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Home My WebLink AboutCSA #4 Upper Stonecrop Drainage ImprovementsCITY OF SEBASTIAN, FLORIDA WORK AUTHORIZATION FORM CONSULTANT SERVICE AGREEMENT (CSA) CARTER ASSOCIATES, INC. 1708 21 ST STREET VERO BEACH, FL 32960 Work Authorization No: CSA - 4 Proiect Title: Upper Stonecrop Drainage Improvement Project IT IS AGREED to undertake the following work in accordance with the provisions of the Carter Associates, Inc., Master Agreement entitled NON-EXCLUSIVE ENGINEERING CONSULTING SERVICES AGREEMENT — CITYWIDE dated February 22, 2021. Description of Assignment: Carter Associates, Inc. will provide civil engineering services for the Stonecrop Project as describer in the Scope of Work— Exhibit A. 1. Pricing Description TOTALS Task 1 A — Site Survey $25,095.00 Task 2—Preliminary Planning $16,536.00 Task 3 — Drainage Design and Modeling $27,924.00 Task 4 — Construction Plan Preparation $25,272.00 Tasks — Permitting $12.324.00 Task 6 — Grant Application Assistance $7,800.00 Task 7 — Construction Services $35,232.00 Reimbursable Expenses $3,000.00 Option 1 —Additional Site Survey $22,775.00 2. Deliverables Provided to the City (surveys, plans, etc.) Description Quantity See the detailed Scope of Work attached (Exhibit A) 1 3. Basis of Compensation/Period of Services: The above referenced description for CSA #4 will be performed for a fee in the amount of $172,958.00. CSA#4 Page 1 of 3 Document ID: B1 3EA55DDF3782985E59982AE9026F8B CITY OF SEBASTIAN, FLORIDA WORK AUTHORIZATION FORM CONSULTANT SERVICE AGREEMENT (CSA) AGREED: CARTER ASSOCIATES, INC. r wvt / /. —81GC/7z To 9163A9FE 54ED 4850 B942.OD68- 13IgIW lly signed by <jblum@canerassoccom> June 13, 2025 04:16 PM EDT John Blum, President Date: 06/13/2025 Attest: ID: O88DE3F6-202F-4762-AC5B-8FEC5... Digitally signed by sjwllllams@cltyofsebasdan.org> JuM 01. 202501:07 PM EDT Jeanette Williams, MMC, City Clerk Approved by City Council on 6/25/2025. CSA k 4 CITY OF SEBASTIAN: ID: 72713CE87-C84C45E6-883M71B7... Digitally signed by 4benton@cityofsebast1an.org> July 01, 202512:41 PM EDT Brian Benton, City Manager Date: 07/01 /2025 Approved as to Form and Content for Reliance by the City of Sebastian only: �� ID: OBSD10C9 FB70-0 D-Al9E-05E98... DlglWlly signed by <c0ckcr0R@aity0fsebasVan.ar9> lune 26.202511:54 AM EDT Jennifer D. Cockcroft, Esq., City Attorney Page 2 of 3 Document ID: B13EA55DDF3782985E59982AE9026F8B CITY OF SEBASTIAN, FLORIDA WORK AUTHORIZATION FORM CONSULTANT SERVICE AGREEMENT (CSA) ExhibitA Scope of Work CSA # 4 Page 3 of 3 Document ID: B13EA55DDF3782985ES9982AE9026FBB m L�� ccmp ny April 23, 2025 Ms. Karen Miller, P.E. Director of Public Works / City Engineer City of Sebastian 1225 Main Street Sebastian, Florida 32958 RE: Civil Engineering Services Agreement Upper Stonecrop Drainage Improvement Project CAI Proposal No. 2543935 (Ref. Proj. No. 21349) Dear Karen: We are pleased to present this proposed agreement to provide civil engineering services for the below described tasks at the Upper Stonecrop Project. We propose the following scope of services and corresponding fees in accordance with the Professional Services Agreement (PSA) effective April 23, 2025, between Carter Associates, Inc. (CAI) and City of Sebastian (CLIENT). PROJECT LIMITS: This proposal and the services detailed within pertain to the proposed drainage canal improvements located in the canal right -of way between Brookedge Terrace / Tulip Drive and between Laconia Street / Clearbrook Street in Sebastian, Florida 32958. SCOPE OF SERVICES: The following outline and scope of services is provided: Task 1A — Site Survev Perform and prepare Boundary/Control Survey: o Recover and / or re-establish subject block, lot and centerline control for establishment of block, lot lines and drainage right of ways. Prepare plan view drawings of block lot and right of way geometry with recorded monumentation and control points. Survey to include Block 239, Sebastian Highlands Unit 10 Establish Vertical Control (Benchmarks): o Differential levels (approximately 12,000 linear feet) from a published record vertical benchmark to establish near or on site temporary vertical benchmarks for survey, design, construction, and as -built purposes. Perform and prepare Topographic Survey: 1708 21st Street, Vero Beach, Florida 32960 • t 772.562.4191 • carterassoc.com