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Home My WebLink About2009 03 09 Consent 205 Amendment 15 to CPH EngineersCOMMISSION AGENDA CONSENT I X INFORMATIONAL ITEM 2 0 5 PUBLIC HEARING REGULAR March 9, 2009 Meeting /DEPT REQUEST: Utility Department Requesting the City Commission Approve Amendment 15 to the Consulting Engineering Services with CPH Engineers, Inc. for the Design of the Lake Jesup Water Augmentation Facility PURPOSE: The purpose of this agenda item is for the City Commission to Approve Amendment 15 to the Consulting Engineering Services with CPH Engineers, Inc. for the Design of the Lake Jesup Water Augmentation Facility at a cost of $196,036 payable from the Utility Construction Fund. CONSIDERATIONS: This agenda item is needed to proceed with the final engineering design of the Reclaimed Water Augmentation Facility at Lake Jesup. The long term goal of the city is to discontinue any irrigation with potable groundwater. In order to maximize and expand the use of the City's reclaimed water, it is necessary to augment the reclaimed water system. The close proximity to Lake Jesup provides a unique opportunity to augment the reclaimed water system with a lower quality source so all property owners would use some combination of reclaimed water and/or surface water in lieu of the higher quality groundwater. In 2007, the City received a 20 year permit from the St. Johns River Water Management District for withdrawals of surface water from Lake Jesup. On January 26, 2009, the Commission chose the Enhanced Environmental Option from the Preliminary Design Report which minimized the site footprint at the Lake Jesup shorefront by shifting the 2 million gallon storage tank to the spray fields west of Oak Forest. Although this option increased the construction cost approximately $600K to an estimated $3.1 million, this low profile alternative gives the City more flexibility in future uses of the contiguous property without the obtrusive views of a large storage tank. 030909_COMM_Consent_205_CPH_Amendment_ 15_Reclaimed_Water_Augmentation_Final_Engineering March 9, 2009 Co�sent Agenda Item 205 Page 2 ---- ---------------- --- ------------ -- i ' _. f ; ; � I I I—_� o . � -��- i I � ��.� ► � - ..._, ; ; ; � ' , , , I ! �� ; , I I ! , , � � � ---- � � --- ----------------------------------�-�--- ------ — CPH Engineers, Inc. has provided Amendment 15 to the Consulting Engineering Agreement to complete the Design of the Lake Jesup Water Augmentation Facility. The detailed scope of work in covered in the attached amendment but generally includes; civil engineering design, electrical engineering design, surveying, geotechnical engineering, FDEP construction permit application, Environmental Resource Permit FDEP/Army Corps of Engineers (pier) application, and assistance in application with State Revolving Loan Fund. The cost for this scope is $196,036 which is 6.4% of construction, below the industry standard of 8 to 10°/a. Included in the fee is $15,284 for the lift station design to capture the Pazkstone artesian well flow. This is listed separately because it will require approval and some form of agreement with the Parkstone HOA which may have a different timeline. FUNDING: Sufficient funds are available in the Utility 2000 Construction Fund for the design cost of $196,036 in line code 3640-65000-30043. The entire Phase One is projected to cost about $9.1 million over the next 3 years -$3.1 M for this treatment and storage facility and $6M for expanding the reclaimed water distribution to 3,100 residences. CPH will be assisting staff in pursuing funds from the State Revolving Loan Fund initially. The issuance of bonds to cover the capital funds is part of the scope of the ongoing rate study which Staff expects to be ready for the Commission to consider alternatives at a workshop sometime in April. 030909_COMM_Consent_205_CPH_Amendment_15_Reclaimed_Water_Augnentation_Final_Enginee�ing March 9, 2009 Consent Agenda Item 205 Page 3 RECOMMENDATION: Staff recommends the Commission Approve Amendment 15 to the Consulting Engineering Services with CPH Engineers, Inc. for the Design of the Lake Jesup Water Augmentation Facility at a cost of $196,036 payable from the Utility 2000 Construction Fund line code 3640-65000-30043. IMPLEMENTATION SCHEDULE: Barring any unforeseen permitting issues, the design should be complete within six months of authorization. ATTACHMENTS: 1. Amendment 15 to the Consulting Engineering Services Agreement COMMISSION ACTION: 030909_COM M_Consent_205_C PH_Amendment_ 15_Reclaimed_Water_Augmentation_F inal_Engineeri ng AMENDMENT 15 FOR LAKE JESUP WATER AUGMENTATION FACILITY BETWEEN THE CITY OF WINTER SPRINGS AND CPH ENGINEERS, INC. I:~Z6i82\Prupo,alsV\4~intrr Springs\Rcclaimcd Prupusnls~AML:ND I ~ trcaunrnt tacilily dcsi~n Inr auemcnta~iun.doc SECTION 1 GENERAL 1.1 The purpose of this Amendment is to provide for Engineering Services, more specifically itemized herein, in the preparation of contract documents for the Lake Jesup Water Augmentation Facility including the treatment system and storage at the Lake Jesup site; offsite storage and pumping at the Oak Forest site; and, the lift station at the artesian well site and piping to the Lake Jesup treatment site. SECTION 2 SCOPE OF SERVICES 2.1 General The OWNER hereby authorizes the ENGINEER to proceed with the preparation of the plans and permit applications necessary to achieve approval and to perform construction. This will be considered to be one project, combining the three locations and systems into one set of drawings. The general sheets of the package will include a single cover sheet with location map(s); general notes and legend sheet; key map sheet and standard details sheets (two assumed). Instrumentation will be provided as a performance specification and we will meet with the City's supplier to make sure they understand the project and the control requirements. We will not provide a design of the control systems. The City's supplier will provide detailed shop drawings for the equipment that they will supply to make the system operational in accordance with the City's requirements. 2.2 Artesian Well a) Gather and review available data on the existing area. Perform site visit to evaluate existing conditions. b) Provide a survey from the artesian well location to the Lake Jesup treatment facility site. See Exhibit A. City will provide the survey for the Lake Jesup treatment facility site. c) Design an in-line submersible lift station to transfer the water from this flowing well to the treatment site on Lake Jesup. The artesian flow will be routed to the lift station and either flow through the lift station to Lake Jesup or the flow will be pumped to the treatment facility site or a combination of both may occur. When flow is not required for reuse augmentation, the water will freely flow to Lake I^/.6>ti2lProlmsals\\\-inter tiprine,\Reclainud Pmposnlsl.A~1LNl) li trea0nrnt t~tcilih' deign lix augmentati~m.doc. Jesup. The pumping system will be designed to transfer flow to the storage tank at the treatment facility site. The artesian well water may be blended with the augmentation water and distribution will occur from the Lake Jesup storage tank. The lift station will be provided with the standard controls of a standard duplex type lift station and meet the SCADA standards of the City. The lift station will utilize low service/low head pumps. No direct distribution of irrigation quality water will be provided from this station. This allows the City to keep track of the quantity and quality of the water before distribution. d) Metering devices will be placed at two locations on the station to measure the flow being pumped to the Lake Jesup treatment facility and to measure the flow to Lake Jesup in accordance with SJRWMD requirements and the CUP. e) Based on preliminary engineering previously reviewed and approved, we will prepare 60%, 90% and final design layout/drawingsaad submit seven (7) sets for review. Sheets to include the following: Plan sheets (double plan and profile format) 1 inch equals 30 foot scale (2300 lineal feet of pipeline route is equivalent to approximately 2 sheets). • Lift station design (use City standard); includes electrical design • All specifications to be contained on the plans for this lift station. f) This task has been shown separately and can be authorized separately. 2.3 Oak Forest Storage and Pumping a) A two (2) million gallon ground storage tank will be placed on the Oak Forest spray field site. b) The City will provide a survey of the Oak Forest site. c) The system shall be designed as a booster pumping station system. The design approach will include at a minimum the following criteria: • Location of pressure reducing/sustaining valve for filling the tank. • Three variable speed booster pumps; 1 -500 gpm; 2 -1200 gpm; exterior can turbines; with room for two future 1200 gpm pumps • Small masonry block building with HVAC as required forthe electrical systems and controls • Reclaimed Distribution system tie-in locations • Portable generator tie-in capability (no permanent generator will be installed) • No disinfection facilities will be provided at this facility as they are not .I.V.6>R21Proposals\1~'inlci Springs',Reclaimed Proposals\A~11_.NI) l i treaunent facility design liar augmentaiiun doc required for the re-pump facility. Reclaimed distribution system manual valuing (with electric operators) to allow the operation of the system with either the east or west systems in case one system is down or the option to feed from one system to the other. The preliminary site improvements include a stabilized access road and parking, stormwater system, fencing, security features and signage, work pads, seeding and mulching, and final site restoration. d) The GST will fill during low system demand periods, and shall be used to boost pressures during peak demand hours. Controls will be established to allow the system to be remotely monitored and controlled via the City's existing SCADA system. The water level in the tank will be measured with a level transducer and have aback-up float system for high and low water levels. Integrated into the controls will be electric operated and control valves as follows: Fill valve (control valve) on the piping to the GST is to be operated via pressure regulating/sustaining valve that will open at a set pressure. The pressure setting will be determined by the City. Fill valve on the piping to the GST to be closed once tank has been filled and/or during high flow demand periods (peak flow conditions) when booster pumps are in operation. Electric operated shut-off valves as required to isolate tanks and systems (East versus West reclaimed systems) e) The Engineer will retain the services of an electrical engineer to perform electrical design. f) The Engineer will retain the services of geotechnical professional to perform soils testing and foundation design for the tank. g) Based on preliminary engineering previously reviewed and approved, we will prepare 60%, 90% and final design layout/drawings and submit seven (7) sets for review. Sheets to include the following: • Site Plan including tank, building, grading and piping. The site plan will only cover the portion of the property used for these improvements. • Electrical/Control Building with details. • Storage tank (Prestressed Concrete) details (2 sheets). Plan view shown on site plan. • Purnp details with piping (match Lake Jesup pumps). 1tibiR2\Prupusals\14'intcr Springs\RrclainicJ Propo,als\A~~GND I ~ trrumrnt facilitp drsign lix augm~ntalion.doc 2.4 Lake Jesup Treatment Facilities a) A two hundred and fifty thousand gallon storage tank will be placed on the Lake Jesup treatment site. Tank shall be designed to be recessed into the ground with the top serving as a park amenity as a deck overlooking the lake. An Actiflo treatment facility will be designed for the treatment of Lake Jesup water. Provision will be provided in the design to add filtration units if required in the future. An intake walkway structure will be designed for the facility. A pavilion will be placed at the end of the walkway over the intake structure. A covered pavilion area will also be designed for the top of the storage tank. The top of the tank will be useable by the public as an observation deck, etc. b) The City will provide a survey of the Lake Jesup site. We will supplement this survey with a survey of the lake bottom for a distance of approximately 150 feet perpendicular to the shoreline and be about 30 feet wide. c) The system shall be designed as a treatment and pumping facility. The design approach will include at a minimum the following criteria: • Three variable speed booster pumps; 1 -500 gpm; 2 -1200 gpm; exterior can turbines; with room to accommodate two future 1200 gpm pumps • Small masonry block building with HVAC as required forthe electrical systems and controls connected to the storage tank. • Distribution system tie-in locations • Portable generator tie-in capability (no permanent generator will be installed) • Disinfection facilities will be provided as they are required for the surface water treatment source. • The preliminary site improvements include a stabilized access road and parking, stormwater system, fencing, security features and signage, work pads, seeding and mulching, and final site restoration. d) The GST will fill during treatment operation, and shall be used as part of the distribution system during "augmentation" times of the year, i.e. dry periods. Controls will be established to allow the system to be remotely monitored and controlled via the City's existing SCADA system. The water level in the tank will be measured with a level transducer and have a back- up float system for high and low water levels. e) The Engineer will retain the services of an electrical engineer to perform electrical design. J:V(,i~2lProposals~N intrr Sprim>slRcrlaimed Proposals\ANIGND I i trrumtnt facility design lix augmrntatiun.doc f) The Engineer will retain the services of geotechnical professional to perform soils testing and foundation design for the tank. g) Based on preliminary engineering previously reviewed and approved, we will prepare 60%, 90% and final design layout/drawings and submit seven (7) sets for review. Sheets to include the following: • Cover Sheet • General Notes Sheet/Key Sheet • Overall Site Plan including tank, building, grading, piping and intake facilities. The site plan will only cover the portion of the property used for these improvements. • Treatment site plan for a detailed view of the treatment storage and pumping facilities. • Barscreen structure as may be required by the Actiflo system. • Augmentation lift station and details (submersible pump station) • Actiflo system (3 sheets) • Storage tank (2 sheets) • Electrical/Control/Chemical Building with details. • Pump details with piping (match Oak Forest pumps). 