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Home My WebLink About2005-104 T INDIAN RIVER COUNTY L 43r`' AVENUE ROADWAY AND DRAINAGE IMPROVEMENTS vD c AMENDMENT NO . 1 This is an Amendment to the existing Engineering Services Agreement (AGREEMENT) dated October 7 , 2003 between Carter Associates , Inc . ( ENGINEER) and Indian River County ( COUNTY) . This Amendment addresses changes in " Section I — Project Limits and Description ", " Section III - Scope of Services " , " Section IV Time for Completion" , " Section V - Compensation " , and " Section XVI Duration of Agreement . " SECTION I - PROJECT LIMITS AND DESCRIPTION Professional services are required to revise the plans previously produced by the ENGINEER ( dated March 2004 ) to reduce the 5 - lane section to a 3 - lane section from 8 `" Street to 16'x' Street with right turn lanes at 8 "i, 12 "', and 16"' Streets , to terminate the project at the existing 5 -lane pavement width south of SR -60 ( in the vicinity of the Cumberland Farms store) , to provide mast -arm signals at the 8 `", 12 ' x , and 16 °i Street/43r" Avenue intersections , and to delete the planned improvements on 44' x' Avenue . Services include incorporating these scope changes into the project plans and modifying the necessary permits . SECTION III - SCOPE OF SERVICES A . Specific Tasks Services to be provided by the ENGINEER for these proposed changes are more specifically described as follows : I . Roadway Geometry Revisions -- ENGINEER will revise the roadway plans to transition the pavement and striping to match the existing 43rd Avenue 5 - lane roadway width south of the S . R . 60 intersection . The previous design and details for 43 "' Avenue improvements through the SR60 intersection will be removed from the construction drawings . The new project limits will end where the new paving and striping transitions match the existing roadway . 2 . Typical Section Revisions ENGINEER will revise the typical pavement section from 8 ° to 16 ` ' Streets to eliminate the outside travel lanes in each direction . The conceptual ( 30% design ) drawings will include single eleven - foot wide travel lanes , three - foot wide paved shoulders , and the twelve-foot center multi -use left -turn lane . The six -foot wide sidewalks will remain on both sides , one -foot inside the limits of the typical 80 - foot ROW , and a grass strip will be provided between the sidewalks and the new backs of the curbs . 3 . 44 "' Avenue Revisions — ENGINEER will remove the 44 °i Avenue design and details from the construction drawings . The previously contracted scope of work associated with the 44 °i Avenue drainage improvements is hereby removed from the Engineering Services Agreement . 4 . Stormwater Management System Revisions The current stornnwater management ponds , pipes , and structures will be preserved as designed for the S - lane roadway . ENGINEER will add new concrete flumes , ditch bottom inlets , and pipes to convey the runoff from the revised 3 - lane roadway into the current system . The current curb inlet P -tops will be replaced with man - hole lids that Indian River County , Amendment No . 1 43 "d Avenue Roadway and Drainage Improvements will provide access to the drainage structures in the new configuration , and can be replaced with the P -tops in the future . ENGINEER will revise the stormwater management calculations to eliminate the drainage basins outside the new project limits , and will revise the stonnwater management report to properly describe the revised scope of the work . 5 . Cross-Sections — ENGINEER will revise cross - sections which are provided every 100 feet of the project length to reflect the proposed design changes . Cut and fill calculations will be revised based on the new typical sections . 6 . Signing and Marking — ENGINEER will revise signing and marking plans based on the County Traffic Engineer ' s "mark-ups" to reflect the proposed roadway changes . The County Traffic Engineer, Chris Mora , will sign and seal all revised drawings , as necessary . 7 . Signalization —ENGINEER will revise the signalization plans based on the County Traffic Engineer ' s "mark-ups" to provide mast -arm signals in lieu of the previously designed span -wire signals at the 8 "i, 12 "'. and 16 °' Street/43 `d Avenue intersections . The COUNTY shall be responsible for obtaining easements or rights-of-way to accommodate the mast arm foundations . Mast ann foundations shall be located to avoid conflict with existing and/or proposed utilities and drainage features . The County Traffic Engineer, Chris Mora , will sign and seal all revised drawings , as necessary . 8 . Landscaping — ENGINEER will revise landscape construction drawings to reflect the proposed changes . 9 . Construction Phasing / Maintenance of Traffic Plans ENGINEER will remove the construction phasing plans from the construction drawings and will provide general notes to describe the general requirements for the contractor ' s maintenance of traffic operations . The contractor will be required to submit construction phasing / maintenance of traffic plans to the COUNTY for approval . 