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Home My WebLink AboutItem C12COUNTY of MONROE The Florida Keys BOARD OF COUNTY COMMISSIONERS Mayor Michelle Lincoln, District 2 Mayor Pro Tem David Rice, District 4 Craig Cates, District 1 James K. Scholl, District 3 Holly Merrill Raschein, District 5 Regular Meeting March 11, 2026 Agenda Item Number: C12 26-0552 BULK ITEM: Yes DEPARTMENT: Project Management TIME APPROXIMATE: N/A STAFF CONTACT: Suzi Rubio AGENDA ITEM WORDING: Report of monthly change orders for the month of February 2026, reviewed by the County Administrator/Assistant County Administrator. ITEM BACKGROUND: There were three (3) change orders considered and approved by the County Administrator/Assistant Administrator for the period beginning 02/01/2026 and ending 02/28/2026 for a total of $60,642.00. There were no change order requests denied. PREVIOUS RELEVANT BOCC ACTION: On September 9, 1998, Ordinance No 027-1998 was adopted in order to provide that the County Administrator may approve separate, non -cumulative change orders for construction projects and professional service contracts in amounts not to exceed $50,000 (as amended by Ordinance No. 024- 2015), or 5% of the original contract price, whichever is greater. On April 19, 2023, Ordinance 005-2023 was adopted in order to provide that the County Administrator may approve separate, non -cumulative change orders for construction projects and professional service contracts in amounts not to exceed $100,000 or 5% of the original contract price, whichever is greater. The BOCC requested a monthly report of all change orders considered by the County Administrator. INSURANCE REQUIRED: No CONTRACT/AGREEMENT CHANGES: N/A STAFF RECOMMENDATION: N/A DOCUMENTATION: FINANCIAL IMPACT: N/A LU C ce LU Z Q V H V LU O a z O w U ce H Z U z O V LU O ce z O G LU V H LL LL O O H Z Q z M O V LU H m 0 LU w LU H z O V �o N O N 00 N N O N O N \ rl O N O G O N ce LU IL LU O LL _- �' L., E v ao� Q w v ro o c � v = Ln E ru Ln 0 �o Ti+ p rp p_ w O O U C N} N C O O) 00_ O O O- -E N N 6 C U C O E r_ Q ra O O P '� N 2 En C U x >Z7 u N .—' rn _0 N (V C N a) E m U O rn Z .L Q _a 6.0 a C W �E iE 3E W LY N N N a� M N T z O N N o 0 0 G V 0 z O C,: o ro w C rn E d N CC axi76 S n U) E Ln LU v 0 +n OU =O N C a .o +� sn z° ¢ � H o a Z o 0 o `n O o a O V T t U O o 0 _ L U U N H i L3 = Q) N O H U zE wY a V > a N ro d =_ Y Li a`) L _ o = o =' ro ( jLn h N U O N p E C = U O N O = N Q O' LL O GI O� O� N� E (D Y > O � a ru c '3 ra co m x � a AD) PROJECT TITLE: Pavement Preservation Project CHANGE ORDER NO: I INITIATION DATE, 1.29.216 CONTRACTOR: Pavement Technology, Inc, CONTRACT DATE: 11,12.25 The Contract Is changed as follows: The original Contract sum ........ ........ Net change by previouslyOrders......., authorized Change Orders. $560,663�,5�2 ...... The Contract sum prior to this Change Order was, ---- - .. ........ ........... ...... The Contract sum is increased by this change order 5 --$0 — ...... 663,52 ...... ......... ....... ....... The Revised Contract sum Including this Change Order................ - ........ The contract time wiII be increased by..... ..... —1560,663,52 ........ ... ...... ... ... ... ..... - ........ The Date of substantial completion as of the date of this Change Order is.. --- ...... � - - .33 days -------2/20/26 Change Order #1 time extensiion for 33 days is due to equipment issues, to compWte all construction activities, and to allow time for project closeout. The previous completion date was January 18th, 2026T1 new substantial completion date is February 20th, 2�026. The project commencement was November 11:9th, 2025, This Change order is (%0,001) of the original contract price, CDigitally signed by Judith Date Judith S. S. Clarke, P.E. ENGINEERING SERVICES DIRECTOR Clarke, P.E.I-0Date: 2026.02.03 08:49:29 ,,, Date Digitally signed by Christine Hurley Christine Hurley Date: 2026.02.03 12:50:42 -05'00' COUNTY ADMISTRATOR M MONROF COUNTY ATTORNEY APPROVT-ID AS in FORM N CHRISTINE LIMERT-" WS $R AS&SMM , eITORNEy DATE vm Change Order Attachment per Ordinance No. 005-2023 19 Change Order was not included in the original contract specifications, Yes El No E! if Yes, explanation: 10 Change Order was included in the original specifications. Yes 0 No E] If Yes, explanation of increase in price: 41 Change Order exceeds $100,000 or 5% of contract price (whichever is greater), Yes [I No [] If Yes, explanation as to why it is not subject for a calling for bids: 0 Project eng�neer/architect approves the change ordler, Yes Z' No IN Change Order is coirrecting an error or omission in design document, Yes E]No Z Should a claim under the applicable professional liability policy be made? Yes El No El Explain: /J U Ic ( i J 6 1 I�� a I 1111 f f } /;r (r P,�, J�; CONMCT CHANGE ORDER PROjECT I v 2 e w I( ;i Spalling Replairs TO CONTRACTOR: Kings, ,w P. i Box 500649 Florida I r - i i- The • w r, '�r "w 1 w " w. w� iden!�2gd in the Structural RepoPhotos 19012EH�IS p ;r 0104/06 °f D si p�,,ln . Date Kings Enterprises of the Keys, Inc. late / c Ar A&V IAr William DeSantis 9w° = °....... ..... ° William D s nti,s Date Facilities Development Digitally signed by Christine Christine Hurley Hurley Date: 2026.02.12 12:29:07-05'00' Christine Hurley late Change Order Attachment per Ordinance No. 005-2023 • Change Order was not included in the original contract specifications. Yes ® No ❑ If Yes, explanation: Additional spalling damage was identified in the Structural Repair Report which was not part of the original Scope of Work. This change order covers the spalling damage found in the stairwell (photo 11, photo 12, & photo 13 of the structural report). 0 Change Order was included in the original specifications. Yes ❑ No If Yes, explanation of increase in price: • Change Order exceeds $100,000 or 5% of contract price (whichever is greater). Yes ❑ No If Yes, explanation as to why it is not subject for a calling for bids: 0 Project architect approves the change order. Yes ® No ❑ If no, explanation of why: • Change Order is correcting an error or omission in design document. Yes ❑No Should a claim under the applicable professional liability policy be made? Yes ❑ No Explain: The King's Enterprises of the Keys, Inc. CBC059852 PO BOX 500849 MARATHON, FL 330500849 US +13055226567 kingsenterprisesoffice@gmail.com www.thekingsenterprises.com All''.DII:)11'1III SS Monroe County Florida Monroe County Department of Facilities and Project Management 1100 Simonton St Room 2-216 Key West, FL 33040 I"'1C"1011C"'�OSAII...# 11)All11liiiiii Xlll'"x1l1l:1AII1II0I4ICDAll11liiiiii 0O1 - 4039 01 /09/2026 01 /23/2026 11 XAIIIIii AOIiIIAIIIfA III ACII'&II II"1IflIOlN SIi N II lI w ""III0 Harvey Government Center Monroe County Florida 1200 Truman Ave Key West, FL 33040 ""CHANGE ORDER 1 FOR ADDITIONAL REPAIRS"' LABOR AND MATERIALS ARE INCLUDED IN THE FOLLOWING SCOPE OF WORK: This change order reflects the specifications referenced in the original contract Labor/Mat Included REPAIR 1 - Photo 13, Stairwell Wall Level 1 Column 2.5ft x 5ft 5 LF repair Labor/Mat Included REPAIR 2 - Photo 12, Stairwell Floor 2ft x 5ft slab Labor/Mat Included REPAIR 3 - Photo 11, Stairwell Floor 3ft x 5ft slab NOTE: --Only the work noted above is included in proposed scope and price PLEASE SIGN BELOW AS ACCEPTANCE OF TERMS AND CONDITIONS: SUBTOTAL --All Agreements are contingent upon strikes, subcontractors, accidents, weather, or any delays beyond our control. TAX --Any other work is invoiced at $75.00 per man hour with materials / TOTAL subcontractors invoiced at cost plus 20% contractor overhead. --Deposits and/or progress payments may be requested. Deposits are applied to final invoice. Invoices are due upon receipt. --A convenience fee of 3% will be added to all credit/debit card transactions. --Overdue accounts will be subject to 18% annual interest and any legal fees incurred for collection. CONTACTS: Nick Wielander 305-522-6567, Barbra Brettman, Office: 305-360-4730 Accepted By Accepted Date Proposal O If X 111 lE AIIA UN If 0.00 0.00 0.00 0.00 1 5,500.00 5,500.00 1 2,250.00 2,250.00 1 3,375.00 3,375.00 11,125.00 0.00 $117125.00 Harvey Government Building Reinforced Concrete Spalling Structural Observation Report Photo no. 11 Potential Grade C Spalling— Cracks and Stairwell Floor shallow flaking of concrete surface. Photo no. 12 Potential Grade C Spalling—Cracks and Stairwell Floor shallow flaking of concrete surface. July 28th 2025 RM 9 II agce;w Harvey Government Building Reinforced Concrete Spalling Structural Observation Report Photo no. 13 Grade A Spalling — Cracks and Stairwell Wall delamination in concrete surface with Level 1 hollow areas that expose rebar once removed. Hole drilled into wall indicates potential water intrusion. Color of water stain indicates possible steel corrosion. Photo no. 14 Appears to be cosmetic — Small cracks it ' ell Wall in concrete surface likely due to Leve shrinkage or vibrations. July 28th 2025 RM 10 II ar';ce; MONROE COUNTY/ENGINEagNG/PROTECP MANAGEMENT CONTRACP CHANGE ORDER PROJECT TITLE: Twin Lakes Flood Mitigation Project TO CONTRACTOR: Ferreira Construction Co. Inc. The Contract is revised as follows: CHANGE ORDER NO: 7 INITIATION DATE: 1/23/26 CONTRACT DATE: 5/15124 Total original combined Monroe County and FKAA contract $21,734,258.71 Previously authorized Change Order 1 MC items increase to contract $171,600.00 Previously authorized Change Order 2 FKAA deduction to contract $1,359,605.00 Previously authorized Change Order 3 Monroe County increase to contract $59,818.12 Previously authorized Change Order 4 clerical error correction from CO3 No change Previously authorized Change Order 5 Monroe County increase to contract $33,222.88 Previously authorized Change Order 6 Monroe County increase to contract $33,931.38 Revised Contract Sum through Change Order 6 $20,673,226.09 This Change Order 7 Monroe County revisions result in increase to contract. $49,517.00 Revised Total Contract amount includes Monroe County and FKAA $1,466,695 $20,722,743.09 Pursuant to contract article 7.2.2, the cost or credit to the owner resulting from a change in the Work shall be determined in one or more of the following methods: 7.2.2.1. Mutual acceptance of lump sum properly itemized and supported by sufficient substantiating data to permit evaluation. 7.2.2.2. Bid unit prices stated in the Contract Documents or subsequently agreed upon. 7.2.2.3. Cost to be determined in a manner agreed upon by the parties and a mutually acceptable fixed or percentage fee. This Change Order 7 includes 5 contract revisions: 1. The original contract substantial completion (660 calendar days) from the project commencement on 7.15.24, is 5.5.26. Change order number 3 added 11 days (671 calendar days) changing the substantial completion date to 5.16.26. Change order number 4 added 3 days (674 calendar days) changing the substantial completion date to 5.19.26. Change order number 6 added 8 days (682 calendar days) changing the substantial completion date to 5.27.26. This change order number 7 adds 20 weather days for 9.25.25 (1 day), 9.26.25 (1 day), 9.29.25 (1 day), 10.8.25 (1 day), 10.9.25 (1 day), 10.10.25 (1 day), 10.15.25 (1 day), 10.16.25 (1 day), 10.17.25 (1 day), 10.18.25 (1 day), 10.20.25 (1 day), 10.22.25 (1 day), 10.23.25 (1 day), 10.27.25 (1 day), 10.28.25 (1 day), 10.29.25 (1 day), 10.30.25 (1 day), 10.31.25 (1 day), 11.3.25 (1 day), 11.4.25 (1 day), (702 calendar days) changing the substantial completion date to 6.16.26. 2. Increase the quantity of bid item no. 530-74, Bedding Stone (#57 Stone) from 35 tons to 835.25 tons to account for proposed bedding stone placement at swales and driveways, and add quantities for behind the new concrete barrier wall. 3. All costs associated with the relocation of drainage structure S-1 from sta. 11+38, Rt. to sta. 12+25, Rt. on Shaw Dr. in accordance with Plan Revision No. 13. 4. Increase the quantity of bid item no. 430-174-124, Pipe Culvert, Optional Material Round, 24" SD from 4,088 LF to 4,150 LF. 5. Decrease the quantity of bid item no. 430-174-115, Pipe Culvert, Optional Material Round, 15" SD from 450 LF to 350 LF. This Change Order No. 7 is a net increase of $49,517.00 and represents 0.230 % increase (less than 1 %) to the original contract price. Contractor agrees to accept the increase in monetary compensation and hereby waives and releases any and all claims for any additional compensation related to these bid items. The FKAA (if applicable), Engineer of Record - FOR (WSP USA, Inc) and the Construction Engineering and Inspection Services - CEI (HDR Construction Control Corp.) concur with this change order. Im 1 Digitally1, ; A � �k ; +; signed y Christine Christine Hurley Hurley COUNTY ADMINISTRATOR..... ...... ..... .Date:2026.02.19 Date ffrd� FKAA not applicable : "' 1111 1111 . I—— _ __ I David Hackworth, Director of Engineering Date Change Order Attachment per Ordinance No. 004-1999 0 Change Order was not included in the original contract specifications. Yes ® No ❑ If yes, explanation: 1. Twenty (20) weather days are added for the period from September 25, 2025 through November 4, 2025, inclusive, due to adverse weather impacts resulting from unusually high king tides. 