Loading...
Sugarloaf Blvd. Bridge Replacement 2nd Amendment 05/22/2019 ��SAOURTQ GG`11 f4.;'0,I0yE ,,,, Kevin Madok, CPA ..5 s Clerk of the Circuit Court&Comptroller—Monroe County, Florida DATE: May 31, 2019 TO: Judith Clarke, PE, Director Engineering/Roads&Bridges Clark Briggs, Project Manager Engineering Department ATTN: Nicole Twyman, Executive Assistant Engineering Department FROM: Pamela G. Hanco`C ,D.C. SUBJECT: May 22"d BOCC Meeting Enclosed is a duplicate original of Item C37,Amendment No. 2 to the Task Order with Kisinger Campo&Associates for Engineering Design and Permitting Services for Sugarloaf Boulevard Bridge Replacement Project in the not to exceed amount of$211,563.79 to revise design to allow for an additional 12-inches of navigational clearance to adapt for sea level rise, address drainage issues adjacent to the bridge, perform additional seagrass and coral survey necessitated by Hurricane Irma, and to perform US Army Corps of Engineers required Cultural Resources Assessment Study, for your handling. Should you have any questions, please feel free to contact me at(305) 292-3550. Thank you. cc: County Attorney Finance File KEY WEST MARATHON PLANTATION KEY PK/ROTH BUILDING 500 Whitehead Street 3117 Overseas Highway 88820 Overseas Highway 50 High Point Road Key West,Florida 33040 Marathon,Florida 33050 Plantation Key,Florida 33070 Plantation Key,Florida 33070 305-294-4641 305-289-6027 305-852-7145 305-852-7145 AMENDMENT 2 TO THE TASK ORDER FOR ENGINEERING DESIGN AND PERMITTING SERVICES BETWEEN MONROE COUNTY AND KISINGER CAMPO & ASSOCIATES FOR SUGARLOAF BOULEVARD BRIDGE REPLACEMENT PROJECT THIS AMENDMENT 2 to the Task Order IS ENTERED INTO BETWEEN Monroe County, whose address is 1100 Simonton Street, Room 2-216 Key West, Florida 33040, hereafter the "County", and Kisinger Campo &Associates, Corp. a Corporation of the State of Florida, whose address is 201 North Franklin Street, Suite 400, Tampa, Florida 33602, its successors and assigns, hereinafter referred to as "CONSULTANT", Paragraph 2.1.1 ARTICLE II SCOPE OF BASIC SERVICES is amended to add the following: 2.1.1 The CONSULTANT will perform for the COUNTY supplemental Engineering Design Services to modify the 60% design phase plans to allow for an additional 12 inch navigational clearance to accommodate for sea level rise that is anticipated to occur over the design life of the structure; design drainage improvements on Buttonwood Drive East along southeast bridge quadrant; perform additional coral and seagrass surveys at the project site that were necessitated due to impacts from Hurricane Irma; and complete a US Army Corps of Engineers required Cultural Resources Assessment Survey (CRAS) as more fully described in the Consultant's proposal that is included as Attachment A. Paragraph 7.1 is amended to include the following: The Total Design Fee, in accordance with the rates in the On Call Agreement and as outlined below, will be increased by the not to exceed amount of$207,863.79 plus $3,700.00 in estimated expenses for a total of$211,563.79. The following lump sum amounts and estimated expenses will be paid to the consultant for services added under this Amendment 2: KCA Fee • Project Management $ 16,711.00 Roadway//Maintenance of Traffic (MOT)/Signage And Pavement Markings (SAPM) $ 49,828.00 Drainage $ 29,040.00 Structures $ 90,569.00 Environmental Permitting $ 7,116.00 Subconsultant Fee Cultural Resources Assessment Survey (CRAS) - Janus Research $ 10,609.10 Geotech—Tierra South Florida $ 3,990.69 Total Design Fee $ 207,863.79 Estimated Expenses . $ 3,700.00 Sugarloaf Boulevard Bridge Replacement Project Kisinger Campo&Associates May 22,2019 Page 1 of 3 Force and Effect. In all other respects the Contract dated January 16, 2014 and Task Order effective October 21, 2015 remain in full force and effect. n WITNESS WHEREOF each party hereto has caused this contract to be "�`_• uted by its duly authorized representative. Aogli ! -:, ' .):4 „). EVIN MADOK, CLERK �, '-0; Deputy Clerk Mayor/C -irm n f4Na1O..,CO0104 Date: 511-211,,i 5 (SEAL) Kisinger C mpo & ssociates, Corp. Attest: /...,(4,(/....,,,,,7"-- // / By: By: all/ 6 Ronald Gott Paul G. Foley, y P.E. '' /�' ,).Title CFO/Senior V.P. Title President C' ' i`.' ,,lG .