2.5 Permitting a) Obtain a permit from FDEP for the treatment and augmentation system. A WRF permit modification is required in accordance with: "62-610.472 Supplemental Water Supplies. (1) Rule 62-610.472, F.A.C., applies to projects for which complete permit applications involving the use of supplemental water supplies were received by the Department on or after [effective date]. Rule 62-610.472, F.A.C., shall also apply to any existing reuse system which proposes to add a new supplemental water supply or to expand the facilities, structures, or pumps used for an existing supplemental water supply; however, these rule requirements shall only apply to the expanded or modified portion of the project. Incorporation of a supplemental water supply into the reuse system shall require a permit modification. " J:V6iR2~Proposals\\4~intcr Sprin_slKcdaimcJ Proposals\A\11=Nf) Ii trc.umcnt lacilit~ dcsi~~n li~~.+u~nxntatiun.doc The permit process is a "Specific Modification" of either of the wastewater treatment plant permits. We can decide which permit will be modified. All aspects of the project will be under one permit modification. b) Obtain an Environmental Resource Permit (ERP) for the intake structure/walkway structure from FDEP (Joint permit with Army Corps of Engineers). This project is a wastewater project and the stormwater and dredge and fill activities will be permitted by FDEP under the ERP. c) Submit the required documents to the City of Winter Springs Development Review and attend the meeting of the DRC of the City of Winter Springs. d) OWNER will pay any and all permit fees directly to the agency(ies). e) Submit a Request for Inclusion to the State FDEP SRF program. J'~,ZGig?11'rnposahlN'inlcr SpringslRcclaimcd Nrnposals1AP11:N1) I i trcaUncnt facility desien lire augnuntruion.duc SECTION 3 3.1 FEE The fee for the engineering design scope of services described herein will be provided for a lump sum fee of 180 752 for the base services, as shown on the attached manpower breakdown not including the artesian well. The artesian well is a separate Task with a lump sum cost of 15 284. The ENGINEER agrees to prosecute the work in a timely manner until the Project is completed. IN WITNESS WHEREOF, the parties hereto have made and executed this Amendment the day and year first above written. OWNER: City of Winter Springs, Florida ATTEST ATT T - - - By: Date: ENGINEER: CPH Engineers, Inc. _~ -~ Date: ~ i -- I:`/.6;g?`,Prnposals\~1'intcr tiprin~s\Iterlaimed Proposals\:141=ND I ~ lrr,ttntent I:~ciliq~ design tier au~~mentaliun.rloc EXHIBIT A Manpower Breakdown I:V_b>83\I'ropos~ls\\Vin~er Springy;\KcciaimcA Pruposak\A~il!NI) I ~ trcaunent I~cilily design lift au~~mcmatiun.d~k Winter Springs Proposal Lake Jesup Water Augmentation Facility Project Project Senior Task 1 Task Descri tion Mana er En ineer Desi n Tech Clerical Preliminary Engineering -Completed SUBTOTAL DIRECT LABOR 0 0 0 0 See supporting documentation for breakdown of miscellaneous expenses Project Manager Project Engineer Senior Design Tech Clerical Total Raw Labor Cost TOTAL LABOR COST $0.00 Misc. Expenses TOTAL TASK 1 $0.00 RATE HOURS $155.00 0 $0.00 $125.00 0 $0.00 $100.00 0 $0.00 $55.00 0 $0.00 $0.00 Page T-1 Winter Springs Proposal Lake Jesup Water Augmentation Facility Project Projeci Senior In-House Task 2 Task Descri lion Mana er En ineer Desi n Tech Clerical Subconsultant Survey ____ 1 Topographic information of the Lake Jesup site and of the OWNER SUPPLIED project area to be provided by the OWNER. 2 Topographic information of the Oak Forest site and of the OWNER SUPPLIED project area to be provided by the OWNER. Supplemental Survey for dock to the inlet intake for Lake 3 Jesup (50 foot wide by 150 feet long). $1,300.00 Geotechnlcal 5 Obtain geotechnical services -Oak Forest $7,005.00 g Obtain geotechnical services -Lake Jesup $10,215.00 SUBTOTAL DIRECT LABOR HOURS 0 0 0 0 $18,520.00 TOTAL LABOR COST $0.00 SUBCONSULTANT $18,520.00 TOTAL TASK 2 $18,520.00 RATE HOURS Project Manager $155.00 0 $0.00 Project Engineer $125.00 0 $0.00 Senior Design Tech $100.00 0 $0.00 Clerical $55.00 0 $0.00 Total Raw Labor Cost $0.00 Page T-2 Winter Springs Proposal Lake Jesup Water Augmentation Facility Project Project Senior In-House 'Task 3 Task Descri tion Mana er En ineer Desi n Tech Clerical Subconsultant Survey Artesian Well Survey of line route from the artesian well to 1 the treatment site. (2300 lineal feet) $6,200.00 SUBTOTAL DIRECT LABOR HOURS 0 0 0 0 $6,200.00 TOTAL LABOR COST $0.00 SUBCONSULTANT $6,200.00 TOTAL TASK 3 $6,200.00 RATE HOURS Project Manager $155.00 0 $0.00 Project Engineer $125.00 0 $0.00 Senior Design Tech $100.00 0 $0.00 Clerical $55.00 0 $0.00 Total Raw Labor Cost $0.00 Page T-3 Winter Springs Proposal Lake Jesup Water Augmentation Facility 4 Task 1 Prepare 60 % drawings and specifications General (5 shoats) Cover sheel,location key map,general notes;slandard details(2) 5 10 20 Oak Forest Storage and Pumping Site grading and drainage plan 1 4 6 Site piping plan 1 4 6 _ Ground storage lank plan and layout 1 4 8 Ground storage lank details (2 sheets) 1 4 8 Electrical and instrumentation building plan _._. 1 4 .. 8 _ Electrical and instrumentation budding sechons and details _ 1 4 _ 6 High service pumps plan 1 4 8 High service pump sections and piping details __ 1 _ 4 _ 8 Electrical design coordination -- 4 4 Lake Jesup Treatment Facility Overall Site grading and drainage plan - ~ 1 4 ~ B Site piping plan __ ___ 1 4 __ B _ Treatment Sile plaNpiping of detailed Treatment area 1 4 8 Ground storage tank plan view piping layout details (2 sheets)__ 2 6 16 Electrical, instrumentation and chemical budding plan 1 4 8 Building sections and details 1 4 6 ~ _ Hiyh service pumps plan,sechons; details (2 sheets) 2 _ 6 16 _ Augmentation system low service supply fih staton_ _ 1 _ 4 8 Augmentation walkwayllnlake structure _ 1 _ _ 4 _ 6 Augmentation system bar screen mechanical plan and tlelails 1 4 _. 8 __ plan elevations details (3 sheets) Actdlo syslem, 1 4 6 _ Actdlo system, structural plan details and notes 1 4 8 Waste materials pump station to WRF (use Cily LS standard) 1 4 8 Miscellane_ ous details (2 sheet_s_)_ _ 1 _ 4 6 _ Chemical feed system details 1 4 B Electrical design coordination 4 __ 4 Prepare cost 60 % estimate _ _ , _ Provide quality assurance and 'Construc_hbdlty" review _6 Prepare technical speci(ICelbns 2 24 Submit seven sets of documents 2 Meal with Cily stall to review 3 3 Prepare written list of comments/submit to Cdy for verification _ 3 2 Prepare 90% drawings and speci(calions _- _ General (5_ sheets) Cover sheet.location key map;general notes;standard details(2J 5 7 20 _ Oak Forest Storage and Pumpin_ g Site grading and drainage plan __ 1 2 6 Site pipiny plan __. __ 1 2 6 Ground storage tank plan and_ Layout 1 _ _ 2 8 Ground storage lank details (2 sheets) 1 2 8 Electrical and instrumentation building plan 1 2 6 Electrical and instrumentation building sections and details 1 2 6 High service pumps plan 1 2 6 _ High serwce pump sections and piping details 1 2 6 Electrical design and coordination __. _ 4 4, Lake Jesup Treatment Facility Overall Sile grading and drainage plan 1 2 B Site piping plan 1 _ 2 6 _ Treatment Site planlpiping of detailed treatment area 1 2 6 tank plan view,piping layout, details (2 sheets) Ground storage 2 4 16 _ Electrical, instrumentation and chemical buBding plan 1 2 6 Building Details _ 1 2 6 . Hgh service pumps plan;sections. details (2 sheets) 2 4 16 _ Augmentation system low service supply hft station 1 2 8 Augmentation walkway/intake structure 1 2 6 Augmentahon system bar screen mechanical plan and details 1 2 B _Actiflo system, plan elevations details (3 sheets) 1 2 6 Actiflo system; structural plan, details and notes 1 2 8 Waste materials pump station to WRF (use City LS standard) I 2 i3 Miscellaneous details (2 sheets) 1 2 8 Disinfection facilities for liquid sodium hypochlorite injection 1 2 8 Chemical teed system details I 2 8 Electrical design and coordination 4 4 Provide qualty assurance and "Constructibdily" review 4 B Prepare technical specifications 2. 16~ Submit seven sets of documents 2 Meal with City s1aH to review 3 3 Prepare written ksl of commenlslsubmd to Cdy for veri6caGon 3 3 Prepare of 100% Drawings and specifications 8 35 105 4 Provide quality assurance and "Constructlbildy" review 6 Prepare an Engineers Estimate of Probable Cosl 1 4 4 C, Submit sevon sets of construction documents 2 SIIRTIITAI f)IRFf.T I ARr1R 116 284 563 TOTAL LABOR COST 5712,97000 Electrical Subconsullant $29,972 00 TOTAL TASK 4 5142,942 00 RATE hiOURS Project Manager $155 00 116 $17 980 00 Project Engineer $125.00 264 535,500 OD Senior Design Tech 5100 00 563 $55.300 00 Clerical $55 00 58 $3,190 00 Total Lahor Cosl $112.970 00 Page T-4 Winter Springs Proposal Lake Jesup Water Augmentation Facility Project Project Senior Task 5 Task Descri lion Mana er En ineer Desi n Tech Clerical Preparation of Construction Documents Artesian Well Site 1 Prepare 60% drawings and specifications __ Artesian Well Site Plan and profile (2 sheets) 2 8 Lift station plan and details (use City LS standards as guide) 2 4 2 Prepare 90% drawings and specifications Artesian Well Site Plan and profile (2 sheets) 4 8 Lift station plan and details (use City LS standards as guide) 2 4 3 Prepare of 100% Drawings 2 4 SUBTOTAL DIRECT LABOR 0 12 28 0 See supporting documentation for breakdown of miscellaneous expenses TOTAL LABOR COST $4,300.00 Electrical Subconsultant $4,784.00 TOTAL TASK 5 $9,084.00 RATE HOURS Project Manager $155.00 0 $0.00 Project Engineer $125.00 12 $1,500.00 Senior Design Tech $100.00 28 $2,800.00 Clerical $55.00 0 $0.00 Total Labor Cost $4,300.00 Page T-5 Winter Springs Proposal Lake Jesup Water Augmentation Facility Project Project Senior Task 6 Task Descri lion Mana er En ineer Desi n Tech Clerical Permitting 1 FDEP/ACOE Permit for the intake structure 2 16 1G 4 2 Environmental Services related to wetlands, etc. See Below 3 FDEP Treatment Plant Permit under Chapter 62-G10 2 16 1G 4 4 Submit Re uest for inclusion to SRF 4 12 8 2 SUBTOTAL DIRECT LABOR 8 44 40 10 TOTAL LABOR COST $11,290.00 Environmental $8,000.00 TOTAL TASK 6 $19,290.00 RATE HOURS Project Manager $155.00 8 $1,240.00 Project Engineer $125.00 44 $5,500.00 Senior Design Tech $100.00 40 $4,000.00 Clerical $55.00 10 $550.00 Total Raw Labor Cost $11,290.00 Page T-6 Winter Springs Proposal Lake Jesup Water Augmentation Facility TASK SUMMARY LUMP SUM TASKS TASK 1 PRELIMINARY ENGINEERING Completed TASK 2 SURVEY & GEOTECHNICAL -Oak Forest and Lake Jesu Sites $18,520.00 TASK 4 PREPARATION OF CONSTRUCTION DOCUMENTS Oak Forest and Lake Jesup Sites $142,942.00 TASK 6 PERMITTING SERVICES $19,290.00 TOTAL BASE LUMP SUM PROJECT DESIGN COST $180,752.00 TASK 3 SURVEY ARTESIAN WELL ROUTE $6,200.00 TASK 5 ARTESIAN WELL CONSTRUCTION DOCUMENTS $9,084.00 TOTAL ARTESIAN LUMP SUM PROJECT DESIGN COST $15,284.00 TOTAL LUMP SUM PROJECT DESIGN COST $196,036.00 Page T-7 Exhibit B Survey Scope Soils Scope Electrical Scope I:V.6~R21Pruposah\\1'inter Spring,ARcclaimed Proposals\M9L 1~1) I i treannent I~uiliq~ design for au~mentation.doc Plat Boundary Information: Field locate plat corners and lot corners to define the following boundary information on the plats. ^ Determine the East line of Tract "E" as per Parkstone Unit 1 as recorded in Plat Book 56, Pages 17 through 21 of the Public Records of Seminole County, Florida. ^ Determine the North line of Lots 219 and 220 as per Parkstone Unit 3 as recorded in Plat Book 59, Pages 19 through 21 of the Public Records of Seminole County, Florida. ^ Show the right-of-way of Chester Hills Road from Lot 220 of the aforementioned plat to the intersection of Seneca Meadows Road. ^ Full right-of-way of Seneca Meadows Road from the intersection of Chester Hills Road to the boundary line dividing Lots 276 and 277. ^ Full right-of-way of Orange Avenue as per D.R. Mitchell's Survey of the Levy Grant, Plat Book 1, Page 5 of the Public Records of Seminole County, Florida, to the East line of Parcel Identification No. 26-20-30-5AR-OD00- 003A per the Seminole County Property Appraiser. ^ Depict platted utility easements. Topographic Survey: Perform a Topographic Survey as per Chapter 61G17-6 of the Florida Administrative Code the minimum technical standards of surveying and mapping of the State of Florida. Project length will be approximately 2,300 feet. ^ 20' wide corridor at 100' grid along proposed water line route within Tract "E". ^ 20' wide corridor based on offset of the above mentioned plat lines along lots. ^ Full right-of-way of Chester Hills Road. ^ North half right-of-way of Seneca Meadows Road. ^ North half right-of-way of Orange to the East line of Parcel Identification No. 26-20-30-5AR-OD00-003A. The following information will be located based on the above topographic scope. ^ Above ground visible improvements including but not limited to edge of pavement, driveways, mailboxes and evidence of utilities. ^ Trees 4" at diameter breast height (dbh) and greater. ^ Set three (3) benchmarks based on NAVD88. I:V6i82\Prupnsalsl\4'intcr Siirin ~slRccl~iimrd Nropus~tls`~~~1C•ND I i treuuncnl I~uility Jcsien liu auementatinn.dnc ~. ~~..~ , .~ ~,, . _.. , .