2. For bid item no. 530-74, Bedding Stone (#57 Stone), it was discovered that although the Summary of Quantities in the plans listed 35 tons for the pump station and 770.25 tons for the roadway, the 770.25 tons was inadvertently omitted from the bid tab as part of addendum number 5 during the bidding phase. Such 770.25 tons were intended for the swales and driveways and therefore are added back into the contract. An additional 30 tons are also added for the length of the new concrete barrier wall at 2' width. This additional quantity is needed as a permanent erosion control measure behind the new wall. A total of 800.25 tons are added to the original bid quantity. **Bid item no. 530-74, Bedding Stone (#57 Stone): increase quantity, 800.25 tons @ $68.00/ton = $54,417.00 3. After drainage structure S-1 was installed at the originally proposed location, the Contractor pre -trenched for the proposed 15" drainage pipe to the north and found that the existing water main was further to the east, in the swale area and not within the existing pavement as shown on the plans. Therefore, the proposed 15" drainage pipe was in conflict and drainage structure S-1 was shifted north approx. 87' as noted on plan revision #13. **negotiated to $9,000.00, 1 LS 4. As a result of several drainage revisions made by the EOR, the quantity of Pipe Culvert, Optional Material Round, 24" SD increased for the project. For example, on Adams Drive, a new run between drainage structure S-32 and S-33B added an additional 27 LF of pipe. Additionally, the 24-inch pipe runs from drainage structure S-46 to S-47 and from S-49 to S-50 on Adams Drive were not labeled in the plans as 24-inch and appears not to have been quantified in the bid tabulation. **Bid item no. 430-174-124, Pipe Culvert, Optional Material Round, 24" SD: increase quantity, 62 LF @ $550.00/LF = $34,100.00 As a result of several drainage revisions made by the FOR (plan revision no. 13, etc.), the proposed structure S- 01 was shifted to the north approx. 87' and therefore approx. 87' of the 15" pipe was no longer required in this area. Other estimated 15" pipe drainage runs were averaged at 13' below the proposed quantity; thus a net decrease of 100'. **Bid item no. 430-174-115, Pipe Culvert, Optional Material Round, 15" SD: decrease quantity, 100 LF @ $480.00/LF = ($48,000.00) 0 Change Order was included in the original specifications. Yes ❑ No If yes, explanation of increase in price: N/A • Change Order exceeds $25,000 or 5% of contract price (whichever is greater). Yes ❑ No If yes, explanation as to why it is not subject for a calling for bids: This Change Order is a net increase of 49,517.00 and represents 0.230 % increase (less than 1 %) to the original contract price. 0 Project engineer/architect approves the change order. Yes ® No ❑ If No, explanation of why: N/A 0 Change Order is correcting an error or omission in design document. Yes ❑No 0 Should a claim under the applicable professional liability policy be made? Yes ❑ No Explain: N/A CHANGE ORDER NO. 7 BACKUP ITEMS 1. ADDITIONAL WEATHER DAYS 2. INCREASE IN PAY ITEM NO. 530-74, NO. 57 BEDDING STONE 3. S-1 DRAINAGE STRUCTURE RELOCATION COSTS 4. INCREASE IN PAY ITEM NO. 430-174-124; 24-INCH SD PIPE CULVERT, OPTIONAL MATERIAL ROUND 5. DECREASE IN PAY ITEM NO. 430-174-115; 15-INCH SD PIPE CULVERT, OPTIONAL MATERIAL ROUND 1.0 -ADDITIONAL WEATHER DAYS 1 0,,,. AiE)r): i,,,riic ii AI WEA,,,iriHiie IDAYS . .....I irn .ii.11.......1 :.qL(:;�stliin ......1 .ii.l ...........1 'ii..:.....IC; mll y, /r1 f 'D25 From: Andres Perez<APerez@ferreiraconstruction.com> Sent: Wednesday, December 10, 2025 3:55 PM To: Romano, David Cc: Joel Hitchman Subject: FCC4473 Twin Lakes - granted days for delay due to King tide David, Now that we have passed the last king/high tide event —which, fortunately, did not impact our operations —we would like to formally request weather days for the delays caused by the king/high tide conditions. As you are aware, we have consistently documented the delays caused by the king tides that prevented us from performing critical activities, including grading and paving in Zone VII on Shaw Dr, as well as drainage installation in Zone IV on Shaw Dr. These delays occurred from 9/22/25 through 11/5/25. Accordingly, we respectfully request that the 44 days be granted as weather days. Please let me know if you have any questions. Thankyou, Protect Manager M 305.506.7028 H P 305.805.6900 Ext. 690 6101 NW 74"' Ave. Miami, FL 33166 FerreiraConstruction.corn ;i 11 "irig 1I'irt I il�,,dl'I Ixi l,; DISCLAIMER: This e-mail may contain information that is confidential, privileged or otherwise protected from disclosure. If you are not an intended recipient of this e-mail, do not duplicate or redistribute it by any means. Please delete it and any attachments and notify the sender that you have received it in error. Unintended recipients are prohibited from taking action on the basis of information in this e-mail. E-mail messages may contain computer viruses or other defects, may not be accurately replicated on other systems, or 1 0 AID ID 1I PI N.II...... W I A n IHI I IR IDAY �FCC Email dated / /2025 01 eir tin affected Ila liar ""lC lids From: Andres Perez <APerez@ferreiraconstruction.com> Sent: Friday, September 26, 2025 1:31 PM To: Romano, David; Sabbag, Anthony A. Cc: Sergio Lacayo; Joel Hitchman Subject: FCC4473 Twin Lakes - Operations affected by King/high tide David, As discussed, our drainage installation operations have been significantly impacted by the king/high tides. We are currently working on the crossings from S-12 to S-13, S-14 to S-15, and S-16 to S-17. However, excessive groundwater in the trench has made progress extremely difficult. Despite operating our dewatering system at full capacity, we have only been able to lower the water level by approximately 9 inches. A major challenge is the existing sewer line that intersects all three proposed drainage crossings. Due to the high groundwater levels, we have been unable to properly locate and expose this line. According to NOAA tide predictions, lower tides are expected between September 26 and October 3. We will attempt installation again during this period, starting on Monday. If conditions do not allow us to reach the necessary elevation, we will abandon the area and redirect crews to install the pipe run from S-1 to S-2 instead. This situation will inevitably impact our overall schedule, delaying drainage, barrier wall installation, and road reconstruction. Therefore, we respectfully request consideration for weather -related days due to the impacts of king/high tides. So far, we are requesting weather days for 9/22, 9/23, 9/24, 9/25, and 9/26. Thankyou, Pro je c t .Manarger M 305.506.7028 // P 305.805.6900 Ext. 690 6101 NW 74"n Ave. Miami, FI._ 33166 Ferre'iiraConstruacLion.corn ild l lf�l rl r; i If�' tj t1j 1, e /l "1 `'I1i�' 1 0.,. AD[ II ,,,II,,,, II K. AN I AIDAYS f :Q Q CE mali.1 dialed 11 0.1512 02 .... I it "eg1 de.11.ay dueto Kiina Ilik From: Andres Perez <APerez@ferreiraconstruction.com> Sent: Monday, October 6, 2025 10:19 AM To: Romano, David; Sabbag, Anthony A. Cc: Joel Hitchman; Sergio Lacayo Subject: FCC4473 Twin Lakes - Project delay due to king tide Attachments: 10-6-24 6Jpg; 10-6-24 5.jpg; 10-6-2.4 4.jpg; 10-6-2.4 3.jpg; 10-6-2.4 2..jpg; 10-6-24.1Jpg Good morning David, As you know, we have not been able to begin the drainage work in Zone IV of the MOT on Shaw Drive, which is the final section needed to complete the drainage scope. This activity lies on the project's critical path since it also includes the barrier wall installation, road reconstruction, and related work. Also, we have rescheduled our paving subcontractor for the paving of Adams Dr as, again, the king tide has the road flooded. Today, the site was found flooded with approximately 2 feet of water (see pictures attached), making it impossible to proceed. Given the conditions and the forecasted high tides for the remainder of the week, we kindly request weather days for today and any other day we get impacted. We will continue to monitor the situation closely. Thankyou, f'rT iTI-KY0 Project.Mass er M 305.506.7028 H P 305.805.6900 Ext. 690 6101 NW 74,, Ave. Miami, FL 33166 FerreiraConstructioon.com DISCLAIMER: This e-mail may contain information that is confidential, privileged or otherwise protected from disclosure. If you are not an intended recipient of this e-mail, do not duplicate or redistribute it by any means. Please delete it and any attachments and notify the sender that you have received it in error. Unintended recipients are prohibited from taking action on the basis of information in this e-mail. E-mail messages may contain All I[.'lil 1FI NA! WEA Ir I IR IC:MY ACC Email d f(:;"d 1 /1 /20 ,,,. 1F=Iir lie f dell v due to IKina ...I...lid From: Andres Perez <APerez@ferreiraconstruction.com> Sent: Friday, October 10, 2025 11:29 AM To: Romano, David; Sabbag, Anthony A. Cc: Joel Hitchman; Sergio Lacayo; Kathleen Hernandez Subject: RE: FCC4473 Twin Lakes - Project delay due to king tide Attachments: 10-10-2.5 Twin Lakes 2.jpg; 10-10-2.5 Twin Lakes 3.jpg; 10-10-2.5 Twin Lakes 4.jpg; 10-10-2.5'Twin Lakes 5.jpg; 10-10-2.5'Twin Lakes 6.jpg; 10-10- 25'ITmr'in Lakes 7.jlpg; 10-10-25'ITwin Lakes 1JIpg David, For documentation purposes, we want to keep this email chain to record the delays caused by the king/high tide and rain. Today, not only the operations in our critical path were affected but all our operations got canceled due to the site flooding resulting from heavy rain and king/high tide. Please see attached photos for reference. Thankyou, ProJ ct Manager M 305.506.7028 // P 305.805.6900 Ext. 690 6101 NW 74th Ave.. Miami, IF I._ 33166 FerreiiraCoristiructiorixor'in BSuJI 1"II'1J; i u' i'!Ii'il� "!/" iIh 1:11I(J('> From: Andres Perez Sent: Monday, October 6, 2025 10:19 AM To: Romano, David <David.Romano@hdrinc.com>; Sabbag, Anthony A. <Anthony.Sabbag@hdrinc.com> Cc: Joel Hitchman<JHitch man@ferreiraconstruction.com>; Sergio Lacayo <SLacayo @ferreiraconstruction. com> Subject: FCC4473 Twin Lakes - Project delay due to king tide Good morning David, As you know, we have not been able to begin the drainage work in Zone IV of the MOT on Shaw Drive, which is the final section needed to complete the drainage scope. This activity lies on the project's critical path since it also includes the barrier wall installation, road reconstruction, and related work. Also, we have rescheduled our paving subcontractor for the paving of Adams Dr as, again, the king tide has the road flooded. Today, the site was found flooded with approximately 2 feet of water (see pictures attached), making it impossible to proceed. Given the conditions and the forecasted high tides for the remainder of the week, we kindly request weather days for today and any other day we get impacted. We will continue to monitor the situation closely. Thankyou, Project.Manager, M 305.506.7028 H P 305.805.6900 Ext. 690 6101 NW 74"' Ave. Miami, i=L 33166 FerreiraConstructionxorm iirllr 11"i1; i1'C, I JtJir(1',/i1 1 P'irirk DISCLAIMER: This e-mail may contain information that is confidential, privileged or otherwise protected from disclosure. If you are not an intended recipient of this e-mail, do not duplicate or redistribute it by any means. Please delete it and any attachments and notify the sender that you have received it in error. Unintended recipients are prohibited from taking action on the basis of information in this e-mail. E-mail messages may contain computer viruses or other defects, may not be accurately replicated on other systems, or may be intercepted, deleted or interfered with without the knowledge of the sender or the intended recipient. By using email to communicate, you are accepting the risks associated with e-mail messages. Our organization reserves the right, to the extent and under circumstances permitted by applicable law, to retain, monitor and intercept e-mail messages to and from its systems. IIIlii cIIIIa'iliiiiiieir . F e a ur' c:nr�urr a't a a:a in cc.n ur' taailinaaci lin this rc: nnumauinlicaa�iaion tirourn tlhoaa se ncienr'os coin�tlia:Ven�tliaall. It !is iirn�t nded sollelly Moir use Ilby the ra: dilF'uent aarnat oii.11heir- a authorized oriized to rr.celive ii�t,, ff you anre not the recillp lient, you afire Ilheirellby rnotffiied that rmui°ny cioana„Ilosu ire, a:°olpyornq, d stirollbuurtloiin oir taallklinig aacdon in a ellaa�tucnn of tlhnaa contents of this un�tcnirrna:rtio n !is cc�tiric:tlly Iinr�nnlhilblited aand rnany The uaunllaann Rill. rla eraaii Ina, rcan scanned tcr viruses ard°nallware, and Yrayhave been aa�torna�tiicalllly au-clhlivedll by i4i ecast it'd, air) illrnlncvaa't4alrIllrn a' ntl.:0't'tnvaaue as an a,eliiwllce (SaaaraS) 'for .au..islillness. Pirovidllling as v"cafeii- aalnrll IV1pa�.