 0.25 32,000 Ioose Silty to � Clayey Fine SQ (submerged) SAND (SM, SC) Medium Dense 115 (saturated} 32 -- 0.25 160,000 Silty to Clayey Fine SAND 55 (submerged} (SM, SC} Very soft to soft 115 (saturated) -- 125 4.33 250 CLAY 55 (submerged) Firm to Stiff 115 (saturated) -- 2,000 033 1,000 CLAY 55 (submerged) Hard CLAY 120 (saturated) -- 4,000 0.33 1,504 60 (submerged) 1. Approximate values. ' � ' � ' ' ' ' ' ' � � ' ' ' � L1 , ' ' ' , ' ' � , ' � � ' , ' ' ' � � , ' PLATE I- TEST BORING LOCATION PLAN Driaoers Enaineerina Services Incoroorated I' o� �� — —_ - -- -- � � ' i - � � _ � - I I� _ , ' ' I ±, �� - ;'j - . , I . . ' ' ' � -� = si � ' .wa�moE �«m„ � _�j � � I �°� �. �� LI77tE LEAGUE a > � / � caeeiEX � � ` 2 ZI L/ co� _ � `� _ . B_�� a�,v H � �I F I' B-1 i 8-2 AIRPIXtT ORIVE B-3 z B-4 - nwratT aa� _ z � � B-13 - - � - ' - � s i '' _ MARILYN SRtEET - � - B_8 M,wam srt�r B-9 _ 8-10 _ s+ue�' r s 1 - - - � - " _ � - o - - � B-5 -" - . . B-6 'i � - _ � _ � ` _ � I _ _ - _ - _ - ' - ' � � < � � B-7 0 0 �rLY Z � � 6-12 ' o � T = � O � 5 � � y U e46 �� & o � z m 6 � �� 1- n ' s � � � I � I , W �� / ��`�` s o � i B-�� '�' ¢ � ° � I , � U . � � � o � . � _ � 8-73 8-14 � 8-16 g � $ � 8-17 �vN sm�r - I B_8 Mum_rw sm�r B-9 _ 8-10 siinrs�r rsonn _ _ � � _ $ - sxr�r rtono ' L _ _ - � - - - � - - - - '- - ' - - - , , -- - - - � _ - -1 J= I_ � � � o c �` Z ��py' 8-12 0 � B_15 � rc - � z < h � rs g �' F �fv R°� a � � g 8-18 ' � � � a 0 a : � d � < � _ � � � , o U O I 8-19 - ' OI T ' 8-25 � B_� � S� 8-24 8-20 � -- -- -- _- � ' B-21 B-23 � CAD ENGINEER SHEET TITLE PROJECT N0. DATE ' LEGEND: o �� +80 R.D.B. / N.T.K. BORING LOCATION PLAN DES 116718 5/5/11 � STANDARD PENE'fRAl10N iEST BORING LOCATION �� T PREPARED BY PROJECT NAME CAD FlLE NAME SHEET N0. I' �� CLEARWATER RO PLANT �1 N:\AannN\PU��\ DRIGGERS ENGINEERING CLEARWATER� FLORIDA N4p5�TOpp�gL�j,Dy�\ PLATE I �I, , . . . . � . ' u � � , C' ' �� ■ 1 � � ' ' � ' ' ' ' STANDARD PENETRATION TEST BORING LOGS Driaaers Enaineerina Services IncorDOrated � � � ' ' ' � � � ' � , , � ' � ' , ' DRIGGERS ENGlNEERfNG SERVICES IRICORPC7RATED Project No. DES 116718 BORING NO. B-1 Project Cfearwater RO Plant #1, Ciearwater, Fforida Location See Piete t � Foreman M.J. Compietion Depth To Depth 16.5' Date 3/1511'[ Water 6.6' Time Date 3/15/11 Z w � STANDARD � -� w 0 °' � PENETRATtON TEST � m a SOIL DESCRIPTION � J a BL01�vS1FT. ON 2" O.D. � � o a SAMPLER-14Q LB. o �� m Q O HAMMER, 30" DROP SURF. EL: +71.9+/= N m 10 20 40 6Q 80 � Light brown Fine SAND (SP) (A-3} Grayish-brown and tan Fine SAND (SP) (A-3) 5 Very loose light brown and tan Fine SAND 1/0/2 {SP) (A-3) Loose dark brown Fine SANQ (SP) (A-3) 3/5/4 10 ':�:� � Loose dark brown Fine SAND with finely divided ''" ` ~ 3/3/4 :;�: ., :: organic material (SP) (A-3) Medium dense dark grayish-brawn �n�g to dark brown Fine SAND (SP) (A-3) 15 $/9/12 20 25 . 30 Remarks Casing Length �-� QR(GGERS � ENGINEERING SERVICES � fNCt7RPDRATED Project No. DES 116718 BORING NO. B-2 � Project Clearwater RO Plant#1, Clearwaier, Flarida Location See Plate f Foreman M.J. � Compietion De pth To Depth 16.5' Date 3/15/11 Water 6.Q' Time Date 3/15/i1 Z w i�- STANDARD ' � � w � a N PENETRATION TEST a SOIL DESCRIPTiON N w w BI.OWSlFT. ON 2" O.D. W � d O a� SAMPLER-140 !B. p N v� op Q p H A M M E R, 3 8" D R O P ' SURF. EL: +72,3+t-' y� 10 20 40 60 80 � Li ht brown Fine SAND with roots SP A-3 , '"`� ` Brownish ra Fine SAND SP A-3 �� Grayish-brown and tan Fine SAND �'� � ; with trace of roots (SP) (A-3) � •`•::� Brown Fine SAND with trace of roots SP A-3 5 Tan Fine SAND (SP) (A-3) ., . Loose brown Fine SAND (SP) 2/3/3 � r:::': Very loose dark brown Fine SAND with trace vv2 , :� of finely divided organic material (SP) (A-3) � 10 =�=._ Loose dark brown Fine SAND with finely divided �� }:- 214/6 � ; : %� organic material (SP) (A-3) Medium dense dark grayish-brown 4/5/6 to grayish-brown Fine SAND (SP) (A-3) 1 5 � 618/13 ' 20 , � 25 , � 30 ' ' Remarks Casing Length � � � � � 1 �"��'_'_i. DRIGGERS ENGlNEERING SERVICES INCORPaRATED 1 , , ' ' , ' � � ' ' I_J ' � � � � ' Project No. DES 116718 BORING NO. B-3 Project Cfeannrater RO Piant #1, Clearwater, Florida Location See Plate t Foreman M.J. Completion Depth To Depth 21.4' Date 3/15/11 Water 4.4' Time Date 3/15/11 Z w � STANDARD �~.. —r- W � a� PENETRATfON TEST � m a SOIL DESCRIPTION � w a B�OWS/FT. OM 2" O.D. a �� O a SAMPLER-140 LB. o �� m Q O HAMMER, 30" DROP SURF. EL: +70.4+1-' N� 10 20 40 60 80 d :!::...: Dark brown Fine SAND with trace of roots ��= � and trace of Limestone Gravei SP A-3 Light brown and tan Fine SAND with pockets of dark brown sfightly organic, silty Fine SAND SP/SM A-3/A-2-4 5 Li ht brown Fine SAND SP A-3 Brown and {ight brown Fine SAND (SP} (A-3) '�:, :�: Very loose dark brown Fine SAND yv2 �r: : with trace of roots (SP) (A-3} };.: � Loose dark brown Fine SAND with finely divided vti3 : � �'r: ::: � organic material (SP) (A-3) �d Medium dense grayish-brown to dark grayish-brown Fine SAND (SP) (A-3) 3/4/7 5/7/9 15 7110/11 Very dense brown Fine SAND (SP) (A-3) • 20 ` 21/38/50" * 0.4' Penetration 25 30 Remarks Casing Length - DRIGGERS � ' ENGINEERING SERVICES INCORPCJRATED Project No. DES 116718 BORfNG NO. B-4 Project Clearwater RO Piant #1, Clearwater, Fiorida Location See Plate I Fareman M.J. Completion Depth To Depth 21.0' Daie 3l15/11 Water 5.0' Time Date 3/15/11 e�u t�- STANDARD � -� w �°' N PENETRATION TEST ° � SOIL DESCRIPTION v� � � a w w BLOWS/FT. ON 2" O.D. w � Q O�� SAMPLER-140 LB. a N m Q O HAAAMER, 30" DROP SURF. EL: +70.4+/-' �� 10 20 40 60 80 '..; Dark brown Fine SAND with some roots '=m °: and some Limestone Gravet (SP) (A-3) y�r : !r�.-� �::::� Light brown Fine SAND with trace of roots � SP A-3 Brown Fine SAND SP A-3 Loose to very loose dark brown Fine SAND M �,'� 4/5!4 7�� with finely divided organic material and some roots (SP) (A-3) �� • 31212 �� 10 :- � Very loose dark brown siightly organic Fine SAND },:� �:. ,r r..: 1!1/2 =� � = (SP) {A-3) �== Loose to medium dense brown 3/2/4 to grayish-brown Fine SAND (SP) (A-3) 15 5/1 d/15 '.: �z Very dense brown Fine SAND with pockets ;;;,w of dark brown slightiy silty Fine SAND 20 ::; L� with finely divided organic materia( 31/50"` * 0.5' Penetration SP/SP-SM A-3 25 30 Remarks Casing Length ! �� DRiGGERS � ' � �� 1 r ' � � � � , � � ' ' r � ENGINEERING SERVICES INCORPQRATED Project No. DES 116718 BORfNG NO. B-5 Project _Clearwater RO Plant_#1, Clearwater, Florida Location See Piate I Foreman M.J. Comptetion De�pth To Depth 16.5' Date 3/15/11 Water 3.8' Time Date 3/15/11 � Z w � STAN DARD � m � SOIL DESCRIPTION N� Z PENETRATION TEST � a � J w BLOWS/FT. ON 2 O.D. Q- >- � O a a SAMPLER-14Q LB. o N� m Q p HAMMER, 30" DROP SURF. EL: +69.7+/_� �� 10 20 40 60 80 4" Grayish-brown Fine SAND with pieces ��Y�;� of braken as halt and limestone fra ments Li ht brown Fine SAND SP A-3 Brown Fine SAND witFt some roots SP A-3 Tan Fine SAND SP A-3 5 Light grayish-brown Fine SAND (SP) (A-3) `�`�` Tan sii Fine SAND SM A 2-4 ;;�;:;�J: Loose tan slightfy silty Fine SAND 3/4/3 �."�' �: SP-SM A-2-4 Very loose brown and light brown Fine SAND ��2 (SP) (A-3) 10 Loose to medium dense dark brown to brown Fine SAND (SP) (A-3) yy3 3/5l6 15 5/8/14 20 25 30 Remarks Casing Length ■�i�... 1 DRlGGERS ENGINEER{NG SERVICES iNGC)RPCiRATED Projeet No. DES 116718 BORING NO. B-6 Project Clearwater RO Plant #1, Clearwater, Florida Location See Plate f Foreman M.J. Completion Depth To Depth 21.5' Date 3/15l11 Water 5.1' Time Date 3/15/11 Z w � STANDARD u~. -� W - � a N PENETRATION TEST = m a SOIL DESCR(PTION 3� a B�OWS/FT. ON 2" O.D. a �� O a� SaMPLER-14Q LB. p m N m Q p NAMMER, 30" DROP SURF. EL: +69.5+/-' �� 14 20 4Q 60 80 ,�'�.. 2" Sod °`� ,• Grayish-brown Fine SAND with some roots ��: � and rock fra ments SP A-3 Grayish-brown Fine SAND �`;, , with trace of Limerock Gravel SP A-3 R ::�: Brownish-gray Fine SAND 5 ��a�" with some Crushed Limerock Base (SP} (A-3} Very foose brown to light brown Fine SAND 1i1/0 (SP) (A-3) WR/WR/ WR 10 1/1/1 Loose to medium dense brown, light brown 1/2/4 and tan Fine SAND (SP} (A-3) 15 4/4R Dense light brown Fine SAND (SP) (A-3) 20 10/14/18 25 30 Remarks Borehole Grouted WR = Weight of Rod Casing Length � 1 , � ' � � , ' ' � � ' L� � � � � ' ■�f�•�-i DRIGGERS ENGINEERING SERVICES INCCIRPC�RATED Project No. DES 116718 BORING NO. B-7 ' Project Clearwater RO Piant #1, Clearwater, �forida Location See Plate I Foreman M:J. Completion Depth To Depth 21.5' Date 3/16l11 Water 6.1' Time Date 3/16/11 Z w � STANDARD u~�. -� � O n` y PENETRAT(ON TEST = m-� SOlL DESCRIPTION � w W BLOwSlFT'. oN 2" O.D. a a �� O a� SAMPLER-940 LB. p y y m Q p HAMMER, 30" DROP SURF. EL: +7Q.3+/-' N m 10 20 40 60 80 0 �„�:-�.. Grayish-brown Fine SAND with roots �� • and iimestone fra ments SP A-3 Brown and tan Fine SAND (SP) (A-3) Tan Fine SAND SP A-3 5 Brown Fine SAND (SP) (A-3) Xy;:� - trace of roots at depth 6.0' WH/VNH/2 �Y�,�� A w:ti =�:,� Very loose to medium dense dark brown Fine SAND r�:.=; with finely dfvided organic material. 9�1017 �::: 10 SP A-3 Medium dense to dense brown 3/5/8 to {ight brown Fine SAND (SP) (A-3) 5/8/8 15 8/8/10 20 ` 10/15/18 25 30 Remarks WH = Weight of Hammer Casing Length DRIGGERS ENGINEERING SERVICES INCORPORATED Project No. DES 116718 BORI[�[G N0. B-8 Project Ciearwater RO Pfant#1, Clearwater, Florida Location See Plate ! Foreman M.J. Completion Depth To Depth 16.5' Date 3l15/11 Water 4.8' Time Date 3/15i11 LL J N Z a� STANDARD a �w 0 PENETRATION TEST � SOIL DESCRIPTION � W a g�aWSIFT. ON 2" O.D. � >- a O a� SAMPLER-140 LB. o �� m Q O HAMMER, 30" DROP SURF. EL: +69.6+/-' N� 10 20 40 60 80 7" As hait Pavement '°� Dark brown Fine SAND with limestone ��$ and shel( fta ments SP A-3 '�' "� ` Dark brown Fine SAND with trace of roats :� SP A-3 �:�: Dark grayish-brown Fine SAND with trace 5 �a°= �= of roots and trace of rock fragments :,.:: o.::: SP A-3 `�' Very loose brown Fine SAND 1/1/1 with trace of Limestone Gravel SP A-3 Very foose to loose dark brown Fine SAND 1/1/2 (SP) (A-3) 10 2/3/3 Medium dense tannish-brown 2/4�7 to light brown Fine SAND (SP) (A-3) 15 7/12/14 20 25 30 Remarks Borehole Grouted , Casing Length � � � � � DRIGGERS ENGINEERING SERVICES INCORPORATED 1 ' � l� �� ' � ' , ' �� -� I � ,i �r � �� ' , � ' Project No. DES 116718 BORiNG NO. B-9 Project Clearwater RO Plant #1, Clearwater, Florida Location See Plate I Foreman M.J. Completion Depth To Depth 16.5' Date 3/16t11 Water 3.3' Time Date 3/16/11 � � Z w t- STANDARD LL J w �°' N PENETRATlON TEST � -1 SOIL DESCRIPTION v� � z � � a � J a BLOWS/FT. ON 2" O.D. >- � O a SAMPLER-140 LB. o y� m Q O HAMMER, 30" DROP SURF. EL: +gg.9+/-' y� 40 20 40 60 80 11" Asphait Pavement ;�;:� Dark grayish-brown Fine SAND with finety e�'�c � divided organic material and trace of roots SP A-3 Dark brown siightly silty Fine SAND with finely 5 divided or anic material SPSM A-3 Brown Fine SAND SP A-3 Very loose iight brown to brown Fine SAND 1/1/1 (SP) (A-3) 111/1 �� ""� Loose to very dense dark brown Fine SAND y� V: 1/3/7 z�:.