P:\21-349 City of Sebastian - Stonecrop\Proposals\StoneCropPhase3.docx Page 1 of 5 Document ID: B13EA55DDF3782985E59982AE9026F8B o Observe and record horizontal and vertical data of existing on -site conditions improvement locations and ground elevations within 25 feet of the centerline of the 30 feet wide drainage right of way, points of intersection (changes of direction) and adjacent road right of ways. o Perform and prepare cross -sections of the 30 feet wide drainage right of way at lot line intersections or approximately every 80 feet, drainage right of way points of intersection (PI or changes of direction) and adjacent road right of ways o Perform as -built survey and cross sections of four (4) ditch right of way intersections with Laconia Street, Bayfront Terrace, Albatross Terrace and Rose Arbor (Tulip) Drive o Prepare plan view drawings of topographic survey an provide PDF and CAD files for engineering design. Task 2 — Preliminary Planning • Site visit to inspect site conditions such as topography and vegetation. Review potential impacts to adjacent properties. • Meet with design team and prepare conceptual plan alternatives for presentation to City of Sebastian. • Attend "kick-off' meeting with City Engineer and departments to review conceptual improvements plan. • Coordinate with utility providers to determine existing locations of water and sewer crossings. Task 3 — Drainage Design and Modeling Review and modify the ICPR model produced for the initial project between Laconia Street and Stonecrop Drive to identify existing conditions and prepare alternatives for each crossing. Review and produce report showing impacts throughout the watershed upon implementation of the proposed improvements. Prepare design for three new crossings and all proposed ditch inverts proposed in the design of the system. Task 4 — Construction Plan Preaaration • Prepare construction plans that will incorporate improvements for the City of Sebastian SWMS Capital Projects No. 15, 16 and 17. • Prepare phasing plan to identify the scopes of each improvement for use in separation of projects within the construction bidding. • Define any proposed re -grading of the existing ditches to prepare for armoring of the re -graded canal. • Review and note any private property impediments for construction within the right-of-way. • Prepare improvements plan for the southern ditch which may include armoring if specified by the CLIENT. • Coordinate with Geotechnical Engineer for soil boring locations, expected loads and criteria needed for any crossings. Soil testing is not included with this proposal and will be provided by the CLIENT. Page 2 of 5 Document ID: B13EA55DDF3782985E59982AE9026F8B • Preparation of traffic maintenance plans for the crossing installations. • Provide follow through during permitting process to address Sebastian review comments. • Prepare a tree removal plan to document any impacts on the existing vegetation. Task 5 — Permitting • Prepare and submit applications to the St Johns River Water Management District for coordination on the modifications to the canal. • Prepare exhibits and submit to the US Army Corps of Engineers for impacts to waters of the United States. Task 6 — Grant Aaalication Assistance Assist the CLIENT with production of exhibits needed for grant applications. Provide assistance in responding to any requests for additional information that may occur during the review process. Task 7 — Biddine and Construction Services • Prepare quantities estimates for bid form and technical specifications. • Attend Pre -Bid and Bid opening Meetings, respond to questions from Bidders. • Review bids and provide recommendations. • Attend council meeting to assist in questions regarding bids. • Provide coordination between contractor, permitting agencies, and CLIENT. • Provide "on -site" resident project representative for the duration of time required to meet permit conditions and provide routine reporting of substantial construction activities to the Engineer. • Complete and submit certification forms along with contractor provided "as-builts" to all permitting agencies. Option 1 — Additional Site Survev for Ditches Between Bavfront and Tulin Drive Perform and prepare Boundary/Control Survey: o Recover and / or re-establish subject block, lot and centerline control for establishment of block, lot lines and