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HomeMy WebLinkAboutTab 19 Seminole Pines Associates LTD.pdfPrepared by and return to: Anthony A. Garganese, Esquire Brown, Salzman, Weiss & Garganese, P.A. Post Office Box 2873 Orlando, Florida 32802-2873 (407) 425-9566 MARYANNE MORSE, CLERK OF CIRCUIT COURT SEMINOLE COUNTY BK 04955 PG 1212 CLERK'S # 2003096856 RECORDED 06/06/2003 04:00:54 PN RECORDING FEES 100.50 RECORDED BY G Harford BINDING DEVELOPMENT AGREEMENT THIS BINDING DEVELOPMENT AGREEMENT ("Agreement"), made and executed this 14th day of April, 2003 by and between the CITY OF WINTER SPRINGS, a Florida municipal corporation ("City") whose address is 1126 East State Road 434, Winter Springs, Florida 32708, and SEMINOLE PINES ASSOCIATES, LTD., a Florida limited partnership ("Owner"), whose address is 3801 Bee Ridge Road, Suite 12, Sarasota, Florida 34233. WITNESSETH: WHEREAS, Owner is constructing a second phase to an existing Manufactured Housing Community denoted Tuskawilla Trails, Phase II, on real property located within the City of Winter Springs Town Center; and WHEREAS, the parties desire to memorialize their mutual understanding that the real property will be developed as the Tuskawilla Trails, Phase II, project in accordance with the Town Center Zoning District requirements adopted by the City, (the "Project"); and WHEREAS, this Agreement was entered into in conjunction with the City Commission of Winter Springs' approval of the Final Development Plan for Tuskawilla Trails, Phase II, on April 14, 2003 ("Final Development Plan"). NOW THEREFORE, in consideration of the mutual promises and covenants contained herein, the parties mutually agree as follows: Section 1. Recitals. The foregoing recitals are hereby incorporated herein by this reference. Section 2. rkuthority. This Agreement is entered into pursuant to the Florida Municipal Home Rule Powers Act. Page 1 of 7 FILE NUM 2003096856 OR BOOK 04855 PAGE 1213 Section 3. SuMect Pro er . The real property subject to, and bound by the terms and conditions of this Agreement, is legally described on Exhibit "A" ("Property"), which is attached hereto and fully incorporated herein by this reference. Section 4. Representations of Owner. Owner hereby represents and warrants to City that Owner has the power and authority to execute, deliver and perform the terms and provisions of this Agreement and has taken all necessary action to authorize the execution, delivery and performance of this Agreement. This Agreement will, when duly executed and delivered by Owner and recorded in the public records of Seminole County, Florida, constitute a legal, valid and binding obligation enforceable against Owner and the Property in accordance with the terms and conditions of this Agreement. Owner represents it has voluntarily and willfully executed this Agreement for purposes of binding the Property to the terms and conditions set forth in this Agreement. Section 5. Owner's Obligations and Commitments. In consideration of the City entering into this Agreement with Owner, Owner voluntarily agrees as follows: 5.1 Parks and Recreation Concurrent-' Owner acknowledges that the City currently has on -site parks and recreation concurrency requirements pursuant to City Code. For purposes of satisfying the concurrency requirement, the City agrees to calculate said requirement by combining Phase I and Phase II of the Tuskawilla Trails development. Based on said calculation, Owner shall be required to construct and maintain in perpetuity a nature trail around the entire perimeter of the Wet Detention Pond and an open playground area, as depicted and specified on the Final Development Plan. The nature trail and playground area shall be constructed and maintained in good condition in accordance with the Final Development Plan. Said trail shall consist of a six (6') foot wide, compacted subgrade, mulch surface deemed suitable for walking by the City. In addition, Owner shall install and maintain in good condition a nature trail, playground identification sign and a park bench as depicted and specified in the Final Development Plan. 5.2 Landscape Buffer: Owner shall maintain in a uniform and good condition a twenty-five foot (25') minimum landscape buffer -yard along the right- of-way called Nature's Way. There shall be no tree removal or grubbing with mechanical equipment in this buffer area with the exception of two (2) 15-foot wide utility easements shown on the Final Development Plan. 5.3 Potable Water: Potable water service shall be provided by the City water system by way of connection to the existing 12" water main on Tuskawilla Road and extension of an 8" water main to the Property. Design and construction of all lines, fire hydrants, and appurtenances shall conform to City and Florida Department of Environmental Protection standards. Upon certification of construction completion, the City