� with finely divided organic material '-::� (SP) (A-3} i?i F K 12/25/26 �aRRw. w��. Very dense brown and light brown Fine SAND 15 (SP) (A-3} 10/27l26 20 25 30 Remarks Casing Length � QRIGGERS ENGINEERING SERVICES lNCQRP�RATED Project No. DES 116718 BORiNG NO. B-10 Project Clearwater RO Plant #1, Clearwater, Florida Location See Plate I Forernan M.J. Comptetion Depth To Depth 21.5' Date 3/16/1't Water 3.8' Time Date 3i16{11 Z u�.t � STANDAR� eu 0 °' � PENETRATION TEST � _ � a SOIL DESCRIPTION � J w B�OWSIFT. ON 2" O.D. �- >. � O a. °' SAMPLER-140 LB. o y y m Q O HAMMER, 30" DROP SURF. EL: +71.9+/- N� 10 20 40 60 80 Dark grayish-brown Fine SAND with roots and Limestone Gravet SP A-3 Brown Fine SAND SP A-3 light brown and brown Fine SAND (SP) (A-3) Gra ish-brown Fine SAND SP A-3 5 : : Tan Fine SAND (SP) (A-3) Very loose light brown Fine SAND (SP) (A-3) 1/1/2 .�� Very loase dark brown Fine SAND with finely �� :3:: divided organic material and trace of roots '10 � ; ':' SP A-3 Loose dark brown Fine SAND with trace vy3 '��`" af finely divided organic material (SP) (A-3) , ``°`:� 2/3/5 : ic Medium dense dark brown 15 to light brown Fine SAND (SP} (A-3) 5/6/8 20 5/8/8 25 30 Remarks Casing Length ' � DRIGGERS C_� ' ' � , ' ' I� ' , � ' ' ' ' , i ' ENGINEERING SERVICES INCORPC�RATED Project No. DES 116718 BORING NO. B-11 Project Clearwater RO Plant #1, Clearwater, Florida Location See Plate i Foreman M.J. Completion Depth To Depth 21.5' Date 3/16/11 Water 3.8' Time Date 3/16/91 � � y z a � STANDARD � m� SOIL DESCRIPTi�N N� Z PENETRATION TEST a �� J a BLOWS/FT. OM 2 O.D. � >- a O a� SAMPLER-140 LB. o N y m Q p H A M M E R, 3 0" DROP SURF. EL: +72.0+1-' y m 10 20 40 60 80 � �;�% � Dark grayish-brawn Fine SAND with roots ... , ... �.:.. , : ��Y�, : SP} (A-3) Grayish-brown Fine SAND (SP) (A-3) Brown and tan Fine SAND (SP) (A-3) ' �,��' Grayish-brown Fine SAND with Limestone Gravel ; :::� (SP) (A-3} - 100% LOSS OF CIRCULATION AT DEPTH 6.0' 1/3/1 •°•' �' � Very loose grayish-brown Fine SAND with trace s}}:�: of Limestone Gravel SP A-3 8/3/1 :;:: . s:: ; Very loose dark brown Fine SAND with finefy 10 ;�:':" divided or anic material SP A-3 == Very loose dark brown Fine SAND with Nace 1/1/3 : �.: of finefy divided organic material (SP) (A-3) M::: : 1/1/2 :r Medium dense brown Fine SAND (SP) (A-3) 15 4/4/7 %:== � � Medium dense dark brown ..�.: ':: � :�: weakly cemented Fine SAND (SP} (A-3) 20 ;�: : :'::': 4/6/9 :;, 25 30 Remarks Borehole Grouted Casing Length 10.0' � �: � DRIGGERS ENGINEERING SERVICES INC�RP�RATED Project No. DES 116718 BORING NO. 8-12 Project Clearwater RO Piant #1 Clearwater, Fiorida Location See Piate i Foreman M.J. Comptetion Depth To Depth 21.5' Date 3/17/11 Water 4.7' Time Date 3/17/11 � � Z Q N STANDARD u. � W � PENETRATION TEST a� a SOIL DESCRIPTIOM � w a B�OWS/FT. oN 2'• O.D. y, � O a� SAMPLER-44Q LB. o �� m Q p HAAAMER, 30" DROP SURF. EL: +72.3+/-' N� 10 20 40 60 80 °`� � Brawnish ra Fine SAND with roots SP A-3 Brown Fine SAND with trace of roots SP A-3 Gra ish-brown Fine SAND SP A-3 Tan Fine SAND (SP) (A-3) 3 �'} }:� Very loose dark brown siightly organic Fine SAND ��H/WH ;�� F with trace of roots (SP) (A-3) �� ; Very loose brown Fine SAND with some shell WH/WH/ �° �= and dark brown Fine SAND with finely divided WH 10 ` � _': organic material (SP) (A-3) �` :: 1/0/0 Q• 1L : d J; Loose light brown and brown Fine SAND ��y5 (SP) (A-3) 15 Medium dense grayish-brown to brown and light brQwn Fine SAND (SP) (A-3) 5/9111 Medium dense light brown and brown Fine SAND (SP) (A-3) 20 8/11/16 25 3d Remarks WH = Weight of Hammer Casing Length 1 1 ' , ' �L DRIGGERS ENGINEERING SERVICES INCC7RPQRATED Project No. DES 116718 BORING NO. 8-13 Project ClearwaterRO Piant#1, Ciearwater, Florida Location See Piate 1 Foreman M.J. Compietion Depth To Depth 21.5' Date 3/16I11 Water 5.3' Time Date 3/16/11 LL J W o a� STANDARD �— i S O I L D E S C R I P T l O N N� Z PENETRATION TE S T ag� � J a BLOWS/FT. ON 2 O.D. f- O a SAMPLER-140 LB. � y y m Q O HAMMER, 30" DROP SURF. EL: +72.4+/-' y m 10 20 40 60 80 0 "' Dark brown Fine SAND with roots SP A-3 Very (oose dark brown Fine SAND (SP) (A-3) 5 WH/WH/1 1/1/9 10 �:: :: ; _�ace of limestone fragments at depth 10.0' 1/0/1 : �; WR/VNRJ WR Loose to medium dense dark brown Fine SAND 't5 (SP) (A-3} 3/2/4 20 6/1?J14 25 30 Remarks WH = Weight af Hammer WR = Weight of Rod Casing Length ■ - � �� ' DRIGGERS ENGiNEERING SERVICES INCORPC�RATED Project No. DES 116718 BORING NO. B-14 Project Clearwater RO Plant #1 Clearwater Florida Location See Plate i Foreman M.J. Completion Depth To Depth 60.1' Date 3/17/11 Water 5.2' Time Date 3/17/11 Z w � STANDARD u~.. --� W 0 a� PENETRATION TEST = m a SOIL DESCRtPTION � j a B�OWS/F7'. ON 2" O.D. a �� O a� SAMPLER-14Q LB. � N vay m a p HAMAAER, 30" DROP SURF. EL: +64.0+/-' � m 10 20 4Q 60 80 °`� = Gra ish-brown Fine SAND with roots SP A-3 �"'`` Tan Fine SAND with trace of roots SP A-3 Light grayish-brown and tan Fine SAND SP A-3 Tan Fine SAND (SP) (A-3) 5 Very light brownish-gray Fine SAND (SP) (A-3) Very loose light grayish-brown Fine SAND yy2 SP A-3 �'�� Ve loose brown Fine SAND SP A-3 ^�;� Very loose dark brown Fine SAND with finely 1�T12 =�== divided ocganic materiaf and trace af roots �� SP A-3 2/2/5 Loose dark grayish-brown to brown Fine SAND � �:' :": SP A-3 �'''� { Medium dense dark brown weakty cemented 3/9/16 „t r:.: �'^ Fine SAND with finely divided organic materia! 15 SP A-3 Medium dense dark brown and brown g/9/13 to brown Fine SAND (SP) (A-3) 20 '! 0/12/12 Very loose dark grayish-brown clayey Fine SAND (SC) (A-2-6) 25 - WH/WH/ WH �cr'a:*: Very dense light grayish-brown slighUy silty 3a ''�' �f'� Fine SAND with cemented fra ments * k � ?��+�t: 9 12/50 0.4 Penetration +:�:�.�z: (SP-SM) (A-3) . w:ra. Very stiff grayish-green brittle CLAY (CH} (A-7-6) Remarks Borehole Grouted WN = Weight of Hammer Casing Length 1 ' � ' ' ' ' ' ' ' ' ' , � ' ' , ' , - - ' �� DRlGGERS ENGlNEERING SERVICES INC�RPi�RATED 1 ' ' ' , 1 i 0 0 � 1 [� 1 1 � i� � � . • � . : i • : . - - • - • •. • . -- _ - . � � � �-� � ! - � • 1 � . - � . - � � � � ' � • � • � • � • ' • • • ! • � � 1 : . � �� • i �'0' '� 1 1 � 1 . 1 : 1 � � - . . . - - . - - ��%��II � � • . , ��r��ii � � �� ■�■�� : .: . .. .. . .. . . . . . _ _ ��■�� i : ��t�� ' .��►�■�� ►�Illi �� \Illt • : ��lil �. � ��IIIII � ��1111 ��lill � ��s�� i��i � � ��i �� . . . - - . . . , - _ . . ��t��i �� i . : ��■�� ::. = . . _ . . ��►�� _:::. ...._. ----- ■��il►� �. .. _ - ----- , __-_ —� , � - - . . ■��Illi � ��■�1111 � ��ellll ��1111 � ��1111 � ��1111 � o��..... :. - . - . -. -. . - . . - DRIGGERS 0 ENGfNEERING SERVICES INCaRPORATED Project No. �ES 116718 BORING NO. B-15 Project Ciearwater RO Plant #1, Clearwater, Fforida Location See Plate i Foreman M.J. Completion Depth To Depth 61.0' Date 3/18/11 Water �' Time Date 3/18/11 � y o a � STANDARD i—i W PENETRATION TEST = m a SOIL DESCRIPTlON N� W BI.OWS/FT. ON 2" O.D. a �� O a°' SAMPLER-940 LB. o y N m Q O HAMMER, 30" DROP SURF. EL: +49.9+/-' y� 10 20 40 60 80 Brownish ra Fine SAND with roots SP A-3 Light brown Fine SAND �'� `•� with trace of rock fragments (SP) (A-3) :o: 5 Grayish-brown Fine SAN� (SP) (A-3) Li ht brown Fine SAND SP A-3 Loose light tan Fine SAND with orange veins 3/3/3 SP A-3 Loose tan and iight brown Fine SAND (SP) (A-3) 1/3/3 10 Loose light tan Fine SAND with orange veins (SP) (A-3) 2/3/3 Loose tan and light brown Fine SAM1ID (SP) (A-3) 3/4/4 Very loose light brownish-gray clayey Fine SAND 15 �� (SC) (A-2-6) 1/1!1 Stiff to firm green and tan to light brownish-green slightly brittle CL4Y 20 (CH) (A-7-6) 3/6/8 25 3/4/4 Firm light grayish-green CLAY (CHj (A-7-6) 30 2/3/2 ,:�:•s• Hard light brownish-green cementect, (1) Remarks '`* Water Table not encountered within depth of 10.0' (1 } sandy CLAY (CH) (A-7-6) Borehole Grouted WH = Weight of Hammer Casing Lengih 25.0' � ��1 -1 DRIGGERS ENGINEERING SERVICES INCC�RPDRATED 1 t__l , , , � � � � � 1 � ' � � , ' ' . . . . : . . . - - -• • - - . .. . . -- - - . . � . i•. . •-. . i �. : �. � � �•-� . � � • i � • ' •� • • � � • • � 1 : � �� • " ' 1 �'1• 1 1 � 1 . 1 : 1 � .� - . . . . . -- - - -. ��\1�� . . � � . � � - - - _ . ■��Ili' .- � � ��/%�Iili ��' . .. - . . . . - - - - , . ��%��1111 �� . - - - -. . _: - � • �% ��1111 ., � � . . �i��■ . , ■�IIII � ,�� . . . . �� 1111 �� - _ , . -. . - . ��illl 5-�;� ��►��1111 _: - . . - - � ■��11 _, °• . . - - _. - , •_ : ;�. , - . ■��1111 � � :� ��1111 � =�� 1111 � _: � ��1111 '___- ��1111 �::� ' - . . - . - • ' =� _ , , , , - . ■�� ....-,l -.--- . . - _: �� . .._� _.._. �.:.._, ��i1 �-::,: ��/��IIII :� � ...._, ...._ �===== ��/��1111 ...._, �//��IIII ----- -----. ----- ...._, :.::=� - - l��1111 ----- - . . - . - . • �::i' - � � �� _-.■.,,," _■ ■ � _,_.■.,,'t� � � �i �� - �� ■.,,"' �� __'■.�„'� •�� • • ' � ' � ' � �� • 1 �i��°1I __�■.,,"� ■�u�i _■ �s� _ �_.■.,,," _...,,,�' � __.■.,,"' -_.■.,,"' _ __.