drainage right of ways. Prepare plan view drawings of block lot and right of way geometry with recorded monumentation and control points. Survey to include Part of Blocks 236 & 237 and all of Block 238, Sebastian Highlands Unit 10 Establish Vertical Control (Benchmarks): o Differential levels (approximately 2,000 linear feet) from previously established record vertical benchmark to establish near or on site temporary vertical benchmarks for survey, design, construction, and as -built purposes. Perform and prepare Topographic Survey: Page 3 of 5 lq7rA IT Document ID: B13EA55DDF3782985E59982AE9026F8B Observe and record horizontal and vertical data of existing on -site conditions improvement locations and ground elevations within 25 feet of the centerline of the 30 feet wide drainage right of way, points of intersection (changes of direction) and adjacent road right of ways. Perform and prepare cross -sections of the 30 feet wide drainage right of way at lot line intersections or approximately every 80 feet, drainage right of way points of intersection (PI or changes of direction) and adjacent road right of ways Prepare plan view drawings of topographic survey an provide PDF and CAD files for engineering design. COMPENSATION: We recommend authorization of the following fees for this assignment. TaskIA — Site Survey........................................................................................................ $25,095.00 Task2 — Preliminary Planning....................................................................................... $16,536.00 Task 3 — Drainage Design and Modeling,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,, $27,924.00 Task 4 — Construction Plan Preparation,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,, $25,272.00 Task5 — Permitting........................................................................................................... $12.324.00 Task 6 — Grant Application Assistance ,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,............... $7,800.00 Task7 — Construction Services.........................................................................................$35,232.00 Reimbursable Expenses....................................................................................................... $3,000.00 TOTAL FEES. .................................................................................................................. $150,183.00 Option 1— Additional Site Survey................................................................................... $22,775.00 TOTAL FEES WITH OPTION 1................................................................................. $172,958.00 ASSUMPTIONS: In developing this proposal, CAI represents to the CLIENT that the following assumptions have been made and that deviation from these assumptions may require additional expenditures on behalf of the CLIENT to CAI. 1. This proposal specifically excludes all application and/or impact fees, which shall be the responsibility of the CLIENT. 12 is s siif inuL alIsa...As have been ,.btai....a ...:ah r1:caJ all sen'iees ill t;as ra aairaw. r= limitai srly % saastaust' n sr_c. 3. Architectural, landscape, electrical, mechanical, and structural services are not included with this fee proposal. 4. Construction stakeout and as -built surveys are not included with this proposal. It is anticipated that the contractor will be responsible for construction stakeout and as -built surveys. CAI can provide these services for the contractor if he chooses. Page 4 of 5 Document ID: B1 3EA55DDF3782985E59982AE9026F8B Thank you for giving us the opportunity to submit a proposal for our services. We look forward to working with you on this project. Our receipt of a signed copy of this agreement will serve as our notice to proceed. Should you have any questions or need additional information, please do not hesitate to contact me at our office. Sincerely, Agreed to and Accepted: INC. By: Print Name: Clinton JAahies, P.E. Address: Date: Page 5 of 5 Document ID: B13EA55DDF3782985E59982AE9026FBB City of Sebastian SW MS Capital Project No. 15 saM4w oMn. rwc Idwn Mq.s,xx m wgw5ld.rw Mw / arakz] do O ! 