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Home My WebLink About2001 10 22 Regular C Belfaire Subdivision Final Development/Engineering Plans I : COMMISSION AGENDA ITEM C Consent Information Public Hearine Reeular XX October 22. 2001 Meeting MGR. ('v-- /Dept. 9atJ- REQUEST: The Community Development Department requests the City Commission consider the final development/engineering plans for the proposed Belfaire Subdivision (formerly known as Battle Ridge). PURPOSE: The purpose of this agenda item is to present to the Commission, the recommendation of the Development Review Committee regarding the proposed final development/engineering plans for Belfaire Subdivision. APPLICABLE CITY CODES Section 9-71. When final development plan is to be filed; extension. (a) The final development plan, including engineering and plat for all or a portion of the area covered by the preliminary plan, shall be submitted within one (1) year of the date of approval of the preliminary plan; otherwise, such preliminary approval will automatically become null and void unless the City Commission grants a specific extension of time. Section 9-72. Processing of final plans. (a) Processing of final plans shall be as follows: 1. City Planner 2. City Engineer 3. Staff review 4. Only if significant changes, alterations or modifications have been made to the final plans, which would cause to be construed at the time of staff review that a substantial difference between the final and the preliminary plans now exists, plans must then be sent to planning and zoning for further review. If no substantial difference October 22, 2001 Regular Item C Page 2 between the preliminary and final plans exists, this step in the process will not be requried. 5. City Commission. Section 9-73. Form and contents of final development plan. (a) The final development plan and plat shall conform substantially to the approved preliminary plan as approved and shall include all conditional requirements specified by the City Commission on any conditional approval of the preliminary plan.... (b) Additional engineering/plans to accompany the final development plan shall include: 1. Potable water, including fire protection systems; 2. Sanitary sewer; 3. Drainage and stormwater management facilities, including underdrains; 4. Bulkheads; 5. Excavation and fill; 6. Sidewalks, bicycle paths, and bridle paths; 7. Streets and curbs...; and 8. Soils exploration results... 9. Lot grading... 10. Street Lighting plan, demonstrating power company participation. 11. Landscaping plans. Where site is commercial, industrial, or multifamily in nature, landscaping plans shall be presented along with the final development plans, unless specifically waived by the staff at the time of processing the preliminary plan. Section 9-74. Action on final development plan; expiration of approval. If the developer elects to request approval of a final development plan separately and prior to approval to record the plat of that development, the City Commission may approve such final development plan if the plan is in substantial conformity with the approved preliminary plan or a subsequently approved modification to the preliminary plan. The final development plan may be approved if it complies with all relevant regulations included in this chapter. Approval of the plan shall be subject to fulfillment of all conditions specified by the city staff and sanctioned by the City Commission... CHRONOLOGY: February 16, 1999 Annexation and Pre-Development Agreement approved ~ October 22, 2001 Regular Item C Page 3 July 31, 2000 Preliminary engineering plans submitted November 14,2000 Development Review Committee convened December 4, 2000 Commission agreed that retention pond could be built in 100-year flood zone December 6, 2000 Preliminary engineering plans approved by Planning and Zoning Board January 8, 2001 Preliminary engineering plans approved by City Commission March , 2001 Development Review Committee reviews final development/engineering plan, subject to conditions FINDINGS: 1. The Planning and Zoning Board recommended approval of the preliminary plat, which was subsequently approved by the City Commission. 2. There are no substantial differences between the approved preliminary plat and the proposed final development/engineering plan, therefore, no further review is required by the Planning and Zoning Board. 3. The proposed final development/engineering plan for the Belfaire subdivision is consistent with the Comprehensive Plan, the City Code of Ordinances, and the Annexation and Pre-Development Agreement. RECOMMENDATION: The Development Review Committee has reviewed this request for compliance with applicable sections of the City Code, as well as the Annexation and Pre- Development Agreement executed for the Belfaire subdivision. In light of these considerations, staff recommends approval with the following conditions: 1. The owner and/or developer shall convey, prior to or concurrently with the final subdivision plat, the remaining wetlands portion of the property (that part not depicted to be altered) to a responsible public or private non-profit environmental agency acceptable to the City. 2. The owner or developer shall pay a fee-in-lieu approved by the Parks and Recreation Director, based on the policy established in the Comprehensive Plan. ~ October 22, 2001 Regular Item C Page 4 3. The owner and/or developer shall conduct a grid archeological survey of the developable portion of the site, prior to clearing, filling, grading, or commencing the construction of improvements. 4. The owner and/or developer shall provide evidence of coordination with Seminole County during the platting process to extend the Seminole Trail through the ten (10) foot preserve area where opportunities exist. 5. The owner and/or developer shall provide a street lighting plan that meets the requirements of City Code prior to or concurrently with submittal of the final subdivision plat. 6. The owner and the City shall execute the "Addendum to Annexation and Pre-Development Agreement" prior to construction commencing. A TT ACHMENTS: A. Staff memos demonstrating DRC approval B City Commission Minutes of January 8, 2001 C. Annexation and Pre-Development Agreement D. Addendum to Annexation and Pre-Development Agreement COMMISSION ACTION: ATTACHMENT A September 24, 2001 CPH Engineers, Inc. 1117 E. Robinson St., Suite C Orlando, FL 32801 Phone: (407) 425-0452 Fax: (407) 648-1036 www.cphengineers.com Mr. John Baker City of Winter Springs 1126 East SR 434 Winter Spri~gs, Florida 32708 RE: Review of Belfaire Development Re-submittal Package Submittal Dated May 17,2001 CPH Job No. W049l.ll Dear Mr. Baker: We have reviewed the plans and response letter submitted by Bowyer-Singleton & Associates, Inc. for the proposed Belfaire Development. We have reviewed the plans to insure that the project engineer has complied with the comments generated by the CPH on behalf of the City of Winter Springs on April 25, 2001. Based upon the infonnation submitted, all of the noted comments have been addressed. Therefore, we recommend that this project proceed through your approval process. If you have any questions regarding this review, or if we can be of any further assistance, please feel free to contact me at 425-0452. David E. Mahler, P. Project Manager J:\W049 I. I I \Bclfairc Review Aproval Leller.doc SANFORD . ORLANDO . DELAND . PALM CITY . CAPE CORAL . JACKSONVILLE John Baker From: Sent: To: Cc: Subject: Kip Lockcuff Tuesday, September 18, 2001 2:52 PM John Baker Charles Carrington RE: Moving Belfaire Final Subdivision Plan to City Commission John, you may also want to review the developers agreement to make sure all issues are addressed. ----Original Message-- From: John Baker Sent: Tuesday, September 18, 2001 1 :40 PM To: Chuck Pula; Bob Dallas; Dan Kerr; Dennis Franklin; Jil1'1ette Cook; Kimberley Hall; Kip Lockcuff; Glen Tolleson; Tim Lallathin Cc: Charles Carrington ' Subject: Moving Belfaire Final Subdivision Plan to City Commission The developer's agent requests the Belfaire final subdivision plan procede to the City Commission for approval. Before scheduling any meetings, I am trying to ascertain whether all outstanding issues have been resolved (e.g. constency with the approved preliminary subdivision plan; "fire hydrant location; adequate details for traffic striping, landscaping, and the masonry walls; SJRWMD approval o'f the wetland encroachment & mitigation; trees to be saved;street lighting; and the amount and timing of park and recreational payment in lieu of providing the actual facilities). Please respond by the end of this week so I may tell the applicant's agent what they need to provide and setting up a tentative schedule for the approval. 1 John Baker From: Sent: To: Subject: Kimberley Hall Wednesday, September 19, 2001 7:55 AM John Baker RE: Moving Belfaire Final Subdivision Plan to City Commission they were ready to go to commission months ago. they only need sjrwmd approval before breaking ground (or pre-con) not to go to the commission. --Original Message--. From: John Baker Sent: Tuesday, September 18, 2001 1 :40 PM To: Chuck Pula; Bob Dallas; Dan Kerr; Dennis Franklin; Jimette Cook; Kimberley Hall; Kip Lockcuff; Glen Tolleson; Tim Lallathin Cc: Charles Carrington Subject: Moving Belfaire Final Subdivision Plan to City Commission The developer's agent requests the Belfaire final subdivision plan procede to the City Commission for approval. Before scheduling any meetings, I am trying to ascertain whether all outstanding issues have been resolved (e.g. constency with the approved preliminary subdivision plan; fire hydrant location; adequate details for traffic striping, landscaping, and the masonry walls; SJRWMD approval of the wetland encroachment & mitigation; trees to be saved;street lighting; and the amount and timing of park and recreational payment in lieu of providing the actual facilities). Please respond by the end of this week so I may tell the applicant's agent what they need to provide and setting up a tentative schedule for the approval. 1 John Baker From: Sent: To: Cc: Subject: Tim Lallathin Tuesday, September 18, 2001 4:44 PM John Baker Bob Dallas; Charles Carrington RE: Moving Belfaire Final Subdivision Plan to City Commission John, The Fire Department approved the plans for Belfaire with no exceptions that were signed and sealed April 5, 2001. A memo was sent to Kimberly Hall, City Engineer on 4/11/01 with this same information. If you require any additional response please inform. Thank you! Chief Lallathin -Original Message-- From: John Baker Sent: Tuesday, September 18,20011:40 PM To: Chuck Pula; Bob Dallas; Dan Kerr; Dennis Franklin; Jimette Cook; Kimberley Hall; Kip Lockcuff; Glen Tolleson; Tim Lallathin Cc: Charles Carrington Subject: Moving Belfaire Final Subdivision Plan to City Commission The developer's agent requests the Belfaire final subdivision plan procede to the City Commission for approval. Before scheduling any meetings, I am trying to ascertain whether all outstanding issues have been resolved (e.g. constency with the approved preliminary subdivision plan; fire hydrant location; adequate details for traffic striping, landscaping, and the masonry walls; SJRWMD approval of the wetland encroachment & mitigation; trees to be saved;street lighting; and the amount and timing of park and recreational payment in lieu of providing the actual facilities). Please respond by the end of this week so I may tell the applicant's agent what they need to provide and setting up a tentative schedule for the approval. 1 ATTACHMENT B CITY OF WINTER SPRINGS MINUTES CITY COMMISSION REGULAR MEETING - JANUARY 8, 2001 PAGE 18 OF 26 VI. REGULAR REGULAR A. Community Development Department - Land Development Division Presents To The Commission, For Their Action, The Recommendation Of The Planning And Zoning Board On The Preliminary Engineering Plans For The Proposed Belfaire Subdivision (aka Battle Ridge). This Item was introduced by Mr. Donald LeBlanc, Land Development Coordinator. "MOTION TO APPROVE." MOTION BY COMMISSIONER MARTINEZ. SECONDED. DISCUSSION. VOTE: COMMISSIONER BLAKE: AYE COMMISSIONER MARTINEZ: AYE DEPUTY MAYOR McLEOD: AYE COMMISSIONER MILLER: AYE MOTION CARRIED. REGULAR B. Parks and Recreation Department Requesting That The City Commission Consider 2 Approaches In Regards To The Batting Cage Project At Trotwood Park, And Establish The Appropriate Direction. This Item was introduced by Mr. Chuck Pula, Parks and Recreation Department Director. Discussion ensued on actual costs. Commissioner Miller stated, "I would like to Table this Item until the next Commission Meeting, and I would like to see some information from the City as to how many hours it is going to require Public Works to devote to this because if we are - going to approve this thing tonight, without knowing what the impact is going to be in other areas, other things that the City is planning to do, which we are just going to delay, for a certain period of time, while we do this - I think this Commission ought to know what that impact is going to be and what the delay is going to be in some of these other things that need to be done. In the interim, I would suggest that we just leave this issue for two weeks until we have a firm grasp on what that is." Commissioner Miller further stated, "I am not against what is being proposed here; what I am against, is I don't have the information - I don't have an understanding of what this is going to cost." ATTACHMENT C ~:Li:.Rl'. OF CI[\Cllii COURT !"iE C Of~IJE lJ & YE R I FIE U J3A rn. i:=7? I iJq _ 33;~579 99 FE] I C, Ptl 2: ?U ~:_:'-';ja r COpy . ~ M 3ft u~~ ANNEXATION AND PRE-DEVELOPMENT AGREEMENT THIS AGREEMENT is made and entered into this .,)~'- day 07~~y(? 1998, by and between the City of Winter Springs, Florida (herein referred to as the "City") and Battle Ridge Companies, Inc. (herein referred to as the "Owner"). WiINESSEIH: '. WHEREAS, Owner owns property located in unincorporated Seminole County on the east side of the State Road 417 (a/k/a "The GreeneWay") and north of State Road 434 and has filed an Application for Annexation of Owner's property into the City which land is described on Exhibit "A" attached hereto and incorporated herein, and WHEREAS, the City has encouraged Owner to annex into the City and acknowledges the continuing permanent benefit which the City will receive by virtue of annexing Owner's property and acquiring the right to provide municipal services to the Property, and WHEREAS, the City has determined that it is in the City's best interest to enter into this Agreement to assure Owner of the future availability of adequate municipal services, including sewer and water service, at such times and in such capacities as may be necessary to allow Owner to develop the Property as set forth herein, and WHEREAS, Owner's plans for development of the Property as a high-quality, residential development have been deemed by the City to be of substantial economic benefit to the City and its citizens. Owner's plans further include creating a conservation area for the benefit of preserving and protecting over two-thirds of the Property in its natural state, which will be of substantial benefit to the City and its citizens, and WHEREAS, the City. has determined that it is feasible and in the City'~_best interest to extend into Owner's Property other municipal services, such as police protection, fire protection, sewer and water service, trash and garbage removal, street and storm drainage maintenance, and WHEREAS, in reasonable reliance upon the provision of water and sewer service, municipal services, and other inducements to annex, Owner has .filed said Application for Annexation pursuant to 171.044, Florida Statutes, and WHEREAS, Owner has filed an application with the City for a large scale comprehensive plan amendment to change the Future Land Use Map designation of the developable portion of the Owner's property designated on the Seminole County Future Land Use Map as "Suburban Estates" (1 Dwelling unit per acre) to the City's Future Land Use Map designation of "Lower Density Residential" (1.1 to 3.5 Dwelling c..v (f) en a.: Pl \.D <:) :r: <:) c..v ::x: :z: 0 r rn 0 0 C> " N \J :> r- C) -.J f'1 units per acre) and to change that portion of the Owner's property designated on the Seminole County Future Land Use Map as "Conservation Overlay" to the City's Future Land Use Map designation of "Conservation," and WHEREAS, Owner has made an application to the City to rezone the developable portion of Owner's property from Seminole County Zoning Map designation A-1 "Agriculture" to the City's Zoning Map designation R-1A "One-Family Dwelling . District," and WHEREAS, Owner is further willing to annex if the City agrees to cooperate in the effort to amend its Comprehensive Plan Future Land Use Map to accommodate and be consistent with the land uses permitted for residential uses as described herein and otherwise do what is reasonably necessary to rezone the property pursuant to these land uses, and WHEREAS, the first reading of Ordinance 694 to annex the property was held on January 12, 1998 and the second reading and public hearing of Ordinance 694 was held on January 26, 1998, and WHEREAS, the first reading of Ordinance 695 to adopt the large scale comprehensive plan amendment (LG-CPA-1-95) changing the Future Land Use Map ~ designation of the property was held on January 12, 1998 and the second reading and :x public hearing of Ordinance 695 was held on January 26, 1998, and ~ .-- rT". .W CJl \..D W rue 0- 0- =^, WHEREAS, the first reading of Ordinance 696 changing the Zoning Map designation of the property was held on January 12, 1998 and the second reading and public hearing of Ordinance 696 was held on February 9, 1998, and c-> c:> C> f'J .U ~ )> r 1- C> ITl co WHEREAS, Owner and City believe that it is in the best interest of each party to enable the Property to be developed substantially in accordance with the preliminary development plan attached hereto as Exhibit "8" (the "Preliminary Developm~nt Plan") and as further described herein, in accordance with Part II of Chapter 163, Florida Statutes, the Local Government Comprehensive Planning and Land Development Regulation Act (the "Act"), other applicable Florida Law and the Charter and Code of Ordinances of the City, and WHEREAS, City and Owner hereby acknowledge and warrant to the other that this Agreement and any future acts as required hereby are binding and enforceable on the City and Owner in accordance with their terms, and WHEREAS, the agreement of the City to provide inducements as set forth in this Agreement (including land use approvals) and be bound by this Agreement, as well as the City's assurance to the Owner that this Agreement is enforceable against the City and that the City will not seek to thwart enforcement based on any claim of invalidity, 2 ") / are all material inducements to the Owner to enter into this Agreement, and the Owner would not voluntarily annex into the City or enter into this Agreement but for such agreement and assurances by the City, and WHEREAS, Owner has already made and will cOfltinue to make financial commitments and has paid and will continue to pay substantial sums of money in contemplation of the rezoning and redesignation of land use to develop the Property, and Accordingly, in consideration of mutual benefits, the public interest and other good an'd valuable considerations, the receipt and sufficiency of which are hereby acknowledged, the parties hereto agree as follows: SECTION 1. RECITALS: EXHIBITS. The above recitations are true and correct, are hereby incorporated herein by reference, and form a material part of this Agreement. All exhibits to this Agreement are hereby deemed a part hereof. SECTION 2. AUTHORITY. This Agreement is entered into under the authority of the Florida Constitution (including Article VIII, Section 2(b) thereof), the general powers conferred upon municipalities by statute and otherwise (including Chapter 163 and 166, Florida Statutes), and the City's Charter. SECTION 3. ANNEXATION AND COMPREHENSIVE PLAN AMENDMENT. w Ul \..D W rue 0'" 0'" =^- c-: A. Owner filed with the City, on August 2, 1995, an Application for ~ Annexation of the Property, which is conditioned upon the adoption of this Agreement.; The City initiated the process to accomplish the annexation in accordance with law, ~ ~ - -- .- r- ::r ". r:- -uc: )>:;:: c")c Pl{1 B. Owner has filed with the City, on August 2, 1995, an Application for g Comprehensive Plan Amendment in order to amend the City's Future Land Use Map ta" include the Property and provide for a future land use designation for the Property of r- Lower Density Residential. The City initiated the process to accomplish the Comprehensive Plan Amendment in accordance with law. C> r"V \..D SECTION 4. DEVELOPMENT OF THE PROPERTY, A, The sizes, configurations and boundaries of the parcels and' roadways shown in the Preliminary Development Plan are for conceptual planning purposes only and shall not bind Owner to develop the Property in strict conformity with the Preliminary Development Plan. In the event of any conflict between the terms of this Agreement and the Preliminary Development Plan, this Agreement shall control. B, The classification labels and descriptions pertaining to the parcels and the locations of the lake/conservationlretention areas shown in the Preliminary 3 Development Plan are approximate. The exact location and configuration of said lake/conservationlretention areas shall be subject to change pursuant to regulations of the appropriate county, state and federal permitting agencies. The parties acknowledge that portions of the lake/conservation/retention areas shown in the Preliminary Development Plan may be identified as wetl~nds. Owner may use, develop or s~t aside isolated or marginal wetlands provided that the same is in compliance with all federal, state, county, water management district and other applicable local regulations. C. Following delineation of the jurisdictional wetland lines, the parties acknowledge that the parcels in the Preliminary Development Plan are calculated in gross developable acres and when developed will include, as necessary, storm water retention and detention areas, recreation and open space, streets as well as the lake/conservation/retention areas shown in the Preliminary Development Plan. D. As designated in the Preliminary Development Plan, the Property shall be developed pursuant to the standards established for zoning categories consistent with Lower Density Residential Land Use on the City's Future Land Use Map. The City will support and approve a rezoning to R-1A One-Family Dwelling District allowing residential use consistent with the Preliminary Development Plan, this Agreement, and the City's Comprehensive Plan and the City's Land Development Code. E. The parties acknowledge that the Preliminary Development Plan ~hall be the basis for OWner's development of the Property, subject to such modifications as (f) may be mutually agreed upon by the parties or are required by existing City ordinance~ The parties recognize that as the development process proceeds, it may be necessaryz to amend the Preliminary Development Plan either: (i) as may be mutually agreed upo~ by the parties; or (ii) as permitted by Section 163.3233(2), Florida Statutes; or (iii) as ~ required by currently existing City ordinances. The City shall do what is necessary anq:::> within its power"and authority to grant and allow development permits and approvals, ~ including, without limitation, platting, for the orderly development of the Prope.d:y in accordance with this Agreement. F. Owner represents to the City that Owner shall establish a homeowners' association to ultimately own and maintain the entranceway amenities and other commonly owned amenities within the residential development on the Property. G. Owner or its authorized representative shall submit to the City such applications and other documentation and shall comply with such other procedures as may be normally and customarily required by the City for comprehensive plan amendments, rezoning, platting, site plans and other development approvals or permits. Owner acknowledges and agrees that the City will not be responsible for any money expended by.Owner if the Comprehensive Plan Amendment is not approved by the State. 4 w Ul \.0 W CD c; O~1 0-"" :;r.c=-: ~ 1- o rv rv o t.:-: \:JC :po::::;: be P1CJ \ /' / / H. Except as otherwise set forth herein, all development of the Property shall be subject to compliance with current City ordinances, and with regulations of state, local and federal agencies. SECTION 5. PROPERTY OWNERSHIP. Owner acknowledges and represents to th.e City that Owner is the owner of the Property and that Owner is empowered to enter into this Agreement. Owner further represents that nothing in this Agreement is barred or prohibited by any other agreement between Owner and any governmental agency or any third party. SECTION 6. PROVISION OF PUBLIC FACILITIES AND SERVICES. A. The City represents that it has sufficient water capacity and pressure to serve the Property. The City represents to Owner that the City has a ten (10) inch water line located approximately 1,200 feet from the western boundary of the Property at State Road 434 and that Owner has the right to connect to such water line. All lines and connections necessary to provide water facilities and services shall be provided from the City's water line to the Property by Owner. Owner shall, upon completion of construction and installation of such water line, deliver to the City a statement setting forth the cost of the construction and installation thereof. Subject to approval of FOOT, the City represents to Owner that all necessary rights-of-way to allow installation of all lines and connections necessary to provide water facilities and services from the City's water line to the Property as aforesaid are available. w (/) Ul fT1 \..D 8. The City represents that it has sufficient sewer capacity to serve the :J: w Property. The City represents to Owner that the City has a six (6) inch sewer line 25 located approximately 2,200 feet from the western boundary of the Property at State ~ 1 Road 434 and that Owner has the right to connect to such sewer line. All lines and () 0 connections to provide sanitary sewer services shall be provided from the City's sewer ~ N i1- line to the Property by Owner. Owner shall, upon completion of construction and ~ C"V C) P. installation of such sewer line, deliver to the City a statement setting forth thetcost of the construction and installation thereof. Subject to approval of FOOT, the City represents to Owner that all necessary rights-of-way to allow installation of all lines and connections necessary to provide sewer facilities afJd services from the City's sewer line to the Property as aforesaid are available. The City will take all steps necessary to assure that sufficient capacity to serve the Property with sanitary sewer services shall be available when needed for development by reserving for the Property sufficient equivalent residential units ("ERU's") for the proposed project. The Owner shall be required to pay annual guaranteed revenue charges for each ERU (Water and Waste water Equivalent Residential Unit) beginning at the time of Florida Department of Environmental Protection construction application, and continuing annually until issuance of a construction certificate of project infrastructure by Florida Department of Environmental Protection. t. J roc 0- 0- Ae: , J I C. The City hereby agrees that Owner has the right to delay payment of water and sewer connection fees until issuance of each building permit by the City for construction of a single family residence on the Property. The City hereby represents that the current service availability charge for sewer is $1,890.00 and the current service availability charge for water is $560.00. The Owner shall be required to pay the se~ice availability change applicable at the time said fees are assessed on a parcel or property. .. D. The parties acknowledge and agree that it is not feasible to install reclaimed water lines in this development; accordingly, the same shall not be required. E. No septic tanks shall be allowed on the Property. SECTION 7. CITY CONDITIONS OF APPROVAL. It is hereby ORDERED AND RESOLVED by the City Commission of the City of Winter Springs, Florida, that the property referred to as the SA TILE RIDGE PROPERTY (hereinafter referred to as the "Property"), be annexed into the City, designated on the Future Land Use Map and in the City's Comprehensive Plan as "Lower Density Residential" and rezoned to R-1A subject to the following terms and conditions: A. Comprehensive Plan AmendmenUEffective Date. w (J'lUl The effective date of this Agreement shall be the date on which the ~ \..0 Comprehensive Plan Amendment (LG-CPA-1-95) is approved by the Cityx W This Agreement shall be recorded with the Recording Department of the ~ 1 Clerk of Courts of Seminole County within ten (10) days after execution bF the Mayor of the City. ? 