°.i 'fie'(;':{ MONROE COUNTY ATTORNEY F$3I I j APR AS TORM: L. O �'N �_ CHRISTINE LIMBERT-BARROWS w = - ASSISTANT l`� dORNEY a Cc y-,-- DATE: 0-66641 :z C17 is ›- Ali' Li j to CD 0 Sugarloaf Boulevard Bridge Replacement Project Kisinger Campo&Associates May 22,2019 Page 2 of 3 Attachment A Consultant's Detailed Scope of Services Sugarloaf Boulevard Bridge Replacement Project Kisinger Campo&Associates May 22,2019 Page 3 of 3 KcA R a ASSOCIATES April 23, 2019 Judith S. Clarke,P.E. Director of Engineering Services 1100 Simonton Street Key West,Florida 33040 Project Description: Monroe County on Call Professional Engineering Services Re: Sugarloaf Boulevard Bridge Replacement — Amendment #2 - Design Modifications to Allow for Increasing the Navigational Clearance of the Bridge by Twelve Inches and Drainage Improvements along Buttonwood Drive Dear Ms. Clarke: Kisinger Campo &Associates(KCA) is pleased to submit this Scope of Services and Fee Estimate for the design modifications required to raise the profile of the roadway approaches and bridge to accommodate an additional 12 inches of navigational clearance above what was proposed in the 60% Plan Set. Additionally,this scope includes supplemental work to improve the drainage along Buttonwood Drive East and along the east side of Sugarloaf Blvd. at the south end of the bridge. Design Modifications to Allow for Increasing the Navigational Clearance of the Bridge by 12 Inches: The current bridge concept as submitted at the 60%Phase provides approximately 10 feet of navigational clearance to the Mean High Water(MHW)Line. A detailed cost comparison was completed that compares the cost estimate provided for the 60% Phase Submittal verses the cost of a raised bridge concept. The County has requested that KCA move forward with the design changes and plans production required to raise the profile and accommodate an additional 12 inches of navigational clearance. As part of this effort,KCA will revise the roadway,structural and drainage design and modify the plans as necessary to accommodate the increased profile. The 60%Plans will be resubmitted to the County and the project schedule will be updated to accommodate the redesign effort. In addition, all permitting documentation will be revised to accommodate the updated profile. Specific anticipated design modifications and plans updates will include: • Expanded project limits • Additional roadway reconstruction • Guardrail alignment adjustment and additional guardrail length • Side street/driveway/trail construction for harmonization • Temporary walls between construction phases due to profile increase • Larger substructure with increased concrete sections • Increased piling requirements • Increased riprap requirements • Reconstruction/strengthening of existing retaining wall • Additional retaining walls at the right-of-way line due to slope tie down point • Updates to all permitting documentation 201 North Franklin Street,Suite 400 I Tampa,Florida 336021 PHONE 813 871-5331 FAX 813 871.5135 I www.kisingercampo.com KcA KIS NGER CAMP® ASSOCIATES Drainage Improvements along Buttonwood Drive: Drainage improvements will consist of improving drainage along the southeast bridge quadrant by providing a storm sewer system along Sugarloaf Blvd. and Buttonwood Drive East. The