~„ „~~> ODARSE r•, n ssoc~ n~ e s, rr~c. February l9, 2009 Project No. 01-09-0088-101 Mr, Terry A1. Zaudtke, P.F.. CPH Engineers, Lrc 1117 E. Robinson Street, Suite C Orlando, Florida 32801 Proposal for Subsurface F_.xploration and Geotechnical Evaluation City of Winter Springs i,ake Jesup Intake/Oalc sorest Tank Winter Springs, Seminole County, Florida Dear Air. Laudtke: Nodarse & Associates, Iuc. (N&A) is pleased to present this proposal for performing a subsurface exploration and geotechnical engineering evaluation for the above-referenced project. The purpose of the exploration is to obtain geotechnical engineering Bala to assist in the design and construction of Sh'l1C[llI'eS for the above referenced project. This proposal outlines our understanding of the project, presents a recommended scope of services, and contains a time and cos[ estimate for providing those services. SITE AND PROJECT DESCRIP"PION The proposed development for this project is divided between two separate sites in Winter Springs, Seminole County, Florida: Lake Jesup Intake site, located near the northern end of Wagner Point Road, north of State Road 434. Lake Jesup is adjacent to this srte ro the north. Oak Forest site, located at an existing municipal spray field located directly west of the Oak Forest residential development. This site is located approximately 1.5 miles south of the Lake Jesup Intake site. CPH Engineers, Inc. Nodarse & Associates, Inc. Project No. 01-09-0088-101 Page 2 Based upon information provided by you, it is our understanding that proposed development consists of the following: Lake Jesun Intake site: A concrete storage tank, pumps, and Actiflo tanks. The collective area of these structures is about 80 feet by 100 feet. The concrete taiilc is about 10 feet high and embedded 1 to 4 feet. The Actiflo talks are about 10 feel high and embedded 2 to 3 feet. Additionally, a wet well is proposed near an existing artesian source in the Parkstone subdivision. (yak Frn~est site: - One cylindrical Crom storage tank, with a liquid capacity of 2.5 million gallons. The tank will have a diameter of approximately 155 feet and a liquid height of at least 26 feet. - One concrete-block single-story building, about 10 feet by 20 feet, for electrical utilities. Based on review of ground surface elevations and the elevations of the piezometric surface of the I=loridian aquifer, as shown on USGS and S.IRWMD maps, artesian conditions may be encountered during drilling operations at the project sites. As a result, ow• scope of services includes grout and casing that are anticipated to be necessary should artesian conditions develop dw•ing drilling. PROPOSED SCOFF, OF SrRVICCS The proposed scope of services is based on tl~e urformation provided, our understanding of the proposed development and our experience in the subject area and similar projects. Our exp]oration is planned to consist of the following: o Coordination of utilities and staking boring locations at the sites. Mobilize mud bug mounted rotary drilling equipment to the sites. CPH Engineers, Inc. Nodarse & Associates, Inc. Project No. 01-09-OU88-lUI Page 3 • At the Lake Jesup Intake site: - Perform one (1) Standard Penetration `Pest (SP"1) borings m a depth of 80 feet and three (3) to 25 feet in the storage lank, Actiflo tanks, and pwnp area. - Perform one (1) SPT boring to a depth of 25 feet in the proposed area of the ~a~ct well in the Parkstone subdivision. • At the Oak sorest site: - Perform one (1) SP"I' boring to a depth of l25 feet and three (3) SPT borings to a depth of 50 feet within the footprint of the proposed Crom tank. - Perform one (1) SPT boring to a depth of 20 feet within the footprint of the proposed electrical building. • Perform visual classification and required laboratory testing of the soil samples obtained front the borings. Laboratory testing will include consolidation, grain size analysis and Atterberg limits tests to verify visual classification of soil types. The exploration will be supervised by a qualiried Geotechnical Engineer registered in the state of Florida and the results of the exploration will be presented in a combined geotechnical engineering report for both sites. This report will specifically offer recommendations on the following items: • Ex1StlItg S1tC Colld11101]S. • Exploration, testing and sampling methods. • Subsurf~3ce soil conditions encountered and soil classifications. • Depth to groundwater at the time of the exploration and estimated seasonal high groundwater levels. • Foundation design recommendations for the proposed structures. • Discussion of general site preparation techniques. P1ZO,IlsC'I' SCHEDiIi,E Based on our present schedule, we are prepared to mobilize to begin the field operations for this project within about five (5) to ten (l~) business days of your written authorization to proceed. We anticipate the field portion of the study to be completed in four (~1) to five (5) days. Engineering analysis, necessary laboratory work, and report preparation should he completed within approximately one (1) to hvo (2) weeks after the completion of field work. CPH Engineers, inc. Nodarse & Associates, Inc. Project No. 01-09-0088-101 Page 4 ESTIR'IAr1'ED COSTS f-~or budgetary planning, we estimate the total cost of services for the described study will be as follows: Lake Jesup Intake Site: $ 7,00.00 Oak sorest Site; $10,215.00 Total: $17,220.00 A detailed breakdown of this cost estimate is attached. Actual quantifier used may vary from this estimate. The final cost of services will be computed from actual units of «~ork performed in accordance with this Scope of Services and bee Estimate. In computing this budget figure we have assumed the site is accessible to our mudbug mounted drilling equipment, that we have right of entry to the site, and that we will not experience excessive delays due to rubble at borehole locations or for other reasons beyond our control. If such conditions are encountered that could cause the cost of the exploration to exceed the budget figure, we will notify the client and obtain approval for the additional work before we proceed. AUTHORIZATION To authorize us to proceed with this project, please execute and return to us both copies of the attached Agreement. N&A will then execute and retrn•n one (i) for pour records. Authorization should he indicated by the person or firm responsible for payment of our invoice. Please note the attached Agreement forms a part of this proposal and that our terms are "Net 30 llays". CPH Engineers, Inc. Nodarse & Associates, Inc Page 5 I'i•ojcct No, 01-09-0088-101 CLOSURE N&A appreciates the opportunity to submit this proposal, and we look forward to working with you on this project. If you have any questions, or if we can provide any additional information, please feel free to call us at your convenience. Sincerely, NODARSE & ASSOCIATES, INC. ~ . _~ _ ,~ _ ~: Tom Kur~en, E.I. Project ~iigineer _~ -- _ _ . _ ___ Ric ~rd G. Acree, P.E. Geotechnica] DcparUnent Manager, VP Jay W . Casper, P.E. Principal Geotechnica) Engineer, VP Attachments: Scope of Services and Fee Estimate Agreement 12 t2U09~01 ~07(Ki3F~ 101 AA~praposJslProyos.al Gip o(R'nnu Springs_Nrc.?J9.0'1 i tl/ I Ff:/pA SCOPE OF SERVICES ANll FEE ES'TI119ATE FOR CITY OF WINTER SPRINGS LAKE JESUP INTAKE /OAK FOREST TANK WINTER SPRINGS, SEMINULE COUNTY, FLORIDA NSA PRO.IECT NO, OI-09-0088-IOI DESCRIPTION OF WORK QTY. RATE UNIT AMOUNT LAKE JESUP INTAKE SITE: I. FIE LD EXPLORATION A. Mobilization of Cre\v and Equipment 1 $ 400.00 each $ 400.00 13. Standard Penetration 'l'est (SP'I'}Boring (I ct 80', 4 a, 25') -- 0 to 50 feet 150 $ 1 1.50 per LC $ 1,725.00 -- SO to 100 feet 30 $ 14.00 per Lf. $ 420.00 C. Grout Seal Borehole -- 0 to 50 feet 125 $ 3.00 per l.f. $ 375.00 -- 50 to 100 feel 30 $ 4.00 per Lf. $ 120.00 D. Thin \vall (Shelby) •T'ube Sampling -- 0 to 50 feet 1 $ 125.00 per l.f. $ 125.00 1/. CaSing A110\1'a11Ce -- 0 to 50 feet 50 $ 7.00 per 1.1: $ 350.00 -- 5(1 to 100 feet 30 $ 9.00 per Lf. $ 270.00 i~. S•Ile Reconrtai~s~ln>'c?tJtihty C:o:~riilr3ta~r> -- Senior Engineering Technician 4 $ 50.00 per 1.f. $ 200A0 Subtotal $ 3,985.00 II. LABORATORY TESTING A Visual E~aminatiol>/Stratify -- Project Engineer 2 $ 30.00 per hour $ 160.00 B Moisture Consent 6 $ 10.00 per test $ 60.00 C. Grain Size Analysis (Single Sieve) 4 $ 40.00 per test $ 160.00 D. Consolidation 1 $ 400.00 per test $ 40Q00 E. Organic Content ? ~~' 40.00 per test $ 80.00 F. Atterberg Limit 4 S 80.00 per teat $ 320.00 Subtotal $ 1,180.00 III. ENGINEERING AND TECHNICAL, SEItVIC'ES A. Senior Geotechnical rngiueea• 4 $ 125.00 per hour $ ~00.U0 B. Project Engineer 12 $ 80.00 per hour $ 960.00 C'. CADD "technician 4 $ SO.UO per hour $ 200.00 D. Adminish~ative Assistant 4 $ 45.00 per hour $ 180A0 s~,bt~t,a1 $ 1,3ao.oo TOTAL FOR LAKE JESUP I NTAKE SITE: ~ 7,005.00 SCOPE OF SERVICI?1S AND FEE ESTIA4ATE FOR CITY OF V4'INTER SPRINGS LAKE JESUP INTAKE / OATC FOREST TANK V1'INTER SPRINGS, SI~MINOLL COUNTY, FLORIDA N&A PROJECT NO. U1-09-01188-101 DESCRIPTION OF WORK Q'rY. RA"rL UNIT AMOUN'T' OAIZ FOREST SITE: I. FIE LD EXPLORATION A. Mobilization of Crew and Equipment I $ 0.00 each $ 0.00 (concurrent with mobilization to Lakc Jesup In take site) B. Standard Penetration '1-est (SPT) Boring (1 n, 125', 3 ~ SU', 1 ~ 20' } -- 0 to 50 feet 220 $ 1 1.50 per l.f. $ 2,530.00 -- 50 to lU0 feet SO $ 14.00 per l.f. $ 700.00 -- 100 to 150 feet 25 $ 18.00 per Lf. $ 450.00 C. Grout Seal Borehole -- 0 to 50 feet 220 $ 3.00 per l.f. $ 660.00 -- 50 to l0U feet 50 $ 4.00 per l.f. $ 20D.U0 -- 100 to 1 SO feet 25 $ 5.00 per Lf. $ 125.00 D. 'Chin wall (Shelby) Tube Sampling -- 0 to 50 feet i $ 125.00 per 1.. $ 125.00 F.. Casing Allowance -- U to 50 feet 200 $ 7.00 per Lf. $ 1,400.00 -- 50 to 100 feet 50 $ 9.00 per Lf. $ 450.00 -- 100 to ] SO feet 25 $ 11.00 per l..`. $ 275.00 F. Site Reconnaissance/Utility Coordination -- Senior Engineering Technician 4 $ 50.00 per 1.f. $ 200.00 Subtotal $ 7, l 15.00 II. LAIIORAT012Y TLS"rING A Visual Eaaminatian/Stratify -- Project Engineer 2 $ 50.00 per hotu• $ 160.00 13 Moisture Content 6 $ 10.00 per test $ 60.00 C. (;rain Size Analysis (Single Sieve) 6 $ 40.00 per test $ 240.00 D. Consolidation 1 $ 400.00 per test $ 400.00 E. Organic Content 2 $ 40.00 per test $ 80.00 P. Atterberg Limit 4 $ 50.00 per test $ 320.00 Subtotal $ 1,260.00 III. ENGINEERINGAND'rECI3NICALSh'.RVICES A. Senior Geotechnical T;ngineer 4 $ 125.00 per how• $ 500.00 B. Project Engineer 12 $ 80.00 per hour $ 960.00 C. CA DD Technician 4 $ 50.00 per hour $ 200,00 D. Administrative Assistant 4 $ 45.00 per hour $ 180.00 Subtotal $ 1,840.00 "1'OTAI. FOR OAIC FOREST S1TE: $ 10,215.00 ~~~ ]675 Lee Ronrl ~^ ~'~' I1~irder Park, Floa•idn 32789 ' _jb ~O D A R S E ~J07. 740.61 J0, (F) 907.740-6112 L R S S O C I R T E S AGREEMENT Project No. 01-09-0088-101/TEK CPH Engineers, Inc. 1117 E. Robinson Street, Suite C -Orlando, Florida 32801 'f his AGRL'EMENT entered into this -day of , 2009 by and between Noda>''St' & Associates, 111c'. and CI'II Engineers, Inc. (Hereinafter referred to as CLIEN 1'). Project Name: Project Locatiat): Project Ovvner: Property Owner: Scope of Work and Compensation City of Winter Springs -Lake Jesup Intakel0ak Forest Tank Winter Springs, Seminole County, Florida Scope of Work and Compensation for Authorized Set~'ices Subsurface Exploration and Geotechnical Engineering Evaluation bake Jesup Intake Site: $ 7,OOS.00 Oak Forest Site: $10,215.00 Total Cost: $17,220.00 Special See Proposal llated: February 19, 2009 Conditions GENL'RAL CONDI"CiONS I. I'ARTIr•,S AND SCOPE OF \i'ORK: Nodarse & Associates, hre. (hereinafter referred to as "N~fA") shall include said company, or its particular division, subsidiary or affiliate performing the +vork. "\1'ork" means the specific geotechnical, analytical testing or other service to be performed by NSA as set foilh in NSA's proposal, the Client's acceptance thereof, bath incorporated herein by this reference, and these Gcncrtl Cunditimrs. "Client" refers to the person or business emit}' ordering the +vork to be done by NSA. If the client is ordering the work nn behalf of another, the Client represents and warrants that the Client is the dul}~ authorized agent of said party for the purpose of ordering and directing said wort:. Further, Client shall disclose any such agency relationship to NSA in writing before the cornmenecnteau of NSA's work hereunder. thtless otltenvise stated in writing, the client assumes sole responsibility Ibr reasonably determining whether the quantity and the nature of the work ordered by the C_'lient are reasonably adequate and sufficient for the Client's intended purpose. Client shall communicate these General Conditions to each and even' third party to whom the Client transmits an}' part of NSA's wark. NSA's work is for the exclusive use of Clicnl, and its properly disclosed principal. In ^o event shall NSA have any duly or obligation to any third party. Further, should Client direct or allow NSA to proceed +vith the +vnrk before executing and returning NSA's proposal, Clicnl hereby irrevocably agrees to be bound by NS:\'s proposal and these General Conditions. 2. TES"I'S AND INSPECTIONS: Clicnl shall cause all tests and inspections of the site, materials and work performed by NSA or others to be timely and properly performed in accordance with the plans, specificatians and contract documents, and NSA's recommendations NSA shall not he liable far any claims far loss, damage or ir>.jury by Client or any third party unless all tests and inspections have been so performed and unless NSA's rccommendatimts have been followed by Client. In the event that all such tests anJ inspections arc not so performed ar NSA's recommendations arc nut so followed, Client agrees to indemnify, defend and hold NSA, its ohlicers, employees, and agents harmless from any and all claims, suits, losses; costs and expenses, including, but not limited to, eauri costs and reasonable attarney's fees prising out of the ft:ilurc to pcrfonn such tests and inspections or to follu+v NSA's reconnnendations except to the extent that such failure is the result of the ne!.;ligence. willful or +vanlon act ar omissian of N&A, its officers, agrms ur employees. 