0 ."f'V .. f'V N ruc 0' 0' :;::>:;- c- ~ r- B. Development of the Property. , ( -0 ': ;x>:; C)c P1C 1. The Property shall be developed in accordance with Comprehensive Plan Amendment (LG-CP A-1-95) which designates the Property City Future Land Use Map "Lower Density Residential" (1.-1 to 3.5 Dwelling Units per acre). However, the actual net developed density shall not exceed 2.56 units per acre. 2. The property shall be developed as a residential community with preservation of the wetlands portion of the Property in a non- developed natural state. The uplands portion of the Property shall be developed as a residential community in accordance with the requirements in Chapter 20 Article III, Division 4, R-1A One Family G Dwelling District, and Chapter 9 of the Land Development Regulations, Winter Springs City Code. C. Wetlands. 1. Any existing wetlands or other areas which are in the jurisdiction of the Florida Department of Environmental Protection (FDEP), St. Johns River Water Management District (SJRWMD), or the U.S. Army Corps of Engineers (ACOE) shall be subject to the applicable rules and regulations of those respective agencies. 2. Following final wetlands boundary determination and platting, but within one year of this Agreement, the Owner of the Property shall convey, at no cost to the Grantee, the wetlands portion of the Property to a responsible public or private non-profit environmental agency reasonably acceptable to the City. Pursuant to City Code, all wetlands shall be delineated according to FDEP, SJRWMD, and ACOE jurisdictional lines. 3. To further protect the adjacent wetlands, Developer agrees to design its stormwater runoff and retention system for the uplands developable portion of the project in accordance with Outstanding Florida Water (OFW) design criteria as established by Florida Department of Environmental Protection and the St. Johns River Water Management District. 4. Property will be developed in a manner to avoid any negative impacts on any endangered plant or animal species. Further, no construction shall be permitted within the one hundred (100) year flood plain line as most recently established for this property. D. Fire and Police Public Safety Facilities Impact Fees. Applicants for building permits within the Property shall comply with the City Impact Fee Ordinances, as they may from time to time be amended, imposing impact fees for fire and police public safety facilities. E. Transportation. 1. Applicants for building permits within the Property shall comply with the City Road Impact Fee Ordinance, as it may from time to time be amended, imposing impacts fees for transportation improvements. 7 w Ul CJ. \.D g W :::r. (J) Pl :J: :z: o r rn 1 go .'0 ." I"'J }> r r'0 C) w' P1 2. The costs of all street signs and traffic control signs and devices located within the Property, shall be borne by the Owner or Developer. 3. The Owner or Developer agrees to improve the State Road 434 project entry, as part of required installations of subdivision improvements required by the City Code on the Property, to allow two (2) outbound and one (1) inbound entry movements, acceleration and deceleration lanes along State Road 434, provided these improvements are allowed by Florida Department of Transportation. 4. The Owner will design its internal road network to preclude connection to adjacent properties to the east. To further assure that the road system is not connected to future developments to the east, Developer will dedicate on the plat or by separate recorded instrument ten feet of property on the east property line of Owner's developable property to the project's homeowner's association as a preserve area. The only improvements which shall be allowed in said preserve area are those necessary to effectuate any type of natural scenic trail, as expressly authorized by Owner. F. Wall. ~ :::I: The Owner or Developer of the Property shall install a six (6) foot mason~ wall on that portion of the Property separating any actual residential unit~ from proposed commercial properties along the north side of State Road" 4~. p ~ r- G. Building Restrictions. The building restrictions shall be those found in the R-1A Single Family Dwelling District, Chapter 20, Article III, Division 4 of the Code of Ordinances of the City. They are: 1. Residential Areas: a. Minimum lot size of residential sites within the Property shall be eight thousand (8,000) square feet with a minimum lot width of seventy five (75) feet measured at the front building line. The maximum number of lots shall be one hundred and ten (110). [\ w Ul U> W rue; C) -., C) -Tl A- n > 1-- C> N r"0 .+:- :::J rT1 Cl -00 )>^' c)c) r'ltr. b. Building setbacks shall be: Front: 25 feet Side: 7.5 feet Rear: 25 feet Corner lots: On corner lots, the front line setback of twenty- five (25) feet or more must be maintained, but a fifteen (15) foot sideline setback will be permitted on the street sideline, provided the corner lot faces the same way as all other lots in the block. If the building faces the long dimension of the lot or where corner- lots face a different thoroughfare than other lots in the block, the twenty-five (25) foot or greater setback must be maintained from both' thoroughfares. c. (J) m :.:I: :z: o r Forty (40%) percent of the lot area is the maximum which rn may be covered by the principal and accessory buildings org structures located thereon in the R-1A One Family Dwelling~ District. r Lot coverage. d. Building height. No building or structure shall exceed thirty-five (35) feet in height. e. Residential floor area. The minimum heated/air conditioned floor areas shall be 1,800 square feet. 2. Non-residential Area. a. The non-residential area of the Property shall comprise the wetland areas following final boundary determination and platting, it is the intent of the Owner of the Property that no development occur within the wetland areas. 9 w U1 \..D W rue o -,-\ 0"'" AO }> r- ::u ;-'1 (j -08 >>:;u C>CJ IT, tr. C> N rv U1 , 3. b. Following final boundary determination and platting, all wetlands shall be delineated according to FDEP, SJRWMD and ACOE. Wetlands shall mean those areas established ~ as jurisdictional by these agencies. ~ o r Open space. rn All areas lying outside primary and accessory buildings will be ~ counted toward open space requirements, including entrancewayS: stormwater management areas, yards, lot landscaped areas, and easements. 4. Development plans. a. For the duration of this agreement, except as otherwise provided for herein, all development plans and standards shall meet the regulations and policies of the City in effect at the time of execution of this Agreement. b. Where there may be a conflict between this Agreement and the City development regulations, this Agreement shall prevail. c. Developer acknowledges its obligation to develop/construct all improvements on said property in accordance with all applicable City codes modified pursuant to State of Florida Statute 163.3233 and Federal laws as they may from time to time be amended unless specifically modified herein. d. Parks and recreation. No on-site park or recreation facilities will be required of this development. The developer is required to pay a fee-in-lieu per Policy 1 of Objective E in the Open Space and Recreation Element of the City's Comprehensive Plan. The fee-in-Iieu will be established by the Parks and Recreation Director. e. Water and Sewer. 1. The City shall provide potable water service to the Property. The Owner or Developer will pay for the extension of trunk lines to the buildable portion of the 10 G.) CJl \..D W OJe CJ -,-\ CJ -,-, An l> r- ~) :-'1 ':") \J :::, J>::u C10 r-"cr, () o <::> '"" '"" m Property and pay other customary costs necessary or required in connection with such service. II. The sizing of the trunk line shall be sufficient.only to provide water service to the buildable portion of the Property and to no other surrounding properties, III. The City shall provide central sanitary sewer collection and treatment service to the Property. The Owner or Developer will pay for the extension of trunk lines to the buildable portion of the Property and pay other customary costs necessary or required in connection with such service. IV. The sizing of the trunk line shall be sufficient only to ~ provide central sanitary sewer collection service to :I: the buildable portion of the Property and to no other 25 surrounding properties. ~ w Ul \.0 'W we; 0-" o ""T ::x: - r. ~ ,- 5. Homeowners Association. go ~l ('...) r- ('...) -J -'- :-T; () .'08 :l>~ ClO rtl <r: A mandatory homeowners association will be formed to provide a responsible entity to maintain all common areas. 6. The Developer shall make a good faith effort to have the retail value of the completed homes and lots to be in the $180,000 and higher price range. H. The Developer shall make a good faith effort to have the Florida Audubon Society designate this project as environmentally responsible. . I. The Developer shall conduct a grid archeological survey of the . developable site prior to commencing construction of the' subdivision improvements. J. To ensure continuation of the Cross Seminole/Florida National Scenic Trail, the Developer shall coordinate with Seminole County <:luring the subdivision platting process to explore opportunities that might exist to extend the trail through the Property, including extension through the ten (10) foot preserve area required in section 7, part E, paragraph 4 of this Agreement. 11 SECTION 8. PERIOD OF EFFECTIVENESS AND COMPLIANCE DATE. A. This Agreement shall take effect upon City Commission approval of the Comprehensive Plan Amendment (LG-CPA-1-95) and shall remain in effect for a period of ten (10) years from th~ date of execution. B. This Development Agreement shall be binding upon all successors in interest to the parties of the Agreement. C. The effective date this Agreement may be extended upon request of the Owner or Developer and City Commission approval. SECTION 9. LAND USE ZONING AND DEVELOPMENT REGULATION APPROVALS. The development of the project must comply with the conditions of the Agreement. In the event a development requirement, permit, condition, term or restriction is not addressed in this Agreement, the development will comply with the zoning ordinance, subdivision regulations, and other applicable land development codes in effect as of the adoption of this Agreement. U"l Pl =r: :z: SECTION 10. CONSISTENCY. The City finds this Agreement and its terms arTrf. conditions consistent with the City's Comprehensive Plan. (J o SECTION 11. REMEDIES. The developer agrees that the only remedy; for the~ Owner in the event the Owner asserts the City has breached this agreement is an action for injunctive relief in the Circuit Court of Seminole County, Florida. Owner shall have no right to monetary damages or attorney's fees in the event the City breached this agreement. SECTION 12. DUE DILIGENCE. The City and Owner further covenant that they shall immediately commence all reasonable actions necessary to fulfill their obligations hereunder and shall diligently pursue the same throughout the existence of this Agreement. SECTION 13. ASSIGNMENT. The parties recognize and acknowledge that Owner may engage one or more developers or builders (hereinafter referred to as "Developer"), other than Owner, to'effect the development of the Property, including the sale of all or portions of the Property to such developers or builders. Upon recordation of this Agreement in the Public Records of Seminole County, Florida, as hereafter provided ,- successor builders or developers shall be bound by the terms hereof. SECTION 14. MISCELLANEOUS, A. Entire Agreement. This Agreement sets forth all of the covenants, agreements and conditions between the parties hereto, and supersedes all prior and 12 w Ul U) W We 0' 0' ::r:c= - ::: r . <::) N N (X) ::J. ~ r- -0= :I>::.: C)c r'l <.r: contemporaneous agreements, understandings, inducements or conditions, express or implied, oral or written, except as herein contained. B. Pronouns. All pronouns and any variations thereof shall be deemed to refer to the masculine, feminine and neuter, singular or p!ural, as the identity of the party or parties, successors or assigns may require. C. Counterparts. This Agreement may be executed in one or more counterparts, each of which shall be deemed an original, but all of which shall together constitute one in the same instrument. D. Governinq Law. This Agreement shall be construed in accordance with the laws of the State of Florida. E. Severability. If one or more provisions contained in this Agreement shall, for any reason, be held to be invalid, illegal or unenforceable in any respect, such invalidity, illegality or unenforceability shall not affect any other provision hereof and this Agreement shall be construed as if such invalid, illegal or unenforceable provision had not been contained herein. F. Contraction. In the event the City fails to adopt an amendment to the Future Land Use Map of the City's Comprehensive Plan and to the City's zoning map designating the Property as described herein or the City fails to implement any of the conditions set forth herein, Owner shall have the right to deliver a notice to the City requesting a deannexation and contraction of the Property which the City shall have the absolute obligation to implement. G. Notice. Any notice to be given in accordance with this Agreement shall be in writing and shall be sent by hand delivery, overnight mail, or certified mail, return ~ receipt requested, to the party being noticed at the following addresses: ~ ::z: C> r fT' w Ul \.D W We C)~ C)-r A- n .!> r'- :u :-r, () 'UQ P;:o ClCJ r'l (.f) AS TO CITY: City of Winter Springs, Florida 1126 East State Road 434 Winter Springs, Florida 32708-2799 A TIN: City Manager () o 0 -.,N r- N \..0 COPY TO: City of Winter Springs, Florida 1126 East State Road 434 Winter Springs, Florida 32708-2799 A TIN: City Clerk 13 AS TO OWNER: R. \..x:, , "\ V\ \\~q:-\ N~ N I S~.\) \LC::. -1>~lJ::S' i.k.N, Ga ri=F-r~8eftke m-;-P-r-esiEl-e Rt Battle Ridge Companies, Inc. 1000 River East Drive Belle, West Virginia 25015 COPY TO: Frederick W. Leonhardt, Esq. Gray, Harris & Robinson, P.A. 201 East Pine Street Suite 1200 Orlando, Florida 32802-3068 SECTION 15. DEVELOPMENT RIGHTS. Owner shall have the right to use and develop the Property as described in this Agreement. Furthermore, Owner does not waive any right to use or develop the Property arising under the common law or the laws of the State of Florida. This agreement is subject to provisions of Florida Statute 163.3235, and 163.3241 providing for periodic review, and modification or revocation of a development agreement to comply with subsequently enacted state and federal law. The Development Agreement is also subject to Florida Statute 163.3233 regarding the local laws and policies governing a development agreemen~. . 1.:__--' - '- i ADOPTED by the City of Winter Springs this' )fr'" da/o.tMay, 1998. IN WITNESS WHEREOF, the Owner and the City have executed this Agreement as of the day and year approved by the City. ~ :r ~ o r- BATTLE RIDGE COMPANIES, INC. n-, CJ a c> -.,~ r- W C) w CJl '-0 W Ole; O""T': 0-., :::r. ;:=:. :t> r - ~/~~ eith Hartman Senior Vice President _TJ . ;'1") r, 'u;-C )>~ C)CJ ('l<n 14 STATE OF. U )c.-sf V~ r-s I .-),' c~ COUNTY O~c-J](\__ / _ 'fA Fe blt{(l Of 9" Th~_.for.egoing instr/tent was acknowledged before me this L1L- day o~ .J 1997' by , x. I. pa.ll jrlltlC/ll who is personally known to me or produced as identification. AFFIX NOTARY STAMP f Notary Public ., ),(J:i~ ~mLlJnLOIAL (Print N tary Name) . My Commission Expires: ;;)-11- ~oc:8' Commission No.: ~ Personally known, or o Produced Identification Type of Identification Produced CITY w Ul \.D W OJC o .." o .." An }> r- ;u ,r-, -:"") -'00 J>::u C)CJ rtl (r. o f"-J W STATE OF FLORIDA COUNTY OF SEMINOLE 1L ;::w~(1 'nstrumen was a~k~&.~I~$l~~t9J:.E? me this L day of ~ay, tJ . ')- 4CR,JJ0t'io~~~sOnarfYKno~or prodoced ( as identification. - ) . '/ L,v ~f.rr(! F: ~~D COpy '.:. ..' > . ~ ~ : :-" .-'6' Mary T Lynch *~*My CommissIon CC774136 "'-,......,/ Expires September 10. 2002 AFFIX NOTARY STAMP . ";. 1'-: \U:.I\\lJKI~LLy\I)I':V7 ,ACT ::::J ,', (-r'~ ':'c,,- -3~"_~\ 15 Ei //1 6/ / :J r r Il,: t \ '. ". l. \..' \ I I \ 'J ...., ~100~, ,P^C:: ~ /j 5 9 3 0 2 3 2 SEMINOLE: ClI, FL LAND DESCRIPnON: A PARCEL OF LAND L YlNG IN SECTION 4, TOWNSHIP 21 soum, RANGE J) EAST. SEMINOLE COUNTY. FLORIDA BEING MORE PARTlCULARL Y DESCR/~ED AS FOLLOWS. BEGIN AT THE NORTHEAST CORNER OF SECTION 4, TOWNSHIP 21 SOUTH, RANCE JI EAST SEMINOLE COUNTY, FLORIDA; Tl-fENCE RUN SOU n~ 88'40'53- WES T, ALONG THE NOR TH LINE OF SAID. SECTION 4, A DISTANCE OF 5407.95 FEET: THENCE LEAVING SAID NORTH LINE, RUN SOUTH 00"'7.58- EAST, A DISTANCE OF 898.74 FEET, TO A POINT ON THE' NOR Tl-fEASTERL Y RIGHT-OF....WAY LINE Of THE EASTERN BELTWAY; THENCE, ALONG THE SAID NORTHEASTERLY RIGHT-OF-WAY LINE THE FOLLOWING FIVE (5) COURSES: RUN SOUTl-f 2C08'45" EAST. A DISTANCE OF 173,24 fEET, TO A POINT ON A CURVE- CONCAVE NORTHEASTERLY AND HAVING A RAOIUS Of 5649,58 FEET AND A CHORD BEARING OF soun{ 28"17'35- EAST; THENCE RUN SOUTHEASTERLY ALONG THE ARC OF SAID CURVE TI-fROUGH A CENTRAL ANGLE OF 04'17'40" FOR AN ARC DISTANCE 42J.45 FEET TO A POINT; THENCE, LEAVING SAID CURVE RUN SOUTH 30.26'25,~ EAST, A DISTANCE OF 95.07 fEET, TO A POINT (IN A CURVE CONCAVE soumWESTERLY HAVING A RADIUS OF 77J7.4J FEET AND A CHORD BEARING OF SOUTH 29'5]'21- EAST; THENCE RUN SOUTHEASTERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 0.3'22'34- FOR AN ARC DISTANCE OF 455.94 FEET, TO THE POINT OF COMPOUND CURVA11JRE OF A CURVE CONCAVE SOUTHWESTERLY HAVING A RADIUS OF 774J.44 FEET AND A CHORD BEARING OF SOUTH 25'J8'27"'EAST: mENCE RUN ,SOUTHEASTERLY ALONG T11E ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 0.:r.H~40" FOR AN ARC DISTANCE OF 476.79 FEET TO A POINT: THENCE, LEAVING SAID CURVE I\ND SAID NORTHEASTERLY RIGHT -OF -WA Y, RUN NOR TH 89'51'5J- EAST, A DISTANCE OF' 606.29 FEE T; n;ENCE RUN SOUTH 00"17'44" EAST, A DISTANCE OF 25.00 FEEf, TO A POINT ON' THE SOUTH LINE OF ll-tE NORTH 1/2 OF SAID SEC nON 4: n;ENCE RUN NORTH 89'S' '53" EAS T. ALONG SAID soun; LINE, A DISTANCE OF 3070.77 FEET, TO A POINT ON Tl-fE WEST UNE OF THE EAST 1/2 OF THE NORTI-1WEST 1/4 OF THE NORTHEAST 1/4 OF T11E SOUTHEAST 1/4 OF SAID SEcno/\ 4: THENCE RUN SOUTH 00"07'42- \'YES T. ALONG THE SAID WEST LINE, A DISTANCE OF 648.41 FEET, TO A POINT ON l11E NORniERLY RIGHT-OF-WAY LINE OF STATE ROAD 4.34; THENCE RUN soun; 89"38'50" EAST, ALONG SAID NORTH RIGHT-OF-WAY LINE. A DISTANCE OF JJI.B4 FEET, TO A POINT ON THE EAST LINE OF THE NORn;WC::ST 1/4 OF THE HDRTHfAST 1/4 OF. THE SOUTHEAST 1/4 OF SAID SECTION 4: Tl-fENCE, LEAVING SAID NORTH R/GHT-OF-:WAY LINE. RUN NORT11 00.02'02" WEST~ ALONG SAID .EAST LINE. .A DISTANCE OF J19.0J FEET. TO k POINT ON THE soum UNE OF mE NORT11 1/2 OF mE NORTHEAST 1/4 OF THE NORTHEAST 1/4 OF mE SOUTIiEAST 1/4 OF SAID SEcnON 4: T11ENCE RUN NORTH 89'50'13w EAST, 'ALONG SAID SOUT11 LINE. A DISTANCE OF 661.88 FEET, TO A POINT ON. THE EAST UHE OF THE NORTHEAST 1/4 OF THE NORTIiEAST 1/4 OF THE soun~EAST 1/4 OF SAID SECTION 4.: THENCE RUN NORTH 00"21'Jl- WEST, ALONG THE SAID EAST LINE. A DISTANCE OF J06,88 FEET: THENCE. LEAVING SAID EAST LINE, RUN SOUTH 89-51'5J- WEST. A DISTANCE OF2S.00 FEET; THENCE RUN NORTH 00'21'Jl" WEST, A DISTANCE OF 25.00 FEET. TO A POINT ON mE SOUfH LINE OF THE NORTH 1/2 OF SAID SECTION 4; THENCE RUN NOfHH 89'S,'SJ" EAST. ALONG S1\ID SOU111 LINE. A DISTANCE OF 25.00 FEET TO THE EAST 1/4 CORNER OF SAID SECTION 4; THENCE RUN NORTH 00'29'SI" WEST. ALONG THE EAST LINE OF THE NOR~HEAST 1/4 OF sAle SECTION 4 A DISTANCE OF 247J,71 rEEr ro n'l[ PO/lH or BEGINNING, SAID LANDS LYING IN SEMINOLE COUN IY, FLor?I()^ ^NO CON r ^ININC 2%.') 7 ^Cf?ES I-~OR[ Of? LESS. ATTACHMENT D Sent By: BROWN,WARD,SALZMAN&WEISS,P,A,; 407 425 9596; Oct-17-01 12:26PM; Page 2/4 Prepared by <Iud Return to: Anthony A. Gargal'lese, City Attorney Two Landmarlc CenlCr 225 East Robinson Street, Suite 660 Post Office DOl\; 2873 Orlando, Florida 32802-2873 (407) 425-9566 (407) 425-9596 FAX DRAFT FIRST ADDENDUM TO ANNEXATION AND PRE-DEVELOPMENT AGREEMENT This Firsl Addendum is made and entered into this _ day of October, 2001, by and between tbe undersigned parties, as follows: WITNESSETH: WHEREAS, the City of Winter Springs and the BattJe Ridge Companies, Inc. previously entered into that certain Annexation and Pre-Development Agreement, dated January 26, 1998, to build a high-quality single-family residential developmem with municipal services ("Agreement''); and WHEREAS. Companies, Inc. ("Owner"); and is the successor in interest to the Bnttle Ridge WHEREAS, because of events beyond the control of the City and Owner, lhe obligations under Section 7(C)(2) of the Agreement were delayed beyond the one y~ time requirement stated therein; and WHEREAS, the City and Owner desire to modify the Agreement to ~xtend the one year time requirement and make additional modifications to the Agreement as stated hereunder, IN CONSIDERATION of the mutual covenants and provisions hereof, and other good and valuable considerations. the receipt and sufficiency all of which is hereby acknowledged, the partie~ desire to be legally bound and agree as follows: 1.0. Section 7(C)(2) ofthe Agretment is amended to read as follows (!trikcotJt words arc deletions and underlined words are additions to the original text): Following final wellWlds boundary determination and platting, but witf~j vIle )eal ()fthi~ A~"c.lhent before the first buildin~ pennit is issued for a single family home, the Owner of the Property shall convey, at no cost to the Grantee, the wetlands portion of the Property to a responsible public or private non-profit envirorunental agency reasonably acceptable to the City. Pursuant to City Code, all wetlands shall be delineated according to FDEP, SJRWMD, and ACOE jurisdictiona1lin~s. Sent By: BROWN,WARD,SALlMAN&WEISS,P,A.j 407 425 9596j Oct-17-0112:27PMj Page 3/4 2.0. Sectio117(G)(4)(e) ofthc Agreement is amended to read as follows (sbikcout w\.lrds are deletions a.nd underlined words are additions to the original text): e. Water and Sewer. Hi. iv. 1. The City shall provide potable Water service to the Property. The Owner oc Developer will pay for the extension of trunk lines to the buildable portion of the Propert}' and pay other customary costs necessary or required in connection with such service. II. ~.: :i,:,! ~ !~, h ..~ !ill' .h.dl w ,.[fie;,,/! 01.1] '" P' u;~~ ~-:::~::~~ : ~~: .~ttl!JClLte pvrtJOll of the PIO!^"t} and to no tel "rt'y~2 hes; triii. The City shall provide central sanitary sewer collection and treatment .service to the Property. The Owner or Developer will pay for the extension oftnmk lines to the buildable portion of the Property and pay other customary costs necessary or required in connection with such service. =~~,.~~~ t~:~l~h: $~~l b'-jt1ftkknt VIII} to proddcGCLlhatsathta.] ~el "'\1llcGt;~ln ~~. vier to till;; Luildablt pOll;on ofttl<. Plopelt] Ahd to no otJ.{I $dI10I:Uld~ng plopel1~ 3,0. All other provisions contained in the Agreeml..llt which are not amended by this First Addendum shall remain unchanged and shalt continue to be in fuU force and effect. 