will take over ownership Page 2 of 7 FILE NUM 2003096856 OR BOOK 04855 PAGE 1214 _ and operate the lines, stations and appurtenances up to the boundaries of each individual lot line. 5.4 Sanitary Sewer: Sanitary sewer service shall be provided by the City sanitary sewer system by way of connection to the existing wastewater system serving the adjacent subdivision called Avery Park via construction of a City -owned lift station and 4" sewer force main. Design and construction of all lines, lift stations, and appurtenances shall conform to City and Florida Department of Environmental Protection standards. Upon certification of construction completion, the City will take over ownership and operate the lines, lift stations, and appurtenances up to the boundaries of each individual lot line. 5.5 Additional Construction Reimbursement: Construction of Tuskawilla Trails, Phase II, includes water and sewer amenities that have been oversized to accommodate areas in addition to the Property. The City has agreed to share, in part, the actual cost of the surveying, design, permitting and construction activities over and above that needed for the Property. The City's share of the actual costs is generally set forth in the memorandum to Kip Lockcuff, City Utility Director, from John Webb, originally dated February 12, 2003, and revised March 11, 2003. A copy of the memorandum is attached as Exhibit "B" and fully incorporated herein by this reference. The City shall pay its share of the costs within fourteen (14) days of the City accepting ownership of the water and sewer utilities required under Paragraphs 5.3 and 5.4 of this Agreement. 5.6 Seminole Count Ri ht-of-wa Utilization: Owner shall be required to obtain all Seminole County right-of-way utilization permits deemed necessary to extend water and sewer to the Property. Copies of the permits shall be provided to the City promptly upon Owner's receipt. 5.7 Sidewalks and Roadways: It is the intent and purpose of this Paragraph to develop Tuskawilla Trails, Phase II, consistent with Phase I with respect to sidewalks and roadways. Therefore, sidewalks shall not be required for Phase II. In addition, the road right-of-way for Phase II shall be thirty (30) feet in width, including ribbon curbs, as depicted in the Final Development Plan. 5.8 Mohawk Trail Fence: The existing fence on the south end of Mohawk Trail will be removed and replaced with a "knock -down" fence in accordance with the standards established by the City's Fire Department. 5.9 Tree Ordinance: (a) Tree Replacement Assessment. Since Owner originally filed its Application for Preliminary and Final Development Plan Approval prior Page 3 of 7 FILE NUM 2003096856 OR BOOK 04855 PAGE 1215 to the adoption of Ordinance No. 2002-08 repealing Chapter 5, Winter Springs Land Development Code, regarding tree protection and preservation, Owner is vested to a limited extent to be regulated under Chapter 5 of the Winter Springs Land Development Code as it existed prior to the adoption of Ordinance 2002-08 (Chapter 5 prior to its repeal shall be referred to as the "Tree Ordinance"). Particularly, Owner is only vested with respect to tree removal and replacement rights and tree replacement assessments and credits as more specifically granted and set forth in the Final Development Plan and the Landscape Site Plan approved by the City Commission on April 14, 2003, and this Agreement. Owner acknowledges and agrees that no other vesting from Ordinance 2002-08 has been granted by the City. In the event that the approved Final Development Plan should ever be deemed by the City to be abandoned pursuant to the City of Winter Springs Land Development Code, the limited vested right involving the Tree Ordinance granted hereunder shall no longer be applicable and any development on the Property subsequent to such abandonment of the Final Development Plan shall comply with Ordinance 2002-08 as amended from time to time. (b) Tree Protection Guidelines. Owner and its construction contractors shall fully comply at all times with the Tree Protection Guidelines set forth in Exhibit "C" attached hereto and made part hereof by reference. (c) Arbor Permit Fees. Based on 899 trees being removed from the Property, Owner shall pay the City Nine Thousand One Hundred Eighty and No/100 ($9,180.00) Dollars in arbor permit fees. Said fees shall be fully paid at such time required by City policy. (d) Tree Credits. Based on the tree credits earned by Owner for the enhanced landscaping being provided pursuant to the Landscape Plan, Owner is not required to pay any money to the City's tree bank. 5.10 Utility Easements: Within thirty (30) days of the effective date of this Agreement, Owner shall grant to the City, in a form acceptable to the City Attorney, the following utility easements: (a) A blanket utility easement over, on and under all roadways constructed and depicted on the Final Development Plan. (b) Three (3) fifteen (15) foot utility easements over, on, and under the areas depicted on the Final Development Plan. (c) A lift station utility easement over, on, and under the area depicted on the Final Development Plan. Page 4 of 7 FILE NUM 2003096856 OR BOOK 04855 PAGE 1216 Owner shall be responsible for providing legal descriptions acceptable to the City for all easements required by this Agreement. 