3. SCHL;DLII,ING OG \YORK: If NSA is required Io delay conmtencement of the work, or if, upon embarking upon its +rork, NSA is required to slop or interrupt the progress of Its work as a result of changes in the scope of the work reiluestcil by the Client, to fullill the requircmems Agreement Page 1 of 3 k<.~,.~.,u,.: o:~<r~,.~r.~s !-, ,.. '. `li~ODARSE c nssocrnt'es 1675 Lee Rorrd Wither Park, Florida 32789 407.740.6110, (!:) 407.740-6112 of third partics, intcn options in the progress of construction, or other causes beyond the exclusive reasonable control of N&A, additional charges +vill be applicable and payable by Client. Further, Clicnt agrccs that any schedule or time for performance of NSA's work is an estimate only and is dependant upon conditions outside the control of NSA or otherwise. As a result, Client agrees that NSA's work is not subject to any project or construction schedule. 4. ACCESS TO SITE: Client will arrange and provide such access to the site as is necessary for RSA to perform the work. NSA shall take reasonable measures and precautions to minimize damage to the site and any improvements located thereon as the result of its work or the use of its equipment. However, restoration costs are not included in the contract fee, and Client expressly releases NSA for liability for any damage to the site, and agrees that NSA shalt not be responsible for the cost of restoring the site to its original condition. ]f Client desires or requires NSA Io restore the site to its original condition, there upon +entten request and agreement by Clicnt to pay the cost thereof, N&A will perform such additional work ns is necessary to repair damage to [he site caused by its work or the use of its equipment. 5. DAMAGE TO EXISTING R1AN-t\9ADE OBJECTS: Unless otherwise agreed to in writing, NSA is not responsible for locating or damage to subsurface or latent conditions. 6. RESPONSIBILIT'1': NSA's +vork shall not include determining, supervising or implementing the means, methods, techniques, sequences or procedures of construction. NSA shall not be responsible for evaluating, reporting or affecting job conditions concerning health, safety or +velfare. NSA's work or failure to perform same shall not in any +vay excuse any contractor, subcontractor or supplier from performance of its work in accordance with the connacl documents. 7. S.A111PI~E DISPOS:IL: 1Jnless otherwise agreed in +vriting, test specimens will be disposed of immediately upon completion of the test and all drilling samples or specimens will be disposed of at our discretion after a period of seven (7) days after submission of NSA's soils report. 8. YA1'R1EN"f: Clicnt shall he invoiced at completion of +worl: or once each month for +vork performed during the preceding period. Clicnt agrccs to pay each invoice within thin}' (3U) days of its receipt. 'the Client further agrees to pay interest on all amounts invoiced and nut paid within said thirty (30) day period at the rate of eighteen (I S) percent per annum (or the maxinnnn interest rate permitted tinder applicable law, +ahichever is the lesser) until paid. Client agrccs to pa}' NSA's cost of collection of all amounts which remain dt~ and unpaid after sixty (60) days, including court costs and reasonable attomcy's fees. Failure to make payment +vithin thirty (30) days of invoice shall allo+v NSA to suspend all n'ork hereunder +vithout notice until payment is made. In addition, failure to make payment +vithin Thirty (30) days of invoice shall constinne a release of NSA from any and all claims +vhich Client may have, either in tort or contract, and whether known or unkno++n at the time. 9. TER11•IINATION: This Agreement ntay he terminated by either part)' upon seven (7) days prior written notice. ht the event of termination, NSA shall be compensated by Client for asll services performed up to and including the termination date, including reimbursable expenses, and for the completion of such services and records ^s are necessary to place N~FA's files in order and/or protect its professional reputation and/or errors and omissions claims. Upon termination of this .Agreement, NSA shall have no further liability to Client for any work to be performed under this Agreement. ]0. 1\'ARRANTI': NSA's scrwices +vill be performed, its 17ndings obtained and its reports prepared in accordance with its proposal, Client's acceptance thereof, these General Conditiats, rind with generally accepted principles and practices in the industry. In performing its professional scrviccs, NSA will nse that degree of care and skill ordinarily exercised under similar circumstances by members of its profession. 'I'bis warranty is in lieu of all other wanantics or representations, either expressed or implied. Statements made in NSA reports arc opinions based upon its engineering judgment and arc not to be consented as representations of fact. In the event of any breach of this Ae,rccment 6y NSA, or should NSA, or any of its professional entployccs be found to hove. been negligent in the performing of professional services or work or to have made and breached any expressed or implied +varrvrly, presentation ur contract, then Client, all parties claiming through Clicnt and all partics claiming to haee in any way relied upon N.~A's services or work agree that the maxinnnn aggregate :+mount of the liability of NSA, its nfficers, employees and agents shall be limited to ~50,000.0(.l or the total amount of the fcc paid to NSA for its work performed +vitlt respect to the project whichever amount is more. Not+vithslanding any statements contained herein to the contrary, in uo event shall NSA be liable for any conscyuential or incidental damages (including, +vithout limitation, any claim for delay, loss of efficiency, impact, Inss of production ar anticipated profits) or liability incurred by Client +eith respect to any services fitrnished or to be furnished hereunder by NSA. Client expressly ackno++ledgcs that it has received consideration for this Agreement to limit liability in the form of a lower contract price. Clicnt may, upon written request received within Live (5) days of Client's acceptance hereof; increase the limit of N.CA's liability agreeing to pay NSA an additional sum as agreed in +vriting prior to the commenecmenf of NSA's scrviccs. phis charge is not to be construed as being n charge for insurance of any type, but is increased consideration fur the greater liability involved. IL INllE1INfT1': Clicnt agrccs to defend, indemnify and save harmless NSA from all claims, including negligence claims, suits, losses, personal injuries, death and property liability resulting 5ont N.~A's perfomtance of the proposed +work, +vhether such claims or damages are caused in whole or in part by NSA, and agrees to reimburse NSA for expenses in connection with any such claims or suits. including reasonable attorney's fees. Client's obligation to indemnify is limited to S2 million per occurrence, +which Client agrees bears a reasonable commercial relationship to the +work undci1aken by NSA. Client further agrees (hat these genera) conditions arc a part of the work's specifications or bid documents, if any. Agreement Page 2 of 3 e<.~~un n,•: o: r•ti~. n+w :a ODARSE e nssocrnrrs Ry: Il. ARBITRA"r10N: Anything contained in any other contract document not+vilhstonding, NSA shall not he bound by a provision or agreement (a) requiring or providing fur arbitration of disputes or controversies arising out of N<CA's work or these general conditions, (b) wherein NSA waives its rights Io a mechanic's lien, or (c) conditioning NSA's right to payment upon payment by a third parry. 13. PROVISIONS SEVERABLE: In the event any of the provisions of these C;eneral Conditions should be fount to be uncnforccablc, it shall be stricken ant the remaining provisions shall be enforceable. 14. VLNUIs ANU APPLICABLL; LA14': This Agreement shall be governed by and cmtslnted in accordance +vith the la++-s of the State of Florida. Except with respect for the filing and/or determination of any mechanic liens, in the event of any other legal or equitable action arising under this Agreement, the venue of such action shall lie exclusively within either the state courts of Florida located in Orange County, Florida, or the lhtited States District Cowl for the Middle District of Florida, Orlando Division, and the parties hereto do specifically waive any other jurisdiction and venue. Pwther, all causes of action, including but not limited to actions for indemnification, arising out of NSA's work shall be deemed to have accrued and the applicable statutes of limitation shall commence to run not later than either the date of substantial completion of the work for acts or failures to act occurring prior to subs!anlial completion, or the date of issuance of NSA's final im~oice for acts or failures to act occurring after substantial completion of the +vork. I5. DISCO\'LI2l' OF UN;1N'CICIPATED HA'LARDOUS A7ATERIALS: NSA and Client agree that the discovery of unanticipated hazardous materials constitutes a changed condition mandating a renegotiation of the scope of+vork or termination of services. NSA and Client also agree that the discovery of unanticipated hazardous materials may make it necessary for NSA to take immediate measures to protect health and safzty. Client agrees to compensate NSA for any time spent and expense incurred by NSA to protect employees and the public's health and safeh~. NSA agrees !o notify Client as soon as practical should unanticipated hazardous materials or suspected hazardous materials be encountered. In addition, Caicnt waives any claim against NSA and agrees to defend, indemnity and save NSA harmless Crom an} claim or liability for injury or loss arising from NSA's discovery of unanticipated hazardous materials or suspected hazardous materials. Client also agrees to compensate NSA for any time spent and expense incurred by NSA in defense of any such claim, +vilh such compensation to he hosed upon NSA's prevailing fee schedule and e>:pense reimbursement policy rzlative to reco~~eq~ of dirzct project costs. The undersigned hereb}' accepts all terms and conditions set forth in this AGREEMENT including the General Conditions set forth above, and +varrants that he/she has full authority to bind CI_IF\T. C1ienUAuthorized Agent: NO(~ar'Se ~~ Associates, Iirc. I$InY.e out ~~rord Thal deer nm ptnain) By: Title: O l -09-003 F- 101 CI'H Engineers, Inc. City of \Vintcr Springs I vke Jesup IntakelOak Fores[ 'tank \Vintcr Springs, Seminole County, Florida RGAYCFK/pd 1675 Lee Ronrl li'irrrer• Park, Florit(n 32789 407.740.6110, (F) 407.740-6112 Richard G. Acree, P.F. 'T'itle: Geotechnird Department A4anaNer VP Date A~recntent Page 3 of 3 Date EMI Consulting Specialties, Inc. X742 River Bed Rd Groveland, FI 34736 (3~2) 460-4034 (3~2) 460-4036 (Fax) CLIENTS NAME !ADDRESS CPH Orlando 1117 East Rubinisan St. Orlando, Florida 32801 Fee Estimate DATE ESTIMATE NO. zr_sn_oo~ 1242 PROJECT Winter Springs Artesian Nell CATEGORY DESCRIPTION HRS COST TOTAL 'task I (Design) Clerical General clerical, tiling, invoicing, correspondence, etc. 12 32.00 ;84.00 lingineering Power and control system design for one duplex pump lfi IZS.UO 2.000.00 station per e-mail of 2/19, hvo 1)ow meters, interfacing to SC4DA Design (CADD) Design, draping (CADD). ~ in-ol7ice plotting for Ii~9I 24 7D.OU 1.68UAU review and coordination. F-1 SITI? PLAN G-2 POWER [LIS[i[t 1 3 UI"MILS Specification Fte~~iew design specifications. 4 IZS.00 >O(1.0(1 Permitting Sien and seal lire DI'.P ~ I I O.OU 2ZU.UU SUR CO fAl. -3.78-t.00 TOTAL Page 1 EMI Consulting Specialties, lnc. X742 River Bed Rd Groveland, F= 134736 (352) 460-4034 (352) 460-4Q36 (Fay) CLIENTS NAME /ADDRESS CI'H Orlando 17 Last Rohinison SI. Orlando, Florida :2$01 Fee Estimate DATE ESTIMATE NO. ?i2si2oo7~ 1212 PROJECT Winter Springs .Arnsian Nell CATEGORY DESCRIPTION HRS COST TOTAL Dcliv erahlcs: f)ieilal copies of each suhmitlal Digital specilirllions Lselusions: Constnlction A [lidding. Ser\ ices Securit\~ S\stems "telephone Sgstcros Video S\ stems Intercom Svstcros Ite-deSIL'il Altcrnati\e Anal\'sis I~islrihution of biddin_e docunlenis I)ISIIIhUUUn Ul ShUp dl"aN~lI7gS l31lId1I1~ SCI'\'ll'CS hCflllllllllg SCts h1'OdnC.tlo^ hIOlI II7L' Radio Sun~e)~s Assumptions: One person \rill be assigned to direct GMI's work. L\ISllllg SC'AU.4 S\ Sfinl IS SUlI1CIC'lll Iclr Ill'N' N'OI"k. TOTAL ~~.7~~,.l,(, Page 2 EMI Consulting Specialties, Inc. 574? River Bed Rd Groveland. FI 34736 (352) 460-4034 (352) 460-4036 (Tax) CLIENTS NAME /ADDRESS C'PH Orlando 1 117 East Robinison St. Orlando. Florida 32R01 Fee Estimate DATE ESTIMATE NO. 2120/2U(19 1210 PROJECT Winter Springs Lake Jessup Au... CATEGORY DESCRIPTION HRS COST TOTAL 'task I (Final Uesignj Clerical General clerical tiling, invoicing, correspondence, etc. Z~1 2-4.00 576.00 engineering Design of power. lighting, f IVAC. one 11) augmentation AO 140.00 8.800.00 hooster ~~~ater pump station with storaee at Lake .lessup and one spray site at Oak Forest per e-mails oi'2/18 and x/19. engineering Design ut'SCADA s}stem and Ivcal controls 80 I I(1,0(1 8.800.00 Mectines Three (3) meetings in CPI-1 Orlando IKick-oft; 90°~6. 1G 110.00 1.760.00 100'!6) Meeting, One meeting with the Owna• to discuss controls G 110.00 000.00 Design ICAUD) Design, drafting (CAllD), & in-oflice plotting for EMI IZO 18.00 >,760.00 review and coordination. Dra+ving List Electrical This proposal may be withdrawn by us if not accepted within 90 days TOTAL Page 1 EMI Consulting Specialties, Inc. X742 River Bed Rd Groveland, FI 34736 (3~2) 460-4034 (32)460-4036 (Fax) CLIENTS NAME /ADDRESS CI'H Orlando 11 17 Cast Rohinison St. Orlando. Florida X28111 Fee Estimate DATE ESTIMATE NO. zn_o~?oo~) I zau PROJECT \Nintcr Springs l.ake.lessup Au... CATEGORY DESCRIPTION HRS COST TOTAL E1 SIT6 PLANS 1:2 PO\\rCR RISERS 1:3 LAKE: JIiSSUI' PUMP I3UlLllING I.1G1 CfING PLAN E-4 LAKE JESSUP PUbTP BUILDING POWER PLAN lid LAKIJCSSUI' 5111 PLAN EG AJCC CONTROLS E7 FRONT' VIE\V'S C8 I .IGI-TYING FIXTURE SCHCI)ULC L-:I OAK FOREST SPRAY S17-C PLAN I:10 Pc:)VvER RISL-RS El 1 OAK FOREST PUMP I3lJILDING LIGHTING PLAN E12 OAK FOREST LAKE ,IESSUI' PUMP L3UILDIN(_i I'O\V'CR PLAN El ; OAK FOREST P01V'ER RISER E14 DC"T'AILS In~t l"Unl~ntall0^ I-I sYMBOLs l-2 LAKIi.IIiSSUI' Pfill) 1-d OAK FORTS h PKID I-5 DC l~A1LS Phis proposal nmt be ~cithdrawn by us if not accepted ~~ ithin 90 da}s TOTAL Page 2 EMI Consulting Specialties, Inc. 574? River Bed Rd Groveland, Fl 34736 (32)460-4034 (3~2) 460-4036 (Fax) CLIENTS NAME /ADDRESS CPII Orlando I 1 17 East Kobinisou St. Urlxndo_ Florida 32ft01 Fee Estimate DATE ESTIMATE NO. 2noizoo9 I2-~o PROJECT b1'inler Springs Lake Jessup Au... CATEGORY DESCRIPTION HRS COST TOTAL HVAC V-I SYMBOLS V-2 LAKE.ILSSIIp HVAC V-3 OAI: PORIST HVAC V--I SCLIEDULES & DETAILS V-i Dl="CALLS Specification ('reate or edit and compile design specifications. 