4,0 This First Addendum shall be recorded in tht: Public Records of Seminole County and shall be a binding obligatiOll 011 the Propcny and shall nm with the land, 2 Sent By: BROWN,WARD,SALZMAN&WEISS,P,A,j :\ '\, 407 425 9596j Oct-17-01 12:27PMj Page 4/4 WITNESSES: OWNER: Print Name: Print Name: STATE OF FLORIDA COUNTY OF SEMINOLE Subscribed and sworn to betore me, the undersigned Notary Public, this _ day of October, 200 I, by , Owner, who is _ personally known, or __ has produced as identitication, Notary Public A ITEST; CITY OF WlNTER SPRINGS AN DRl::A LORENZO-LUACES, CITY CLERK PAUL p, PARTYKA, MA VOR STA TE OF FLORIDA COUNTY OF SEMINOLE Subscribed and swum to before me, the undersigned Notary Public, this ~ day of October, 2001. by Paul P, Partyka, Mayor. who is personally known. NUlary Public J CITY OF WINTER SPRINGS MINUTES CITY COMMISSION REGULAR MEETING - OCTOBER 22, 2001 PAGE 27 OF 29 VOTE: COMMISSIONER BLAKE: AYE COMMISSIONER MILLER: AYE COMMISSIONER GENNELL: AYE DEPUTYMAYORMcLEOD: NAY COMMISSIONER MARTINEZ: AYE MOTION CARRIED. Commissioner Gennell departed the Meeting at 12:45 a.m. Commissioner Blake departed the Meeting 12:46 a.m. REGULAR C. Community Development Department Requests The City Commission Consider The Final Development/Engineering Plans For The Proposed Belfaire Subdivision (Formerly Known As Battle Ridge). Mr. Baker presented this Agenda Item, Brief discussion. "I WOULD JUST LIKE TO MAKE A MOTION THAT WE APPROVE THIS." MOTION BY COMMISSIONER MILLER. COMMISSIONER MILLER ADDED, "WITH THE CONDITIONS AND RECOMMENDATIONS FROM STAFF." SECONDED BY DEPUTY MAYOR McLEOD. DISCUSSION. ATTORNEY GARGANESE STATED, "THERE IS AN AMENDMENT TO THE DEVELOPMENT AGREEMENT THAT IS INCLUDED AS PART OF THIS AGENDA ITEM. ALSO, UNDER STAFF RECOMMENDATION 1., IT SAYS THAT THE OWNER AND/OR DEVELOPER SHALL CONVEY PRIOR TO OR CONCURRENTLY WITH THE FINAL SUBDIVISION PLAT THE REMAINING WETLANDS. THAT APPEARS TO BE INCONSISTENT WITH THE PROPOSED DEVELOPMENT AGREEMENT WHICH SAYS IT HAS TO BE DONE PRIOR TO THE FIRST BUILDING PERMIT BEING ISSUED FOR A SINGLE FAMILY HOME. ARE WE TALKING ABOUT THE SAME ISSUE?" ATTORNEY GARGANESE SAID TO MR. BAKER, "IT JUST NEEDS TO BE ONE OR THE OTHER." ATTORNEY GARGANESE WAS INFORMED THAT IT WOULD BE - "DO IT WITH THE PLAT." ATTORNEY GARGANESE THEN SAID, "THEN THE FIRST 'ADDENDUM TO ANNEXATION AND PRE- DEVELOPMENT AGREEMENT' WILL BE AMENDED TO REFLECT THAT POINT." COMMISSIONER MILLER ADDED THAT HIS MOTION INCLUDES THIS AS STATED IN 'STAFF RECOMMENDATION 6.'" DEPUTY MAYOR McLEOD CONFIRMED HIS SECOND. CITY OF WINTER SPRINGS MINUTES CITY COMMISSION REGULAR MEETING - OCTOBER 22, 2001 PAGE 28 OF 29 VOTE: COMMISSIONER MARTINEZ: AYE COMMISSIONER MILLER: AYE DEPUTY MAYOR McLEOD: AYE MOTION CARRIED. IX. ADJOURNMENT "MOTION TO ADJOURN." MOTION BY COMMISSIONER MARTINEZ. SECONDED BY COMMISSIONER MILLER. DISCUSSION. VOTE: COMMISSIONER MILLER: . AYE COMMISSIONER MARTINEZ: AYE DEPUTYMAYORMcLEOD: AYE MOTION CARRIED. Mayor Partyka adjourned the Meeting at 12:50 a.m. .:..:. AGENDA NOTE: THE FOLLOWING AGENDA ITEMS AND REPORTS WERE NOT DISCUSSED DURING THE REGULAR MEETING OF OCTOBER 22, 2001. .:. .:. VII. REGULAR (NEW ITEMS FOR THIS AGENDA) REGULAR A. Finance Department Requesting The City Commission Adopt Resolution 2001-39 Establishing A "Potable Water Unexplained Excessive Use Policy." REGULAR F. City Manager Requesting The Commission To Review Plans And Costs Related To Magnolia Park, Streetscapes In The Town Center And Fencing Of The Town Center Retention Pond Located Behind City Hall. REGULAR G. City Manager Requesting The Commission To Adopt Resolution #2001-44 Creating The Central Winds Park Advisory Committee To. Appoint Members Thereto, And To Change The Proposed Swimming Pool Workshop From January 2002 To March 2002. TRAFFIC IMPACT ANALYSIS BATTLE RIDGE WINTER SPRINGS, SEMINOLE COUNTY Prepared for: Battle Ridge Companies of Florida, Inc. Post Office Box 1118 Eaton Park, Florida 33810-1118 Prepared by: Traffic Planning and Design, Inc. 535 Versailles Drive, Suite 200 Maitland, Florida 32751-7305 407-628-9955 November 1997 TPD N2 1097.1 PROFESSIONAL ENGINEERING CERTIFICATE ereby certify that I am a registered professional engineer in the State of Florida practicing with affic Planning and Design, Inc., a corporation authorized to operate as an engineering siness, EB-3702, by the State of Florida Department of Professional Regulation, Board of ofessional Engineers, and that I have prepared or approved the evaluation, fmdings, opinions, , nclusions, or technical advice hereby reported for: PROJECT: Battle Ridge LOCATION: Winter Springs. Seminole County CLIENT: Battle Ridge Companies of Florida. Inc. lcknowledge that the procedures and references used to develop the results contained in this port are standard to the professional practice of transportation engineering ;1S applied through SIGNATURE: /1 / ) ~;z:~ .ofessional judgement and experience. NAME: Turgut Dervish P.E. NUMBER: 20400 DATE: November 3. 1997 INTRODUCTION This analysis was undertaken in order to update the July 1996 traffic impact study for the proposed development of Battle Ridge and three adjoining properties in Winter Springs, Seminole County. The purpose of the update is to utilize 1997 traffic data in the traffic analysis. The Battle Ridge development will consist of a maximum of 140 single family units to be completed by Year 2000. The site of this development is located on SR 434 immediately to the east of SR 417 (Central Florida GreeneWay). Figure 1 depicts the site location. Located adjacent to the Battle Ridge property on the east side are three other properties proposed for residential development as follows: o Pinky Minter property 84 single family units o Donald W ea ver property 83 single family units o Luther Carroll property -Al single family units Total 208 single family units The above number of single family units represents the respective maxunum allowable development for each property. With Battle Ridge included, the total development in the area will be 348 dwelling units. Therefore, the traffic analysis will include the cumulative impact of the four properties to be developed at about the same time. ITraffic Planning and Design, Inc., Battle Ridge, Winter Springs, Seminole County, July 1996. [3 -.. ~ {] (j I:l ... Iii ~ .. B -l Dr ~ i -- D ~ -,., Traffic Planning and Design .Inc. SITE LOCATION FIGURE 1 ~Vet"'U11l1ItS Or..'2OO . M~IU~nd. FL J.27~1.1)()5 Telep.l\One: 407<628-9955. FJu: 407~ PROPOSED DEVELOPMENT/TRIP GENERATION As indicated earlier, this traffic analysis will include a total development of 348 single family units in four separate properties. To determine the impact of this development in the area, an analysis of its trip generation characteristics was made. Trip Generation The trip generation of Battle Ridge and the adjacent developments was calculated utilizing ITE2 trip generation data as follows: o Daily trip generation, 9.55 trips per unit 348 x 9.55 = 3,323 vehicles per day o P.M. peak hour trip generation, 1.01 trips per unit 348 x 1.01 = 351 vehicles per hour Enter/exit split - 229/122 vehicles per hour Table 1 is a summary of trip generation calculation for each of the properties to be developed. As can be seen, the cumulative trip generation of these projects is 3,323 daily trips and 351 P.M. peak hour trips. 2 Institute of Transportation Engineers, Trip Generation Report, 5th Edition, with February 1995 Update. 3 TABLE 1 BA TTLE RIDGE Estimated Trip Generation Total Trips 140 DU 84 DU 83 DU 41 DU 1,337 802 793 391 3,323 141 85 84 11 351 92 55 55 27 229 49 30 29 H 122 (1) Trip Generation Rate from 5th Edition of1TE Trip Generation Report with Febroary 1995 Update Traffic Planning and Design, Inc., 1997 QPW'C()(J}VTl"SEMlNOlEtWlNTSPG1BA17LE. WHl Trip Distribution/Assignment An estimated distribution pattern for the generated trips was determined as shown in Figure 2. As can be seen, the distribution of generated trips on approval to the site is as follows: o To/from east on SR 434 . . . . . . . . . . . . . . . . . . . . . . 25% 45% 20% o To/from west on SR 434 . . . . . . . . . . . . . . . . . o To/from north on Central Florida GreeneWay o To/from south on Central Florida GreeneWay -.lQJQ 100% With this distribution pattern, the generated trips were assigned to the area roadways as shown in Figure 3. ... 5 o {] (j ~ 45% ~ ~ 25% _"" -11( ~ -.. 1071 ~ 1] e '" J;; ~ .. ... t15% () ('I I - Traffic Planning and Design Inc. FIGURE PROJECT TRIP DISTRIBUTION 2 5J.5 VOtuin.s Or..'200 . UoIiU.nd. Fl J21~I.TJO$ T.leQhone:407~ F..:407<6~ o C1 ~ ~ N~ ,/ ~ _w 831 .:.:" 11 () 498 18034 i --- _......U/oo Ad J.f:!ill:!Q 10001 DAfL Y TRIPS 000 P.M. PEAK HOUR PROJECT TRIPS Trattlc Planning and Design Inc. FIGURE PROJECT TRIPS 3 ~ Vet"$.IIllles Of..'2CX) . MaiUoIO(]. FL 3215t.TX>5 Tel.ph()o.e:'('()1~:l8~5 FaK:oI()1-6~ SITE ACCESSIBILITY/EXISTING CONDITIONS Battle Ridge as well as the adjoining properties will be served by SR 434, a two lane roadway in this vicinity. This roadway which will provide the connecting link between the site and the remainder of its market/service area is functionally classified by the Florida Department of Transportation (DOT) as Urban Principal Arterial. The 1997 daily traffic volumes on this roadway by segment are as follows: Daily Seminole County Segment Volume Count Station SR 419 to Tuskawilla Rd 25,128 4h Tuskawilla Rd to Central Florida GreeneWay 16,457 4f1g Central Florida GreeneWay to SR 426 12,960 4d/c South of SR 426 15,304 4c Programmed Improvements One section of SR 434 in this vicinity is programmed to be widened as follows: o East of Tuskawilla Rd to Central Florida GreeneWay (1.962 miles) - Widen to four lanes - FY 98 See Florida DOT Five Year Transportation Plan, FY 97 - FY 01, included in Appendix. 8 Capacity/LOS Analysis A capacity analysis was conducted for SR 434, the roadway to provide access to the site and be impacted the most by the development of the four properties. This analysis which was coordinated with the Florida DOT was conducted for the critical section of SR 434 extending from SR 419 on the west to SR 426 on the east. This section is seven miles long with five signalized intersections making it a Class 1a arterial (less than 2.49 signalized intersections per mile) under interrupted flow conditions for capacity/LOS determination purposes. Table 2 is a summary of the capacity analysis showing existing/programmed number of lanes, 1997 traffic volumes, maximum daily service volumes (from Table 5-1 and Table E-1, 1995 LOS Manual) and Levels of Service by segment. The results of the analysis indicate Level of Service "C" or better. 9 TABLE 2 BATTLE RIDGE STUDY ROADWAY PARAMETERS SR 434 6 12 Q Q g 6 12 Q Q g SR 419 to Tuskawilla Rd 4LD Arterial E 27,900 33,300 35,700 35,800 1,470 1,760 1,890 1,890 Tuskawilla Rd to Central Florida Greeneway (3 4LD Arterial E 27,900 33,300 35,700 35,800 1,470 1,760 1,890 1,890 Central Florida Greeneway to SR 426 2L Arterial E 12,600 15,200 16,600 17,000 660 810 880 900 1997 ROADWAY LEVEL OF SERVICE SR 434 NB SB SR 419 to Tuskawilla Rd 4LD 25,128 B 1,049 951 B No / No Tuskawilla Rd to Central Florida Greeneway (3 4LD 16,457 B 706 599 B No / No Central Florida Greencway to SR 426 2L 12,960 C 552 524 B No / No I. Adopted Level of Service. 2. Florida DOT 1995 LOS Manual, Table 5-1 and Table E-I (See Appendix for level of service tables), 3. Programmed improvement. 4. Traffic Volumes from 1997 Seminole County Traffic Count Program (See Appendix for count sheets). Traffic Planning and Design, Inc., 1997 c: IQPWlCOU/'m\SE}.ilNOLEIWlNTSPGl8.11Tl.E,W)J1 . PROJECTED TRAFFIC CONDITIONS Projected traffic conditions for SR 434 were determined for Year 2000, the project's buildout year. This included the estimation of background traffic to be combined with project traffic to obtain total traffic flows on SR 434. To estimate background traffic, historical traffic data compiled by Seminole County were utilized to determine a growth factor for each segment of SR 434. The linear regression analysis of historical data included in the Appendix produced yearly growth ranging from a low of -0.56% to 4.65 %. The negative growth value was not used and the two growth percentages between the GreeneWay Expressway and Tuskawilla Road were averaged. These yearly growth percentages were utilized to develop growth factors for each segment to expand 1997 traffic data to Year 2000. The yearly growth percentages growth factors are as follows: Yearly Growth Growth Factor o SR 419 to Tuskawilla Road 2.03% 4.07% 0.76% 1.0609 1.1220 1.0228 o Tuskawilla Road to GreeneWay GreeneWay to SR 426 o Analysis of Proiected Traffic Condition The analysis of projected traffic conditions was accomplished similar to existing conditions utilizing daily/P.M. peak: hour traffic volumes/maximum service volumes as shown in Table 3. A review of this table reveals that segments of SR 434 to be impacted by the proposed development will continue to operate at satisfactory Levels of Service through Year 2000 and beyond. 11 TABLE 3 BATTLE RIDGE STUDY ROADWAY PARAMETERS SR 434 6. B ~ 12 J;; 6. 12 ~ 12 ]; SR 419 to TlIskawilla Rd 4LD E 27,900 33,300 35,700 35,800 1,470 1,760 1,890 1,890 TlIskawilla Rd to Central Florida Grccneway (3 4LD E 27 , 900 33,300 35,700 35,800 1,470 1,760 ],890 ],890 Central Florida Greeneway to SR 426 2L E ]2,600 15,200 16,600 17,000 660 810 880 900 2000 PROJECTED DAILY ROADWAY LEVEL OF SERVICE SR 434 SR 4] 9 to Tuskawilla Rd 4LD 25,701 35,0% 1,163 26,864 B No Tuskawilla Rd to Central Florida Grecneway (3 4LD ]8,464 45.0% ],495 19,959 B No Central Florida Greeneway to SR 426 2L ]3,749 25.0% 831 ]4,580 C No 2000 PROJECTED P.M. PEAK HOUR ROADWAY LEVEL OF SERVICE :'~~mr:: SR 434 NB SB NB SB NB S13 SR 4] 9 to Tuskawilla Rd 4LD 1,073 973 35.0% 43 80 1,116 ],053 B No Tuskawilla Rd to Centra] Florida Greeneway (3 4LD 792 672 45.0% 55 103 847 775 B No Central Florida Greeneway to SR 426 2L 586 556 25.0% 57 31 643 5&7 8 No I. Adopted Level of Service. 2. Florida DOT] 995 LOS Manual, Table 5-1 and Table E-I (See Appendix for level of service tnbles). Traffic Planning and Design, Inc., 1997 c: I(JP W'COUNTnsEMlNOLElWTNTSPG\!.<TTLE. WBl STUDY CONCLUSIONS This study was undertaken in order to assess the traffic impact of Battle Ridge, Minter, Weaver and Carroll properties proposed to be developed in Winter Springs, Seminole County. Located on SR 434 inunediately to the east of the Central Florida Greene W ay, the total development will consist of 348 residential units on four separate adjoining properties. The proposed development will generated 3,323 daily and 351 peak hour trips to be added to the area roadways. These trips were distributed to the critical section of SR 434 extending from SR 419 on the west to SR 426 on the east. The proposed development trips were combined with background traffic for Year 2000, the anticipated buildout year of Battle Ridge. Roadway capacity analysis conducted for the impacted segments of SR 434 revealed that this roadway will operate at satisfactory Levels of Service with no external (or non-site related) roadway improvements needed for Year 2000. 13 APPENDICES CDUNTY; ~11:::H 1. NUL.l::: 1.TEMNU L,ClCAl_ tJ,"ME FF,DM ~117749 AC PAYBACI< ~t)l~ 511.'767~~ ::;1::!7~"70 AI_TIIMQNTE/WI::.I< IVf'. '1'1':1.. IN :;;~::HJ:NDLF: ,::OUNTY ~127~64 CAmSELBEI~RY :'.H -1 8r.~-1:{ r ''''-1 ~14f:IEJ4, 1.-"1 ::;1-1(-10-10 51-1~lG-1l} r---1 1'--1 r Nn=:f,CHANr; f;: RA~lF'S ~11761~ f;l~ 1~/6C)O I.IS ~'7/92 5',177;1.:3 SF, 1:1/600 US J.7.....;.:-~~ 51~77~2 81~ 1~/60() LJS J,"Y/?2 Z)~NN:tA r:.:U~.:) ,"":(.".. ~:.i"J (:I:~ '::-I...':-",I'J W [II:" 1...(.-\1<1::: MAl:"", f.:I...VJ> ~'l' (~I'~I:::I~r~W~l" (!~;f~ 4j.'~) U!:; ),''>/9::' J.'<TE'l":C"It".NGJ'" LI",:)I(I~. "rFIPI..CT I>F\J:Vf:: t:':r.: .\. :','; ,. .... .. . ....., I ,.'" I .t. V 1::...........\'..,. H...~.h.11......\,.U..... VF.r~SJ(:)N hi: ,. ~ YEAI~ 1.1:~,~'~~11:.(:Jl.~.r~\.I.:((Jt~ 1:~I._At4 HIGHWr,'( 1"'ClF<TIClN 1';><;>1:.-..;>-, (FY';>"l) THF:r:NG AC''I'JCII,J E<J:I<,"- PATH P.C (~'l.J :1: :;i:r 'r r 1:)r.J ~:i GEM 1 NOLE t1 J nJ.'!...!:": bH Et:r 1< I:~ 1::',,\ 'rH r:'::J:GI-'I'J'f:) OF l..JA'r ACT:ceJl-l t..1 f:)I:~ :I,:~';/I.I()O U~: .1"i'/~;>::.: nDO 1...~,NI;::~:; .\' h'I:,!:it..lF,F(.\CI;~ ::iHEI:';',~J::':I.\ t=~'O."::)J) ND L'UAl. I...T TN l.. N~:~ I N'J . CUL.l ,J N~i/F:.'.:t:I';:HOl"rr (L.'r /F\:T 'rN I...N~::) ~:i F.: .I. '.,: '\ :':'j11.7676 :;i1:.;: 41'\ H,.:,J'n...t:I'.JD nL.\.'J> C1h'ANGE j':n ,.:I:NC c en: 01..)'; I I';, hnr;:..... f":\!:i II :F~l'; l:l['I...TI...I/;'.' ~1177~'7 Sl~ 417 (::REI~NWAY 51176~2 SR 426 AI,..(:\MA "VE ::;1:S.76:'';''I BI~ 4:'i4 ~:S,1. 7~d."'l SR "1:i-1 ~.~1''''6~,,':5 !..:;H .l\3J'l :~;1 1. 77:"..ij r:;f~ 4::~'" ~:; I:, .1 I fjl ~:. <:}I" ')'l.J~:il<t",..,tII" 1..(" r;.:o ""C4 'i'l nl::' MCCU;..I...(,'::H <!,:'!.1.t;J4F.11' EiOU,'r'I"1 0'::' ::iJ;~' .'I..~1.i I':'.h',::'/",'O(; I."" ::5 t 1 '/"'''::-';9 r:;I:"~ 4 ~~.... GI=:f.: Cr.'-::I":I< :'ij, 1 "1760 Sl:;: -1 :~-1 LX'! 'n.uE: I-;:CUN :-:j :1. ,. '7-''2.4 !:;I~ 4::"it.1 :~1.j772::; Sf:;: 4::56 1.-.. F~' ;:;, ',:- '-;. c.~;> :3 ,,;. (l1:':ANGI::: C:O : .:U-lI~. j::'!:<Ar::I.., l.. ,:~J< C 1')/..V :~~~,:'.';',... J~ 1:::]i""I::.:I"lr''',F~''1 r;:(j h:r TCHEI../... H,~M:1i lel< I:~ D cell;: 'ru::i1( ,:':\l..J ~t I. .I...-=-, h: D Fr-:,!:;'I'I~:f::N I)r:=:l...TI,.,I,.'ilY HI'J'CHI:,:U,u I-IAM'jOCI< F<D (r.:I::.HOVI:: CF:O!:,!=:JNC) HUN'( CI...Ul) l1Lvl"J PiJUf.i.. A~:; f',(I/.\O I:~'JGH'" DI;;' lJ,.'\'y ,:~CC\I.JI::)i'I':rnN HWY"-r;:E~;iUI:;;F,:'\C J. HG ADD L.ANE!:l (... J:~'cco'.J!:i'rl;;:I,JC::f I~~.DI> LE:F'" 1'l.WaJ I._(.H"E (;:;) f..diD TUI:,'N I.. r:.NI::' (~) ~ ,.':UI....rI....L..~NE r,u;;LJ Ct.'JtJ!:;'!'r~UC:TlCJN HWY....hJCl.J CO,'Ji;;'\ r~'l.JCT rC.t.J ("D1) I...A"'E~:; ~. I:.;CCONS" 1:,:Ui:', ("IJD I... A f't1::: G; ^' 1:~l:':CC'NG'II:~l.Ic'r jl~1>1> L('\t~ES (~ r::CCON~:;'rr..;uC'r (.~. ()() I...,~NI:.::S ,.. r:f::cUJ'J!;,"'I';UC'I' r;;.~~, l'I_.r~'c)f\r) cr\:u~~::; J: t:G E;J:~:': l;f;1:;: F~EHi'" Fl:1 1_.1.' ,.,\'1' T (.IN l~";:::r: I/C: (~ I:'.;EH~~ [1:1 I J'1 t~ '1'1: GN .,,:\J)I) 1...(".,tJ(:':~:i f. ~,c.Ctlt..JG'1 f::UCT ~I)I) 1...ANEE; ".. r~'I:i:C(:)NE;'-f r;':l.JC'" F'AGE: .1,/. .1;" J) LENGTH PH COST FY r.;; ((lOO ) _06"1 HI M!:iC :~ 000 .1., -1 .000 HI I"'E; ,1,63 '~'7 CST 692 ,;><;> MElC l.7 9-" 19() M::: I""f: ::,~ () 1 M~:;C ,1. ,I, ':)00 HJ now :1.7 -1U) ,1, H~:;C 3:{::,; ,1. f.. J.OO HI PC -, 400 I/U r.;:ow (.,0,1, 1 H~IC " f.. 1 J, ::!OO HI' r;:uw 17 9~O 9'7 58() HI pr" 4~:; 97 C~:;T 3"1... I';':-C;; M!:;C 2:3 97 ::'\ 21:1.1 t11 ~""\ :~2, ),00 *;'7 C~:jT :{:,\O 4.;'(;) ~; M::;C 11~O <;>lJ 100 MJ: C!:;T :3(j~. 'F' H!;iC <'. 1?7 _ :31 :,,; /1I C!;jT ::i ():~j r/E) H~:;C j,:::; '/(:) , o:{;:, H:': c~:;'r ,1,"" ()::.~O ';>0 .., ""'.!:iC ,1. f;' ~'.~ 1/(:) 000 11.1i r",=ow ,1, 971 97 ;, :.~OO M:r F'.;(Jw to 201.. 97 C!:;'T ? ::{O:'5 M~:"iC ::-';24 -:1 ,t :~:'.~ HI' C!,T 2~':j 9., I. f;>62 MJ ".OW .., '?O .,. C:iiT '" :':;t..~5 <ilJ M!:;C :~4 :',\ 4jJEJ :~ 1':.';2 HI Pi,- DOO ~I.' 000 H:r F<OW :~~:.:! :.~ ';,-, H!::C :.' f......, 0:3 j. HI C~:jT 6c" 9EJ M~;;C: ~::; 9B 0:-,\';- I'il c!~'r f.. 7 ",I"~ H!:iC ... 97 ? j,O "'1 "-d:JW ;.~;! :l ';>'7 CST .... 2::1'.2 9[1 M!:;C 7l. '~8 ... :~97 H I. l"E :=!() () {jiG F':C:lW ,1.'-1 1.29 c;'>8 APPENDIX B Generalized Service Volumes for Florida's Urbanized Areas TABLE E-l GENERAUZED ANNUAL AVERAGE DAILY VOLUMES FOR FLORIDA'S URBANIZED AREAS* Sl'ATETIVO-WAY ARTERIALS . FREEWAYS UNINTERRUPTED FLOW Group 1 (wilhin urbanized area over.500,OOO and leading to or passing wilhin 5 miles of the primary city cenlral business district) Unsignalizcd Level of Service Level of Service Lane:; A B c: D'; E Lane:; A B C D E 4 22,000 35,200 52,900 67,000 80,800 2 Undiv. 8,900 13,900 18,900 24,800 33,100 Ii 33,100 52,900 79,400 100,600 126,900 4 Div. 21,500 35,800 50,100 60.100 71,600 8 44,100 70,500 105,900 134,100 169.200 6 Div. 32,200 53,700 75,200 90,200 107,400 10 55,200 88,200 . 132,400 167,700 211,400 12 63,200 101,100 151,700 192,200 242,300 INTERRUPTED FLOW Group 2 (within urbanized area and nor in Group, I) aass Ia (>0.00 10 249 signalized Inte=ctions per mile) Level of Service Level of Service Lanes A B C D E, Lanes AU B C D-.. E.... 4 20,300 32,500 48,800 61,800 74,500 2 Undiv. 12,600 15.200 16,600 17,000 c 6 30,600 48,900 73;400 93,000 117,300 4 Div. 27,900 33,300 35,700 35,800 L 8 40,800 65,200 97,900 124,000 156,300 6 Div. 43,200 50,400 53,700 53,700 ^ 10 51,000 81,500 122,300 155,000 195,400 8 Div, 53.800 62,000 65,800 65,800 s 12 58,400 93.200 140,000 177,300 223,600 s' aass Ib (250 to 4.50 signalized inlersections per mile) Level of Service C 8,800 19,200 29,300 35,800 Lanes 2 Undiv. 4 Div. 6 Div. 8 Div. A" B.' D 14,300 31,100 47,500 58,000 E 15,900 34,000 51,400 62,900 aass II (more than 4.50 signalized inlersections per mile and not wilhin primary city cenlral business district of urbanized area OVer 500,(00) Lanes 2 Undiv. 4 Div. 6 Div. 8 Div. Level of Service B" C" D 11.800 26,500 40,700 .- 49,700 E 15,200 33,400 50.600 61,800 .A.. aass III (more than 4,50 signalized intersc-clions per mile and wilhin primary city central business dislrict of urbanized area over 500.(00) Level of Service Lanes A" B" C" D E 2 Undiv. 13.200 14,800 4 Div. 29,500 32,600 6 Div. 44.800 49,300 8 Div, 54.700 60,100 NON-STATE ROADWAYS MAJOR CITY/COUNTY ROADW A YS Level of Service Lanes AU B" C 'D E 2 Undiv 10,900 14,200 15,500 4 Div. 24,400 31,000, 33,200 6 Div. 37,800 47,500 50,200 OrnER SIGNAUZED ROADWAYS c (signalized inlersection analysis) L Level of Service ^ Lanes AU B'. C D E s 2 Undiv 5,200 10,200 J 1.700 s 4 Div. 11400 22 600 25100 II Lanes 2 c 2 L Multi ^ Multi s III ADJUSTMENTS DIVIDED/UNDIVIDED (alter corresponding Iwo-way volume indicated percent) Median Len Turn Bays Adjustment Factors Divided Yes' +5% Undivided No -20% Undivided Yes -5% Undivided No -25% ONE-WAY (alter corresponding Iwo-way volume indicaled percent) One-Way Corresponding Adjustment Lanes Two- Way Lanes Factor 2440% 3 6 ~O% 4 8 40% 5 8 -25% The laNe 0)(:;1 noc ow.cailUlc . sandard and JhoukJ t"C l8Cd oo)y b ~ ~ app&.::a.abns. The a:wnp.aa uodr.k tmm wtU,.-h the tab6c . lkriYed should be u.sed ror ~ s.pcr:irlC p~ t:ppIk.aliocu.. The uhIc and der~ Cl'"'f'UCU nndc.k ...",k.) IV"t be 'DCd tv cnOi.br ()( j"cneana da.ien...,hen: P1Ol"e rmx:d 1~ uisl. V.IUd u.-""""" In: annUAl IYC:n5:C dail,! tntnc (AADT) aaximum ~umc::s (haM:.Jnn te- &a.n.....~ pe.U: ..., d.iIy n4""') tr.... ~II uhcr....a-.. 1nd an:....'led I"ort the 1~ H~....y c.~.., M~ Upd.aIC.nd Flnri<b InrrK:., nudw.y and a..icn-1iza1ion dat.... The bIbk'. a.aumpcm.. .nd kvt:t 0( a.ct'Vicc aitcri. appc..u"" lhe t-.:k. Cannut be achic....a.I. Volumes are comp.,ablc bcaUN ink:rscC1.inft cap.acitio Ale rcac:hoJ. s.1CU'Cl:: Fk)fida Oqartmcn.. t'l/Transpnrtalion, 1m. 9SDlIT llMl'I9S E - 1 TABLE5~1 GENERALIZED PEAK HOUR DIRECTIONAL VOLUMES FOR FLORIDA'S , URBANIZED AREAS* STATE TWO-WAY ARTERIALS " FREEWAYS UNI/'ITERRUI"TED fU)W Group 1 (williin urbanized area over 500,()(Xl'and leading 10 or wilhin Unsignalized 5 miles of primary cily antral busine5$ dislricl) Level of SeIVice Level of SeIVice Lanes A B C D E Lanes ' A B. C D E 4 '1,100 1,760 2,640 3'.350 4,040 2 Undiv. 460 720 980 1,280 1,710 6 1,660 2,640 3,970 5,030 6,340 4 Div. 1,110 1,850 2,590 3,110 3,700 8 2,210 3,530 '5,290 6,700 8,460 6 Div. 1,670 2,780 3,890 4,660 5,550 10 2,760 4,410 6,620 8,380 10,570 12 3,160 5,050 7,580 9,610 12,100 INTERRUPTED FLOW Group 2 (within urbanizedarea and .nol in Group 1) a.ss I. (>0.00 10 249 signalized inlersections per mile) " ' . Level of SeIVice Level of SeIVice Lanes A B C b E Lanes A" B C. D... E... 4 1,060 1,700 2,550 . 3,230 3,900 2 Undiv. 660 810 880 900' C' 6 1,600 .' , 2,560 , 3,840 4,860 6,130 4 Div. 1,470 1,760 1,890 1,890 L 8 2,130 3,410' 5,110 6,480 8,170 6 Div. 2,280 2,660 2,840 2,840 ^ 10 2,670 . 4,260 6,390 8,100 10,210 8 Div. 2,840 3,280 3,480 3,480 5 12 3.050 ' 4,870 7,310 9,270 11,690 5 aass Ib (250 to 4.50 signalized intersections per mi~e) NON-STATE ROADWAYS Level of Service ' />WoR CITY/COUlITY ROADW ^ Y5 La ncsl A" B" C D E 2 Undiv. 460 760 840 Level of SeIVice 4 Div. 1,020 1,640 1,800 ,Lana ' A" B" ,C' 0 E 6 Div. 1,550 2,510 2,710 2Undiv. 560 730 800 8 Div. 1,890 3.060 3,320 4 Div.,' 1,260 1,600 1,720 6 Div. 1,950 2,450 2,600 aass n (more'than 4.50 signalized inlersections per mile and not within primary cily cent",1 business district of urbanized area over 500,000) Level of SeIVice Lanes A" B.. C" D E 2 Undiv. 620 800 4 Div. .I 1,390 1,740 6 Div. 2,130 2,640 8 Div. 2,600 3,230 Class III (more than 4.50 signalized inlersections per mile and wilhin primary cily cenl"" busine5$ distria of urbanized area over 500,000) Lanes! Divided 2 Undiv. 4 Div. 6 Div. 8 Div. Level of SeIVice B.. C.. D 690 1,540 2,340 2,860 A.. E 780 1,700 2,570 3,140 C L ^ 5 5 ornER SIGNAUZED ROADWAYS (signalized intersection analysis) Level of SeIVice . C 270 590 E 600 1,300 Lanes 2Undiv. 4 Div. ' AU B.-. o 530 1,170 II ADJUSTMENTS , 'DlVIDEDIUNDIVIDED (alter corresponding directional volume indicated percenl) La nes 2 C 2 L Multi ^ Multi 5 ,5 tII Median Divided Undivided Undivided Undivided Lefl Turn Bays Yes No Yes No Adjustment FaclolS +5% -20% -5% -25% ONE-WAY (aller corresponding directional volume indica led percenl) One-Way Corresponding Adjustmenl Lanes Two-Way Lanes Faaor 2 4 +20% 3 6 +20% 4 8 +20% ~ R ... <;()q'. Thc.~ cho,.... COIVClillJlc."arw..bn:S an&J dvuld be usedcdy Ix ~ plaMing .pplications. The CXlf1lpu&er rnoddI &om whM:h U1t. t..abIe a derived .houJd be u::N:d for more apccific pbDrUns appolion.s.. The t.abIc antJ ~ DlmpUItt modc.b ItouJd nnc be used rot cnrridot or In\cncCIioa dc:Jip. where D'IOfC rd\acd kdaniqucs DUL V.lues ahnwn.n: hourly dJRCl6oaa.l volumes bucd 0. Lhc 199-4 Hlghw.y Capody MMOAJ lJp<hle and F1c.-ida lntTic. """""'y and ~bo dola. To _ 10""'" _ daiy lnIIle -...... tItex..~ m.... he divided by an 'ppropria1c 0 f""", and K..1>c1or (W.rnln" .Jo nnl - . PO' 10 cbjly".trlC ral~ . K.. ..... be lUCd). The lablc'.lnput value _pllom and Ind ollaYla: crilcri.o 'ppcu "" .he b.ck. ' Cannnt be 1Chicvcd. v.llIuma ...ccomF-n~c hcc:aUIC ~ap-dtlcs...eruchcd. 9SP\JT s.~= Flo.ncb Dcputmcnl ol'"uul'''''''<ioft. 199:5. 0M).I19~ 5-3 APPENDIX C 1999 Seminole County Traffic Counts Conducted by Accurate Traffic Counts, Inc. Volume Report with 24 Hour Totals Page 1 ******************************************************************************** Data File Station Identification Start date Stop date City/Town Location D0121015,PRN 00000000004C 000000691003 Jan 21, 97 Jan 22, 97 Oviedo 4,C.SR 434:Mitchell Interval Start time Stop time County Hammock Rd to SR f..JJ~ 15 minutes ,.