�lr�,. Wusefu i :nianraa'tn:nlr you it auuurnanaun geinvuaated daataa al11pecianllizling liiru„ "=,e uau°li�ty„ airdh liviiinrg . I C11hiick IhNc�nrc�r. a�n a°n ct c:�ca r�a�n � II li a�n u�u c:a'^.. Inca 'ili u��n a:N out �t: u�a n cr ira� 1, ,,,. IE: IE: Ii rIGNAI..... E::.::.::A IF! UER DAYS QQ I E.m (Ja ed 011 3.1 2 0 ,,,. I Irc�"eel dells duel I Iilna:...l...lide, From: Andres Perez <APerez@ferreiraconstruction.com> Sent: Monday, October 13, 2025 11:22 AM To: Romano, David; Sabbag, Anthony A. Cc: Joel Hitchman; Sergio Lacayo; Kathleen Hernandez Subject: RE: FCC4473 Twin Lakes - Project delay due to king tide Attachments: 10-13-2.5 Twin Lakes 2.jpg; 10-1.3-2.5 Twin Lakes 3.jpg; 10-1.3-2.5 'Twin Lakes 4.jpg; 1.0-1.3-2.5'Twin Lakes 5.jpg; 1.0-1.3-2.5'Twin Lakes 6.jpg; 10-1.3- 25 Tmr'in Lakes 1.,J12g Good morning David, Please see attached photos from this morning. Unfortunately, the tide is still very high, and the conditions made it impossible to proceed with the scheduled work activities. Despite our efforts to dewater and resume operations, the site remains inaccessible for construction. During this time, several pieces of equipment have been placed on stand-by, which continues to generate daily costs for us. We are tracking these costs and will provide a detailed summary for the County's review. At this time, we want to ensure that the County is aware of the situation and the financial impact these unavoidable conditions are creating. Please let us know if the County requires any specific documentation or format for submitting these additional cost records. Thank you for your attention to this matter. We will continue to keep you informed as site conditions evolve. Regards, project . anaa7er M 305.506.7028 H P 305.805.6900 Ext. 690 6101 NW 74t" Ave. Miami, FL 33166 FerreiraConstruction.co m sulld4 1,1i; 11'1n= I �),11II (:? i t,I I:,i..ido From: Andres Perez Sent: Friday, October 10, 2025 11:29 AM To: Romano, David <David.Romano@hdrinc.com>; Sabbag, Anthony A. <Anthony.Sabbag@hdrinc.com> Cc: Joel Hitchman<1Hitch man @ferreiraconstruction.com>; Sergio Lacayo <SLacayo@ferreiraconstruction.com>; Kathleen Hernandez <KHernandez@ferreiraconstruction.com> Subject: RE: FCC4473 Twin Lakes - Project delay due to king tide David, For documentation purposes, we want to keep this email chain to record the delays caused by the king/high tide and rain. Today, not only the operations in our critical path were affected but all our operations got canceled due to the site flooding resulting from heavy rain and king/high tide. Please see attached photos for reference. Thankyou, F.1;T13�w0i . Project . ana.ger M 305.506.7028 // P 305.805.6900 Ext. 690 6101 NW 74"' Ave. Miami, FL 33166 FerreiraConstruction.cern ;, From: Andres Perez Sent: Monday, October 6, 2025 10:19 AM To: Romano, David Sabbag, Anthony A.<Au°�tl:ll::ru°:.mllll�::iriiirn:.;�un> Cc: Joel Hitchman Sergio Lacayo <SLaca o(@f'eirireli> Subject: FCC4473 Twin Lakes - Project delay due to king tide Good morning David, As you know, we have not been able to begin the drainage work in Zone IV of the MOT on Shaw Drive, which is the final section needed to complete the drainage scope. This activity lies on the project's critical path since it also includes the barrier wall installation, road reconstruction, and related work. Also, we have rescheduled our paving subcontractor for the paving of Adams Dr as, again, the king tide has the road flooded. Today, the site was found flooded with approximately 2 feet of water (see pictures attached), making it impossible to proceed. Given the conditions and the forecasted high tides for the remainder of the week, we kindly request weather days for today and any other day we get impacted. We will continue to monitor the situation closely. Thankyou, M 305.506.7028 H P 305.805.6900 Ext. 690 6101 NW 741h Ave.. Miaii IFL. 33166 Perm`IraConS'truction.i;om DISCLAIMER: This e-mail may contain information that is confidential, privileged or otherwise protected from disclosure. If you are not an intended recipient of this e-mail, do not duplicate or redistribute it by any means. Please delete it and any attachments and notify the sender that you have received it in error. Unintended recipients are prohibited from taking action on the basis of information in this e-mail. E-mail messages may contain computer viruses or other defects, may not be accurately replicated on other systems, or may be intercepted, deleted or interfered with without the knowledge of the sender or the intended recipient. By using email to communicate, you are accepting the risks associated with e-mail messages. Our organization reserves the right, to the extent and under circumstances permitted by applicable law, to retain, monitor and intercept e-mail messages to and from its systems. .IF11he uirn� aauirrrnaa�tua:airn caain� tanliirned lirn tIhniis a.aairiruur-oaQiirnlia:aa'tlirarn Froirn the sairnafeiris coin 'fliahle n'f iall. It lira lirn'tei nded sollelly 'F au. use Ihay the raaQiilpoernt and ra�fl.11rers au.arlah aulized to iiec .lve lit,, [f you aim snot t1he reciipliern�t, you aare Ilieiraalhay rnaa�ffiled that ainy (fii.ar.°Ilosuiiu.e" a;olpyhng, afiistii iilhsuartiiaarn rarr talkiirug aaaHoin in rellan'bio n of the coin'te n'ts of this iirn�f'anr�irnaa�tiia:arn !is s�tr�iictIly Ipirolrniilrnii�ted anrnaf may be uainllawfu.ull. scanned nu��n��d Maurvilruuses ariduirnu:alla^,rp�.nire, aindll nay have Ilba^ein aau.u�toirr� atlicanlllly p:nu�¢:Ihnlinred II:°)y Ii4limuecast � li�.a a".irnoaaV has been Rtd, aun uunirnraaata:aur in "srrftaaraue as a "5(.uvlica�: ana S 'fear' Ihaaaa>lirna.sa. a IPr'oviidlg ^o iu a af rnah r a�aoar uwsef IV Ip1lace'for' youri r aim+� uirn ��e uau' �y„ g a!arny coi roll°'sllllr:arnce. to FIlundll a�ru.arf: rrnOIF .C11-11.a lk Ih�Nr, ire. Ihnu,au'n°'naaun ,� uu°'nairaal:aua,Jl data. ':II'na:,c.uQallr�lira� „ �� . a'ars.11°nllvllu°'n, 1 0 ADDII 11 II II" All......WEA 11 HER IC)AY I::::: IEim ill dated 1 /1 /2 it t d 11 d�� t I liir� 1C lids, From: Andres Perez <APerez@ferreiraconstruction.com> Sent: Thursday, October 16, 2025 8:54 AM To: Romano, David; Sabbag, Anthony A. Cc: Joel Hitchman; Sergio Lacayo; Kathleen Hernandez Subject: RE: FCC4473 Twin Lakes - Project delay due to king tide Attachments: 10-14-2.5 Twin Lakes 1.jpg; 10-14-2.5 Twin Lakes 2.jpg; 10-14-2.5 'Twin Lakes .3.jpg; 10-14-2.5 Twun Lakes 4.jpg; 10-14-2.5 'Twin Lakes 5.jpg; 10-15- 25'Tw'in Lakes 1.jlpg; 10-15-25'Twin Lakes 2.ilpg; 10-15-25'Twin Lakes 3JIpg; 10-15-25 Twin Lakes 4.ipg; 1.0-15-25 Twin Lakes 5.,ipg; 1.0-16-25 'Twiin Lakes 1..ilpg; 1.0-16-25'Twin Lakes 2JIpg; 1.0-16-2.5'Twin Lakes 3..ilpg; 1.0-1.6- 25 'Tw'in Lakes 4.ipg; 10-16-25 Twin Lakes 5.,i1pg Importance: High Good morning David, As discussed, we are still getting impacted by the Icing/high tide which is keeping the project site flooded. See attached pictures from 10/14/25, 10/15/25, and today 10/16/25. Despite our efforts to turn on the pumps on attempt to dewater, the site remains inaccessible for construction. As previously mentioned, several pieces of equipment remain on standby, awaiting an opportunity to resume worl<. However, due to the persistent flooding conditions, we have been unable to proceed. At this point, we need to determine whether to keep the equipment on -site or to demobilize and return once the king/high tide conditions have subsided. The current king/high tide schedule is as follows (Based on Monroe County web site): • Sept. 6-12 (Full Moon) • Sept. 19-25 (New Moon) • Oct. 3-25 (Full and New Moon) • Nov. 1-10 (Full Moon) • Nov. 18-20 (New Moon) • Dec. 2-7 (Full Moon) Both options below have associated costs, and we request direction from the County on how to proceed: Option 1: Keep the equipment on -site on stand-by and the county will pay a daily rate for all the equipment. Option 2: De -mobilize all the equipment now and mobilize back when the king/High conditions are over (Second week of December based on the schedule above). This would include costs for disassembly, transportation, and reassembly. Currently, the equipment on -site includes: • Leeboy 685D Motor Grader • Caterpillar 938M Wheel Loader • Drum Roller BW211 D-40 • Dewatering Equipment o (1) HP Hydraulic Hose o (1) HP Hydraulic Hose o (1) Hydraulic Drive Unit o (1) BAUER Screen Small Hole o (1) HYD Sub HTC Series o (4) BLK Rigid BAUER o (2) 8" Flange X 6" Female BAUER o (1) 8" Flange X 8" Male BAUER o (8) 8" Layf[at Houses X 50' o (2) CT006DSSP 8" PRIMERITE Pumps o (2) 21,000 Ga Sediment Tank-FMS0519009 -28637 Please provide directions on how to proceed. Thankyou, Project. anager M 305.506.7028 // P 305.805.6900 Ext. 690 6101 NW 74th Ave. Miami, I L 33166 Ferree raConstiruction.com l From: Andres Perez Sent: Monday, October 13, 2025 11:22 AM To: 'Romano, David' <David.Romano@hdrinc.com>; 'Sabbag, Anthony A.' <Anthony.Sabbag@hdrinc.com> Cc: Joel Hitchman<JHitch man@ferreiraconstruction.com>; Sergio Lacayo <SLacayo@ferreiraconstruction.com>; Kathleen Hernandez<KHernandez@ferreiraconstruction.com> Subject: RE: FCC4473 Twin Lakes - Project delay due to king tide Good morning David, Please see attached photos from this morning. Unfortunately, the tide is still very high, and the conditions made it impossible to proceed with the scheduled work activities. Despite our efforts to dewater and resume operations, the site remains inaccessible for construction. During this time, several pieces of equipment have been placed on stand-by, which continues to generate daily costs for us. We are tracking these costs and will provide a detailed summary for the County's review. At this time, we want to ensure that the County is aware of the situation and the financial impact these unavoidable conditions are creating. Please let us know if the County requires any specific documentation or format for submitting these additional cost records. Thank you for your attention to this matter. We will continue to keep you informed as site conditions evolve. Regards, Project. a.na,q .r M 305.506.7028 // P 305.805.6900 Ext. 690 61.01. NW 74`" Ave. Miami, ICI._ 331.66 IFerre'iraConstru.acLlc ri.corri �Idl r 11"ire fh(r ut1 , e oj, fh f`I`Irk, From: Andres Perez Sent: Friday, October 10, 2025 11:29 AM To: Romano, David <Davi(J.Ro�'rnano d)heli--it%cm.r nine>; Sabbag, Anthony A. <Air�J:l�.!»: Ik Ik :.@I Airin�=> Cc: Joel Hitchman Sergio Lacayo Kathleen Hernandez<II<II-Ileu°nan(�JEnz'rerrefr:)cooistr:.nction.cc:nw:> Subject: RE: FCC4473 Twin Lakes - Project delay due to king tide David, For documentation purposes, we want to keep this email chain to record the delays caused by the king/high tide and rain. Today, not only the operations in our critical path were affected but all our operations got canceled due to the site flooding resulting from heavy rain and king/high tide. Please see attached photos for reference. Thankyou, Pro. ect .Massager M 305.506.7028 // P 305.805.6900 Ext. 690 6101 Yew 74Th Ave.. Miami, IF I._ 33166 Ferre'iraConstruction.corn BJli d I'l( Ilia �-) t U 'E,'/lil'i I'`I`Id � From: Andres Perez Sent: Monday, October 6, 2025 10:19 AM To: Romano, David Sabbag, Anthony A. < itlhon oSaIkAlb g(Q : Nu iiir« .a �. it««> Cc: Joel Hitchman Sergio Lacayo <SILa::avoto fEeu.u.eairacr ir�sltirrsr:tiou'i.cou'i°:> Subject: FCC4473 Twin Lakes - Project delay due to king tide Good morning David, As you know, we have not been able to begin the drainage work in Zone IV of the MOT on Shaw Drive, which is the final section needed to complete the drainage scope. This activity lies on the project's critical path since it also includes the barrier wall installation, road reconstruction, and related work. Also, we have rescheduled our paving subcontractor for the paving of Adams Dr as, again, the king tide has the road flooded. Today, the site was found flooded with approximately 2 feet of water (see pictures attached), making it impossible to proceed. Given the conditions and the forecasted high tides for the remainder of the week, we kindly request weather days for today and any other day we get impacted. We will continue to monitor the situation closely. Thankyou, ProJeet . anager M 305.506.7028 // P 305.805.6900 Ext. 690 6101 Yew 741h Ave.. Miairrni, IF I._ 33166 11-erreiraCoristruc: ,ion..corin 1 0 Alc:::Y Ii:::A 1FI OINAli...... I A PHER .1 IDAYS FCC I malill dated 10/29/2025 Pir liect dellav due to Kim] ..I..liide, From: Andres Perez <APerez@ferreiraconstruction.com> Sent: Wednesday, October 29, 2025 8:31 AM To: Romano, David Cc: Joel Hitchman; Sergio Lacayo; Kathleen Hernandez; Sabbag, Anthony A.; Montiel-Leonel Subject: RE: FCC4473 Twin Lakes - Project delay due to king tide Attachments: 10-2.2-2.5 1-win Lakes 01..jpg; 10-2.2.