runoff from these systems will be stored in a french drain system. The consultant will be responsible for preparing the ERP permit package and all the work required to obtain the permit from the South Florida Water Management District. (SFWMD). Tasks will include roadway design, drainage design, environmental/permitting, and geotechnical engineering. The additional Geotechnical work will include infiltration rate testing required by the SFWMD for designing French drain systems. Additional Miscellaneous Tasks: During Hurricane Irma,the canal experienced scour and erosion. As part of this scope,KCA will complete a new field survey for the coral and seagrasses at the project site. All environmental documentation will be updated as necessary. A Cultural Resource Assessment Survey(CRAS)will be completed by Janus Research as required by the US Army Corp.of Engineers(USACE). This is now a requirement for all bridge projects when the existing bridge is 50 years of age or older. Consultant Fee: We have estimated the level of effort required for all engineering services described above. Our total estimated lump sum fee amounts to $207,863.79. This fee includes all KCA efforts and sub-consultant efforts, coordination, QA/QC and supervision. The fee estimate is based on the hourly rates which were previously approved for this contract. Our expenses were estimated separately and are not included in the lump sum fee estimate. Our total estimated expenses amount to$3,700.00 and will cover the permit fee for the SFWMD and travel expenses as necessary. We sincerely appreciate the opportunity to continue our working relationship with you on this project. Please do not hesitate to call me if you have any questions or need any additional information. Best Regards, Jason L.LaBarbera,P.E. Project Manager File:12017.57(KCA) 201 North Franklin Street,Suite 400'Tampa,Florida 33602 PHONE 813 871-5331 FAX 813 871-5135 I www.klsingercampo.com • • FEE SUMMARY SHEET TWO#4-Supplemental Agreement#2 for Sugarloaf Boulevard Bridge Replacement KCA FEE Project Management $16,711.00 Roadway/MOT/SAPM $49,828.00 Drainage $29,040.00 Structures $90,569.00 Environmental Permitting $7,116.00 TOTAL $193,264.00 SUBCONSULTANT FEE Geotech-Tierra South Florida $3,990.69 CRAS-Janus Research $10,609.10 TOTAL $14,599.79 TOTAL DESIGN FEE TOTAL DESIGN FEE $207,863.79 ESTIMATED EXPENSES Project Manager(County Meetings, Coordination, Etc.) $1,200.00 Environmental $1,200.00 Geotech-Tierra South Florida $1,000.00 SFWMD Permit Fee $300.00 TOTAL EXPENSES $3,700.00 Sugarloaf Bridge Boring Quantity Estimation Drainage -Scope Perform one (1) percolation test and one (1) boring to a depth of 6 feet below existing grade Provide percolation test results and soil profile MOT may be required due to utility conflicts or access. Existing overhead line at/close to desired test location. Scope of Work Janus Research Sugarloaf Boulevard Bridge Replacement Monroe County, Florida April 19,2019 Cultural Resources Assessment Survey(CRAS) For the Sugarloaf Boulevard Bridge Bridge and the historic resources immediately surrounding the bridge a Cultural Resources Assessment Survey(CRAS)will be conducted.The historic bridge and at least one historic building appear to be in the area of potential effect(APE). Consequently, a document will be prepared which identifies and evaluates the bridge and the historic resources immediately adjacent to the bridge approaches, and evaluates if these historic resources would be considered contributing or non-contributing to the potential National Register-eligible historic district and if any of these are individually eligible for inclusion in the National Register of Historic Places (National Register). Florida Master Site File (FMSF) forms will be prepared and