- 13:00 ~ b 13:00 Seminole 426 I{~L{ iSl0 IS/30l--f- ******************************************************************************* Jan 21/Jan 22 Northbound Volume for Lane 1 End Time ------------------------------------------------------------------------------- 11 15 30 45 00 Hr Total 00 5 8 7 6 26 01 02 03 4 5 1 3 13 04 5 3 6 7 21 05 5 10 19 21 46 73 67 123 06 07 139 119 128 118 117 152 134 160 08 389 09 121 100 82 86 421 10 96 108 116 101 95 1::.4 21.8 223 3 6 2 1 2 9 9 5 55 309 504 563 450 ------------------------------------------------------------------------------- 23 End Time 15 30 45 00 12 133 123 135 107 Hr Total 498 12 25 15 111 126 171 185 129 156 160 170 16 147 152 147 149 595 17 137 168 120 109 534 18 350 19 89 107 83 n 266 20 56 69 66 75 283 21 81 83 59 60 103 22 31 28 21 23 17 , ~ _.J 7 19 13 14 593 615 ------------------------------------------------------------------------------- 56 118 132 128 114 150 154 134 123 492 561 24 Hour Total 7734 AM peak hour begin~ : 08:15 PM peak hour begins: 15:30 AM peak volume : PM peak volume : 567 641 Peak hour factor: 0,89 Peak hour factor: 0.87 ****************************~************************************************** Jan 21/Jan 22 01 Southbound Volume for Lane 2 End Time ------------------------------------------------------------------------------- 11 15 30 45 00 Hr Total 00 10 16 6 6 38 02 8 7 2 3 4 7 3 3 03 5 4 1 5 15 39 04 8 4 10 17 13 20 19 41 05 47 70 107 97 321 06 123 131 134 148 536 07 142 169 130 125 566 08 122 105 106 106 439 09 106 115 113 132 466 10 123 135 133 223 514 ------------------------------------------------------------------------------- 23 End Time 15 30 45 00 12 138 143 113 96 Hr Total 490 20 17 15 16 93 17 160 121 156 126 563 18 148 108 115 108 479 329 19 20 21 65 53 71 35 224 22 35 38 19 24 117 19 17 12 10 ------------------------------------------------------------------------------- 58 13 14 117 127 112 101 101 129 134 111 457 475 24 Hour Total 7570 AM peak hour begins : 07:30 PM peak hour begins: 16:45 140 115 158 142 123 116 128 155 AM peak volume : PM peak volume : 593 592 94 84 88 63 57 63 53 64 Peak hour factor: 0,88 Peak hour factor: 0,93 237 ******************************************************************************* 555 522 Conducted by Accurate Traffic Counts, Inc, Volume Report with 24 Hour Totals Page 2 ******************************************************************************** Data File Station Identification Start date Stop date City/Town Location D0121015.PRN 00000000004C 000000691003 Jan 21, 97 Jan 22, 97 Oviedo 4.C,SR 434:Mitchell Interval Start time Stop time County Seminole Hammock Rd to SR 426 13:00 13:00 15 minutes Jan 21/Jan 22 ******************************************************************************* Total Volume for All Lanes ------------------------------------------------------------------------------- End Time 15 30 45 00 15 24 13 12 Hr Total 64 ------------------------------------------------------------------------------- 23 End Time 12 15 30 45 00 271 266 248 203 Hr Total 988 00 01 6 16 12 8 42 14 02 03 252 272 288 325 04 13 7 16 24 60 148 05 18 30 38 62 93 143 174 220 06 18 183 191 171 134 679 07 262 250 262 266 259 321 264 285 08 243 205 188 192 828 146 136 130 95 507 09 21 202 223 229 233 887 67 66 40 47 220 10 11 218 249 251 246 964 22 36 30 19 29 ------------------------------------------------------------------------------- 114 11 13 4 4 32 13 235 259 240 215 251 283 268 234 9 9 2 8 28 15 251 241 329 327 16 307 273 303 275 17 630 1040 1129 285 276 235 217 949 1036 1148 1137 1158 1013 24 Hour Total 15304 AM peak hour beg ins : 08: 00 PM peak hour begins: 16:45 AM peak volume : 1129 PM peak volume : 1208 19 20 Peak hour factor: 0.88 Peak hour factor : 0.93 113 132 119 139 503 *****************************************************************~************* Conducted by Accurate Traffic Counts, Inc, Volume Report with 24 Hour Totals **************************************************************************~***** Page 1 Data File Station Identification Start date Stop date City/Town Location D0121016.PRN 000000000040 000000691004 Jan 21, 97 Jan 22, 97 Oviedo 4,D,SR 434:SR 426jCR 419 Interval Start time Stop time County to Deleon St fJ/3, 15 minutes 13:00 13:00 Seminole (a s \8 S b 0"+ 31--f 13,01 z Jan 21/Jan 22 ******************************************************************************* Southbound Volume for Lane 1 ------------------------------------------------------------------------------- End Time 15 30 45 00 7 15 5 7 Hr Total 34 ------------------------------------------------------------------------------- 23 End Time 12 15 30 45 00 122 82 98 89 Hr Total 391 00 01 02 1 4 3 5 13 14 83 83 91 94 113 96 117 123 03 5 3 4 9 21 15 104 107 109 142 462 04 o 7 7 17 31 16 120 126 141 133 520 05 12 25 40 44 121 17 137 113 145 95 490 06 52 90 82 102 326 18 07 131 105 142 131 509 19 79 63 67 50 259 211 08 130 120 86 131 467 20 58 55 39 59 183 09 103 77 109 95 384 21 57 38 53 35 336 10 12 89 89 82 76 93 75 105 103 6 8 1 3 18 13 76 90 79 92 337 351 449 376 22 26 31 23 15 14 14 15 7 95 50 ------------------------------------------------------------------------------- 24 Hour Total 6434 AM peak hour begins: 07:30 PM peak hour begins: 17:15 AM peak volume : PM peak volume : 523 537 Peak hour factor: 0,92 Peak hour factor: 0.95 Jan 21jJan 22 ******************************************************************************* 01 Northbound Volume for Lane 2 End Time 00 ---------------------------~--------------------------------------------------- 11 15 30 45 00 2 8 7 5 Hr Total 22 ------------------------------------------------------------------------------- 23 End Time 12 15 30 45 00 93 78 94 84 Hr Total 349 3 2 o o 5 13 14 02 4 10 4 2 20 24 15 100 107 140 133 480 03 7 5 6 6 36 16 127 116 131 149 523 04 5 10 12 9 14 18 35 36 05 06 120 147 161 137 565 74 66 55 54 249 07 115 111 ,115 96 437 19 20 08 09 315 31 20 19 21 91 10 77 74 97 67 22 87 125 95 117 424 15 11 8 14 ------------------------------------------------------------------------------- 48 95 98 94 105 124 89 123 110 392 446 24 Hour Total 6578 AM peak hour begins: 07:00 PM peak hour begins : 16:30 103 17 149 132 128 116 525 .68 103 118 108 397 18 115 103 99 67 384 AM peak volume : PM peak volume : 565 561 44 44 57 58 203 110 89 84. 66 349 21 55 53 46 37 191 Peak hour factor: 0.88 Peak hour factor: 0.94 ****.*.************************************************************************ Conducted by Accurate Traffic Counts, Inc. Volume Report with 24 Hour Totals *****************************************************************************x** Page 2 Data File Station Identification Start date Stop date City/Town Location D0121016.PRN 000000000040 000000691004 Jan 21, 97 Jan 22, 97 Oviedo 4,D.SR 434:SR 426/CR 419 Interval Start time Stop time County' to Deleon St 15 minutes 13:00 13:00 Seminole Jan 21/Jan 22 ******************************************************************************* 01 Total Volume for All Lanes End Time 00 ------------------------------------------------------------------------------- II 15 30 45 00 9 23 12 12 Hr Total 56 ------------------------------------------------------------------------------- 23 End Time 12 15 30 45 00 215 160 192 173 Hr Total 740 9 10 I 3 23 33 02 5 14 7 7 213 203 257 256 929 03 04 05 26 43 75 80 120 193 200 210 06 251 252 303 268 18 153 129 122 104 508 07 245 231 201 227 904 19 102 99 96 117 414 08 213 166 193 161 733 20 21 09 166 163 179 143 651 22 57 Sl 42 36 - 186 10 180 200 200 220 800 29 25 23 21 ------------------------------------------------------------------------------- 98 13 14 171 188 173 197 207 172 214 204 729 797 24 Hour Total 13012 AM peak hour begins: 07:00 PH peak hour begins': 16:45 12 8 10 15 5 17 19 26 723 1074 17 252 216 244 162 874 AM peak volume : 1074 PH peak volume : 1087 45 67 224 112 91 99 72 374 Peak hour factor: 0,89 Peak hour factor: 0.93 ******************************************************************************x 15 16 231 223 240 291 269 258 269 249 985 1045 Conducted by Accurate Traffic Counts, rnc, Volume Report with 24 Hour Totals ******************************************************************************** Page 1 Data File Station Identification Start date Stop date City/Town Location D0121017.PRN 00000000004E 000000691005 Jan 21, 97 Jan 22, 97 Unincorporated 4.E,SR 434:Deleon Interval Start time Stop time County St to Eastern Beltway 15 minutes EG, G Y. ~ 9 13:00 oS GkfS8 13:00 17 C/ Dl Seminole C '\ Jan 21/Jan 22 ******************************************************************************* Eastbound Volume for Lane 1 End Time 00 ------------------------------------------------------------------------------- 11 15 30 45 00 9 22 8 8 Hr Total 47 ------------------------------------------------------------------------------- 23 End Time 12 15 30 45 00 116 84 96 76 Hr Total 372 01 7 7 5 5 24 13 87 92 70 102 77 70 94 100 02 1 5 2 5 13 14 108 94 123 124 449 03 3 4 4 6 17 15 115 125 123 142 505 04 1 7 4 16 28 16 123 150 160 137 570 05 12 20 27 40 99 274 06 46 67 75 86 455 18 305 07 126 103 III 115 11.5 103 92 110 08 101 78 100 83 362 20 64 58 44 69 188 09 308 21 48 49 55 36 12l 10 78 85 74 72 85 62 2.03 88 351 341 17 158 134 134 110 536 420 19 98 75 76 56 235 338 22 40 36 27 18 14 18 1 ~ _0 . ..,- J...) ------------------------------------------------------------------------------- 6::. 24 Hour Total 6419 AM peak hour begins: 07:00 PM peak hour begins: 17:15 AM peak volume : PM peak volume : 455 605 Peak hou~ facto~ : 0.98 Peak hour factor: 0,95 Jan 21/Jan 22 ******************************************************************************* Westbound Volume for Lane 2 End Time 00 ------------------------------------------------------------------------------- 1l 15 30 45 00 6 3 9 4 Hr Total 22 01 02 03 4 5 5 6 20 41 04 4 11 9 17 123 05 06 155 192 199 151 697 07 154 124 114 87 479 08 09 75 73 84 72 305 10 87 EO 89 96 382 End Time 12 ------------------------------------------------------------------------------- 23 15 30 45 00 99 70 87 74 Hr Total 330 2 2 o 2 1 11 3 3 77 94 127 110 408 15 16 17 142 119 102 109 472 13 19 47 44 77 112 161 114 19 75 55 50 51 231 20 39 32 50 49 170 115 98 89 70 372 21 56 39 46 35 176 22 33 22 17 17 89 13 10 9 14 ------------------------------------------------------------------------------- 46 6 18 13 14 94 80 97 98 101 III 105 94 369 411 24 Hour Total 6488 AM peak hour begins: 07:00 PM peak hour begins: 16:15 124 125 116 126 491 464 18 103 103 89 71 366 AM peak volume : PM peak volume : 697 509 Peak hour factor: 0.88 Peak hour factor: 0.90 ******************************************************************************* Conducted by Accurate Traffic Counts, Inc, Volume Report with 24 Hour Totals *****************************************************************************~** Page 2 Data File Station Identification Start date Stop date City/Town Location D012101'7.PRN 00000000004E 000000691005 Jan 21, 97 Jan 22, 97 Unincorporated 4.E.SR 434:Deleon Interval Start time Stop time County St to Eastern Beltway 15 minutes 13:00 13:00 Seminole Jan 21/Jan 22 ******************************************************************************* 01 Total Volume for All Lanes End Time 00 ------------------------------------------------------------------------------- 11 15 30 45 00 15 25 17 12 Hr Total 69 ------------------------------------------------------------------------------- 23 End Time 12 15 30 45 00 215 154 183 150 Hr Total 702 9 9 5 7 30 31 02 03 04 5 18 13 33 69 222 05 25 39 74 84 123 179 236 200 18 06 281 295 310 266 17 738 1152 07 269 227 206 197 899 103 90 94 118 405 08 216 176 189 153 734 20 21 09 154 158 158 143 613 73 58 44 35 210 10 172 172 192 184 720 22 27 28 25 27 ------------------------------------------------------------------------------- 107 13 14 181 172 167 200 178 181 199 194 720 752 24 Hour Total 12907 AM peak hour begins: 07: 00 PH peak hour begins: 16:45 2 16 5 8 7 9 9 12 16 239 250 239 268 265 269 262 246 261 237 223 181 902 AM peak volume : 1152 PH peak volume : 1064 19 173 130 126 107 536 104 88 101 71 364 Peak hour factor: 0.93 Peak hour factor: 0.99 ******************************************************************************* 37 15 185 188 250 234 857 996 1042 Conducted by Accurate Traffic Counts, Inc. Volume Report with 24 Hour Totals ******************************************************************************** Page 1 Data File Station Identification Start date Stop date City/Town Location DOl2l018.PRN 00000000004F 000000691007 Jan 21, 97 Jan 22,97 Winter Springs 4.F.SR 434:Eastern Interval Start time Stop time County Beltway to Springs ~b lB<2tS 15 minutes f) cJ (( ( 19 13: 30 W,::::::, '-I '-\ '-1; 13: 30 \ 1, 3 t.J .J..L Seminole . r r Av Jan 21/Jan 22 ******************************************************************************* Eastbound Volume for Lane 1 ------------------------------------------------------------------------------- End Time 15 30 45 00 Hr Total 45 ------------------------------------------------------------------------------- 23 End Time 12 15 30 45 00 144 108 124 86 Hr Total 462 00 01 104 102 111 125 02 1 3 6 3 13 14 139 110 112 145 506 03 9 2 2 9 22 15 120 136 120 164 540 04 2 6 6 25 39 16 128 149 155 152 584 05 16 26 31 67 140 17 167 153 147 146 613 06 70 105 82 157 414 707 18 368 07 188 145 186 188 600 19 119 97 77 75 277 08 179 156 111 154 451 20 67 73 53 84 238 09 128 106 124 93 21 61 72 60 45 146 10 11 113 107 87 93 82 94 103 115 12 17 9 7 6 9 4 6 400 394 25 13 III 96 74 119 400 442 22 49 46 29 22 20 17 11 21 ------------------------------------------------------------------------------- 69 24 Hour Total 7895 AM peak hour begins: 07:30 PM peak hour begins: 17:30 AM peak volume : PM peak volume : 709 627 Peak hour factor: 0.94 Peak hour factor: 0.94 Jan 21/Jan 22 *****************************************************************************x* 01 Westbound Volume for Lane 2 End Time 00 ------------------------------------------------------------------------------- 11 15 30 45 00 16 8 9 10 Hr Total 43 ------------------------------------------------------------------------------- 23 End Time 12 15 30 45 00 115 85 107 83 Hr Total 390 6 2 1 4 13 13 99 90 119 132 118 125 145 102 02 24 14 2 9 7 6 26 15 103 114 138 174 529 03 5 6 5 10 54 16 154 167 146 158 625 04 5 14 11 24 161 17 172 200 172 210 754 05 16 24 43 78 100 165 190 246 06 226 233 272 274 19 126 105 86 87 404 07 08 09 148 176 129 113 566 21 94 70 80 63 307 99 99 111 114 423 22 37 47 30 26 140 10 105 110 137 104 456 23 25 21 17 ------------------------------------------------------------------------------- 86 440 490 24 Hour Total 9449 AM peak hour begins: 07:15 PM peak hour begins: 17:15 701 1005 18 193 178 170 151 692 AM peak volume : 1016 PM peak volume: 775 237 227 181 191 836 20 79 65 71 69 284 Peak hour factor: 0.93 Peak hour factor: 0.92 ******************************************************************************* Conducted by Accurate Traffic Counts, rnc, Volume Report with 24 Hour Totals ******************************************************************************** Page 2 Data File Station Identification Start date Stop date City/Town Location D0121018,PRN 00000000004F 000000691007 Jan 21, 97 Jan 22, 97 Winter Springs 4.F.SR 434:Eastern Interval Start time Stop time County Beltway to Springs 15 minutes 13: 30 13: 30 Seminole Av Jan 21/Jan 22 ******************************************************************************* 01 Total Volume for All Lanes End Time 00 ------------------------------------------------------------------------------- 11 15 30 45 00 28 25 18 17 Hr Total 88 ------------------------------------------------------------------------------- 23 End Time 12 15 30 45 00 259 193 231 169 Hr Total 852 12 11 5 10 38 37 02 03 04 7 20 17 49 32 50 74 145 05 170 270 272 403 17 18 06 07 414 378 458 462 416 383 292 345 08 276 282 253 206 93 301 1115 1712 1436 1017 09 212 206 198 207 823 86 93 59 48 286 10 187 204 240 219 850 22 43 42 32 38 ------------------------------------------------------------------------------- 155 13 14 210 186 193 251 222 227 256 227 840 3 12 13 9 14 8 7 19 16 ,300 349 327 362 360 331 317 297 932 1035 1165 1338 1305 24 Hour Total 17344 AM peak hour begins: 07:30 PH peak hour begins: 17:15 48 15 242 224 250 319 274 303 266 322 AM peak volume: 1719 PH peak volume : 1398 19 245 202 163 162 146 138 124 153 20 21 Peak hour factor: 0.93 Peak hour factor: 0.97 772 561 155 142 140 108 545 ******************************~************************************************ Conducted by Accurate Traffic Counts, Inc, Volume Report with 24 Hour Totals ****~*************************************************************************** Page 1 Data File Station Identification Start date Stop date City/Town Location DOl2l019.PRN 00000000004G 000000691008 Jan 21, 97 Jan 22, 97 Winter Springs 4.G.SR 434:Springs Ave to Interval Start time Stop time County Tuskawilla Rd 15 minutes w[?, 13: 30 13:30 ~~ 7 B(y3 11 !G? IS,5l9 Seminole Jan 21/Jan 22 ******************************************************************************~ 00 01 Westbound Volume for Lane 1 ------------------------------------------------------------------------------- End Time 15 30 45 00 Hr Total 31 ------------------------------------------------------------------------------- 23 End Time 12 15 30 45 00 105 79 102 93 Hr Total 379 11 4 10 6 2 1 1 3 02 3 8 5 4 20 14 97 117 145 152 511 03 5 7 6 5 23 15 151 160 160 133 604 04 4 16 11 17 48 16 05 12 19 46 54 131 17 183 171 155 162 149 125 124 93 06 90 132 178 176 576 18 287 161 169 179 175 684 97 68 63 59 07 19 201 08 148 160 132 110 550 432 09 127 118 105 82 21 63 42 50 48 10 11 91 84 95 91 100 125 114 107 7 13' 87 91 132 114 120 123 147 92 671 491 20 52 47 55 47 203 361 446 424 482 22 25 25 19 21 18 17 15 14 90 64 ------------------------------------------------------------------------------- 24 Hour Total 7716 AM peak hour begins: 06:45 PH peak hour begins: 17:00 AM peak volume: 685 PH peak volume: 671 Peak hour factor: 0.96 Peak hour factor: 0.92 Jan 21/Jan 22 *********************************************************************~********~ 01 02 Eastbound Volume for Lane 2 End Time 00 -----------------------------------------7-------______________________________ 11 15 30 45 00 13 15 10 9 Hr Total 47 ------------------------------------------------------------------------------- 23 End Time 12 15 30 45 00 135 113 III 108 Hr Total 467 6 10 3 5 1 8 4 6 18 15 132 94 130 140 496 03 5 2 4 7 1 8 10 26 04 159 129 152 152 138 571 os 13 33 53 60 73 110 116 146 06 177 164 179 177 697 19 114 82 83 73 352 07 170 153 138 136 597 56 67 61 83 267 20 08 09 102 98 88 78 366 22 53 34 27 23 137 10 87 98 103 108 396 18 15 17 17 ------------------------------------------------------------------------------- 67 24 19 13 14 99 99 92 115 110 102 107 127 405 446 24 Hour Total 7863 AM peak hour begins: 07:00 PH peak hour begins: 17:15 45 16 118 133 136 150 537 445 17 18 169 144 147 143 603 AM peak volume : PH peak volume : 697 611 138 98 III 110 457 21 68 59 65 53 245 Peak hour factor: 0.97 Peak hour factor: 0.90 ******************************************************************************* Conducted by Accurate Traffic Counts, Inc. Volume Report with 24 Hour Totals ******************************************************************************** Page 2 Data File Station Identification Start date Stop date City/Town Location D0121019.PRN 00000000004G 000000691008 Jan 21, 97 Jan 22, 97 Winter Springs 4,G.SR 434:Springs Ave to Interval Start time Stop time County Tuskawilla Rd 15 minutes 13:30 13: 30 Seminole Jan 21/Jan 22 ******************************************************************************* 01 Total Volume for All Lanes End Time 00 ------------------------------------------------------------------------------- 11 15 30 45 00 24 19 20 15 Hr Total 78 ------------------------------------------------------------------------------- 23 End Time 12 15 30 45 00 240 192 213 201 Hr Total 846 8 11 4 8 4 16 9 10 02 03 04 5 24 21 43 93 25 52 99 114 05 06 338 333 358 352 07 318 313 270 246 290 1021 1381 1147 16 312 323 307 300 163 242 294 322 17 18 19 211 150 146 132 639 108 114 116 130 468 08 265 216 216 192 889 20 21 09 193 182 183 169 727 227 10 187 223 217 215 842 22 78 59 46 44 36 32 32 31 31 39 10 9 10 12 41 15 229 211 275 292 269 293 296 283 318 269 271 236 829 928 1007 1141 1242 1094 131 101 115 101 448 ------------------------------------------------------------------------------- 131. 13 14 186 190 224 229 230 225 254 219 24 Hour Total 15579 AM peak hour begin~ : 07:00 PM peak hour begins: 17:15 AM peak volume : 1381 PM peak volume : 1248 Peak hour factor: 0.96 Peak hour factor: 0.97 ******************************************************************************* Conducted by Accurate Traffic Counts, Inc, Volume Report with 24 Hour Totals ******************************************************************************** Page 1 Data File Station Identification Start date Stop date City/Town Location D0121020.PRN 00000000004H 000000691009 Jan 21, 97 Jan 22, 97 Winter Springs 4.H.SR 434:Tuskawil1a Rd Interval Start time Stop time County to SR 419 IS minutes 14:00 14:00 Seminole E~ \Zl~% t.0D 12., 782 Z5 [L~ I ******************************************************************************* Jan 21/Jan 22 01 Westbound Volume for Lane 1 End Time ------------------------------------------------------------------------------- , , -'-- IS 30 45 00 Hr Total 00 15 9 12 14 SO 6 4 3 5 18 02 6 13 7 6 32 03 6 7 11 6 30 68 04 8 14 20 26 207 05 29 38 57 83 141 195 219 147 06 168 336 337 304 07 303 296 243 215 17 702 1145 1057 08 201 209 173 155 09 155 158 175 164 20 738 .652 10 148 171 21.9 174 712 ------------------------------------------------------------------------------- 23 End Time 15 30 45 00 Hr Total 649 12 155 157 177 160 161 171 232 174 738 13 181 244 274 297 996 14 205 195 2'11 246 857 1071 15 16 237 246 212 221 916 229 187 202 149 767 18 148 103 89 107 447 19 325 81 77 78 89 100 95 80 73 21 39 57 31 32 159 22 30 25 22 20 ------------------------------------------------------------------------------- 98 262 243 265 301 348 24 Hour Total 12782 AM peak hour begins : 07:15 AM peak volume : 1280 Peak hour factor : 0.95 PM peak hour begins : 16:00 PH peak volume : 1071 Peak hour factor : 0.89 ******************************************************************************* Jan 21/Jan 22 Eastbound Volume for Lane 2 ------------------------------------------------------------------------------- End Time 00 01 02 03 04 05 06 07 08 09 10 11 -------- IS 27 10 10 3 8 33 138 282 202 119 '182 128 30 24 10 9 3 10 44 157 266 169 167 133 169 45 12 9 3 10 17 61 199 225 188 138 139 176 00 20 7 9 6 35 86 321 198 200 145 148 163 -------- Hr Total 83 36 31 22 70 224 815 971 759 569 602 636 ------------------------------------------------------------------------------- End Time 12 13 14 15 16 17 18 19 20 21 22 23 -------- IS 190 163 204 183 248 263 258 175 98 144 84 45 30 200 ISO 169 177 223 248 282 144 97 99 45 23 45 165 152 176 253 213 242 235 132 108 92 47 -? L_ 00 182 152 197 220 227 252 144 121 138 87 29 30 -------- Hr Total 737 617 746 833 911 1005 919 572 441 422 205 120 ------~------------------------------------------------------------------------ 24 Hour Total 12346 AM peak hour begins: 06:45 PM peak hour begins: 17:30 AM peak volume : 1094 PH peak volume : 1034 Peak hour factor: 0,85 Peak hour factor: 0.92 ******************************************************************************* ******************************************************************************** Conducted by Accurate Traffic Counts, Inc. Volume Report with 24 Hour Totals Page 2 Data File Station Identification Start date Stop date City/Town Location Jan 21/Jan 22 ******************************************************************************~ D0121020,PRN 00000000004H 000000691009 Jan 21, 97 Jan 22, 97 Winter Springs 4,H.SR 434:Tuskawilla Rd Interval Start time Stop time County to SR 419 15 minutes 14:00 14:00 Seminole ------------------------------------------------------------------------------- Total Volume for All Lanes End Time 00 01 02 03 04 05 06 07 08 09 10 11 -------- 15 42 16 16 9 16 62 279 450 505 320 337 276 30 33 14 22 10 24 82 352 602 465 376 291 340 45 24 12 10 21 37 118 418 562 431 311 314 395 00 34 12 15 12 61 169 468 502 415 300 312 337 -------- Hr Total 133 54 63 52 138 431 1517 2116 1816 1307 1254 1348 ------------------------------------------------------------------------------- End Time 12 13' 14 15 16 17 18 19 20 21 22 22 -------- 15 345 324 385 388 510 500 487 323 179 244 123 75 30 357 321 413 372 466 494 469 247 174 194 102 49 45 342 384 450 464 478 454 437 221 186 172 78 44 00 - 342 326 494 466 528 473 293 228 227 160 61 50 -------- Hr Total 1386 1355 1742 1690 1982 1921 1686 1019 766 770 364 213 ------------------------------------------------------------------------------- 24 Hour Total 25128 AM peak hour begins : 07:15 AM peak volume : 2171 Peak hour factor : 0.90 PM peak hour begins ': 16:30 PM peak volume : 2000 Peak hour factor : 0,95 **********************************************************************~******** APPENDIX D Linear Regression Projection Linear Regression Projection Average Annual Background Growth along SR 434 Forecast Forecast SR 434 - SR 426 to Deleon St SR 434 - Deleon St to Greeneway SR 434 - Greeneway to Springs Ave Seminole Count Sta - 4d Seminole Count Sta - 4e Seminole Count Sta - 4f ADT Year ADT Year ADT Year 11,057 1992 13,219 1992 13,219 1992 13,501 1993 14,125 1993 14,125 1993 13,015 1994 13,515 1994 13,385 1994 13,174 1995 12,824 1995 15,286 1995 13,399 1996 14,006 1996 15,729 1996 13,012 1997 12,907 1997 17,344 1997 RSQ 0.3232 RSQ 0,0645 RSQ 0.8531 Slope 275.09 Slope (74,51 ) Slope 781.09 Intercept 1,979.39 Intercept 2,006,12 Intercept 1,978,28 Proiected % Annual Proiected % Annual Proiected % Annual ADT Year Growth ADT Year Growth ADT Year Growth 13,547 1997 13,246 1997 16,801 1997 14,373 2000 2.03% 13,023 2000 -0.56% 19,144 2000 4.65% SR 434 - Springs Ave to Tuskawilla Rd SR 434 - Tuskawilla Rd to SR 419 Seminole Count Sta - 4g Seminole Count Sta - 4h ADT Year ADT Year 13,219 1992 23,244 1992 14,125 1993 25,818 1993 12,865 1994 25,951 1994 16,552 1995 24,757 1995 ]996 U/e 1996 U/e 15,579 1997 25,128 1997 RSQ 0,4690 RSQ 0,) 165 Slope 7.26 Slope 12.53 Interceot 360.63 Intercept 12,74 Proiected % Annual Proiected % Annual ADT Year Growth ADT Year Growth 16,030 1997 25,520 1997 17,704 2000 3.48% 26,099 2000 0.76% Forecast Forecast Traffzc Planning and Design, Inc., 1997 ?P WICOUHrrIsl!MINOLEI WTNrsI'GUATTLE. WlJ] TABLE OF CONTENTS SHEET NO. DESCRIPTION .A I COVER SHEET 2 GENERAL NOTES 3 OVERALL SITE PLAN 4-7 OFFSITE UTILITY PLANS CIlY OF WINTER SPRINGS 8 9-11 12-16 17 17A 18-/9 20-21 22 23 24 25 25A EROSION CONTROL PLAN LOT & BLOCK GRADING PLANS PLAN AND PROFILES S.R.434 IMPROVEMENTS PLAN SR.434 CROSS-SECT IONS (5'0. 754-00-766-00) UFT STATION PLANS PAVING & DRAINAGE DET AILS RETENTION POND & DET AILS SEWER DETAILS WATER DETAILS S.R.434 CROSS-SECTIONS (S'0.7()()eOO) S.R.434 EXISTING TREE PLAN , i :i :(S ~ SR. 434 ., ~ ~J ~ ~ ~ ~ 1: ~ . ! ~ ~ 8 ~ ~ V) ~t ~ ~ e ~ ,;' ~ <1J0 I I . . SEMINOLE COUNTY EXPRESSWAY - ~ ~ t ~ SITE LOCATION a ~ it ~ ~ .:; PREPARED FOR TH!S IS TO CERTIFY THAT THE ROADWAY CONSTRUCTION PLANS AND SPECIFICATIONS AS CONTAINED HEREIN WERE DESIGNED TO APPLICABLE STANDARDS AS SET FORTH IN THE HMANUAL OF UNIFORM MINIMUM STANDARDS FOR DESIGN. CONSTRUCTION AND MAINTENANCE FOR STREETS AND HIGHWAYSH AS PREPARED BY FLORIDA DEPARTMENT OF TRANSPORTATION. SUNB EZE, INC. IBoWYER&NGLETON &< ASSOCHATES~ INCORPORATED .......111... · PLA."'''. . IUIY."II. . INYIIOII..lltAL 520 SOUTH MAGNOLIA AVENUE : ORLANDO, FLORIDA 32801 407-843-5120 . FAX 407-649-8€64 ENGINEERING BUSINESS -1221 JANUARY 2001 BTRIPCV.OOI SHEET 1 OF 25 SEP 2 8 20011 I. All OtJIVfructlon to conf'orm with City (f WInter SprIng. Mondord. " .peclfledIOM.Un/eu dhrwl. wolwld l.r ,,. City. 2. The EngIneer cer'lfl.. ,hat all roadway. were d,,'gned '0 ,,. a~ pllcable $fandard.. 0$ ., for'h l.r ,,. City a/' WInter SprIng. and ,,. Fla.{)epar'''''''' a/' rraM/JOl",atlon Manual a/' Uniform Standard. for ONlgn. COMtructlon. ond Molntentlnotl for Str_. ond HlghNtIJ'.. ~. r,. Contractor 8hall coordInate oil work wltlin MIMIng rOtld rlgl'l-af'-way. with City a/' WInter SprIng.. 4. It wIll be ,,. r"/lOMlblllty a/' ,,. Contrtldor to acquIre ,,. neceuory Rlgl'I-a-WtlJ' Permm.) ond prtNlde for ,,. -'Illy ond control a/' IOCtII 'rtdflc durIng OfJf)$fructlon. 