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V S11 M1 OIM m) 57111 Y SIS 15.m3 OA 15.H1 $IM,Ls SY fl 111 SA Iit Slb V Y I,M] Sms Lm0 Hlm ilf SI• Il uS $5.105 59.Im XI•,IM SI9D.m1 Wlu Document ID: B13EA55DDF3782985E59982AE9026F8B IYY 4�gnMbSel]%dpµeavn F9p punv,mmN wml,.wllan-IIo.wM 1�.I.IwmS.sYdw.,wu. WmvMl¢vtlirye Tpapnry lM •MtlYMlv��avru*. u-Wtlt.wreylrcNp•e F�)6iM1T11fl,wdM1MuaImN�YNrt•M IxpVM•tlw��aeNy EarM sw [q Na gn,wl•aq•un v'. xp' d wnpp Ipww.y vrv..mL,w r e•pN mtlpn,M nlmma el oi%MS pu'm •p' [uMM14 •pptwlm,len H U n.M1 vuvr pNagaw.,m.o-na.,.a.yalpll. weag6..ingl..6M,4upn,ExYm,w[ww•nIM. luumu..munaw[.vl,mw•eww.ro6nwll. <pmwglp.,wwl.,lll I.eaallw,.w wa.nquuv M ):laaw Wryeb x5'. x. I6'aunMmMR 3x36Nev+.'vN, L•(Y/li. 95.Naumaava m' • SP xvnxn� ,m. xPV 51 u W. twnm� W eIpwldv,vemwne,MgMlpmoNwJ¢Mr�atbnnulvl6uJu IMun Mer(My V. 4mnNu4x%Mglu.mm h V T 0 —r PEi CITY OF SEBASTIAN CITY COUNCIL STAFF REPORT DATE June 25, 2025 TO Honorable Mayor and City Council THRU Brian Benton, City Manager Karen Miller, City Engineer & Special Projects FROM Director Consideration of CSA #4 for Carter and Associates, Inc. to begin design of the Upper Stonecrop SUBJECT Drainage Improvement Project in the amount of $172,958.00, and authorize the City Manager or designee to execute EXECUTIVE SUMMARY The City of Sebastian is currently midway to completion of the Stonecrop Drainage Project, funded through the Hazard Mitigation Grant Program. As the downstream section that collects stormwater drainage from much of the Sebastian Highlands will be completed by August of 2025, we are now looking to complete resiliency efforts on the upstream portions of the ditch. The Upper Stonecrop Project is considered a conglomerate of previously listed Capital Improvement Projects as well as the most recent Stormwater Master Plan (SWMP) update. Attached you will find previous cost estimates and scope from the stormwater master plan from Projects 15, 16, and 17, outlining the replacement and increased road crossing sizes at Tulip Drive, Albatross Terrace, and Bayfront Terrace. Project 17 from the Stormwater Master Plan update called for armoring of the ditch from the location of the current Stonecrop project to Bayfront Terrace at the North. The City plans to apply for Hazard Mitigation Grant Funding and other grants as they arise to assist with funding for the construction portion of the project. Approving this design work does not allow reimbursement for design work, but allows greater chances of grant funding having design plans as well as reducing the contract wait and approval time between the design and construction phase of the grant program. We are seeking approval for this CSA including Option 1's additional survey which will allow for a significant increase in the amount of ditch armoring from the original Stormwater Master Plan recommendation. The CSA will be issued to the City's previously procured professional engineering consultant, Carter and Associates, Inc., under an existing Professional Services Agreement which was executed the City of Sebastian in 2021. on M .R .. M M M P A 224 7 eon ems► RECOMMENDATION Staff recommends City Council accept and approve CSA #4 for Carter and Associates, Inc., `� including Option 1, for professional design services of the Upper Stonecrop Project. ATTACHMENTS: 1. Carter and Associates CSA 4 - Vendor signed FUNDING SOURCE: r-� Expenditure required Amount Budgeted: Funding source $172,958.00 $305,000 Discretionary Sales Tax Additional Funds Needed: $ 0.00 NO n M M R" n 225 CITY OF SEBASTIAN, FLORIDA WORK AUTHORIZATION FORM CONSULTANT SERVICE AGREEMENT (CSA) CARTER ASSOCIATES, INC. 1708 21 ST STREET VERO BEACH, FL32960 Work Authorization No: CSA - 4 Proiect Title: Upper Stonecrop Drainage Improvement Project IT IS AGREED to undertake the following work in accordance with the provisions of the Carter Associates, Inc., Master Agreement entitled NON-EXCLUSIVE ENGINEERING CONSULTING SERVICES AGREEMENT- CITYWIDE dated February 22, 2021. Description of Assignment: Carter Associates, Inc. will provide civil engineering services for the Stonecrop Project as describer in the Scope of Work- Exhibit A. 1. Pricing Description Task 1 A - Site Survey Task 2 - Preliminary Planning Task 3 - Drainage Design and Modeling Task 4-Construction Plan Preparation Task 5 -Permitting Task 6 - Grant Application Assistance Task 7 - Construction Services Reimbursable Expenses Option 1 - Additional Site Survey 2. Deliverables Provided to the City (surveys, plans, etc.) Description See the detailed Scope of Work