- 5 Twun Lakes 02Jpg; 1.0-2.2-2.5'1-win Lakes 03Jpg; 10-23-2.5 Twiin Lakes 01.jipg; 1.0-27-25 Twiin Lakes 01.Jpg; 10- 27-25'Twiin Lalkes02.jlpg; 1.0-27-25'Twin Lakes03Jpg; 10-27-25'Twiin Lakes 04Jpg; 10-28-25'Twiin Lakes 01.ipg; 10-28-25'Twiin Lakes 02.ipg; 10-2.8-25 Twin Lakes 03.jpg Importance: High Good morning David, We continue to experience significant impacts from the high tide conditions on the project. This week, not onlywere our drainage and paving activities on the north side of Shaw Drive affected, but also the drainage/WM off -set worl<scheduled for yesterday. As you are aware, in coordination with FKAA, we were prepared to perform the first WM off- set yesterday; however, the elevated groundwater levels made dewatering impossible. Despite forecasts indicating that king/high tide would subside by 10/25, the site remains flooded. In agreement with FKAA, it was decided to reschedule the WM off -set for next Tuesday, 11/4, with the hope that conditions will improve by then. At this point, we have no other activities that can be performed, as nearly the entire project area is affected by flooding. In addition, RFI #40, submitted on 10/22 and marked as urgent, has not yet received a response. It has also been over five weeks since we submitted the last revision regarding the wet well elevation change (RFI #24), and we have yet to receive feedback from the County. This is a potential operation we could move forward with, as it is less affected by the tide conditions. Currently, the only available work we can perform is the installation of approximately three drainage structures on the east side of Shaw Drive —an estimated three days of work. Once this is complete, the project will effectively reach a full shutdown. Please provide an update on the status of the following items: RFI #40 — Conflict with Sewer Line RFI #24 —Wet Well Elevation Change We are very concerned on the mayor delay this year's king/high tide season has caused to the project, so we are looking for the county to expedite the two items above which could open an opportunity for our crews to continue the work. Attached are some pictures of the past days showing the flooding conditions due to the tide. Thankyou, Prefect. anager M 305.506.7028 // P 305.805.6900 Ext. 690 6101 NW 74"' Ave. Miami, FL 33166 IFerreiraConstruction.cam ,1") ld 'i1; 11'ir: I ldi,Ia lilrk From: Romano, David <David.Romano@hdrinc.com> Sent: Friday, October 17, 2025 11:23 AM To: Andres Perez <APerez@ferreiraconstruction.com> Cc: Joel Hitchman<JHitch man @ferreiraconstruction.com>; Sergio Lacayo <SLacayo@ferreiraconstruction.com>; Kathleen Hernandez <KHernandez@ferreiraconstruction.com>; Sabbag, Anthony A. <anthony.sabbag@hdrinc.com>; Montiel-Leonel <montiel-leonel@monroecounty- fl.gov> Subject: RE: FCC4473 Twin Lakes - Project delay due to king tide Caution: This is an external email. Please be mindful when clicking links or opening attachments. Good morning Andres, We are in receipt of your below emails regarding delay impacts caused by the king/high tide on the scheduled work activities. Sections 8.3 and 6.2.7 of the Contract allow for extensions of time caused by delays due to adverse weather condition delays, not reasonably anticipated, as a no cost change order (non-compensable time extension). As discussed this morning, we will continue to monitor and track the number of days that the adverse weather conditions have affected the scheduled work activities. We ask that you continue to submit the same for our review and evaluation, on a weekly basis. Thanks, I)aVIIiu.I IIII' r urur1ui,1n, IIII':olllllllll 111) 786...264-3871 III7 305 525 4058 nditliurnc.coirri/UIIIow•..0 s From: Andres Perez < i'E':Irez@f(-!u~u~(-Bira(-oir:s'l:r�,ictioii,i.coir:> Sent: Monday, October 13, 2025 11:22 AM /�Ih��:lu lum:.:;rru°: >; Sabbag, Anthony A. < u°�tl:ll��rlrn ,Say % To: Romano David <l��r�dil�,.i�rrlr�r:�°�rnr��'� Cc: Joel Hitchman Sergio Lacayo <�3Lzi(. rr(iy)lrwlrlrr-�.liu�«'��c(:rrhst,r'ur�:t �� . �� li��rlr:.r�.��lrmr>; Kathleen Hernandez Subject: RE: FCC4473 Twin Lakes - Project delay due to king tide Good morning David, Please see attached photos from this morning. Unfortunately, the tide is still very high, and the conditions made it impossible to proceed with the scheduled work activities. Despite our efforts to dewater and resume operations, the site remains inaccessible for construction. During this time, several pieces of equipment have been placed on stand-by, which continues to generate daily costs for us. We are tracking these costs and will provide a detailed summary for the County's review. At this time, we want to ensure that the County is aware of the situation and the financial impact these unavoidable conditions are creating. Please let us know if the County requires any specific documentation or format for submitting these additional cost records. Thank you for your attention to this matter. We will continue to keep you informed as site conditions evolve. Regards, Project. anager M 305.506.7028 H P 305.805.6900 Ext. 690 6101 NW 70' Ave. Miami, FL 33166 Fei:-lrehra ( oiiistiru,jictac)ui,a,:OIITu 0 tUI W a t " I,iNrilr10; th(", 1 ,01a ')M h I'rlde From: Andres Perez Sent: Friday, October 10, 2025 11:29 AM To: Romano, David <l awns].Romano >; Sabbag, Anthony A. < Inrlmion w��:�lkaba � ��u:ilriluµu:::.c,om> Cc: Joel Hitchman <.IIHlitchrraaua �) ea'Irelraa¢ ora$atu°u(;tlaalamcorri>; Sergio Lacayo <2�...aca;a �, �.a � nrrn~"sm a°a. dw�S Y"tl .wt�r4.��;;tl loll w�"; � rn"1>; Kathleen Hernandez <,Nernaao°06°.�eZ (i)fE" rrE'r ll Y`a!ac,o0"istiructfo ", ,COTl> Subject: RE: FCC4473 Twin Lakes - Project delay due to king tide David, For documentation purposes, we want to keep this email chain to record the delays caused by the king/high tide and rain. Today, not only the operations in our critical path were affected but all our operations got canceled due to the site flooding resulting from heavy rain and king/high tide. Please see attached photos for reference. Thankyou, Praalea:P. ana er M 305.506.7028 // P 305.805.6900 Ext. 690 6101 NW 74th Ave. Miami, IF ..33166 F aau Ireh 4aCo nst uaa.i-ion.¢.ouma ` From: Andres Perez Sent: Monday, October 6, 2025 10:19 AM To: Romano, DavidSabbag, Anthony A. <Au°atl:l�aaalra .»aallallaaa mp��at�aalu illraa:..a:.aauan> Cc: Joel Hitchman <fl-Illta;llSergio Lacayo <a'.w La) (ar.1 �.. R.��'fe"rera"�a�';4.:ar'a"':ot,Y"u,J �::t �".a C"n.d:;��a "a"1�> Subject: FCC4473 Twin Lakes - Project delay due to king tide Good morning David, As you know, we have not been able to begin the drainage work in Zone IV of the MOT on Shaw Drive, which is the final section needed to complete the drainage scope. This activity lies on the project's critical path since it also includes the barrier wall installation, road reconstruction, and related work. Also, we have rescheduled our paving subcontractor for the paving of Adams Dr as, again, the king tide has the road flooded. Today, the site was found flooded with approximately 2 feet of water (see pictures attached), making it impossible to proceed. Given the conditions and the forecasted high tides for the remainder of the week, we kindly request weather days for today and any other day we get impacted. We will continue to monitor the situation closely. Thankyou, M 305.506.7028 // P 305.805.6900 Ext. 690 6101 NW 74 "' Ave. Miami, J1 33166 IFeu°'Irelrr.Coil"sW:lruict:iioiii (.oirnu fM 13�,Nd rid; lthc, Pride DISCLAIMER: This e-mail may contain information that is confidential, privileged or otherwise protected from disclosure. If you are not an intended recipient of this e-mail, do not duplicate or redistribute it by any means. Please delete it and any attachments and notify the sender that you have received it in error. Unintended recipients are prohibited from taking action on the basis of information in this e-mail. E-mail messages may contain computer viruses or other defects, may not be accurately replicated on other systems, or may be intercepted, deleted or interfered with without the knowledge of the sender or the intended recipient. By using email to communicate, you are accepting the risks associated with e-mail messages. Our organization reserves the right, to the extent and under circumstances permitted by applicable law, to retain, monitor and intercept e-mail messages to and from its systems. III lii sclll a'ili lui .y nr:a uur'salr�insa'au¢'rin cont alined hn this a snunumuniia asiaioin i'Irasir n the seindeir liss me..ull~n�fliairi711~n�tiiall. I !is lirn�ya�. nelled sasrllelly F011°Use Ikay+ the u eclil 'Deem: tandl o'i.lhei-s a aslri:Ilrorliredll to ra ceiis°e li�i:. H yoa.0 saran not the ureciill;alient, you rare Ih eirr;:.11ry umofflia.^ns.11 yllaa:7t any aaa.aloin lien Irellaa'ilio n ar'i''the a°a:urn'te n'ts� of this lirn'yralrrnnaa'boin lisp sti iia:;'�Ily llarrsllniillblidied ar'u.:s�a.°ra,n.ulrar, a�.°sale y" i urna: a:Il.a'�Ir'll:su�r�ussrn ssr'd"�n,uuo„aril and rnaany be, a.urallaaovvyn.ull. 1 II: I1. 11 11 IGNAI..... 1E 1C HER ICE IDAYS Ii to l irk JL.....IC'� Ise II:::::°: II li ire ..........al...... . Deviation From 2- Tlme Date Work Activities Planned Actual Work Activities Performed Week Loo Look -Ahead Impact Notes/Comments Two -Week Look Ahead Yes No (Days) 5-12 to 5-13 drainage cross)ag (15-Inch); Dral page cross! Ins 5-14, 5-16, Intl s-18 Dewaterl ng on Crane It, due to King Tide Flbadl ng; 9/2w2D25 Shaw Dr. Rtivry Red onstructi*nsta.21+71tosta.26+72(e,ca,ation); Shaw Dr. stablllouden (llmerock base)sta. 24+60 to sta. 28+60 RT X 0 add In anal pump added. No I grifica I devi atl a n from Swale grading Adams Dr. sts. 10+00 to sta. 27+00 Constructing swales at Adams Dr. LT Rdwy 2-week look ahead. S-12 to 5-13 drainage crossing (15-inch); Drainage crossing 5-12 to 5-13; Dewatering on Crane St. due to King Tide Flooding; 9/23/2D25 Shaw Dr. Rtivry Reconstruction sts.21+71to sta. 26,72(excavatidn; Shaw Dr. stabilization(llmerock base)sta. 24+60 to sts. 28+60 RT X 0 additional pump atltletl. No signified I as, Iti a n from Swale grading Adams Dr. sta. 10+00 to sts. 27+00 Constructing swales at Adams Dr. LT Rdwy 2-week look ahead. Complete 5-12 to 5-13 drainage crossing; Begin 5-14 to S-15 drainage crossing; Drainage crossing 5-12 to 5-13; Dewatering on Crane St. one to King Tide Flooding; 9/24/2D25 Shaw Dr. Rdwy Reconstruction sts.21+71to sts. 26,721.. atisn; Shaw Dr. stabilizanon(limerock base)Its. 24+60 to sty. 28+60 RT X 0 additional pump atltletl. No significant deviation from Swale grading Adams Dr. sts. 10+00 to sta. 27+00; Constructing swales at Adams Dr. LT Rdwy 2-week look ahead. Begia driveway harmonization Adams Dr. sta. 10+00 to sta. 27+00 Complete 5-14 to 5-15 drainage crossing; Dewatering on Crane St, due to I(Ing Tide Flooding; Shaw Dr. Rdvry Reconstruction sea.21+71e*sta. 26+72(e avaticri Drainage crossing S32 to 5-13; additional pump added. No significant deviation front 9/25/2025 Swale, rading Adams Dr. sts. 30+00 to sta. 27+00; Shaw Dr. stabilization(llmerock base)Its. 24+60 to sea. 28+60 RT X 1 2-week look ahead. However, avg. drainage crossing Continue driveway harmonization Adams Dr. sts. 10+00 to sta. 27,00 Constructing swales at Adams Dr. LT Rdwy during normal tides la 2 4 days for this protect. Begin 5-16 to S-17 drainage crossing; Shaw Dr. Rtivry Reconstruction sta.21+71to Its. 26+72(sta Oilization); Drainage crossing Sl2t*5-13; Dewatering on Crane St. due to King Tide Flooding; 9/26/2025 Sweregrading Adams Dr.sta.10+0(tosta.27+O0; Show Dr. Plabilizatmn(limerock 1.1)sta. 24+60 to sta. 28+60 RT X 1 atltlitional pumpatldetl. No significant deviation from in -stionfro Continue dnveway harmonization Adams Dr. sta. 10,11 to sta. 27+11; Constructing s,Vale, at Adams Dr. LT Rdwy 2-wePik aheadded. vier, avgcsint crossing Asphalt base paving at Adams Dr. It.. 10+61 to Pro. 14+35. during normal titles is 2A days far [his project. 9/27/2025 No Saturtlaywork planned on 2-week look ahead No work performed. X 0 9/2/2025 No Sundaywork planned on 2-week look ahead No work performed. X o Complete S-16 to 5-17 drainage crossing; Completed drainage crossing 5-12 to 5-13; Shaw Dr. Rdwy Reconstruction sto.21+71 to or,. 26+72(stabilization); Adams Dr.- Placing limerock and repairing stabilization ki 10+61 to Pk,. 5-16 to 5-17 not started unit the avg. damage 9/29/2D25 Swale grada Adams Dr. sta. 10+00 to P . 27+00; 14+36 X 1 Gros sing during normaltitles is 24 days forthis ding Continue tlavewayharmonization Adams Dr. to 10+00to to 27+00; Constructing swales at Adams Dr. LTRdwy project. Begin S1 to S2 pipe Installation; Shaw Dr. Rdvry Reconstruction sta.21+71tosta.26+72(stabilization); Completed drainage crossing 5-14 W 5-15; 9/30/2025 Swale graving Adams Dr, sto. 10+00 to sta. 27+00; Shaw Dr.- Placingllmerock RTRtlwy sta.24+60tosta. 28+60 X 0 S1to S-2 notstarted Continue driveway harm*nlzation Adams Dr. ad, 10+00 to sea. 27+00; Constructing swales at Adams Dr. LT Rdwy ue Sl to S Contin2 pipe installation; Shaw Dr. Rdvry Raconstructionsla.21+71tp,tP.26+72(stabldzation); Completed drainage crossing 5-16 to 5-17; 10/1/2025 Swale grading Adams Dr, to. 10+00 to sta. 27+00; Shaw Dr.- Placingllmerock RTRtlwy X 0 S1to S-2 notstarted Continuetlrlvewayharmonlzation Adams Dr. sta. 10+00to sta. 27+00; Constructingsevales at Adams Dr. LT Rtlwy Continue Sl to S-2pipe Installation; Shaw Dr. Rdvry Reconstruction sta.21+71tosta.26+72(stabilization); Shaw Dr.- Placingllmerock RTRtlwy, sta.24+60tosta. 28+50; 10/2/2025 Swale grading Adams Dr. sea. 10+00 to sta. 27+00; Constructing swales at Adams Dr. LT Rtivy X 0 S1to S-2 notstarted Continue driveway harmonization Adams Dr. at,. 10+00 to sea. 27+00; Continue Sl to S-2pipe installation; Shaw Dr. Rdvry Reconstruction sta.21+71tosta.26+72(base paving); No drainageworkperf.mn,a otlay; 10/3/2D25 Swale grading Adams Dr. to. 10+00 to Pro. 27+00; MDT Intl site cleanup X 0 King Ttle Conti rue da, way no anon ization Ad. me Dr. sts. 10+00 to It., 27+00; 10/412D25 No Saturdaywo rk plan red a r 2-week look or tad No work rate rmed. X 0 King Tide 10/5/2D25 Me Sun day wo rk pia n ned on 2-week look ahead No work pert, rmed. X 0 King lude o S-20 pipe installation (24-Inch)_ Delayed by King Tide; S 18 to' .................. Feel S-2 to S-3 tlralnage Pi ,acing (15 inch); ............ii//�� Shce, Th. Rdvry Reconstuorsta 211++711oa 26++72(t h'l' t ;delayed 10/6/2025 ShaxD Rdwy Rao t2672 b spaving); delayed R7fe cL�l9.CllCf €8h1f �� X 0 King Tide CraneS[-nject,,n we ifs shutore-nsta0all,n sta.10+00 to sta. 14, IF; de loved crane St force ma ustallaton sta. 10 in to so. 14+00; delayed Adams Dr, road reconstruction (base pavement) ate. 10+61 to It,. 