5. The Contractor .hall be extrfJtnely OtJUflou. wlen workIng ntItIr 'r... wlich ore '0 be MNed. w"''''' MrJwn on ploM or d"'gnafet/ In ,,. field. 6. The Contractor 8hall be rNpoMlble for locatIng and verifyIng (hDrlzontolly" ver,'cally) all exlMlng utllltl.. prIor to OtJIVfrudlon. and for ndlfylng ,,. varlou. utIlity oomt:X1n1.. to make ,,. net:fj$$CIry arral'l(Jtllfttld. for arr relocatlcA 'emporary dl.,.uptlon tf MltVIce. or clarlfledlon af' tldlvlty rtlt}tlrdlng .ald utility. The Contractor .hall flJterd. cautIon wlen cr0661ng an undergrOUnd utility. w"''''' MrJwn on 'hUe plaM or field lODded. All utllltl.. wlich I",.,.fere with ,,. prtJPO$<<l con6fructlon .hall be relocated l.r ,,. r..pectlve utIlity componl.. and ,,. Contractor .hall cooperate with'''''' durIng relocatIon operatlOM. Arr delay or 11tCONenIet'tt>> af' ,,. varIous utllltl.. shall be Incidental to ,,. contrtld and no extra ()(JfftfJtJn$(Ilon will be allowed. 7. r,. locatIons tf all exIstIng utllltl... storm draInage systems. and topDgraplic featur.. SlDNn on ,,. plaM IIfJVe been dfJlfermlned from ,,. best avaIlable I~ormtlflon and are prtNlded for ,,. OOf'NeI)/fJn()(I tf ,,. Contractor. r,. Engl,.,. assumes no ruponslblllty for ,telr Inaccuracy. SlDJld a dIscrepancy arl. tJrNeen 'hUe plaM and actual field conditIons. wlich would tlPlJl"edobly tdfect,,. executIon tf ,,... plaM. ,,. Contractor will htJIt con6fructlon and ndlfy'" Engl,..,. ImmedlaffJly. 8. r,. Contractor ShtJII be r..ponslble for metJllng all In&pedlon crltrla and .a.Jul... and for signing for MIld In&pedlOM. 9. Water and wastewater MltVlce ShtJII be prtNlded by City af' WInter SprIng.. T,. water dIstrIbUtIon system MrJwn on ,,... plaM ShtJII be Insfall<<J by ,,. ContrCldor and ShtJII conform with',. City. standard.. 10. All dIsturbed areas shall be aeded and trlJld'ed a. dlrtlded by ,,. field engl,.,.. II. r,. Contrtldor shall nd exCtNat.. remt:Ne, or 0I1'ef'w1. dIsturb afP/ materIal. structur.. or par' af' a structure wlich I. lODded out.,. ,,. linN. grad.. or gradIng SfldIOM Ntabll.18d for 'lis proJfJd. except w""e SUCh exCtNatlon or retnUtlal I. prtNlded for In ,,. contract. plaM. or speclfledlOM. 12. All work and all materIal. furnl.18d .hall be rfIQ6Of)QbIy clOMI In conf'ormlty with ,,. linN. grad... gradIng sectIons. cr06. MldlOM. dl",.".,OM. materIal requlrtJllttlnf.. ond ""'ng requIrement. U"d..e .".eIfled In ,,. contrtld. plo". or .".eIfledlOM. I~. PrtNl.IOM for ,,. malrrtenanotl ond mantl(Jtlmenf af' ,,. oamnron area.. walls.ond land6CtJP/ng facllltl.. will be l.r ONner. 14. T,. ContrCldor shall furnl6h, erect. ond malntoln 0'1 btJrrloadu. warning .'gM. and markIngs for hazard. neces.JQry '0 pratfJd,,. publIc and ,,. work. 15. FIre prolfJcflon ShtJII be prtNlded l.r ,,. City af' WI",.,. SprIngs Fli ~ DIP. Depar''''''''. All fire /rdrant IMlallatlon ~/edlOM will be prtNlded l.r ,,. WI",.,. SprIng. Utility Department. 16. Compact oil vtl'lty 'renc/rN wltlin roadway8 to 98X af' ,I>> MOdifIed Proctor MoxltrlJm o.n.lty and wltlin 01,.,. ortItM to 95X. ~ CD ~ :::: :l > I/) ~ ~ ~ ~ <.!> ~ ~ ~ If ~ ,/ 17. Af'ter,,. roadway hIM been con6fructetJ to subgrade. It .htJII be prot1f-rolled to O$sure ,hat proper compactIon ha. been t1Italned. T'he prot1f -roiling and compactIon operatlOM shall be Inspected and tuted l.r a Florlda-llcenMId _I. engIneer to tlNlUre ,hat,,. 6P<<J/fled compactIon Is malntolned and oil delfJlferl(JU$ mtlfrlal htJS betIn remtNed. 18. In 01,.,. areas wlich requIre fill materlol. ,,. Contractor will strIp or dl'8rWl. rtllflt1fle all vtI(JtIIatlon SUCh a. brU8h, I8tNy <<Jd8. I8tNy grONth af' gro66, deoayed vtI(JtIIable matter. rubbl6h, and arr 01,.,. delt/hlrlou. mt1ferlal "'ore embankment I. started. Immedlt1fely prIor to ,,. placing af' fill materIalS. ,,. entIre area upon wlich "" Is to be placed .htJII be scarifIed In a dlrfJdlon apprOJllmafely parallel to ,,. axIs af' fill. 19. r,. Contractor .htJII famlllorlD Ii",." with ,,. poIld.. and guld.. II,.. Nfabll6l>>d l.r 'I>> City af' WInter Sprlng..Florldo for ,I>> preservatIon af' all publIc and private property. T,. Contractor shall I>> rNpoMlble for all datnfJt}e or Injury to pr",.-ty af' afP/ character. durIng ,,. prOMK:Utlon of ,,. work.ruultlng from otr tId.omIulon. neglect.or misconduct In lis manner or mtIIhDtJ af' extJCUflng ,,. work.or at airtIme due to d.,ectlve work or materlols. ~ 20. Gravity Sonltary awer .htJlI be PJI.c. S.D.R. 35 or $DR 26. ~ ~ t g ~ 21. T,. Contractor .hall stake alllmprtNfllflenf. u.'ng ,,. plat. r,. Con- 'ractor shall confIrm with',. EngIneer ,hat,,. plat I. wrrent prIor to COMtrudlon. It Is ,,. ContrtJdor's .e responsibility to compItIIeIy $fake and ch<<:k all Imprt:Netnenfs to Insure adequtIte posItlonlng.bdh fltJrlzodal and .,.,."oaI.'nclud'ng mlnltrIJItI buildIng _b<<:k6 prIor to ,,. IMItJIlatlon ~ arr Ilff)rfNMWI. 22. "will be ,,. rNponslblllty tf ,,. Codractor(6) to Insure ,htIf all requIred per""'. are oNalned ond are In htJnd at,,. JOb .". prIor to ,,. ctJffIIfIeI'tCt af' constructIon. T,. Contractor ShtJII abide l.r all condltlOM contaIned ,,.,.eln. Permit. Included (bUt nd fttID86M1rlly IImItetJ to) or.. -Water Managetrttld Dlstrlct.Managetrttld ond StortltJfl tf SurftN>> Water. -F D.EP. Water dl.,rlbUtlon ond F D.EP. Sewr dl.,rlbUtlon -LDctJI rlgl'l-tf-way u. -LDctJI underground &lfllltl.. & -FDDr.Drlvtlway ConnectIon Permit & -FDDr.Utlllty Permit ~ ~ it ~ ~ ~ 23. All water maIn fittIngs. valves. rNtralnt.. CtJUpllngs. pipe. ond In general''''''' materIal. requIred for IMlalllng ,,. water aJPIJ/Y 6ystem. .hall comply with m1n1trlJm mt1ferlal standard.. ratIng. and ClaulfledlOM ""abll.18d l.r City a/' WI",.,. Sprlng..HydrWaflc ""ng ond dl.,,,,.,,,on to I>> performed a. per AWWA 6fandord.. 24. rl>> F.D.O.r.Rot1dw~ ond rrtlfflc o..Ign SttIndorti6 (1:KJOk'" tkItet/ Jonuary 1992J to be u.-I for tirolntl(Je "rudurN. SftItlon Off..,. are to ,,. C/L af' ,,. In/fit or manhDle top. 25. Install valwllJoJte6 with all valve6. ValwllJoJte6 under _~""" ht:Ne 'rtdflc bearIng ctNeT..No volvM .,."", I>> lOOtlIed In ptNeIfIanf or ourb ar... .. "otr.s..w.Reu6e 0IId Storm Cn>>6Inr/6I A. ",.,.. Wt1Ir mtIIM mwt oroa. Mor", 0IId IItIdttJry ...... WI"" (I ""nllIIJIft tHortlltt>> tI " ond (I ""nlmum ower tI 3'-0- oonntJI . mtIInhllned. or WI"'" ". ..,.,. mtIIn 16 (I/Jt1IIe ,,. Wt1Ir mtIIn, ". Wt1Ir IIttIIn MItIII. OtJMtrUCled tI m<<:II1Jtt/OfJI Jo1~ tJcJt:Il,. IrtJn pipe prtl/IIldlng (I r ""nlmum tHtNOftfJe ~." ". Wt1Ir IIttIIn 0IId ,,. d,.,. utlltry.o.. 20 f<<ll MIfJIlon tI tludl,. Iron pipe .,.",,. tMftretl tit". po1~ tI crONlng. In tldd"'on. WI"" ". croalng I. with (I MJnItt1ry .....,,. MJnItt1ry .... IIttIIn .,.",. twenty (20) f.., tI CSIOO DINe AlC pipe 0IId preuur. IWIetI 10 150 PSI. rN. pipe MttJuIt/ ,. tMftretl on ". po1~ tI crouIlt(Jo B. r,. ItJlrol ..,..tltlon -.., .""ory .... 0IId Wt1Ir IIttlIMo MItlII _. lea ,,.,,, 10 f..,." ,N. ..,..tltlon 0tIItntJI,. IttfJlnhIlned."'" one of ,,. fd/t1lllllng mwt f1DQX, I. r,. Wt1Ir mtIIn .,.",. Itlld In 0 ..,..tIIIe trMCh 01' an CIn undlllur/Jed etII'fh"" IOOt1fetI on one "de of ". ... tit WDII an eIWtlIIon tht1t.... IJtJIttJItt tI ,,. Wt1Ir IItllIn I. tit ,.., Ie IfIICItN ... ,,. top of ". ..... or, 2." txJIh Mldtory ... 0IId IJ(IIt1IJIe Wt1Ir mtlI,.. ore prtJtX>>etl 0IId ,,. ... "J I. _ IMI. ". MlItIttlry .... pi,.. .,." ,. uWt1tletl 10 CSIOO DINe pvc pipe 0IId pr...,.. ,..,. 10 150 PSI. ~." ,,. MJnItory .... I. MIMIng 0IId ". fJ(JIt1bIe Wt1Ir IItllIn I. prOfX>><</. 'he Wt1Ir III(J/n "",. Of (I """'ftItII," upgrt1tletl to tJut:ll,. Iron pipe. otIIWIf1JtJNd In ..,..tIIIe ,~ ItIId tit (I Ng,.,. eIWtJIlon ,htJn .,,/tory ..... 0IId utilI. ~ etI Jo1~.. C. ",.,.. ductIle Iron pipe I. required 'or Wt1Ir 1ttfJIM. " .,.", ~or'" 10 ANSI/AllWA A2J~. A WnltflJllt tl'tr;kMM tI ClaM 50 ,., NI$I/ AllWA .,.",,. wppIletI. DIP pipe __,. In tJtJI'Ifor~ with AllWA C/50 0IId C/51. Do rUlIng, The COdrtldOl' to ,.., till Wt1Ir IItllIM _ ,., ". 'd.,ng, Hydr__c ,..,,., AllWAraiOO (or 112~J StontkIrd. 0IId DI"~_'on tI Wt1Ir III(J/n ,., AllWkC65I. E. All Wt1Ir bypt1-Ue6 .,.",,. otIIWIrUCled of ductl,. Iron pipe 0IId .,." ,. "e-rOddtld bfJt:k 10 (I ed<<ltl-mtlf'f ont:IItJr on lK1Ih .,.. of ". 1IttlIn. F. Reu. water maIM Mlall maIntaIn a 6IIpt1ratlon tf 3 feft edfJlt"to<<Jge. and on I' vertlcol Clearance from domestIc water maIM. When ,,. vertIcal and hDrlzontal Cleara/'tCIU connd be maIntaIned. ,,. water maIn and ,,. reu6e water maIn .,., be ctJMtructed af' m<<:htJnIcaI Joint dudlle Iron pipe. G. r,. wnlfflJm IItJrlzontal MIPtlI'atlon ,.,..." wtIIer moIM and fr,. IIttIIM .,.,,. tit ,.., 10 f..,. H. T,. wnlftllm vertlOtll MJptIrotlon betWeen wtIIr IIttIIM and for,. moIM .""",. Of ,.., IS IncIrM. B. All ReI~orOlJ(/ Cont;rtJIfJ PIpe (R.cPJ shall be mlnltrlJm C/a.s6 III. All R.cP. Joint. to be wralJl*/ In Mlrtdl. 28. PtNemenf markIng. shall be placed (M ./'rMn In ,,. plaM ond FDD.T.Roadway and Traffic Oe6/gn S'andords.(Booklflt dtIIWJ JoflJtlry.1992J. 29. T,. City of WI",.,. Sprlf1t}6 wIll mafUftldure and IMloII'rafflc rtItJUlfiOI"y .'gM and bill',. DtNeIoper. .so. All grtNlty ~ molM ond laferolS .halI be telfNl6<<J and 0 c::QI:t' af' ,,. vIdea 'ape prtNlded to ,,. City prIor to oertlfloatlon. ~/. All water mt:JIM I... 'htJn ~ In dla"""" .htJlI be In accordance with ASTM 2241 SDR2I.CI,," 200. All ~ In dIameter or greater PVC water mt:JIM MtalI be MWA C-SOO. All water mt:JIM .htJII lJeDr ,,. NSF IOfIO Int/ICt1IIn(J apprtNtll for drInkIng water. 32. All stormNater pipe lengttas Include mitered end SfldlOM. 3". All exctNatlOM wltlin 10 feft tf ,,. 'ravelled roat1wtJy ".., be flII<<J wltlin 24 hfJur&. ~4. All watermalM to be laId with a max.a/' ~ otNer. Afr d...,.- out ffIJ6f I>> opprtNed l.r ,,. City af' WI",.,. SprIng&. ~5. T,. Contractor shall submit all $hDp drawIng. to ,,. Engl,..,. for final ~ormanoe with ,,. 6ItJndard.. .36. T,. Contractor .hall comply with all federal. state and local law. and rtItJUlatlOM controlling pollutIon af' ,,. "",'ronment. 37. T,. Contractor shall control lis opertlflOM tJnd ,,,,.. af' lis wbt:onfractor. ond all wppller. to O$6Ure ,,. IfItJ6t InotJrffIletWf'K)(I to ,,. 'ravelIng publIc. r,. Contr<<JIor $hall mt:Jlntaln fr_ ond U/tOb$fructed ".",.,.", a/' veNouIor 'raffle and shall lImit lis operatlOM for ,,. Mlfllly and oorwenIence of ,,. 'ravelIng publlc.Under all drcutMtancu..,,1IIy shall I>> ". tnO$f I~aM consideratIon. .lB. PrIor to oomtttenCIng work ,,. Contrtldor shall furnish. erect and malMaln oil btJrrloadflS.wornlng 61gns.ond markIngs for htJZards tJnd ,,. contrOl af' 'rtlfflc.ln retlllOnable conformity with ,,. Mt1fIJtII af' Uniform Traffic ContrOl Ow/oat for Str.. and HIghNay..or tI6 dIrected l.r ,,. City af' WI",.,. SprIng. City EngIneer and PolIce DtJpI..SUCh 0$ to .,fectlvely prtNflnf t1CCIdents In places w""e ,,. work otIU... obstructIons to ,,. normal'rafflc or 0DMf1fufes In orr way a htJZard to ,,. publIc. 39. T,. Contractor shall vIsit',. site and famllltll"/ze N".." with ex/.'ng oond"'OM prl(Jf' to bid. 40. All water 6elVlou r"erenoet/ w"h eDR9 MlrVloe JJD/Y' ~/1rNe a PPJ.rfJIlng ~ PE3<<JIJ.and DR9 (PC 2(0) f(Jf' ~tr,.,. tub/ng per MWA C9OI. 41. No In&pedlon on WfJIIkends (Jf' after 4m PM.MontIay-Frldtly. &Jrled linN .halI be opened to Insure proper JoIM connectlOM. 42. IMlJCflOM trlJ. I>> .a.Juled with 4B htJur. tItIvtlnt>> notIce. "". All preuure II".. """ IrNe 12 0tJUfJe ,racing wIre 'aped to ,,. side t1I five fod lIIfet'WJI..LI:Joafor 'ape Mlall I>> placed Gt1lt fod a-. till wafer. awer. and rflClalmed water malMrIve fod IntervolS. +I. Off.,s for I",.,. ore to ,,. I",., Centerl,,,. per FDJJr.lndeJt 2/0. 45. All .r_s are prlvtJte. 46. T,. Contractor .hall be rNpoMlbIfI for ,,. maIntenance (f all landMXlpe buff....r~/on and d.,.""on facllltlN until',. work hIM been ~ l.r ,,. Owner. All dIsturbed areas shall be returned to ''''r orIgInal oond"'on. 41. rl>> ConIrtldor MtallotJmp/y with till ItItJtII lOtId r""rlctlOM In ,I>> hauling " """'01. In publIc rt:JtJt/. bIJ'Cnf ,,. limit. af' ,,. work.A 6P<<J/tII permit will nat rellfl/lfl ,I>> Contractor a/' liability for ,,. datnfJt}e wlich mc:IY rMUII from ,,. mtNI,. " materltll ontJ equIpment. 4B. T,. IConfrodot' MttJII Insure ,hat proper _I d.".",.. are acNtIIItId for pltNJeIfWII a/' till hMIdwoll/MtIwOII fodllt(J6.rehllnlng wall fOtJtfIt(J6.and In generol.any fotJllng wpport ducrlbed on ,,,.. plaM.It will al.o be ,,. rfMP(JlMlblllty of ,,. Contractor to lMUf'e ,hat .,fldent _,. """ng ,.,. been ,.-,ormed prIor to flnallMtallatl(Jl'l a/' Imprt:NfllntJd.. 49. Durlf'II(J ctJn6fructlon. no dIrect dl<<:hDrge a/' water to dONMlream receivIng wder. wIll be alltJWfld. T,. Contractor I. rNpoMlble for maIntaIning wt1IfIr qua/1Iy.and MtalI route dl<<:harge water In SUCh a manner to adequtJlely remtlrfe sI" prIor to rutdf from ,,. site. 50. ~/on .. DtIIfInflon pond. and lJ:JkN tlf'e to be oompItIIeIy <<Jdded with MInd grONn MXI ~ f. belON normt:JI wafer ''''''''.wlth ,,. ex~/on ,hat no M1d IfIt/ferltll wIll be placed tiller undflrdraln "Iter mt1ferlal. !51. Erosion Control ,.. PrO/Ide .,fectlve temporary and permonent er~/on control follONlng ,,., requlrtlfMd. In SectIon 104 tf ,,. State af' FlorIda Depar,ment af' TrfDMlJ(Jrfatlon S'andard SpeclfledlOM for Road and BrIdge CoNtructlon. /991 EditIon (FDDr.Sectlon 104). 8. COdrOl features. mtIIhDtJs and conditIons Included In 'lis contrtld Inc:lude ". fOllONlng (M IndlCtlfed l.r x In blonk, I. M. Coordlnt1fe constructIon af' femptJrory er0610n control featur.. with perl1ltH'reM erosion oontrol ftlfJluru. 2. a CoMrol OI>>TatlOM wlich IftCt# ruulf In Water PollutIon. (FDDr.Sectlon 104-3) ~. M. PrtNlde M:l8dule for ClearIng and grubbing. eart/Work opertlflOM and ODMfructlon ~ permanent er06lon contrOl featurN and proprtftd U6e tf temporary er06lon contrOl featur.. (F DDr. SectIon 1CH-5J. 4. _ Umlfatlon tf eJtfJO$Ure of erOdIble ear'h without 'emporary or prmanenf erosion oontrol ffJtlfur.. Is 7501XJO SF. (F DiXT. SectIon 104-6.1). 5.4 TfIfIfJOI"ary GrtMsIng (104-6.4.2) 6. ~ Temporary $()tI (104-6.4..3) 7. .:T."..-ary MulcNng (104-6.4.4J B. _ SondlKltJtJlng (104-6.4.5) 9. _ Slope DrtllM (104-6.4.6) 10._ SedltMd Sa8lM (104-6.47) II. _Ar'"'dtll Ct:Ner1ft(J$ (104-6.48) 12. _ Berms (104-6.4S) ,/~.a Baled Hay or Strow (104-6.4.10) H." T."..-ary SIlt FtII'ICfIS and StokfJd SI" BarrIer. (104-6.4JI) 15.J4 FlOtIflng SIlt Btlrrler. (104-6.4J2J 16.&RemtNe ,."..,ary erosion control fet1fur.. (F.DD.T.Sectlon 104-6.5) 17.l!Molntaln permanent and fe1tpJrary erosion cantrol featur.. (F DIJr. SectIon 104-7) IB.ll.TIi. contr<<JI design htJ. been apprtNfJd l.r ,,. (NINER and 'tltJUlt1fory agenc/.. htNlng on I",.,...., In er_on control abatement. In It. final form ,,. tlNlgn "".,. or exceed. mlnltrlJm $fandard.. All femporory er0610n control f_ur.. requIred durIng t:JtJnSfructlon $hall be ctJMtructetJ l.r ,,. Controdot'. ond ,,. cost ,Ier. Included In ,,. Contrtld Sum 0$ a rfItJUlar oblIgatIon Incidental to ,,. Work. C. DurIng txJMfrudlon ,,. Contractor I. to IMlall 0 turbidity M:reen tIIang pond ar.. tlbuttlng ContIervt1flon Art1fJ6. Do r,. Controdot' I. rNfJDM/ble for maIntaining all er0610n prott...""'on. N/JfIC/ally In ,,. COMervaflon NtIfJ6,durlng ,,. ""'re con6fructlon prootlU.lncludlng repa/r..-'C..to prtNflnf arr .'ltatlon from """"ng ,,... or... 52. T,. Controdot' I. rfl6lJQl)61b1e for gradIng oil pt1VtIIMnf. In tl()(X)rdance w/ ,,. GradIng PltJll.I",.,.actlOM $hall be 'raMltlonfJd to prtNlde .motJIh drivIng 6UrftlOtl wlile maIntaIning positive draInage. SlDJld or.,. af' poor drainage be 0bSerWItI. CoMractor sfltJlI notify'" Engl,..,. prIor to pavIng ., ,hat r<<XJmm#IftfJatlOM for correctIon mc:IY be mad.. 5~. Q)antltl.. and '''''''M af' mt1ferlal. MrJwn on ,,. plaM SfDJld be verifIed l.r ,,. Controdot'. Afr dlMJrflPtJncy M/ween callout. and actual 6htJwn In plan vI." I. to be brtJUQlt to ,,. E(t(JIneer'. t1ItenIlon by ,,. Codractor prIor to tJlddlng." I. 'fe Eng/""". IntentIon to build what I. ./'rMn In ,,. COMtrudlon PlaM. 5If. MI.,."tJftetJUS Engl,..,. Nd"'ctIIlons At T,. Codrtldor nil prt1flde ,,. Engl,.,. 2" hour advance not"'Ot1f'on notIflCt1flon f(Jf' ,,. followIng ODMtrudlon ond obserwJflon tldlv"'.., a. Sonltary Sewr UImpIng and TJI.In&pedlon b. ConntICtlOM to Exl.'nrI Systems c. T/rusl8lock Pour. and RNtrtllM CortftedlOM d. Storm Drolntl(Je Ltlmplng .. In/., T(JfJ PtJur. (/W"ordng Sr.I ChM:k) f. Wafer" Force Main Pr...,e T...,. g. 8<<;terlOlOt}OlOtll StJmp!Ing h. Base ObMIrwlflon " SoundIng rr..., repor'. will be 6Ubm1ffetJ to ,,. City EngIneer fram ,,. ""'ng firm 0$ <<Jon 0$ each ,.., Is compIflletJJ I. Asphalt PlaoemtJnf J. PrtrFlnal IMpectlon k. FlnallMpecflon S. r,. Contractor .hall keep DAILY eM-SuI". t/rowlng. and make ,tem readIly tJt:JtJU61b1.. C. "rlor to ,I>> Mart a/' t:JttJtWtrudlon ,I>> ConIrtltJlor MrJII prepore ond 6UbmIt to ,,. City EngIneer a project OfJf)$fructlon <<:I8du/e (Bar Graph} and $hall update MIld M:l8tJu/e on a monfNy btMl&. Do Arr fuel stortltJfl ar.,. shall ht:Ne prIor ON""'S apprtNal and opproprlate fltetl6UrN Mlall be 'aken to IMUre prtJIfJt:tlon a/' groundwater and MJlI rNtJUrce6. E. The Contrtlctor .hall coordInate oil bt1cltflll operatlOM with ,,. RNIt/ent SoIl. Engl,.,. and submit rNt Repor,. to Engl,.,. prIor to begInning work on ,,. next Item af' work./Awbgrade prIor to curb. F. T,. Engl,..,. rNel'Vfl$ ,,. rlglt to requIre ,,. Contractor to UflCtNflr. rfJlest and/or perform arr actIon necessary to ensure ,hat,,. ImprOltllftllMS htNe been CtJI)sfructed In tl()(X)rdance with ,,. plaM and speclfledlOM. G. T,. Contractor .hall prtNlde S.5.A.wlth a ~ af' ,,. $tlnIttJry sewer TV ruulf.. 55. Arr sanitary sewer system buIlt for phtJslng af' ,,. project 8htJII ht:Ne a /0' stabilIZed tKJCfIU road over ,,. lIne and be OOf'IstrucffJtJ to and IncludIng ,,. next manhtJle with a /0' utility tIflMImtInt CtIfIIered tiller ,,. pipe and manhDl.. TIi$ project will nd be phtJset1. 56. Arr dIscrepancy bIJtIween ,,. dlmenslOM and tntIfJsuremenfs ./'rMn (JI'I ,,. plaM and ,,. tldual field condltlOM shall ImmedIately be brOl/QIt to ,,. Engl".,-'s t1ItenIlon. Fo1lure '0 do $0 and to cantl,.. con6fructlon shall make ,,. Contractor compItJ!IeIy liable for whtllWer errors and/or problems ,hat Indy 6UbMlquently arl.. 51. Blue "",ectlve ptNtIffItIM Marker. shall be placed In ,,. 0fJf1fer af' ,,. drivIng lane In front tf all FIre Hydront.. 58. T,. Codractor I. to minimize ,,. remtNtll af' tIfJt}f/Iatlon to ,,. greatest eJdenl prtldlcal. 59. All roadwork to be done In ,,. City ~ WI",.,. SprIngs RIglt-tf -Way wIll requIre a Construdlon ZGt1lt PIan/Permit and opprtNal from Trtdflc EngIneerIng tIf least 5 days prIor to oommencemtIIt. 60. "'s ,,. ContrtJdor'. re.sptJMlb/llty to obtaIn a ~ af' ,,. Sdl EngIneer'. report for 'lis project from 8rJwyer-SlnglfJlon and Assac1afes.lnc. and to "."",. Soil EngIneer's requlrtItntJM. for preparatIon on ,,. site. T,. Contractor's SoIl EngIneer shall cer'lfy ctJffIIJ/fltlon af' all compactIon. roadway OtJIVfructlon. and underdroln IMlallatlOM. Get:1IecIrI1col rtlCOfl'lllfef'latlOM are nd ,,. rflS/lOMlblllty af' Sawyer-SIngleton " A6$OC/afN.lnc. Sawyer-SIngleton " AtsoclatN.lnc. htJS relIed on ,,. referenced t}tJtJIechnlcal repor' In ,,. preparatIon af' ,,.. plaM. Any conflict bfIIween I~ormtlflon wltlin ,,. report and ,,.. plaM .htJII be reported '0 ,,. Engl,.,./Owner.8ONyer-SlnglfJlon " A8MJdatN.lnc. a6$UmN no rtJ6/JDMlblllty for ,,. correct,..s. compIfIIenes. or t/CCUracy tf ,,. t}tJtJIflChnlcal I", ormtlflon. 6/. PrflOtJst drwlor Mructur.. $htJII be OtJIVfructetJ with a mlnltrlJm S- wall 'lickflflH. 62. Contrtldor shall malntoln WIIIIM'v monitorIng reports per general condltlOM af' ,,. EPA-NPDES Genertll StorI'ttNtIIr Permit. 6". T,. Contractor I. to contlflJtllly malMaln.at Ii. expen$tl.ofP/ and aller06lon pr,,'on 6y6ftJm6 ntJtIdfJd to Inwre ,hat project constructIon will not oau. orr water quality dtl(/ratJatlon or vIolatIons to Oft-s1fe or af'f-6fte waterbOtJI... pond..lak.. or WfJIland.. T,. Contractor Is al60 r..ponsIbIe for """ng SJRWMD Permit CondltIOM.'" EPkNPDES General StortrrNt1lfJr Permit CondltlOM and City af' WI",.,. SprIng. RegulatlOM. 64. Record Drowlng, N ,,. end or ,YJn6fructlon.'" Contractor prtNlde one .., a/' drowlng. MrJwlng AU. CHIWGES marked In waterproQ/' red with ,,. follONlng Contractor Certlfledlon executfJd on EN:H SHEET, r,. Contractor IWfJI1y oertlfl.. to ,,. (NINER ftJtlf ImprtNemflnf. CtNered by 'Ii. drowlng and ,,. relaltld dtllall. IIfJVe IMll) con6fructetJ 0$ IndlOt1fed or os modifIed by ,,. fIfJIN and ~rcpiC6 ./'rMn.AINItId a note or graplic to ,,. cantrary.'" Imprtwemed. htNe been constructed metJllng IndU8fry "ondard to/eral1Oll6. SIgned, 0tIttII AuthOrIZed Contractor'. ReprNenfatlve 65. T,. Contractor .hall be ruptJl'J6/ble for prOledlng all exIstIng survey IfI(JfIJmentt1tlon. DIsturbed mtnJmentatlon shall be restored by 0 FlorIda- licensed land ~ _tided l.r ,,. Owner at ,,. ContrtJdor's expense. 66. Allfrafflc control sIgns. markIngs. and str.81gM to conform to F.DD.T. and City af' WI",.,. SprIng. City OrdInance. 67. Security gate tlnfranctl$ sfltJII ~ with oil PolIce and FIre DtJpI.rfItJUlatlOM. 68. AIr RelfItIMI VaIvN .hall be required at all ligh point. In ,,. prDfJO$<</ forCMlaIn. 69. TNtlng, T,. Contractor to ,.., all water maIM as per ,,. followIng, Hydr08fatlc ,.., per MWA-C600 (or M2~) Standard. and DlsI~ectlon af' water maIn per IIIIIW Ar-C651. 70. All water bypa.... sfltJII be con6fructed tf dudlle Iron pipe and ShtJII be "..rOdded b<<:k to a -dtlfJd-maff' anchtJr on both sid.. ~ ,,. maIn. 71. All structuru.plpe and 01,.,. ctJMtructlon In ,,. F .DDr.rlgl'l-tf -way will be performed aooordlng to ,,. applIcable F.D.O:r.Ffoadway DesIgn S'andardS and SpcIfledlOM. &. 72. ConstructIon wltNn FOOT RhI ShtJII be In tl()(X)rdance with FOOT Roadway ond Traffic DesIgn Stondard. (2000 ver.'on).and FDOT Standortl Spec/f1Ct1flons f(Jf' Road ond BrIdge ConstructIon (2000 ver6l0ll). & 73. All ptNemert markl. In SR 4J4 to be 'lermoplastlc. a.VISIONI SUBMITT At. DATE CITY OF WINTER SPRINGS FLORIDA DATE JAN,2001 "1 DATE BY DESCRIPTION DATE BY DESCRIPTION DATE BY DESCRIPTION CITY OR BoWYER-BINGLETON \~b\ DESIGNED BSA ll) 02/20/01 ~ SPRINGS ~ COUNTY 3/22/01 DMS REV.PER QA & CITY OF WINTER CHECKED DAIS ~ W,W.D. 12/13/00 & ASSOCIATES, iNCORPORATED DMS REVISE PER FOOT COMMENTS & GENERAL NOTES SC1LE NONE 0 6/29/01 FIN1L "- & APPROV 1L ....'...11'.. . 'LA."'.. . eUIYI"". . ....'IO......'AL PROJECT NO. BTRI-201 ll) 7/20/01 DMS ADD NOTE 73 PER FOOT COMMENts \( lO ~ BID SET 520 SOUTH MAGNOLIA AVENUE : ORLANDO, FLORIDA 32801 BELF A1RE FILE NAME BTRIPGN.DOI ,.... 407-843-5120 . FAX 407-649-8664 AS-BUlL T ENGINEERING BUSINESS -1221 ) SHEET 2 OF 25 SEP 2 8 20ot! ~ ~ ~ , ~ ~ ~ I I I j I ~ I ~ -/1' ..J-. t ~ i '~II ~ I) II as II I 9> I J 1/ I ~ I:' I; I ~ I' ',I :::i III I, I ~ III I' ~ 1'1 1\ I ~ 1:\ I'll ~ 1'1 I ~ ;" kl il + ~ It' I;' II 1,1 I ~ Iii III I~ II III I: 11/1 I: 'I ~ II 11 I \ I ,I I II I {,I " , I I~$ II~"" I I I' '<;,. II ,'''1,'1'.... 1/ h " I r ' , 11, , 11/ t I ~, t "I " , I'~ I~ I "'11\ ,\/ 11 \ ,i I,' ~ I ' j ': I \ 1 1'1 \ ;\ III 1:\ /' 111\ / \ I I I: 1:;: \ II I I) III ' ~ III '" I / ,~ II/ ~(l ' " I I, 'I 1,1 : I I f : I , It ,I dlt I \,' 'I , :1\ r \-' . ~ ~ '~ , <I? ~ i , , \ I \ FOA CONTINUATION OF WATER SEE 'PFFSITE UTIUTY SHEET \ ' , \ \ , , , , , ' , , \ , , ' AND FORCEMAlN. " LEGAL DESCRIPTION LEGEND J ~, \ 1 \ \ , \ I ,\ ' ." \ \ I ~ \ ' , \ I \, , "~, \ , ,,\ I' \ \ , , ",~ I, , ' , "~ ' , , I \ , \" " , \ I ' , , ~~, 1 \ I ~ '\\, '- " '" ,,25' wET-LAN/? BUFFER ~ \\1 I ' ,'\ '\. "- " '\. ,,," '\. "" ..... I" , '~ '- , , I 1 '-'-WEtLAND'~MrAcT,- " 'l ~0~7;~~_',~ ' I' ~' \ ~_ 'I '2', , I", .... "- I ;' >', ' 1>1.. 1\ , I I ,~, o DESCRIPTION SANIT ARt' SEWER SYSTEM STORM SEWER SYSTEM WATER SYSTEM FIRE HYDRANT CONTOUR SOILS DIVIDE SOILS TYPE DRAINAGE STRUCTURE SANIT ARt' STRUCTURE EXISTING PROPOSED .30' UTIUTY EASEMEN , , , I , ~ \ 71 FROM THE NORTHEAST CORNER OF SECTION 4, TOWNSHIP 21 SOUTH, RANGE 31 EAST, SOo029'58HE, ALONG THE EAST LINE OF SAIO SECTION 4, A DISTANCE OF 628.03 FEET FOR A POINT OF BEGINNING ; THENCE CONTINUE S00029'58"E, A DISTANCE OF 1845.39 FEET TO THE EAST 1/4 CORNER OF SAID SECTION 4, THENCE RUN S890S1'S3"W, A DISTANCE OF 25.00 FEET; THENCE RUN S00021'31"E, A DISTANCE OF 25.00 FEET; THENCE RUN N89051'53"E, A DISTANCE OF 25.00 FEET TO THE EAST LINE OF THE SOUTHEAST 1/4 OF SECTION 4, TOWNSHIP 21 SOUTH, RANGE 31 EAST; THENCE RUN SOo021'31"E, ALONG SAID EAST LINE, A DISTANCE OF 306.84 FEET, THENCE RUN S890S0'13"W, A DISTANCE OF 661.88 FEET, THENCE RUN S00002'02"E, A DISTANCE OF 319.03 FEET TO THE NORTH RIGHT OF WAY LINE OF STATE ROAD 434, THENCE RUN N89038'SO"W, ALONG SAID NORTH RIGHT OF WAY LINE, A DISTANCE OF 331.84 FEET; THENCE RUN N00007'42"E, A DISTANCE OF 648.41 FEET; THENCE RUN S89051'53HW, A DISTANCE OF 450.03 FEET; THENCE RUN NOo029'58HW, A DISTANCE OF 643.00 FEET; THENCE RUN N62018'36"E, A DISTANCE OF 683.00 FEET; THENCE RUN N46039'24"E, A DISTANCE OF 547.45 FEET; THENCE RUN N00029'58"W, A OISTANCE OF 510.00 FEET TO THE POINT OF BEGINNING. ---{>--- ==~-=--= . . .4 , , , , , ~ --~-- ---~-- -t '- -----------~ ~ 20' UTIUTY TRICT TO INCLUDE SEMINOLE CO. UNPAVED TRAIL ................... @> (1 D3 54 , , , , , , , SOILS LEGEND '\ '2 '- ~. -,-- , , ~ 6 \ , ~~ \ \ , 7, , , , , , , '. 100 YEAR FLOOD '~LEVATION& \EL. 9.8 'I \, \ \ " , \ I '- ' '<!' , , '(S) , -4 " :25' WETLAND sUFFER & '\ ~, " , , I WET~rl '~N::T.\ WE;iMO IUPN::T. \, \ 0.90 N;RES 2 - -~ ~6 'ACRES ^ " " \ "....., ~ \ " \ /\ '" '\ ~\ "r\ 25' WETLA'N.,D BUFFER & , , , \\ \ SJRWMD UNE , \ \ \ \ , I \ '\, ~~~:WETLAND BUFFE.R~ , \ -1\ W~ 'R " , t , WETLAND IMPICT- : I ',~ '" 0.01 ICRES /!t, --. I" ' . -,,- ill', ~ ' ...~ - ,,,,', ~ --" , ~- - '- \ ''', , ~ '-",\ --., \", , ~ / , , t" \ , " ~I' , , " ,,,,, " , ,,. , , ",;: , ""',...S -Itl' '&. ... ... & t,'\ " ""', 3 !,:J I, ' ,,'- ',<?, 'R$~ \ ,1,. , " , \ , , CONTAINING 49.92 ACRES MORE OR LESS. & SITE DATA @ BASINGER.SAMSULA AND HONTOON SOILS. DEPRESSION ([[) BASINGER AND SMYRNA FINE SANDS. DEPRESSIONAL @MYAKKA AND EAlJGALUE FINE SANDS " 15' DRAINAGE EASEMENT ZONED R-IA AREA TO BE DEVELOPED - 45DI-/- AREA DEDICATED TO CONSERVATION - 251.35 TOTAL ICRES - 296.96 ./_ ./- BENCHMARK , , " j J I , 15' DRAINAGE EASEMENT- 10' L.4NDSCAPE/BUFFER TRN::T W(SEU't.Jl.';: CO. e \'!NPAVED T."RAI 3 "-, <'" \ -2... -... _ ..\ _ ..) 6'HlGH WAL4 \ ALONG....Pf?OP!fTY 'VNE --.-.- -- ----- PJ<.NAlL AND DISK ON TOP OF CONC.PILLAR.N'w.CORNER a BRIOOE 48' ./- WEST C/L OF DELEON ST..55' NW OF P~.A FLA.AVENUE AND DELEON STREET..'550 DELEON ST. ELEVATION 22.579 , DEVELOPER SUNBREEZE.INC. 529 VERSAILLES DRNE.SUITE 200 MAITLAND. FLORIDA 32751 TELEPHONE , 407-644-98/1 FAXt407-644-9621 - / - ~,~ '" , \ \" r-- , , , , r~~ --\- , , .3 '- 4 ',5 ~....) c, , , '- I f I. I I I I I r i " I , , , '~ , , , , , , SETBACKS FRONT 25' SIDE 7.5' REAR 25' STREET SIDE 15'- , , , , '- ~ 990' SIGHT DISTANCE UNE -- - ~ ...