10 . Sedimentation and Erosion Control Plans ENGINEER will provide sedimentation and erosion control plans , as required for NPDES permitting by the contractor. if . Computation Notes ENGINEER provide computation notes for quantities of major elements of the construction ( e . g . asphalt , base , sod , turn -outs ) from station to station to assist the COUNTY in verifying the contractor ' s applications for payment during the construction of the project . 12 . Public Meeting ENGINEER will attend a public meeting, to be arranged by the COUNTY , to assist the COUNTY in answering questions related to the proposed revised roadway layout . 13 . Revise Miscellaneous Drawings In addition to the drawing revisions already mentioned , ENGINEER will revise the following miscellaneous drawings , as required : a . Cover Sheet b . Horizontal Survey Control and Overall Profile Pagc 2 of 4 Indian River County , Amendment No . 1 43 "d Avenue Roadway and Drainage Improvements c . Drainage Basin Map d . Drainage Basin Data e . Summary of Quantities f. Summary of Drainage Structures g. Intersection Profiles h . Miscellaneous Details i . Cut and Fill Estimates 14 . Permitting — ENGINEER shall prepare and submit applications for permit modifications with the SJRWMD and the IRFWCD for construction of the proposed project . ENGINEER shall prepare the applications for signature by the COUNTY and shall provide the necessary exhibits , including permit sketches , construction drawings and calculations as required for the permit applications . The COUNTY shall provide application fees as required for the permit application submittals . The previously contracted scope of services associated with FDOT permitting is hereby removed from the Engineering Services Agreement . 15 . County Review/Submittals — ENGINEER will prepare and submit conceptual ( 30% design) , preliminary ( 60% design ) and final ( 100 % design ) design drawings to COUNTY for review and comment . In general , following each submittal , the COUNTY will provide review comments in writing to ENGINEER . ENGINEER will meet with the COUNTY to discuss the COUNTY ' S review comments (if required) and ENGINEER will provide written responses to the COUNTY ' S continents . ENGINEER will incorporate the COUNTY ' S review comments into the design drawings , where applicable . A . The conceptual drawings shall include revised typical sections and plan view of roadway layout including side streets , driveways , sidewalks and striping . B . The preliminary design drawings will include revised plan/profile sheets , cross - sections , signing and marking plans , signalization plans , and landscaping plans , along with revised miscellaneous sheets . SECTION IV - TIME FOR COMPLETION The time for completion of the conceptual ( 30% design ) drawings shall be six ( 6 ) weeks . After COUNTY review , the time for completion of the preliminary ( 60 % design) drawings , calculations , and permit applications shall be ten ( 10 ) weeks . After COUNTY review , the time for completion of the final ( 100 % design ) drawings , shall be six (6 ) weeks . After COUNTY review and receipt of permits , the time for completion of the bid documents ( drawings and specifications ) shall be six ( 6 ) weeks . SECTION V - COMPENSATION Fees for Amendment No . l professional services are $ 55 , 000 . 00 , lump sum . This fee when added to the original professional services fee of $ 232 , 000 . 00 results in a new total fee of $287 , 000 ,00 . SECTION XVI - DURATION OF AGREEMENT The AGREEMENT shall remain in full force and effect for a period of three ( 3 ) years after the date of execution of this Amendment or until completion of all project phases as specified by the Public Works Director, whichever occurs first , or unless othenvise terminated by mutual consent of the parties hereto or pursuant to Section X11 of the AGREEMENT . Pace 3 of 4 • Indian River County , Amendment No . 1 43 "d Avenue Roadway and Drainage Improvements The AGREEMENT is hereby amended as specifically set forth here in . All other sections of the AGREEMENT shall remain in full force and effect and are incorporated herein . This Amendment No . 1 to the AGREEMENT regardless of where executed, shall be governed by and construed by the laws of the State of Florida . IN WITNESS WHEREOF the parties have executed this Amendment this 29th day of March 2005 . CARTER ASSOCIATES , INC . INDIAN RIVER COUNTY , FLORIDA 17082 11T STREET BOARD OF COUNTY COMMISSIONERS VERO BE CH , FLORIDA 3296 By : ��? By : S' Dean F . Luethje , P . E . Thomas S . Lowther, Chairman Vice President Board of County Commissioners WITNESSED Approved by BCC 03 - 29 - 2005 By : Attest : Jeffrey K . Barton , Clerk of' q ctyii Court B a� Deputy Clerk = ' illiam G . Collins , II, County Attorney ` Approved as to Form and Legal Sufficiency S ' ' • . . • • • �t"rtb � � s• i J eph A . and, my Administrator Approved Date Administration 3 Budget 3 2! rj Legal /V Risk Management Public Works Capital Projects L Utilities Page 4 of 4 N : APSW \P\03 -93E \AmendmentNoI ( re v2 ) . doc