■.,"" _ __...,,"' - -�_�� ' . • ' • ' • ' ' • • ' � • � � � • ' • ' • ' • ' • • ' � • / � «� � DRIGGERS ENGINEERING SERVICES fNCORPQRATED Project No. DES 116718 BORING NO. B-16 Project Clearwater RO Plant #1, Clearwater, Florida Location See Piate I Foreman M.J. Compietion Depth To Depth 16.5' Date 3/18/11 Water 14.9' Time Date 3/18/11 Z w � STANDARD � -i W 0 a' N PENETRATiON TEST = m, a SOIL DESCRIPTION �� a B�OWS/FT. ON 2" O.D. a �� O a� SAMPLER-140 LB. o y«Q m Q p HAMMER, 30" DROP SURF. Et: +42.3+/-' �� 10 20 40 60 88 �:':••: Brown and light brown Fine SAND with trace i°' �� of roots and trace of rock fra ments SP A-3 Light brown Fine SAND (SP) (A-3) 5 Loose to very loose brown and light brown 2/2/3 to brown Fine SAND (SP) (A-3) 2/2/3 Loase dark brown Fine SAND (SP} (A-3) � 10 2l314 3J3/4 Medium dense grayish-brown Fine SAND 75 (SP} (A-3) 7/7/9 20 ' 25 30 Remarks Casing Length , 1 ' , DRIGGERS ENGINEERfNG SERVICES lNC�RPORATED Project No. DES 116718 BOR[NG NO. B-17 Project Cleacwater RO Plant #1, C(earwater, Florida Location See Plate I Foreman M.J. Compfetion Depth To Depth 16.5' Date 3/18J11 Water '"'` Time Date 3/18/11 � J� o a N STANDARD p PENETRATlON TEST � �� S O I L D E S C R I P TION �� a B�OWS/FT. ON 2" O.D. � >- a o a S A M P l E R- 1 4 0 LB. o �� m a p HAMMER, 30" DROP SURF. EL: +31.6+/-' y� 10 20 40 64 80 � `f�'-� Grayish-brown Fine SAND with roots (SP) (A-3) Very light gray Fine SAND (SP) (A-3) Brown Fine SAND (SP) (A-3) Light brown Fine SAND (SP) (A-3) 5 Light gray and orange clayey Fine SAND SC A-2-6 3l9/18 Medium dense brownish-gray and orange siify, �• ':• : sli ht! cfa e Fine SAND SM A-2-4 9/12/14 ;: ':- ' Medium dense brownish-gray slightly ciayey 10 :'� '� : ta clayey Fine SAND (SP-SM) to (SC} A-3 to A-2-6 5/7/7 �'� `� Medium dense light brawn and tan silty, !i hti cla e Fine SAND SM A-2-4 3/5/6 Medium dense light grayish-brown and light brown li ht( cia e Fine SAND SP-SM A-3 15 Medium dense tan sii Fine SAND SM A-2-4 Stiff {ight grayish-green CLAY with seams 3/5/8 of li ht tan Fine SAND CH/SP A-7-6/A-3 20 25 30 Remarks "* Water Table not encountered within depth af 10.0' Casing Length DRfGGERS ENGINEERING SERViCES _-� ' fNCORPC)RATED Project No. DES 116718 BORING NO. B-18 Project Clearwafer RO Plant #1 Ciearwater, Florida Location See Piate ! Foreman M.J. Compietion Depth To Depth 16.5' Date 3/18/11 Water "'"` Time Date 3/18/11 Z u�i t��- STANDARD � � j O�- y PENETRATION TEST � � a SOIL DESCRIPTION � w a B�OWSIFT. ON 2" O,D. � O a SAMPLER-140 LB. p � u�i . m Q O HAMMER, 30" DROP SURF. EL: +31.3+/-' N�O 10 20 40 60 80 0 �" `�� Brown Fine SAN D with trace of roots SP A-3 ��' °' Dark brown Fine SAND with trace of limestone fra ments SP A-3 "�' �� Brownish ra Fine SAND SP A-3 '•�"�r� Brown and dark brown Fine SAND SP A-3 'r �' Light brown slightfy silty Fine SAND 5 ' ` � � SP-SM A-3 Gray CLAY with some roots 3/4/5 and some dark oran e veins CH A-7-6 Stiff li ht ra sand CLAY CH A-7-6 Stiff lighi grayish-green and light orange 3/4/5 • ' �� slightly sandy�CLAY (CH) (A 7-6) �� Firm to stiff tight green CLAY (CH) (A-7-6) 2/2/3 3/2/4 15 3/4/5 20 25 30 Remarks *`` Water Table not encountered within depth of 10.0' Casing Length 1 ' ' ' � ' � ' � ' , ' � ' 1 ' ' ' � � � 1 ��■ � DRIGGERS ENGINEERING SERVICES 1NC�RPORATED Project Mo. DES 116718 BORING NO. B-19 Project Ciearwater RO Plant #1, Clean�vater, Florida tocation See Piate i Foreman M.J. Completion Depth To Depth 16.5' Date 3/18/11 Water 't''' Time Date 3/18/19 � � � Z a N STANDARD w � PENETRATION TEST = m Q SOIL DESCRIPTION y� W BLOWS/FT. oN 2" O.D. � �� O a a SAMPLER-140 LB, p � N m Q p HAMMER, 30" DROP SURF. EL: +33.1+/-' y� 10 20 40 60 80 � s;��;' Grayish-brown Fine SAND with roots (SP) (A-3) • �� :�:�=: = Light brown Fine SAND �; �; with trace of ciayey Fine SAND {SP} _(A-3) Grayish-brown silty Fine SAND with trace of roots (SM) (A-2-4) � 5 Very loose light grayish-brown Fine SAND 2�2/2 (SP) (A-3) Loose (ight brown Fine SAND and brown 3/3/6 sil Fine SAND SP/SM A-3/A-2-4 10 Stiff reenish ra CLAY CH A-7-6 Very stiff greenish-gray sandy CLAY 4n�8 CH A-7-6 o Stiff green CLAY with shell (CH) (A-7-6} 4/5/6 v v Stiff green and tan slightly brittle CLAY 15 (CH) (A-7-6) 4l5l4 Firm reen CLAY CH A-7-6 20 25 30 Remarks ** Water Tabie not encountered within depth of 1 Q.0' Casing Length - DRIGGERS �� ENGINEERlNG SERViCES (I\IC(�RPDRATED Project No. DES 116718 BORING NO. B-20 Project Clearwater RO Plant #1, Ciearwater, Florida Location See Plate t Foreman M.J. Compietion Depth To Depth 39.3' Date 3122/11 ilVater 5.9' Time Date 3/22/11 Z w � STANDARD � -� � O °' y PENETRATION TESi' = m a SOIL DESCRIPTION �� a BI.OWSIFT. ON 2" O.D. a �� O a� SAMPLER-140 LB. p N N m Q O ��ER, 30" DROP SURF. EL: +44.3+1-' y� 10 20 40 60 80 �° �� Gra ish-brown Fine SAND with roots SP A-3 y r� Grayish-brown Fine SAND (SP) (A 3) Grayish-brown Fine SAND with pockets � of li ht ra CLAY SP/CH A-3/A-7-6 Gra ish-brown Fine SAND SP A-3 Medium dense to loose light brown 12/12/9 to light grayish-green clayey Fine SAND (SC} (A-2-6) 2/2/3 �� Soft to fiRn green to grayish-green CLAY 2/1/3 (CH} (A-7-6) 3/313 Stiff fight tannish�reen slightly brittle CLAY 15 (CH) (A-7-6j 8/8/5 .. Very stiff light tannish-green and dark orange ', variably cemented CL4Y (CH) (A-7-6) 20 '. � • 8/8/16 .' ••• Hard light tannish-green variably cemented CLAY .� (CL) (A-7-5) 25 •� • 14/26/21 .". . . .' �� •• Hard light tannish-green cemented CLAY 30 ' (C!} {A-7-5) 50* ' 0.4' Penetration .� .'. . .'. Remarks Borehole Grouted Casing Length 11.0' ' � ' ' ' , ' � , � ' ' � ' � � � ' ' DRfGGERS ENGINEERING SERVICES INC JRPORATED Project No. DES 116718 BORING NO. B-20 Project C(earwater RO Plant #1, Clearwater, Fiorida Location See Piate ! Foreman M.3. Comptetion Depth To Depth 39.3' Date 3/22I11 Water 5.9' Time Date 3/22/11 LL �� o a y STANDARD p PENETRATlON TEST � �� S O I L D E S C R I P T I O N �� W BLOWS/FT. otv z° o.D. w � a O a� S A M P L E R- 140 LB. o y y m Q p HAMMER, 30" DROP SURF. EL: +44.3+/-' �� 10 20 4U 60 8d 35 •: -1Q0% LOSS OF CIRCULATION AT DEPTH 34.5' — –. 1/2/2 Very loose grayish-green clayey Fine SAND : (SC) (A-2-6) Cream colored LIMESTONE 50* 0.3' Penetration 40 45 50 55 60 65 Remarks Borehole Grouted Casing Length 11.0' DRfGGERS ENGINEERING SERVICES � fNC�RP�RATED Project No. DES 116718 BORING NO. B-2'I Project Clearwater RO Plant #1, Ciearwater, Florida Location See Plate i Foreman M.J. Completion Depth To Depth 41.5' Date 3/21/11 Water 5.2' Time Date 3/21/11 z w � STANDARD ~ � O °' y PEIdETRATtON TEST � W SOIL.DESCRIPTION � u��, a B�.OWS/�r. ON 2" O.D. = m Q n, � p a SAMPLER-140 LB. p �� m Q O HAMMER, 30" DROP SURF. EL: +45.9+l-' N t° 10 20 48 60 80 �; �� ` Dark grayish-brown Fine SAND with roots '`" ' � � (SP) (A-3) :3� � : Grayish-brown Fine SAND {SP) (A-3) •` Light brown Fine SAND with trace ;.:� ::: of Limestone Gravel SP A-3 5 �:'x :, Light brown Fine SAND with cemented sand �"� fra ments Hard an SP A-3 Medium dense brown and light brown 4/6/11 to (ight brown Fine SAND (SP) (A-3) 4/6/11 . 10 ' Loose iight grayish-brown silty Fine SAND 6l3/2 (SM) (A-2-4} Very loose grayish-green cfayey Fine SAND 1/1!2 (SC) (A-2-6) Soft grayish-green CLAY (CH) (A-7-6) 15 1/1/3 Stiff light iannish-green sfightly brittle CLAY (CH) (A-7-6) ZO 4/4/6 .. Hard fight tannish-green cemented CLAY '. with dark orange veins (CL) (A-7-5) 25 '. . 12/20/22 .. .' :• ..: Very stiff light tannish-green cemented, � ' .•'.: sandy CLAY (CL) (A-7-5) . 30 � - �` - ' ' 3/12J10 '.: �:: � �;:,;�•; Medium dense light tannish-green (1) Y; ,f: /,� Remarks Borehole Grouted (1) slightly clayey Fine SAND with trace of cemented fragments (SPSM} (A-3)_ WR = Weight of Rod Casing Length 15.0' � � ' � ' ' � ' � ' , � � � � � , ' � ' C L�' ' , ' � ' ' � � ' ' , ' ' ' ' - I DRIGGERS ENGINEERING SERVICES INCQRPORATED Project No. DES 116718 BORING NO. B-21 Project Ciearwater RO Ptant #1, Clearwater, Fiorida Lacation See Piate I Foreman M.J. Compietion Depth To Depth 41.5' Date 3/21l11 Water 5.2' Time Date 3/21/41 w � STANDARD � '� N � a' y PENETRATtON TEST � �� SOIL DESCRIPTION � W a B�OWSlF7. ON 2" O.D. >- O a SAMPLER-140 LB. � � y m Q O HAMMER, 30" DROP SURF. EL: +e�,g+/-' N� 10 20 40 60 80 ;�:r:s • �;r;:�;: - 1Q0% LOSS OF CIRCULATION AT DEPTH 35.0' � ;X; j.: Medium dense light tannish-green siightly clayey 14/14/50'` * 0.2' Penetration r:r:. • Fine SAND with trace of cemented fragments .�: SP-SM A-3 - 10Q% loss of circulation at depth 38.0' 40 Very soft green CLAY (CH) (A-7-6) WR/WR/ WR 45 50 55 60 65 Remarks Borehole Grouted WR = Weight of Rod Casing Length 15.0' - ' � DRIGGERS ENGfNEERlNG SERVICES � INC�RPORATED Project No. DES 116718 BORtNG N0. B-22 Project Ciearwater RO Plant #1, Clearwater, Florida Locatiort See Plate I Foreman M.J. Compietion Depth To Depth 41.3' Date 321/11 Water 6.8' Time Date 3/21/11 Z w � STANDARD LL � w 0 a N PENETRATIUN TEST � -� SOIL DESCRtPT14N m � z „ � � a � J w BLOWS/FT. ON 2 O.D. W >- Q O a� SAMPLER-140 LB. o N N m Q O NAMMER, 30" DROP SURF. EL: +42.6+/-' y m 10 20 40 60 80 � '�= '' Gra ish-brown Fine SAND with roats SP A-3 Grayish-brown Fine SAND with pockets of li ht brown CLAY SP/CH A-3lA-7-6 Grayish-brown Fine SAND (SP) (A-3) Light brown Fine SAND (SP) (A-3) ' Light brownish-gray clayey Fine SRND SC A-2-6 Medium dense )ight brown Fine SAND (SP} (A-3} $�� $ Loose grayish-green clayey Fine SAND �ti3 : (SC) (A-2-6} � 10 Stiff green CtAY (CN) (A-7-6) 3/4/5 Very stiff green and tan to green sandy CLAY 4/6/11 (CH) (A-7-6) 15 17/11/9 Stiff tight tannish-green slightly brittle CLAY (CH) (A 7-6} 20 5l518 .' Hard light brownish-green variably cemented CLAY .' . (CL} (A-7-5) 2' -• - trace of dark orange veins at depth 25.0' . . 13/13/18 . . .' .. 30 .' • • 20/19/23 . • _ � ��►: Very dense lighi brownish-green (1) .:t;r. • Remarks Borehofe Grouted (1) slightly clayey Fine SAND with some cemented fragments (SP-SM� (A-3) Casing Length ' � � 1 '�'j'�"� DRfGGERS ENGINEERING SERVICES INCORPE�RATED � ' � ' , � i � � ' ' � � �J � ' � , Project No. DES 116718 BORING NO. B-22 Project Clearwater RO Piant #1, Clearwater, Fforida Location See P(ate I Foreman M.J. Completion Depth To Depth 41.3' Date 3/21/'t 1 Water 6.8' Time Date 3/21/11 � y Z a N STANDARD �+. � tu � PENETRATION TEST = m a SOIL DESGRtPTION N�� BLOWS�T. ON 2" �.D. a �� p a°' SAMPLER-140 LB. o N N m a o HAMMER, 30" DROP SURF. EL: +42.6+1-' N� 10 20 40 60 80 %�" �' Very dense light brownish-green slightly cfayey 3' ��%��: Fine SAND with some cemented fragments 16/50* " 0.4' Penetration �''�'f'� SP-SM A-3 ::.