5.11 Final Development and Landscape Plan: Owner shall construct the Project in accordance with the requirements of the Final Development Plan and Landscape Plan approved by the City Commission on April 14, 2003, as may be amended upon Owner's request from time to time by the City Commission. The requirements of the Final Development Plan and Landscape Plan are fully incorporated herein, and deemed a material part of this Agreement, by this reference. Section 6. Successors and Assigns. This Agreement shall automatically be binding upon and shall inure to the benefit of the successors and assigns of each of the parties. Section 7. Applicable Law. This Agreement shall be governed by and constructed in accordance with the laws of the State of Florida. Section 8. Amendments. This Agreement shall not be modified or amended except by written agreement duly executed by both parties hereto and approved by the City Commission. Section 9. Entire A!reement. This Agreement supersedes any other agreement, oral or written, and contains the entire agreement between the City and Owner as to the subject matter thereof. Section 10. Severabitity. If any provision of the Agreement shall be held to be invalid or unenforceable to any extent by a court of competent jurisdiction, the same shall not affect in any respect the validity or enforceability of the remainder of this Agreement. Section 11. Effective Date. This Agreement shall become effective upon approval by the City of Winter Springs City Commission and execution of the Agreement by both parties. Section 12. Recordation. This Agreement shall be recorded in the public records of Seminole County, Florida, and shall run with the land. Section 13. Relationship of the Parties. The relationship of the parties to this Agreement is contractual and Owner is an independent contractor and not an agent of the City. Nothing herein shall be deemed to create a joint venture or principal -agent relationship between the parties, and neither party is authorized to, nor shall either party act toward third persons or the public in any manner which would indicate any such relationship with the other. Page 5 of 7 FILE NUM 2003096856 OR BOOK 04855 PAGE 1217 Section 14. Sovereign Immunity. Nothing contained in this Agreement shall be construed as a waiver of the City's right to sovereign immunity under Section 768.28, Florida Statutes, or any other limitation on the City's potential liability under state and federal law. Section 15. City's Police Power. Owner agrees and acknowledges that the City hereby reserves all police powers granted to the City by law. In no way shall this Agreement be construed as the City bargaining away or surrendering its police powers. Section 16. Interpretation. The parties hereby agree and acknowledge that they have both participated equally in the drafting of this Agreement and no party shall be favored or disfavored regarding the interpretation to this Agreement in the event of a dispute between the parties. Section 17. Permits. The failure of this Agreement to address any particular City, county, state, and federal permit, condition, term, or restriction shall not relieve Owner or the City of the necessity of complying with the law governing said permitting requirements, conditions, terms, or restriction. Section 18. Third Party Rights. This Agreement is not a third party beneficiary contract and shall not in any way whatsoever create any rights on behalf of any third party. Section 19. Specific Performance. Strict compliance shall be required with each and every provision of the Agreement. The parties agree that failure to perform the obligations provided by this Agreement shall result in irreparable damage and that specific performance of these obligations may by obtained by suit in equity. Section 20. Attorney's Fees. In connection with any arbitration or litigation arising out of this Agreement, the prevailing party shall be entitled to recover reasonable attorney's fees and costs though all appeals to the extent permitted by law. Section 21. Future Rezoning/Development Permits. Nothing herein shall limit the City's authority to grant or deny any future rezoning or development permit applications or requests subsequent to the effective date of this Agreement. In addition, nothing herein shall be construed as granting or creating a vested property right or interest in Owner or on the Property. [Signature Page Follows] Page 6 of 7 FILE NUM 2003096856 OR BOOK 04855 PAGE 1218 IN WITNESS WHEREOF the parties have hereunto set their hands and seal on the date first above written. Signed, sealed and delivered in the Bence of.