attached (Exhibit A) TOTALS $25,095.00 $16,536.00 $27,924.00 $25,272.00 $12.324.00 $7,800.00 $35,232.00 $3,000.00 $22,775.00 Quantity 3. Basis of Compensation/Period of Services: The above referenced description for CSA #4 will be performed for a fee in the amount of $172,958.00. CSA # 4 Page 1 of 3 226 Document ID: B13EA55DDF3782985E59982AE9026F8B CITY OF SEBASTIAN, FLORIDA _ WORK AUTHORIZATION FORM CONSULTANT SERVICE AGREEMENT (CSA) _ AGREED: CARTER ASSOCIATES, INC. ID: 9163AWE-54ED-085D-B942-OD68... Digitally signed by <jblum@canemssoc.com> jwe 13, 2025 04:16 PM EDT John Blum, President Date: 06/13/2025 Attest: — Jeanette Williams, MMC, City Clerk CSA # 4 _ocumentID: B13EA55DDF3782985E59982AE9026F8B CITY OF SEBASTIAN: Brian Benton, City Manager Date: Approved as to Form and Content for Reliance by the City of Sebastian only: Jennifer D. Cockcroft, Esq., City Attorney Page 2 of 3 227 r CITY OF SEBASTIAN, FLORIDA WORK AUTHORIZATION FORM CONSULTANT SERVICE AGREEMENT (CSA) Exhibit A Scope of Work r n r 7 CSA # 4 Page 3 of 3 Document ID: B13EA55DDF3782985E59982AE9026F8B NIP ' April 23, 2025 Ms. Karen Miller, P.E. ' Director of Public Works / City Engineer City of Sebastian 1225 Main Street ' Sebastian, Florida 32958 RE: Civil Engineering Services Agreement am Upper Stonecrop Drainage Improvement Project CAI Proposal No. 2543935 (ReE Proj. No. 21349) ' Dear Karen: We are pleased to present this proposed agreement to provide civil engineering services for the below described tasks at the Upper Stonecrop Project. We propose the following scope of services and corresponding fees in accordance with the Professional Services Agreement (PSA) effective April 23, 2025, between Carter Associates, Inc. (CAI) and City of Sebastian (CLIENT). PROJECT LEMTS: This proposal and the services detailed within pertain to the proposed drainage canal improvements located in the canal right -of way between Brookedge Terrace / Tulip Drive and between Laconia Street / Clearbrook Street in Sebastian, Florida 32958. AI SCOPE OF SERVICES: • The following outline and scope of services is provided: Task 1A — Site Survev • Perform and prepare Boundary/Control Survey: o Recover and / or re-establish subject block, lot and centerline control for establishment of �. block, lot lines and drainage right of ways. Prepare plan view drawings of block lot and right of way geometry with recorded monumentation and control points. Survey to include Block 239, Sebastian Highlands Unit 10 �. • Establish Vertical Control (Benchmarks): o Differential levels (approximately 12,000 linear feet) from a published record vertical benchmark to establish near or on site temporary vertical benchmarks for survey, design, .. construction, and as -built purposes. • Perform and prepare Topographic Survey: 1708 21st Street, Vero Beach, Florida 32960 • t 772.562.4191 • carterassoc.com we P:\21-349 City of Sebastian - Stonecrop\Proposals\StoneCropPhase3.doa Page 1 of 5 _ocumentlD:B13EA55DDF3782985E59982AE9026F8B 229 r o Observe and record horizontal and vertical data of existing on -site conditions improvement locations and ground elevations within 25 feet of the centerline of the 30 feet wide drainage r. right of way, points of intersection (changes of direction) and adjacent road right of ways. o Perform and prepare cross -sections of the 30 feet wide drainage right of way at lot line intersections or approximately every 80 feet, drainage right of way points of intersection 0„ (PI or changes of direction) and adjacent road right of ways o Perform as -built survey and cross sections of four (4) ditch right of way intersections with Laconia Street, Bayfront Terrace, Albatross Terrace and Rose Arbor (Tulip) Drive on o Prepare plan view drawings of topographic survey an provide PDF and CAD files for engineering design. on Task 2 — Preliminary Planning • Site visit to inspect site conditions such as topography and vegetation. Review potential ^, impacts to adjacent properties. • Meet with design team and prepare conceptual plan alternatives for presentation to City of Sebastian. r• • Attend "kick-off' meeting with City Engineer and departments to review conceptual improvements plan. • Coordinate with utility providers to determine existing locations of water and sewer crossings. r• Task 3 — Drainage Design and Modeling Review and modify the ICPR model produced for the initial