�: • � } t ) � Very stiff green CLAY (CH) (A-7-6) -100% LOSS OF CIRCULATlON AT DEPTH 39.5' 4a Cream colored ciayey LlMESTONE 3/17/50` " 0.3' Penetration 45 50 55 60 65 Remarks Borehole Grouted Casing Length � � 1 1 , DRIGGERS ENGINEERING SERVICES INCORPORATED Project No. DES 116718 BORING NO. B-23 Project Clearwater RO Ptant #1, Clearwater, Florida Location See Piate I Foreman M.J. Compietion Depth To Depth 39.5' Date 3/21/11 Water 4.7' Time Date 3/21/11 w t�- STANDARD �'- 'j w �°' y PEIdETRATION TEST = m a SOIL DESCRIPTION � w� B�OWStFT. ON 2" O.D. �- � � O a °' SAMPLER-140 LB. G y� m a p HAMMER, 30" DROP SURF. EL: +43.9+/-' �� 10 20 40 60 8Q �,��:� Light grayish-brown Fine SAND with some roots ,.?�=�,. ;;�:�•� and some limestone fragments (SP) (A-3) • � ��. , F�, � Grayish-brown siightly silty Fine SAND ; t;:,�,: with Limestone Gravel SP-SM A-3 5 !�":':j� Li ht ra ish-brawn sli htl sil Fine SAND t.�9_�;�; 9 9 Y 9 Y fY SP-SM A-3 t iyV; ,�,:,•j. Loose darlc brown slighdy silty Fine SAND 2/2/3 �•��':'� with trace of roots SP-SM A-3 Loose brown Fine SAND (SP) (A-3) 2/4/5 10 Loose light brownish-gray silty, slightly clayey Fine SAND (SM) {A-2-4) �y4 � Loose light greenish-gray clayey Fine SAND 2/416 : (SC} (A-2-6) Firm light green sandy CLAY (CN) (A-7-6) 15 3/3/3 Firm light tannish-green CLAY (CH) (A-7-6) 20 3/3/5 .. Hard light tannish-green variably cemented CLAY '. (CL} (A-7-5} 25 '. . • 10/16l20 .' .• Dense light tannish-green clayey Fine SAND (SC) (A-2-6) 30 3/24/16 �:-:•F• Hard light tannish-green cemented, (1} Remarks Borehole Grouted (1} sandy CLAY with light brown veins (CL) (A-7-5) Casing Length 15.0' � � ' ( DRIGGERS � � ' ' ' , , ' � L__i l_� ' , , ' ' � , � EI�IGlNEERING SERVlCES INC�RPQRATED Project No. DES 116718 BORING N0. B-23 Project Clearwater RO Plant#1, Ciearwater, Florida Location See Plate i Foreman M.J. Completion Depth To Depth 39.5' Date 3121/11 Water 4.7' Time Date 3/21/11 � Z w � STANDARD � � � Sf)IL DESCRIPTfON y� Z PENETRATION TEST = m a w W BLOWSIFT. aN 2 O.D. a �� O a�' SAMPLER-140 LB. o � y m a p HAMMER, 30" DROP SURF. EL: +43.9+/-' � m 10 ZO 40 60 80 35 °�� ' Hard light tannish-green cemented, sandy CLAY :" .: with light brown veins (CL) (A-7-5) 50'' * Q.5' Penetration :4' �: •� w �� '� - 100% LOSS OF CIRCUtATfON AT DEPTH 39.0' Cream colored LIMESTONE 50* * O.Q' Penetration 40 45 50 55 60 65 Remarks Borehole Grouted Casing Length 15.0' ■�1-` DRIGGERS ENGINEERING SERVECES INCORPORATED � Project No. DES 116718 BORING NO. B-24 Project Clearwater RO Piant #1, Clean+vater, Florida Location See Plate i Foreman M.J. Completion Depth To Depth 16.5' Date 3/22/11 Water "' Time Date 3i22i11 Z w � STANDARD �+ � w 0°' y PENETRATtON TEST = m a SOIL DESCRtPTION � w W B�OWS/FT. ON 2" O.D. a � � p a °' SAMPLER-'t40 !B. o �� m Q O HAMMER, 30" DROP SURF. EL: +27.9+1-' y� 10 20 40 60 80 �,�';o Dark grayish-brown Fine SAND with some roots �'� •'� and some limestone fragments (SP) (A-3) �;� Grayish-brown Fine SAND with pockets of li ht brown CLAY SP/CH A-3/A-7-6 5 Light brown Fine SAND with orange veins SP A-3 Medium dense grayish-brown, brown 5/11/15 and dark orange silty Fine SAND (SM} (A-2-4) Stiff to firm greenish-gray and light brawn 7�n to light green CLAY with dark orange veins 10 (CH} (A-7-6) . 3/3/3 Firm fight green CLAY (CH) (A-7-6) 3/3/4 15 3/3/3 20 25 30 Remarks '`"` Water Table not encountered within depth of 10.0' Casing Length ' 1 ' , ' L_ � ' ' �� ' , � , �� , ' ' ' C' - DRIGGERS ENGINEERING SERVICES {NCORPORATED Project No. DES 116718 BORfNG N0. B-25 Project Clearwater RO Piant #1, Clearwater, Florida Locatian See Piaie I Foreman IV�.J, Completion Depth To Depth 16.5' Date 3/22/11 Water '"`* Time Date 3/22i11 � � v� � z a N STANDARD O � � PENETRATION TEST = m-s SOIL DESCRIPTION �n � z a g� � J w BLOWSIFT, ON 2" O.D. Q � N O �a � SAMPLER-140�LB. m Q O HAMMER, 30" DR�P SURF. EL: +26,�+/_� y� 10 20 40 60 80 0 Dark grayish-brown Fine SAND with some Limestone Gravei and pockets of CLAY SP/CH A-3/A-7� Brownish-gray and light brown clayey Fine SAND SC A-2-6 5 Greenish-gray and fight brown CLAY with dark orange veins (CH) (A-7-6) Soft light green CLAY with orange veins �2 (CH) (A-7-6) Soft (ight tannish-green CLAY (CH) (A-7-6) yv2 �� Stiff light tannish-green varibly cemented, sitty CLAY �(CH) (A-7-6} 5/4/5 �;w , Very stiff light tannish-green 5/7/12 �,.`.. variably cemented, sandy CLAY (CL} (A-7-5} •.. 15 ,,;' .� ' = ` 6/7/8 ::• 20 25 30 Remarks ** Water Table not encountered within depth of 10.0' Casing Length � ' u ' , , ' ' lJ � , �� 0 � HAND AUGER/HAND CONE BORING LOGS Driggers Engineering Services Incorporated lJ 1 ' ' ' ' , � ' ' � , 1__J � ' ' ' ' ' DRIGGERS ENGINEERlN� SERVICES lNCQRP�RATED HAND AUGER BORING/HAND CONE SOUNDING LOG PROJECT: CLIENT: Clearvvater RO Plant #1 Cam Dresser 8 McK Inc: Clearvvater, Florida WATER TABLE: DATE: Pro'ect No.: DES 116718 See "Note" 3/15/11 TECHNlCIAN: DATE: COMPLETION DEPTH: M.J./M.B. 3/15/11 6.0' LOCATiON: TEST NUMBER: See Plate I B-� .� HAND CONE TIP � RESISTANCE (TSF} � ' DESCRIPTtON D(FP�TH � '� 0 10 20 30 40 50 6Q TO Surface Elevation: +71.9+/-' Light brown Fine SAND (SP) (A-3j 71 � .70 2 � . 69 3 � Grayish-brown and tan Fine SAND (SP) (A-3) - 68 4 67 5 � 6 Note: Water Tabie not encountered . within depth of 6.0'. 65 7 DRlGGERS ENGINEERING SERVICES INCC7RPC�RATED HAND AUGER BORING/HAND CONE SOUNDING LOG PROJEC'f: CLIENT: Clearwater RO Ptant #1 Cam Dresser & McKee Inc. Clearwater, Florida WATER TABLE: DATE: Pro'ect Plo.: DES 116778 6.0' 3/15/t1 TECHNICIAN: DATE: COMPLETION DEPTH: M.J./M.B. 3/15/t 1 6.0' LOCATION: TEST NUMBER: See i t B-2 .� HAND CONE TiP ELEV. DEPTH m RfSISTANCE (TSF) (F.� DESCRIPTION �� . � � 0 10 2E1 30 40 50 60 70 Surtace Elevation: +72.3+1-' a ' '` ��' .f, i�s. 72 Light brown Fine SAND with roots SP A-3 . Brownish-gray Fine SAND (SP) (A-3) 1 7� Grayish-6rown and tan Fine SAND ' �%: with trace of roots (SP) (A-3) � � ` :,�: 2 � ',�: 70 � : �:. 3 �: �t 69 �t�. Brown Fine SAND with trace of roots ;: ;;;' (SP) (A-3) ' � . . 4 '',: . :�. 68 Tan Fine SAND (SP) (A-3) . 5 67 6 66 7 ' 1 l� 1 ' ' � , 1 , ' ' C� ' C ' , ' ' ' DRIGGERS ENGINEERlNG SERVICES lNC�RP(�RATED HAND AUGER BORING/HAND CONE SOUNDING LOG PROJECT: CUENT: Clearwater RO Plant #1 Cam Dresser 8� McKee Inc. Clearwater, Florida WATER TABLE: DATE: Pro'ect No.: DES 116718 4.4' 3l15/7 9 'tECHN{CIAN: DATE: COMPLETION DEPTN: M.J./M.B. 3l15/11 6.0' LOCATION: TEST NUMBER: See Ptat B- � HAND CONE TtP � RESISTANCE (TSF) E � " DESCRIPTION D`�PnTH �m � N 0 10 20 30 40 50 60 70 Surface Elevation: +70.4+/-' 0 =;�; � 7Q Dark brown Fine SAND with trace '* of roots and trace of Limestone Gravel .•: :�. �' (SP) (A-3) �i: : 1 }' ,;: . 69 ��. � Light brown and tan Fine SAND . with pockets of dark brown siightly organic, silty Fine SAND 2 , (SP/SM) (A-3/A-2-4) 68 3 � 67 Light brown Fine SAND (SP) (A-3) 4 • 66 Brown and light brown Fine SAND . (SP) (A-3) 5 65 • 6 LE6END: 64 �fi Denotes Penetrat;on Resistance in excess of 50 TSF 7 DRIGGERS ENGINEERING SERVICES (NC�RPC3RATED HAND AUGER BORING/HAND CONE SOUNDING LOG PROJECT: CUENT: Ciearwater RO Plant #1 Cam Dresser & McKee fnc. Clearwater, Fiorida WATER TABLE: DATE: Pro ect No.: DES 116718 5.0' 3/15N 1 7ECHNiCIAN: DATE: COMPLETION DEPTH: M,�,pN,g_ 3/15/11 6.0` LOCA'�ION: TEST NUMBER: See Plate I B � NAND CONE TiP � RESISTANCE (TSF� �F�' DESCRIPTION �� g � y 0 10 20 3Q 40 SO 60 TO SurFace Elevation: +70.4+1-' ;�� • 7Q Dark brown Fine SAND with some roots .�;, ' and some Limestone Grave! (SP) (A-3} � • ��`��' 1 ��:�� . y �:�. 69 ; f '�' •S��Y } �? �k �' i, ." 'tj 2 ; ;'�4;r� �t�' !�. 68 :��. :.�i�-:. '�`��' :� ;�`. 3 � �y.�. `�� :� .�Fn. 67 '�' '- Light brown Fine SAND : �: :: ' with trace of roots (SP} (A-3j ' •� 4 � �' • :t 66 Brown Fine SAND (SP} (A-3) , 5 65 • � 6 LE6ERD: 64 �{. Denotes Penetration Res;stance 9n excess of 50 TSF 7 ' � ' � � l .l � � ' � , � t � � ' 1 , �1 DRIGGERS ENG{NEERlNG SERVICES INCORPORATED HAND AUGER BORING/HAND CONE SOUNDING LOG PROJECT: CLEENT: Clearwater RO Ptant #1 Cam Dresser & McKee Inc. Ciearovater, Fiorida WATER TABLE: DATE: Pro'ect No.: DES 116718 3.8' 3/15/11 TECNNICIAN: DATE: COMPLETION DEPTH: M.J./M.B. 3/15/11 6.0' lOCATION: TEST NUMBER: See Pia e I B-5 1 HAND CONE "fIP � RESISTANCE (TSF) �� ' DESCRIPTION �� Q 10 20 30 40 50 60 70 Surface Elevation: +69.7+/-' 4" Grayish-brown Fine SAND with pieces of broken asphalt and limestone fra ments � t 69 Light brown Fine SAND (SP) (A-3) . 1 Brown Fine SAND with some roots '`�" :r: (SP) (A-3) ' `•`��;- r� � : } 68 � s �� : 2 �y� ' Tan Fine SAND (SP) (A-3) . 67 : Light grayish-brawn Fine SAND 3 (SP) (A-3) • 66 .. . } 4 65 5 Tan siity Fine SAND (SM} (A-2-4) } 64 6 LEGEND: •.{- Denotes Penetration Resistance 63 'n excess of 50 TSF 7 ❑ DRIGGEF�S ENGINEERING SERVICES f(\ICORPORATED , HAND AUGER BORINGIHAND CONE SOUNDING LOG PROJECT: CLIENT: Clearvuater RO Piant #1 Cam Dresser & M Kee Inc_ Ctearwater, Fiorida WATER TABLE: DATE: Pro ect No.: DES 116718 5.1' 3/15/11 TECHNICIAN: DATE: COMPLETIOAi DEP7H: M.J./M.B. 3/15/11 ' 6.0' LOCATfON: TEST NUMBER: See Plafe ( � HAND COME TIP � RESISTANCE (TSF) ��' DESCRIPTtON D( P.�TH � )- � 0 10 20 30 40 50 60 TO Surface E{evation: +69.5+l-' � ; "n^�" 2�� Sod '�,o, Grayish-brown Fine SAND with some roots ��' �� 69 `: ��: } and rock fragments (SP) (A 3} a� S.�`• i . � :�`9 �� r 68 • �'` '' } Grayish-brown Fine SAND � �j: ; . wifih trace of Limestone Gravel (SP) (A-3) 2 : �� 67 } .� : 3 •�• 66 ::� �' Brownish-gray Fine SAND :o� ;;, with some Crushed Limestone Base 4 '•=_' =• .4 (SP) (A-3) �� ' � 65 � ;o ,Q' •a`:o', .a. 5 'Q'• �:•�' a .. ::a .o�: 64 ;�: �'� : S9. 