- 1 (Print Name of Witness) (Print Nanne f Witness) SEMINOLE PINES ASSOCIATES, LTD. a Florida limited partnership Owner/Attorney Name and CITY OF WINTER SPRINGS, a Florida municipal corporation, By; J�N F. BUSH, Mayor LUACES, City Clerk STATE OF FLORIDA) COUNTY OF SEMINOLE) The foregoing instrument was acknowledged before me this V day of 2003, by JZ;c-�cxrj tj. rlk an individual, who i ersonal y known o me who produced as identi ication. .ltlWak�. BABK= Si nature of Notary Public MY MM , ION,.d 00 031479 s r�lP�StE tgmb9r9;. i kj4k&1, S `'" (Print Notary Name) My Commission Expires Gl-o�i�S AFFIX NOTARY STAMP Commission No.: L b03 / t/ % Page 7 of 7 FILE NUM 2003096856 BINDING DEVELOPMENT AGRELWEK 04855 PAGE 1219 EXIT LIST 1. Exhibit "A" I Exhibit `B" 3. Exhibit "C" Legal Description Memorandum of Cost Sharing Tree Protection Guidelines FILE NUM 2003096856 OR BOOK 04855 PAGE 1220 11: BOUNDARY DESCRIPTION SKA LA TRAILS - PHASE II : A portion of Lot 59, Block "D", D. R. MCHELL'S SURVEY OF THE LEVY GRANT ON LAKE JESSUP recorded in Plat Book 1, Page 5 Public Records of Seminole County, Florida being more particularly described as follows: Commence at the Northwest corner of Lot 38 Block "D" of said D. R. MITCHELL'S SURVEY OF THE LEVY GRANT ON LAKE JESSUP, thence N83o50'35"E a distance of 1929.61 feet along the Northerly line of Lots 38, 37, and 36 of said "BLOCK D" to the Northeast Corner of said Lot 36 of BLOCK "D"; thence S22o02'47E a distance of 2140.93 feet along the Easterly line of said Lots 36 and 59 of BLOCK "D" to the Northerly line of TUSKAWILLA recorded in Plat Book 1, Page 5 of the Public Records of Seminole County, Florida; thence N87o04'22"W a distance of 148.66 feet to the POINT OF BEGINNING of the herein described parcel; thence continue N8704'22"W a distance of 821.65 feet; thence S03o34'58"W a distance of 25.00 feet; thence N87o27'51 "W a distance of 488.66 feet; thence NO2o55'20"E a distance of 358.41 feet; thence S87o04'40"E a distance of 116.63 feet; thence S06o33'10"E a distance of 25.35 feet; thence S87o04'40"E a distance of 37.94 feet; thence N67o57'06"E a distance of 185.57 feet; thence S22o02'54"E a distance of 30.29 feet; thence N67o57'13"E a distance of 122.16 feet; thence S22o02'58"E a distance of 74.12 feet; thence S87o04'40"E a distance of 498.88 feet; thence S21o43'08"E a distance of 247.77 feet to the point of curvature of a nontangent circular curve, concave to the Northwest, whose radius is 150.66 feet and chord bearing is N73o 1 P25 "E and chord distance is 27.51 feet; thence along the arc of said curve through a central angle of 10028'24" for a distance of 27.54 feet; thence N67o57'13"E a distance of 104.59 feet to the point of curvature of a circular curve, concave to the Northwest, whose radius is 25.00 feet and chord bearing is N22o57'13"E and chord distance is 35.36 feet; thence along the arc of said curve through a central angle of 90000'00" for a distance of 39.27 feet; thence S22o02'47"E a distance of 222.26 feet to the POINT OF BEGINNING. Containing 9.25 acres of land, more or less. FILE NUM 2003096856 EXHIBIT `B" OR BOOK 04855 PAGE 1221 Webb Ic Associates, Jlfc. Caltsult« S «reers 925 S. DENNING DRIVE, WINTER PARK, FLORIDA 32789 February 12, 2003 (revised March 11, 2003) City of Winter Springs, Florida Telephone: 407-327-1800 1126 East State Road 434 Facsimile: 407-327-6695 Winter Springs, Florida 32708-2799 Attention: Mr. Kip Lockcuff, P.E./Utility Director City of Winter Springs Re: _ Calculation of Cost Sharing (revised per our discussion) Tuskawilla Trails Phase II Construction Project No.: S21-01.1 Dear Mr. Lockuff: John B. Webb & Associates, Inc. (JBW&A) on behalf of Sunshine Communities/Seminole Pines Associates has developed the following evaluation of Cost Sharing for the surveying, engineering, and construction of the above referenced project. This comes as a result of our previous discussions involving modifications to the construction plans to provide amenities to the benefit of the City which would normally not have been included in the design. The items generally fall in these categories: ITEM Additional Construction Items Additional Engineering CITY COST SHARE $51,372.47 $ 3,684.83 TOTAL $55,057.00 The ensuing describes the process used in the establishment of these costs: ITEM I: Additional Construction Items This item encompasses those intended improvements which are to the benefit of the City which would normally not have been included in the design. These items were included in construction at the request of the City of Winter Springs. E-MAIL: W'EBBENGR@AOL.COM 0 PHONE (407) 622-9322 6 FAX: (407) 322-9325 FILE NUM 2003096856 OR BOOK 04855 PAGE 1222 Mr. Kip Lockcuff, P.E./Utility Director > February 