- .' --.. ~ ~ ~ ,-' - -, I~ I I I , 15iDRAJ.~iGE ~~~ I EASEM~Nr -' - -, - ' '~\ I " ," I: I 'IJ I \ I !rl ' J I I l:._ A:,tf - t~-=';'_--2t = = ~ ~~ ,:; : 1 \ SOUTH SEMINOLE II "'/~I I I I 62 CHRISTIAN CHURCH :: ~~I I: \ II, , I to> I ~I I I I \ I I~, \ ~ I If' \ ,', I' I 'I J,II I' , I "'I, IS' DRAINAGE, I: EASEMENT :/1:: I ,,1'1 20' LANDSCAPEJ: ::'/ '- BUFFER TR~TI,I',' 11 "I I , .. ::.. J r, I - - i I I I " 1 _,- , -I' I- I I I I I .'. - I, ~, ,.' '~57 - --- , 1,1 I I I l' ~~ ,-- - - - -- L :::; ~-tl.t- " r - \ .'" ''- \ , I .. - - - J.':"'" ,'-+ ~ -- - ) ''\ , ,) \ I -~-- --- ---..--------..------ &- NOTE, PRCNIDED CORNER LOT F ICES SAME DIRECTION AS ALL OTHER LOTS ON THE BLOC'S.10THERWIS~~A 25' SETBICK WILL BE Rt:.OUIRED Ff'fUM BOTH ROADS. .;... 6.3 , , , ---- " , .. , ~ , , , , , '- i " ,~ ._---.7 -. - - -- , , , " , , 59 ...... ...... ...... ........................ @ ............y~/l'Q,fAN~ ''''- 'WETLAND IMPICT- ',j ODL /lc/!~S & ,',,_ ----_--B_ ,,- 7b' POND'KJCESS}j!;~ ... .-...,;~ ...... , ..' - _ - - 3- _9 'l:. --- - - - ~ ~.,.......""'~ - - - - ..... ....... -..-- - .. - - - --- CONSTRUCTION UNE ---~---- '... /.' , , ... '- OlIo', "' , ......... ~~ ',~ ......'f..~f\ill ". ~ 0uf "...... , ',s ... , ... , , ... ... ...... / , , , " 60 "- -.... '-- SJRWMD UNE "- - -- -..... " , " '"...... .... 5/ ~7 , ... - , - ~- - " ..... ...... ,..... " ----- - - ..:ll3~~-- ----...--:-... =-:> -... -... _.. - ..._--~---=:.-::-:.-~=:-:.:-:--_._-.=..- .~ - --- ~, , "- "" , J '", ..- ...... -- .. 52 so \ \ \ , \ ~9 _ j_ ~9) .. , , " 56 155- r\' N I 53 I \ I I I I 1 \ 48 , -- - - - ," " " ~ t c- I I I I , -,- \ , ~ 0 );> ~~- .... [- -- I' - -==~.~~ -. _)~ - - , . 23- - .. -~ --, -~ , , , ~-- , .~ .... '" - , -- , ---- ... , -.-6--_ ,fL- A-3 15' DRAINAGE EASEMENT & (SEE LOT & BLOCK GRADING PLANS FOR SWALE SECTIONS) - - - -.;:~ -- -- -=..-----------~, -- _ ;:__ .da.-::::-:::-=-=~--------~ -=- = '::. '::. -:: - - , "I _ '\ .. ~--",ri.r--- -Iil~ - - - " ,-- ;: ~- ';)<'5!-.3U-:;:.~_-":._=_-.........A:_~~_c_c::._c.........,..~ II \ . I ,-0.... -- ?..~.,. I 0 rll' I'I-:~:'''/ ',~ \\' ~ I J II' \ ' I '.J. 1\ J ~: : E x I sf! nq Pond II:, Ex I sf I ng Pond '.sr~\". ". \I , ,~'tf1 , \.~ ~ ~, ,'< , , , , I 10 , o I>> :< , , '- I \ \rf- \ )jJ , \ /~ , , ~ " ".~ , t'" /I I I --------- . ------- , _..:::.:: __ _ _ ~ _ .:: = ~ _~-_--_-_-_.r___~_-......:-_:-- _ __ _~ _ _ ... -+~ - - - - - - CONTRACTOR "AS-BUlL 15" I hereby state that these "M-Builts" wer. furniShed to m. by the contractor listed b.law. I. or on .mplay.. under my direct supervi.ion hav. r.view.d th..e "M-Suilts" and belev. th.m to b. In compliance with my know..d9. of what wo. actualy can.truct.d. This .tatement i. ba..d upon .it. obs.rvation. of the construction. ., .II: = :: ::: .=: =. -_-_ I ~. - ~ ~ ~ ~ ~ ..::, SCREEN WALL (SEE LANDSCAPE PLAN FOR DETAILS) _ ._ _, -'1 - I - ,- -: - -' - - ..,~1 /<, ; - ~.. ~ I n ~ I\) 10' LANDSCAPE/BUFfER TRICT TO INCLUDB SEMINOLE COUNTY UNPAVED TRAIL l" -- -:-.-- -- .... Ii) t\J ~ C5 "- O'l ~ \0 BY R BVISIO N S DESCRIPTION Contractor'. Nome En9in..r Not valid without the s19notur. and the orl91nal rai..d seal of 0 Florida R.9Ist.red En9Jne.r. DATE BY DESCRIPTION DATE SUBMITT AI.. DATE BoWYER-&NGLETON & ASSOCHATES7 KNCORPORATED CITY OF WINTER SPRINGS DATE BY 3/22/01 DMS 6/15/0/ 2MB BID SET .NG'.....,... · PLA'U"". . eu.v."IIIG . 11II".OIllMI1II1AL 520 SOUTH MAGNOLIA AVENUE : ORLANDO. FLORIDA 32801 407-843-5120 . FAX 407-649-8664 ENGINEERING BUSINESS .1221 OVERALL SITE PLAN FLORIDA DATE JAN,2001 DESIGNED BSA CHECKED OMS SCAlE /"-/00' PROJECT NO. BT RI rIlE NAME BTRICOS.oOI SHEET 3 OF 25 6/29/01 DMS DESCRIPTION EV.PER OA & CITY OF WINTER SPRINGS REV. PER CITY OF WINTER SPRINGS ADD 25' WETLAND BUFFER UNE REVISE PER CITY COMMENTS REVISE PER CITY COM4IENTS W....D, rlNAl APPROVAl CITY OR COUNTY 02/20/01 12/13/00 5/14/01 2MB AS-BUll T BELFAJRE SEP 2 8 2001 (/ ~ ~ .... \I) I =s ~ <D :cs tl l: ~ ~ :<: ~ ~ ~ ~ ,/ ~ ~ t g ~ ~ 5 G 1t ~ ~ .; l\J DATE 9- f;) Q o "- Ft) " 0) F::j Lu ~g ...J. U) ::t:" l>~ ~tn ~I Ex. Inv. 2.3 Ex. 36- RCP ~----------------~-------~--------- I() 15 ~) 14 <1 I~ t\ E x.lnv. 3.0 " "- "- "- "- "- 30~ DRAINAGE E~SEMENT- '\ O EX. !Jt!I'ReP FM " WII \ IZ MIN. / Lug ~6 :ttf) U<( t--...~ ~V) ~I b& .... 12 - LIMITS OF CONSTRUCTION 1'-. , , , _-I I I I 1 . /1 .-- I I 1555 LF 6- PVC FORCEMAlN / ._ ,~"l) .' \ ._ .- - ..n- " 30~ UTILITY EASEMENT 36'... HERBACEOUS DEPRESSION (TEMP. IMPACT 0.02 AcJ Ex.tnv.4561 Ex. 48" RCP ,,\ ~ /I ~ 5 <fl 29 ~ / 10' ~.. '.-- / ..' ",,'" -- -....- 10 /570 LF 12' PVC WATERMAlN -.... ..' . . " \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ ., ~.,,' --9-----------------~~17---/~ ..' --~------ ~) 6 " ,., .' " " ... .,' , / / / V. " 'X ~ 7\" '-' ~ ..../ \ \ \ E x.lnv~3.6 \ \ 17 LIMITS OF CONSTRUCT/ON 1400 LF 6- PVC FORCEMAlN ,],-'0 Ex.lnv.3.3 /-0) Lu ~8 ...J. ~ :t<( ~~ ~I ~ ~ 22 21 3 18 Ex. 48" RCP \ \ E x.lnv. 3.6 /400 LF 12' PVC WATERMAlN Ex.lnv.5.66 & OEX.WRCP '\ 7,8' MIN. / FII " WII cO:;1 ) .S~ ~G L.~ (~r O~RY SE:CON / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / BY O~n .5~ ( E: p.G t..E: l j ~p..'f P p..' IV' NOTES: I. AN 18" MINIMUM WATER,STORM AND SANITARY LINES MAINT AINED DURING CONSTRUCTION. VERTICAL SEPARATION BETWEEN SH ALL BE NOTE:USE PLAT FOR ALL CONSTRUCTION LAYOUT. DESCRIPTION DATE RBVISIO N S DESCRIPTiON & BY DATE BY DESCRIPTION CONTRACTOR "AS-BUlL TS" I hereby state that these "AII-Builts" were furnished to me by the contractor listed below. I, or an employee under my direct supervision haye reyw.wed these "As-Builts" ond belieye them to be in compliance with my knowledge of what was octually constructed. This statement Is ba.ed upon .Ite ob.eryotlon. of the construction. x. W RePS \ 0 \ 18' MIl(. &. 18' MIN. / \ \ \ \ \ \ FM " WII ~' LIMITS OF CONSTRUCTION LIMITS OF CONSTRUCTION -, I ~----~ ~r:..., 30~ UTILITY EASEMENT 1002 LF 6- PVC FORCEMAlN "-;>- , '~I\\~\~;\\---- (\ ,\ ' \'1 -- ~v I 11,\ \, \ I (;:-_. . ~...'" .'t\\ " ' I - -.- \~. """ ~,\\\ \\\\" ------\'. ' ~t \'\\\~'I\\\\~\\,~\ , r - - - II \'111'\1\\,\\1' II ,.- - - 'II' ",'1\1\1 \I\\~, I ,_ ~ \'\\\ \,I\\,\\~\I\\\,\ ~~ 1\\\\ IIII\'I\~'\\\\\\ ~ ,,~tl~~~\\\,~~~I\\"'\ "'I I '. ~'\,"~~'\"I~~'\V ~ ,,, \ _ _ -\. .~\:\'\\~U.",~,\:~~ _ _ "'- ",\ ""\ "\"\ "'''''' \, .\..~ \1',\ '\\,\\\ '~A"..~,\\\\,I\'\\\\ ,~ :\\\ \\\ \\\\ \\ \.....:J '1\\ I \\\\\\ \\\\\, \ - - '\\\~'\ ~~~I~\\'\\\\\\' ",C\ \\, ," \\';,~,\,' ,~<~ \\ '$\ \~~~ ~'V \' \'\~~\II,~~Iii~,~~\ ~'I'I\\ \\ \11\" I : \ \\\\\\~\\\'\\\\, \ ! '", \\\'\\\\~~\\'\\\\ \ ( \1 ~\\\\\\\\,~\\\\\\\ ' ,I \11\'\'\\\ \\\'\\\~. I" \\,I'\I\,~~\\'\\\:\ < \,'\111'1\11' \I\\'\\I\I~ '" \\\' ,,\ \1\ \111'\1 ~\,l,' , ~ ,,,,,, I \I" I ~ ~ \ ~.t~'\ ' I~\I\'\I\I'''I ~\\,I I \111'1\11' I \\\' " '~I\I~~~~~~~\ I ~ '\\\'1\.\'\\\ . . \ \, . ~I':'i' '~' \ \ "-<\ \II' L' , n' \ \\\ \,' ,1\1, \1, ~ () V I ,,' I ,I" I \ I, \' \ I ~~~ ,J' \ '1,:01 II ,1\", '\I\'~~:)ll, y,: I I' ," I " " ,," \I \ \ ~ \ I' ,'I I I' , I , ,\, \ I,\I,','\\""",~,\ . \ \ "i""'\\'\\'\"\' ,. \ \ " '0..\\,,' \\,,' \II .' ~\' , \\' \ \ \\' \, I \ \ ~ \ ,'~ \\ ,,' \ \\ \', \ '\ \ 1 ,'\~ \""' ,,\\' \ I \ ~$\ ,I ,\ \ ", \\ II' I \ ~ '\ , '\ \ \I ", II ", \l\.:r:: \' 'I \ \' \ I' I' \ ,'~,~n \ \ '"'1' ,I~\, \1 \1\\ ,1\\' \\\\'" \ \ 'U,\~:;"~\\\~'''\\ \ '\ \' ,~ ,\\ i"l" :J \ ,'-'\ ,\\' ,'" \' ~ ~ I 'f' , "\\",,,' \ \~ v , ,II" ,\\'1' , ~ . . """,,,,,' C"" 0,,00 ~. ',"'" ..." f' AI "\,,,," ~a~':1' 1\..'" I ~.\ \'f' 5 r- r-' , , ~5 34 ~~ 32 .... - -- ----- --.. --.. -- -- - ---- ---..-- ---- -- ------ --.... ----.... ----.... ,\ '\ .... 980 LF I~ PVC WATERMAlN LIMITS OF CONSTRUCTION ~ ~O ~ .~.. '1 I 1 I .,j" I I 1 .. 1.... I I L__ .. ~8 "+ ...Jo tw) ~~ ~tn ~I Controctor', Name E"9lne,u Not yoll~ without the sl9nature and the orl91nal rai.ed ~~ol of 0 F'lorido Re9istered En9ineer. SUBMITT AL. DATE CITY OR 0Z/2O/01 & COUNTY W.....D. FIN..... APPROv..... BID SET AS-BUlL T CITY OF WINTER SPRINGS FLORIDA DATE JAN,2001 DESIGNED BSA CHECKED OMS SC.....E r.se' PROJECT NO. ErrR/-20/ FILE ",..~E BTR/COUDO/ SHEET of OF 25 BoWYER&NGLETON & ASSOCHATES~ KNCORPORATED OFFSITE UTILITY PLAltl 3/22/01 DAIS REV,PER QA, & CfTY OF WINTER SPRINGS 9-12-01 KJK REV, PER DEP &. ..........1... . PLA....'... . eu.vIY.". . ."V..O".."TAL 520 SOUTH MAGNOLIA AVENUE : ORLANDO. FLORIDA 32801 407-843-5120 . FAX 407-649-8664. ENGINEERING BUSINESS -1221 SELF A1RE SEP 2 8 zoot :(S I :cs \) ~ ~ ~ ~ ~ ~ '" ~ l... ~ 1 ~ ~ ~ 8 l> it ~ ~ ~ / o , / / ~ / / / / / / / / / / /~., / ,/ / I / t I II , I , / Existlll(J R/W " 't1'iF06t West Expressway I ~ r~\;, \ ';' I \ \ 95'-24- STEEL CASING PIPE I I \ \ II ...,/ ,., I , \ \ ,',' ~~ __ I I \ '- -- - - _ _ _ _ ,',' - - - - - - ~ -tP_ I I \ -:: E 42' RCP ,./, ~ I "'t c - - - I 'i \ V' x. ,," , \oJ I \ lI::: ./t//,/ LJ ..6\ k ~,' -;.~', /I~,I,? 0" ~ ~. ) ~ E~/stlng Gua~d!<!~1 ":,',, ".., " " " " " " " " " " " "" ~JV ,,/~';I/,/~~~Q. / \ \~ OQ ~,~ , Ex. 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V "" E ~ ":: I' x.lnlet \ -J ", ,I \ ,~ ~ ~ Q..:::' II 716 717 7/8 "~,,,_ _ _ _ ___ ~ u :: 709 f:'o __ _ - - '11- - - - - - - - - - ~]'R_ - - - - - - - - Jt'J:~ ,- - - ~ 7(4 7fl _ _ _ _ _ _ _ _ _ J _ _ _ _ _ _ _ _ _ _ _ _ _ _1_ _ _ _ _ _ _ _ _ _ _ _ _ _l_ _ _ _ _ _ _ _ _ _ _ _ _ J - - -.( T _ _ _ _ _ _ _ _ _ ~' ---=- -=-~;1=- -=- -=---=- -=- -=-_1 :---= = :---= = :-_-= =.t:t = :----= =:::.. - - - - - _.I. - - - - - - - - - - - - - - - - - - - - - - - - - - -->;':~- - - - ''\_7<"\ L - - - - - - - - - - - - -- - - '\ lu ~ij ~:: _----------------------------\,Ilt \ Ex. SIdewalk ,------ ~ ----T--------------1t---- E 42' RCP Ex. 36" RCP" \~ \ ___________=_========""=========""~ U:t :: ~:: L x. r:= :----=:-.:::=\-=-_-=...-- II ~-=== -== -----=---=- --+---- +3=-======-==---------- -----=:::===-=======--crt..J1\ ,,/ II Ie::---;-: ___ __- ~ ,'- --~.... ------------------------------------......... CD ~ --::.:::~~-----------r-~-----n-------~ ~~~~~~f~~~-~~~~~I~:::=~';'~- ";'-.::' "~~~~" + y \ 1455= LF ;'~"DR21 PIC FORCEMAlN& ...... E . -I ',' -," --" - - Ex. Inlet LE S'd ; Ik -----. E------t ".............~~~s?- , x. n e - - _ _ x. I' ewa " . ~ -<1)- , ----....... Ex./trRCP .--.--..__._. Ex. Inlet '\ '-.--.- \ 75'-12' STEEL CASING PIPE-"-',-.. \\ -. DIRECTIONAL BORE UNDER RAMPS AND " .... 35'-12' ST~L CASING PIPE . BRIDGE CROSSINGS TO MINIMUM 6' OUTSIDE" DIRECTIONAL\BORE UNDER RAMPS AND EDGE OF PAVEMENT ON EACH SIDE , BRIDGE CROSS./NGS TO MINIMUM 6' OUTSIDE EDGE OF PAVE~'ENT ON EICH SIDE " \. \. \. \. \. \. " " ~ .. \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ i \ \ \ ..., ExIstIng Pond / / ~ LIMITS OF CONSTRUCTION (ALONG S.R.434.LIMITS OF CONSTRUCTION ARE 10' EACH SIDE , " 150~ se-COND~ )-' ZONe I I I I I I I , , , , , i 750' PRIMARY ZONE (EAGLE .SE03IJ \. I \ 0' \ \\\\1\\\\\-" I \\ \ \ I , \1\1\\\\\\ I \ \ I' \\\\1\\\\\ I \ \ I' \ \ \ \ \ \ \ \1\ I I , \ I'" \\\\\\\\\\ I \ ',/" \1\\\\\\\\, I 146' -24- STEEL CASING PIPE \ \', "~\\\\\\\II I \ \ \, , ' \ ("of) \ \ \ '.\Ah ~DIRECTIONAL BORE UNDER RAMPS AND \ II, \1 C ' I', I, BRIDGE CROSSINGS TO MINIMUM 6' OUTSIDE \ (/ /~~/: ~ ~ J \~l,\\~' ',.... 4"'-24- STEEL CASING PIF,r EDGE OF PAVEMENT ON EICH SIDE ' I \~1I1\ o~ ~ \ '~,'~,'~~,:\ ' .J \ ~ \ \ \ \ -z. ~ ,. -.. " '\"" \ \ \ \ ~ ..L , '\,' ,\ , , , , \ , , 1 I \ \ \ \ ~ IJ\ ;z.. \ \ ,\ \ \ \ '" , ,\"')),,\ 1 \ 'V_ ~ ~ \ ~ \ \ " , ~, \ \ " '"'" \ \ \ 1 ~/~ IJ\ \ \. \ \ \' ,,' A " \ \ \\ \ ~ ~ ~ \ \ \ \ , " ' , " . \ - - - ------'!.-!.-- ~,' - ~ \ ,'I \ I \ I - \ \ ,... ", , . ~ - -.- ":-"'TI~<""~"\"'" - - 1660 LF 12' FVC WATERMAlN '... \~)\ , \ ~ \ \" ", , \ I \ ".~~~-!:~~-_..~, '\'111",11\ --- 1 \,\1, 1\\ ~ \ """...'...'~ ~~ I \ I \ I , \ \' , ..., \ I' I \ I I'll \ I, _ .' _ _ \ \ 1 , \ I \\ " " " ....~_ ... , ' , , 111\ ,,'I ',,,, .... 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"S. _ _ ----- ---' ...----- ~ -'":..""'- -~~ --- I --- -,...... -- -=-.-..=. -=- - - - - - - -'- ~8- - - - - - - - ------ -------------------------- --- - .300 LF 6- PVC FORCEMAJ EAGLE .SE031 12' PVC WATERMAlN BEGIN 6- FVC C900 DR21 FORCEMAlN & 12' TEE. 12' GV & PLUG &. o , I / pO / HI 722 72~ --------- J I _1____ ________ ------------------------ ------------ ",.,.,-----..... ....... " /' " / " / \ \ I /2'WM. \ [ \ &;..C2., ,- 6' FM I \ ~ I \ / , / \. / " / " /' - ....... --- ---------- 0,_-----\.-_-- + + .. ....,. . .. -~ . . o ........-- - 1- -. - - - - - - - ~;~~;~ - :;~ j East West Expressway + ExIstIng RetaInIng Wall &260'-12' STEEL CASING PIPE . . \ . . \ . . \ . . ExIsting R/W East West ExpreSSWayJ'/"\ . . . CONTRACTOR "AS-BUL TS" I h.,..by .tat. that th... "Aa-Bullt." w.r. 'urnl.tIed to me by the contractarll.t.cI below. I, or an .mploy.. under M'y dlr.ct .up.rvl.lon hOve revi.w.d th... "Aa-Built." and ber..v. the", to be In compliance with "'y knowl.ctt. 0' what wa. octuoly conltruct.d. Thll Itot.ment II bOI.d upon lite oblervotlonl of the conltructlon. ~NOTES: I. AN 18" MINIMUM WATER,STORM AND SANITARY LINES MAlNT AlNED DURING CONSTRUCTION. 2.USE PLAT FOR ALL CONSTRUCTION VERTICAL SEPARATION BETWEEN SHALL BE Contractor'. Name En9ine.,. Not vOIleS without the .i9natur. ond the ari9inal rai..d ..alaf a Florida Re9iatered E"9in..r. LAYOUT. ..VIIIO N I SUBMIT T AI.. DATE ~ DATE BY DESCRIPTION DATE BY DESCRIPTION DATE BY DESCRIPTION CITY OR 02/20/01 & COUNTY ~/U/OI OIlS REV. PER OA . CffY OF WINTER SPRINGS W....D. IIVI~/OO Q 6/29/01 OIlS REV.PER CffY OF WINTER SPRINGS F'INAL ~ REV. PER DEP Ii::i APPIiov AL ~12-<JI KJK Ml SET AS-1lUl. T BoWYER-SlNGLETON & ASSOCIATES, INCORPORATED ............ · 'LA..... . IU."..... . ..",.O.....tAL 520 SOUTH MAGNOLIA AVENUE : ORLANDO, FLORIDA 32801 407-843-5120 . FAX 407-649-8664 ENGINEERING BUSINES~ .1221 CITY OF WINTER SPRINGS FLORIDA DATE JAN,2001 DESIGNED BSA CHECKED [)f,fS SCALE ".50' PROJECT NO. BTRI-201 F'LE NAIllt BTRICOU.D02 $HEEl 50F25 OFFSITE UTILITY PLAN SELF A1RE SEP 2 8 fOot . i 1 ~ ~ It) ~ 8 it ~ ~ ...; NOTE:U5E PLAT FOR ALL CONSTRUCT/ON LAYOUT. ClIOETE koac I,\lCll Nt) iBtH"fr n9D.E- .R m. F::::J '~, & NOTES: I. AN 18" MINIMUM VERTICAL SEPARATION BETWEEN WATER.STORM AND SANITARY LINES SHALL BE MAlNT A1NED DURING CONSTRUCTION. J. lHIl ClIISTll.CTIGIl IS WITIIN FOOT JlJUSllCTKIt, mTIIJIIIIL RElIUIRElEIlTS If TII UTLm llaDIIIMTIGIlllU SIW.L IE lIT. t CASIIi waRS, M SPECIFED II SECT'" 33.4.4. If TII ..... !MY IE RElUIE BY TII CIUlTY . !MY IE USTIMED II LEU If llllIIl SICIDS Nt) IIMDIIG STlW, 1 UIIlGOl SICIDS 5HM.l. IE REUEI F. m lKATEIl THMl 24' DWt:TER. 4, IHRE I'MCTICAI.. CMIG SIW.L EXTBII ... IEYlIIl EIlII: If I'MEIOT MIl SIW.L lIlT IE LESS THMlI' IEYlIIl EDE If I'MEIOT II ,. CME. TII CIUlTY !MY IIIIlR LIIID CMIG F. IIEJIUI ..50 BORING AND JACKING DETAIL ... PJ.EQUATION C/L CONST. SR. 434 ST A. 696.65J6- C/L CON ST. VIST AWILLA DR. ST A. 29.77.20 REMOVE EXISTING PLUG, CONNECT 12' WATERMAlN 1-I2'xl2' TEE,3-12' GV'S, 1-12' B.o.V.&:. ExIst. 'P-2' Inlet Inlet EI.S1.+f FL 33.60 (Rf) ExIst. Mod. 'C' Inlet Inlet EI.37D FL 34.41 (Rf) Ex. 5' SIdewalk ~EJt.ltr RCP ~( ---Exlst.P-llnlet Inl. EI.38.22 FL 34.40 (Bt) FL 34.40 (Rf) - - -~ ,,_.. _ .. _. . _ ... _-a -; - .. _. . _ . . _ ...___ r.-";. . _. . _ . . ___.. ..,;";' . _ . . _. . . . __ . . _. . _ . . - . . - .. - . . =--~ =----= =-.---= =-.---= =-.-=-= =----= =----= =-_: ......-:-- - - - - - ~ =---= =- - - - - - - - - - ~....:-:::: - - - - - - - - - - - - - - - - - -- 1098 LF 12' DIP WATERMAlN \ , ... " 0....... ........ .... .... (5 ..... .... ..... ~.,/ ,,#' - - - t, __:::.:.'-~-- --=------~ ---- ~ Q) '" 3 ~ ~ a ~ ~ ~ ~ ~ ~ ;' _. _ _ _ _ _ _ ~ .!!~!!~ .F!tJI. - $.~.- ~J~ - - - - - - - - - - - -_ ;..:.....(-~.~..:. :-~....,... -.. -.. -.. -.. -.. -::-~ .!-....l,;'... _.. _.. _.. _.. _.. _.. .....-- ,-..'" \ .' ~ -=----= -=-- ---- --- ..-: - - -~::-.:-= ~ - - - - - - - - - - - - - ------------- ------- ------------- -------------- -------- =--...., - - - - - -=- :-- J}.. ___ ---=-- - - - - - - - - - - - - =-- - -=-- -::-.- - - ~ -=- -- = _ _ -: =-- --= .w:--= ==-= --;-= = = = = = = = = = = = = - = - - - - 11'- - - - - - - - - - - :: I - - - - - edr;e or povM1ci7Tr - II ~- - - _ ' ~,.', :: :: Ex. 18" RCP : II - - - - - - I ~;", II _ _ _ -1J. _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ ~ _ _ _ _ _ _ _ _ _ _-... II - - - - - - - - - - - _ _ -39- - - . I r - - - - - - - - - - - - - II 1-----' _________I!.-_________ --~----_:.t-":-':'--::a--' :1 I ."8 ',~". 704 :705 70s l II -_--= :::--...,. _ 7I!!ftE - - - - - _ _ :p- ~o;,- - - - - - ~- \... .~ II _ _ _ _ _lDI_ _ _ 1'''''' ".., I __ - J:-- - 6r ~J~ .- - -- - - ') vr - - - - 'J'L /- - - - ft'l - - - - - - - - _J - - - - - - - - - T - - :: - I L ~ : _' _ " , -=.: =-----=---=. -=-=--: =----.-:::.-..:::.: - - *' - - - - - - - - - - - - -_ - -.; '7 - - - - - - - - - -,-. - - ',-I - - - ~:I:"~- - - - - - - - - - - - - - - - - - - :1:1 r - - - - - - - - - ~\ -- - - - - - - - b ~ b ~*-l-N S+ -Rt/f'lf ItJN - - - - -- - - __ ~,.' ,~' \\ . - - - -' / = = = =::: - - -'3s:-- -::- -=-- -=- -=-- -=- -=-=- -=-~ -=- _-=- --=- _-=- --=- _-=- -=- _--= =-_ _ _ ,'l _ ~ = = = = = = = = = ~= ~= ~ ~ =C _ _ ~ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ ~ \~I : '-- - - - - - -. I ...~--,- - - - - - - :LI ...... ,.1 - - - - - - - - -- - - - - - - - - - - - ~ - - - II II ~ I - - - - - - -II - - - - - - - - - - - - - - - -' ="'i:. F' J='<1J. 1~~>r==::;==J1 ,~I 1 ~'--L-____, 1 1 I~,r--;-!::::J= ,\ III --~ _______O~_-_:z.-~ ~-'.. '"_~~!~.3~~!~>__~~",,, ~ i /_J .E:~~~~_ ~~~:~_,c~=~~:!""f_Rf~--____ (j) = = ~__J':m:: _ -__~_o~~o_o-----------__~_~~~~_'!::~_ = == _:: _ _ '\', Ex.lB" RCPb I ------~----r,---~---- --------------~~<_-.....-....--...c....."..=~~-,---.-"r---...,.. __&..:'_________ _~ =--__ ~_~..__~~ ~ - ";--:- -L-.. .:: .:: ~'-'= =-..,.- - - - - -::-,_-= _-= _~~ -:?' -=-_ ~_ -:-:. ~_______\,..~-.:".......--I _ _ _ _ _ _ _ _ _ _ _ ~::.: -_ -:::_-: _ _ _ _ _7_ _ _ _ _ _ _ - - - ~ ~ ~ ~ =_=_-=_---~---------- :~ ~ ~ ~ ~ ~ ~ ~ ~ ~__-=-_ ::~::::_ _=_ _-_ _ _ _ _ _ _ _ _-_-_-_-_=--_- =-=-=--=--_-_ _-~_-_ _ _ _ __ _ _ _ _ _ _ _ _ __ \\ t- ,,' I - -.... -f!!--8E-----~...J:.----~.----f).....~------i~------ -'-'-'"11- ---------.------------- t...: ;.;:;c.. ~-e = :::'':;;,.W:C~~t-~~t-Tm' -'/~'J.::;'" ,--,,------------- -~::J~ n~~~ I Ex.'P-I'Inlet "I -'.h,__'1r.~';:>-"'-;-;'-;'- -----.;;.-------------~--~..--..-..-.. .. --.. ~ ..-..- - \. .:~/ ~ -1fT ';'P!_-,.,..... ''41 \ /Itlli 1.r'''--1nIeH!te-38S1----------- , x.Storm Inlet '- // - - - -' - - - -r ~....-....- - - - - - - - - - - - - - - n I II .... II '.I, .,. .. FL 31.00 (Bt) Ex. P-Ilnlet C) I I I II 1/ tJ j":" r 1!.====rc=31SO=rND====================-:[" Ex.S'Sldewalk Inlet EI.37.76 1 ,/ 'I' 8S- TEE,S- PLUG--- (IIi!;! 11;1 i / ,-,{ 1525 LF S- C900 DR21 PVC FORCEMAlN~ FL 33.00 (Bt) 1:: '-, I I · I ~I' ;; /Ill) I I ,\1 d · tr - - ~ 1 ,',' FL 3300 (Ah) ._ ------c~Nf; ACTOR TO BORE & JACK OR i I II \ ill~':: ,/1 Li,i r- -; I I~I a .- ___ DIR$,~ TIONAL DRILL FORCEMAlN : '41 \ III I ./ /I t' ':"~ ~ ,~' CONTlRACTOR TO BORE & JACK OR Q I ii ,'i DIRECTIONAL DRILL FORCE MAIN ~ ! i : ii f!: i!j L! ~ \ ii iH~ ~(:~,[(~~~~'Ji~2.~~~~2.~?~,:~~ " 6O'-1Z' STEEL CASING PIPE ~t ij;g (~ I I ' I . . 'I II g II' I ~ ~ II : I' :: I -, II!:! Commercio/Outporce/_iJIII~ lI~i~1 ~lItl~i Ii -,.L~-T-l~_-=I--[_-1== -----:1, I I I II · I II II' I ti II d ~~ II :-11: . - .f.yj -- , . - ../YJ. _ J - :~ r , /. 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" ,.~:::.-...~~...,a }-"..,. . ,~/ I \, / . ~'. ,,~ "" / I \~' I ,',;'",,~'/'/ ,/ .,',,:t. \ " .'... " . //, "'"' ,..... t() I ,\ ,.. .;.. .' , / /., / < "1 (\.1 a I \ ,\ \ ,.'.".....~" ",,'/.' E: 't O:~ I ~ ~ _ " /.: ..1 " // ~ ." ... I<) C\J l\J .... '\ \ ,\ , ' I..,.. /;" " ,/ / . ~ l;l. . -; \\ \ \ ,,\ n " ,,/' / ~~~ \/) ~ ~ .$ , \ \' \ ' " _ ~ _/-1 / . ~' "p' \ , I .' ~::-"". ,,/ /')~ \ \ \\ /. ;"r .' ~ :?;. J .' , " . ~ \ /..11I. /I' ,. .' ., ".', ~ " \ \ ,\ ~ ',~:I';' , .' ~ .:::../-;'" " l ," /1- ;...." , /, \ \ \ \ . /.' ..' ../ . .\.y V /' ,,- , ~' ",,;""... .... .,: ..' ' \ \ ..::., / \ \ \ \ I I '''~:''';,~ ....:... . ~ ..;:,',/ .f i\. ..,. .' \- \- ~ \ ,""~ ...... . "0 .;:.... \'\- :... :- .:.,;.:"!;,I't' ...:..' . /\ . ..:.... /.., I /..' ... \, ..",' . . s '-;"., ~.~~..' -::'1' . . "0 .:~;..". . .......-./ ~ ~ .:' ;.~ _, -':, ;{ i .' . /~ \ .:::- ,:,:.,. .' ... . ,....... ,. ,..,. .' .' I '" ,,'.-' ...'" , ;i,' ,,.. ." .... .' ~"'., ....,..,--...... "",- .......f",. ......:.. .;,,, . ,,,' _ _ '. .:~., ,,'# ...... fill'" _ ,..... ..' .. ...._ _ _ .,,"~ .... ~;." i"l(l a/' .;:. .;,., ...... --- ..:.';// / -- ~~ / .~~ - - - - ." ~ : ~ .:~:. '::' ..::.~ -:,:.:~... - V)~.!:: "./ F:::::J Kash n/Karry CONTRACTOR TO BORE & JACK OR DIRECTIONAL DRILL FORCEMAlN & 62'-12' STEEL CASING PIPE- -CDfLTRACTOPHI-P tJR'-grVERIFY EXISTING &. ~ ~M~~ONDifION &;; USED IF FOUND Eagles Watch & CONNECT PROPOSED 6- PVC FORCEMAlN TO EXISTING FM USING WYE FITTING AND PLUG VALVE ...... NOTE: ~ I. DURING CONSTRUCTION, A IO~ MINIMUM SHALL BE MAINTAINED BETWEEN AND THE PROPOSED FORCEMAIN. CONTRACTOR "A$-BUL TS" I hereby atat. that thea. "Aa-Builta" wer. 'urniahed to me by the contractor liated below. I, or an employee under my direct aupervialon hove reviewed theae "Aa-Builta" and believe them to be in compliance with my knowledge of what waa actually conatructed. Thia atatement Ie baaed upon alt. obaervatlona of the conatructlon. HORIZONT AL SEPARATION THE EXISTING WATERMAIN Contractor'a Nome E"9in..r Not valid without the ai9natur. and the ori9inal roiaeel a.ol of 0 Florida Re9lat.,ed E"tiMer. BY aBVIIIO N I DESCRIPTION CITY OR COUNTY .....0. FINAL APPROVAL M) SET SUBMITT AL DATE CITY OF WINTER SPRINGS FLORIDA DATE JAN. 2001 DESIGNED BSA CHECKED DIIS SCALE "-50' PROJECT NO. BTRI-201 FLE NM.tE BTRICOUp04 SHEET TOF25 BoWYER-SllNGLETON & ASSOCIATES, KNCORPOR~TED ...,....... . PLA...". . IU.".',.. . ..V........tAL 520 SOUTH MAGNOLIA AVENUE : ORI,.ANDO. FLORIDA 32801 407-843-5120 . FAX 407-649-8664 ENGINEERING BUSINESS .1221 OFFSITE UTILITY PLAN SELF A1RE DATE BY DESCRIPTION 3/22/01 OMS REV.PER QA &0 CITY OF WINTER SPRINGS 02/20/01 6/29/01 DIIS REV.PER CITY OF WINTER SPRINGS AS-"" T ~Fp 2 n "",0 1 u_ u "" I , I , , .... 1'(\ \ \ \ \ I' I \\ \ , \ , , I \, \ \ , " : I'Ll \',', '~$~E",,9FFSITE I ~"" ''-'' I I I' ~~ ' ' , , " ' , " , I I "", I' \\' , I I \ " ' " .c'" ~ I I -;: , , .... "", I ".... 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SIMILAR It EQUAL TO THAT SUPPUED Br FIFEPIPE CO, OF TAMPA FLA " , , " , , , , , \ \ \ \ , \ I , , , , , , , , , , , , , , , , , , , , , , , , , \ 1"10143 , , , , , '\ NOTES, CONTRN:rOR IS RESPONSIBLE FOR MAINTENANCE AS FOL.l...ONS, I.SILT FENCES SHALL BE INSPECTED IMMEDIATELY AFTER EN:H RAINFALL AND AT LEAST DAILY DURING PftOLDNGED RAINFALL. ANY REQUIRED REPAIRS SHALL BE MADE IMf6.EDlATELY. 2.sHOULD THE FABRIC DECOMPOSE OR BECOME INEFFECTNE PRIOR TO THE END OF' ffS USE.ff SHALL BE REPUCED PROMPrLY, 3.sEDlMENT DEPOSffS SHALL BE REIKNED AFTER EN:H STORM EVENT, 4.ANY SEDIMENT DEPOSffS LEFT IN PUCE AFTER THE SILT FENCE IS NO LONGER REQUIRED SHALL BE DRESSED TO CONFORM WffH THE FINISHED GRADE. PREPARED AND SEEDED. , , \ , ... ... \ \ \ , \ '\ , , , , , , , , , \ , \ \ , , , ,\, , \ II 'N ,,-~ t , I , I , I ~ ' , \ \ , , , , .... \ , , \ , , , , , , , , , , , , , , , , , , , , , \ , , , , , , .... TEMP. SILT FENCE \ N,T.s. I , I \ . 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A J.OT GRADING TYPE MOl6A- Eiifr.\ ~U/f' ~If ./ ___rr~" MGIW f--- ~ t I ~1_7In I ~ ~t'JIF31'&. "\ ---... & @}{JD t -1- _I -/~ - "I -'- ,- ~.l /'-' 1 '- Il-It I ~' ,'- - . 1- ' ,_ -J- fl ~ I ~.... f-,_ \ . I fIVW UII6 ~ .-..-..... LtJr GRADE S NATURAL GRADE CONTRACTOR "AS-BUlL T5" I h.r.by .tat. that th... "Ai-Built." w.r. furnllh.d to m. by the contractor Illt.d b.low. I, or on .mploy.. und.r m.l dlr.ct .up.rvl.lon hove r.vi.w.d th... "Ai-Built." and b.n.v. them to be in compreonc. with my knowl.d9. of what WOI actually con.truct.d. Thll Itot.rnent II baled upon .It. ob..rvotionl of the con.tructlon. I TYPICAL LOT LAYOUT 15' DRAlNNlE ESIIT.l 20' UNDSCAPE/BuFFER TRKr ~~ ~ :::s ~ NATURAL NATURAL WT ::J (G~ADE .u_ _u_~~':.A!~'!--r.'!~~------G!!~. _ -fII::'-------------2i1------ ----_--- i[ f2' MOX.& ~ .3' ~ TYPICAL BYPASS SWALE 0 - D& ~ ... j '5 ~ :(S ~ ~ ~ ~ ~ ~ ,., ~ I... ~ t g ~ I I I I I ' - -:::' :7{ ~ .' \ --' -, , I ~ ~ a: ~ ~ .; ii) ~ It) ~ c "- 0\ ~ \0 DATE BY I I I I 1 1 , 1 I l.h ~ 1 , I , , , I 't ~ ~ ct . V) " \ I ... - ~ ! r ~" ---- ----- ~ 3'~ OFF SITE FLOW BYPASS SWALE LDT I rrc B LbT QR rrl"e C ~ Contractor'. Nome En9In.... Not valid without the .i9notur. and the orl9inol rol..d .eaI of 0 Florida R.91.t.r.d En9In..r. I , , I , ~ IS'DRAlNNlE ESIIT. Cl &l.I /0' LANDSCAPE/BUFFER ~ TRN:r INCWOING .... SEMINOLE co.UNPAlED _'f'l:--nu- n~-----(;;~T:'f~ 1-2'~ TYPICAL BYPASS SWALE E-E & SECTION 25'W~TLAND BUFFER~ . 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SWALE A -A':,SWALE 8 -8 r~ BYPASS SWALE 11 ~ ~ I . . , -S.J.R.WM.D.FLAGGED "1J ~ ~ ~ ~ WETLAND UNE ~ I IS'DRAlNN;E ESMT. 15' DRAlNNJE ESMT. :s 10' LANDSCAPE/ Q.. IS'DRAlNN;E ESI/T. :::i 10' LANDSCAPE/ Q.. ~ 81. 5" -l I. 7' -l& TYPICAL BYPASS SWALE D - D& TYPICAL BYPASS SWALE A - A& TYPICAL BYPASS SWALE B - B & , ~ "'/(9 , I Q: ~ lI... lI... ~ ...J ~ - '- ~ , t 2 - ~ Q.. ~ Q:: ~ ~ ~ 't I') 10) -;. !2 o ~ '\ 10 DATE DESCRIPTION DATE a.VIIIO N I DESCRIPTION CITY OR COUNTY W....D. F',..tt. ~YAL BID SET SUBMITT AI.. DATE 02/20/01 12/13/00 CITY OF WINTER SPRINGS BoWYER.-SINGLETON &< ASSOCIATES, iNCORPORATED BY ZMS DESCRIPTION REV. PER CITY OF WINTER SPRINGS & QA & REV. PER CITY OF WINTER SPRINGS &. REV. PER CITY OF WINTER SPRINGS &. DATE 3/22/01 5/14/01 BY "i. ~ . I f\\ ~ rll.IJ jJ~ /" BY , -- - q) IIf CONSTFifJrT/ON " I,;r' "II Ilfl "ll I. "II II "II ",l I J'II I "I/,. I,l' " I' II , , ...... " -3J , .'> .~ ,~ , , , , , , " , , , , 'w '\ , '\ & h ~&'-::r ~" "1 ~ II 100 YR. FLOOD ELEV. 9.8 &. ~,., A t - ..-..- . - ..-..- f MOD. tAt f B c f f t · - ..-..r .. Nw ,.J t ~.. MIEt 'f~ ___rrN , ...... \.~~ ....--....D 'UXJIf II. - ..-..- . ~ ~~_. - TYPICAL LOT LAYOlJT .. LEGEND IZJICIW1f'I()II $J'tJIfII 5DI~" srSf'~1I COIIrQJIt IJ/ItAJIII<< Sf'1II.JCf'UIfE SMlfrAW Sf'IfUCf'UIfE POI' ~I.EVATI()II lilt' M1fMO ,.". " lilt' ~ lilt' _" ,..", ,UJIJII ~Ib. /JltlWl1I<< IJI/IItZ /JItIWI.. IIIf6A ~- " ...~ ,.. - 1_( '-, - tjf) 1-'1 'l --...- U1I' _a ~ .,.,,,. ,A t-,- -,- -I- l:~fI 1- '1 'l - U1I' --~ rrM II 6XI$f'1/IfJ ~D =~-=- ~ .---"'--," ".. DIr.\ M ~ ... - ~ A , I"~ I (8~ ..... fJ-, r... -0-( l:l -, I t;.fl 1-'1 'l - U1I' - -"WIllI WM MfWl,A - -.,. j- .t ~J~~ I ftllj U1I' - -- WM ~ CONTRACTOR "A$-BUL T5" I hereby .tate that the.e "Aa-Built." were furnl.hed to me by the contractor Ii.ted below. I, or on employee under my direct aupervl.ion hove reviewed the.e .'Aa-Bullt." and believe them to be In compliance with my knowledve of what wa. actuaRy can.tructed. Thi. .tatement I. ba.ed upon alte ob.ervatlon. of the con.truction. Contractor'. Nome Envineer Not yalld without the .19nature and the orl9lnal rai.ed .ealof 0 Florida Revi.tered En9neer. FLORIDA ..........1.. . 'LA."