0 6 LE6END: 63 •-y- Denotes Penetration Resistance in excess of 50 TSF 7 � � � ' � ' � ' � ' � � �� , � L� i � DRIGGERS �NGINEERING SERVICES 1NCORPQRATED HAND AUGER BORING/HAND CONE SOUNDING LOG PROJECT: CUENT: Clearwater RO Plant #1 Cam Dresser � McKee inc. Clearwater, Floricta WATER TABLE: DATE: Pro'ect No.: QES 116718 See "Not " 3/16/11 TECHNICIAN: DATE: COMPLETION DEPTH: M.J./M.B. 3/16/11 6.0' LOCATION: TEST NUMBER: Plate I &� � HAND CONE TIP � REStSTANCE (TSF) {� " DESCRIPTION ��Fn � � N Q 10 20 30 40 50 60 TO Surtace Elevation: +70.3+i-' � �'� 0 '` ' 'b � 70 "�' "� Grayish-brown Fine SAND with roots ; �� and limestone fragments (SP) (A-3) '�r��: .i$:..� i '$N 1 '� � • . !�` . 69 �`�� ? f� Brown and tan Fine SAND (SP} (A-3) + . 2 . 68 - 3 : 67 4 .. 66 Brown Fine SAND (SP) (A-3) Tan Fine SAND (SP) (A-3) 5 . 65 6 64 Note: Water Table not encountered LEGEND: W�thin depth of 6.0�. •t Denotes Penetraiion ResSstance in excess of 50 TSF 7 DRIGGERS ENGINEERING SERVICES INCORPORATED HAND AUGER BORINGBAND CONE SOUNDING LOG � PROJECT: CLIENT: Clearvvater RO Plant #1 Cam Dresser & McKee Inc. Clearwater, Fiorida WATER TABLE: DATE: Pro'ect No.: DES 176715 4.8' 3/15/11 TECHNlCIAN: DATE: COMPLETtON DEPTH: M.J.lM.B. 3/15/11 6.0' LOCATION: TEST NUMBER: ee Piate I B � HAND CONE 7'IP ELEV. DEPTH m RESISTANCE (TSF) �� DESCRIPTION �� g � 0 10 20 30 4� 50 60 70 Surface Elevation: +69.6+l-' � 7" Asphalt Pavement 69 Dark brown Fine SAND with limestone a"`y:d and sheil fragments (SP} (A-3) �'�: � :� o�. .��. v�►� } 68 �v c 9� �,�:c� . � 2 v .90 � Dark brown Fine SAND : � ; with trace of roois (SP) (A-3) ' � .� . . + 67 � 3 ::: : �. :a- 66 Dark grayish-brown Fine SAND � � ' ' with trace of roots and trace 4 ' x` �? of rock fragments (SP) (A-3) � :�' � ° :;' 65 � ;%: ' 5 '�: ,` �: ;: ��'. 64 ' �-: : •e 6 LE6END: �.}- Denotes Penetration Resistance 63 in excess of 50 TSF 7 � 1 ' CI� � � �� , � �i - DRIGGERS '� ENGINEER(NG SEf�VICES INCC�RPC�RATED iiAND AUGER BORING/HAND CONE SOUNDING LOG PROJECT: CLIENT: Clearwater RO Piartt #1 Cam Dresser & McKee Inc. Cfearwater, Florida WATER TABLE: DATE: Pro ect No.: DE 116718 3.3' 3/16/11 TECHNICIAN: DATE: COMPLETION DEPiH: M.J./M.B. 3/16/11 6.0' LOCATION: TEST NUMBER: See Pla e f B-9 � HAND CONE TIP a t2ESIS7ANGE (TSF) ��' DESCRIPTfON d�� N 0 10 20 30 4d 50 60 70 SurFace Elevation: +69.9+/-' 0 11" Asphalt Pavement 6g Dark grayish-brown Fine SAND 1 =i' _; with finely divided organic materiaf ='° `� �; and trace of roots (SP) (A-3) '� = _'�. ti *1 �' i � V i r Y ► •� Mj s� � �• � 68. 2 =•: _• � �. r �: - 5::� r. � � ! + I� r .�t �• Dark brown siightly siity Fine SAND x�; with finely divided arganic material .�:i ��` i r r � 67 (SP-SM) (A-3) � ;*_• �r 3 � ri i:s �� .• Brown Fine SAND (SP) (A-3) + 66 4 ' Light brown Fine SAND (SP) (A-3) 65 5 • 64 6 LEGENO: •} Denotes Penetration Resistance in excess of 50 TSF 63 � DRlGGERS ENGINEERING SERViCES � (NC.;Ut—{f—'UF-if-� i �U � HAND AUGER BORING/�iAND CONE SOUNDING LOG PRQJECT: CLIENT: Clearwater RO Piant #1 Cam Dresser 8 McKee Inc. Clearwater, Florida WATER TABLE: DATE: Pro'ect No.: DES 16718 3.8' 3t16/11 TECHNICiAN: DATE: COMPLETtON DEPTFi: �.�,�,g, 3/16/11 6.0' LOCATION: TEST NUMBER: Pla I B-10 .� HAND CONE TIP ELEV. DEPTH m REStSTANCE (TSF) �� DESCRIPTION �� g � 0 10 20 30 4D 50 60 70 Surface Elevation: +71.9+1-' Dark grayish-brawn Fine SAND with roots q`''�' and Limestone Gravet (SP) (A-3) � �" # Brown Fine SAND (SP) (A-3) � 71 � 1` 70 . 2 . � Light brown and brown Fine SAND (SP) (A-3) ' 69 3 . Grayish-brown Fine SAND (SP) (A-3) . 68 4 . Tan Fine SAND (SPj (A-3) , 67 5 66 6 LEGEND: �.�. Denotes Penetratian Resistance `n excess of 50 TSF . 65 7 , � � � � � ' � � � � � � �. ■ � ' ' � � ' , � � �_� � �J � ' , �� ' � �� DRIGGERS ENGINEERIRIG SERVICES iNCORPDRATED HAND AUGER BORING/�iAND CONE SOUNDING LOG PROJECT: CUENT: Ctearwater RO Piant #1 Cam Dresser & McKee inc. Clearwater, Florida WATER TABLE: DATE: Pro'ect No.: DES 116T18 3.8' 3/1611 t TECHNtCtAN: DATE: COMPLETION DEPTH: M.J./M.B. 3/16/11 6.Q' LOCATION: TEST NUMBER: Se P e I &1 � HAND CONE T1P � RESiSTANCE (TSF) �F.�' DESCRIPTIQN �� g � N 0 10 20 34 4a 50 60 70 72 Surface Elevation: +72.0+/-' 0 ' :. ��; Dark grayish-brown Fine SAND :��`% with roots (SP) (A-3) • � �� + %�� ' � v 71 � :y�;.., .,�, t�. , 't,:`�. : � :�ti � �` :: :� .� i�i. Grayish-brown Fine SAND (SP} (A-3) 70 - z � .. t 69 3 Brown and tan Fine SAND (SP) (A-3) 68 4 . + 67 Grayish-brown Fine SAND 5 .. .. .�_� with Limestone Gravel (SP) (A-3) ; ; � : , �� ¢� + :¢�: . 66 s .��`�� LEGEND: �i� �enotes Penetrat9on Resistance in excess of 50 TSF 65 7 DRIGGERS ENGINEER{NG S�RVECES iNCORPt�RATED HAND AUGER BORING/HAND CONE SOUNDING LOG PROJECT: CUENT: Clearvvater RO Ptant #1 Cam Dresser & McKee Inc. Clearvvater, Florida WATER TABLE: �p►�� Pro'ect No.: DES 1i6718 4.7' 3i17/11 TECHNiCIAN: DATE: COMPLE'i'ION DEPTH: M.JJM.B: 3/17l11 6.0' LOCATION: TEST NUMBER: See Pfa I B" 2 � HAND CONE TIP E��y DEP7H m RESlSTANCE (TSF) �� DESCRIP7lON �� g y 0 10 20 3Q 40 50 60 70 Surface Elevation: +72.3+/-' �� - r^.��: 72 '� . Brownish-gray Fine SAND with roots ��; '' �•r�. } (SP) (A-3) : v� . Brown Fine SAND with trace of roots �*� '' SP A-3 ' � 1 Grayish-brown Fine SAND (SP) (A-3} 71 + � � 2 70 • Tan Fine SAND (SP) (A-3) 3 69 i , 4 . 68 • 5 '- 67 ' 6 LEGEND: 66 i-}. Dertotes Penetratfon Resistance in excess of 50 TSF 7 r� 1 ' �_� ' � I_ ! � , �� r ll � � , l _J ' , ' DRIGGERS ENGINEERING SERVECES INCORPC�RATED HAND AUGER BORING/HAND CONE SOUNDING LOG PROJECT: CLIENT: Cleannrater RO Piarrt #1 Cam Dresser 8 McKee Inc. Clearwater, Florida WATER TABLE: DA'TE: Pro'ect No.: DES 116718 5.3' 3l16/11 TECHNICtAN: DATE: COMPLETION DEP'i'H: M.J./M.B. 3/16/11 � 6.0' LOCATION: � TEST NUMBER: S Plate I &1 o HAND CONE TIP E��' DESCRIPTION DEPTH � RESISTANCE (TSF) (�l �� >- � 0 10 20 30 40 50 60 70 Surface Elevation: +72.4+/-' h; �- .,. Dark brown Fine SAND with roots !`-`• r 72 (SP) (A 3) `��' w Vti Dark brown Fine SAND (SP) (A-3) . } 1 ' 71 t 2 � 70 3 69 4 68 . . 5 67 • 6 LE6EMD: 66 �+ Qenotes Penetratfon Resistance 9n excess oF 50 TSF 7 DRfGGERS ENGINEERING SERVICES INCQRP�RATED HAND AUGER BORING/HAND CONE SOUNDING LOG PROJECT: CUENT: Cieanaater RO Piant #1 Cam Dresser & McKee inc. Clearwater, Fforida WATER TABLE: DATE: Pro'ect No.: DES 116718 5.2' 3/17l71 'FECHNICIAN: DATE: COMPLETION DEPTH: M.J./M.B. 3M7/11 6.0' LOCATION: TEST NUMBER: S Plate 1 -14 .� NAND CONE TIP � RESISTANCE (TSF) Et�' DESCRIPTION �� 0 10 20 30 40 50 60 70 � Surface Eievation: +64.0+/-' '� � � G`.' :%�: Grayish-brown Fine SAND with roots •''� ,� h•�✓ {SP) (A-3) 'c �;, : ... Tan Fine SAND with trace of raots �� " 63 (SP) (A-3) � ; ; : � . :� . Light grayish-brown and tan Fine SAND . (SP} (A-3} + 62 2 61 3 . Tan Fine SAND (SP) (A-3) 60 4 Very light brownish-gray Fine SAND (SP) (A-3j - �g 5 . 58 6 IEGEND: •�{- Denotes Penetration Resistance in excess of 50 TSF 57 7 , � � ! ' � �_� � ' � C � , � , ' , ' ' , , ' DRIGGERS ENGINEERING SERVICES INCORP�RATED HAND AUGER BORING/HAND CONE SOUNDING LOG PROJECT: CUENT: Ciearvvater RO Piant #1 Cam Dresser 8� McKee inc. Ciearvvater, Florida WATER TABLE: DATE: Pro'ect No.: DE5 i 16718 See "Note" 3/18/11 TECHNiCiAN: DATE: COMPLETION DEPTH: M.J./M.B. 3/18/11 6.0' LOCATION: TEST NUMBER: ee Plate t 15 � FiAND CONE TIP � RESISTANCE (TSF) �� ' �ESCRIPTION �� N 0 10 20 30 40 50 60 70 Surface Elevation: +49.9+/-' 0 • ;�-,_ .''� � : Brownish-gray Fine SAND with roots • SP A-3 : a: : Light brown Fine SAND with trace � of rock fragments (SP) (A-3) . 49 1 � !� : ;o.� :8: 48 2 :�:a. ,�� o .�.. 47 3 _ :� v� : o: :e; 46 4 :e : ioc Grayish-brown Fine SAND (SP) (A-3) 45 5 Light brown Fine SAND (SP) (A-3) `� 6 Note: Water Table not encountered LEGEND: W�thin depth af 6.0'. •i� Denotes Penetration Res-istance 43 in excess of 5Q TSF 7 DRIGGERS ENGINEERING SERVtCES INCORPORATED HAND AUGER BORING/HAND CONE SOUNDING LOG PROJECT: CLIENT: Glearwater RO Plant #1 Cam Dresser & McKee Inc. Clearwater, Ftorida WATER TABLE: DATE: Pro"ed No.: DES 116718 See "Note" 3/18N 1 TECHNlCIAN: DATE: C�MPLETION DEPTH: M.J./M. B. 3N 8/11 6.0' LOCATtON: 'PEST NUMBER: See Pta e I B-16 � HAND CONE TIP � RESISTANCE (TSF) �� ' DESCRIPTION �� g r � 0 10 20 30 40 50 60 70 Surface Elevafion: +42.3+/-' 0 ' �_ :o, 42 Brown and light brawn Fine SAND ��'� with trace of roots and trace "' ' :+.: of rock fragments (SP) (A-3) : o 1 •� ':'8: 41 Light brown Fine SAND (SP) (A-3) . } . Z , . 40 . ,� 3 39 . 4 38 5 : 37 6 36 Note: Water Table nat encountered LE6END: within depth of 6.0'. •} Denotes Penetrat�an Res;stance in excess of 50 TSF 7 ' � � ' ' , � ' , ' � ' ' � , , �J , ' DRIGGERS ENGINEERfNG SERVlCES INCORPDRATED HAND AUGER BORING/HAND CONE SOUNDING LOG PROJECT: CLIENT: C►earvvater RO Plant #1 Cam Dresser 8 McKee Inc. Clearwater, Florida WATER TABlE: DATE: Pro"ect No.: DES 116718 See "Note" 18l11 TECHNICIAN: DATE: COMPLETION DEPTH: M.J.lM.B. 3/18/t 1 6.0' LOCATION: TEST NUMBER: See P afe g-� 7 .� HANQ CONE TIP � RESISTANCE (TSFj ��' DESCRiPTION �t� � � � 0 1Q 20 30 40 50 60 70 Surface Elevaiion: +31.6+/-' p � "• .:r-: : � . �r;�� Grayish-brown Fine SAND with roots •��= h .. 1 .�. 31 (SP} (A-3) i � �� : `?p,.' Very iight gray Fine SAND (SP} (A-3} � . ' t 30 Brown Fine SAND (SP) (A-3) 2 29 � + Light brown Fine SAND (SP) (A-3) 3 . 28 . 4 • 27 • 5 ' } 2g Light gray and orange clayey Fine SAND (SC) (A-2-6) 6 Note: Water Table not encountered LE6END: Within depth of6.0'. 25 �} Denotes Penetration Resistance in excess of 50 TSF 7 DRIGGERS ENGfNEERI SERVIGES (NCORPORATED HAND AUGER BORING/HAND CONE SOUNDING LOG PROJECT: CLIENT: Ciearwater Rd Plant #1 Cam Dresser 8� McKee inc. Clearwater, Florida WATER TABLE: DATE: Pro'ect No.: DES 116798 See "Note" 3/18/11 TECHNfC1AN: DATE: • COMPLETIQN DEPTH: M.J./M.B. 3/18/11 6.0' LOCATION: TEST NUMBER: ee Pla i 8-18 .� HAND CONE TIP � RESISTANCE (TSF) ��' QESGRIP'ftON �( n g � N 0 10 20 30 40 50 60 70 Surface E(evation: +31.3+/-' 0 : � :.�-• 31 grown Fine SAN� with trace of roots : ti' (SP) (A-3) : C } Dark brown Fine SAND with trace a: � of limestone fragments (SPj (A-3) � : c: 30 grownish-gray Fine SAND (SP) (A-3) Brown and dark brown Fine SAIVD . + (SP) (A-3) . 2. . 29 ' -�- Light brown si(ty Fine SAND (SM) (A_2-4) 3 28 Gray CLAY with some roots 4 .^. .• 27 and some dark orange veins �-_ (CH) (A-7-6) � �\_ � } r1- ' _� 5 � ' ,- � �. 