12, 2003 (revised March 11, 2003) Page 2 Attached Please find the following: • Table 1 - Cost Sharing Evaluation for Construction of Tuskawilla Trails - Phase II (revised March 11, 2003) • Bid Estimate • Attachment A - Determination of Cost Sharing of Lift Station Construction Based on Wastewater Flow. • Attachment B - Comparison of Sanitary Sewer Change Without Commercial. • Bid Estimate and Schedule of Cost Sharing The "Bid Estimate" details the lowest responsible bidders estimated line item cost for construction. The "Bid Estimate and Schedule of Cost Sharing" documents the difference between the estimated cost for construction of the project in accordance with the current plans compared to the estimated cost for construction without the i additions requested by the City. Enclosed is "Table 1 " which further describes item by item the quantity and cost differences documented in the "Bid Estimate and Schedule of Cost Sharing". ITEM II: Additional Engineering JBW&A in accordance with owner's instruction modified the construction plans to provide amenities to the benefit of the City which would normally not have been included in the design. These generally included the design, - calculations, engineering and plan preparation/modification for the following: A. JBW&A prepared an "Evaluation of Wastewater Transmission System Alignment" report dated March 7, 2002, which included estimated flows from Tuskawilla Trails Phase II, the Commercial Property lying immediately east of Tuskawilla Trails and Residential Property lying between Tuskawilla Trails and Avery Park. The evaluation included sizing of pump station and pumps to manage this flow, and three (3) alternate force main routes for City evaluation. City staff reviewed the evaluation and made recommendation on the preferred route. This route and pipe sizing was configured to accommodate future connections for the areas noted above. John B. Webb & Associates, Inc. Cost Sharing 3-11-03 FILE NUM 2003096856 OR BOOK 04855 PAGE 1223 Mr. Kip Lockcuff, P.E./Utility Director February 12, 2003 (revised March 11, 2003) Page 2 B. Evaluation and setting of manholes and inverts in the Commercial Property immediately east of Tuskawilla Trails in order to set the proper depth of the connection manhole (0) in Phase II. C. Evaluation and sizing of Lift Station and pumps in order to manage the flows from not only Phase II but also the total build -out of Commercial Property east of Phase II and Residential Property south of Tuskawilla Trails. Please note Sunshine Communities, Inc./Tuskawilla Tails would expect to receive to their (future) credit a pro -rated share of the cost for the lift station construction when the Phase I sanitary sewer is constructed (i.e. they are prepaying $31,545.00 or 43.14% of the total lift station cost for the anticipated Phase I sanitary sewer flow, see Attachment "A"). Your prompt review and approval of the cost sharing estimate would be appreciated as the Tuskawilla Trails Phase II Final Development Plans and Developer's Agreement will be finalized in the near future. If you should have any question or require additional information, do not hesitate to contact our office. Sincerely, JOHN B. WEBB & ASSOCIATES, INC. -A— �J Jo Q,�l 1,t� B. Webb, III, P.E. Senior Project Manager enclosures cc: Todd Newby, Property Manager/Tuskawilla Trails/Sunshine Communities, Inc. John B. Webb & Associates, Inc. Cost Sharing 3-11-03 FILE NUM 2003096856 OR BOOK 04855 PAGE 1224 TABLE 1 Cost Sharing Evaluation for the Construction of Tuskawilla Trails - Phase II (revised March 11, 2003) Project No.: S21-01.1 The following list provides further commentary to describe the modifications to the "Bid Estimate" that is presented on the "Bid Estimate and Scheduling of Cost Sharing". The line item noted below references the specific line item on the "Bid Estimate and Scheduling of Cost Sharing": ITEM NO. DESCRIPTION OF MODIFICATION 4.01 through 4.04 The east 8" gravity sewer trunk line on Pawnee Trail was lowered in order to provide gravity service for future connection to Commercial property east of Tuskawilla Trails. The revised cost for these items deducts the deep pipe construction and adds shallow pipe construction. In addition, once the commercial connection is removed, then Manhole #9 can be relocated to Station 10+60 Pawnee Trail. This results in a reduction in pipe length from 298 linear feet to 85 linear feet (see Attachment B). 4.07 and 4.10 The east 8" gravity sewer trunk main on Pawnee Trail was lowered in order to provide gravity service for future connection for Commercial property east of Tuskawilla Trails. The revised cost for these items deducts one deep manhole and adds a shallow manhole construction. 