30 110.00 3.300.0(1 Cost Iatimate Prepare opinion of cost for EMI design. ? ~IR.00 96.(10 Permitting Sign and seal tin I)IiP ? II(L(I(1 '2(1,(10 SUIiTOTA 1. 29.972.00 Deliverables: Digital copies of dravvines each submittal per I?MI lormat Digital photos Digital specifications per L-MI format 13~clusions: Security Slstcros I clepllolle S)'Slt'n15 VIdeO SVSlenli l=ire protection 13iddinz Services This proposal may be vviihdrawn by us ifnot accepted lvithin 9U days TOTAL Page 3 EMI Consulting Specialties, Inc. 5742 >z~vet• Bed Rd Groveland, I'I 34736 (352) 460-4034 (352} 460-4036 (Pax) CLIENTS NAME /ADDRESS CI'f l Orlando I I I7 Last Ruhinison St. Orlando. I-'lorida X3801 Fee Estimate DATE ESTIMATE NO. 2/3U/3009 13-10 PROJECT Winter Springs Lakr Jessup Au... CATEGORY DESCRIPTION HRS COST TOTAL Intercom S~ stems Re-design alter 90°~~ Alternative Analysis Distribution of bidding documenU Disu~ibution of shop drawings Start-up sen~ices \1'itttess of thctory & field testing Construction Services Assumptions: I:~isting SC'ADA system is sullicient Ibr new work. One person fi•um C'I'H will be assigned to direct E~1I's work. This pn.>posal may be tcithdratvn by us it not accepted within 90 da)s TOTAL ~29,~,~.(,,, Page 4 t w AMENDMENT 15 FOR LAKE JESUP WATER AUGMENTATION FACILITY BETWEEN THE CITY OF WINTER SPRINGS AND CPH ENGINEERS, INC. .1:1ZG~82`d'roposalsi\~1-infer SpringslReclaimed Proposals1A11dLND I S trcaunent facility design for auemcutation.doc ~ ~ , SECTION 1 GENERAL 1.1 The purpose of this Amendment is to provide for Engineering Services, more specifically itemized herein, in the preparation of contract documents for the Lake Jesup Water Augmentation Facility including the treatment system and storage at the Lake Jesup site; offsite storage and pumping at the Oak Forest site; and, the lift station at the artesian well site and piping to the Lake Jesup treatment site. SECTION 2 SCOPE OF SERVICES 2.1 General The OWNER hereby authorizes the ENGINEER to proceed with the preparation of the plans and permit applications necessary to achieve approval and to perform construction. This will be considered to be one project, combining the three locations and systems into one set of drawings. The general sheets of the package will include a single cover sheet with location map(s); general notes and legend sheet; key map sheet and standard details sheets (two assumed). Instrumentation will be provided as a performance specification and we will meet with the City's supplier to make sure they understand the project and the control requirements. We will not provide a design of the control systems. The City's supplier will provide detailed shop drawings for the equipment that they will supply to make the system operational in accordance with the City's requirements. 2,2 Artesian Well a) Gather and review available data on the existing area. Perform site visit to evaluate existing conditions. b) Provide a survey from the artesian well location to the Lake Jesup treatment facility site. See Exhibit A. City will provide the survey for the Lake Jesup treatment facility site. c) Design an in-line submersible lift station to transfer the water from this flowing well to the treatment site on Lake Jesup. The artesian flow will be routed to the lift station and either flow through the lift station to Lake Jesup or the flowwill be pumped to the treatment facility site or a combination of both may occur. When flow is not required for reuse augmentation, the water will freely flow to Lake ,1:1L6j82\Proposals\\~1~inter Springs\Keclaimed NroposalsWR9L•ND 15 treatment facility design fur augmentation.doc ~ e , Jesup. The pumping system will be designed to transfer flow to the storage tank at the treatment facility site. The artesian well water may be blended with the augmentation water and distribution will occur from the Lake Jesup storage tank. The lift station will be provided with the standard controls of a standard duplex type lift station and meet the SCADA standards of the City. The lift station will utilize low service/low head pumps. No direct distribution of irrigation quality water will be provided from this station. This allows the City to keep track of the quantity and quality of the water before distribution. d) Metering devices will be placed at two locations on the station to measure the flow being pumped to the Lake Jesup treatment facility and to measure the flow to Lake Jesup in accordance with SJRWMD requirements and the CUP. e) Based on preliminary engineering previously reviewed and approved, we will prepare 60%, 90% and final design layout/drawings and submit seven (7} sets for review. Sheets to include the following: • Plan sheets (double plan and profile format)1 inch equals 30 foot scale (2300 lineal feet of pipeline route is equivalent to approximately 2 sheets). • Lift station design (use City standard}; includes electrical design • All specifications to be contained on the plans for this lift station. f) This task has been shown separately and can be authorized separately. 2.3 Oak Forest Storage and Pumping a) A two (2) million gallon ground storage tank will be placed on the Oak Forest spray field site. b) The City will provide a survey of the Oak Forest site. c) The system shall be designed as a booster pumping station system. The design approach will include at a minimum the following criteria: • Location of pressure reducing/sustaining valve for filling the tank. • Three variable speed booster pumps; 1 -500 gpm; 2 -1200 gpm; exterior can turbines; with room for two future 1200 gpm pumps • Small masonry block building with HVAC as required forthe electrical systems and controls • Reclaimed Distribution system tie-in locations • Portable generator tie-in capability (no permanent generator will be installed) • No disinfection facilities will be provided at this facility as they are not .1:1L6582U'roposalslWinter SpringslRrclaimed ProposalslAMLND I5 trcatmrnt facility design for auvnentatinn.doc required for the re-pump facility. • Reclaimed distribution system manual valuing (with electric operators) to allow the operation of the system with either the east or west systems in case one system is down or the option to feed from one system to the other. The preliminary site improvements include a stabilized access road and parking, stormwater system, fencing, security features and signage, work pads, seeding and mulching, and final site restoration. d) The GST will fill during low system demand periods, and shall be used to boost pressures during peak demand hours. Controls will be established to allow the system to be remotely monitored and controlled via the City's existing SCADA system. The water level in the tank will be measured with a level transducer and have aback-up float system for high and low water levels. Integrated into the controls will be electric operated and control valves as follows: Fill valve (control valve) on the piping to the GST is to be operated via pressure regulating/sustaining valve that will open at a set pressure. The pressure setting will be determined by the City. Fill valve on the piping to the GST to be closed once tank has been filled and/or during high flow demand periods (peak flow conditions) when booster pumps are in operation. Electric operated shut-off valves as required to isolate tanks and systems (East versus West reclaimed systems) e) The Engineer will retain the services of an electrical engineer to perform electrical design. f) The Engineer will retain the services of geotechnical professional to perform soils testing and foundation design for the tank. g) Based on preliminary engineering previously reviewed and approved, we will prepare 60%, 90% and final design layout/drawingsavd submit seven (7) sets for review. Sheets to include the following: • Site Plan including tank, building, grading and piping. The site plan will only cover the portion of the property used for these improvements. • Electrical/Control Building with details. • Storage tank (Prestressed Concrete) details (2 sheets). Plan view shown on site plan. • Pump details with piping (match Lake Jesup pumps). J:17_,65R2\PmposalslWinter Springs`,Reclaimed Proposals\AMEND I> trcauncnt facility design for auamentation.doc 2.4 Lake Jesup Treatment Facilities a} A two hundred and fifty thousand gallon storage tank will be placed on the Lake Jesup treatment site. Tank shall be designed to be recessed into the ground with the top serving as a park amenity as a deck overlooking the lake. An Actiflo treatment facility will be designed for the treatment of Lake Jesup water. Provision will be provided in the design to add filtration units if required in the future. An intake walkway structure will be designed for the facility. A pavilion will be placed at the end of the walkway over the intake structure. A covered pavilion area will also be designed for the top of the storage tank. The top of the tank will be useable by the public as an observation deck, etc. b) The City will provide a survey of the Lake Jesup site. We will supplement this survey with a survey of the lake bottom for a distance of approximately 150 feet perpendicular to the shoreline and be about 30 feet wide. c) The system shall be designed as a treatment and pumping facility. The design approach will include at a minimum the following criteria: • Three variable speed booster pumps; 1 -500 gpm; 2 -1200 gpm; exterior can turbines; with room to accommodate two future 1200 gpm pumps • Small masonry block building with HVAC as required forthe electrical systems and controls connected to the storage tank. • Distribution system tie-in locations • Portable generator tie-in capability (no permanent generator will be installed) • Disinfection facilities will be provided as they are required for the surface water treatment source. • The preliminary site improvements include a stabilized access road and parking, stormwater system, fencing, security features and signage, work pads, seeding and mulching, and final site restoration. d) The GST will fill during treatment operation, and shalt be used as part of the distribution system during "augmentation" times of the year, i.e. dry periods. Controls will be established to allow the system to be remotely monitored and controlled via the City's existing SCADA system. The water level in the tank will be measured with a level transducer and have a back- up float system for high and low water levels. e) The Engineer will retain the services of an electrical engineer to perform electrical design. J:V6~82\NroposalslWimer SprineslReclaimed PropnsalsW~1END 1 i treatment facility design far autmentation,doc ~ ~ f) The Engineer will retain the services of geotechnical professional to perform soils testing and foundation design for the tank. g) Based on preliminary engineering previously reviewed and approved, we will prepare 60%, 90% and final design layout/drawingssnd submit seven (7) sets for review. Sheets to include the following: • Cover Sheet • General Notes Sheet/Key Sheet • Overall Site Plan including tank, building, grading, piping and intake facilities. The site plan will only cover the portion of the property used for these improvements. • Treatment site plan for a detailed view of the treatment storage and pumping facilities. • Barscreen structure as may be required by the Actiflo system. • Augmentation lift station and details (submersible pump station) • Actiflo system (3 sheets) • Storage tank (2 sheets) • Electrical/Control/Chemical Building with details. • Pump details with piping (match Oak Forest pumps). 2.5 Permitting a) Obtain a permit from FDEP for the treatment and augmentation system. A WRF permit modification is required in accordance with: "62-610.472 Supplemental Water Supplies. (1) Rule 62-610.472, F.A.C., applies to projects for which complete permit applications involving the use of supplemental water supplies were received by the Department on or after [effective date]. Rule 62-610.472, F.A.C., shall also apply to any existing reuse system which proposes to add a new supplemental water supply or to expand the facilities, structures, or pumps used for an existing supplemental water supply; however, these rule requirements shall only apply to the expanded or modified portion of the project. Incorporation of a supplemental water supply into the reuse system shall require a permit modification. " .I;V".Gi821Prnposals\Wintcr SpringslReclaimcd Pmposals\A~9END la treatment lacility design for augmentation.doc s The permit process is a "Specific Modification" of either of the wastewater treatment plant permits. We can decide which permit will be modified. All aspects of the project will be under one permit modification. b) Obtain an Environmental Resource Permit (ERP) for the intake structure/walkway structure from FDEP (Joint permit with Army Corps of Engineers). This project is a wastewater project and the stormwater and dredge and fill activities will be permitted by FDEP under the ERP. c) Submit the required documents to the City of Winter Springs Development Review and attend the meeting of the DRC of the City of Winter Springs. d) OWNER will pay any and all permit fees directly to the agency(ies). e) Submit a Request for Inclusion to the State FDEP SRF program. J:1Z6~82`,Proposals\Winter SprinsU2eclainteJ I'roPusalslA~9CND I5 treaunent facility desien fir auententation dnc SECTION 3 3.1 FEE The fee for the engineering design scope of services described herein will be provided for a lump sum fee of 180 752 for the base services, as shown on the attached manpower breakdown not including the artesian well. The artesian well is a separate Task with a lump sum cost of 15 284. The ENGINEER agrees to prosecute the work in a timely manner until the Project is completed. IN WITNESS WHEREOF, the parties hereto have made and executed this Amendment the day and year first above written. OWNER: City of Winter Springs, Florida ATfES f;. By: Date: ~~~3 J~9 ENGINEER: CPH Engineers, Inc. ATT T i ~~ By. ~ ~.