the National Register Criteria for Evaluation will be applied in order to determine eligibility. This document will be submitted to the client for review. A draft will be produced and provided for review, and final documentation will include revisions. Four copies of the draft and final documents will be provided as part of this work. Ultimately the documentation will be submitted to the appropriate agency, FDHR/SHPO. As part of our services, Janus Research will survey and photograph the historic resources in the project area,perform background research regarding the historic significance of the resources,and determine if they are potentially eligible for listing in the National Register. A historical literature and background information search pertinent to the project areas will be conducted. This will include a search of the Florida Master Site File, County and local site inventories, books and journal articles, unpublished CRM reports, and the like. Every effort will be made to solicit historic and site location information from other professionals, amateur archaeologists and collectors, lay historians, and the local residents of the project area. An archeological desktop analysis will be conducted to include a review of the most current Florida Master Site File(FMSF)data as well as a review of the associated FMSF forms and survey reports to assess the accuracy of the locational data and evaluate whether the previous surveys meet the current requirements of Section 106 of the NHPA of 1966 (Public Law 89-665, as amended), as implemented by 36 CFR 800 -- Protection of Historic Properties (incorporating amendments effective August 5, 2004), the revised Chapter 267, Florida F.S.; and the standards embodied in the Florida Division of Historical Resources' (FDHR) Cultural Resource Management Standards and Operational Manual (February 2003) and Chapter 1A-46 (Archaeological and Historical Report Standards and Guidelines),Florida Administrative Code(F.A.C.).An analysis of available historic aerials, historic General Land Office (GLO) plat maps and associated surveyors' notes, United States Geological Survey (USGS) quadrangle maps, and pertinent environmental features will also be conducted to help identify areas of archaeological probability. The results of the desktop analysis will be documented in a technical memorandum which will include a map showing a preliminary APE,the locations of any previously recorded archeological sites and areas of archaeological probability. A visual survey will also be conducted to document existing conditions. All work will be conducted in accordance with Section 106 of the National Historic Preservation Act (NHPA) of 1966 (Public Law 89-655, as amended), as implemented by 36 CFR 800 -- Protection of Historic Properties (incorporating amendments effective August 5, 2004), and the revised Chapter 267, Florida Statutes. All work will also conform to professional guidelines set forth in the Secretary of Interior's Standards and Guidelines for Archaeology and Historic Preservation (48 FR 44716, as amended and annotated) and Chapter 1A-46 (Archaeological and Historical Report Standards and Guidelines),Florida Administrative Code. Effects Determination-Optional If needed, Janus Research will evaluate engineering information, and determine the potential effects it may have on the bridges according to the Criteria of Effect established by Section 106; this may involve determination of"No Adverse Effect" or "Adverse Effect". Components of the Case Study report will include a general description of the project and its benefits, historical context, description of significant resources, discussion of potential effects to the resources, and a description of measures proposed to mitigate adverse effects.This effects documentation will include the bridge, and any additional significant resources that may be identified during the CRAS;this could potentially include a historic district,but again the CRAS effort will reveal the additional resources. C" " ` '� CERTIFICATE OF LIABILITY INSURANCE ETE'MMl°°"YYY) 10/25/2018 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 ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. 