14+35 delayed. Continue S-18 to 20ppe installation Delayed by King Tide; Snch ContioneS-Zto S-3 drainage crossng(15-Inch); Cont nue Sh aw Dr. Rd y Recon olfaction Its. 21+71 to sta 26+72(stabTzaton)'tlelayed C6RBhubCxfNffi,,,,, 10/7/2D25 Show delayed ShaDr Rdwy Reconstruction sta 21+71 to sta 26,72(base paving r2Yx{53 yy4fisv{IFI,,, &rte efeaRua,/ X 0 King Title crane st Iniect*n wells stmctare'nstaRole n sta 16+00ta sta 1a+a3deloved crane st force main installation sta 10+00 to Its. 14+00; delayed Adams Dr road reconstruct on (base pavement) sta. 10+61 to sta. 14+35 tlelayetl. -1tnch) l(ngT tlempete -1 Delayed by 8o S20pipe t Il tn(24 Contin e S u /%/////////// cona ecrossn (15-nch) nsta11S2Structura sd g g Con[nue Shaw Dr. Rdvry Reconstruct on sta 21+71 to sta 26+72 (stab lzat on) delayed SSYS2 boX��j3�Sf6dA fAgld$artd (Y�CKfllvi ��+++/" 74eAvg tied ngxrossdggpnggr[grmaLtfdasrs 16/8/2925 ShowD Rdwy I *nao-n,t *n to. zl+,main 26+72 (boat pad rg)tlelaved Sffe dleifdtip" x 1 daifdrtKs Oro ne S[ eject on we III structu re not, hat an sto 10+00 to sta 14+00, do laved cne sr come man narauaron am. 1611a+o6; delayed Adams Dr road r oohs, ruct on (base pavement) sta. 10+61 t, sta. 14+35 delayed. Continue S18to S-20ppe Installa[on(24-nch) Delayed bylangTtle Begin SI to S-2 drainage cross ng (15 'nch) // Continue Shaw Dr. Rdwy Reconstruction sta 21+71 to sta 26+72 (slap liar on) delayed Yrenefiar;d (;FaveMtlntf �q�ia�i%5ri 49tween 3'=��2fid 3td CrdSsirf�„ Thtl'aYg drairta,ecraSsYngi�t(Hrlgnu(fh2lYfdss Th 10/9/2025 Shaw Dr. Rdwy Reconstruction sta. 21+71 To sta 26+72 (base paying); ng� delayed +++ii sited(ear(Gp H 1 day$ fdfNYsi'fQicct. Cran, SC'njeed n wells structure installation sea 10+00to sta 14+00,delayetl cranescfor*e »a'p naeauatonata 1o�oom3ta.14+oo;delayed atlaml Dr, road reconstruction (bale pavement) Ira.1o+61 to sta. 14+35 delayed. Continue 5-18 to S-20 pipe installation (24-inch) _ Delayed by King Title; Continue S-1 to S-2 drainage crossing (15-Inch); Continue Shaw Dr. Rdwy Reconstruction sta. 21+71 to sta. 26+72 (stabilization); delayed 10/10/2025 Shaw Dr. Rdvry Reconstruction sta.21+71to sta. 26+72 (base paving!; delayed Operations canceled due to ii rain X 1 King Title&Heavy Rams Crane St. Infect,*, wells structure Installation sta. 10+00 to sts. 14+00; delayed Cra no St. force main installation sta. 10+00 to sta. 14+00; delayed Adams Dr, road reconstruction (base pavement) sea. 10+61 to sta. 14+35 delayed. worked prior[, this king tide KingTj,,t,I1.5 10/11/2025 NoSaturtlaywork planned , 12-.c,klook Ih.d No work performed. X o dardays for project is 1.5 days) Deviation Fran, 2- Time Date Work Activities Planned Actual Work Activities Performed Week Look -Ahead Impact Notes Comments Two -Week Look Ahead Yes No (Days) 10/12/2025 No Sun day wo rk plat in ned a n 2-week look ahead No work perfo rmetl. x 0 King Title Continue Sat to S-2tlainagecr ssing(15-inch); Set S-1 drainage structure; 10/13/2025 Continue Shaw Dr. Rdwy Reconastructionsta.21+71 to sta. 26+]2 (stabilization); Site cleanup X 0 King Title Crane St. injection we 0s structure installation sta. 10+00to to 14+00. Continue 1-1 to 1-2 drainage crossing (15-inch); Sealing/mudding pipe to S-1; 10/14/2025 Continue Shaw Dr.RdwyReconstructionsta.21+71 to sts. 26+]2(stabilization); Install11 to S-2 drainage crossing(15-inch) X 0 King Title Chat no St.injection we 11, structure insta llati on ofa. 10+00 to sts. 14+00. Site cleanup Begin S-4 to S-5 drainage crossing (15-inch); 10/15/2025 Continue Show D, Rdwy Recanstruction sto.21+71 to Its. 26-72(stabilization); Continue with S-1 to S-2 crossing; x 1 King Title. The avg. drainage crossing during normal Crane St. injection v.ells structure installation ofa. 10+00 to Its. 14+00. Site cleanup titles is 2.4days forthis project. Continue S-4to S-5 drainage cmosing(15-inch); 10/16/2025 Complete Shaw Dr. (stabilization); Reca, 21+71t00to Continue with Sl to S-2 omoo sing x 1 Kingpin, The ay.do na tlurin I g g ge crossing gnonna e[is re 1 rato laho. and, Crane S[.InJectlon vrells structure Ins[allatlon sta. 10+00 to sta. 14+00. Site cleanup titles is 2.4da)'s forthis prof act. Continue 5-4 to S-5 drainage crossing (15-Inch); 10/17/2025 Begin Shaw Dr.Rd,vy Reconstruction Its. 21171 to Its. 26+72(base paving); Continue with Sl to S-2 crossing; x 1 King Title. The avg. drainage crossing during normal Crane St. Infection wells structure Installation sta. 10t00to sts. 14+00; Site cleanup titles is 24days forthis project. Adams Dr. Rdwy Reconstruction Its. 10+61 to sta. 14+35 (base paving). King Tide.Avg. Saturdays worked prior to this king tide 10/18/2025 No Soturdaywerk planned on 2-week look ahead Nowork performed. x 1 for project is 1.5 days) 10/29/2025 No Sundaywark planned an 2-week look ahead Noworkperformed. x 0 King Tide Continue S-18 to S-20 pipe installation (24-in cb) _ De loved by King Title Complete S-1 to S-2 drainage crossing (15-inelk Continue Shaw Dr, Rdwy Reconstruction Its. 21+71 to sta. 26+72 (stabilization); delayed 10/20/2025 Shaw Dr. Rdvry Reconstruction sta.21+71to sta. 26+72(base paving); delayed Complete S-1 to S-2crossing x 1 King rossingduringnol'mal Cra no St.Injecdon wells structure installation slat. 10+0010 Its, 14+00; delayed site cleanup is2.Theavgrta,Projeinage dries is 2.4tlaysforthis project. crane St. force main installation ata. 10+00 to sts. 14+00; delayed Adams Dr. road reconstruction (base pavement) Its. 10+61 to sta. 14135 delayed. Continue s-18 to 5-20 pipe installation (24-inch) _ Delayed by I(ing Title Continues-4 to 15-5 drainage crossing Continue Shaw Dr.Rdvry Reconstruction sta.21+71 to sts,26+72(stabilization); delayed 10/21/2025 Shaw Dr. Rawly Reconstruction sts.21+71to Its. 26+72(base pavi ng; delayed Begin S-1 to S-5 crossing; X 0 King Title crane St. Injection wells structure Installation sts, 10+0o fo sta.14+00; delayed Site cleanup crane St. force main installation sta. 10+00 to sto. 14+00; delayed Adams Dr. road reconstruction (base pavement) sta. 10+61 to cta. 14135 delayed. Continue 5-18 to 5-20 pipe installation (24-inch) -Delayed by Iarg Title Continue S-4 tc S-5 drainage crossing (15-Inchg Continue Shaw Dr.Rdwy Reconstructionsta.21+71tosta.26+]2(stabilization);tlelayetl Excavating far 15; ntil,w eelflict wuh vacuum sewer line discovered with 10/22/2025 Shaw DC Rdwy Reconstru,unnsta.21+71tests.26+72(hase paving); delayed crossing; proposed drainage crossing; x 1 Kingrtle, ubGtyconflict crane Scmjecson wells structure installation ofa.10+00to Its. 14+00, delayed Setting drat lna,ageCe crane St. force main installation sta. 10+00 to Ito. 14+00; delayed Site cleanup Adams Dr. road reconstruction (base pavement) sta. 10+61 to sts. 14+35 delayed. Continue S-18 to S-20 pipe installation (24-inch) _ Delayed by King Tide Continue S-4 to S-5 drainage crossing (15-Inch); utility canflict with vacuum sewer Conti are Shaw Dr. Raw, Reconstruction sts.21+71 to sts.26+]2(stabilization); delayed 1D/23/2025 Shaw Dr. Rdvry Reconstruction sts.21+71to Its. 26+72(base paving); delayed Set drainage structure S-9; x 1 King Tide, utilityconflict crane St. injection wells structure installation sta. 10+00 to sta. 14+0n; delayed Site cleanup crane St. force male installation and. 1(i to sts. 14+00; delayed Adams D, road reconstruction (base pavement) to. 10+61 to sta. 14+35 delayed. Continue S-18 to S-20 pipe installation (24-inch) _ Delayed by King Tide I nstall drainage structure S-7; Continue Shaw Dr Rdvry Reconstruction at,.21+71 to Its. 26+]2(stabilization); delayed 10/24/2025 Shaw D,. Rtlwry Reconstruction sta.21+71 to sts. 26+72(base paving); delayed Set drainage structure S-15; x 0 King Title, utilityconflict Crane SG injection wells structure installation old. fallible sta. 14+10, delayed Site cleanup Crane S[ force main instolIntion sta. 10+01 to sta. 14+00; delayed Adams Dr, road reconstruction (base pavement) sta. 10+61 to Its. 14+35 delayed. 10/25/2025 No Saturdaywork planned on 2-week look ahead No work performed, x 0 King Title 10/26/2025 No Sun day we rk pla rmetl c n 2-week look ahead No work perfo rmetl. x 0 King Title Continue S-18 to S-20 pipe installation (24-inch) _ Delayed by King Tide Begla S-6 to S-7 drainage crossing (15-inch); Continue Shaw Dr, Ravel Reconstruction sta.21+71 to sts. 26+]2(stabillzat)on);tlelayetl 10/27/2025 Shaw Dr. Rdwy Reconstruction sts. 21+71 to sta. 26+72(base paving); delayed Set d rat l nage structu re S-13; x 1 King Title affected pursuit of productive drainage work. crane St. Injection wells structure Installation sta. 10+00 to sta. 14+00': delayed Site cleanup Crane St. force main installation to 10+00 to sts. 14+00; delayed Adams Dr. road reconstruction (base pavement) sta. 10+61 to sta. 14135 delayed. Continue S-18 to S-20 pipe installation (24inch) _ Delayed by King Tide Continue S-6 to S-7 drainage crossing (15-'inch); Begin e-inch WM deflection from S-6 to S-7 (Shaw Dr.) sta. 17+60; Continue Shaw Dr.Rdwy Reconstructionsta. 21+71tosts. 26+]2(1111buti lion); delayed Completed installation ottlrain ge structure S-15; 1D/28/2025 Shaw Dr. Rtlwry Reconstruction sta.21+71tosta.26+72(base paving); delayed Site cleanup X 1 King Title affected pursuit of productive drainage work. crane S[. injection wells structure installation Its. 10+00 to sta. 14+00, delayed crane St. force male installation sta. 10+00 to Its. 14+00; delayed Adams Dr, road reconstruction (base pavement) to 10+61 to sta. 14+35 Beloved. Continue S-18 to S-20 pipe installation (24inch) _ Delayed by King Title Complete S-6 to S-7 drainage crossing (15-inch); Complete 8-inch WM deflection from S-6 to S-7 (Shaw Dr.) Its. 17+60: Continue Shaw Dr Reel,Reconstruction sts.21+71 to sta, 26+72(stabilizatlon); delayed Set drainage structure S-17; 10/29/2025 Shaw Di. Rdvry Reconstruction sta.21+71 to old. 26+72(base paving); delayed Site cleanup x 1 King Tide affected pursuit of productive drainage work. crane St. Infection wells structure Installation sta. 10+00 to stn. 14+00, delayed cane St. force main installation ata. 10+00 to sta. 14+001 delayed Adams Drroad reconstruction (base pavement) sta-10+61 to sta. 14135 delayed. Deviation From 2- Tlme Date Work Activities Planned Actual Work Activities Performed Week Look -Ahead Impact Notes/Comments Two -Week Look Ahead Yes No (Days) Continue 5-18 to 5-20 pipe installation (24-inchJ _Delayed by I(ing Title nstalltlralnage sducture S-9; Continue Shaw D,.Rd yReconstructionsts.21+71 to stc.26+72(stabdization); delayed 10/30/2025 Shaw Dr. Rdwy Reconstruction std.21+71 to Its. 26+72(bad, paving); delayed Restoring swale area at S-2; x 1 King Tide affected pursuit of productive drainage work. crane tit. Injection wells structure installation sta. 10+00 tp tits, 14+00; delayed Site cleanup crane St. force main installation Its. 10+00 to Its. 14+60; delayed Adams D, road reconstruction (base pavement) sta. 10+61 to Its. 14+35 delayed. Continue 5-18 to 5-20 pipe installation (2akinch) _ Delayed by I(ing Tide Begin S-8 to S-9 drainage crossing (15 inch); B-Inch W M deflection from S-8 to S-9 (Shaw Dr.) Its. 18+90; Continue Shaw Dr. Rdwy Reconstruction sta.21+71 to sta. 26+]2(stabllizaEon); delayed 10/31/2D25 Shaw To Rdwy Reconstruction sta.21+]1to Its. 26+72(base paving); delayed Site cleanup x 1 King Tide affected pursuit of productive drainage work. crane St. infection wells structure installation sta. 10+00 to tits. 14+00, delayed crane St. force main Installation Its. 10+00 to Its. 14+00; delayed Adams D, road reconstruction (base pavement) sts. 10+61 to ata. 14+35 delayed. 11/1/2025 No Saturdaywork planned on 2-week look ahead No work performed. x 0 King Title 11/2/2D25 No Sun day,vork pia n ned on 2-week look ahead No work performed. X 0 King Title Continue 5-18 to 5-20 pipe installation (24-inch) _ Delayed by King Tide Continue S-8 to S-9 drainage crossing (15-inch); Continue Sh auv Dr. Rdvry Reconstruction sts. 21+71 to sta. 26+72 (stabilization); delayed 11/3/2D25 Shaw Dr. Rdwy Reconstruction sts.21,71 to Its. 26+72(base pavi ng); delayed Site cleanup x 1 King Title affected pursuit of productive drainage work. crane S[. infection wells structure Installation Its. 10+00 to Its. 14+00, delayed crane St. force ,in installation ata. 10+00 to sta. 14+00; delayed Adams Dr. road reconstruction (base pavement) ata. 10+61 to sts. 14+35 delayed. Continue 5-18 to 5-20 pipe installation (2amch) _ Delayed by Iarg Title Continue S-e to S-9 drainage crossing (15-inch); Continue &inch W M deflection from 8-8 [o S-9 (Shaw Dr.) sto. 18+90, Continue Shaw Dr. Rtlwy Reconstructionsts.21+71tosts.26+72(stabudization); delayed FKAAWM Deflection o n Shaw Dr.S-8to S-9(sts. 18+90); 11/4/2025 Sha'nr Dr. Rtiv Reconstruction sta.21+Fltosta.26+�2 base l; data d ry ( paving ye Site cleanup p X 1 Kng Ttle affected pursuit of productive drainage work. Crane SC Injection wells structure Installation tiro. 10+OOto sta. 14+00; delayed Crane St. force main installation sta. 10+OD to sta. 14+00; tlelayetl Adams Dr. road reconstruction (base pavement) to 10+61 to sta. 14+35 delayed. Continue 5-18 to 5-20 pipe installation (24-inch) _ Delayed by King Tide Continue S-8 to S-9 drainage crossing (15-Inch); Complete 8-inch WM deflection from S-8 to S-9 (Shaw Dr.l sts. 16+90, 11/5/2025 Continue Shaw Dr. Savvy Reconstruction sta.21+71 to sts. 26+]2(stabilization); delayed Begin S-Bto S-9 drainage crossing; x 0 King Title Shaw DrRdwy Reconstruction sta.21+/lto sta. 26+72(base paving); delayed Site cleanup Crane St. injection wells structure installation Its. 10+00 to sta. 14+00': delayed Crane St. force main installation sta. 10+00 to sta. 14+00; delayed Adams Dr. road reconstruction (base pavement) sta. 10+61 to sta. 14+35 delayed. 