- Date: Z- ~ ~/ ~ J:1'L65821Proposals\\~'inter Sprines\Reclaimed Propnsals~lMFND I S treatment taciliq desien far augmentatirni.doc EXHIBIT A Manpower Breakdown .I:V6~82`,ProposalslWinter Springs\Reclainmd Proposals\A~1LND 15 treatment facility design far augmentatiun.dac Winter Springs Proposal Lake Jesup Water Augmentation Facility Project Project Senior Task 1 Task Descri lion Mana er En ineer Desi n Tech Clerical Preliminary Engineering -Completed SUBTOTAL DIRECT LABOR 0 0 0 0 See supporting documentation for breakdown of miscellaneous expenses OTAL LABOR COST $0.00 Misc. Expenses OTAL TASK 1 $0.00 RATE HOURS Project Manager $155.00 0 $0.00 Project Engineer $125.00 0 $0.00 Senior Design Tech $100.00 0 $0.00 Clerical $55.00 0 $0.00 Total Raw Labor Cost $0.00 Page T-1 Winter Springs Proposal Lake Jesup Water Augmentatjon Facility Task 2 Task Descr' tion Mana er En ineer Desi n Tech Clerical Subconsultant Survey 1 Topographic information of the Lake Jesup site and of the OWNER SUPPLIED protect area to be provided by the OWNER. 2 Topographic information of the Oak Forest site and of the OWNER SUPPLIED _ protect area to be provided by the OWNER. __.___ _ __. _ __. ______ - _._____ _______ _--__ ____- __ ___ __ ___ 3 Survey for dock to the inlet/intake for Lake Supplemental Jesup (50 foot wide by 150 feet long). $1,300.00 . . Geotechnical 5 ,Obtain geotechnical services -Oak Forest $7,005.00 g ,Obtain geofechriical services -Lake Jesup $10,215.00 SUBTOTAL DIRECT LABOR HOURS 0 0 0 0 $18,520.00 TOTAL LABOR COST $0.00 SUBCONSULTANT $18,520.00 TOTAL TASK 2 $18,520.0 RATE HOURS Project Manager $155.00 0 $0.00 Project Engineer $125.00 0 $0.00 Senior Design Tech $100.00 0 $0.00 Clerical $55.00 0 $0.00 Total Raw Labor Cost $0.00 Page T-2 Winter Springs Proposal Lake Jesup Water Augmentation Facility Project Project Senior In-House Task 3 Task Descri tion Mana er En ineer Desi n Tech Clerical Subconsultant __ _Survey Artesian Well __ ._ ~rvey online route~rom the artesian well to I 1 the treatment site. (2300 lineal feet) ~ $6,200.00 SUBTOTAL DIRECT LABOR HOURS 0 0 0 D $6,200.00 TOTAL LABOR COST $0.00 SUBCONSULTANT $6,200.00 TOTAL TASK 3 $6,200.00 RATE HOURS Project Manager $155.00 0 $0.00 Project Engineer $125.00 0 $0.00 Senior Design Tech $100.00 0 $0.00 Clerical $55.00 0 $0.00 Total Raw Labor Cost $0.00 Page T-3 Winter Springs Proposal Lake Jesup Water Augmentation Facility ProjeU ProjeU Senior Task 4 Task Descri lion Maria ar En ineer Des' n Tech Clerical Preparation o(Construction Documents OAK Forest end Lake Jesup Sites 1 Prepare 607(, drawelgs and specifications ,General (S sheets) _ _ _ ' i _ - _._ ___ Cover sheel;bcetion key map;general nolesstandard delails(2) 5 10'. 20 4 Oak Forest Storage and Pumping ... _. '~. _.. Sae grading and dra'etage plan 1 41 g Sae piPmg plan ._. ._ __ ~ _ __ 4} ___B __ Ground storage lank plan and layout _ 1 4 i B _ Ground storege lank details (2 she~ts) _ 1 4 6,. . ._ Electrical and insWmantatior budding plan 1 ~ 6 _ _ _ _ __ :-- - - -g Elecincel and instrumeraation buddin sections and details _ -- _ 1_ . 4T --- _ __ _ 6 _ _ _ High sernce~umps plan _ 1 4i _ _ 8 _ ...__ pump sectons and m details High service PiP g ____ 7 _ _ 4 i B . ._ . . _ ___ _ _-- ___ -- Electrical desgn coordination 4 . - 4', . -___ --..___.._ _ __ _._._. ._.. -.-- .Lake JesuPTreatment Facil~____-___---.-- _ - _ I -- _ _ _ _ Overall Site gradng and drainage plan_ __ 1 4'~. 8! Sae piping plan t 4' 6 TreaMeM Sae plarVpiping of detailed treatment area 1 4. 8 _ Ground storage tant~lan view,pprng layout dala_Ils (2 sheets) __ _ _ 2_ _ _ 81 iGj -- . Electrical, inslrumentaton end chemical bu~ld~ Ian - "gam _ 1 4'~ 6 - ----- Building sedions and details 1 4 ~ 8 Nigh servicepumps plan;sections; details sheets 2 6''. 16 Au mg antation system low service supply lift station _ _ __ 1 4! 8 _ Au mentation waacway/slake structure .__'_ ___ 7 __ __ 41 8 Augmentation system bar screen mechenical~ antl tletails 1 --- 4 - B i - ---- - -- Acfdlo system Plen elevations details (3 sheets) ________ .__, i ~ _ - - ___4 ~.__ - ____._....8-~ _ .-____._._._.. _ Actalo system; structural plan, details and notes_-_ ._. ___ _i 1' 4'. 8 Waste materials pum~slation to WRF (use Clty LS standard) I 7 4, _ 81 Miscellaneous detalls (2 sheets) . > ~ - . __ _ 4 ~ _ ___B ~! __ _ __.. __ _ ___-___,..--.-._ .__-. _ Chemical feed system detalls ~ _ 4 B --- -- -- _ - - r ~ Electrical design coordination ~ --_--- __ 4 -- _ 4_ --__ _ _ 1 _ _ _ _ . _ Prepare cost 60 % estimate ~. _ Provde quality assurance and "ConstruUlGlity" review _ _ _ ', _ _. -.- 8 i _ ___ __ ~ '. Preparetechnicaispec~calions I 21 24 _ i __20 Subma seven sets of documents 21, 2 Mael with City stall to review I 3 i 3 1 '~ Pr~aze written tisl of commentsfsubmil to Cdy for verification 3. 3 2 .Prepare 90%drawingsand specifications_ ___ _ ~ __._ _ , _ General 6 sheetc ~ _ Cover stleeClocalion key maP;genaral notes,standard details(2i_ . _ _ _ _ - 5 _7 _ 20_ 4 Oak Forest Storage and Pumping _ Sile_grading,anddramageplan ~ 1 ,. 2' 81. ~ Ground storage tank plan and layout ___ ___.1 _____2_ _. 8, _ ._ '.. Ground storage lank details (2 sheets __ ___.__ ._.._._._. _. -_ ~-, ._.__? _ .. _ B. ....... '~. Electrical and instrumentation building plan _ ~ 1 .2 8 Electrical and instrumentation building sections and details _ _ _) _ 2j B _ ... _ --- _~h service_pum sp plan _ __ _~_ 2 _ B _ Hi h servroe m sections and i m details P P _g_ - g ~ p 1 . - 2 ~.. - B . _ I --- -- - ---- I Electrical design and coordination _ __ 4 _ _ 4 '~ __ Lake Jesup Treatment Fscllitar ----- - . Overall Sae grading and drainage plan 1 _._ 2_ _. B __. _'_ Site P~9_Plen _.. _____... _~ . ?; _. B I Treatment Site an! i ing_of detailed treatment area 1 2'. _ B Ground storagetank plan view piping layout details 42 sheets) 2 4 16 '. Electrical, instrumentation end chemical budding plan .. _ 1. _____2_ ___ 8 Buildln9 Details .___ . 1 21 _ _-B. _ __ _Hgh servicepumps r~lan;sectrons details (2 sheets) _._.._ . 2 4' _. 16 _ _ . _Aug_mentation s sy tem_low service supply hH station 1 2 _ , 6 _ Augmentation walkway/intake structure _ 1 _ 2 6 baz screen rpachanicalplan and details Augmentation system 1 2 6 _ . Actiao system; lap n elevatons details f3 sheets) _ ._ . . __ . 1 ._ _. 21 8 Actiflo system~slructural plan details and Holes 1 2._ 8 Waste materials pump station to WRF (use City LS standard) 1 2 B. Miscellaneous details (2.sheets) _____ ____.. ___.~ _.Z'. ~ __.... B'. Disinfection facilRies for liquid sodium hypochlalte inj_eGion 1 2 I B. _ Chemical teed system details _ ~ 1 2'. 6' Electrical design and coord'matbn 4 4 Provide qualityasaurance and "Constructibllity'review 4 Bj Prepare technical specifroatbns __ 2 16. _ 6 Submit seven sets of documents _ --_ - ~, - 2 . 2 _ - Meet wdh Clty staff to review 31 3 1 Prepare wralan_list of commanlslsubmil to City for verification _ _ _ i 3 I 3 3 Prepare of 10D% Drawings and spec hcations _ B. 35 _._ 105 6 4 _____ Provide qually assurance and' Conslructibi dy" review 81 5 Prepare an Engineers Estimate of Probable Cost 1 ~ 4 4.. 2 g ~Subma seveiisats of construction documents ~ 2~ 2 SUtl IU SAL UIKtt; I LAtlUK l lb Gl39 JbS TOTAL LABOR COST $112,970.00 EleUrical Subconsultant $29,972 00 TOTAL TASK 4 $142,942 00 RATE HOURS ProjeclManager $155.D0 116 $17,9800D Project Engineer $125.00 284 $35,500 00 Senor Design Tech $100.00 563 $56,31x1 00 Clerical $55.00 58 $3,190.00 Total Labor Cosl $112,970 00 Page Td Winter Springs Proposal Lake Jesup Water Augmentation Facility Task 5 Task Descri lion Mana er En ineer Desi n Tech Clerical Preparation of Construction Documents Artesian Weil Site __ _ __ _ 1 Prepare 60% drawings and specifications Artesian Well Site --- _ _ __ --- Plan and profile (2 sheets _ 2 _ _ -- 8 ----- Lift station plan and details (use City LS standards as guide) _ 2 4 2 Prepare 90% drawings and specifications Artesian Well Site _ - - -- -- Plan and profile (2 sheets) 4 8 __ --- _ _ Lift stationplan and details (use City LS standards as guide) 2 4 3 Prepare of 10D% Drawings 2 4 SUBTOTAL DIRECT LABOR 0 12 28 0 See supporting documentation for breakdown of miscellaneous expenses TOTAL LABOR COST $4,300.00 Electrical Subconsultant $4,784.00 TOTAL TASK 5 $9,084.00 RATE HOURS Project Manager $155.00 0 $0.00 Project Engineer $125.00 12 $1,500.00 Senior Design Tech $100.00 26 $2,800.00 Clerical $55.00 0 $0.00 Total labor Cost $4,300.00 Page T-5 Winter Springs Proposal Lake Jesup Water Augmentation Facility Project Project Senior Task 6 Task Descri tion Mana er En ineer Desi n Tech Clerical Permitting 1 FDEP/ACOE Permit for the intake structure 2 16 16 4 2 Environmental Services related to wetlands, etc. See Below 3 FDEP Treatment Plant Permit under Chapter 62-610 2 16 16 4 4 Submit Re uest for inclusion to SRF 4 12 8 2 SUBTOTAL DIRECT LABOR 8 44 40 10 TOTAL LABOR COST $11,290.00 Environmental $8,000.00 TOTAL TASK 6 $19,290,00 RATE HOURS Project Manager $155.00 8 $1,240.00 Project Engineer $125.00 44 $5,500.00 Senior Design Tech $100.00 40 $4,000.00 Clerical $55.00 10 $550.00 Total Raw Labor Cost $11,290.00 Page T-6 Winter Springs Proposal Lake Jesup Water Augmentation Facility TASK SUMMARY LUMP SUM TASKS TASK 1 PRELIMINARY ENGINEERING Com leted TASK 2 SURVEY & GEOTECHNICAL -Oak Forest and Lake Jesu Sites $18,520.00 TASK 4 PREPARATION OF CONSTRUCTION DOCUMENTS Oak Forest and Lake Jesup Sites $142,942.00 TASK 6 PERMITTING SERVICES $19,290.00 TOTAL BASE LUMP SUM PROJECT DESIGN COST $180,752.00 TASK 3 SURVEY ARTESIAN WELL ROUTE $6,200.00 TASK 5 ARTESIAN WELL CONSTRUCTION DOCUMENTS $9,084.00 TOTAL ARTESIAN LUMP SUM PROJECT DESIGN COST $15,284.00 TOTAL LUMP SUM PROJECT DESIGN COST $196,036.00 Page T-7 Exhibit B Survey Scope Soils Scope Electrical Scope 1:\Z~i~R2\Proposals\Winter Springs\Reclainred Proposals\AMIiND 15 treatment facility design for augtnentation.doc Plat Boundary Information: Field locate plat corners and lot corners to define the following boundary information on the plats. ^ Determine the East line of Tract "E" as per Parkstone Unit 1 as recorded in Plat Book 56, Pages 17 through 21 of the Public Records of Seminole County, Florida. ^ Determine the North line of Lots 219 and 220 as per Parkstone Unit 3 as recorded in Plat Book 59, Pages 19 through 21 of the Public Records of Seminole County, Florida. ^ Show the right-of-way of Chester Hills Road from Lot 220 of the aforementioned plat to the intersection of Seneca Meadows Road. ^ Full right-of-way of Seneca Meadows Road from the intersection of Chester Hills Road to the boundary line dividing Lots 276 and 277. ^ Full right-of-way of Orange Avenue as per D.R. Mitchell's Survey of the Levy Grant, Plat Book 1, Page 5 of the Public Records of Seminole County, Florida, to the East line of Parcel Identification No. 26-20-30-5AR-OD00- 003A per the Seminole County Property Appraiser. ^ Depict platted utility easements. Topographic Survey: Perform a Topographic Survey as per Chapter 61G17-6 of the Florida Administrative Code the minimum technical standards of surveying and mapping of the State of Florida. Project length will be approximately 2,300 feet. ^ 20' wide corridor at 100' grid along proposed water line route within Tract "E". ^ 20' wide corridor based on offset of the above mentioned plat lines along lots. ^ Full right-of-way of Chester Hills Road. ^ North half right-of-way of Seneca Meadows Road. ^ North half right-of-way of Orange to the East line of Parcel Identification No. 26-20-30-5AR-OD00-003A. The following information will be located based on the above topographic scope. ^ Above ground visible improvements including but not limited to edge of pavement, driveways, mailboxes and evidence of utilities. ^ Trees 4" at diameter breast height (dbh) and greater. ^ Set three (3) benchmarks based on NAVD88. J:V6?S21Proposals\\~i%inter Springs\Reclainred Proposals`,AI`4GND IS treatment facility desiai 1'or auamentation.doc !~„~ ~ .