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 certificate holder is an ADDITIONAL INSURED,the policy(ies)must have ADDITIONAL INSURED provisions or 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(s). PRODUCER PCt 83 Park Place Blvd Brown&Brown Insurance Suite 101earwater ! Vil r 27 45I1 7 der R "it.x75a 708 ..,,,,,. Clearwater FL 33757-2456rmoa�bppinollas com _ INSORFRtSpAwoRoo v1RAor„" .m... „"Nlticdq .. _ ._ INSURER AAdmiral Insurance Com,an INSURED Kisinger Campo Sr Assoc, Corp. 1NsuERe The Travelers Indarinrnity Company oIAnllina a r"°y66t KCCS Inc. lNsura R r The Charter Oak Fire'Insurance Comtlany -5615 .µ p i "S v ,. . ..asuallyand" urety05., Campo&Associates, PLLC INSURER Traeler Ca, 201 N. Franklin Street, Ste.400 INSURER Tampa FL 33602 _ R�RF; COVERAGES CERTIFICATE NUMBER:914098674 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 POLICIES,LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS, ...„.. _ . ll�l�rt .... TYPE OF .� _...__ AYldl:'lrtial ".m .� ..� M. �t`aiA✓���"""Bra rel�rLll��'E:tMw F INSURANCE POLICYNUMBER Md rY l' LIMITS C X COMMERCIAL GENERAL LIABILITY 6308254A604 9/1/2018 91112019 EACH OCCURRENCE $1.000,000 "'tltizAtlt 1t5ntNN1FL CLAIMS-MADE X OCCUR "�tl e g,'ca4ngrx'� $30p 000 I X Contractual Liab PP '� � - MED EXP(AnV one person) $10r000 ..... ,,. X XCU Included " QY » PERSONAL&ADV INJURY $1 11gD o00 ILNIPOICREGAFhL IT APPLIES PER:n LIMIT DA I ,..... [ .,� D LOC .."PRODUCTS COMP/OP AGG $2 OOP q90, _ kl $ B AUTOMOBILE LIABILITY 8102G365581 9/1120i9-'-' 91112019 �I"� t *11 �MI p $1,OOD,0011 0 i"ItIA� WJ�) X ANY AUTO BODILY INJURY(Per person) $ OWNED 1L..SCHEDULED BODILY INJURY(Per accident) $ AUTOS ONLY AUTOS X HIRED X NON-OWNED �r�k6)�"k`i�1 V"15WA6�. $ „ �',I„ AUTOS ONLY AUTOS ONLY APO"X 1�'4P'S10,o'7 � $,, UMBRELLALIAB X OCCUR CUP7J748484 9/112018 9/112019 EACHOCCURRENCE $4000000 EXCESSLIAB CLAIMS-MADE AGGREGATE $4„OOD,OOP D. WORKERS AND EMPLOYERS'LI BILOITY Y l UB7J079308 1013/2018 t01312019 ,, „„, , '<'T DED RETENTION£ S ANYPROPRIETOR/PARTNER/EXECUTIVE � E EACH ACCIDENT $6K000 OFFICER/MEMBER EXCLUDED? N NIA """ w (Myyandatory in NH) _ IDESCR9 3a ulbS under OPERATIONS taalaw E-L DISEASE-POLICY LIMIT_ $S00,000 0 000 0 000 A Professional Liability E000002720505 11/2/2018 1112/2019 Per Claim 5,000,000 Claims Made Aggregate 5,000,000 '..Relro Date 11/212014 Deductible 250,000 li DESCRIPTION OF OPERATIONS Y LOCATIONS I VEHICLES(ACORO 101,Add1l000l Romarka Schedule,may bo attached If mare spaca is uaqurred) Cerlilicate holder is an additional insured with respect to genoral liability,auto liabilit ,and umbrella liability,Endorsonionts�avallobte upoi1 request,Waiver of Subrogatlon a lies to general tiabilit and wvorkers com onsation&employers Iiabirityw EXq�losiml,C00WSO&Under round hazard included in'CGL. ON•CALL PR �ESSI I AL ENGINLERING ERVICE,° AGREEMENT AND ALL TASK Vl/ORK OROEf S AUTHORIZED HEREUNDER 60-DAYS NOTICE OF CANCELLATION OR NON-RENEWAL PER ATTACHED FORM IH-03020508. (KCA PROJECT#1201316.00) CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN MONROE COUNTY-BOCC ACCORDANCE WITH THE POLICY PROVISIONS. ATTN: JUDITH S.CLARKE,PE,DIRECTOR OF ENG SVCS 1100 SIMONTON STREET,#216 AUTHORIZED REPRESENTATIVE KEY WEST FL 33040 �. ©1988-2015 ACORD CORPORATION. All rights reserved. ACORD 25(2016/03) The ACORD name and logo are registered marks of ACORD