26 Y � -� ,, - �- ,, . r� �� in 6 - 25 Note: Water Table not encountered LE6EN�: Within depth af 6.0'. s� Denotes Penetrat�on Resistance in excess of 50 TSF 7 , 1 ' , ' L1 ' � l_� ' , C' IJ ' LJ , ' t ' DRt�GERS ENGINEERING SERVECES INCORPf�RATED HAND AUGER BORING/HAND CONE SOUNDING LOG PROJECT: CLIENT: Ciearwater RO Plant #1 Gam Dresser & McKee inc. Ciearwater, Fiocida WATER TABLE: DATE: Pro'ect No.: DES 116718 See "Note" 3/18/11 TECHNICIAN: DATE: COMPLE770N DEPTH: M.J./M.B. 3/18/ 1 6.0' LOCATION: TEST NUMBER: See Piat I &19 .� HANQ CONE TIP ELEV. DEPTH � RESISTANCE (TSF) �� DESCRIPTION �� Q 10 20 30 40 50 60 70 33 Surface Elevation: +33.1+/-' �x�� : r� : : • � �: �� Grayish-brown Fine SAND with roots (SP) (A-3) � � t,= -! . �. :� '� � 32 � : s� :�'? ;. Light brown Fine SAN� with trace � j j; ;, of clayey Fine SAND (SP) (A-3} � . 2 :: . 31 : Fr. � t 30 3 !� . Grayish-brown silty Fine SAND with trace of roots (SM} (A-2-4) } 4 29 5 28 6 27 Note: Water Tabie not encountered LEGEND: W�thin depth of 6.0'. •�{- Denotes Penetratfon Res;stance in excess of 50 TSF 7 26 DRIGGERS ENGtNEERfNG SERVICES INCORPt�RATED RAND AUGER BORING/HAND CONE SOUNDING LOG PROJECT: CLtENT: , Clearwater RO PIaM #1 Cam Dresser 8 McKee Inc. Clearwater, Florida WATER TABLE: DA'f'E: Pro ect No.: DES t 16718 5. ' 3/22/11 't'ECHNICIAN: DATE: C�MPl.ETION DEPTH: M.J.IAA.B. 3/22/11 6.0' L�CATION: TEST NUMBER: S Pla 8-20 .� HAND CONE TIP ELEV. DEPTH m RESISTANCE ('i'SF) �Fn DESCRIPTION (Fn � � � 0 10 20 30 40 50 60 70 Surface Elevation: +44.3+/-' 0 �� _ \`.`��\ � . .rj � . Grayish-brown Fine SAND with roots '�� `�; (SP) (A-3) r=;; 'F �' : y%r� . Grayish-brown Fine SAND (SP) (A-3) 1 • 43 • . 2 . 42 ' + 3 41 � Grayish-brown Fine SAND with pockets } of light gray CLAY (SP/CH) (A-3/A-7-6) ' Grayish-brown Fine SAND (SP) (A-3) 4 _ 40 ' ' } 5 39 , , + 6 LE6END: 38 •�{- Denotes Penetration Resistance in excess af 50 TSF 7 ' �� CI ' ' ' , � ' u ' lJ � , ' , ' ' ut-{�t�v�i-�5 ENGINEERIIVG SERVICES fNCORPDRATED HAND AUGER BORING/HAND CONE SOUNDING LOG PROJECT: CUEN7: Clearwater RO Plarrt #1 Cam Dresser & McKee Inc. Clearwater, Florida WATER TABlE: DATE: Pro'ect No.: DES 116718 5.3' 3l21/11 TECHNICIAN: DATE: COMPLETfON DEPTH: M.J./M.B. 3l21/11 6.0' LOCAT'ION: TEST MUMBER: S Plate I B-2 � HAND CONE Ttp ELEV. DESCRIPTfON �EPT� m RESISTANCE {TSF) (Fi (Fi � � 0 10 20 30 40 50 60 TO Surface Elevation: +45.9+/-' o .� ^' ' :.�1'C:�_ Dark grayish-brown Fine SAND , a�=� with roots (SPj (A-3) : : � �� '�-: 45 ' � %' . � ��+�: !. . %'i tl( �,4v" [ ..,• �� . S •./J\—/ 1� • :,e �1• � rf q 44 2 _ Grayish-brown Fine SAND (SF) (A-3) 43 3 Light brown Fine SAND with trace �� =; , of Limestone Gravel (SP) (A-3) + 42 :�3:'. Light brown Fine SAND 4 '�: �' •�-•- with cemented sand fragments :• ;.: .:. (SP) (A-3) ' ~ �' . • ;.; �. .�. : �;•.�: 41 5 }; ;�• ;� �: :: :: ;:.'; : i: :�: •::�:. ' �' '�:. '� i • v: �' s � • +r � 40 6 :• •�• LEGEND: •-!- Denotes Penetration Res;stance in excess of 50 TSF 39 7 D(�IGGERS ENGINEERING SERVICES ' livCORPORATED , HAND AUGER BORING/HAND CONE SOUNDING LOG PROJECT: CLIENT: Clearnrater RO Plant #1 Cam Dresser 8 McKee Inc. Ciearwater, Florida WATER TABLE: DATE: Pro'ect No.: DES 116718 Se "Note" 3/21/11 TECHNICfAN: DATE: COMPLETION DEPTH: M.JJM.B. 3/21/11 6.0' LOCATION: TEST NUMBER: S PI t t B-22 .� HAND CONE 'F!P ELEV. DEPTH � RESISTANCE (TSF) �� DESCRIPTION (F.� � � 0 90 20 30 40 50 64 70 Surtace Elevation: +42.6+/-' 0 •� • - .;,: Grayish-brown Fine SAND with roots %r:-< < (SP} (A-3) • � �t� � 42 Grayish-brown Fine SAfdD with pockets of light brown CtAY • (SP/CH) (A-3/A-7-6} � 41 } Grayish-brown Fine SAND (SP) (A-3) 2 40 Light grayish-brown Fine SAND , t (SP} (A-3) 3 ' 39 Light brown Fine SAND (SP) {A-3) t 4 .. 38 Light brownish-gray clayey Fine SAND 5 (SC} (A-2-6) 37 6 Note: Water Tabie not encountered LEGEND: W��n depth of6.0'. 36 •i- Denotes Penetration Resistance in excess of 50 TSF 7 , 1 CJ � , C1 ' C ' 0 �I LJ � ' , ' , ' ' DRIGGERS . ENGINEERING SERVICES lNCQRPORATED HAND AUGER BORING/HAND CONE SOUNDING LOG PRUJECT: CUENT: Ciearwater RO Plant #1 Cam Dresser & McKee Inc. Clearwater, Florida WATER TABLE: DATE: Pra'ect No.: DES 416718 4.T 3/21/11 TECHNICIAN: DATE: COMPLETION DEPTH: M.J./M.B. 3l21/11 6.0' LOCATION: TEST NUMSER: ee Plate ! B-2 � NAND CONE TtP ELEV. DEPTH � RESISTANCE (TS� �� DESCRIPT{ON �� } y 0 10 ZO 30 40 56 60 7Q Surtace Elevation: +43.9+l-' 0 :, �a4. .,:., Light grayish-brown Fine SAND � 7� + w i t h s o m e r a o t s a n d s o m e �.,,r ; Limestone Gravei (SP} (A-3) : �y� 43 � .� �� :;�„�. `' ;?�� ;�� - :,; �o 42 . •��' 2 : ;`,:`� .�,�b� �� + ��,� 41 r 3 :�,�� t� Grayish-brown slightly siity Fine SAND ''''- �'� '�� b with Limestone Grave{ (SP-SM) (A-3) ��, �, ur.� . r�r � Q,'+:�t 40 4 i`�'�+� Light grayish-brown �4�: 4 a, slightly silty Fine SAND (SP-SM) (A-3) ;:,. F �, .ia:ca i =i� �'i� .7 :i: t r F�I•fi• 39 5 i:�crr� �i :i• E ; .+ a: �: �r 1:I:LX �rh�ri• J:I:C t) ' I. .I' h 1 38 .� :i: r c� 6 LEGEND: •f- Denotes Penetration Resistance in excess of 50 TSF 37 7 DRlGGERS ENGINEERIRIG SERVICES INCQRP�RA HAND AUGER BORING/HAND CONE SOUNDING LOG PROJECT: CUENT: Clearwater RO Plant #1 Cam Dresser & McKee inc. Ciearwater, Florida WATER TABLE: DATE: Pro'ect No.: DES 116718 See "No e" 3/22/11 TECHNICIAN: DATE: COMPLE710N DEPTH: M.J./RA.B. 3/22J11 6.0' LOCA'f10N: TEST NUMBER: S Plate i B-24 .� HAND CONE 'iIP ELEV. DEPTH g RES{5TAMCE (TSF) �F.�.� DESCRIPTION �� y 0 10 20 30 40 50 60 70 Surtace Elevation: +27.9+l-' d ��i�.:�x -y�,'� Dark grayish-brown Fine SAND � . �r;, with same roots and some ��- limestone fragments (SP) (A-3) t ' ��"`� 27 ``: �' 1 i�: '. � �i. ;:„ �: : �1. � �'.�A �,� �K 26 2 . Js j� � : :.d,. :C� �j �;; �r t , �;: �.. 25 3 .•�'��•; Grayish-brown Fine SAND . with pockets of {ight brown CLAY (SP/CH} (A-3lA-7-6) . 24 Light brown Fine SAND 4 . with orange veins (SP) (A-3) 23 5 22 6 Note: Water Table not encountered LEGEND: W��hin depth of 6.0'. •i- Denotes Penetration Resistance 21 in excess of 5d TSF 7 � 1 ' , � � �l � � �_J � i , � ❑ ' , � �� DRIGGERS ENGINEERING SERVICES (NCORP(�RATED HAND AUGER BORING/HAND CONE SOUNDING LOG PROJECT: CLIENT: Clearwater RO Piant #1 Cam Dresser 8 McKee Inc. Clearvvater, Florida WATER TABLE: DATE: Pro' No.: DES i 16718 See "Note" 3/22/11 TECNNIGfAN: DATE: COMPLETION DEPTH: M.J./M.B. 3/22/11 6.0' LC3CATlON: TEST NUMBER S P ate I B_25 � HAND GQNE TIP ELEV. QESCRIPTION DEPTH � REStSTANCE (TSFj c�n i� g N 0 16 20 30 40 50 60 70 Surface Elevation: +26.5+/-' p Dark grayish-brown Fine SAND �• •° 26 with some Limestone Gravel Q� and pockets of CLAY � {SP/CH) (A-3/A-7-6) ::� 1 tJt : � 25 Brownish-gray and lighi brown } clayey Fine SAND (SC) (A-2-6) 2 . 24 3 23 Greenish-gray and light brown CLAY 4 with dark orange veins (CH) (A-7-6) 22 5 21 6 Note: Water Tabie not encountered 20 LEGENO: W�thin depth of6.0'. �t Denotes Penetration Resistance 9n excess of 50 TSF 7 ' O � � � � ' t l_ J ' � � � ' ' � � ' ' SUMIVIARY OF LABORATORY TEST RESULTS Driggers Engineering Se�vices Incorporated � � � � � � � � � � � � � � � � � � � BORING DEPTH DESCRIPTION NO. (ft) B-I G.0-7.5 l.ighl brown anA tan Fine SAND B-I 10.0•1 I.5 Dark brown Finu SAND with Rnaly dividad organic material B-2 8.0•9.5 Dark brovm Fine SAND with traca of finely divided organic material B-2 I5.0-16.5 Grayish-hrown Fine SAND 8-3 I.5-3.5 Light brown and tan Fine SAND with pockets of Aark bmwn slighHy organic, silry Fine SAND B-3 I5.0-16.5 Dark grayish-brown Fine SAND B-4 10.0-I I.5 Dark hrovm slighNy organic Fine SAND ' B-5 6.0-7,5 Tan slightly silty Finc SAND B-5 12.0-13.5 Brown Finc SAND B-G R.0-9,5 Drown Fina SAND B-7 I.5-4.8 Brown and tnn Fine SAND B-7 G.0-7.5 Dazk brown Fino SAND with finely dividad organic material and trace of roote B-7 12.0-13.5 Light brown Fine SAND B-8 8.0-9.5 Dark brown Fine SAND B-9 2.5-3.3 nark brown slightly silry �ina SAND with finoly divided organic material B-9 6.OJ.5 Light brown Fine SAND SUMMARY QF LABORATORY TEST RESULTS W °h Y d {pc� W % = WaterContent Con. _ � d (pc� = Dry Density G.S. (+1) _ GS = Specific Gravity ORG. (%) _ LL = Liquid Limit Cl. (ppm) _ PL = Plastic Limit SOq (ppm) _ SL = Shrinkage Limit CORR. (ohm-cm) _ P.P. (ts� = Pocket Penetrometer * _ U.C. = Unconfined Compression ** _ ATTERBERG G a LTMiTS P.P. U.C. CON. G.S. ORG. pH CI. SO d «n ('y6) (nrm) (PPm) LL PL Sl. Consolidation Test Grainsize Analysis (Hydrometer) Organic Content Total Chloride Totat Sulfate C.ab Corrosivity See Test Curves Percent Passing No. 200 Sieve CLIENT: PROJECT: FILE: �- ,� ,� �r ,� �■ ■� �■ � ■ �■ �■ ,� �■ �■ „ �- Camp, Dresser & McKee, Inc. Clearwater RO Plant # 1, Ctearwater, Florida DES 116718 CORR. (Ohm-cm) BOR(IVC pEPTH DESCRIPTION NO. (ft) 8-10 10.0-1 I.5 Dazk brown �ine SAND with traco of finely divided organic material B-I I 8.0•9.5 Dark brown Fina SAND with finely dividad organic material B-I 1 12.0-13.5 Dark brown Fine SAND wich hece of finely divided or6enic material B•11 20.0-ZI .5 Dark Mown woakly cemantad Fina SAND B-12 6.0-7.5 park brown sligh[ly orsanic T'ine SANp with uace of raots 8• 12 12.5-14.0 Light brown and bwwn Fine SAND 8-13 10.0-I 1.5 Dark hrown Fine SAND with trace of limestone fragments B•{4 8.0-9.5 Dark brown Fine SAND � with finely divided organic meterial and trace of roots D-19 25.0-26.5 Dark �ayish-brown clayey Fine SANp B-15 6.0-7.5 Light tan Fine SAND with oranga veins B-15 15.0-16.5 Light brownish-gray clayey Fioe SAND B-15 30.031.5 Ligh! grayish-srcen CLAY B-16 1.3•G.0 Light brown Fine SAND [3-17 6.0-7.5 Brownish-gray and oranga silry, slightly clayey Fine SAND SUMMARY OF LABORATORY TEST RESULTS ATTERBERG H' % Y d G r LIMITS P.P. U.C. CON. G.B. ORG. p}I CI. SO `rcn i (�sfl (°i ) (rnm) (nrm) Ll. PL � SL " 0.9 33.8 80.6 9.4 W % = Wate�Content Con. _ y d(pc� = Dry Density G.S. (+1) _ GS = Specific Gravity ORG. (%) _ LL = Liquid Limit Cl. (ppm) _ PL = Plastic Limit SO4 (ppm) _ SL = Shrinkage Limil CORR. (ohm-cm) _ P.P. (ts� = Pocket Penetrometer ' _ U.C. = Unconfined Compression "`* _ 42 � 25 129 1 50 NP � NP Consolidation Test Grainsize Analysis (Hydrometer) Organic Content To[al Chloride Total Sulfate Lab Corrosiviry See Test Curves Percent Passing No. 200 