~~un;.. February 19, 2009 Project No. 01-09-0088-101 ODARSE & A S S O C I A T E S, I tJ C. Mr. Terry M. Zaudtke, P, E. CPH Engineers, Iiic 1117 E. Robinson Street, Suite C Orlando, Florida 32801 Proposal for Subsurface Exploration and Geotechnical Evaluation Clty of VVintel• Springs Lake Jesup Intake/Oak Forest Tank Winter Springs, Seminole County, Florida Dear Mr. Zaudtke: Nodarse Rr Associates, Inc. (N&A) is pleased to present this proposal for performing a subsurface exploration and geoteclrtiical engineering evaluation for the above-referenced project. The purpose of the exploration is to obtain geotechnical engineering data to assist in the design and construction of structures for the above referenced project. Phis proposal outlines our understanding of the project, presents a recommended scope of services, and contains a time and cost estimate for providing those services. SITE AND PROJECT DESCRIPTION The proposed development for this project is divided between two separate sites in Winter Springs, Seminole County, Florida: - Lake Jesup Intake site, located near the northern end of Wagner Point Raad, north of State Road 434. Lake Jesup is adjacent to this site to the north. - Oak Forest site, located at an existing municipal spray field located directly west of the Oak Forest residential development. This site is located approximately 1.5 miles south of the Lake Jesup Intake site. CPH Engineers, Inc. Nodarse & Associates, Inc. Project No. 01-09-0088-101 Page 2 Based upon information provided by you, it is our understanding that proposed development consists of the following: Lake Jesup Intake site: - A concrete storage tan}:, pumps, and Actiflo tanks. The collective area of these structures is about 80 feet by 100 feet. The concrete tank is about 10 feet ltigh and embedded 1 to 4 feet. The Actiflo tanks are about 10 feet high and embedded 2 to 3 feet. - Additionally, a wet well is proposed near an existing artesian source in the Parkstone subdivision. Oak Forest site: - One cylindrical Crom storage tank, with a liquid capacity of 2.5 million gallons. The tank will have a diameter of approximately 155 feet and a liquid height of at least 26 feet. - One concrete-block single-story building, about 10 feet by 20 feet, for electrical utilities. Based on review of ground surface elevations and the elevations of the piezometric surface of the Floridian aquifer, as shown on USGS and SJItWMD maps, artesian conditions may be encountered during drilling operations at the project sites. As a result, our scope of services includes grout and casing that are anticipated to be necessary should artesian conditions develop during drilling. PROPOSED SCOPE OF SERVICES The proposed scope of services is based on the information provided, our understanding of the proposed development and our experience in the subject area and similar projects. Our exploration is planned to consist of the following: • Coordination of utilities and staking boring locations at the sites. Mobilize mud bug mounted rotary drilling equipment to the sites. CPH Engineers, Inc. Nodarse & Associates, lnc. Project No. 01-09-0088-101 Page 3 • At the Lake Jesup Intake site: - Perform one (1) Standard Penetration Test (SPT) borings to a depth of 80 feet and three (3) to 25 feet in the storage tank, Actiflo tanks, and pump area, - Perform one (1) SPT boring to a depth of 25 feel in the proposed area of the wet well in the Parkstone subdivision. • At the Oak Forest site: - Perform one (1) SPT boring to a depth of 125 feet and three (3) SPT borings to a depth of 50 feet within the footprint of the proposed Crom tank. - Perform one (1) SPT boring to a depth of 20 feet within the footprint of the proposed electrical building. • Perform visual classification and required laboratory testing of the soil samples obtained front the borings. Laboratory testing will include consolidation, grain size analysis and Atterberg knits tests to verify visual classification of soil types. The exploration will be supervised by a qualified Geoteclmical Engineer registered in the slate of Florida and the results of the exploration will be presented in a combined geotechnical engineering report for both sites. This report will specifically offer reconunendations on the following items: • Existing site conditions. • Exploration, testing and sampling methods. • Subsurface soil conditions encountered and soil classifications. • Depth to groundwater at the time of the exploration and estimated seasonal high groundwater levels. • Foundation design recommendations for the proposed structures. • Discussion of general site preparation techniques. PROJECT SCHEDULE Based on our present schedule, we are prepared to mobilize to begin the field operations for this project within about five (5) to ten (10) business days of your written authorization to proceed. VJe anticipate the field portion of the study to be completed in four (4) to five (5) days. Engineering analysis, necessary laboratory work, and report preparation should be completed within approximately one (1) to two (2) weeks after the completion of field work. CPH Engineers, Inc. Nodarse & Associates, Inc. Project No. 01-09-0088-101 Page 4 ESTIMATED COSTS For budgetary plaruiiug, we estimate the total cost of services for the described study will be as follows: Lake 7esup Intake Site: $ 7,00.00 Oak Forest Site; $10,215.00 Total: $17,220.00 A detailed breakdown of this cost estimate is attached. Actual quantifier used may vary from this estimate, The final cost of services will be computed from actual units of work performed in accordance with this Scope of Services and Fee Estimate. In computing this budget figure we have assumed the site is accessible to our mudbug mounted drilling equipment, that we have right of entry to the site, and that we will not experience excessive delays due to rubble at borehole ]ocatio~is or for other reasons beyond our control. If such conditions are encountered that could cause the cost of the exploration to exceed the budget figure, we will notify the client and obtain approval for the additional work before we proceed. AUTHORIZATION To authorize us to proceed with this project, please execute and return to us both copies of the attached Agreement. N&A will then execute and return one (1) for your records. Authorization should be indicated by the person or firm responsible for payment of our im~oice. Please note the attached Agreement forms a part of this proposal and that our terms are "Net 30 Days". CPH Engineers, Inc. Nodarse & Associates, Inc. Project No. 01-09-0088-101 Page 5 CLOSURE N&A appreciates the opportuwty to submit this proposal, and we look forulard to working with you on this project. If you have any questions, or if we can provide any additional information, please feel free to call us at your convenience. Sincerely, NODARSE & ASSOCIATES, INC. Y~ -- =' ~,. ~__.-- Tom Kun n, E.I. Project ~gineer Attachments: Scope of Services and Fee Estimate Agreement Ric and G. Acree, P.E. Geotechnical Department Manager, VP .day W . gasper', P E. Princi}ial ~ebtecluiical Engineer, VP ,. t ,, R~RG99.01-09OCI&8~ 101 Utpioposals~S'roposel_Ciry of 11imn Springs_Rn~.?.19.09. of/T F.1:1pA SCOPE OF SERVICES AND FEE ESTIA4ATE FOR CITY OF WINTER SPRINGS LAKE JESUP INTAKE /OAK FOREST TANK WINTER SPRINGS, SEMINOLE COUNTY, FLORIDA N&A PROTECT NO.O1-09-0088-101 DESCRIPTION OF WORK QTY. RATE UNIT AMOUNT LAKE JESUP INTAKE SITE: I. FIE LD EXPLORATION A. Mobilization of Cre«~ and Equipment 1 $ 400.00 each $ 400.00 B. Standard Penetration'Cest (SPT) Boring (I rt 80', 4 ~ 25') -- 0 to 50 feet 150 $ 11.50 per l.f. $ 1,72S.D0 -- SO to 100 feet 30 $ 14.00 per l.f. $ 420.00 C. Grout Seal Borehole -- 0 to SO feet 125 $ 3.00 per l.f. $ 375.00 -- 50 to 100 feet 30 $ 4.00 per l.f. $ 120.00 D. Thin wall (Shelby) Tube Sampling -- 0 to 50 feet 1 $ 125.00 per l.f. $ 12.00 E, Casing Allowance -- 0 to 50 feet 50 $ 7.00 per I.f. $ 350.00 -- 50 to 100 feet 30 $ 9.00 per l.f $ 270.00 F. Site Recannaissancc/tJtility Coordination -- Senior Engineering "Technician 4 $ X0.00 per ].f. $ 200.00 II. LABORATORY TESTING A Visual Examinatioi~lStratify -- Project Engineer B Moisture Content C. Grain Size Analysis (Single Sie~~e) D. Consolidation E. Organic Content F. Atterberg Limit Subtotal ?_ $ 80.00 per hour $ 160.00 6 $ 10.00 per test $ 60.00 4 $ 40.00 per test $ 160.00 1 $ 400.00 per test $ 400.00 2 $ 40.00 per test $ 80.00 4 $ 80A0 per test $ 320.00 Subtotal $ 1,180.00 iII. ENGINEERING AND TECIiNICAL SERVICES A. Senior Geotecluiical Engineer 4 $ 125.00 per hour $ 500.00 B. Project Engineer 12 $ 80.00 per hour $ 960.00 C. CADD Technician 4 $ 50.00 per hour $ 200.00 D. Administrative Assistant 4 $ 45.00 per hour $ 180.00 &ibtotrl $ 1,840.00 TOTAL rOR LAKF, JF,SUP INTAKE SITE: $ 7,005.00 SCOPE OF SERVICES AND FEE ESTIMATE FOR CITY OF WINTER SPRINGS LAKE JESUP INTAKE /OAK FOREST 'TANK VI'INTER SPRINGS, SEMINOLE COUNTY, FLORIDA NcScA PROJECT NO. 01-09-0088-101 DESCRIPTION OF WORK QTY. RATE UNIT AA40UNT OAIC FOREST SITE: I. FIE LD EXPLORATION A. Mobilization of Crew and Equipment ! $ O.OU each $ 0.00 (concurrent with mobilization to Lake Jesup Intake site) B. Standard Penetration 'l'est (SP"f) Boring (1 @ 125', 3 @ SO', 1 a 20 ') -- 0 to 50 feet 220 $ 11.50 per l.f. $ 2,530.00 -- 50 to 100 feet 50 $ 14.00 per l.f. $ 700.00 -- 100 to 150 feet 25 $ 18.00 per l.f. $ 450.00 C, Grout Seal Borehole -- 0 to SO feet 220 $ 3.00 per l.f. $ 660.00 -- 50 to 100 feet 50 $ 4.00 per l.f. $ 200.00 -- 100 to 150 feet 25 $ 5.00 per l,f. $ 125.00 D. '1'liin wall (Shelby) Tube Sampling -- 0 to 50 feet 1 $ 125.00 per l.f. $ 125.00 E. Casing Allowance -- 0 to SO feet 200 $ 7.00 per l.f. $ 1,400.00 -- SD to 100 feet 50 $ 9.00 per l.f. $ 450.00 -- 100 to 150 feet 25 $ 11.00 per l.f. $ 275.00 F. Site Recoivtaissance!Utility Coordination -- Senior Engineering Technician 4 $ 50.00 per l.f, $ 200.00 Subtotal II. LAI30RATOIiY TESTING A Visual Eaaminatiot~/Stratify -- Project)ngineer B Moisture Content C. Grain Size Analysis (Single Sieve) D. Consolidation E. Organic Content F. Atterherg Limit a r, i i ~.vv 2 $ 80.00 per Hour $ 160,00 6 $ 10.00 per test $ 60.00 6 $ 40.00 per test $ 240.00 1 $ 400.00 per test $ 400.00 2 $ 40.00 per test $ 80.00 4 $ 80.00 per test $ 320.00 Subtotal $ 1,260.00 II1. ENGINEERING AND TECHNICAL SER~~ICES A. Senior Geotechnical Engineer 4 $ 125.00 per hour $ 500.00 D. Project Engineer 12 $ 80.00 per hour $ 960.00 C. CADD Technician 4 $ 50.00 pcr hour $ 200.00 ll. Administrative Assistant 4 $ 45.00 pcr hour $ 130.00 Subtotal $ 1,840.00 TOTAL FOR OAF( FOREST SITE: ~ 10,215.00 1675 Lee Road t~'ittter Par•%, Florida 32789 O D A R S E 407.790.6110, (F) 407.740-6112 6 g S S 0 C I 17 T E S AGREEMENT Project No. 01-09-0088-101/TEK CPH Engineers, Inc. l t l 7 E. Robinson Street, Suite C -Orlando, Florida 32801 This AGREEMENT entered into this _ day of , 2009 by and beilveen Nodarse & AsSOCTaIes, 1710. and CPH Engineers, Inc. (Hereinafter referred to as CLIENT). Project Name: City of Winter Springs -Lake Jesup Intake/oak Forest Tank Project Location: Winter Springs, Seminole County, Florida Project Owner: Property Owner: Scope of Worlc and Colnpcusation for Authorized Services Scope of Work Subsurface Exploration and Geoteclulical Engineering Evaluation and Lake Jesup Intake Site: $ 7,005.00 Compensation Uak Forest Site: $10,215.00 Total Cost: $17,220.00 Special See Proposal Dated: February 19, 2009 Conditions GENERAL CONll1TIONS 1, I'AR'1'IES AND SCOPE OF \\'ORK: Nodnrse S Associates, loc. (hereinafter referred to as "NSA") shall include said company, or its particular division, subsidiary or affiliate performing the work. "1Vork" means the specific geotechnical, analytical, testing or other sen~iee to be performed by NSA as set forth in NSA's proposal, the Client's acceptance thereof, both incorporated herein by this reference, and these General Conditions. "Client" refers to the person or business entity ordering the work to be done by NSA. If the client is ordering the work on behalf of another, the Client represents and warrants that the Client is the duly authorized agent of said party for the purpose of ordering and directing said work. Further, Client shall disclose any such agency relationship to NSA in writing before the commencement of NSA's work hereunder. Unless otherwise stated in writing, the client assumes sole responsibility for reasonably determining whether the quantity and the nature of the work ordered by the Client are reasonably adequate and sufficient for the Client's intended purpose. Client shall communicate these General Conditions to each and ever)- t)tird party to whom the Client transmits any part of N~`;A's work. NScr\'s work is for the exclusive use of Client, and its properly disclosed principal. In no event shall NSeA have any duty or obligation to arty third party. Further, should Client direct or allow NSA to proceed with the work before executing and retuning NSA's proposal, Client hereby irrevocably agrees to be bound by NSA's proposal and these General Conditions. 2. TESTS AND INSPECTIONS: Client shall cause all tests and inspections of the site, materials and +vork performed by NSA or others to be timely and properly performed in accordance with the plans, specifications and contract documents, and NSA's recommendations. NS~1 shall nut be liable for any claims far loss, damage or injury by Client or any third party unless all tests and inspections have been so pcrfonled and unless NSA's rccommcndations have been followed by Client. in the event that all such tests and inspections arc not so perfonncd or NSA's recommendations are not so followed, Client agrees to indemnify, defend and hold NSA, its officers, employees, and agents harmless from any and all claims, suits, losses, costs and expenses, including, but not limited to, court costs and reasonable attorney's fees arising aut of the failure to perform such tests and inspections or to follow NSA's recommendations except to the extent that such failure is the result of the negligence, willful or wanton act or omission of N~~A, its officers, agents or employees. 3. SCHEDULING OF 1YORlC: If NSA is required to delay commencement of the work, or if, upon embarking upon its work, NSA is required In stop or interrupt the progress of its work as n result of changes in the scope of the work requested by dtc Client, to fulfill the mquircmcnts Agreement Page 1 of 3 k~.~,A~n.,~: o_~oe~,uns ODARSE G a f f O C r a T E f I b75 Lee Rond Winter Park, Florida 32789 407.740.6110, (F) 407 740-6112 of third parties, interruptions in the proeress of construction, or other causes beyond the exclusive reasonable control of NSA, additional charges will be applicable and payable by Client, Further, Client agrccs that any schedule or time for performance of NSA's work is an estimate only and is dependant upon conditions outside the control of NSA or otherwise. As a result, Client agrees that NSA's +vork is not subject to any project or construction schedule. 4. ACCESS TO SITE: Client o~ill arrange and provide such access to the site as is necessary for NSA to perform the work. NSA shall take reasonable measures and precautions to minimize damage to the site and any improvements located thereon as the result of its work or the use of its equipment. However, restoration costs are not included in the contract fee, and Client expressly releases N CA for liability for any damage to the site, and agrees that NSA shall trot be responsible for the cost of restoring the site to its original condition. If Client desires or requires NSA to restore the site to its original condition, then upon written request acrd agreement by Client to pay the cost thereof, NSA twill perform such additional work as is necessary to repair damage to the site caused by its twork or the use of its equipment. S. DA117AGE TO E7iISTING i1tAN-)\4ADE OBJECTS: Unless otherwise agreed to in writing, N&A is not responsible for locating or damage to subsurface or latent conditions. 