project between Laconia Street and Stonecrop Drive to identify existing conditions and prepare alternatives for each crossing. Review and produce report showing impacts throughout the watershed upon implementation ., of the proposed improvements. Prepare design for three new crossings and all proposed ditch inverts proposed in the design of the system. ., Task 4 — Construction Plan Preparation OR • Prepare construction plans that will incorporate improvements for the City of Sebastian SWMS Capital Projects No. 15, 16 and 17. • Prepare phasing plan to identify the scopes of each improvement for use in separation of projects within the construction bidding. • Define any proposed re -grading of the existing ditches to prepare for armoring of the re -graded canal. .. • Review and note any private property impediments for construction within the right-of-way. • Prepare improvements plan for the southern ditch which may include armoring if specified by the CLIENT. • Coordinate with Geotechnical Engineer for soil boring locations, expected loads and criteria needed for any crossings. Soil testing is not included with this proposal and will be provided by the CLIENT. Page 2 of 5 illkl Document ID: 230 —, M • Preparation of traffic maintenance plans for the crossing installations. ^ • Provide follow through during permitting process to address Sebastian review comments. • Prepare a tree removal plan to document any impacts on the existing vegetation. ^ Task 5 — Permitting • Prepare and submit applications to the St Johns River Water Management District for • coordination on the modifications to the canal. • Prepare exhibits and submit to the US Army Corps of Engineers for impacts to waters of the United States. Task 6 — Grant Anolication Assistance ^ • Assist the CLIENT with production of exhibits needed for grant applications. • Provide assistance in responding to any requests for additional information that may occur during the review process. Task 7 — Bidding and Construction Services ^ • Prepare quantities estimates for bid form and technical specifications. • Attend Pre -Bid and Bid opening Meetings, respond to questions from Bidders. • Review bids and provide recommendations. '� • Attend council meeting to assist in questions regarding bids. • Provide coordination between contractor, permitting agencies, and CLIENT. • Provide "on -site" resident project representative for the duration of time required to meet permit conditions and provide routine reporting of substantial construction activities to the Engineer. • Complete and submit certification forms along with contractor provided "as-builts" to all ^ permitting agencies. ^ Option 1— Additional Site Survev for Ditches Between Bavfront and Tulip Drive • Perform and prepare Boundary/Control Survey: o Recover and / or re-establish subject block, lot and centerline control for establishment of ^ block, lot lines and drainage right of ways. Prepare plan view drawings of block lot and right of way geometry with recorded monumentation and control points. Survey to include Part of Blocks 236 & 237 and all of Block 238, Sebastian Highlands Unit 10 ^ • Establish Vertical Control (Benchmarks): o Differential levels (approximately 2,000 linear feet) from previously established record vertical benchmark to establish near or on site temporary vertical benchmarks for survey, design, construction, and as -built purposes. • Perform and prepare Topographic Survey: no Page 3 of 5 d _ocument ID: B1 231 am o Observe and record horizontal and vertical data of existing on -site conditions improvement locations and ground elevations within 25 feet of the centerline of the 30 feet wide drainage i. right of way, points of intersection (changes of direction) and adjacent road right of ways. o Perform and prepare cross -sections of the 30 feet wide drainage right of way at lot line intersections or approximately every 80 feet, drainage right of way points of intersection r. (PI or changes of direction) and adjacent road right of ways o Prepare plan view drawings of topographic survey an provide PDF and CAD files for engineering design. .. COMPENSATION: We recommend authorization of the following fees for this assignment. Task1A — Site Survey........................................................................................................ $25,095.00 Task 2 — Preliminary