5.01 and 5.03 Due to the connection to the future Commercial property, the wetwell was required to be deeper. In addition the diameter of the wetwell, pumps electrical controls, site work required to be enhanced to accommodate the additional flows from the future connections. The revised cost is prorated based on the anticipated flows to the lift station (see Attachment A). 5.02 The force main serving Phase II only, could have been 2-1 /2" to Avery Park. In order to provide for future development, a 4" force main was integrated in the design at the request of the City. The revised cost denotes the fee for construction of a 2-1/2" force main to connection in Avery Park. 6.04 8" Gate Valve and Box added to new 8" water main on Natures Trail at request of the City to serve future connection to Commercial property east of Tuskawilla Trails. John B. Webb & Associates, Inc. Page 1 of 1 Table I FILE BID ESTIMATE ht March 11, 2003 OR BOOc4�`pp�� bidder. Some quantitiespeft91fed h 5 to Bidders corrections. Tuskawilla Trails Phase II Item No. Description Quantity Unit Unit Price Total Price 1.00 )JObilizalion, l3onds .mil Pci•rhits' _ 1 LS $73,115.00 $73,115.00 2.00 CIc'.H11+�,01711bbititr .illcl,l+:rosic�i ;C a 4-' 1 LS $127,465.00 $127,465.00 3.0.0 EX, caN?a.tion, Gra(IirtaIId.00111Paetion 1 LS $94,700.00 $94,700.00 =1.1141 . _S.iizitary Sc►rcr Syst�ttii = - f- _.'77-7-7 4.01 8" PVC Gravity Sewer (0'-6' cut) 50 LF $19.50 $975.00 4.02 8" PVC Gravity Sewer (6'-8' cut) 739 LF $21.50 $15,888.50 4.03 8" PVC Gravity Sewer (8'-10' cut) 405 LF $23.50 $9,517.50 4.04 8" PVC Gravity Sewer (10'-12' cut) 654 1 LF $27.00 $17,658.00 4.05 10" PVC Gravity Sewer (14'-16' cut) 48 LF $31.50 $1,512.00 4.06 4' Dia. Sanitary Manhole: 0' to 6' Deep 1 EA $2,175.00 $2,175.00 t.07 4' Dia. Sanitary Manhole: 6' to 8' Deep 2 EA $2,435.00 $4,870.00 08 4' Dia. San Manhole: 8' to 10' Deep 1 EA $2,850.00 $2,850.00 .J9 4' Dia. San Manhole: 10' to 12' Deep 1 EA $3,500.00 $3,500.00 4.10 4' Dia. San Manhole: 12' to 14' Deep 1 EA $3,755.00 $3,755.00 4.11 4' Dia. San Manhole: 14' to 16' Deep 3 EA $4,375.00 $13,125.00 4.12 Manhole Drop Connection 2 EA $400.00 $800.00 4.13 Single Service Connection, Short 2 EA $300.00 $600.00 4.14 Double Service Connection, Short 8 EA $320.00 $2,560.00 4"15 Double Service Connection, Long 7 EA $360.00 $2,520.00 Subtotal Sanitary Sewer $82,306.00 5:00 Lift S#.r#isii aiiiJi.orci 1lr7in: ci ,r 5.01 Lift Station Complete in -Place (pumps, wetwell, hatch, piping, electrical, controls, site work, etc.) 1 LS $61,850.00 $61,850.00 5.02 4" PVC Force Main and Fittings including RJW clearing, grubbing, connect to exist. MH, removal & replacement of pavers, paving, curb and fence) 1 LS $25,550.00 $25,550.00 5.03 Lift Station Telemetry (SCADA) per City of Winter Springs Specifications. 1 LS $11,280.00 $11,280.00 1 Subtotal Lift Sta. wid FM $98,680.00 Bid Estimate 1 of 3 FILE NUM 2003096856 OR BOOK 04855 PAGE 1226 March 11, 2003 BID ESTIMATE Tuskawilla Trails Phase II Prices shown from low bidder. Some quantities changed due to Bidders corrections. U Ntable-w"ter : Im'"I'MIN 6.01 1-1/2" PVC Pipe and Fittings 250 LF $9.75 $2,437.50 6.02 8" PVC Pipe and Fittings 6.03 1-1/2" Gate Valve and Box 2,780 1 LF EA $14.25 $350.00 $39,615.00 $350.00 6.04 8" Gate Valve and Box 8 EA $880.00 $7,040.00 6.05 Blow Off Valve Assembly 2 EA $600.00 $1,200,00 6.06 Connect to Exist 12" Water Main on Tuskawilla Rd 1 LS $-1,560.00 $3,560.00 6.07 Bore & Jack 18-inch Steel Casing with Carrier Pipe under Tuskawilla Road I LS $26,775.00 $26,775.00 6.08 PE Single Service Connection, Short 3 EA $260.00 $780.00 6.09 WE Single Service Connection, Long 5 EA $285.00 $1,425.00 6.10 PE Double Service Connection, Short 4 EA $300.00 $1,200.00 6.11 PE Double Service Connection, Long 9 EA $325.00 $2,925.00 6.12 Fire Hydrant & Appurtenances 2 EA $2,375.00 $4,750.00 R: F.". r::. Subtotal Potable Water $92,057.50 �$22.75 /.01 12" Perforated PVC Underdrain 254 LF $5,778.50 .02 12" Solid Wall PVC Underdrain Conveyance Pipe 165 LF $10.90 $1,798.50 7.03 Underdrain Cleanout Box 3 EA $215.00 $645.00 7.04 118" ADS N-12 HDPE Pipe 989 LF $25.50 $25,219.50 7.05 24" ADS N-12 HDPE Pipe 152 LF $32.50 $4,940.00 7.06 36" ADS N-12 HDPE Pipe 216 LF $48.50 $10,476.00 7.07 FDOT Modified Type "F" Inlet w/Grate 5 EA $2,435.00 $12,175.00 7.08 FDOT Type "P" Manhole w/Cover 1 EA $1,850.00 $1,850.00 7.09 FDOT Modified Type "E" Inlet w/Bleeder, Grate and Skimmer 1 EA $3,295.00 $3,295.00 7.10 Mitered End Section for 12" Pipe 1 EA $380.00 $380.00 7.11 Mitered End Section for 18" Pipe 1 EA $625.00 $625.00 7.12 Mitered End Section for 36" Pipe 1 EA $1,515.00 $1,515.00 7.13 105' x 4' Spreader Swale with Erosion Control Mat 1 LS $5,150.00 $5,150.00 Subtotal Storm Drainage $73,847.50 Bid Estimate 2 of 3 FILE NUM 2003096856 OR BOOK 04855 PAGE 1227 March 11, 2003 BID ESTIMATE Prices shown from low bidder. Some quantities changed due Tuskawilla Trails Phase II to Bidders corrections. �rTavenient-i hd-Curlaim _- 8.01 8" Compacted Subbase $9,468.00 4,208 SY $2.25 8.02 6" Compacted Soil -Cement Base 4,208 Sy $6 30 $26,510.40 8.03 1" FDOT Type I Asphaltic Concrete Surface 4,208 SIT $3.50 $14,728.00 8.04 12" x 12" Cone. Ribbon Curb & Stab. Subgrade 3,654 LF $7.05 $25,760.70 Subtotal Pavement & Curb $76,467.10 9:[lff 50[liling, Seeding a�[ilhz:_.:_ 9.01 ?' Sod Strip along Ribbon Curb l l:5 S 2,030.00 $2,030.00 9.02 Sodding of Stormwater Pond 1 LS $20,450.00 $20,450-00 9.03 Seeding and Mulching Balance of Site I lS $28,450.00 $28,450.00 Sui�tutal Sod, S�e�i, Mulch $50,930.00 0:04) I lisccll iiee i `� r = 10.01 Reniovell�elocate Natures Way Unpaved Roadway 692 SY $12.75 $8,823.00. 