6. RESPONSIBIL1Tl': NSA's twork shall not include determining, superwising or implementing the means, methods, techniques, sequences or procedures of construction. NSA shall not be responsible for evaluating, reporting or affecting job conditions conccming health, safety or welfare. NSA's +vork or failure to perform same shall not in any way excuse any contractor, subcontractor or supplier from performance of its work in accordance with the contract docwnents. 7. SAMPLE DISPOSAL: IJnless otherwise agreed in writing, test specimens will be disposed of immediately upon completion of the test and all drilling samples or specimens will be disposed of at our discretion nfler a period of seven (7) days after submission of NSA's soils report. 8. PAYMENT: Client shall be invoiced at completion of work or once each month for work performed during the preceding period. Client agrccs to pay each invoice twirhin thirty (30) days of its receipt. The Client further agrees to pap interest on all amounts invoiced and not paid wvithin said thirty (30) day period at the rate of eighteen (18) percent per anmrm (or the maximum interest rate pcrmincd under applicable la+v, whichever is the lesser) until paid. Client agrees to pay NSA's cost of collection of all amounts +vhich remain dtre and unpaid after sixty (60) days, including court costs and reasonable attorney's fees. Failure to make payment within thirty (30) days of invoice shall allow NSA to suspend all work hereunder without notice until payment is made. In addition, failure to make payment within Ihirtp (30) days of invoice shall constitute a release of NSA from any and all claims which Client may have, either in tort or contract, and wvhether known or unknown at the time. 9. TERMINATION: This Agreement may be terminated by either party upon seven (7) days prior written notice. ]n the event of termination, NSA shall 6e compensated by Client for all services performed up to and including the termination date, including reimbursable expenses, and for the completion of such sen•ices and records as are necessary to place NSA's files in order and/or protect its professional reputation ;rnd/or errors and omissions claims. Upon termination of this Agreement, NS.A shall have no further liability to Client for any +vork to be performed under this Agreement. 10. \VARRANTI': NSA's services will be performed, its findings obtained and its reports prepared in accordance with its proposal, Client's acceptance thereof, these General Conditions, and with generally accepted principles and practices in the industry. In perforrning its professional services, NSA will use that degree of care and skill ordinarily exercised under similar circumstances by members of its profession. 'this warranh~ is in lieu of all other tvanantics or representations, either expressed or implied. Statements made in NcCA reports arc opinions based upon its enginecringjudgment and arc not to be construed as representations of fact. ht the event of any breach of this Agreement 6y NSA, or should NSA, or any of its professional employees be found to have been negligent in the performing of professional services or work or to have made and breached any expressed or implied warranty, presentation or contract, then Client, all parties claiming through Client and all parties claiming to have in any tway relied upon NSA's services or work agree that the maximum aggregate amount of the liability of NSA, its ofticers, employees and agents shall be limited to 50,000.00 or the total amount of the fee paid to NSA for its work performed with rcs}>ect to the project whichever amount is more. Nohvithstanding any statements contained herein to the contrary, in no event shall N~4A he liable for any consequential nr incidental damages (including, without limitation, any claim for delay, loss of efficiency, impact, loss of production or anticipated proms) or liability incurred by Client with respect to any services furnished or to be furnished hereunder by NRA. Client expressly ackno+wlcdges that it has rccciwcd consideration for this Agreement to limit liability in the form of a lower contract price. Client may, upon written request received +vithin five (5) days of Client's acceptance hereof, increase the limit oC NRA's liability agreeing to pay NSA an adciitianal sum as agreed in writing prior to the commenecment of NS,~'s services. Phis charge is not to be construed as being a charge for insurance of ar.y type, but is increased consideration for the greater liability involved. l 1. INllE11INI"Tl': Client agrccs to defend, indemnify and save harmless NSA from all claims, including negligence claims, suits, losses, personal injurirs, death and property liability resulting from NSA's performance of the proposed work, whether such claims or damages are caused in whole or in part by NSA, and agrees to reimburse NSA for expenses in connection with any such claims or suits, including reasonable attorney's fees. Client's obligation to indemnify is limited to $2 million per occurrence, twhieh Client agrees bears a reasonable commercial relationship to the work undertaken by NRA. Client further agrees that these gencrnl conditions arc a part of the twork's specifications or bid documents, if any. Agreement Page 2 of 3 e~~~~o~a,, na~c<,.i~,n ODARSE 4 a f f O C i N T E f 1675 Lee Road {{'inter Park, Florida 32789 407.740.6110, (Fj 407.740-6112 12. ARBITRATION: Anything contained in any other contract document not+vithstanding, NSA shall not be bound by a provision or agreement (a) requiring or providing for arbitration of disputes or controversies arising out of N&A's ++•ork or these general conditions, (b) +vherein NSA waives its rights to a mechanic's lien, or (c) conditioning NSA's right to payment upon payment by a third party. 13. PROVISIONS SE1'ERABLE: Itt the e+•ent any of the provisions of these General Conditions should he found to be unenforceable, it shall be stricken and the remaining provisions shall be enforceable. l4. VENUE AND APPLICABLE LA1V: This Agreement shall be governed by and consented in accordance with the laws of the State of Florida. Except +vith respect for the feting and,~or determination of any mechanic liens, m the event of any other legal or equitable action arising under this Agreement, the venue of such action shall lie exclusively within either the state courts of Florida located in Orange County, Florida, or the United Stales District Court for the A4iddle District of Florida, Orlando Division, and the parties hereto do specifically waive an}• other jurisdiction and venue. Further, all causes of action, including but not limited to actions for indemnification, arising out of NSA's +vork shall be deemed to have accrued and the applicable stannes of limitation shall commence to run not later than either the date of substantial completion of the work for acts or failures to act occurring prior to substantial completion, or the dale of issuance of NSA's finzl invoice for acts or failures to act occurring after substantial completion of the +vork. I5. DISCOVERY OF UNANTICIPATED HAZARDOUS A9ATERIALS: NSA and Client agree that the discovery of unanticipated hazardous materials constitutes a changed condition mandating a renegotiation of the scope of work or termination of sen•ices. NSA and Client also agree that the discovery of ttnanlicipated hazardous materials may make it necessary for NSA to take immediate measures to protect health and safety. Client agrees to compensate NS.A for any time spent and expense incurred b}' NSA to protect employees and the public's health and safety. NSA agrees to notify Client as soon as practical should unanticipated hazardous materials or suspected hazardous materials be encountered. In addition, Client waives any claim against NSA and agrees to defend, indemnifj+ and save NSA harmless Gorn any claim or Liability for injury or loss arising from NSA's discovery of unamicipatcd hazardous materials or suspected he»rdous materials. Client also agrees to compensate N&A for any time spent and expense incurred by NSA in defense of any such claim, with such compensation to be based upon NSA's prevailing fee schedule and expense reimbursetncnt policy relative to recovery of direct project costs. The undersigned hereby accepts all terms and conditions scl forth in this AGREEA9ENT including the Gcncral Conditions set forth above, and warrants that he/she has full amhoriq• to bind CLIENT. ClientlAuthorized Agent: Islrike nut w•uld thtt does not pcnain) B}': Title: O I -09-008 B-1 O 1 CPH Engineers, Tnc. City of \Vinter Springs Lake Jesup LttakelOak Forest Tank Hinter Springs, Seminole County, Florida RGA/TEK/pd Date B)': Norlarse & Associates, Inc. Richard G. Acree, P.E. Title• Gcotechnical Department Manaeer, VP Agreement Page 3 of 3 DdtC R,.~uon Di~., O:let<~. 7i, ~L EMI Consulting Specialties, Inc. 5742 River Bed Rd Groveland, Fl 34736 (352)460-4034 (32)460-4036(Fa~) CLIENTS NAME /ADDRESS CPH Orlando 1117 East Robinison St. Orlando, Florida ;2801 Fee Estimate DATE ESTIMATE NO. 2l25i2009 1242 PROJECT Winter Springs Artesian Well CATEGORY DESCRIPTION HRS COST TOTAL 7"ask 1 (Design) Clerical General clerical, filing, iovaicing, correspondence, etc. 12 32.00 384.00 Engineering Power and control system design for one duplcs pump 16 125.00 2,000.00 station per a-mail of 2/14, two tiow meters, interlacing to SCADA Design (C.ADD) Design, drafiing (CADD), & in-oflice plotting f~rr C-.i\11 24 70.00 1,680.00 review and coordination. E-I tit iT: YLAN )/-2 POVrTR R1SER ]i-3 Dl?"fAILS Specification Review design specifications. 4 IZ5.00 $00.00 Permitting Sign and seal for DF.P 2 110.00 220A0 SUBTOTAL 4,784A0 TOTAL Page 1 EMI Consulting Specialties, Inc. 5742 River Bed Rd Groveland, FI 34736 (352) 460-4034 (352) 460-4036 (Fax) CLIENTS NAME /ADDRESS CYH Orlando 11 U East Robinisan St. Orlando, Plnrida ,2801 Fee Estimate DATE ESTIMATE NO. 2/25/2009 122 PROJECT Winter Springs .Artesian Well CATEGORY DESCRIPTION HRS COST TOTAL Deliverables: Digital copies of each submillal Digital specifications Exclusions: Consiructiou 6i. Bidding Sen ices Securit~~ Systems Telephone Systems Video Systems Intercom Systems Re-design Alternative Anal}'xis Distribution of bidding documents Distribution of shop drawings Bidding Sen~ices Penuitting Sets Production Plotti»g Radio Sw~~eys Assumplians: One person will be assigned to direct El\41's work. E~istine SC:AD.A system is sufficient for new work. TOTAL ~~,s~.t,~ Page 2 EMI Consulting Specialties, Inc. X742 River Bed Rd Groveland, FI 34736 (352) 460-4034 (352) 460-4036 (Fax) CLIENTS NAME /ADDRESS CPH Orlando 1117 Easl Robinison St. Orlando. Florida 32801 Fee Estimate DATE ESTIMATE NO. 2!20/2009 1240 PROJECT Winter Springs Lake Jessup Au... CATEGORY DESCRIPTION HRS COST TOTAL Task I (Final Design) Clerical General clerical, ailing, invoicing, correspondence, etc. 24 24.00 57(>.00 Engineering Design of po++•er, lighting, IiVAC, mte (1) augmentation 80 110.00 8.800.00 booster water pump statiou with storage at Lake Jessup and one spray site at Oak Forest per e-mails of 2/18 and 2/19. Engineering Design of'SCADA system and local controls 80 11(1.00 8.800.00 A1eetings Three (3) meetings in CPH Orlando (Kick-otT; 90°0, I6 110.00 ],760.00 l oo~o> Meetings One meeting ++•ith the O+aner to discuss controls C 110.00 660.00 Design (CADD) Design, drafting (CART)), & in-once plotting for EA9I 120 x8.00 5,760.00 review and coordination. Dra+sing List Electrical This proposal may be ~+ithdra+vn by us if not accepted within 90 daps TOTAL Page 1 EMT Consulting Specialties, Inc. 574? River Bed Rd Groveland, Fl 34736 (3~2) 460-4034 (3~2) 460-4036 (Fay) CLIENTS NAME /ADDRESS CI'H Orlando 1117 East Rohinison St. Orhutdo. Florida X2801 Fee Estimate DATE ESTIMATE NO. 2!20/2009 ] 2~0 PROJECT Winter Springs bake Jessup Au... CATEGORY DESCRIPTION HRS COST TOTAL El S[7B PLANS E2 PO1V~ER RISERS E3 LAKE JESSUP PUMP BUILDING LIGHI~ING PLAN E-t I,AKF. JL-.SSUP PU~4P BUILDING PO\\%ER PLAN ES LAKL' JESSUP SITE PLAN E6 MCC. CONTROLS E7 FRONT VIEWS GS LIGHTING PIXTLJRE SCHEDULE L•9 OAK FOREST SPRAY S1 TE PLAN E10 POWEILRISERS L= t I OAK FOREST PUMP BUILDING LIGI-TYING PLAN E12 OAK FORES'C LAKE JESSUP PUMP BUILDING PO\YER PLAN E13 OAK FOREST POWER RISER El4 DETAl1.S Instrumentation I-1 SYMBOLS I-2 LAKE JESSUP P&ID l-4 OAK FOREST 1'&1D I-5 DETAILS 'I'bis proposal may he ~~"ithdrawn by us if not accepted ~~•ithin 90 days TOTAL Page 2 EMI Consulting Specialties, Inc. 574? River Bed Rd Groveland, F1 34736 (3~2) 460-4034 (352)460-4036 (Fax) CLIENTS NAME I ADDRESS CPH Orlando J 117 Fast Robinison 5t. Orlattdu. Florida 32801 Fee Estimate DATE ESTIMATE NO. 2/20/2009 1240 PROJECT Winter Springs Lake Jessup Au... CATEGORY DESCRIPTION HRS COST TOTAL HVAC V-1 SY;lQBOLS V-2 LAI{P .IESSUP HVAC V-3 OAK FORL'ST HVAC V-4 SCHEDULES & DETAILS V-5 DETAILS Speci}ication Create or edit and compile design specifications. 30 1 10.00 3.300.00 Cost estimate Prepare opinion of cost for el\4I design. 2 48.00 96.00 Permitting Sigu and seal for DEP 2 110.00 220.00 SUBTOTAL 29.972.00 Deliverables: Digital copies ofdrawings each submiUal per I'MI format Digital photos Digital specifications per EMl format EXC1ll510115: Security Systems 'Telephone Systems Video Systems Fire protection Bidding Sen•ices This proposal may be withdrawn by us if nut accepted within 90 days TOTAL Page 3 • ' j EMI Consulting Specialties, Inc. 5742 River Bed Rd Groveland, Fl 34736 (352) 460-4034 (352) 4b0-4036 (Fax) CLIENTS NAME /ADDRESS CPH Orlando 1117 East Robinison St. Orlando, Florida 32601 Fee Estimate DATE ESTIMATE NO. Z/20/2009 1240 PROJECT Winter Springs Lake Jessup Au... CATEGORY DESCRIPTION HRS COST TOTAL Intercom Systems Re-design after 90°% Alternative Anah•sis Distrihution of bidding documents Distribution of shop drawings Start-up set~~ices \~Vitness of factory & tield testine Construction Services Assumptions: Existing SCAD.A system is sufficient for new work. One person from CPFI will be assigned to direct Eh4]'s work. This proposal maybe withdrawn by us if not accepted within 90 dais TOTAL $29.972.Oo Page 4