Planning....................................................................................... $16,536.00 .. Task 3 — Drainage Design and Modeling,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,, $27,924.00 Task 4 — Construction Plan Preparation,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,, $25,272.00 Task5 — Permitting........................................................................................................... $12.324.00 Task 6 — Grant Application Assistance,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,, $7,800.00 Task 7 — Construction Services.........................................................................................$35,232.00 Reimbursable Expenses $3 000.00 TOTALFEES, .................................................................................................................. $150,183.00 Option 1— Additional Site Survey................................................................................... $22,775.00 TOTAL FEES WITH OPTION 1.................................................................................. $172,958.00 ASSUMPTIONS: PM In developing this proposal, CAI represents to the CLIENT that the following assumptions have been made and that deviation from these assumptions may require additional expenditures on behalf of the CLIENT to CAI. 1. This proposal specifically excludes all application and/or impact fees, which shall be the responsibility of the CLIENT. 2. It k esr ander9tendifig that 81om is .:Baal . _,_ ha-v.. been _L _ a • ., t . �b _ _ _ C c..J..Jc J1 c b...cc....b �...� Y .....:i...e rY. .»l�. Cin diis agNefflefA aFe lifBited 8fily f8 PARMNIAtiAn gaddwifli stfatien sencisel. 3. Architectural, landscape, electrical, mechanical, and structural services are not included with this fee proposal. 4. Construction stakeout and as -built surveys are not included with this proposal. It is anticipated .. that the contractor will be responsible for construction stakeout and as -built surveys. CAI can provide these services for the contractor if he chooses. r. Page 4 of 5 Document ID: 813EA55DDF3782985E59982AE9026FBB 232 . Thank you for giving us the opportunity to submit a proposal for our services. We look forward to .■ working with you on this project. Our receipt of a signed copy of this agreement will serve as our notice to proceed. Should you have any questions or need additional information, please do not hesitate to contact me at our office. • Sincerely, Agreed to and Accepted: .. CARTE SSO TES, INC. By: Print Name: Clinton J ahjes, P.E. Address: Proje anager M an • 4" n -ocument ID: B1 Date: Page 5 of 5 am 233 City of Sebastian SWMS Capital Project No. 15 stoleeop DRch �To, Cuhm. Replacement Ptofect Laotron Map Protect Area O it. Na rem Omlptba AdmWs(m Ive vM ro"meetlnp Cosh 1 Engineering Survey and Design 2 permitting 3 Bid Documents Prep Can#m[Nvn Costs 4 Mobilization and Demobilization 5 Combustion Survey 6 Pollution Control T Maintenance of TerfOc 8 Saw cat and mill domain, asphalt wv¢ment 9 Remove Existing plan SeNom 10 Install Oft x T% Cvmete Box Culvert 11 Rose"Restoatian 12 Tine Gating-R¢stwation 0 Soccer,- Gsesrcnt Reparatbn 14 Woo Depool-Cmworse on Debra, 1S Cmst ruction lmpe tbm 16 Suatand 11-I51 IT Coffls,d y(30%) 18 ToblTmelle.l>) I Unit I Unit Cost ITakeof Otyl taboo I Duamf I Total Cal Illoln IS $19,732 1 $19,727 Associated to be 12 apmkst cost IS SSO,oOO 1 5501000 ERP permtt assumed IS S25,00D 1 S25AM Cpnatruesian drawings, specs IS $4,253 1 $4,253 Assumed to be, 5%of other costs. ES $1,500 1 $1,500 Esllmatetl fee saging each property line and alignment cbec0.s, as -built survey Included. IF $3 120 $240 FOOT 6month avg tort for sediment barrier LS 59W 1 S950 SY S20 53 O.M 53 S1.060 Saw M antlmill approximately 24'x 20' of exbtin, roadway Davemenp av, 2-depth IF S45 81 0.0% 81 S3.645 Faavation and mramol ofexbtin, Min 36- RCP culverts, appmxlmatelf 301E each IT sm 81 0.0% 81 $62,775 Installation cost Mandes marshals. excmicen. bell structure installation. bacKil, and compassion. SY S60 53 DO% 53 531180 Irobilalien cont includes materials, base MNillation, compattbn. pavement lnsalladon, and raadvray marlln85. SY S3 ill Sm 117 5350 21Y a 50'easemem, area, 1,000 SF I.I.I. SF $4 1.000 S.M 1,050 54.200 20 x SO'eate 1 area, 1.11005E tool. T011 S34 % $3.259 Tanspat and dspasal of warte.. and other denwlhlophdraructlon