Sieve CLIENT: PROJECT: FILE: 2.5 s • 49 • r * 1.8 a� 15.2 k s st 95.4 s ,r 16.5 Camp, Dresser 8c McKee, lnc. Clearwater RO Plant # l , Clearwater, Florida DES 116718 CORR. (Ohm-cm) � � � ■� �■ r� � r � r � � � �■ � r � � � � � � � � � � � � � � � � � � � � � � SUMMARY OF LABORATORY TEST RESULTS ATTERBERG f30RING pEPTFI DESCRIPTION �' �" Y d G Y LIMITS P.P. U.C. CON. G.S. ORC, pH CI. SO q I CORR. NO. �� (I+�n (�� (�) (PPm) (PPm) 1 (Ohm-cm) LL PL SI. � Ii-17 12.Q-13.5 Tan silry Fine SAND D-18 2.R-4.0 Light brown silty Fine SAND F3-18 12,0-13.5 Li6ht grcen CLAY 34.9 B-19 3.3-G.0 Grayish-browti silty Fine SAND with trace ofrools D-20 I O.Q-1 I.5 areen CLAY 31.5 &20 t 5.0-16.5 Light tannish•green slishtly brittle CLAY 32.2 B•21 10.0-I I.S Light grayish-brown silty FineSAND B-22 8.0-9.5 Grayish-grean claycy Fine SAND 33.3 B-23 3,1-4.0 Grayish-hrown slightly silty Fine SAND with Limestone Grevel 6•23 6.0-7.5 Dark 6rown slightiy silty Fine SAND . wtlh [f6C0 OFi00lS B•23 10.0-11.5 Light brownish-�ray silty, slightly ciayey Fine SAND 22.4 B-24 6.0-7.5 Grayish-brown, brown and dark orange silry Fine SAND 8-24 10.0-11.5 Light green CLAY with dark orange voins 35.8 B•25 1.5-4.0 Brownish-gray and li�ht brown clayey finc SAND 21.5 W % = Water Content Con. _ Yd(pcfl = Dry nensity G,S. (+1) _ GS = Specific Gravity ORG. (%) _ LL = Liquid Limit Cl. (ppm) _ PL = Plastic Limit SO4 (ppm) _ SL = Shrinkage Limit CORR. (ohm-cm) _ P.P. (tc� = Pocket Penetrometer * _ U.C. = Unconfined Compression ** _ 101 � 27 74 27 68 36 38 I 21 25 � 21 83 25 27 19 Consolidation Test Grainsize Analysis (Hydrometer) Organic Content Totttl Chloride Total Sulfate Lab Corrosivity See Test Curves Percent Passing No. 200 Sieve CLiENT: PROJECT: FiLE: • s st 81.2 � +r 71.7 •t 84.8 . ►. 40.0 s r •• 28,0 • ♦r 65.7 t4 �.3 Camp, Dresser & McKee, Tnc, Clearwater RO Plant �{ 1, Clearwater, Florida DES 116718 BORING pgpTH DESCRIPTION NO. (ff) B-3 12.0 - 13.5 Light brown nnd 6rny Fine SAND ti• I 2 20.0 - 21.5 Brown Fine SAND B•13 � I5.0 - IG.S � Grayish- brawn Fine SAND B•20 2Q.0 - 21.5 Lisht brown and tan CLAY B-21 20.0 - 21.5 Greun CLAY W % _ Y d (p�fl = GS = LI.. _ PL = SL = P.P. (ts� _ U.C. _ Water Content Dry Density Specific Gravity Liquid Limit Plastic Limit Shrinkage L,imit Pocke! Penetrometer Unconfined Compression SUMMARY OF LABORA.TORY TEST RESULTS ATTERBERG W% Y d G s LIMITS P.P. U.C. CON. G.S. ORG, pH CI. SO q (P�n �� (%) (PPm) iPPm) LL PL SL 6.1 45 48 6,400 4.5 30 57 16,750 Con. _ G.S. (+1) _ ORG. (°/4) _ CI. (ppm) _ SOq (ppm) _ RESISTIViTY = * _ .* _ Consotidation Test Cnainsize Analysis (Hydrometer) Organic Content Total Chloride Totai Sulfate Lab Resistivity See Test Curves Percent Passing No. 200 Sieve CLiENT: PROJECT: FiLE: 6.3 � 48 � 75 � 7,825 6.5 105 63 6.0 90 66 Camp, Dresser & McKee, Tnc. Ciearwater RO Plant # 1, Clearwater, Florida DES 116718 1,150 1,I25 RcsisHvity (Ohm-cm) � � � � � r � � � � � � � � � � � r � ' ' , , ' C� � , , �� , � ' � L__l � , GRAINSIZE ANALYSES Driggers Engineering Services Incorporated � � � � � � � � � � � � � � r w r � � �oo x & 7( 3 « � e � � � 4( � 31 � 1f DRIGGERS ENGINEERING SERVICES, INC. • Grain Size in Millimeters GRAVEL SAND SILT or CLAY Coarse Medium Fine umber Depth Nstursl L L. P. L P. 1. Clsssification Masturo CLIENT: Camp, Dresser 8� McKee, Tnc. B-1 6.0' -7.5' Light brown and tan F9ne SANO pROJECT: Clearwater RO Plant #1, Clearwater, Florida FILE: DES 116718 D 0 D 0 � � 0 � � Y A � d 0 b q �0 ia 9 e � ; � � d 5 c � c 0 � 4 Ii 3 s 0 B-2 DRIGGERS ENGiNEERING SERVICES, INC. 0 IC 20 ao 40 � � SO 'xw a v c 60 � � 70 � so �oo �i Groin 5ize in Millimeters GRAVEL SAND SiLT or CLAY Coarse Medium Fine Depfh Natunl � � P � p � Classi6cation Dresser & McKee, Inc. Moisture CLIENT: Camp, 15.0' - 16.5' Grayish-brown Fine SAND PROJECT: Clearwater RO P1ant #1, Clearwater, Florfda FILE: UES 116718 � � r � r � � ir � � � � � � � � � � ■� � � � r � � � � �■r r� � � � �■ � � � � ■� �ao eo eo �o c 3 � �" � 50 i� � : 40 � 30 20 10 B-3 DRIGGERS ENGINEE1i1NG SERVICES, INC. Groin Sixe in Millimete►s GRAVEI SAND SILT or CLAY Coarse Medium Fine �pyR Natursl L L. P. L P. I. Classificat+on Moisture CLIENT: Camp, Dresser & McKee, Inc. 15.0' - 16.5' Dark grayish-brown Fine SAND pROJECT: Clearwater RO P1ant #1, Clearwater, Florida FILE: DES 116718 i 0 0 0 o� $ o � � c �0 � 0 10 p � ia � a �� 3� $ �� : � 41 � B-5 31 � Q DRIGGERS ENGINEERING SERVICES, INC. 0 �o so 30 t 40 �' S' 50 � c� 4 � u d 10 BO 90 p t 7 i I i i I i � i V, 1�( i i � � i � � i i_ � i i i: i i� � � i � i 1 LL L1 I 1 I t 100 100 50 10 5 1 0.5 0,1 0.05 0.01 0.005 0.001 Grain Sixe in Millimeters GRAVEL SAND SILT or CLAY Coarse Medium Fine pepfh Nsturai L � p. L P. I. Ctsssification CLIENT: Cam , Oresser & McKee, Inc. Moisfure P 6.0' -7.5' Tan slightly silty Fine SAND PRO�ECT: Clearwater RO Plant #1, Clearwater, Florida I FILE: DES 116718 � � � ■� � � � r � �■ � � � � � �� r � � � � i � � � s � � � r � �w � r � � �o 4 8 7 3 6 a � 5 � � 4 3 2 0 DRIGGERS ENGINEERING SERVICES, INC. Grain 5ize in Miliimeters GRAVEL SAND SILT or CLAY Coarse Medium Fine umber Dep1A Nstural �� p L P, 1. Classification Moisture CLIENT: Camp, Dresser & McKee� Inc. B-5 12.0' - 13.5' Brown Fine SAND PROJECT: Clearwater RO Piant �1, C1earwater, Flor9da FII.E: DES 116718 D 0 IO �0 10 � � i0 � a � 4 1� � '0 !0 i0 DO io 9 8 7 '�i 3 6 �' c S � � u 4 � 3 2 1 DRIGGERS ENGINEERING SERVICES, INC. • Grain S�ze in MiUimeters GRAVEL � SAND SILT or CLAY Coarse Medium Fine umber pepfh '�°`°'° L L P. L P, 1. Classitication Moisturc B-6 8.0' -9.5' Brown Fine SAND CLIENT: Camp, Dresser & McKee, Inc. PROJECT: Ctearwater RO P1ant #7, Clearwater, Florida FILE: DES 116718 � D J 'Fr 0 �` �' ox � c 0 � a 0 10 10 �0 � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � �a 9 8 ) � 3� � C R � C � , 3 9 1 DRIGGERS ENGINEERING SERVICES, iNC. Grain 5ize in MiUimeters GRAVEL SAND SILT or CLAY Coarse Medium Fine iumber p�p}h Natursl � � p. L P. I. Classification Masture CLIENT: Camp, �resser & McKee, Inc. B-7 1.5' - 4.8' Brown and tan Fine SAND PROJECT: Clearwater RO Plant #1, Clearwater, Florida FILE: DES 116718 i 0 0 D � 0 � � 4 � . � A � a 0 b i0 DO �a E ! � �! 3 � .� � W � , € 7 1 DRIGGERS ENGINEERING SERVICES� INC. Groin Size in Millimeters GRAVEL SAND Coacse Medium Fine SILT or CLAY umber Depth Natunl �� P. L P. I. Classification Molstun CLIENT: Camp, Dresser & McKee, Inc. B-7 12.0' -13.5' Light brown Fine SANU PROJECT: C7earwater RO Plant #1, Clearwater, Florida FILE: �ES 116718 f 0 b D 0 � b' A � � c Q � � 0 b i0 ]0 �■■ � � r � � � � � � � r � � ■� � � � � � � � � � ' � � � � � � � � � � � � � �o 9 e � '�o � 6 �i c 5 � « � u � � 3 s 0 B -8 DRIGGERS ENGINEERING SERVICES, INC. 0 30 zo � �e 40 � � 50 L" � c � u � 70 � 90 I00 _)I Grain Size in Millimeters GRAVEL SAND SILT or CLAY Coarse Medium Fine Dep1h Natural � � P L p � Cl�ssification Moisture CLIENT: Camp, Dresser & McKee, Inc. 8.0' -9.5' Dark brown Fine SAND PROJECT: Clearwater RO P1ant #1, Clearwater� Florida FILE: DES 116718 ia 9 ! 7 r 'o E 3 $' c ` k � � 1 � 3 2 0 DRIGGERS ENGINEERING SERVICES, INC. Grain Size in Millimeten GRAVEL SAND SILT orCLAY Coarse Medfum Fine umber Depfh nacur�� p � p � Clsssification CLIENT: Cam , Dresser & McKee, Inc. Moistu►e p B-9 2.5' -3.3' with finely divided organ'1c material PROJECT: Clearwater RO Plant �1, Clearwater, Florida FILE: DES 116718 � 0 � 0 'Ei {0 �' � �o :. � � i0 � � '0 � DO 00 � � �■ � � �■ � �■■ � � � � � � � r � � ■� � � � � � � � � � � � � � � � � � � � ia �c � 71 � .� � 3 �' c � w � : 41 � 3t � I( I DRIGGERS ENGINEERINt� SERVICE3, INC. Groi� Size in Millimete►s GRAVEL SAND SILT or CLAY Coarse Medium Fine umbu Depih Natunl L L. P. l. P. L Clsssification Masturo CLIENT: Camp, presser & McKee, Inc. 8-9 6.0' - 7.5' Light brown F�ne SAND PROJECT: Clearwater RO Ptant #1, Clearwater, Florida FILE: DES 116718 ; D 0 D '�ie o � �' o L" � � O � � 0 10 10 � �Oi s� � 7t w 3 � a � SI � y� 4( 4 3f � f[ DRiGGERS ENGi1NEERiNG SERVICES, tNC. 0 0 �o F�7 � 10 �' � 5o L^ � Y � � O. 70 � 90 Q l 1� 1 I � 1 1 1 1 1 1 � 1 � I � � �� : �- I i 1 1 � I I 1 1 J, 1 1 1 I 1 I(� 300 50 10 S I 0.5 0.I 0.05 0.01 0.005 0.001 • Grein Size in Millimeters GRAVEL SAND SII.T or CLAY Coarse Medium Fine umDee pepih Mastu,e L�- P. l. P. I. Class�fication CLIENT: Camp, presser & McKee, Inc. a own. ne w race 8-10 10.0' - 11.5� of finely divided organic material PRQJECT: Clearwater RO P1ant #1� Clearwater, Florida FILE: OES 116718 s r ■� r � � ■� � ■s �■■ � r■ � � � � � �r � � � � � � � � � � � � � � � � � � � � ia 9 8 7 '� � t .�' c � W � � � � 3 7 0 DRIGGERS ENGINEERING SERVICES, INC. 0 10 10 � � 40 � � SO C � c 60 � 4 �0 � 90 100 _)1 Groi� Size in Millimeters GRAVEL SAND SILT or CLAY Coarse Medium Fine umber (kP}� n�cuw� L L. P. L P. 1. Moisfure B-11 12.0' -13.5' r � Clsssificaticm CLIENT: Camp, Dresser & McKee, Inc. ne SAND with trace pROJECT: Clearwater RO Plant #1, ided organ9c material � Clearwater, Florida FILE: DES 11671$ �� a 3 � b' � 50 � � ,a 30 20 �o DRIGGERS ENGINEERING SERVICES, iNC. „ j �� i��r�i�i�i��:��i��rr�i�r��■■� � �i��o�i��■��N��i��ii�� , 1111��1111��1111��►l�IIIIi��1111��r IIII��IIII��IIII��t1�If11��11M1�� , IIII��r111��1111� ��1111��1111�� 1111��t111��1l11� r��1111��rl111�� , i�� r��e�� it� �� t�� , ,i,,......,,,i...i..,,,,....■ „�,........,,�........ . � ",..� "",.■. ��,"...��„",...-�,",.■S- ��11,��1��11��11��_��11�� . ��i��■�r�� , ��i��i�� . ��n��i��r . "„,. ■ . _", , , �.. _ ",,,. ■ . �" 1' , . ■ . _' „' , . ■ � � �,",�..��,,,,.■.��"�,.�. ��",.