... . eUIV.'I". . ...V..O......'AL 520 SOUTH MAGNOLIA AVENUE : ORLANDO, fLORIDA 32801 407-843-5120 . fAX 407-649-8664 ENGINEERING BUSINESS .1221 LOT & BLOCK GRADING PLAN SELF A1RE ZUB 6/15/01 ZMS AS-BUlL T DATE JAN. 2001 DESIGNED BSA CHECKED OIrlS SCALE PROJECT NO. r-SO' l1T'RI-201 F'LE N~ l1T'RICGPD02 SHEET 10 OF 2S 3fP 2 r) r'iu....l o __" - - - - , , , , , A B c - - -- ----- - .... - -, \ , , \ \ \ 1'1 I" ,', ,,, I ',I '/I + "I ~)" /1 I , /,1, , , , , , , , , , ~ ~ ~ ~ ~ ~ ~ ~ ~ o ~ ;" ..-.. ..-.. ;,; ';;J . . , , , , , , ... ... ... ... ... ... ... .. ... ... .. .. ... ... ... ... ... ... .. ... .. -.... .. , " LDr tMMJlIIG TY~ A tDr MNJIIItl TYI'E MXlA , , . MOD. tAt & , , " ".,. .... , " " ~~~ .--- ._~- .--- --. .---- - - -- -.. -- - _...- -- ------ -----.- --..._--- "~, , " " " -f \ \ \ \ \ \ \ \ \ , \ -0 '<;.. ..-.. _ 'r"..J1I. _ . 'C-QNSERVATION AREA (AREA TO REMAlN-'NAfURAL AND UNDISTURBED) , TYPICAL u:n LNOlIT .. " / , '- - - - - ... - - - - _ __6 - - - --- --- --- I / "\ \ \ \ ,5 , , , , , , , .. ,~ ..:\ .. , , , LIMrls.... OF , --- - - - - - - - -/- ; \ , \ - - - ! " , , , , , , , , " LEGEND .. .. ... ... ... " , " <<$CIt/fWrlOll Sf'tJIW $D1~" srSf'EII COII1YUt DIUIIII<< Sf'fIIJCf'UfIIE SAlltrAW Sf'~ $IItIf' EUVATIOII UJf' fiIIWMI(J rr~ ~ UJf' MIIlJIIItI UJI' MJIIIKIt ,.-SIt 'tIJtJIf EUV. tJIUIIIl<< DNI/JE lJItMIII<< MEA /JIIIIECf'1OII ~ SU,.1C6 'UJII ~XISTIIIfJ = ~-=-. '~D ,-- '- , i " , , , " ~ " ..- .-" -', .----.._-~. S.J.R.WN.D.FLAGG6Q WETLAND LINE , , , CONSTRUCTION LINE , , " D3 54 ..... ........ ..... ..... ~Iii.IP-RAP ..... ..... .......... ..... ..... ..... SLOPE PROT ECT 10118 - - - - - - - _ _ _ _ _ _ - - - - - - --- --- - - - .. , , , .. .. , \~ , .. " ... 'liif.\ ... _. ~ A B I"'~ j~ -, - - - - -- -.. - - - --- .....WETLAND ..... ..... ..... ..... ) I 'r~5' WETLAND BUFFER & I ", I I , I ..... 'I..... 10' ~~Ess',rfl!CT & ...... _ _ -J - - _9 , l - '-/rA7':"~ -:' r-100 YR:PL-oQp.. _ ELEV.9.8&, " .. k/ --- ......l - - - J=72..5..' WETLAND BUF'FE ,'~~"';~;o~~;;';i:;~~: IMPIeT & o o , , , '.. .. .. ... ... " " ~ -- , , ........ .. .. .. ... .. ... ... .... , " " " " " , " " " " .' , ... , , , , .. , ... , .. , , ... ... , ... .. .. ... .. .. ... ... ... .. ... ... .. ... ... ..... " " , , -- I , , 1. \ ".... IT /' /J< I , , , " " " " '.... -cr , '" s " " , " ... , , , I \ \ \ \ , \ \ \ \ \ \ \ \ \ \ , " - - ~.. , , -... , , , , , , , ....... .. .. -.. .... .... -- - -- " ....... , .. .. , ... ,....... .............. " ... ... , ... -<--- ..... , , , , , , , , ... .. ... ..~ ~ , , ... 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' " ______103-- - ~ fiG' '.. -,.0- -.. - - - - - - - - - - - '\ / \ ,,__ ---.0 '- / _ _ _ . ___ . _ _ -B.3JC _ _ T _ _ _~_ _ . ~ . _ _ _ _ _, - . - - ~ - - - - . - - - - - - ~~~ :t"! - - - - - - . - . - - -..... - - - - . -6.5JC- - - - - - - - - - - - - - - ~.,..-... -5.01# .-1--1'. - - 7..... ..... ~.. I " _ _ _ _ ~ _ _ _ _ _ _ __ __ - :::::::::::::::::::::::::::::::::::::::::::::: ~= = = =.= .:1.------------------ - - - - - -" I \ \ , .. " - , , ..... ... '"\ T ---- -- -' -i ....... -'-- ,', '-- _ \~ _~.-~.q---.--.---~~------~-------~---------4- --, -------.. ----~---~:.-=-..:-- ..----_._-------~-- ...--- . ---:-:-:---:..-:.-:---~~:,' ------._-~ --- -if--====~--------- - -r - - - -- -- - - - - · , , T_ ------------, - ...... ... ", -",- :~\~- - - l"j.i.:-- ~- - --- - ~ --- ------ - - - - - N"G"D- -- 9:~(<9 NO::::: -=- j~:= := ~--~ - - -- --~ - - - ,.~ \.. .....- ....=. =- -=c:-L - -:.aT - ------:---.:-~ /5' DRAlNA(/i5~ft~;E;;;~;ii---- EXISTING NG " " C SEM/NOLE 1/.0 NG 10.5 NG , .. .. ,~:==__===-::::::::-4:::=.=::::=::==::======= ....--to-------- -/ ' --- ".> \ , .... - - -- i,;> 15' DRAlNNJE ESIIT. 10' LANDSCAPE/ SUFFER TRN:T _ _ ~ -, 14 \ - - JIG - - = = ::. ::. ::. : :: 1IG t.~ - ... ~ \..... - '(lG \ ~~-::.-~-::.-~~-::.-~-=--.==.:;_~~~:a."ir~~ '~I_I ',,- ".... 10' LANDS'cAPE7~J:pFER;.."TRAC~. ;OND ~'l CD (') Q) (') , \ &20' DRAlNNJE ESIIT. ~ 10' LANDSCAP..~/ Cl SUFFER TRN:T CONTRACTOR "A$-8lJL TS" I h."eby .tot. that the.. "M-Built." ..r. furnl.h.d to me by the contractor I.teel b.lo.. I. or on .mploy.. Undet my direct eupervl.1on hove revl..ed the.e "M-Bullt." oncI beleve them to be In co~lonce .Ith my knowled9. of what W08 octuoly COfWtructed. i Thi. .totement 58 bOHd upon .ite ..."votion. of the con.tructlon. I - .... 3l , ~ 8 - - ~;~ :..; B COUNTY UNPAVED TRAIL If) ~ ~ Q: ~ ~ .::, ~A~ /.J1T" ( _ __ _ ~~':.II!~1?_ !.".~L _ m _ __ _N..ATURAL GRNJE - u-------2i/------ ---~ f2'MOX.6 --......, ~ 7' ~& TYPICAL BYPASS SWALE B - B & LOr .... (~N"r ------~--_..~ ------- --- ~ IO'~& TYPICAL BYPASS UNPAlED TRAIL NATURAL GRADE _.------t~-MOX:~----,.-'~:..-.., lL Contractor'. Nome Eft9lne.r Not valid without the .f9noture oncI the orlQlnol roi.eeI .eo! of 0 f'1or1da Ret58terecl Enc;neer. SWALE C -C & NOTE:U5E PLAT FOR ALL CONSTRUCTION LAYOUT. @ .q: l() ~ ~ \0 BY BY a.VISIONS DESCRIPTION SUBUITT AL DATE BoWYER-SlNGLETON & ASSOCiATES7 ENCORPORATED ...........11. . 'LAII...... . eu...,... . ..V..O.....'AL 520 SOUTH MAGNOLIA AVENUE : ORLANDO, FLORIDA 32801 407-843-5120 . FAX 407-649-8664. ENGINEERING BUSINESS -1221 CITY OF WINTER SPRINGS FLORIDA DATE JNi,2001 DATE DESCRIPTION DATE DATE BY DESCRIPTION CITY OR COUNTY w....D. r"AL N'PROV AL BID SET 02/20/0/ DESIGNED CHECKED BSA OIJS 3/22/0/ OIlS REV.PER OA Ir ctrY OF WINTER SPRINGS 12/13/00 LOT & BLOCK GRADING PLAN SELF A1RE SCALE r-5O' 5/1.,/0/ 2MB REV,PER ctrY OF WINTER SPRINGS PROJECT NO. BTRI-201 6/15/0/ 2MB REV,PER CtrY OF WINTER SPRINGS FLE NAME BTRICGP .003 2MB REV,PEIt ctrY OF WINTER SPRINGS SHEET /I OF 2S 6/29/01 AS-BlIl T SEP 2 6 ~~OfJ "t tv") "'t . ct . V) 25 ~ ~ ~ 20 i ~ ~ I ~ ",.. /5 - "- ~ , t g - ~ It & it I ..:; 8- \0 ,.., a - <5 " ~ ~ DATE 8' GV.Z BDY. S2 ST 4 IS-30DO.C/L STo. SNi.M.H. II (j) CUR-/E DATA ~ · 4r27'08" R · 175.00 ' L · 144.93 ' T. 76.91 ' C · 140.83 ' P. C. ST A. 20.34.73 P. T.STA. 21-79D6 STo.FH W/GV ASSY- A,,5B' - tr PVC . /.sox PJ.EOUAT/ON ST 4 /S'81.94-STREET 'A'. ST4/3-4575-STREET '8' SEE SHEET /7 B' GV.B' JtB' TEE 57'-1/' I'VC WATERMAJN ~o.FH W/GV ASSY- 5' SIDEWALK & ILlTY EASEMENT (TYP. / CD.INV.21.75 7 3MJ'...... I'Ve UNDE 9 38",......PVC UNDERDRAlN 03 ST 4/5'22.93./7.5' I,.T TYPE P-2 INLET ~ 55 ST 421'0.50.7' LT. D.SAN.M.H. &4'-18' . O.2lX ~'.... tr FiVC . 0.63X& 321'...e FVC UM FtDRAlN /9 Z14'.... "FiVC . 1.3/X 3 4 5 6 --- - . 24 6 14 omx 11 IJl9X ...... ...... . .--.- 85 84 83 8/ 80 79 2/ - . C.o,INVERT 10ES&, 74 560'-..e FiVC FORCEMAlN 76 2.60'--6' PVC 75 22 328'-24' RCP . 1.41X D4 ST 4/S-77 JO./7.5' Rr. TYPE J-2 INLET ~ &. D5 ST 419-05.50./7.5' M. &. TYPE P-J INLET S/ ST4/2-56.43.C/L STD.SAN.MH. S4 A ST4IS'87.!H.C/L ~ DROP SAN.MH. 23 .379' - 8' FiVC . O.6JX M PJ.EOUATION ST 4/tXJOJ)()-wST REET 'A'. ST 4 762-6S.49--S.R.4J4 24 STREET ~AIf D/5 ST~SSDO.28' M. TYPE C INLET 73 IIIV.EI.&33 145'--18' RCP . OSOX 2J6'...e FVC UNDER DRAIN AB-IO AB-9 a~~ ~~ ~~ ~~ ~~~ ~~ ~~ ~~ ~ ~ ~ ~ ~ ~ D4 ~ TOP EL.20. J AS-8 ~~ ~~ ~ ~ ~ .. ~ Cl: . .0t6..t --- -. -. -omx "'" , '- ------ PROPOS 0 GRADE - -------- -- -- - - - -- --- --- - --- ESTIMAT 0 SEASON HIGH G NONATER ---- ----. B' PLUG .- -"-.. ------ 55 TOP EL. 8' WAI -1-29)( --..:. .......... -,," -- - -- --- - -- --- -----. --- --.- --- --- --- -. -o.85X ... --- --- --- ------ ----- INY. EL. 8DO INY. EL. S. S & tr F\lC & l . EL. J.96 l . EL. J86 & I I I I I ..VIIIONI SUBMITT AI.. DATE DATE BY DESCRIPTION DATE BY DESCRIPTION CITY OR 9-12-01 KJK REV. PER DEP & 3/22/01 & COl.tlTY 02/20/01 OMS REV.PER QA &- CfTY OF WlfffER SPRINGS W....D. /2/13/00 5/14/01 OMS EUMINATE CLEANOlffS PER CfTY REVIEW & FIN~ & N'PROV~ 6/15/01 OMS REVISE PER CfTY COMMEfffS BI) 5[T 6/29/01 OMS REVISE PER CfTY COMMEfffS A AS-BUlL T I I 2 CITY OF WINTER SPRINGS BoWYER.-SlNGLETON & ASSOCIATES, INCORPORATED BY DESCRIPTION PLAN & PROFILE STREET 'A' SELF A1RE .............. . PLA........ . IUI".Y.". . ..."..O......'AL 520 SOUTH MAGNOLIA AVENUE : ORLANDO. FLORIDA 32801 407-843-5120 . FAX 407-649-8664 ENGINEERING BUSINES~ .1221 KEY MAP 't': a~ ~5 ~lU ---- /0 --- - - - ~ -: =--. 5 o 4 FLORIDA DATE JAN. 2001 DESIGNED BSA CHECKED OMS SC~E HORZ, ".50' VERT.r.s' PROJECT NO. BT Rf-201 FLE NAME BTRICPP.DOI SHEET 12 OF 25 "~p '" - 2 0 """1 ~",' '- ~- \) ( ,,' 281' -- 6 I'VC . O.4OX& XJ ",.... PIC UNDElfliItiIi 28 l ~~~:.. ~~_ ~~ '" / ./ 0/8 ST 424-85030 IIffERED END SECTION INV. EL. 2.88 on - _ ST A 24-85.:JO '"TYPE J-4 INLET INV.EL.~.91 (2~ EJ ~ INV.EL.~.72 (2~WJ INV.EL.~,o2 (36 NW S8'--36 RCP . 1.70X SII ST 425-22.86. C/L STo. SAN.II.H. '- -. 6~'-2~ RCP . O.94X 8' x8' TEE ~...e GV' $ & 20' -- 8' SDR26 I'Ve . O.4OX 512'--8 I'VC WATER liNN 27 . . - . . - .:. - . . --- 0/6 ST A 24-28.40 TYPE J-2 INLET INV.EL.7,o2 (16 SJ INV.EL.4.50 (2~) ST A.KKJODO--STREET 'e' o CURVE DATA .1 · glB' 48" R · 325.00 ' L. 5283' T. 26.47' C.5277' P. C. ST A. 25.6385 P. T. ST A. 26-/6.D8 o CURVE OAT A .1 · 5rI6'5"- R. 75.00' L. 67 J3 ' T. 36.00' C. 64.91 ' P. C. ST A. 27-79.42 P. T. ST A. 28.46.55 AB-7 STREET 'A' D26 ST 428-".72 IIffERED END SECTION INV.EL.5DO o eURVE DATA .1 · 3lr56'22 R · 112.51' L. 76.46' T. 39.77' e. 75.00' p.e. ST A. 10.00.00 P. T. ST A. 10.76.46 32~'--30' RCP . O.29X (SEE GRADING PLAN FOR CONTINUATION) D9 ST A/I-91.4~ A TYPE J-IINLET ~ INV.EL.9.tfO (18' SJ INV.EL.7J4 (I/rWJ INV.EL.7:T4 (2~J INV.EL.6S4 (3O'J 36'...,6 RCP . O.2lX fr2'--2'" RCP . OJ5X KEY M~ F::::J ~tfO' - /r I'VC ., O.tfOX & 4SO'-6" I'VC FORCEMNN 22O'--lfr RCP . O.2lX ~--B' PVC UNDERDR~ 2O'-..G C-900~ \~. /5 ~1 FII :". ..' .. .. ~~J:.._. , .:-"----- - - =-; t ------=~ KEY M~ D6 STAg.91.28,39S'LT. TYPE P-4 INLET &300'-4' PVC WATERMAlN 76 . .-fDS& 54 . l-- . . I \ _-=--~t_.r_. - -.:v,~.25 C.o,INV,/I,70 RJUlR - _/3 - - - - -13 - - - - - - a: \ 'EIINN //0 S3 ST A KXJ8.94,12.7' LT. STD.SAN.M.H. /3 &8'Jt" TEE , . I ~! ~ I 9&& .I' I " I / 250'-8' PIC I I, I' WATER~NN& ,'? DB 20'--8' DIP WM.& ST A./I-91.4J TYPE P-IINLET INV.EL.9.48 INV.EL./IS (6 NJSJ 190'--8 ADS PCV . IDOX (SEE GRADING PLAN FOR CONTINUATION) 77 ... = SEE SI*IEET 15 FOR 4 CROSSlIN(; DET NL - / ~ .-;/ , ; ,-Jf 372'''''' PVC UNDER DRAIN 43 I I .' . t. " I ~,.'1 I SEE SHEET 4 FOR OFFSffE UTIUTIES STREET '8' i~ l\Ia." ~ AS-II ~~ ~~ ~~~ ~~ ~~ ~~ ,ti ~- ~~~ ~~ ~.... ~~ QJ~ Q~ .t, .... ~~ I-a." ~ ~ ~ ~~ < < E IIIATED S ASONAL H TER ~ ~ s Cj Q.: Q.: s s s ~ Q.: ~ ~ ~ ~ .J '5 ~ Q) :(S ~ ~ ~ ~ ~ ~ .,; 0/6 .oSX- - /0 5 o &INV - ~ t g - ~ II & i .:.; 4 5 7 Q DATE ~ oi ":l Q ~ O'l ..VIIIONI DATE BY DESCRIPTION 6/29/01 DUS REVISE PER CITY REVIEW 9-12-01 KJK REV, PER DEP A BY DESCRIPTION ~ ~ SI6 TOP EL.1. EL.I2.94 / 5 DB TOP EL.I D9 TOP EL. JJ ATER STIIIATED SEASONAL lGH GRCJI.J ----- ~ ~ .J /0 ~ ::i S ~ D6 TOP L.12J8 Q: /5 --- - - O'~ ,- - - -,.3 ,. 5 /5 ---- -- --- .. ---.. --- --- o /0 &11-1. . EL. -0.55 ~ INV. -5 5 8 9 SUB~ITT AL DATE DATE BY DESCRIPTION CITY OR & COUNTY 02/20/01 1/21/01 DUS REVISE POND BERU WIDTH.RCP's W....D. 12/13/00 3/22/01 DUS REV.PER OA &- CITY OF WINTER SPRINGS & ,.ltAL. & Af'PRC)v AL. 5/14/01 DUS REVISE PER CITY REVIEW ~ SET 6/15/01 DUS REVISE PER CITY REVIEW AS-BUll T I I I CITY OF WINTER SPRINGS FLORIDA DATE JAN. 2001 DESIGNED BSA CHECKED DUS SCALE HORZ, ".50' PROJECT NO. BTRI-201 rIlE NN.4E BT RICPP.oo2 SHEET 13 OF 25 BoWYER.-6JlNGLETON &; ASSOCIATES, iNCORPORATED ........... · 'LA..... . IU.".'..O . ..V.......,AL 520 SOUTH MAGNOLIA AVENUE : ORLANDO, F'LORIDA 32801 407-843-5120 . F' AX 407-649-8664 ENGINEERING BUSINESS .1221 PLAN & PROFILE STREET 'A' . STREET '8' SELF A1RE ,j)1 O;JI J ~+=p 2 r: t" ."'.' t; i- _.. l) / 1..1! ~ ~ ~ - ~ ~ :(S ~ ~ (!) ~ / ~ ff ~ 5 . I.. ~ 0 t ~ . I ~ .; l{) DATE 'If: l{) l{) ~ ~ "- 1.0 \ \ \ , \ , \ \ , \ , I , \ \ \ , , 88 \ 89 \ 90\ 91, \ , , \ \ 92 , \ , \ , , , , \ , >>'.. F'VC UNtJERDRAlN , , , , , , \ I -..--tI PJ. ATION STAKXJODO-STREET 'C'- ST A25-24.89-STREET 'A' 0/4 ST A 10-21.38 TYPE P-4 INLET J=:Et~ (f/iJ \ ,~ 87 \ ~~ . " " 0/3 ST A/2-28D3 TYPE P-IINLET 208'-2~ RCP OI.4OX 300'-llr RCP . I.soX 1.57Y. \ , .-.. 8- PVC . IDOX , ~ :s;.. STD.FH W/GV ASSY 57 ST A 18-S280.C/L STD.SAN.MH. ~ SEE 012 ST A/5-28D3 TYPE P-2 INLET Ii. IIN.EL.I.u6 "5"1 ~ IIN.EL.IUIII '''1 35' - "5' RCP . 0.32X , , . . 6/ _"" , , , , , 93 \ , \ \ I " , \ \~ \ \ , \ \ \ 97 \ C.o,:'wv./9.50 & \ \ , , , , .._.._.~ 62 186' - . . \ \ \ , \ \ 11 \ , ..-..-,. , , 5O/'...g PVC IJ \ 73 \ - \.J. , \ ._"~;~~<J -:,:-;:" 280' - tr PVC . 170X . . - .... - . . - ----., , :uz...g PVC IJ OERDRAlN " " 67 66 ' " " , , RDRAlN 72 ~ C.o.INV./9J 281' - 8' PVC . I.68X , " 5/0 ST A 12-81.40. C/L STO.SAN.M.H. B'xB' TEE.3-B' (;V's " , " <<J'-B' DIP WATERMAlN AB-7 a ..,~ 8~ ~~ Q~ Q~ ~ ~ ~~ ~::::: ~~ ~ -..-..-.. \ \ \ B' PVC . OS6X , , 69,. 65 , \ , gT5'-B' PVC WATER MAIN DII ST A 15-25.25 TYPE P-2 INLET & IIN.EL.H.!JO , ZT2' - tr PVC . 175X M.o.INV,/9JO ~\.J. 59 ST A 15-6JJ.<<J.C/L STO.SAM.M.H. STA.IS-33.41.C/L STO.SAN.M.H. STREET ~c~ AB-6 ~~ t:i!!! !b~ 'It( ~ ~ 58 TOP EL. ESTI ATED SE !/tAl.. HIGH GROUNONA ER 59 TOP L.I9OO ---- EL.14.68 EX 511 TOP E 0/3 TOP 13.98 -- -- -- - --- ----- ---------- --- . -- ---- -125X ---- -- ---- -- - . .h ~ - -- :=- -- -- . . -- ...--- .- ...---- tr P'C -- -- 8'P-l .- -151X -- .- -.- - . -- --- -- -- -- -- ... --- -- -- -.. I I / R.VIIIO N I DESCRIPTION BY DESCRIPTION OAT!=: BY I I / SUBMITT AL DATE DATE BY DESCRIPTION CITY OR COUNTY 02/20/01 01/22/01 OMS REV.C/L GEOMETRY.STATlONS.ADD VD's W....D. 12/13/00 3/22/01 OMS REV.PER QA &- CfTr OF WINTER SPRINGS & FINAl APPROVAl 6/15/01 OMS REVISE PER CfTY COMMENTS & ~ SET 6/29/01 OMS REVISE PER CfTr COMMENTS AS-8Ul T BoWYER-SllNGLETON <& ASSOCHATES7 INCORPORATED 1..1..111.. . PLA..I.. . IUIYIYIIIIG . IIIIYIIO".IIIITAL 520 SOUTH MAGNOLIA AVENUE : OR~ANOO. fLORID'" 32801 407-843-5120 . fAX 407-649-8664 ENGINEERING BUSINESS -1221 AB-5 ~~ 2~ .( :t: ~ ~ o (j)CURv'E DATA ~ · 9(707'45- R. 50.00' L. 78.85' T. 50JI ' C. 7079' P. C. ST A. 18.18.84 P. T. ST A. 18.97.49 CITY OF WINTER SPRINGS PLAN & PROFILE STREET 'C' SELF A1RE , ------=~ KEY MAP 25 20 /5 /0 FLORIDA DATE JAN,2001 DESIGNED BSA CHECKED OMS SCAlE HORZ, ".SO' I' RT, ".S' PROJECT NO. BTRI-201 FILE NAME BTRICPP,003 SHEET 14 OF 25 "'l:n ^ n ,.roO.1 .~_r- ~ o;:..J I 25 ~ ~ ~ I :s 20 ~ t ~ ~ /5 ~ ~ ~ ./ . m , t ~ ~ ~ ~ ..:; ~ DATE It) 't Q ... ~ " 0) 71 D22 & ST 429-64.540,5' LT. TYPE P-7T MANHOLE D24 ST 43/-82.81 TYPE P-4 INLET INV.EL876 (5) INV.EL8.68 (E) INV.EL.5.96 (NW) ~ 35'-llr RCP . O.2IXr ~ II ' 219'-ltr RC~ II 1.3~~ / 'I 110 I 10<g PJ.EOUATION ST 4 3~26.3/- 'C'- ST42;g.22n-STREET 'A' 20'-6' DIP FORCEMAlN &. 31 185'-6' PVC FORCEMAlN/.:\ I '^ ID t1\ · t1\ I '^ 'X t1\ /r-\ OCURVE DATA ~ · 9(T 2.O'M R. 5Oro' L. 78.83' T. 50.29' C. 70,92' P.C. 5T A. 21 .07.49 P. T. 5T A. 21.86.32 D21 ST42l-ol.8O &C.fJ. IIN. 13. TYPE P-IINLET 263'-18' RCP II ID9X 482'~ PVC UNDERDRNN & I I 107 ' I I 40 514 ST 426-26.90.C/L STO.SAN.M.H. 106 , , "\ " 399' - 8' PVC II I/JOX 42 261' - 8' PVC II O.40X 156'-8 PVC WATER MAIN " 43 513 ST 422-28/JO.C/L STO.SAN.M.H. , 44' 31O'~ AlC UNDERDRNN <<J2'~ AlC UNDERDRNN 5/6 ST43~26.3/.C/L DROP SAN.M.H. CoO.IIN./8.T5 & - j' 100 ..--, ~..- · -, A \. C.lAIINERT'T!.49 \ 47 -..g AlC UNDERDRNN - 8' PVC II 070X STD.FH W/GV ASSY '-r PVC WATERMAlN 57'-18' RCP II onx 515 ST 42;g.26.90.C/L STO.SAN.M.H. 46 \. 320' - 8' PVC II 1.41Y/A D23 ST 43/-82JJ1 TYPE P-IINLET & INV. EL. 8.76 98 ( 99 ' I I ,_.' ..-.,. .- I 56 ST420-78.49.C/L STO.SAN.M.H. 59 " 50 51 24B'-B'DlP WATERMAlN 225'-15' RCP II O.B4X D20 ST 426-58.80 TYPE P-IINLET &. 455'-8 PVC WATERMAlN I I I I '-..52 Dl9 ST 424-3282 TYPE P-2 INLET &. 58 56 STREET 'c' AB-4 AB-5 !i~ ~.... ~~ ~ ~~ 2~ ~ ~s ~~ lllii ~ ~ ~ ~ :s. Cl t15 S Cl 56 OP EI...23 51 T EL.2280 TOP LI9.2.6 D2/ TOP El...l J EXlsr. E IMATED S ASONAL H~ 'H GROUN ATER -, r \ I \ I -. D23 TOP EL.I .42 I -0./12)( --- --- B- -1J2X --._-- -- - INV. EL. 18.30 --- - -. - - -. --- B-1Vi & NY. EL. 570 B- I . EL. -0.45 INV. EL. -a BY t 2 3 ..VISIONS DESCRIPTION DATE BY DESCRIPTION 6/29/01 OilS REVISE PER crrr REVIEW 9-/2-0/ KJK REV. PER DEP 11:::. 5 6 7 SUBMITT AI.. DATE DATE BY DESCRIPTION CITY OR fA COUNTY 12/20/01 01/22/01 OilS REV.C/L GEOIIETRY.STATlONING w....o. 12/13/00 3/22/01 OilS REV.PER QA & CITY Or WINTER SPRINGS FINN.. N>PROV N.. 5/14/01 OIlS REVISE PER CITY REVIEW BID SET 6/15/01 OilS REVISE PER CffY REVIEW AS-BUll T 8 o 2 3 CITY OF WINTER 5Pf1INGS lBoWYER&NGLETON & ASSOCIATES, iNCORPOR.ATED ............. . 'LA."'.. . IU...".. . ...'.O..I..tAL 520 SOUTH MAGNOLIA AVENUE : ORLANDO. F'LORIDA 32801 407-843-5120 . F' AX 407-649-8664- ENGINEERING BUSINESS .1221 PLAN & PROFILE STREET 'e' SELF AlRE I -=-----=- - - = ~ KEY MAP a~ e~ ~lIJ ~ -- .... /5 /0 5 o 4 FLORIDA DATE JAN. 2001 DESIGNED BSA CHECKED OMS SCALE HORZ,,.-5O' VEffr,,.-f;' PROJECT NO. BTR/-201 FILE NAME BTR/CPP.OO4 SHEET /5 OF 25 P,t'D ') 00 r:. <IiI ...;_1..._ ,__....v 032 ST A 34.5381 ME .5. INV.EI-4.o 035 ST A 38.4954 MITERED END SECTION INV.EI-4.o ~71' ~ 3s- RCP " o.ooX 0.34 _ ST A 31.92.44 / - - - - _TYPE... P-7T/IIH INV.EI-M ..._ b29 STA3g./580.74.4' LT. MITERED {ND SECTION /IIV.EL. -c!1IJ ~ 028 ST A3g.33JO ~, J-4 INLET II " 'I.~3 A " to; m , " ,i I' I "--- I '.J.l. - - - - - - ,;)--"" ,--........... :'---1" '" \ /I' , \ ... ~ ./.'..... ~, ....--, .~.~.. , ... " 0.33 ST A 34.53.81 TYPE P-7T MH INV.EI-4.o , ... ,10' POND K:CESS TRN:r--&. 'I-, , , 5/9 UFT sr~ SITE' -sTA...34.81J5.C/L I' .(~1i~ 19F5 STD.SAN.II/1..... S/8 I 'i'@-, -"- ~ -, 342' ~3s- RCPa......... ,STA31.ZTJO.C/L I ' ... ... ... " O.ooX ~ srD.S~._~.... ... I ... D~IIIV~14 ~& r;~- -~-iipvc.oz.i ,.,. !'&.G5~ .... ... - ... -- ."'L.oG.JJ 6 ... , ... ... - ... .... -.,.. -- ......- &00' ~ 3s- RCP !Q ~ ~ au ~ , - ~~t::j/ 40" 6 39-.~'..-..~.' ,I ,~~ ,.,,, . --}':l '- '- - 2iY..:s- I ...... I 37 -1- - ... ... ... - I} - I 039A & I ST A. 35.5780 I TYPE P-7T MANHOLE -I... _ ... TOP EL./IrtJ I 11W.EL.6.Sf tEl /1IV.EI-..,o.!H trll I 69' - ju RCP " O.96X&& ,-- I ......" \ I __ \ I-- \-' \~ \ , " ---~ ....)J-- STD.FH W/GV ASSY- ... ... 02T ST A. 3g.33JO fA TYPE P-2 INLET ~ INV.EL.O.50 A 1i::!31' .... tr A'C " 2D9X 535'--8' PIC WATERMAlN 8'x'4' TEE ~GATE VALVE I.wf" GATE VALVE - C-:: ::(') Q'"-- - -- & 038A ST A. 35.52.80 TYPE 0 INLET W/4' SLur ON SOUTH- -- -- SIDE PER FIX1T INDEX -229 A TOP EL./3.70 ~/IIV.EL.8.OI 038&& ST A 35.57.80 TYPE 0 INLET W/4' SLOT ON SOUTH SIDE PER FIX1T INDEX -229 TOP EL./3.70 IIIV.EL.IJ.OO 5'~ 3O'RCP " 02Jx&& STREET 'c' \ \ - ~ _1 C'I ..., _ _ - - "7 I~ " - - - - - AB-2 AS-I ~a ~ild ~ ~~ ~.J Ir'ilU -.( ~ ~ ...; ~ I .92' PlUT. TR S, ESTIMA ED SEASO AL HIGH G 034 ~ ~ I /' ~ ~ 517 TOP EL. 0.45 S/9 TOP EL.1l 5/8 TOP EL.1O '2 5 o EL.IOJ3 /5 EL.IOJ3 -o.40X /0 /0 ---- ---- ----- ----- -- 6'FM INY EL. 4.00 - ~ 0 t g - & B ~ ~ ~ -:.; .3 .3 .3 .3 a.VISIONS SUBt.4ITT Ai. DATE ~ DATE BY DESCRIPTION DATE BY DESCRIPTION DATE BY DESCRIPTION CITY OR 02/20/01 (\J 6/29/01 2MB REVISE PER crrr COMMENTS fA 01/22/01 DMS REV.c/L STATIONS.POND BERM.RCP's 8 COUNTY LQ Q w....D. 12/13/00 ~ 7/13/01 2MB REVISE RCP SIZE PER crrr COMMENTS & 3/22/01 DMS REV, PER OA It crrr OF WINTER SPRINGS & .f'N~ REV. PER DEP A AAPROV ~ 9-12-01 KJK 5/14/01 2MB ADD KEY MAP.REV.WM PER CITY REVIEW & " BID SET lJl 6/15/01 2MB REVISE PER CITY COMMENTS & ~-9UIl. T (I) CURVE OAT A .1 · .3lT56' .3~ R · 1/2.50 ' L. 76.46' T. .3977' C. 75.00' P. C. ST A. .39..32.48 P. T. ST A. <<J.OB.94 BoWYER&NGLETON & ASSOCnATE~ KNCORPORATED .......1111.. · PLA...I.. . IUIVIYI... . ...VIIO..III..'AL 520 SOUTH MAGNOLIA AVENUE : ORLANDO, FLORIDJ,\ 32801 407-843-5120 . FAX 407-649-8664 ENGINEERING BUSINESS -1221 ll,t - - - .-... -------- , KEY MAP & I were Contrac oris Name En ineer Not vali without t e signatur and the riginal raised s 01 of a 1="1 rida Regis ered Engi eer. CITY OF WINTER SPRINGS FLORIDA DATE JAN,2001 DESIGNED BSA CHECKED DMS SC~E HORZ,".SO' VERT,".S' PROJECT NO. BT RI-201 rLE NAME BTRICPP.oo5 SHEET 16 OF 25 PLAN & PROFILE STREET 'C' SELF AJRE (.,r-p 2 t:; r".Ol . _ u (.." &~ . &~ . &Sc:: . &~ . &i: . &~ . .c: ~ ~Q) :>~ oes '0 ~ &~ . &lu . &Co . &Q . &u . &~ . &;.-. ? ~ .36 ~ TAPER ? lO ~ ~ ? :8 f\-.. Ex. StrIpIng To Be Remove E EDGELINE Ex.Sldewolk e ~ 8 ~ ~ 8 ~ 6- SOUD WHITE W/UONo-DIRECTI WAL COLORLESS WH E RPU's ~ ~ ~ ~ Ex. R.O.W. Une -------- ? ~ PER FOOT INDEX 526 & ~\~ ~ . ~ :; \ ~ b\ \ t " J~ip_______________ _________________.~- ____,)-( '\:.... J' - - .. It)I - ~ " 9.5' -=-Ex. ~P!:.:::.~ ~ ~ ~ .- - .::.- ./- - -\ ' , I '\ ~ j I ' 6- DOUBLE YELLCIN - .. - / .... "::.-:..,1 " - -- ._~ ~- ~ -_._~ - - -- . . - - ::.. -.= ~ ---= =- ~ - ..::. -::- - ~ -= - - -.....:- -=-- - - ~~ .:.~~;. -~:.' ~-=--:. -::...:-'~ :-:,,~! - - - - _L..____ " -.;# =----- -- - - -- - ------- :J}- - .. ,.. I I " _ " E .J!:!..D./ Lan,eL " Ex. ICY Lane - - - - ---- -- -- - - -= - -= - - =-= =-.-", ( =--..:.: :: ~ -f-- ..:'~ - - - - - - - - - - - Ex. R.O.W. Une Ex.Paved : \. DrIVe / i 2 L-990'SIGHT DISTANCE - ~-'=:: ---- '" - -- _ ..c::-.~- -=..-_ _ _ __ ~-:::. _ ~....::. ~ _ _ _ ~ , . ... -'--- , ... .. L----------..",,- .... . - . . - . . - . . - . . - . . - . . - . _ Ex. R.Q.W :-L'n~_ .. _. ./,0,;... _.. _.. _.. _.. _.. _.. _.._ ,., ~ 6" DOUBLE YELLCIN ... J' TR~T 'F' BUFFER/LANDSCAP%... "I ... " ... ----.' ... / -- & 540' TRANSIT/ON F OM I Coft-cort Development Property 50' OUEUE LENGTH , / - - --' ,.' , EX.OFF~ ... ... , , I House for Sole ZontJd COfTl6rclol / / , , " ~ lJ.J l> -~ Q:: h <: lJ.J Lu Q:: ........ ~ ll. ....J Lu OJ '- I tIS I , , !!..S. ..,., I .. .:.j .:...:,;.....:..~ .-:.,~..~~...: -:- ~. '"7 ~:- - -. ~:-:- .-; ~. .-. ~:-:-: :-~. .. ExIstIng CtxJrch SIte 6- WHITE EDGE LINE 50' TAPER I \ \ \ , TR/tl/T 'H' OPE~ 5 ~E 50' OUEUE LENGT'A TR~T '1' OPEN SPICE '/ , '/ " / \.. / 270' DECELERATION LANE & 50' TAPER 270' DECELERATION LANE & 6" WHITE EDGELINE 6- DOUBLE SOLID YELLOW W/ 01 AGON ALS NEW PAIEMENT SHOItN SHADED NEW PAVEMENT SHOffN SHADED h ltJ lLJ ct: h V) SHADED AREA DENOTES NEW PAVEMENT STATE ROAD 434 32' I ~ , 5' U"PAlED SHfJUI..<< I. CONTRACTOR TO UTIUZE FOOT ROAD DESIGN STANDARD INDEX -6/1-MULTILANE DNIDED OR UNDNIDED RURAL - DAY OR NIGHT OPERATIONS". 2. CONTRACTOR TO UTIUZE FOOT INDEX -623 FOR -TRAFFIC CONTROL THROUGH WORK ZONES FOR MULTILANE DNIDED RURAL ROAONAYS". 3. CONTRACTOR TO UTIUZE FOOT INDEX -600 FOR ALL MAINTENANCE OF TRAFFIC DURING CONSTRUCTION. 4.LANE CLOSURE PERMIT MAY BE REOUIRED PRIOR TO CONSTRUCTION. NOTIFY CITY OF WINTER SPRINGS TRANSPORTATION ENGINEERING. . .. , '. ',~-'~~~-~~'-'-'--~-----~~.~-~'~'-'~ I 6tI NS. POSTED SPEED LIMIT · 50 MPH DESIGN SPEED · 55 MPH Ex/_.tO' "',. e Ex'''.tO'LtIne 6' STATE ROAD 434 STRIPING PLAN & (STRIPING PER FOOT INDEX #/7346) & GUMDRAlL (PER Foar INOEX 400 DESIGN PROFILE GRNJE D ~ I Ex. 3' tier 0IJ208 ' /'L otJ2OB ' /f' - ~ MAINTENANCE OF TRAFFIC NOTES: 0D208 ' /f' - . . ... ... A I.REIJOIE EXISTI. PAlED SHalUJER.IJt1f'H SIDES ~ 2.MIU. IS' OF EXIsrlNQ PAIEMENT 3.RE-PAlE WITH IJJ- Fc-6 ~h. SUPER PAlER ASPHALT/} TifAFFIC LEVEL C ~ Kr UMEROCK Ii:::. I~ $UBlJRADE COIIPN:rED TO 9BX IIAX.DENSITY MSJ1rD.. T-Iso. 75 FIIN. & NOTES, I.DISTURBED R/W TO BIE RESTORED TO EXISTING CONDITION AND RE-SODDED. 2.FOR CROSS-SECTIONS IIA- THRU -AI".SEE SHEET 17A. TYPICAL PAVEMENT SECTION 8 ~ '1 ::::: :::J > J (!) ~ ~ -.J ~ ~ ~ ,/ .c:: ~ ~Q) ~~ -).~ Ex, pp. \J.. ....., 1"111I - - :~_! J..... -\ 1"1 1'1 x2685 200'-GUARDRAlL (FOOT INDEX 400) t ,g ~ l' I ~f\ rEX.pp 5' UNPAVED SHOULDER -- - -! .... ~ It, --; lS\lb\~ 3' SHOULDER 20.92 x Ex,PP x20.o~ IB~x_, f79tX:::'1~-~_'--:~XIft79 ;' Ex,PP7".. ' , Jli<'~ Ex,PP !~.21 x22.3~ ___x2J8~ -'-, x21.5 --- ? --- --------..:..._,--:>,'- bl I ~ '" \ 2671 '- x 26,40 2722 _ 26.39 ~ '/ - - - ._~=-~ - - - - - - - - - - == ==:= 788Sx'._.- ,-.' ." x2674 x~ 26,72 x 26.E4 x .. - - - - _ _' - - - - - - - _ -=- __ -=--- _ _ - :- -: - - - _ _ ~ ~ - ... ... ~'~- - - - - - - - - - -~l.------ -------------- =-- ?--------------xaR=:-g;,~---"D4i----- ---=:3'Zcs::--- -- -~cg,-, 7~- --...!~5 ~" 75~ =..~sfrizx~-;;z,'is_-== "766 ------ --.,,,-;- ---~ 764 ----~~---76~--2746 ~,.-~-:::-7'e--::xZ6.E5 ------7/ - =---=~.- 760------ --79 J2 7~ 24-'6 r~-____ 7~ ,,_,,___,,____I""r.--:-.::..,----#~8L,,---Yl~------~~----"'YOj)~-----79.3r___L___.________,,_ C~6 ,__*=_- _ _ _" _ _ _" --0.82.... _T_" _ _ _ __ _ _ _ "~,,SL _ L _ _ _ _ _ _~.8L _ _ _ _ '- _ - _, _~.4J...." _ - -:::;.=-_~DL" - - - ~ - -tzs-42..._---=ZEr- ==-.-"--,, ~SIL" ~ - - - -2!~- - _!1_ - - ~ - - - - - -- - ,,- - --x-" -=-:. -::----~- - - 2~.3 -'-'1.'.~ / / - - -- ;,.,-:;-. -" -" - - --- u --, - ,- 27.54 _ _ _ _ _ _ _ _ -cI!l.Z7_ _ _ _ _ _ _---"""'-- _ O-~ __ __ ~-= ~-.:.. _ _ ~.E9 _ _ _ _ _ ----=-diiK:J __ _ ~5I5- _ _~ _ _ -,- _ _ ---2~ _ _ ;24.74- _ _ _ _ _ S.9i _ _ 2~.5Qc_ 2~.D6 " ' 22 . 21$8 ~;;::-= ==.-=- -:'::-~1!Q.-~~-~=--- _ _ZLlL ____~ _ _ _ _ = = _ _ _ - - - - _ _ _ _ _ _ _ __----~--="...f- _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ __-= _ _ _ _ __ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ - - - - - - _ _ _ _ _ - " - -:;:-._-= =- _l--:T_ - - ~ _ _ _ _ _ _ _ -==- _ - ,. - - _ _ .J.. r- _ _ _ _ _ -' - ,- -- /B$er' -----::)-:;z---~"'---- - ~'b--' n' 19.5C1f .'... L- : ..... 26J6 '"" 2"'J Jt \ ......... . _ . " V &21 x26.57 EX'P"P~~ t~ (/ :::; x268~ -...~5 - t~~T .'G'-8UEff.R/t:~6SC~~-::---\~--I!h 8UF:::::~SCAPE "z'3 .. i ~ f .-..' I n" " I!. x26.30 i ... " . I ~ i' v , House for Sole , TR~T 'I' ~ TR~T {':fJ 'H' Zoned COfTl6rclol \ OPEN SPACE ,lJ.J OPEN SP~E '/ I " I I ~ Q:: Lu ~ ltJ It.J ct: Lu h ct l/) ~ ~ '- PJ.EOUATION ST A 76~5.49-S.R. 434- ST A/CKJO.oo-STREET 'A' ... , ,- ./ (')' , , / ~ l;t--. '0 , Cotf"Cort Development Pro/XJr1y 3' SHOULDER" " / ExIsting CtxJrch SIte 5'UNPAVED SHOULDER \. 762 - .... ~ :::J I ~ ~ - x 24.55 ExIstIng spot Grade CONTRACTOR "AS-BUlL TS" I hereby stote thot these "Aa-Bullts" were furnished to me by the contractor listed below. I, or on employee under m,y direct supervision hove reviewed these "Aa-Suilts" and believe them to be in compliance with my knowledge Of whot was actually constructed. This statement is based upon site observations of the construction. .2~28 PROPOSED SPUr GRADE ST ATE ROAD 434 GRADING PLAN & LEGEND ~ tn it ~ ~ -; Controctor'. Nome En9ineer Not valid without the si9nature and the orl9inal raised seal of 0 Florida Re9istered En9ineer. IW) ~ 9- - - C5 "- IW) , <1l DATE DESCRIPTION DATE RBVISIO N S DESCRIPTION CITY OR COUNTY DATE SUBt.4ITT AL DATE JAN. 2001 BSA CITY OF WINTER SPRINGS FLORIDA BoWYER-SlNGLETON & ASSOCHATES7 KNCORPORATED /"-50' DATE BY DMS DESCRIPTION ADD SIGHT DISTANCE PER CfT'( REVIEW BY BY DESIGNED BrRIST"RJX)1 f7 OF 25 3/22/01 CHECKED DMS W.W.D. !'1N1l. APPROV Il. iJIl SE T S.R.434 IMPROVEMENT SELF AJRE PLAN SCALE 5/14/01 OMS REVISE PER F.D.o.T.REVIEW PROJECT NO. BrRI-201 .......111... . PLA....... . IUIVI'.". . ...V.I.......'AL 520 SOUTH MAGNOLIA AVENUE : ORLANDO. FLORI()iA 32801 407-843-5120 . FAX 407-649-8664 ENGINEERING BUSINESS .1221 OMS EX. TREES.NOTESt:ROSS-SECTIONS PER F .D.o,T. ADD TREES.ADD DEDICATED FI.ffURERON. REVISE TYP,SECTION PER FOOT 6/25/01 F'lLE NAME 7/20/01 OMS ~-BUlL T SHEET t;. ;:r) ., '. ~;...[ L:. l Q.. ~ 0 'tJ ~ lJ.J C/L ~~ d Ii ~ I ct ~ ~' 0 l.. Q.. .