10.02 Remove Fence & Install Knock -Down Fence at southeast end of Mohawk Trail 1 LS $1,400.00 $1,400.00 03 Architectural Pavers Section (Curb, Concrete Base and Brick) 2 EA $2,500.00 $5,000.00 10.04 Street Signs and Pavement Striping 1 LS $2,000.00 $2,000.00 Subtotal Miscellaneous $17,223.00 TOTAL $786,791.10 Bid Estimate 3 of 3 FILE NUM 2003096856 OR BOOK 04855 PAGE 1228 ATTACHMENT A Determination of Cost Sharing of Lift Station Construction Based on Wastewater Flow Tuskawilla Trails Phase II Project No.: S21-01.1 March 1 l , 2003 No. of Lots/Area C WW flow/lot or acre Total Flow Phase II** 32 sites 250 gpd/site 8,000I?ci AIW 1. Phase I (existing future)** 142 sites 250 gpd/site 35 500 11 Commercial East of Please I** 1 Residential south of Phase II*** 16 acre 2,000 gpd/acre 34,000 gpd U. lots 300 gpd/lot 4,800 gpcl TOTAL FLOW 82,300 gpd 57 gprn * Items 5.01 and 5.03 on Bid Estimate assumes total cost of $73,130.00 for Lift Station constr. ($61,850.00 + $11,280.00 = $73,130.00) * * Wastewater flows from FDEP Permit/Sanitary Sewer Report dated November 2002. *** WW flow from Residential estimated from 16 - 1.43 acre lots and 300 gpd per lot. **** Combined percentage of Phase I and II is 52.85% ($38,654.00). This value is split to items 5.01 and 5.03 on the 'Bid Estimate and Schedule of Cost Sharing", sheet attached. FILE NUM 2003096856 OR BOOK 04855 PAGE 1229 m H r~ $ oa 00 C _ C'V ii •iUi CD cq -- N Ln 0 U oo n N N �D Nto cd O 00 p O Co 00 00 M O N kn r- N to v 00 N 00 00 00 00 00 M O O Vl Ln C) a •� U 00 00 00 00 00 00 00 00 O O O O O O O O Oz 3 t "o l-- w "s 0 �II IN�I 7i to 00 O 00 ON N O a) a� n. O U 'C7 a) LZ co p FILE NUM 2003096856 OR BOOK 04855 PAGE 1230 BID ESTIMATE AND SCHEDULE OF COST SHARING March 11, 2003 Tuskawilla Trails - Phase II am Unit Total No. Description Quantity Unit I Price Price -1.T lliZ:kfr tl; 130rir15' 2C1C1.1?GI iilits.- 1 LS $73,115.00 $73,115.00 2.00 [ lc.i1'ICi,f;ni'LIl)�}iF1'hlizl ErtlSifiil.CUiili'fll 1 LS $127,465.00 $127,465.00 3.0.4 ; l r:;v,ilion, C:r aiilirl(Y alld Coixi 1 LS $94,700.00 $94,700.00 i rr iiiilt:lr"j'E.i'.�ti�' t�rri 4.01 8" PVC Gravity Sewer (0'-6' cut) (add 260) 310 LF $19.50 $6,045.00 4.02 8" PVC Gravity Sewer (6'-8' cut) (deduct 192) 547 LF $21.50 $11,760.50 4.03 8" PVC Gravity Sewer (8'-10' cut) (deduct 133) 272 LF $23.50 $6,392.00 4.04 8" PVC Gravity Sewer (10'-12' cut) (deduct 148) 506 LF $27.00 $13,662.00 4.05 10" PVC Gravity Sewer (14'-16' cut) 48 LF $31.50 $1,512.00 4.06 4' Dia. Sanitary Manhole: 0' to 6' Deep 1 EA $2,175.00 $2,175.00 4.07 4' Dia. Sanitary Manhole: 6' to 8' Deep (add 1) 3 EA $2,435.00 $7,305.00 4.08 4' Dia. San Manhole: 8' to 10' Deep 1 EA $2,850.00 $2,850.00 4.09 4' Dia. San Manhole: 10' to 12' Deep 1 EA $3,500.00 $3,500.00 TO4' Dia. San Manhole: 12' to 14' Deep (deduct 1) 0 EA $3,755.00 $0.00 4.11 4' Dia. San Manhole: 14' to 16' Deep 3 EA $4,375.00 $13,125.00 4.12 Manhole Drop Connection 2 EA $400.00 $800.00 4.13 Single Service Connection, Short 2 EA $300.00 $600.00 4.14 Double Service Connection, Short 8 EA $320.00 $2,560.00 4.15 Double Service Connection, Long 7 EA $360.00 $2,520.00 Affi Subtotal Sanitary Sewer $74,806.50 Lift Stittiorl aft 'd Force Main% Lift Station Complete in -Place (pumps, wetwell, 5.01 hatch, piping, electrical, controls, site work, etc.) 1 LS $32,687.73 $32,687.73 (Phase I&II part of Lift Station cost, see Attachment "A') 4" PVC Force Main and Fittings including R/W 5.02 clearing, grubbing, connect to exist. MH, removal 1 LS $17,033.33 $17,033.33 & replacement of pavers, paving, curb and fence) (deduct 113, use 2-112" FM) 5.03 Lift Station Telemetry (SCADA) per City of Winter Springs Specifications (see Attachment "A') 1 LS $5 966.27 $5 966.27 ' Subtotal Lift Sta. and FM $55,687.33 Schedule of Cost Sharing 1 of 3 FILE NUM 2003096856 OR HOOK 04855 PAGE 1231 BID ESTIMATE AND SCHEDULE OF COST SHARING March 11, 2003 Tuskawilla Trails - Phase II _ ny,- p �•. - .