■._�,,,�..._ : � n�� ■� �i��■�� ■��=n�� ■�� u��■ �� i�� ■�� ■��ir�� ■� . Q ,� � pp 50 10 5 l 0.5 0.1 0.05 0.01 0.005 0.001 • Grain Site in Millimeters GRAVEL SANp SILT or CLAY Coarse Medium Fine umber pepth Nstural � � P L p. � Clsssification Masture CLIENT: Camp, Dresser & McKee. Inc. 8-11 20.0' -21.5' Dark brown weakly cemented Fine SAND pROJECT: Clearwater RO Plant #1, Clearweter, Ftorida FII.E: DES 116718 ■r � � � r r■ � r � r � r � � � � r � � � � � � � � � � � � � � � � � � � � � � ioo 90 � �o � °� 60 � C 50 W Y � 40 30 �] 10 0 1_- Grain Site in Millimeters GRAVEL SANQ SILT or CLAY Coarse Medium Fine umber (kpth Natuai � l. P. L P. 1. Classification Masture CLIENT: Camp, Dresser & McKee, Inc. B-12 12.5' - 14.0' �ight brown and brown Fine SAND PROJECT: Clearwater RO Plant #i, Ctearwater, Florida FILE: DES 116718 DRIGGERS ENGINEERING SERVICES, INC. � � � � D � a, a . � D $ U Y 0 � d D i0 10 10 �a 9 8 � 3� � c 5 iZ � 4 � 3 2 1 DRIGGERS ENGINEERING SERVICES, INC. Groin Size in Millimeters GRAVEL SAND SIIT or CLAY Coarse Medium Fine � 0 !o 0 � �0 3 E' �o � � �0 � � '0 i0 i0 00 umbar peplh "°`°"' L L. P. L P. I. ClaSSifiCetiOn Moisturc CLIENT: Camp, Dresser & McKee, Inc. . B-13 10.0' - 11..5' with trace of limestone fragments PROJECT: Clearwater RO P1ant #1, Clearwater, Ftorida FILE: pES 116718 � � � � � � ' � � � � � r � � � � � � � � � � � � � � � � � � � � � � ! � � �a � a DRIGGERS ENGINEERING SERVICES, INC. 0 io so � IIII��1111��1111��1�1111��111�� ' i�� r��i��e� , � � i�� ■�� t��■��►��=r��e�i��e� . � 'iiiNii�i ,,,,�.i�i%,,,,....�,■■�„ .....■■,,......_ , ,,,,.. �,,,......,,,,......,,,,...... � . ,��....�,,,.......,,,.....,..,,,,......,,,,........ . ,,,,......,`�,......,�,,.......�,,,......,,,,...... . , ��n��i��H��i��i�� , 1111��1111��1111��l�MIII��1111�� 1111��1111��1l11��11��1111�� ' ' 1111� �� , lil/��til�� i �� ■ 1��1111�� . ��ri��ii�ii�� ■ � ��s��e��■� � , ��r��i�� ■ � ��i��r��■� .. .. . . . . ,. ,. ... .., . .�: - :. - . �i�rl��1� , : . . - , � , � _ . . . , . - : - - � � �r�■ . . _ . _ . . . , � ��: . .. , �o 9 8 7 'ii 6 3 � e 5 � � u 4 � 3 7 0 DRIGGERS ENGINEERING SERVICES, INC. Grsio Size in Millimeters GRAVEL SAND SILT or CLAY Coarse Medium Fine umber Depth Nstural L 4 p, L P. 1. Classif"rcation GLIENT: Cam . Dresser & McKee, Inc. Masturo P B-15 6.0' -7.5' L1ght tan Fine SAND pROJECT: Clearwater RO P1ant #1, with oran e veins C1earwater, Florida FILE: DES 116718 D 0 D 0 �' S o� � v c 0 � � 0 10 i0 70 r � � � r � r � � � � � � �t � � r� � s � � � � � � � � � � � � � � � � � � � �a 9 8 7 � 3 6 �' G 5 � � 4 3 2 ! DRIGGERS ENGINEERING SERV{CES, INC. D 0 !0 0 10 � � i0 C � � i0 y � '0 !0 !0 DO • Grsin Size in Millimetcrs GRAVEL SAND Coarse Medium Fine SILT or CLAY umber Oeplh Natuni L� p, L P. i. Clsssitication CLIENT: Cam Dresser & McKee, Inc. Masturo p > . B-15 15.0' - 16.5' Light brownish-gray pROJECT: Clearwater RO P1ant #1. cla e Fine SAND Clearwater, F1orlda FILE: pES 116718 � �a 9 � 7 � 6 � c S � � 4 3 2 1 B-16 DRIGGERS ENGINEERING SERVICES, INC. 0 10 IO 30 40 � � SO L" � Y � y � 70 � 90 100 ,�1 • Grain Size i� Millimeters GRAVEL SAND Coarse Medium Fi e SILT or CLAY �p�h Nstunl L � p. L p, L Clsssification Moisture CLIENT: Camp, Dresser & McKee, Inc. 1.3' -6.0' Light brown Fine SAND PROJECT: Clearwater RO P1ent �1, Clearwater, Florida FILE: DES 116718 � � � � � � � � � � � � � � � � r � � � w � � r � ■� � i■�r � � � � � �w � � r� � ia 4 8 7 � 6 3 �' � 5 � � `. 3 2 1 DRIGGERS ENGINEERING SERVICES, INC. � 0 !0 O �0 3 � i0 � � 0 � 4 � �0 !0 i� 00 Groin Size in Millimete►s GRAVEL SAND SILT or CLAY Coarse Medium Fine umbar p�p�h Nstu�al � � p L P. I. Clsssification CLIENT: Cam , Dresser & McKee, Inc. Masture p . B-17 12.0' _ 13.5� Tan silty Fine SANb PROJECT: Clearwater RO Plant #1, Clesrwater, Florida FIlE: DES 116718 io 9 B 7 'S 6 3 � � 5 � � � � 3 2 � DRIGGERS ENGINEEAING SERVICES, lNC. i D O 0 � 0 � � �o � � A � '0 � i0 00 Groin Size in Millimeters GRAVEL SAND SILT or CLAY Coarse Medium Fine iumber Depfh N��a� L L. P. L P. I. Classification Moistu►e CLIENT: Camp, Dresser & McKee, Inc. , 8-18 2.8' -4.0' L�ght brown silty Fine SAND PROJECT: Clearwater RO Plant #1, Clearwater, Florida FIL6: DES 116718 r r� � r �r � � � � � � � � r r � r w� � � r � � ■� � � � � �■ � � � r� � � � � � ia � a r � 6 � c 5 iti � 4 � 3 2 7 DRIGGERS ENGINEERING SERVOCES, INC, 0 ia F� � •o � � SO �L � Y � y � 70 80 90 � � � � � � � � � �ioo l00 50 30 5 l 0.5 0.1 0.05 0.01 0.005 0.001 Grsin Size in Millimeters GRAVEL ANp SIIT ar CLAY Coarse Medium Fine umber Depfh Natural � 4 p L P, 1. Classification CLIENT: Cam . Dresser & McKee, Inc. Moisture P ray s- rown s y ne 8-19 3.3' -6.0' with trace of roots PROJECT: Clearwater RO P1ant �1, � Clearwater, F1or9da FILE: DES 116718 �a a a � � 6 � °u S c � � � 4 3 2 ! DRIGGERS ENGINEERING SERVECES, INC. Grsin Size in Miliimeters SiLT or CLAY umber Depfh na�ura� � � p L P. 1. Clsssitication ClIENT: Cam , Dresser & McKee� Inc. Moisture P 8-21 10.0' - 11.5' Light grayish-brown silty F9ne SAND pROJECT: Clearwa�ter RO Plant #1, Clearwater, Florida FILE: DES 116718 0 � � D 3 a o� � 0 � 0 � 10 7D r r � � � r � � � r � � r �■ r r � � � � � � � � � � � � � � � � � � � � � � DRIGGERS EN�3INEERING SERVICES, INC. � -�.�.�. .. ��i��i�i��cii��ii�ii�� i��ii��r�i�� . i��_�� i��r , ' i��e�s••�•��u��■i��i�� ,, ��r�.�e��i�r�� . � �i��i��i�N��=►��■��i�� , �� ■��i��i�� . ��i��ii��r i��ii��■��i��■� , .. ��e�� ,��■■i�� . - , � �� t��t��►�ii��t�� M��■i��ri�� ■�� , , ��ii� . , � � iN��■��i��i�� . , �i�n��i��i�� , t��s��►��r�� ,,�,�.=��s,,,�....�,,,i�iii �ii,.........,,,,.......:. �r�� i�� ■ � �� ■�� ,�„��...�,,,�.�.. ,u...� ,�.,.�..%,,,�.i.�� IIII��IIi11t��1111�� '0 ��1111� ' . i��o��■ ��i��ni� , . .. . , . . .. .. ... � . .., .� :. � . ��L'�11'al�0 . . , - - : _ . � � � �� ' ' ` - � � � � .., . ■ �� - . . . ... .�■...�.. , ia 9 E 7 a � 6 � c 5 ii � 4 � 3 2 1 DRIGGERS ENGiNEERING SERVICES, INC. ] D i Y 0 � S D � � c 0' � � 0 �D p �0 • Groin Size in Millimeters GRAVEL SAND SILT or CLAY Coarse Medium Fine umber �pyh Natunl L L P. L P. I. Cisssification Mastun CLIENT: Camp, Dresser 8, McKee, Inc. . w B-23 6.0' -7.5' with trace of roots PROJECT: Clearwater RO P1ant #1, Clearwater, Florlda FILE: DES 116718 � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � r � � � �u 9 e � 'F» # 6 � � 5 k � 4 � 3 � � DRIGGERS ENGINEERING SERYfCE3, INC. 0 0 D � 0 �' � �0 � � c O � � 0 10 10 JO � Grsin Si:e in MiOimeters GRAVEL SAND SILT or CLAY Coarse Medium Fine umDer Depih Natu►sl L � P L p � Classificatio� Moistu►e CLIENT: Camp, Dresser & McKee, Inc. . ray s - rown, rown B-24 6.0' - 7.5' and dark oran e silt Fine SAND PROJECT: Clearwater RO P1ant #7, Clearwater, Florida FILE: DES 116718 1__J � � l 1 , ' �� 1 1 �� ' �J � �J ' � ' l �� , METHOD OF TESTING Driggers Engineering Services Incorporated ' 1 1 1 ' , , , , � ' STA►NDARD PENETRATION TEST � WITH AUTOMATIC �IAMMER � AND SOIL CLASSIFICATION ':';`_�._ " �t'4 _ _ _ Y S� } • Y� `"e . �1� s'.^rr.: ' � 1. - _.�:� �.�i-.��; WATER TABLE SPLJT BARR�t. SAMPLER ' . .. � ;:-:' FlNE SAND i_ 4----N" VALUE OR , s BLOW COttN� MUCK 7 [ ` � � �s�� ' CI.AYEY FlNE SAND SHELBY TUBE � SANUY CIAY CLAY � UMESTONE � CORE RUN ' STRATUM C�-1AN(�E STANDARD PENETRATION TEST (ASTM Ik158b) In the Statidard Penetration Test borings, a rotary drilling rig is used to advance the borehole to the desired test depth. A viscous drilliag fluid is cireulat� through the drill rods and bit to stabitize the borehole and to assist in removal of soft and rock cuttings up and out ofthe borehoie. Upon reaching the desired test depth, the 2 inch 0.D. sptit-barrel sampier or "split spoon", as it is sometimes catled, is attached to an N- size drilt rod and Iowered to the bottom of the borehole. A 140 pound automaric haznmer, attached to the drilt string at the ground surface, is then used to drive the sampter into the fom�ation. The hammer is successively raised and dropped for a distance of 30 inches using an automated lifting mechanism. The number of bIows is rewrded for each 6 inch intervat of penetration or unril virtual refusal is achieved. In the above manner, the samp(es are ideatiy advanced a total of t8 inches. The sum of the bEows required to effect the finat 12 inches of penehation is calted the blowcount, penehatioa resistance or "N" vatue of the particular ma.terial at the sample depth.. Af%r peneGation, the rods and sampler are relracted to the ground surface where the core saznple is removed, sealed in a glass jar and transported to the laboratory far verificadon of fceld classification and storage. SOIL SYMBOLS AND CLASSIFICATION Soil and rock samples secured in the field sampling operation were visuaily classified as to texture, color and consistency. Soil classifications are presented descriptively and symbolically for ease of interpretation. The stratum identification lines represent the approximate boundary between soil types. In mauy cases, this transition may be graduat. Gonsistency of the soil as to relarive density or undrained shear strength, unless othetwise noted, is based upon Standard Penetration resistauce vataes of "N" values and indusuy: accepted standards. "N" vaiues, or blowc�unts, are presented in both tabular and graphical form on each respecti�e boring tog at each sampte interval. The graphical piot of blawcouat versus depth is for 1lushration putposes only and does not warrant contiauiry in soil consistency or linear variation between sample intervals. � 50%.3' The borings represent subsurface conditions at respective boring locations and sample intervats onty. Variarions in subsurface DEN07ES �nditions may occur between 6oring Locations. Groundwater depths 5Q BLOWS FOR shown represent water depths at the dates and time shown only. The 4.3• PENETRA.nQ�! absence of water table informati�n does not necessarily imply that groundwater was not encountered. ' APPENDIX B I AVAILABLE DOCUMENTS ' The following documents aze not part of the CONTR.ACT DOCiJMENTS and are available for review at CDM Smith's Tampa office location 1715 N. Westshore Blvd, Suite 875, Tampa, FL 33607 Tel (813) 281-2900: ' l. Ciry of Clearwater, Skycrest Reclaimed Water System Contract 2: Transmission and Distribution Drawings, Mazch 2009 ' 2. Report of Geotechnical Exploration and Evaluation Skycrest Reclaimed Water System — Distribution and Transmission Lines Clearwater, Florida, NODARSE & ASSOCIATES, INC, November 5, 2008, N&A Proposal No. 04-07-0099-101A ' 3. City of Clearwater, Drew and Union Streets Reclaimed Water System Contract 1 Record Drawings McKim and Creed, July 2004 ' ' � ' ' ' ' t ❑ ' ' ' Appendix B.doc 4l23/2012 �_J ' � ' ' ' ' ' ' , ' ' ' ' , ' ' ' , ' Appendix C.doc APPENDIX C PERMITS 4/23/2012