20 TOTAL DA(S AP (1/9/26)- look at contract and speakw/ Rookie and let us lance, if he concurs. 1/19/26, AP concurs. 1 IDIMrI II .II.WI[:.::.: 11 HIER IDYS Ii.n.......ir'k....irlllis Twin Lakes Saturday Work Analysis -April 2025 through September 2025 ----- Ew ----- ----- Twin Lakes Saturday Work Analysis - April 2025through September 2025 ----- ----- Thursday, July 10, 2025 ----- Twin Lakes Saturday Wark Analysis - April 2p25 through September 2u25 -®-0- -®--- ----- DIVISLIftleern ----© A —age Sat, rdays worked per month: 1 0 ADDI IGNAI..... °"IC IHI If::::::lC IDAYS Q E ii it .=......Ir li it l it v u� Ali inn i ll li Ifs III , No. Pipe Crossing Notes Days to complete lnstallatlon Shaw Drive S-3 installed 8/3/2024 1 S-2 to S-3 S-2 Installed 10/8/2025 daily report shoves 3 days for crossing 15 FT pipe run installed 10/8/2025 K 3-8 installed 10/30/2024 2 S-8 to S-9 S-9 Installed 10/22/2025 daily report shows 2 days for crossing 15 FT pipe run installed 11/5/2025 g T Sat installed 4/1612025 3 S-22 to S-13 S-131nstolled 10/24/2025 daily report shows 5 days for crossing 15 FT pipe run installed 9/29/2025 d e S-161 nstelled 11112121 4 116 to S-11 S-1]installed 10/29/225 daily report shows 2 days for crossing 3 Fdage Days Per Crossing During2025 King Tde 15 FT lose, no installed 10129/2025 Adams Dime S-31 installed 2/1/2025 5 S-31 to 133 S-13 installed 2/5/2025 daily report shows 2 days for crossing 28 FT pipe run installed 6/16 thru 6/17/25. N 5-32 installed 2/3/2025 6 S-32 to S-33B S-33B installed 3/4/2025 daily report shows 4 days for crossing n 27 FT pipe run in stoned 6/10 thru 6/13/25. I( S-35 installed 12/30/2024 7 S-35 to S-34 S-34 installed 1/23/2025 daily report shows 3 days for crossing 33 FT pipe run installed 1/271hru 1/29/25, g T S-381nstalled 12/26/2024 8 5-37to S-38 S-37installed 1/1712025 daily report shows 2 days for crossing 24 FT pipe l'un installed 1/23 thru 1/24/25. d e S-47 installed 10/2/2024 9 S-46 to S47 S-46 installed 10/25/2.24 daily reportshows l dayfor crossing 2.4 Average Days Per Crossing-itr—KiuSTide 23 FT pipe run installed 19/30/24. 2.0 - INCREASE IN PAY ITEM NO. 530-74. NO. 57 BEDDING STONE 2,0 II CIC I[::::::ASI[:::::: IHN IIPAY 1 11 EM I G. 530 74„ IING 57 IBIFIDIC::YIHNG S""IrGIN' E 57 Beddlina Stone Callcu. ladons I v CEII, Additional 57 Stone needed behind concrete barrier wall 2 FT Minimum at 1:10 max per G-4A (Typical Section of 38-inch height barrier wall) Length of barrier wall: From sta. 16+81.06 to sta. 34+39.77 = 1758.71 Feet Density of 57 Stone: 2410 LBS / YDA3 Thickness of 57 Stone: 2 inches (See Plans, Sheet G-2A, Note #2) Volume of 57 Stone Needed: (2 Ft wide) x (1758.71 Ft long) x (2 inches) x (1 FT / 12 inches) = 586.24 ft^3 (586.24 ft^3) x (1 ydA3 / 27 ft^3) = 21.71 ydA3 Tons of 57 Stone Needed: (21.71 ydA3) x (2410 LBS/ydA3) x (1 Ton / 2000 LBS) = 26.2 Tons (Use 30 Tons) Established Contract Unit Price for 57 Stone (Pay Item 530-74) = $68/Ton Cost of Additional 57 Stone behind concrete barrier wall: 30 Tons x $68 / Ton = $2,040.00 Additional 57 Stone needed for swales and driveways Quantity of Item 530-74 (57 Bedding Stone), as per plan sheet SQ-1A: 770.25 Tons Established Contract Unit Price for 57 Stone (Pay Item 530-74) = $68/Ton Cost of Additional 57 Stone behind concrete barrier wall: 770.25 Tons x $68 / Ton = $52,377 Total Additional Cost of 57 Stone: $2040.00 + $52,377.00 = $54,417.00 0 ,,,. IINCREASE II III PAY 11...11..1E III I . ,,,. 74, II 7 I I IID I[ II III C) S...1C.. ONE : Ei lill.....:f.ir im......1 1R. :....c..o.irn c U.irirliirn�. From: Soto, Luis <Luis.Soto1@wsp.com> Sent: Monday, October 6, 2025 12:50 PM To: Romano, David; Corning, Gregory Cc: Sabbag, Anthony A.; Montiel-Leonel Subject: RE: Discrepancy in 57 Stone Bedding (Pay Item 530-74) between the Summary of Quantities and the Bid Sheets Hi David, Upon reviewing the documents, the quantity for the 57 stone bedding material intended for the swales and driveways was inadvertently removed from the bid tab during the bidding process addendum number 5. If there is any positive condition, the contract unit price of $68/ton appears to be a very reasonable price, so any additional quantities needed can be paid at the same unit price. Best regards, Luis 'oimi I Luis Soto, PE Sr. Vice President Water Resources Engineering 239-896-5577 From: Romano, David <David.Romano@hdrinc.com> Sent: Friday, October 3, 2025 2:15 PM To: Soto, Luis <Luis.Soto1@wsp.com>; Corning, Gregory <greg.corning@wsp.com> Cc: Sabbag, Anthony A. <anthony.sabbag@hdrinc.com>; Montiel-Leonel <montiel- leonel@monroecounty-fl.gov> Subject: Discrepancy in 57 Stone Bedding (Pay Item 530-74) between the Summary of Quantities and the Bid Sheets Good afternoon Luis and Greg, The contractor has been working on grading swales along Adams Drive. I noticed that in the summary of quantities, plan sheet SQ-1A (attached), there are two line items meant for the 57 stone bedding material, pay item number 530-74. One of these specifically is for the pump station, showing 35 tons as the quantity. The other line item also describes 57 stone bedding material, with a quantity of 770.25 tons. It is our understanding that this is meant for the gravel swales and driveways along the project corridor. The discrepancy that I refer to is on FCC's Bid Proposal, Addendum 5 revised bid sheets. The 35 tons of 57 stone for the pump station is included, however, you will notice that the 770.25 tons of 57 stone is missing entirely from the bid. Please review and look into this as this quantity would be needed for the swale and driveways on the project. Thankyou. Kind regards, III)rmviild IIII'+10urmraino, IIII':ollllliiii Sa nior Project Fngineer 1114 ID I 3230 West Coirrmeirclia ll I13oullevaird iulRe 400 Fo irir IL..auderdMe, II:::1L..33309 f.) 786... 64...3871 I1 305...5?5...4058 IDavid.II0 rrdrirrc.corn hd iriiirac. coirri/folllloanr•••us p •„.�.id;."d . t N scoieeaeu,orrol, f4km and any alhwhmons „"H'Is rres"aqo";w may ccidaiae r",rhich a;, praw"ilecc e I cwN9 J nliN fl, g.n:prVar"r m. hemp' ia,'� subiod k) t 1,:PI Y-d di",�icbsur,'m ,.goner "mpp8m, "abk i avm q ha'r niia,', , wN is iui dw suko usu u, dho 4fl un" cl uq r �,,�'ihr. reNd ;Pdr,reMr if i,o611NU^t':W. u,n,¢o..i(pr��oa a_eti,.a^�a�,,1a"�m�ia�r,aar �e"��"are ,.��°rMrd�r^,,^6Y�;rc,dYiu�¢, �4a��,�"�¢rrarrrfw,�aiev�o°�ga!��dr'dk,�iBd��ir,,ro.l" �oorrli''�anu,r��r.e,th'roh a7rv^.a"t�;:�i a^� 9�ir.:Nl"� p ,,au hav, :^ rra po ied Ns rnes;,uge m erm, or y u a x,!',r nni an nuffinri,,12d or manic lsd nr!dpl r; ,nh'"mse nnYii}r'1h iWe m di aNrd, by ae pd","aae?� rrr� ,0 +1� ^h it N mk:s �";� aid ,�z81 ,mole ��,t it "re , � yr as y prir'na ai cnpoes' ,"m, l ^':n ^, ari wr'rai rq� " Na�'�,i, Q a c w oil _ vQQ w a Q"z Q� a w ~LLQ m o `o O 1 u GLLS onto o w a=s W �I-vl J hJ WU2p PON 00, oop 2 ~ � _ _ Y Q i 2 Q o Q N_ N K W W �- m g Q �� 2zto N O 41 �tpJ U WOWN 111111, HIM, oy Q - O l� _ v W z Twin Lakes K %, La () SECTION 00110 BID PROPOSAL The Bid Proposal shall be submitted on the forms included. in this section of the Bidding Documents as previously instructed herein. 1. Bid Fonn 2. Non -Collusion Affidavit 3. Lobbying and Conflict of Interest Clause 4. Drug -Free Workplace Form 5 Public Entity Crime Statement 6. 'Vendor Certification Regarding Scrutinized Companies Form T Bid Bond 8. Insurance Agents Statement and Bidder's Statement 9. CONTR AdOR's License Current Copy to Be Submitted or within 10 days of Intent to Award Bid (Subcontractor Licenses to Be Submitted Prior to Award of Notice to Proceed) 10. FDOT pre -qualification 111 . Subcontractor's List 12. Additional Inforination as requested in 5.1 of Specification Section 00100 13. Minority Business Form 14, Federal Lobbying Form 15. EAuc Clause Form Bidder must also provide all information requested in Section 00100 Instruction to Bidders in addition to forms included in this Section. 1. PREPARATION OFBIDS Signature of the Bidder: Thc Bidder must sign the bid farms, in. the space provided for the signature. If the Respondent is an individual, the words "doing business as Forrelra ConslWon, ft, a,, or" Sole Owner" must appear beneath such signature. In the case of a partnership, the signature of at least one of the partners must follow the firm name and the words "Member of the Firm. " should be written beneath such signature. If the Bidder is a corporation, the title of the officer signing the Bid on behalf of the corporation must be stated along with the, Corporation Seal Stan-ip and evidence of his authority to sign the Bid inust be submitted. The Bidder shall state in the bid the name and address of each person having an interest in the submitting entity, 10. X23 BID PROPOSAL. 00110-1 . ................ 0 C.) 1= 00 �o �n It rq A �o CD CD z cl� CS to td5 ko) Wpm 12 31 06 CL en �FE 61) V) GA� �A Ql� V ;A 4d9 W) fA to .............. .... ....... a, I- N w �o a rD 0 ...... . ..... LU ..... . LL - i . ... ... ... ... ... .. . . ..... ............. ... LL LLr J- ui Ul LU CL T M 3: T F- z m (L a z z z 0 6 0 6 < z 0 Ld LX cc 6 x IS z z -J 0 z z < LLJ < z LL LL C,4 ui > 0 U�, F6 a . �j m a, uj LD 0 uj t/Jz LEI -Ujj 4 UJ EL LU 0� W o tN 0 Luu 0 00 0 z 2L 0 LU 0 cosw z 0 0 ZO 0 w 20 —5 L) Ms < 2 u (D w 0- uj 0 5, , LLJI D'- w w D co < CL Ui m U.9 (L z 652 Lij M w m --) F- era . m M F- V) F- V) .-i M LLJ U) (n 04 FD 0 C14 3.0 - S-1 DRAINAGE STRUCTURE RELOCATION COSTS 3.0 S-1 11:: IRAIIIINAGE 53'TRUC"'I"'l.UlRll:::: If211::::II...0C;A"I101N COS IS F"(:;C;'s IRelloc.abon Costs for Dra.n...... ie ;411CWire S 1Ne..O...a...U...e......d........C.....a.......$...9........,C.C.....C....0......0.........II.-............. ............................................................................................................................................ . Extra Work Cost Breakdown Owner's Project No: FDEM B0200- FDEP 22SRP57 Ferreira Job No.: 4473 Project Name: Twin Lakes (Key Largo) Flood Mitigation Prepared By: Andres P. RCO No. RCO 410 Proposal Date: 9/19/2025 Description: Relocation of drainage structure S-1 from Sta 11+40 to Sta 12+25 per RFI 438. iNo.1 Description Net Burden % Hourly Rate Hours Amount Total Name (T&M Only) Class. WC Code STD. OT. 1 Foreman Foreman 82.64% $42.60 16.00 0.00 $1,244.87 $1,244.87 2 Operator Operator 82.64% S30.80 16.00 0.00 $900.05 $900.05 3 Laborer Laborer 82.64% $22.30 16.00 0.00 $651.66 $651.66 4 Laborer Laborer 82.64% $22.30 16.00 0.00 $651.66 $651.66 5 0.00 0.00 $0.00 $0.00 Subtotal -Bare Labor: 1 $3,448.241 $3,448.24 11 MATERIALS 11No.1 Description lOuantitv I Unit Price I UOM I Amount No. Make Model Rental M,,/175 Vper. CoeUllr. Oper. Standby Amount 1 Excavator Deere 245 $8739 16.00 0.00 $1,398.2 2 Front Loader CAT 938 $77.53 16.00 0.00 $1,240.4 3 Pick up truck $27.25 16.00 0.00 $436.0 4 Dewatering pump 12in $1,011.11 1.00 0.00 $1,011.1 5 Hoses (App 160 LF) $43.32 1.00 0.00 S43.3 6 IFittings -bends, bane s $22.78 1.00 0.00 S22.7 7 ISediment tank -21KGal $1,066.60 1.00 0.00 $1,066.E 8 0.00 0.00 WC Subtotal Eguinment $5.2 t 8.5 SUBCONTRACT INo.1 Description Quantity UOM Unit Price Amount 1 $0.00 11 Subtotal Subcontract: $0.0011 CONTRACT UNIT ITEMS INo.1 Item Description Rate Quantity UOM Amount 1 1 $0.00 11 Total Contract Items: $0.001 INDIRECT COSTS, EXPENSESAND PROFIT (I) Mark-up (10%) on the payments in Labor, Materials, Equipment, Subcontractor, and contract items: a) Total Labor $3,448.24 b) Total Materials $322.07 c) Total Equipment $5,218.53 Subtotal Mark -Ups: $898. (it) Subcontractor markup $0. (iii) Contract Items markup $0. Total mark -Up Amount: Fxt a Wnrk Rreakdnavn Cumma LABOR + BURDEN $3,448.24 MATERIALS $322.07 EQUIPMENT $5,218.53 SUBCONTRACT $0.00 CONTRACT ITEMS $0.00 MARK UP $898.88 TOTAL ANTOUNT1 $9,887.73 CC;, Andres Perez rer agreed Gua Ilawuar Ulhle ra7SI. Equ male etch. www. equipmentwatch. com Rental Rate Blue Book°, O&O Rates Report for EX2526 in FCC Master November 12, 2024 Deere 245G LC Crawler Mounted Hydraulic Excavatorsim. Size Class. 