�i .Z' r _ V$2,437.50 6.01 1-1/2" PVC Pipe and Fittings 250 LF $9,75 6.02 8" PVC Pipe and Fittings 2,780 LF $14.25 $39,615.00 6.03 1-1/2" Gate Valve and Box 1 EA $350.00 $350.00 6.04 8" Gate Valve and Box 7 EA $880.00 $6,160.00 6.05 1 Blow Off Valve Assembly 2 EA $600.00 $1,200.00 6.06 Connect to Exist 12" Water Main on Tuskawilla Rd 1 LS $3,560.00 $3,560.00 6.07 Bore & Jack 18-inch Steel Casing with Carrier Pipe under Tuskawilla Road 1 LS $26,775.00 $26,775.00 6.08 PE Single Service Connection, Short 3 EA $260.00 $780.00 6.09 IPE Single Service Connection, Long 5 EA $285.00 $1,425.00 6.10 PE Double Service Connection, Short 4 EA $300.00 $1,200.00 6.11 PE Double Service Connection, Long 9 EA $325.00 $2,925.00 6.12 Fire Hydrant & Appurtenances 2 EA $2,375.00 $4,750.00 Subtotal Potable Water $91,177.50 !' •a!:k:,p � -�r�'. fie:. E} • _ 7.01 12" Perforated PVC Underdrain 254 LF $22.75 $5,778.50 7.02 12" Solid Wall PVC Underdrain Conveyance Pipe 165 LF $10.90 $1,798.50 03 Underdrain Cleanout Box 3 EA $215.00 $645.00 7.04 18" ADS N-12 HDPE Pipe 989 LF $25.50 $25,219.50 7.05 24" ADS N-12 HDPE Pipe 152 LF $32.50 $4,940.00 7.06 36" ADS N-12 HDPE Pipe 216 LF $48.50 $10,476.00 7.07 FDOT Modified Type "F" Inlet w/Grate 5 EA $2,435.00 $12,175.00 7.08 FDOT Type "P" Manhole w/Cover 1 EA $1,850.00 $1,850.00 7.09 FDOT Modified Type "E" Inlet w/Bleeder, Grate and Skimmer 1 EA $3,295.00 - $3,295.00 7.10 Mitered End Section for 12" Pipe 1 EA $380.00 $380.00 7.11 Mitered End Section for 18" Pipe 1 EA $625.00 $625.00 7.12 Mitered End Section for 36" Pipe 1 EA $1,515.00 $1,515.00 7.13 105' x 4' Spreader Swale with Erosion Control Mat 1 LS $5,150.00 $5,150,.00 Subtotal Storm Drainage $73,847.50 Schedule of Cost Sharing 2 of 3 FILE NUM 2003096856 OR BOOK 04855 PAGE 1232 BID ESTIMATE AND SCHEDULE OF COST SHARING March 11, 2003 Tuskawilla Trails - Phase II YQ��'" ��ii'L'@ii1L`gt'iltlflw� R'�:]� _ -.=+ • �� - - - _ ,, , :_•_ r-r: _ _= _ ;', - - r 011 8.01 8" C'ompacted Subbase 4,208 SY $2.25 $9,468.00 8.02 6" Compacted Soil -Cement Base 4,208 SY $6.30 $26,510.40 8.03 1" FDOT Type I Asphaltic Concrete Surface 4,208 SY $3.50 $14,728.00 8.04 12" x 12" Conc. Ribbon Curb & Stab. Subgrade 3,654 LF $7.05 $25,760.70 Subtotal Pavement & Curb $76,467.10 �D:�[] �;<icl�it�g� 5eeclin� .tali 3Ylii��liitig: � - - - 9.01 2' Sod Strip along Ribbon Curb 1 LS $2,030.00 $2,030.00 9.02 Sodding of Stormwater Pond 1 LS $20,450.00 $20,450.00 9.03 Seeding and Mulching Balance of Site 1 LS $28,450.00 $28,450.00 Subtotal So(l. Seed, Mulch $50,930.00 �10;L14 T, llanneous Nark! • ;- ' `= 10.01 Remove/Relocate Natures Way Unpaved Roadway 692 SY $12.75 $8,823.00 10.02 Remove Fence & Install Knock -Down Fence 1. LS $1,400.00 $1,400.00 at southeast end of Mohawk Trail Architectural Pavers Section (Curb, Concrete Base Q.03 EA $2,500.00 $5,000.00 and Brick) .04 Street Signs and Pavement Striping 1 T.S $2,000.00 $2,000.00 c, gf[u wf ,:; ?r" m;r_r :. s-�. „�����-r'1.cw'_ �...." _ •x.,,,��-'k-�—'nr._: :_�;._ •- Subtotal Miscellaneous $17,223.00 FI l._: .� TOTAL LESS ADD ONS �� 735 418.93 jr;�•- _ �f.: _ - _ - _ r f -=•� - TOTAL O AL BID ESTIMATE - 786 1 - - 79 .10 _ 1 - i — •v Y ;'�'��=��"�-` CITY'S CONTRIBUTION TO COST SIIAR>CNG $51,372.17 Schedule of Cost Sharing 3 of 3 FILE ILIUM 2003096856 OR BOOK 04855 PAGE 1233 11: TREE PROTECTION GUIDELINES 1. Prior to construction or during site preparation, barricading suitable to the City's arborist shall be erected and maintained around all trees to be preserved in order to establish a tree protection area. All trees to be preserved shall be identified on - site by harmless marking or banding. 2. Prior to construction, tree protection signs shall be posted and maintained at all tree protection areas. The contractor shall make every effort to protect all existing trees to be preserved during site preparation and construction. Placement of material, machinery, utility lines, soil, hazardous liquids, or vehicles within the tree protection area shall be strictly prohibited. Materials, wires, signs, or nails shall not be attached to any tree unless such materials are needed to preserve the tree. 3. Unless another suitable technique is approved by the City's arborist, the tree protection barriers shall be constructed as follows: Uprights - 4" x 4" lumber on eight -foot (8) minimum centers; horizontals - the equivalent of one (1) course of 2" x 4" lumber. 4. Tree protection barriers shall remain in place until construction is fully completed and all paving, construction, and heavy equipment is off the Property. 5. All trees to be preserved shall have their natural soil level maintained. All efforts shall be made through the grading and drainage plan to maintain the natural drainage to and from such trees. 6. Any tree that may need to be moved for any reason during the construction process shall be relocated only under the direction and written approval of the City's arborist. 7. Properly install and maintain siltration and sediment control barriers around trees. 8. Root and canopy pruning shall be required by a qualified ISA arborist. Any damaged roots shall be clean cut and covered by clean fill. 9. Owner shall abide by the reforestation standards set forth in Ordinance 2002-08, as amended, for all trees damaged or destroyed during construction.