customs at the Indian Winner County LF. IS 531895 1 $3,895 Assumed to be 5%of other costs. $184,023 555,2W $n9= 234 L.,.Inent—A3EA___IF37t__..)E595__.3902E. -- 1 1 1 1 1 1 1 1 I 1 1 1 1 1 I 1 I 1 I 1 1 I I I I 1 1 1 I 1 I I I City of Sebastian SW MS Capital Project No. 16 Sometimes, Ditch - Nbatmss CNaeN Replarement Prokct location Map / Profett Area O Illem Ne. IIhm Oexdptlm I Unit Unh Cost ITekeoN Ill,I Waste Dusimill Total Cart Notes Adminlsamtiveano Enipeedpg Costs 1 Engineering Surprise and Design IS $14,371 1 $14.372 Assumed to be 12%of project cost 2 Permon, IS $S01000 1 $ 0,000 ERP permR assumed 3 Bid documents Prep IS 525,= 1 $2.S,00o Canstrvctbn condogs, spec CanstrvRNn Casts 4 MobR4atbn and donmbilleation IS 52,132 1 $;132 ASUmedmhe s%aratM1ertaslx. 5 Cmsirvctron Survey ES 51.500 1 511500 EsOmatedfee making such property lbe and olmobMa6gnment checb. as-bulR survey locluaed. 6 Pnnupbn Control IF $3 120 530T MT 12 mnnM average- Market Area ll sediment barter T MaLrtenaaseof Traffic IS $61)R 1 $609 F00T 12month average -Market Area ll a SawM aad mill eAlsli, asphalt pavement ST $20 S3 0.0% 53 $1.= Sew cut and mill appmximatelY 24'x20' of exisliag modincYPaverreal, avg 2-depth 9 Roamed � Usual, 54-Pipe Sections 6 $45 TO 0.0% TO $3.150 Exception and removal M boiling 54- RCP parent. approximately TO IF 10 Install all x Tit Concrete Box Culvest lF $AS 30 0.0% 30 $23,250 Installation cost Includes materials,excavation,bedding. Structure Installation, Iack0il, and tampaction. II Raman, Restoration SY ISO 53 0.01% 53 OAR() Installation cost Includes materials, base Installation, casnWttlons pavement Installation, and rmdwq marNnga. 12 Fine Bonds, - Restoration SY 53 111 S.0% 112 Wit 2o' x W easement area, I," SF total. 13 Sodding- Easement Respiration a $4 1,000 S.Ox 1,050 $a,lo0 2P x S0 easement area, 1,M IF tool. 14 used. Obpuas. Canrtrucumr dobds TON S34 93 $3,147 Transport antl disposal of to .. aM other demnBtbn/osairs ctbn materials at the Indian River Coumy U. IS Taiuvucdpn lnspecOons IS S3.= 1 $1AB0 Assumed to be s%of other rears. 16 Spousal (1-15) 5134.135 12 corrosion, (301a) $40.210 18 Tpral Curt11H1T) $174,375 235 Document ID: 1313EA55DDF3782985E59982AE9026F8B City of Sebastian SWMS Capital Project No. 17 smnecmp "a-gayfmnt Uhn," Reclacemeel Prot. lOutbn Map ^/ Project Area Iran Me. Item Oewl5/m Adminbtmtke and Englaering Cosos I Engineering Survey and Design 2 Permltting 3 Bid pocumeres Prep Camtvcllon Casio e MAIN...redaad 0emobllildion 5 Cenarualen Survey 6 Pollution Gontml 7 Mximenanceef TnfBc a Saw cut and mill erdsting asphalt pamnent 9 Remwe Earaft,M eSettWm 10 renal 41t a 7H Umdde Burl Cuhert 11 Roadway associate. 12 (riannal Eatarnion 13 Install Mannel Armoring 14 Fine Belpre -R.I..tlen 15 Sedding- Easement Reapntcon 16 Waste tedesal-Constrveticn Debris 17 ConsWttbn lnspealom 18 Subto al (1.17) 19 GOatlnBerlc-y 13M) 20 lead Coen(Will I Unit Uldtrm I TaapeHOty l wale 1luanea 6 $67,967 1 IS $".M I 15 Sss,0o0 I IS $23,399 1 ES $1,500 1 LF Sn 120 IS SM 1 SY $20 53 Ow 53 LF S45 116 0.0% 136 tF $ns 56 0.0% 56 SY $60 53 0.0% S3 a Su 657 0.01K 657 Se 525 25,623 0.01, 25,623 SY S3 111 5.0% 117 SF $4 I'M SA% 1,050 TOM $34 106 IS $9,105 1 Total Goa IMOees $67,967 Assumed to be 12% a pmlert coot $50,000 ERPpermlt.o.ned $25,= Conitheabn dnwiags, specs 523,399 4ssumetlto be SX of othermsa. $1150) Estimated lee staking eaal pmperer line and all6nment chests, as -bulk survey Included. $1,982 FOOT 6-ndelh I, cost for sedidem banerand 110 LF Heady turbidity bass. S608 $1,050 U. cut aM m111 appmaimaMy24'. 20'ol enstln8 roadway pavement, ad, 2-depth $5,220 Famvat" and removal of eahtlry than 40- culverts, approximately 581F eatll $4a,9% Installation cast includes mahadeh, ea ten, barred, rtrvcture Installation. badfill, anal camlped... $3,180 Installation cost includes materials, bassInstallation, compabn, Wseraent Installation, she roadway maM1inBc 57.873 Assemed3:1s1ope change to 1.5:1,36'thannel width, 37.5 CFM esrm1ed, 3.4 CY7LF. 5384,3as Assumed39Sf/LFchiprrelene $30 20' a 50' easement area. 1.000 SF total. $4,200 20' a 50' eesemeal area, 1,0c05F total. WIG Transport and disposal of waste Macrcte and other demollllon/constmabn materials at the Indian River (:aunty EF $9.105 Assumed to be 2%of other costs. $634.356 $190,307 $834lm 236 L.,,.,.,i3ent.—. .)13EA.,--JF37E.---JE59S--., bO26..._ 1 1 1 1 1