24.5 - 28.4 mt Weight: NIA Configuration for 245G LC Horsepower 159.0 hp Blue Book Rates ** FHWA Rate is equal to the monthly ownership cost divided by 176 plus the hourly estimated operating cost. Ownership Costs Monthly Weekly Daily Hourly Published Rates USD $11,375.00 USD $3,185.00 USD $795.00 USD $120.00 Adjustments Region ( 100%) Model Year (1995: 83.6%) Adjusted Hourly Ownership Cost (100%) Hourly Operating Cost (100%) Total: Non -Active Use Rates Standby Rate Idling Rate Rate Element Allocation (USD $1,865.38) USD $9,509.62 (USD $522.31) (USD $130.37) (USD $19.68) USD $2,662.69 USD $664.63 USD $100.32 Estimated Operating FHWA Rate** Costs Hourly Hourly USD $33.36 USD $97.99 USD $33.36 Element Percentage Value Depreciation (ownership) 31.51% USD $3,583.99/mo Overhaul (ownership) 41.31% USD $4,698.53/mo CFC (ownership) 16.96% USD $1,929.07/mo Indirect (ownership) 10.23% USD $1,163.41/mo Fuel (operating) @ USD 3.65 33.06% USD $11.03/hr Revised Date: 4th quarter 2024 USD $87.39 Hourly USD $31.71 USD $65.06 All material herein G 2003-2024 Randall -Reilly All rights reserved. Page 1375 of 2964 Equ men etch. p p pro. mgMof Ep bxh�cnM Rental Rate Blue Book°, O&O Rates Report for 1252 in FCC Master Novarba 12, 0, 4 Caterpillar 938K (disc. 2015) 60Vd Aaapnibwd Whool Lnbdodi SP ClbHf ¢ 150 - 174 hp Wogrha' 4 nyl 35104lbs �fw^�M� wPF9o� .. ... f 4 Configuration for 938K (disc. 2015) t nd-bsnpoe 173.0 hp ) sodlaiePeia)capf ROPSIFOPS Pnp oewndo Diesel Blue Book Rates Nt WA - bao gio. rrbl at Eno Mnf drlr npf odHicg cnl bdgglod yr F17 slnHdho hnndr oFWbaod nsocbA u cnH3/ Ownership Costs Estimated Operating FHWA Rate** Costs Monthly Weekly Daily Hourly Hourly Hourly Pnvlg-hod -ba)H gSR(12790PO gSR(,T-40P0 gSR(460100 gSR(9FP0 aSR(33P3 gSIR (17y71 Adjustments - ougrf UNop °/md2Nop q SR ( F43y70 q SR (63P0 q SR (F0P0 q SR ( Fy7, a/m4cz FO, 8 $ wndol o/obeQ OF6z55�518 $ l0l SR (, f67$ A SR (Oy75$ l¢l SR (O�F1$ L� SR ( 0\03; AdltHad t nrrdr ) pf od-tig O O O CnFi LP:008 $ t nndr ) sodbaj u CnFtLF-008 $ Total: USD $7,831.14 USD $2,192.31 USD $550.63 USD $82.59 USD $33.03 USD $77.53 Non -Active Use Rates Stf dvr - ba) jdlg u - ba) Rate Element Allocation Element Percentage Value Raswco)afrf Wpf od-hg;$ 35y, 8 qSR (337F0y741Mn ) *odrbni UApf oEFhg;$ 3, �518 q SR (, 213, T, IMn CNC Up od-hrg$ F1y7, 8 q SR (F243y OIMn jf dgDcaWpf odfig$ FOy F8 q SR (196p31Mn Nrrul Uhsodbaj u$/ q SR 3y16 , 7A48 q SR (9A11he - o*tbd RbaozFFia. rrbaoe, 0, 4 Hourly q SR (, 5y9, q SR (43y, 1 All MbaDgl ho®g @, 003Q0, 4 - bf dbll0 o�r All 4h31®Fbelody Pbuo , 63 ni , 577 EquipmentWatch- p p pro. rrgMof Ep bxh�cnM Rental Rate Blue Book°, O&O Rates Report for 1030 in FCC Master Nove,ba 12, 0, 4 Miscellaneous 4X2 1 314 300 CREW GAS ) f G gihp br LgihaRrra CamkH Spi 300 hp Over Wagihm ,r NIA Configuration for 4X2 1314 300 CREW GAS Axlo Cnf igrnEba3if 4X2 t nd-bsnpoe 300.0 Cnf - ba4 u 1314 Cbv Qr so Pnpoewndo Crew Gasoline Blue Book Rates Nt WA - ba) g-lo. nbl ai Eho Mnf d1Ir npf od-hg cnFtLdgglod yr F17 slrrHdro hnnbr oF144baod nsod4 u cnHy Ownership Costs Estimated Operating FHWA Rate** Costs Monthly Weekly Daily Hourly Hourly Hourly Prrvlo-hod -barH qSR(, 2164PO gSR(110P0 gSR(F54PO qSR(, 5PO gSR(FFyf6 qSR(, 1f6 Adjustments -ougif UNopJo4brz gSIR (9,A4 gSR(,3}FO gSR(4P4 gSR(0,91 F038 $ wndol VobeQ OF6z51A18 $ 4 SR (73}FO$ t4 SR ( F1yi0$ 4 SR (6y69$ Lai SR (0t71$ AdYYHDd t nrrdr ) pf o(J-hg O O O � CnF61F008 $ t nrrdr ) soEbali u CnFkLF008 $ Total: USD $2,764.25 USD $775.40 USD $196.37 USD $29.20 USD $11.54 USD $27.25 Non -Active Use Rates Hourly S3rf dvr - bw q SR (5y17 jdl4 u - bw q SR (F5A3 Rate Element Allocation Element Percentage Value RosmC�)ayf Wpfo9-hg;$ 33�FF8 gSR(50%63lMn ) *odrbni Up od-hg;$ 31P38 q SR (F3)39AllMn CNC Up od-hg$ F, Y418 qSR (364y0FIMn jf dgacaUpf od-hg$ F7}658 qSR (64, y751Mn Nrrol UsoebaJ u$/ q SR 3}03 33}F8 q SR (3p, the - o*4-bd Rba)zFFb. nbeEDe, 0, 4 All Mba ql ho®g @, 003Q0, 4 - bf dbll0 oar All ayhai®Fbelody Pbuo 63 ni , 577 The Power to Move Water - BILL TO: FERREIRA CONSTRUCTION 6101 NW 74TH AVE MIAMI FL 33166 REMIT PAYMENT TO: MWI CORPORATION 33 NW 2ND STREET DEERFIELD BEACH, FL 33441 PH:(954)427-2206 FX:(954)426-2009 INVOICE: 220042053 CUSTOMER #: 020735 BILLING TEL: 772-286-5123 SITE TEL: 772-286-5123 SALESMAN: LAZARO PEREZ CUSTOMER PO: PENDING CONTRACTM 220009716 INVOICE DATE: 01/23/2025 SHIP TO: [SITE #: 87] TERMS: NET 30 KEY LARGO DEWATERING** 1005 ADAMS FL KEY LARGO FL 33037 INVOICE NOTES: LAZARO PEREZ 229 ONSITE ROOKIE 786-914-6503 RENTAL# QTY DESCRIPTION STATUS EXTENDED AMT 15911 1.00 CT012DS 12" PRIMERITE+ OUT $4,550.00' DAY: $1,011.11 WEEK: $2,022.22 4 WEEK: $4,550.00 SER#: 15911 DATE OUT: JAN 06/25 7:OOAM BILLED THRU: FEB 03/25 7:OOAM RENTAL PERIOD: 4 WEEK(S) 14131 1.00 CT012DS 12" PRIMERITE. DAY: $1,011.11 WEEK: $2,022.22 4 WEEK: $4,550.00 SER#: 14131 DATE OUT: JAN 06/25 7:OOAM BILLED THRU: FEB 03/25 7:OOAM RENTAL PERIOD: 4 WEEK(S) 14907 1.00 CT008DTSP 8" PRIMERITE+ DAY: $496.67 WEEK: $993.33 4 WEEK: $2,235.00 SER#: 14907 DATE OUT: JAN 06/25 7:OOAM BILLED THRU: FEB 03/25 7:OOAM RENTAL PERIOD: 4 WEEK(S) 8432 1.00 CT008DSSP 8" PRIMERITE+ OUT $4,550.00 OUT $2,235.00; OUT $2,235.00 DAY: $496.67 WEEK: $993.33 4 WEEK: $2,235.00 SER#: 8432 DATE OUT: JAN 06/25 7:OOAM BILLED THRU: FEB 03/25 7:OOAM RENTAL PERIOD: 4 WEEK(S) 13830 1.00 CT008DTSP 8" PRIMERITE SILENT+ OFF $0.00 SER#: 13830 DATE OUT: JAN 16/25 7:OOAM BILLED THRU: JAN 16/25 7:OOAM 4254 1.00 10" HYD SUBM HTC OUT $1,000.00 DAY: $222.22 WEEK: $444.44 4 WEEK: $1,000,00 SER#: 4254 DATE OUT: JAN 06/25 7:OOAM BILLED THRU: FEB 03/25 7:OOAM RENTAL PERIOD: 4 WEEK(S) 13150 1.00 200ODSSP HYDRAULIC DRIVE UNIT OUT $1,1 000 0 DAY: $244.44 WEEK: $488.89 4 WEEK: $1,100,00 SER#: 13150 DATE OUT: JAN 06/25 7:OOAM BILLED THRU: FEB 03/25 7=AM RENTAL PERIOD: 4 WEEK(S) HYD12 3.00 3/4" X 50' HP HYDRAULIC HOSE OUT $195.00 DAY: $14.44 WEEK: $28.89 4 WEEK: $65.00 DATE PRINTED: 01/23/2025 11:27 DATE CREATED: 01/23/2025 MARLENA FANELLI DIV: 220 PAGE 1 OF 4 REMIT PAYMENT TO: MWI CORPORATION 33 NW 2ND STREET DEERFIELD BEACH, FL 33441 PH:(954)427-2206 FX:(954)426-2009 The Power to Move Water- INVOICE: 220042053 CUSTOMER #: 020735 BILLING TEL: 772-286-5123 SITE TEL: 772-286-5123 SALESMAN: LAZARO PEREZ CUSTOMER PO: PENDING CONTRACT#: 220009716 INVOICE DATE: 01/23/2025 RENTAL# QTY DESCRIPTION STATUS EXTENDED AMT DATE OUT: JAN 06/25 7:OOAM BILLED THRU: FEB 03/25 7:OOAM RENTAL PERIOD: 4 WEEK(S) HYD20 3.00 1-1/4" X 50' HP HYDRAULIC HOSE OUT $195.00, DAY: $14.44 WEEK: $28.89 4 WEEK: $65.00 DATE OUT: JAN 06/25 7:OOAM BILLED THRU: FEB 03/25 7:OOAM RENTAL PERIOD: 4 WEEK(S) HYD24 3.00 1-1/2" X 50' HP HYDRAULIC HOSE OUT $195.00 DAY: $14.44 WEEK: $28.89 4 WEEK: $65.00 DATE OUT: JAN 06/25 7:OOAM BILLED THRU: FEB 03/25 7:OOAM RENTAL PERIOD: 4 WEEK(S) BS08X20B 7.00 8" X 20' BLK SUCTION BAUER OUT $1,435.00' DAY: $45.56 WEEK: $91.11 4 WEEK: $205.00 DATE OUT: JAN 06/25 7:OOAM BILLED THRU: FEB 03/25 7:OOAM RENTAL PERIOD: 4 WEEK(S) BS08X20B 4.00 8" X 20' BLK SUCTION BAUER OUT $820.00 DAY: $22.78 WEEK: $68.33 4 WEEK: $205.00 DATE OUT: JAN 09/25 7:OOAM BILLED THRU: FEB 03/25 7:OOAM RENTAL PERIOD: 3 WEEK(S) 4 DAY(S) LF08X50B 4.00 8" X 50' LAYFLAT BAUER OUT $820.00, DAY: $45.56 WEEK: $91.11 4 WEEK: $205.00 DATE OUT: JAN 06/25 7:OOAM BILLED THRU: FEB 03/25 7:OOAM RENTAL PERIOD: 4 WEEK(S) WC08X20A 2.00 8" X 20' WILCOX ANSI OUT $1,190.00 DAY: $132.22 WEEK: $264.45 4 WEEK: $595.00 DATE OUT: JAN 06/25 7:OOAM BILLED THRU: FEB 03/25 7:OOAM RENTAL PERIOD: 4 WEEK(S) BA12F 2.00 12" BAUER FEMALE X 12" ANSI OUT $190.00, DAY: $21.11 WEEK: $42.22 4 WEEK: $95.00 DATE OUT: JAN 06/25 7:OOAM BILLED THRU: FEB 03/25 7:OOAM RENTAL PERIOD: 4 WEEK(S) BS12X20B 4.00 12" X 20' BLK SUCTION BAUER OUT $1,980.00 DAY: $110.00 WEEK: $220.00 4 WEEK: $495.00 DATE OUT: JAN 06/25 7:OOAM BILLED THRU: FEB 03/25 7:OOAM RENTAL PERIOD: 4 WEEK(S) KF12X20B 4.00 12" X 20'KANAFLEX BAUER OUT $1,9 008 0 DAY: $110.00 WEEK: $220.00 4 WEEK: $495.00 DATE OUT: JAN 06/25 7:OOAM BILLED THRU: FEB 03/25 7:OOAM RENTAL PERIOD: 4 WEEK(S) KF12X20B 1.00 12" X 20'KANAFLEX BAUER OUT $495.00 DAY: $54.98 WEEK: $164.99 4 WEEK: $495.00 DATE OUT: JAN 09/25 7:OOAM BILLED THRU: FEB 03/25 7:OOAM RENTAL PERIOD: 3 WEEK(S) 4 DAY(S) KF12XIOB 2.00 12" X 10' KANAFLEX BAUER OUT $495.00,' DATE PRINTED: 01/23/2025 11:27 DATE CREATED: 01/23/2025 MARLENA FANELLI DIV: 220 PAGE 2 OF 4 REMIT PAYMENT TO: MWI CORPORATION 33 NW 2ND STREET DEERFIELD BEACH, FL 33441 PH:(954)427-2206 FX:(954)426-2009 The Power to Move Water- INVOICE: 220042053 CUSTOMER #: 020735 BILLING TEL: 772-286-5123 SITE TEL: 772-286-5123 SALESMAN: LAZARO PEREZ CUSTOMER PO: PENDING CONTRACT#: 220009716 INVOICE DATE: 01/23/2025 RENTAL# CITY DESCRIPTION STATUS EXTENDED AMT DAY: $27.50 WEEK: $82.50 4 WEEK: $247.50 DATE OUT: )AN 09/25 7:OOAM BILLED THRU: FEB 03/25 7:OOAM RENTAL PERIOD: 3 WEEK(S) 4 DAY(S) HD12X20A 18.00 12" X 20FT HDPE SPOOL ANSI OUT $2,610.00 DAY: $32.20 WEEK: $64.40 4 WEEK: $145.00 DATE OUT: )AN 06/25 7:OOAM BILLED THRU: FEB 03/25 7:OOAM RENTAL PERIOD: 4 WEEK(S) 1WC12X10A 3.00 12" X 10FT WILCOX ANSI OUT $1,485.00; DAY: $55.00 WEEK: $165.00 4 WEEK: $495.00 DATE OUT: )AN 09/25 7:OOAM BILLED THRU: FEB 03/25 7:OOAM RENTAL PERIOD: 3 WEEK(S) 4 DAY(S) HD12X5A 2.00 12" X 5 FT HDPE ANSI PIPE OUT $72.50 DAY: $4.03 WEEK: $12.08 4 WEEK: $36.25 DATE OUT: )AN 06/25 7:OOAM BILLED THRU: FEB 03/25 7:OOAM RENTAL PERIOD: 4 WEEK(S) 9001-00 2.00 8" 90 DEG FLANGED STEEL ELBOW OUT $15 00 0 DAY: $16.67 WEEK: $33.33 4 WEEK: $75.00 DATE OUT: )AN 06/25 7:OOAM BILLED THRU: FEB 03/25 7:OOAM RENTAL PERIOD: 4 WEEK(S) BE12X90 5.00 12" BAUER ELBOW 90 ANSI OUT $625.00 DAY: $27.78 WEEK: $55.56 4 WEEK: $125.00 DATE OUT: )AN 06/25 7:OOAM BILLED THRU: FEB 03/25 7:OOAM RENTAL PERIOD: 4 WEEK(S) BE12X90 1.00 12" BAUER ELBOW 90 ANSI OUT $125.001' DAY: $13.89 WEEK: $41.67 4 WEEK: $125.00 DATE OUT: )AN 09/25 7:OOAM BILLED THRU: FEB 03/25 7:OOAM RENTAL PERIOD: 3 WEEK(S) 4 DAY(S) CV08 1.00 CHECK VALVE 8" OUT $145.00 DAY: $16.11 WEEK: $48.33 4 WEEK: $145.00 DATE OUT: )AN 09/25 7:OOAM BILLED THRU: FEB 03/25 7:OOAM RENTAL PERIOD: 3 WEEK(S) 4 DAY(S) 16201-00 1.00 12 X 8 FLANGE REDUCER OUT $0 DATE OUT: )AN 09/25 7:OOAM BILLED THRU: FEB 03/25 7:OOAM RENTAL PERIOD: 3 WEEK(S) 4 DAY(S) SUBTOTAL RENTALS: $30,872.50 RENTAL OUTSTANDING ON CONTRACT 15911 1.00 CT012DS 12" PRIMERITE+ DATE/TIME OUT: DEC 09/24 7:OOAM 14131 1.00 CT012DS 12" PRIMERITE. DATE/TIME OUT: DEC 09/24 7:OOAM 14907 1.00 CT008DTSP 8" PRIMERITE+ DATE/TIME OUT: DEC 09/24 7:OOAM 8432 1.00 CT008DSSP 8" PRIM ERITE+ DATE/TIME OUT: DEC 09/24 7:OOAM 4254 1.00 10" HYD SUB HTC DATE/TIME OUT: DEC 09/24 7:OOAM 13150 1.00 2000DSSP HYDRAULIC DRIVE UNIT DATE/TIME OUT: DEC 09/24 7:OOAM DATE PRINTED: 01/23/2025 11:27 DATE CREATED: 01/23/2025 MARLENA FANELLI DIV: 220 PAGE 3 OF 4 REMIT PAYMENT TO: MWI CORPORATION 33 NW 2ND STREET DEERFIELD BEACH, FL 33441 PH:(954)427-2206 FX:(954)426-2009 The Power to Move Water- INVOICE: 220042053 CUSTOMER #: 020735 BILLING TEL: 772-286-5123 SITE TEL: 772-286-5123 SALESMAN: LAZARO PEREZ CUSTOMER PO: PENDING CONTRACT#: 220009716 INVOICE DATE: 01/23/2025 RENTAL OUTSTANDING ON CONTRACT HYD12 3.00 3/4" X 50' HP HYDRAULIC HOSE DATE/TIME OUT: DEC 09/24 7:OOAM HYD20 3.00 1-1/4" X 50' HP HYDRAULIC HOSE DATE/TIME OUT: DEC 09/24 7:OOAM HYD24 3.00 1-1/2" X 50' HP HYDRAULIC HOSE DATE/TIME OUT: DEC 09/24 7:OOAM BSOSX20B 7.00 8" X 20' BLK SUCTION BAUER DATE/TIME OUT: DEC 09/24 7:OOAM BSOBX20B 4.00 8" X 20' BLK SUCTION BAUER DATE/TIME OUT: JAN 09/25 7:OOAM LF08X50B 4.00 8" X 50' LAYFLAT BAUER DATE/TIME OUT: DEC 09/24 7:OOAM WC08X20A 2.00 8" X 20' WILCOX ANSI DATE/TIME OUT: DEC 09/24 7:OOAM BA12F 2.00 12" BAUER FEMALE X 12" ANSI DATE/TIME OUT: DEC 09/24 7:OOAM BS12X20B 4.00 12" X 20'BLK SUCTION BAUER DATE/TIME OUT: DEC 09/24 7:OOAM KF12X20B 4.00 12" X20'KANAFLEX BAUER DATE/TIME OUT: DEC 09/24 7:OOAM KF12X20B 1.00 12" X20'KANAFLEX BAUER DATE/TIME OUT: JAN 09/25 7:OOAM KF12X1OB 2.00 12" X 10' KANAFLEX BAUER DATE/TIME OUT: JAN 09/25 7:OOAM HD12XZOA 18.00 12" X 20FT HDPE SPOOL ANSI DATE/TIME OUT: DEC 09/24 7:OOAM WC12X1OA 3.00 12" X 10FT WILCOX ANSI DATE/TIME OUT: JAN 09/25 7:OOAM HD12X5A 2.00 12" X 5 FT HDPE ANSI PIPE DATE/TIME OUT: DEC 09/24 7:OOAM 9001-00 2.00 8" 90 DEG FLANGED STEEL ELBOW DATE/TIME OUT: DEC 09/24 7:OOAM BE12X90 5.00 12" BAUER ELBOW 90 ANSI DATE/TIME OUT: DEC 09/24 7:OOAM BE12X90 1.00 12" BAUER ELBOW 90 ANSI DATE/TIME OUT: JAN 09/25 7:00AM CV08 1.00 CHECK VALVE 8" DATE/TIME OUT: JAN 09/25 7:OOAM 16201-00 1.00 12 X 8 FLANGE REDUCER DATE/TIME OUT: JAN 09/25 7:OOAM SERVICES# CITY DESCRIPTION UNIT PRICE AMOUNT 1 1.00 DELIVERY $425.00 $425.00 1 12/18/2024- MATERIALS DELIVERERD TO SITE 1.00 DELIVERY $425.00 $425.00 01.09.2025 �ERF ENVIRONMENTAL FEE $313.40 $313.40 SUBTOTAL SERVICES: $1,163.40 TAXES TAXABLE AMOUNT [6% STATE $31,185.90 $1,871.15. 1.5% MONRO $31,185.90 $75.00 SUBTOTAL TAXES: $1,946.15 GRAND TOTAL: $33,982.05 DATE PRINTED: 01/23/2025 11:27 DATE CREATED: 01/23/2025 MARLENA FANELLI DIV: 220 PAGE 4 OF 4 REMIT PAYMENT TO: MWI CORPORATION 33 NW 2ND STREET DEERFIELD BEACH, FL 33441 PH:(954)427-2206 FX:(954)426-2009 The Power to Move Water- INVOICE • 220043237 CUSTOMER #: 020735 BILLING TEL: 772-286-5123 SITE TEL: 772-286-5123 SALESMAN: LAZARD PEREZ CUSTOMER PO: 4473-2024-020 CONTRACT#: 220009982 INVOICE DATE: 07/31/2025 BILL TO: SHIP TO: [SITE #: 87] TERMS: NET 30 FERREIRA CONSTRUCTION KEY LARGO DEWATERING** 6101 NW 74TH AVE 1005 ADAMS FL MIAMI FL 33166 Job number: FCC4473 KEY LARGO FL 33037 INVOICE NOTES: LAZARO PEREZ 229 ONSITE ROOKIE 786-914-6503 RENTAL# QTY DESCRIPTION STATUS EXTENDED AMT RR01-00 1.00 21K TANK- FMS2124915 OUT $2,400.00' DAY: $533.30 WEEK: $1,066.67 4 WEEK: $2,400.00 DATE OUT: JUL 14/25 8:00AM BILLED THRU: AUG 11/25 8:OOAM RENTAL PERIOD: 4 WEEK(S) SUBTOTAL RENTALS: $2,400.00 RENTAL OUTSTANDING ON CONTRACT RR01-00 1.00 21KTANK- FMS2124915 DATE/TIME OUT: JUL 14/25 8:OOAM SERVICES# CITY DESCRIPTION UNIT PRICE AMOUNT [1 1.00 DELIVERY $1,250.00 $1,250.00 2 1.00 PICKUP $1,250.00 $1,250.00 SUBTOTAL SERVICES: $2,500.00 TAXES TAXABLE AMOUNT [6% STATE $2,400.00 $144.00 1.5% MONRO $2,400.00 $36.00 SUBTOTAL TAXES: $180.00 GRAND TOTAL: SS.080.00 DATE PRINTED: 07/31/2025 07:54 DATE CREATED: 07/31/2025 MARLENA FANELLI DIV: 220 PAGE 1 OF 1 I C IR S I[:::: II III IPAY II IF III II O 530,,,. 74, II O 57 II:31 ICE IC:::)DING S 1F0NCE I::RFII S IBaclku for S,1 I Relocation, From: Andres Perez <APerez@ferreiraconstruction.com> Sent: Friday, September 19, 2025 11:40 AM To: Romano, David; Sabbag, Anthony A. Cc: Joel Hitchman Subject: RE: FCC4473 Twin Lakes - RFI #38 Conflict drainage S-1 to S-2 and Sewer MH Attachments: Twin Lakes - RCO #10 ReOocation o6 S-1 per RFII 38„pdf David, See attached our RCO #10 regarding the additional work forth e relocation of structure S-1. Please review and let me I<now if you have any questions. Please provide your approval so we may proceed with the work. Thankyou, f' rf rf l'lr-M0 ProJect. a aa7er M 305.506.7028 H P 305.805.6900 Ext. 690 6101 NW 74th Ave.. Miairni, IFL 33166 Ferre'iraConstruct:ion.corn Uiiilf,)n,it; 111i1, uiuj�: ,), tl1 I1j, rd� From: Andres Perez Sent: Friday, September 5, 2025 11:21 AM To: Romano, David <David.Romano@hdrinc.com> Cc: Sergio Lacayo <SLacayo@ferreiraconstruction.com>; Joel Hitchman <JHitch man @ferreiraconstruction.com>; Sabbag, Anthony A. <anthony.sabbag@hdrinc.com>; Montiel- Leonel <montiel-leonel@monroecounty-fl.gov> Subject: RE: FCC4473 Twin Lakes - RFI #38 Conflict drainage S-1 to S-2 and Sewer MH David, Thanks for the response to this RFI. We will proceed accordingly. Please note that there will be some additional cost for the removal and reinstallation of the structure. We will also evaluate any possible cost impacts regarding the re -grading of the swale to allow water to flow towards the new location of S-1. Please receive this email as our notice of intent to seek compensation for this additional work. We will prepare the respective RCO and submit as soon as possible. Thonkyou, ProJect.Manager &1305.506.7028 //P3O5.8O5.690OExt. 69D 6101 NW 74`"Ave�Miami, IFL33106 FerreiraConstrmction.uonm TI Bui�dinthe Futunewth de From: Romano, David Sent: Friday, August 39,2OZ55:07PK4 To: Andres Perez Cc: Sergio Lacayo ]oe|Hitchman Sabbag, Anthony A. ;K4ontie|' Leone| > Subject: RE: F[[4473Twin Lakes RF|#38Conflict drainage S'1toS'Jand Sewer MH Caution: This is an external email. Please be mindful when clicking Links or opening Andrea' Please find attached the RFI #38 response from the EOR along with plan revision 13, (Sheets G-1A and RD-1 A) regarding new Location for structure S-1. Thanks, IIII)aVid 1111toini'vairm,1111:11111111:: :" 111)786 264-3871 IIIW305 525 4050 Mdhnc.com/bl|Ume-ms From: Andres Perez <A�Fleirez(ibfer��ii�acom�i�,�A(",t�om.com> Sent: Thursday, August 28 20259:30AK4 To: Romano, David Cc: Sergio Lacayo ]oe|Hitchrnan >;Sabba8,Anthony A. Montie|' Leonel <rnontiell-Ileoir:6 mono°oco: !1t -h- a�r> Subject: RE: FCC4473 Twin Lakes - RFI #38 Conflict drainage S-1 to S-2 and Sewer MH David, We completed the soft digging at the location proposed by the EOR. We discovered that the existing WM line has some kind of deviation, and its alignment is shifting towards the east. The distance from the EOP to the CL of the existing WM line is 45 inches. This information confirms that there is no space to place the structure between the WM and the sewer line. Taking into consideration the information above, we performed another soft digging around 20 ft more towards the north side where the sewer line ends and confirmed that there is space to place the structure on the east side of the existing WM line. See sketch below and let me know if this can work from the EOR's perspective. d = GG PROP. ELEC;, DUCT 6AMh ?� SEE SHEETS EC..JATO EC'-14A f WETLAND a n1LA _r Ex. EiP Existing W 1 line wcrLaW h l 70 33" .3�9" cr, 12 c �i a4 N a' 33' 38" E yy _ I- ._ - - s .. .... y _....._._ �i� Ln -- — - - — ram....._ .� -- 1.28 _-ICl - ..,3U 5 7 �Fi7'. Conflictwith existing sewer manhole PROP r5°" SIRM PINE' N `��tiuHrir►rrrrrrr * N444343 •, 4+ * .CC UJ STATE OF 44 4 Thankyou, Project.Mana.ger M 305.506.7028 H P 305.805.6900 Ext. 690 6101 NW 74"' Ave. Miami, FL 33166 Feu°'ireure.iCoiii!;tiruict�oiii.coii,yi M BiAdrfiiq��, die uh.ii,e v/ifl'i From: Andres Perez Sent: Tuesday, August 5, 2025 3:39 PM To: Romano, David <D-)viid.Roirriaa,io(�,)� u(Iii,-lri(�,,coii,vl> Cc: Sergio Lacayo Joel Hitchman Sabbag, Anthony A. Montiel- Leonel <irrnoii,itliell-l�eoirielld)irrnoii°iii-o(,c,(.)uiii-atv-fl,zov> Subject: RE: FCC4473 Twin Lakes - RFI #38 Conflict drainage S-1 to S-2 and Sewer MH David, Received and I am in total agreement with the note; however, this note applies to `proposed work'A, and the what the FOR is asking for is not proposed work but additional work. In this case, the pre -trenching that was performed by us prior to construction does not apply. Let me I<now if you agree. UTILITIES SHOWN ON THESE PLANS SHEETS ARE APPROXIMATE & ADDITIONAL UTILITIES MAY EXIST IN THE FIELD THAT ARE NOT SHOWN ON THE PLANS. THE CONTRACTOR MUST INCLUDE AS PART OF HIS/HER BID, AN ITEM FOR PRE -TRENCHING TO ENSURE THAT NO PORTION OF THE PROPOSED WORK CONFLICTS WITH ANY Ul IL17 IES, PRIOR TO CONSTRUCTION, IF POTENTIAL CONFLICTS ARE FOUND, THEN THE CONTRACTOR MUST NOTIFY THE OWNER, ENGINEER & UTILITY OWNER AT LEAST SEVEN (7) DAYS ADVANCED NOTICE PRIOR TO CONSTRUCTION. THIS NOTIFICATION SHALL INCLUDE SURVEY INFORMATION ABOUT THE CONFLICTING UTILITY'S HORIZONTAL & VERTICAL ALIGNMENT, FAILURE ON THE CONTRACTOR'S PART TO PRE -TRENCH PRIOR TO CONSTRUCTION IS AT HIS/HER OWN RISK & BY SO DOING RELIEVES THE OWNER & THE ENGINEER OF ANY & ALL LIABILITIES & COSTS ASSOCIATED WITI-1 RESOLVING UTILITY CONFLICTS, IN ADDITION, NO ADDITIONAL COMPENSATION W111, BE GRANTED FOR ANY COSTS INCURRED AS A RESULT OF FAILURE ON THE CONTRACTOR'S PART TO PRE -TRENCH, Thanks, Prpiect.Manager M 305.506.7028 H P 305.805.6900 Ext. 690 6101 NW 74 lh Ave. N/liairni, 11-133166 FTTn&aConsb%KAkxvcom LOT �mM-1 ll'We From: Romano, David <EMvkLRomano6FhdMnncarn> Sent: Tuesday, August 5, 2025 3:27 PM To: Andres Perez <AIPeirez@f(ir,ir'eiii,a(::c�)instirkAc�tioii,i.c(�:)ii,yi> Cc Sergio Lacayo Wtchman <JFhtchrnan6Pfe"ehoconstuchonxum>; Sabbag, Anthony A. >; Mondel- Leone! <mon tie! NonekS mmmmecou nAYL—El �E'120v> Subject: RE: FCC4473 Twin Lakes - RFI #38 Conflict drainage SO to SO and Sewer POH Caution: This is an external email. Please be mindful when clicking links or opening attachments. Andres, Please refer to note 1 found on plan sheet G-1 0Awhemby these costs are to be included K your bid under pre -trenching. PRE-TRENCA"NG NOTES Lq-ILprjL,-,S Sfll,'YWk ON rHESE PLAMS SHEETS ARE APPROXIMATE & ADDITIONAL UTiLlUES MAY EXMT iN IHE FIELD Tow ARE hOT SHOWN OM F% PLANS 04f, a:ONTAAcrw mmy incumf wNrAr OF IVIMER' 8,1D, AN !TEAO, FOR, PRE4RENUHNG TO ENRAE THAT NO PMTMN OF NFL p p4l"POS E CA IWOPK C ON F Ll C T S ANtr, d I' I L t T, t L" 5 " pki f1l) k T Ll ff POTENTIAL cohruCTS AWE WUND, rHEN FHE' C'l0lNl'pAfl:r0R MUST 'N"OfIFY THE JIANEA, LLNw`i".w1kLER & LUILlf"?, OWVlk 40" LEAvr sEvEN f7i vAys MWANCED Pgb)k X'iO I'HIS N011FICATION SHALL INCLUDE S�URVLY l0dF0RXfArb0N A134,'Ull' Tket" CONFLICTIN6 UTIL/Try HORIZONIAL & VL'dRI'R,,AL ALR,iNML'N7, f,A]LURL ON IME COWRNFOWS PART 10 PRE-TREAKH PRIaR FO )N5FRVCJl0N 15 AF HNIHER OWN RISK & BY SO VDIWG Rumas rm owuER & THc' LNUMEER Of ANY & ALL LM814111CS iflv A5�50(,PATLC) W)FIf RESOLVING UTILITY CONFLias. IN ADDRIOM NO AVOU70NAL COMPMMION A'I�L 04 (�RAAULO li(,N,R ANY 91V(ORAI'A5 A R45ULF Of 1,41LUAI (,)Al NJiC CONTRAC100 PART FO PR0TRENCJ4 Thanks, 111I)aVillild 111140111,1111alli'lo" 111)786 264 3871 IIIW 305 525 4058 hdhnc.omm/fol|Umw-ms From: Andres Perez Sent: Tuesday, August 5'Z0252:49PM To: Romano, David Cc: Sergio Lacayo ]oe|Hitchrnan >;Sabba0,AnthonyA. Montie|' Leone| > Subject: RE: F[C4473Twin Lakes RF|#3AConflict drainage S'1toS'2and Sewer MH David, I can prepare an RCO for your approval. so we can proceed with the request bythe EOR. 1. Toverify the existing utilities, vveuse mvacuum truck tosoft dig the area and expose the utilities. 2. Bring a survey crew on -site to do an as -built on the existing swale and provide the info tothe E{JR. Let me know if I shouLd provide the RCO. Thanks, Project.Manager KU3O5.5O5.7OZ8 //P3O5.005.69OOExt. b90 5101 NW 74 I"Ave. Miami, IFL33l66 M BuUdingthe Future with Pride From: Romano, David Sent: Tuesday, August S,Z0J5Z:11Pk4 To: Andres Perez Cc: Sergio Lacayu ]oe|Hitchnoan >;3abba0,Anthony A. ; Montie|' Leone| <rnondekleoine� Subject: RE: FCC4473Twin Lakes RF|#3QConflict drainage 3'1toS'2and Sewer MH Caution: This is an external email. Please be mindful when clicking links or opening attachments. Andres, Can you please then provide the information highlighted in yellow below for the EOR? 1. Move S-01 north just past the existing sewer MH and regrade east swale Brown to the new inlet location and create positive drainage. This will require the following field information: o Please verify new S-01 location will not cause conflicts with existing utilities. o Need topo information in the swale area to ensure swale can be regraded without causing impacts to the corner property driveway. W ��- - — qI Thanks, III aviliiu IIII'1oinim inn, IIII"""IIIIVIII 11:1 786•••264-3871 IIIb4 305•••525•••4058 hditiiinic.coir i/foIIIIo~aw•••us From: Andres Perez < IPeir,ez(� feu ii"(��iir c:oii,is t' ii"u.ucti:::u,:.:;oii r�> Sent: Tuesday, August 5, 2025 2:02 PM I To: Romano, David Cc: Sergio Lacayo Joel Hhzhman Sabbag, Anthony A. Montie|' Leone| Subject: RE: FCC4473 Twin Lakes - RFI #38 Conflict drainage S-1 to S-2 and Sewer MH Good afternoon David, After further reviewwith our team, we beLieve that the best option is #2. Option #1: We've confirmed that the water main is Located as shown in the pictures and 811 locates, not as per the original plans. This was further verified during the installation of S-1, where the WM tine was exposed. As a result, shifting the drainage pipe westward is not afeasible aobution. Option #3: There is insufficient space between the existing sewer manhoLe and adjacent private properties, mal<ing this option unworkabLe. Please see the photo beLow for reference. Option #2: Based on current conditions, this remains the only feasibLe solution. Thankyou' ��t.Mana.ger KU3U5.5Oh.7028 //P3O5.005.09OOExt. b9U 6101 NW74"Ave. Miami, FL33166 M BuUdin�'the Future with Pride From: Romano, David Sent: Tuesday, August 5,2O2S11:J4AM To: Andres Perez Cc: Sergio Lacayo ; Joel Hitchman >;5abbag,AnthonyA. ;��nntie|' Lenne| Subject: FVV:FC[4473Twin Lakes 'RF|#3OConflict drainage S'1toS'Zand Sewer MH Caution: This is an external email. PLease be mindful when clicking Links or opening Good morning Andres, The EOR is evaLuating three different options for resolving the RFI 38 confLict but needs some additional. fioidinformation from your team. Pioueosee below and get back touewith the necessary information. Thanks, 11113avild 1111toini'vairio"1111:11111111:: :" 111)786 264 3871 IIIW305 525 4058 Mdhnc.cmm/bl|Ums-ms From: Soto, Luis Sent: Tuesday, August 5' 2025 11:12AM To: Romano, David Cc: Corning, Gregory Pierre'Louis,VVio|er Sabbag, Anthony A. ; Mnntie|'Leone| ft "L' ou> Subject: RE: FCC447STwin Lakes RF|#3QConflict drainage 6'1tnS'%and Sewer MH GM David, before I provide a direction to fix this condition, I am evaluation three potential solutions to avoid this conflict, but I need additional information and your input on the proposed options: 1. Move S-01 west closer to the pavement. However, this will require additional field information: o The existing water main in the design plans is located under the pavement. F, IEAsting WM line 1 IS NO"0431 r vm �w+wmmr�.wwawwxa. Q ... 3(1 9C4—._....__3(].�...._.... .,...--40 .. ... .., ..�_..If�— —K)——— I o The photos in this RFI show 3 water mainlines depicted in the blue highlighted area. Please confirm that the location of the active WM has been verified and potholed for actual location. U 2. Move S-01 north just past the existing sewer MH and regrade east swale Brown to the new inlet location and create positive drainage. This will require the following field information: Please verify new S-01 location will not cause conflicts with existing utilities. Need topo information in the swale area to ensure swale can be regraded without causing impacts to the corner property driveway. -5 n 3. Shift S-01 and S-02 and connecting pipe to the east behind and east side of the sewer MH following the alignment of an existing abandon water main. This will require the following information: o Please confirm if this water main is abandoned. o The new alignment clears the existing gravity sewer service connections. Om5),,� 9blkv OR Existing �� U^ ~�^ ~�� ~"°" ,8ne I I sewer rnanlho�e N Thanks Luis Soto, PE Sr. Vice President Water Resources Engineering 239-896-5577 From: Romano, David Sent: Monday, August 4,ZO254:53PK4 To: Soto, Luis Cc: Corning, Gre8ory Pierre-Louis,VVis|er Sabba8,Anthony A. ; Mnntie|'Leone| ft�g�x Subject: FCC4473 Twin Lakes - RFI #38 Conflict drainage S-1 to S-2 and Sewer MH Good afternoon Luis ' Please find attached for your review FCC's RFI #38 regarding a conflict found between the proposed 15-in drainage pipe and an existing sewer MH. 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