\1) v) Q ct: ct lJ.J ct: v)1 ~ ~ ~! ~ /L Q.. lJ.J lJ.J 0 ct' lJ.J Natur Ground I v)1 ~ ~ "- round 2S , lJ.J ROW 2S ~ "- , --- 20 - - Natural Gro nd I , Natural Grou d _ Natura Ground ,/ ...... l N. G. -- ,/ --,: - 20 20 20 15 x- ECTI N 'M , STA 66+0000"WS .434 R.43 x- TA7 434 .R. 43 ~ l.. ~ - ~ \I) 20 N - - Q.. .~ 010 lJ.J.no: , ." Q. . ct: I ~l " q, ~I Q. o /L t() I GU DRAIL - - ROW round 25 25 atural Grou d - 20 .43 , ST l.. CD I.... ~ ~ ~ I ~ v) I Natural Gr und.- \I) ~~ ~~ 1....1.... Q..Q.. I C/L ~ I ~ I lJ.J ~ q GU DRAIL I.... Q.. -- -- Natural Gr nd L - Natura Ground --- - - -- -- 25 25 atural Grou - :l5 ~ N J ;:, > ~ ~ ~ ~ ~ ~ j " 'G' l.. ~ -- -- --- --- ~ 'tJ I.... - CD ~ ~ 'tJ \I) a CDQ.. c:: ~~Q. ::::> Q. c\R . . Q"""J g. g.1.... ' I.... I.... Q.. )c; Q.. Cl Lu I.... ~ - ~: q. Itl .. ~ \I) I . . /L Q. o Lu ~ Lu GU RDRAlL - ~ ~ t ~ - Natur I Groun Natural Gr nd 25 25 J Natural round - IONAL RON atural Groun Natural Grou d -- -- 20 ~ ~ ~ it ~ ~ ..:.; .434 DATE DATE RBVISIONS DESCRIPTION CITY OR COUNTY SUBMITT AL DATE CITY OF WINTER SPRINGS FLORIDA DATE JUNE 2001 DESIGNED BSA CHECKED OIrlS SC.-LE r-2O' PROJECT NO. srRI-201 rIlE NN.lE BTRIlIrIPXSDOI SHEET fTA OF 25 BoWYER&NGLETON & ASSOCHATE~ INCORPORATED SR.434 IMPROVEMENT CROSS SECTIONS SELF A1RE DATE BY DESCRIPTION BY DESCRIPTION BY 02/20/01 t 9- .... .... W....D. a " !:2 " ()) rlN.-L APPROV.-L I....NIIII.. · ItLAN..'..G . eUIYI'."G . INY.IONMI..,AL 520 SOUTH MAGNOLIA AVENUE : O~LANDO. FLORIDA 32801 407-843-5120 . FAX 407-649-8664 ENGINEERING BUSINESS -1221 BD SET 6/25/01 ZAlB SHEET ADDED PER F.D'o,T,REVIEW AS-BUll T SEP 2 8 Z:,01 .... ~ ~ , :::: =:3 > ~ ~ ~ ~ ~ ~ ;' . ~ , t g . ~ VI ~ it ~ ~ .; DATE :::: LO l() Q ~ ~ to 8' H" 8'~ VAL VE VAULT I I CAPPED NI PPLE AND VALVE I I FOR PRESSURE GUAGE. (TYP.) MIN. 18 loF. 0.1. J N. UJ * * VAL VE BOX( SHALL BE ENL ARGED IF FLOW METER REQUIRED OR PER NOTE - 4 ----------- - ,,- l GENERAL NOTES: I. ALL EXPOSED METAL SHALL BE PR I NTED WI TH 2 COATS OF EXTER lOR ENAMEL PAINT. 2. WET WELL AND VAL VE V AUL T SHALL BE COATED WI TH COAL TAR I NS I DE AND OUT. (TWO COATS. 9 MILS EACH.) 3. BAS E AND FIR S T R I S E RUN I T TO BE CAS T MO N 0 LIT H I C . 4. VALVE VAUL T SHALL BE SIZED TO PERMIT EASY REMOVAL OF CHECK VALVE SPINDLES WITH MINIMUM CLEARANCES AS SHOWN FOR 6U DIAMETER PIPE AND SMALLER. CLEARANCES SHALL INCREASE AS REQUIRED FOR LARGER PIPE SIZES. 5. VALVE VAULT SHALL HAVE SEALED FLOOR AND DRAIN. 6. ALL LOCATIONS WHERE PIPES ENTER OR LEAVE THE WET WELL OR VALVE VAULT SHALL BE MADE WATERTIGHT WITH WALL SLEEVE OR NON-SHRINK GROUT. 7. THERE SHALL BE NO VAL VES OR ELECTR I CAL JUNCT I ON BOXES IN WET WELL. 8. WET WELL AND VALVE VAULT COVERS SHALL BE ALUMINUM WITH 316 S.S. HARDWARE AND LOCK BRACKET. SIZE AS REQUIRED BY PUMP MANUFACTURER AND APPROVED BY THE COUNTY. 9. FLEXIBLE COUPLING SHALL BE SLEEVE TYPE. 10. PUMP SHALL BE: ^ MANUF ACTURER: FL YGT ~ : MODEL: 3/40 : 1\ MM. SPEED: 1700 RPM: DISCHARGE SIZE: 4 ~ HZ.: 60 : PHASE: 3 : H.P.: MIN. SOLID SIZE: 4 IN.: CURVE: N/A. OPERATING CONDITIONS SHALL BE 232 GPM AT 80 FEET TDH. PUMPING STATIONS DIM A DIM B DIM C DIM D DIM E DIM F DIM G DIM H DIM J DIM K ELEV T ELEV U ELEV V ELEV W ELEV X ELEV Y ELEV Z 00 -------------------------------------------- . Cl Cl . . --------------------------------------- -~ Cl , Cl UJ ----------- - . Z N- -~ , PLUG VALVE EtLRGENCY PU~ CONNECT! ON FLEXIBLE COUPLINGS ( TYP. ) OUTLINE OF ACCESS OPENING CABLE HOLDER SHALL BE POSITIONED OPPOSITE THE INFLUENT LINE IN THE WET WELL G F PLAN VIEW N.T.S. 4# 0.1. VENT WITH VENT CAP ALUMINUM ACCESS HATCH WI LOCKSET AND RECESSED HANDLE. ALUMINUM ACCESS HATCH WI LOCKSET AND RECESSED HANDLE (SEE NOTE 8) FLANGED RI SER WI BLI NO FLANGE. W/MALE CA.....OICK a CAP 4# x 4# STANDARD FLANGED TEE ELEV. Y eq TIE W~IRES 12' O,C, Llt€ POSiT TENSION WIRE ~ r , ~ ~ oJ _._ , . .~ 4- PLUG VALVE WI LEVER OPERATOR STAINLESS STEEL PRESSURE GAUGE PET COCK VALVE Co - r POWER CABLE 2# DIA. SCH. 40 STAINLESS STEEL PIPE MIN. 3/8# HEAVY DUTY STAINLESS STEEL LIFTING CHAIN. , , I I I , , 4 H x6 H REDUCER DUCTILE IRON PIPE (RESTRAINED JOINT) ~7' A I I I I . Z N- -~ , 2 - · 4 BARS 4 - CHECK VALVE GALVANIZED IRON 3# FLOOR DRAIN. SLOPE OUTLET PIPE I 12H PER FOOT. SEE NOTE 12 I I I I I I I I , , 6H PVC FORCEMAIN 3 - TIDAL FLEX .3 HIGH LEVEL ALARM ELEV. X Q ~>- ~! Q ~~ t-....l ~'"- '"- LAG PU.,P ON ELEV. W LEAD PU~ ON ELEV. V , eqGAL V. CLIPS 2'-8' MAX. SPACIt<<i --.......... POST CAP - POST CORNER - 11'-1' TO CENTER (MAXI TOP RAIL BOTH PU~S OFF ELEV. U -$ELEV. T , , 'r' 1 ' , , L _ ~ ~ _ _. _ ~ - ..1. , , , N - . . z cr - %: GRAVEL -6 -12 O.C. EoW. 3' I q' I ~ UIN. 3/4 DIA. x I I # STAINLESS STEEL ANCHOR BOLTS TO EXTEND 7 - I NTO BASE. SECTION VIEW N. 1. $. PUMP STATION DETAILS PLANS. SECTION. AND NOTES lflG. 3111 CENTER STOP 12' x 12" x 12' 6'.Q DOUBLE SWING GATE DETAIL NOTESI 1. TRUSS BARS ARE REWIRED FM EACH GATE SECTION AN) THE FIRST SPAN ~ EACH SIDE OF A CORNER POST ONLY. CHAIN LINK FENCE DETAILS BY DESCRIPTION DATE ..VISIONS DESCRIPTION BY EXIST. GRADE w C"') Co f I MP: 48/ : 0 I A : IN.: VOLTAGE: 230~: 14.8 ~ II. ALL HARDWARE IN WET WELL AND VALVE BOX TO BE STAINLESS STEEL. 12. CONTRACTOR MAY INSTALL A upu TRAP BETWEEN THE VALVE VAULT AND WET WELL AS AN ALTERNATIVE TO THE FLOOR DRAIN SHOWN. 13. LIFT STATION CENTRAL PANEL SHALL BE NEMA 3R ENCLOSURE IN ACCORDANCE WITH THE CITY OF WINTER SPRINGS SPECIFICATIONS. 14.THE 'EAGLES WATCH' STATION WILL NEED THE 3 HP PUMPS REPLACED WITH 5 HP PUMPS. MANUFACTURER: FLYGT : MODEL: 3/02 : IMP: 435 : DIA: MM. SPEED: 1700 RPM: DISCHARGE SIZE: 4 IN.: VOLTAGE: 230 HZ.: 60 : PHASE: 3 : H.P.: 5.0 : A MIN. SOLID SIZE, 4 IN., CURVE, N/A. ~OPERATING CONDITIONS SHALL BE 350 GPM AT 35 FeET TDH. ~ ALL OTHER CONTROLS AND APPARATUS SHOULD WORK WITH THE 5 HP ~PUMPS. THIS WILL BE FIELD VERIFIED DURING CONSTRUCTION. DEPENDING ON ACTUAL PUMP SUPPLIER. ELEV. AT CONST. DIMENSIONS 8" MIN. 6'-0" MIN. * * . * * 6'-0" MIN. 4'-8" MIN. - 5.4/ -3.4/ -/.4/ -0.9/ -0.4/ //.78 - /.84 IA · PER PUMP MANUFACTURERS REQUIREMENT ~ REDUCED PRESSURE S~KFLON PREVENTOR 37'-lr SDR 26 A'CI1O.40~& CITY OF WINTER SPRINGS FLORIDA DATE JAN,2001 DESIGNED BSA to' CHECKED DMS LIFT ST AT ION SCALE AS NOTED Of ?; PROJECT NO. BTRI ) SELF AlRE rLE NAME BTRIPLS.ooI SHEET 18 OF 25 72'-r PIC WATERMAlN I I , I I " CONTROL , I I I I , HOSH I L.___..J .I , '/~ET , ,,/' VALVE , , , , , , , //2'-4' V,JNYL GREEN FEN WATER METER SUBMITT AL DATE DATE BY DESCRIPTION CITY OR 02/20/01 COUNTY .3/22/01 OilS REV,PER OA& CfTY OF WlliTER SPRINGS W....D. 5/14/01 ZIIB REVISE PER CfTY OF WINTER SPRINGS r"'AL APPROV AL 8/2/0/ ZIIB REVISE PER FLYGT REP. BID SET AS-BUlL T I I \ I \ , -----;----- , "","/0' POND , , I I I I I I I I /, f I , \ Q ,.. ,.. ------------- '~ ~ V) / ~/ / / $,/TS OF CONSTRUCTION , 8 ~/Y-6. DIP 3l I --- 6"/Pt/C FORCEMAlN I I I I \ 1 , - - -j , / / , , , , , , - ~ \ \ , . . SITE PLAN 1'=20' BoWYER.-8JINGLETON & ASSOCnATES~ iNCORPORATED ............. " PLA....'... " eU.YIY.". . .NY.RON.I.tAL 520 SOUTH MAGNOLIA AVENUE : ORLANDO, F'LORIIj)A 32801 407-843-5120 . FAX 407-649-8664 . ENGINEERING BUSINE;SS .1221 I I I \ \ \ . . , I " ! 38 / / S/9 TOIf' EL.//?8 . '1NV.EL.-1.E9 (W) " lNV.EL.-/.59 (N) " INV.EL..-/.59 (S) \ \ \ \ 10' WIDE CONa.DR~EWAY \ \ I I I I I I I I 39 \ , , \ , , \ , , I I , \ \ \ , .... , , , , , - ,> , , \ \ , , , , \ \ \ , , " , , , , , ~ C;C'p ^ n r' ~1 v:. C (,\ ....JU ~ CD ~ , :::: ;:) i ~ ~ ~ ~ ~ ..- ~ ~ , t g ~ ~ ~ Q: ~ ~ .:; ~ ~ ~ (5 " ,.., " 'It DATE POWER DISCONNECT - 3' GAl.. VANIZED ____ ( PIPE CSCH. eel -----.;;: METER BASE WITH BY-PASS ~ 1-112' MIN. . MOUNTING BRACKET ENCASED IN CONCRETE '-- QU ~ GAL VANIZEO PIPE CAP CTYP.I f- - '-- r "F ~H ~ F_ CONTROL PANEL ~ :::I .......- SEAL CFF ... ____ MOTOR CONDUCTOR 7' CONDUIT 'l" SCH. Be .... ./ PVC lSEE NOTE 21 COHTIn. CONDUIT 2' SCH. Be PVC HOSE BIB ~ i6l . N INCOMING POWER - ~. 'I z , -.' ~, ... - SWEEP ELBOWS '- 25 0tf0I MAX. GROlHl RODS 12 EACHI1l8' APARTI NOTES. I. ORAWING IS SHOWN FOR 230 VOLT POWER SUPPLY. TI€ LOCATION CF METER AND MAIN POWER DISCONNECT SHALL BE REVERSED FOR 488 VOl.. T SUPPL Y . 2. WHEN TWO 121 SEPARATE CONOUCTOR-TYPE MOTORS ARE USED, ClNlUIT SHALL BE INCREASED TO 3'. 3. POWER SLPPL Y SHALL BE lKlERGRQUt() ON TI€ LIFT STATION SITE AND SHAlL BE 3 PHASE FROM A 3 PHASE SOURCE CK. y, PUMP STATION CONTROL PANEL INSULATION DETAIL f'JG.3121 MOUNTING BRACKET \ ~ ~ -- ALARM LIGHT u ~ POCKET IIDDDBII 0000 . - o 0 a a o 0 8 8 .-D .-:JI I:J I:J - . 1.11II.1 @a~ B!! ~GENERATOR ~ RECEPTACLE J-= 1 :3-- PAD R LOCK ~ BRACKET "-- DOOR LATCH DOOR STOP WITH LOCK f29N~AD <,;} V , ~TlNG BRACKETS NJTES. I. OUTER BOX SIZE SHAlL BE A MINIHJM Of 24'W X 36'H X UrD OR AS APPROVED BY THE CITY Of WINTER SPRINGS, 2. FOR STATIONS WITH Pl>>1PS RATED 28 HP OR GREATER, OUTER BOX SIZE SHALL BE 38'W X 42"H X 18'0 AND SHALL HAVE 2 LATCHES ON THE DEAD FRONT. 3, ORAWINGS SHALL BE REVISED FOR STATIONS WITH PlWS RATED GREATER THAN 47 ~ AN) SUBMITTED TO THE CITY OF WINTER SPRINGS FlJt APPROVAL, DUPLEX CONTROL PANEL ENCLOSURE DEAD FRONT LAYOUT f'1G.3I3l BY DESCRIPTION DATE ..VIIIO N I DESCRIPTION DATE BY @] FL CT 18 I R4 D R3 D R2 o RI D c:::I TS _ _ _ tiCl _ _ _ I 480/120 I I I I F3 F4 I I c:=J c:=J I L______J o 0 G N PA PA PA 10001 LA PM @] o IF I PM D RTS NJTES. I. MAIN CIRCUIT TRANSFORMER REOUlRED FOR 4ae' VOlT SlJlPL. Y ONL Y. ABBREV. AM =fa: r FIt: TM ~ NOTE. BY DUPLEX CONTROL PANEL ENCLOSURE SUBPANEL LAYOUT R ~ '4 E rs T<;' ITS ITEM DESCRIPTION AL AI.. [] [l, eft Al'r..16TrQ ~ - - - r~ ORB ~ CCB ~ MS 1 D OLI G o LfiE ~6n IIR~ IGHT MeB 230 V 3 PHASE 4 W "III~ MCB -< ./ ~ / ~- ECBCl:t- ~L .... ') MB 1_.:fI."'o MS:I ~DL I PLt1P I "\ "' r -L ~ : X)-111111 " < (MB 2- T - Hs-2 ~2 PlM' 2 j ( : ~ = ~ X)-111111 r ( I :F3~ MCT -'II : --V ~-~8~;~llfl;0;------:-----IIi' L - - - - - - - - c{Jb- - - - -~0 V~ - - - r : _________________J I , ECB .-1.--"" - INTERLOCK N GR ~Fl/")... ~ ---\:: ~........ "'\....... - - - ......... bJJ 0""- PM ] b --<?-fPM ~ 8 I CCB 11111 DR D ~Cf~ I ~L RE ^ A Vv ElM MSI OLI )T~ T }' DRB - - - Mal MB2 D D _ R2 _ '6 '8 ~DA ~ ,... - - )T~ 3 l I _....0 8 - ~ TEST PAA - kL RE ^ A vv ElM " . 7 _ R3 " ..., S 8 2 511<LQl I ~ y LEAD/LAG 6 I SWITCH - ~ MS 2 OL 2 - - ".., MS2 _ R4 _ '6 '8 PM r '2 FL I ^' 'V 3 ^- ~ AL 2 ,... ~5,... ..., ., ..., 4 I H~S ,... , 5 D ..., ..., '2 ,... '7 I R5 ,..., ,... 6 8 OL2 120 V J.. J.. J.. J.. J.. T 75 VA CCT i Y Y Y Y Y 1 ..., 24 V ~ PL4 F2 ..., TTS G o 4 I R1S FR 4 R2S '7 ----~o----- 8 " ..., 2 ,... 7 PL3 _ R3 '3 1 R3 R~S FR 3 R2s 5 ----~o----- '6 ,... '2 7 RI ..., " ..., 4 I R2 '" ,... '3 1 PL2 R~S FR 2 . R2S '3 ----~o----- '4 RI 2 ,... ,... '2 '7 - ..." ..., 1 3 PLl ,... ~~ ,... 6 8 RI WI.. 3I4l RlS FR 1 RTS T ----~o-----~ 2 7 ~ ,... NOTES. I, MAIN CIRCUIT TRANSFORMER REOUIRED FOR 4a0 VOLT SUPPLY 0Nl. Y, DUPLEX CONTROL SCHEMATIC f'1G. 3151 GENERAL ELECTRICAL NOTES I.PRIOR TO PREPARING TECHNICAL SUBMITTAL. REQUEST USE OF PREFFERED 480 VOLT 3 PHASE SERVICE FROM LOCAL UTILITY. IF NOT AVAILABLE. DEVELOP TECHNICAL SUBMITTAL ACCORDING TO AVAILABLE SERVICE VOLTAGE FOR THE PROJECT LOCATIONS. FOR CONTROLS. STARTERS AND MOTORS. 2.SUBMIT UTILITY APPROVED SITE PLAN DELINEATING THREE PHASE SERVICE SELECTED AND APPROVED BY UTILITY. SPECIFY SIZE AND UNDERGROUND ROUTING OF COPPER SERVICE ENTRY CABLES AND SCHEDULE 40 PVC CONDUIT PER NEC. 3.PANEL SUPPLIER TO PROVIDE MOTOR STARTERS ACCORDING TO PUMP HORSEPOWER REQUIREMENTS LISTED IN LIFT STATION PUMP PLAN. 4.FULL VOLTAGE NON REVERSING STARTERS ACCORDING TO HORSE- POWER RATINGS LISTED. OR HIGHER. WILL BE PERMITED. SUBJECT TO WRITTEN UTILITY AUTHORIZATION FOR PROJECT LOCATION. 5.CONNECT AND OPERATE LARGER PUMPS WITH TWO WINDINGS PER PHASE. USING REDUCED VOLTAGE. PART WINDING STARTERS. ACCORDING TO STARTER AND PUMP MANUFACTURER'S INSTRUCTIONS. USE OF REDUCED VOLTAGE STARTERS WITH AUTOTRANSFORMER OR MOTORS WITH ONLY A SINGLE WINDING PER PHASE. SUBJECT TO OWNERI ENGINEER REVIEW AND APPROVAL. UPON RECEIPT OF DOCUMENTATION VERIFYING EQUAL PERFORMANCE AND MAINTENANCE COST DATA SUPPORTING THIS SELECTION. I~ F ArH PHA<iF I flml f~ ~NAL STRIP' ~ STRIP 6.CONNECTION DIAGRAMS LISTED ABOVE ARE SCHEMATIC IN NATURE. INTENDED FOR EITHER TWO OR THREE PUMP OPERATION. USING A DUPLEX OR TRIPLEX CONTROL. CONTROLLER SUBMITTAL SHALL REFLECT PROPER CONFIGURATION ACCORDING TO DELINEATED LIFT STATION PUMP PLAN AND APPROVED UTILITY VOLTAGE. PUMP STATION CONTROL PANEL LEGEND DESCRIPTION SUBMITT AI.. CITY OR COUNTY W....D. FINAL APPROV AL BIl SET AS-BUlL T n;._ 7.THE ANTICIPATED VOLTAGE AT THE LIFT STATION SITE IS 480 VOLTS. HOWEVER. IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY THE VOLTAGE PRIOR TO ORDERING THE THE LIFT STATION PUMPS AND ELECTRICAL PANEL. DATE CITY OF WINTER SPRINGS FLORIDA BoWYER-BJiNGLEfON & ASSOCIATES, iNCORPORATED 02/20/01 r\ ~ ~~~(O;'" (lV BELFAlRE LIFT STATION DETAILS ....,....,.. . PLA."'.. . eUI..Y.". . ...V,.O......'AL 520 SOUTH MAGNOLIA AVENUE :, ORLANDO. F'LO~IDA 32801 407-843-5120 . F' AX 407-649-8664 ENGINEERING BUSINESS .1221 N DATE JAN. 2001 DESIGNED BSA CHECKED OMS SCALE NONE PROJECT NO. BTRI-201 F'LE HAW€: BTRIPLS.D02 SHEET 19 OF 25 SFp " c(\ ("'di~ ...... _ '- ""w,-_,",, , ~ ~ .... II) I .... '5 > ~ ~ :::it ~ ...,J ~ ff ~ ;' I, The finished grade and slope rX the Inlet tops are to conform with the finIshed cross slops and grade of the proposed sIdewalk and/or border. 2. When Inlets are to be constructed on a curve,refer to the plans to determIne ths radIus and. where necessary, modify the Inlet details accordIngly. 88nd st881 when necessary, .3, All steel In Inlet top sOOIf fr:Ne .'nflTkJm COler unless otherwIse sf'oNn. Inlet tops sOOIf be either cast-In-place or precast concrete. 4. The rear wolf portIon of Inlet tops Types 1.2..3 & 4 fTI<1I be constructed with brIck. !>>Nets to top slab requIred. 5, Only round concrete support post will be acceptable, 6, For supplemental details S88 Index No, 201. 7. These Inlets are to be used with Curb and Gutter Types E and F. Locate outsIde of pedestrIan crosswalk wf'tJre practical, 8. For structure Ixttoms see Index No. 200. 8 L c ~ Inlet Type 2 Sy"""",,,COIAbaJI C Q( I ~o. l-- A ~ <J 0,0' k ~- 'e~ ~:~ma.c_ See Slab RelnforC/~~ 6\ /~ /1/ Detail Ttls ShtJet, ~ / ~)rr- '" -1 '" -"'~ 6" '" -1~ _~~ l 5" 111 Concrete ~ Support Post 10' - Cf '- C Inlet b , ~ ~l ~ ~ I .3' - Cf I _A 1.3' - Cf , INLET TYPE I INLET TYPE 2 SYMMETRICAL ABOUT C To Be PaId For As C.& G. F LOr GuIf6r"""", i~ ~t:E \- -~ I. J--~ 1 Gutter Umlts Of Inlet Construction To Be PaId For As C,& G. J-B' I i : :~tt ~~ + J' - ~.l J' - ~ J Gutter Trans, ~:i 10' - (1 Trans. SECTION BB (TYPE I AND 2 ) ---. - ~ I 4'-(1 1'-6" I L 1'-6' ~~~ 5"0 Concrete ~~---' : Support Post ~~ _I I 2'-Cf ~ .3' - 6' _ 6" , ~ -w 6" Concrete Or 8" Brlck, DIMENSIONAL SECTION No.6 Bars No,6 Bars AI go Ctrs, \ No.6 Bars -.. ~ No.4 Bars ~ AI 8" Ctrs, ----=:;; :: Both WUjs " ~ .......... -~..-- _No,6 Bars Unless 6" F;' go go,3~ Otf'tJrwlse Sfr:Nvn __ - No,6 Bars /it go Ctrs. I~~~ ~L.:Jl~ No.7 Bars , ~.-r .3' - 6' DIameter lL ~ No.4 Bars /it 8" Ctrs. REINFORCING SECTION 31-6" DIA STRUCTURE BOTTOM (SECTION AA ) rA - ~ ,,1,,;-""" . 6 Bars D go ,... /,/; ~;lS..~;)> 1.0 · ~..... I V ~ ~ '\,~ 6 Bars . ~ ~ ~ ~~/ ~ II) II) cB ~ a J ~( J.., )( ~ ~ 8 ~lU ~\ /rl)< 1.0 ~ ~ ~ / '\ ~ ,,- /. ( . ~ liS '- h /" ''\. "\.1/ ~ to -~ / r -- ~ .6Ba~S,4/ 'I ~ 'tl;, I -- -- ..". '\ -- --, Q I ..) L ~ 5" 0 concr:e Support Post .6 Bars D go/ (,J GENERAL NOTES - .... ~ 1 t g - ~ ~ 9: It ~ ~ .; 8 .J t ~ Inlet Type ~ 5y""",,,,'00IAbaJI C I at, l-- A ~ tj-C>' tj-o' ....L ~ "c;S I :".)~' ,,"- I - 2' 010, CCNer See Slab ReTnforclng I (' """ ~\ DetallTlis Sh8t1t, ~'A\ + I 6'~ ~ " ~ ~ /1) ~ '" -(rr- ~ t;> 8 / J''''' ~ ~ ~l L /'" l 5" 0 Concrete .-/ Support Post I 6' - Cf .3' - Cf I g-Cf _A I ~ . I' I 4' so . CONe. ~~~J( Wlor~ . . "" .J ~~..&. -=01 "(-- ril- IIUST n1I.UMI ST~cr MJ(IIIWIIr......... tlU1'f'< 2' 6' . 4' ~ I' .- 1 . I . I . I . I . I . I i ( , ~ I ~ .., LCl!!__CURB .TO MATCH _. I ,- YfTlJrH OF ., .~ STANDARD 2IJ' t ". COlIC. SlDEWALJC 7 CURB .. GUTTER I I~' ~. EXIt.JOtC! II SECTION A-A r;J- - -_-" I~m.~.',...<~ I'~"'-I~~, . ,'.-,' " ',. 1 ~-...: >...:--.; .:..~/':ff7.:.,.~'.":." '.' '~'. ........-. ..-!- ~'.-.,' '!':.-. ..-." . 6'....,a a..aua F'..-a . . . ., . .... , , r.n,.."r L\ItJI'"1 . .... .... . . '.' . -! AND SIDES STAltDNfD rCURB .. (J(J7TE~ ~.EXIt.JOINT (REIKNE " RE1'UCEJ NOrES, I. ENTIRE EXISTING CURBING SHALL BE REIKNED " REPUCED. 2.UJfI CURB .. TRNfSITIOII MAY BE FORI/ED AT THE OF CURB COIISTRUCrIOll. ~.COItSTFlUCT WITH ct.ASS A UOOOPSlJ CONCRETE. WHEELCHAIR RAMP , 12' 12' L IIIAIII CURB MID GUTTER ~'/" VI~ DESION , PROFILE I GRNJE , I ().()206 , /fL .-.- s..J PLAN VIEW , ~ "C' ..".sJ I I I I I I I I I '-- 1 . I~ . '14./' · - "'~tALL '11M UIf~S IIUST IIN1frNII QGIC 11III. eN<< rrTffMlSITION ) , .n . . . . . '. . '. .' 1t ... .f.'. .. '\5'.III11.N:.SJ:. . IfOAl11IAY UllDEffDltAlII tTYPE S-I"J L- , 11111. ~L CEIIENr 98X IIAX DEIISITY (300 PSI. 7 DA'S J .. 1I111.SI' AaUZED SUBGRNJE 95X IIOD.IIAX DEIISITY AASHTO T-I6O .75 PSI FEN ~<" ~ ~ " C Inlet IfOAD/IAY UllDERDRNII rY'I! .~ "'-- . tJUrT~ii - ....... ~ ~ 8 .J to , ~ ----------- . t-L I- ~ -I" , -, rj {~. .'o. '.' T . .' o.- ~,. . { ...... ' . . ,'..... " .'.." . '". '. \ .' ..... . ...A " ....:.......~. .,:.~....... .~.~.......~... .'A'~ I_ ~0(1 _I ~ ~0(1 J 25' · -I- ... 24' 6' i . 20' 2' 5'! 4' T DESIGN I I P~~ I . -MIAMI GRNJE~ ! FJI~. ! CURB AND I rrp,'O' · GUTTER ' CUR fTYPJ I 0D2.OB ' /ft I OJJ2OB ' /f, : ~./, .. ,'.- I I,. . '" - ---- 'if ',I' .... . . . . ~ '-.' . , l '.' . '" -' . ,., r",.,.fI...- ~ L-,. MIN.~S.c. (TYPE S-II/J 6' MIN. SOIL CEMENT 98X MAX DENSITY (300 PSI. 7 DAYS J 4' r j W/'_ 1 ~~blJllllP'$A~JIlM1::. ~.. ". .: .., .:~. '.' . ;,. .': ~,'. ':::. ~ .~Vbnmt'.w~~~ II ~ ~w \ e 6' THICK AT DRNEWAYS THERE WILL BE AN EXPANSION JOINT EVERY 20' AND A CONTRN:TION JOINT EVERY 4' PL.AN " TYPICAL PAVEMENT SECTION r INLET TYPE 3 INLET TYPE 4 SYMMETRICAL ABOUT C 60' RJJJN. ... <;: -- . "4 4' SIDEWALK\ ! 5' 2'. EASEMENT. _\ lTYPJ J5' ~ SE. kA trf~ A . wrr~N To Be PaId I Umlts Of Inlet Construction To 88 PaId For As C,& G. T For As C.& G, F.L Of utter lit : .3' - Cf 6' - Cf + .3' - (1 .3' - Cf Gutter Gutter Trans, Trans, .3' VALLEY GUTTER & TRANSfflON DETAIL . . %./.0 'JI~. .SCREW-TYPE" CAP GRADE, ~ -~ FINISHED 4' SIDEWALK lTYPJ r~/8" DIACONCRETE ENCASEMENT AROUND CAP v .. ; '. .~ :,~,' ~~., RE-BM (2 E~H) ~'~~'~":" "',' .'. . " '. .~ POROUS MATERIAL TYPICAL ENTRANCE SECTION SECTION BB (TYPE 3 AND 4 ) I r I 4'-(1 , I' - 6" I' - 6" .1 I ,_~ I 'US , ~MIN.STA8IUZED SUBGRADE 9SX MOD MAX DENSITY AASHTO T-IBO .75 PSI FEN ~ ~ ""'" ~"""'-t:.. - -~ _r~~ ~ 5' B Canerete '" ':' ~- :5__ ~~ I I' - 9" 4' - (1 6" DIMENSIONAL SECTION ~ , S88 Nae ~ No. 4 ~ L...--- - k[ 6" Concrete Or tr BrIck, ~ - NOTE, THE XJO PSJ.' DAY SOIL CEMENT BREA/( STRENGTH REOOIREMENT IS A FIELD BREN< AND NOT A PUG MILL BREAK SIDEWALK DETAIL FILTER NX;REGATE (e)_ No.6 Bars No.6 Bars /it go Ctrs, \ No. 6 Bars -=::It[ . No. -4 Bars lII'f /it 8" Ctrs. ~ ~ Both WUjs .. - ~ - -No.6 Bars Unless go 6" 7~" 7~" 3' Otherwlse S/r1Nn __-......No.6 Bars /it 9" Ctrs, 6' CORRUGATED POLYETHYLENE TUBING WffJH FILTER F ASRIC ENVELOPE (FILTER FABRIC MUST BE APPRCNED BY THE ENGINEER} 8" 6" - 24' ,~~ ~ ~~, No.7 Ba~~ I" ~Bars /ittrCtrs. ~ -.I I 24' 12' 12' 12' END SECT/iON-ROADNAY UNDERDRAlN CLEANOUT . ~ ~.R~ PAVEMENT . ::......~.~ .f.,.:"':'~ ,'.'~ ~<Ii//~ ...., '. ....~. .......,~, .... 22/?/~~/~ /\ ,- JoInt Seal / "'-~"R ( ., .. ' "f : : . , ~ 4' - (7 DIameter ~ .. .. . " . l : :, " ., '. Cone. Pav/t. fh , '.. . . REINFORCING SECTION 41-0" DIASTRUCTURE BOTTOM (SECTION AA ) Co - F1N1S1f:D GRAIl: I ClKRETIE ~ M"' > ~rrJYf.}fOCK ~ . !SEE IfJTE ~ FILL~ AT IKlTH ENIIS : _VENT IIl.E -I'l.fil< PI T IIrNItE 21 MTILE IRIIl PIPE~~ --J - -- /'J\ 4'. 4'. 4'-l)" ~ ~ I'STAlII.ESS ~~irsJ~~D ~D BNClJN> / "- ~' /<~ I\) , :. . .... ' . . .' .... .....~ ...:.....-- rA . . . . . . . .' . .' . .' .' . . .... . . .. .. " .... " ;. .:. .' 4 '- dll Exp. Joint Jo! nt F if ler ':~~i!#~Pl..su.~$f;,.':~.,.~.. ":"':'.:. " . " . ',. . : . '. . . . ',' :/' '. :1 . . ./" "I.. "'- ...........6 Bars D go " ..... /,/;~~~~ 1.0 .11) ~ ~ I V 'r ~"~.6 Bars (Typ.) . _~ ~u ~ ~ III "'" lU I ~ / )(1 i ~ ~ & ~ ~~ J · ?< " i ~ t:5 / \ '- ,,'--.... ./ /. ." ~ '- /./ "''\ "-.. / ~ 1 "" to ~~~. - -~~ ,.. 'tl.6 Bars" /.,/ ~6 Bars ~ -x::.. ?'7 ....,... ............ , .-- ---~.. ~ \ - '\.............. 'FrOft Of Curb ~- Back Of Curb .6 Bars D g- LA "5"0 Concrete Support Post ~ II) ~ ~~ :~ .:........... I , ' . . . ' 2"R " . : .. MIAMI CURB DET AIL F .D.G.T. TYPE '[Y CURB (,J Index No. 300 Q 6" r - 6" ~ C/L ~ rooi::ll . ~ "" ~..: ..........--.....' .' . . . .. .. -.... ..~ .. '.... ..... ~ ....... , - ---- T . . . '.' " '.' ., ..'.. . .".. I ' 'f.' '" , ",., I '.' ., '.' ., . , r ~ ~~ ~ T ABLE OF VARIABLE DIMENSIONS DIMENSION J'-6' 4'-<J' A ~g- 1'-6' 8 r-Ef 1'-5' C ('-go 1'- 101 o 9" 7{ ~ b I, lHN C(H)TRUCTlOIl IS lfITHlN FOOT JIIlISDICTIOIl" AOOITIIIlW. 1l00IREIENTS ~ TIE UTilITY IICClMIIlATllIIllm SHALL BE lET. 2. CASltIl SPIaRS, AS SPECIFIED IN SECTlIII 33.4.4. ~ TIE MlW.., HAY BE ~OOIRED BY TIE CITY OR HAY BE SUlSTITUTED IN LIEU ~ I<<XXl SKIllS N111W1lJN> STIW', 3. LARGER SKIllS SHALL BE ~llJIfEl FOR PIPE !HATER TIWl 24' DIAMETER. 4. lH~ PRACTICAL, CASJN> SHALl EXTEIII II' BEYIIII EDGE ~ PAVEIENT NIl SHALL lilT BE LESS TIWl 6' BEYIIII EOOE ~ PAVEIENT II Nfr CASE. TIf: CITY MAY IlIlJIIl LlIIIR CAStIli FOR IEEPER _s. %~~ - f}~ .'" : .. . .' ,.,::, ., '. \:J c:: =v, ~ -IN - f"- \..0 \ I Ilt!J!l"M:r~ ~ FILL ~ I -/\ ~~ ~ :::: \..0 SLAB REINFORCING INLETS 1,2,3 and 4 USE COARSE SAND WHEN PERFORATED PIPE WITH NYLON MEMBRANE IS USED (SAND TO MEET FD.O:T.SPEC!J02-4J 0',':.:::.":":":" : i'-- 'lif..rE"I-':'fENE :" '!A$HEfJ. PLASTIC OR 70 ',SA*.D.1'I/.J,., LB.FELT I~ WIDE ~ 8" ~ 2/ - 0" J ~ BORING AND JACKING DETAIL ~..- AS-BUILT REQUIREMENTS ...~ ":.: ..: ,~,,~ I ..' e ADS UNDERDRNN W/FILTER SOCK CONFORMING TO AASHTO M-25I.O QIft IWN. * Note ( I ) : When used on high side of roadways, the cross slope of the gutter shall match the cross slope of the ad ]acent pavement, and the thickness of the lip shall be 6", unless otherw! se shown on plans F .D.O.T. TYPE 'F' CURB I. Storm Dro/nage 0. Top eltNatlon (f eoch monlrJle fromfJ ond COier/grate os well os 01/ dfer $fructures fH<<Jdwol/s, Codrol Sfrl/fAUr..Wtlr. " Skf""""..fIc.J b.lnverf elfNatlon (f eoch line tderlng and leavIng each structure,lncludlng underdroln pipes. c. kfuol grtJde (f ,Ie pi/>> btJIWetIn ,Ie structures. d.lnverfs (f 01/ Mitered End SedIOM. " . . '... . ..' :...,. .'. ~. TRANSVERSE SECTIONS FOR INLETS TYPES 1,2,3 & 4 L- " I- "'11111. -I "t 9- ~ ~ o ~ ~ lO DATE DESCRIPTION DATE BY TYPICAL ROADNAY UNDERDRAlN & BY R BVISIO N S DESCRIPTION SUBMITT AL DATE CITY OF WINTER SPRINGS FLORIDA DATE JAN,2001 DESIGNED BSA CHECKED OMS BoWYER-8JlNGLETON & ASSOCnATE~ INCORPORATED ~~\ BY DESCRIPTION DAIS REV,PER OA & CITY OF WINTER SPRINGS & 2MB REVISE PER CITY OF WINTER SPRINGS &. DATE 3/22/01 CITY OR COUNTY 2/20/01 12/13/00 W....D. PAVING & DRAINAGE DET AILS SC~E NONe FIN~ APPROV ~ 5/14/01 PROJECT NO. BTRI-201 .......11.... . PLA."'''. . .u.v.v...a . ...v..O......'AL 520 SOUTH MAGNOLIA AVENUE : ORLANDO, FLORIDA 32801 407-843-5120 . FAX 407-649-8664 ENGINEERING BUSINESS -1221 FILE NAME BTRIPPO,OOI SHEET 20 OF 25 BELFAlRE BID SET AS-BUlL T crOp I) (' r- ^.~ ,-\~~. ' l' ".j ilJ /".~. L... V.f! CTy,.AOr''''w - I II , 0 4. IIoIIIr1M tDp TytIt 8 ... ,. ~ oa;.Ift11I<<a or ",.., _fh COMIrlll1lkltl or IIrId. COMIrlll1llM For -.Ie DI1IIIIrlll1llM"" _'" /ifili ". r"~or-' IIrIII ,. "" _ . ,,,, ..,ntng wall unit. M ~,Ic _ ... ,. 1Md. 5. __ ,.. .,..,,. _<<I 1D Itrualur_ /1y IJpftonaI DI1IIIIrudlt1n jdtt. . #Dttn Cln S"., J tI J. 5. /IH Of """ ID ,. tGQt welded 1D fr_ tI ttird pit. or (/f0lht/ tI 'Nrd PIIItt. with IflOIIY rtrJtaI_ II/J_ tI fill JIetI IflOIIY 1 7. T", etl 10.__ I. ,,,, ~ for tll prw/_ fttI1I' fr_ Itrafflc fypeJ. T", 11I5 Ib.__ I. "" ~ for ., pr.".. ~.. fr_ (trfll/'frafflc fypeJ. r d q- e~ t ~~j ~ GENERAL NOTES NOTES (TOPS.FRAMES.AND COlER) - TYPE J ffEI/IFOIfCI/IG (JI> . F/iX)/I/ SLABS .. . r erllS.lJII. ., . rerRS./JIf. '7 . rerltS.lJII. ., . ,. erl/S. /JIf. .7. rerllS.lJII. .7 . rerff$.lJII. l5' .7. f{ erltS.lJII. L_"_",..".,. I__AI__/ft__..."" _ . r."_ _. .... ""'... _ "'-_ ,.... __ 11iIIr_ . I".,. _,.,., fI ""'". .... ... It.___ _ ""'.--.. ,.. _ "'"..,., -/lrt*lle.. ~- _ ..."",,,..- ..".... ,,,,.. -_11I__"'" Mrll.t:-ff, 1..._1. AU II. Cft.'*- ..~___ __.. .....__ _ " 1/-*"'''__'''''-' f't~p HfIIe t -Ito.' 1iIIIr. I. lilt... w. .,.., '- Ilhl_ __ ..... """.",. IIrIwft /ifili IIrIIT,. IrIoIed wItIr. Indlot1ltt1. l. __ trip TytIt 7 #1W .,..,,. ~ ClaM /I filflcrfllt. CClnor'" . .-rltd In ASrM c-4f8 "'" ,. IMd for pr.., unit.. _ 1Itntr0l ,., _2. J. __ trip Type 7 #1W "'" ,. tI OtIII-/~ or ".., DI1IIIIrudltn T", tlfJI'- t4' I. for pr__,.. /ifili In IItu ~ dotteI& Fr_ /ifili .. fJIItd,.. fir. ID ,. fI//I/IftttI ... .. I. ,.., _ . }unttIkItI toM. Fr_ CllIIl ,. tItIJUI1IttI with fr.. _ III ell( otJUr_ tI 1Ir1d.. "-Skid Surfaoe NI fW~or--' Ito.' 8t1r. E/tflIPI' .Ito.' 1tIr, SIrlwA /Jar. SPtIOIf/ . ,. CIttIr, IttItt WClYI E /tflIPI MIddIt 8t1r, SIrlwn . 7' CIIIIIr& 11118t1r. wfth IICI SNndtIrd Hf/Qt, CortIwI /ItItITOIt. 4!l ',Or E IfI/ItI1dttI In IitIt:ItlrdClnO 'iIInh T", SIGb fW~or-' DItoII SIrlwn UfIdtr o,;IontII Cottttrud/tJn Jo/tt& S1IIIt No.J ~ J.E/tflIPI NI No.8 /Jar. AntI No.6 /Jar. NtuIII __ o,.dng SIrIII8I HotbtI. ., 1iIIIr. of.lWt#.-- " _ .. ... <<l.... III . _ ..". f*le,"'" -. -..-..... - -",...... -.-. s..4" 5. 5. srr-.-. _ r_ J _ ,. ..... _ ", -}tntIIM _..... _... r_ llt.J.of.5.&a_ 10._ .. _. }tntIIM au _ __ _ 1ft ,.,,,.,. .. _ __ ......srr-.-. _ Tp J,III.. ..."_III~_....._r_7' a.....___ - __ _III..".... _ __...... ..___ __..... _. _ ",,.,E.- hi "'* lID ,----...----- -"- 7. E..,,_ 10 _ .. ...........,.,..,_ _ III ,..,. _ _ _ .... r.- _.".",,_ . ,..""".",,,.-In __ _,.. ""'.-___ _ ..... SIrfIIt/II EN E_1lr ,.""""..,..,.- III UtII or 10 -., _ F. r. _ .... s..'._ ...s.. J " 5. ..MRl.....__ _________ ..... __ ".,. ~. _ ~ f>f ... _. __.. aT",..,.,. f_ _ __,..,.... _ _ __ fI_. .., """",.. _ _ .. _ ..,...,.., ",...""" _ "",,_F_ ....,.... 1ft..... _ ""11I.. ",..... _ _,.,11I." 1M. t" ItoIM l)" o.pr.- ,.""otIIIon NuttIIW ('1fT'. J OOTTOM VIEW '-Ii' FRAMES f T1(>> A Or , ItIw 6' 6' or . 4 HtIop /Jar I Arc J S- Size M ~ fW~or-'. ItIquIrltl E /tflIPI 'ill"'" ItIpIaoed By ""'plWlII fW~or__ FIlIft Ed Cor_ s.. IItntrIll Mdt 110. 9 J. r. _,_ _ _ _ _.-..,. fIII...."_ r. _ ,_ _ f. 7WiI J ..... ".,.. " "*" 1/ .....ClIlW-. . ..._ 1ft Mr II. c-R, 1 ClIID Iff J... .. _ ", "" " '*- I .. '*- 11 = _III"..,.. ~_IrI"'" ___,.,~, QIIr""v -- ,.. ,., ....... " ~...,,.,,. ,,- .. 1tIr. /11/ NtuIII JI~J~I ~ I,tl~~! 11~1 0 ~I ~I Ij~ l' 7'~ 10' ~ REINFORCEMENT PLAN 5'~ fi 15' ., . f{ CTItS.U. l' 10' r~ ., /Jar, FIlIft Ed Corrw IIIIInfInd TOP SLAB REINFORCING STEEL DIAGRAM TNot_ Of Strualurt ."., TOP VIEW OIIrIIII t" RoIM l)" DI/tIrtRItI /t1tfI1f1otl1on LItIr TOP SLAB REINFORCING STEEL DIAGRAM SECTION TYPE I For III1ttrJM ! ~ · 1- f ~ ill" . I~ Ii !I CI Ie ! ~ it I I :1 PLAN TOP VIEW 10. Drtl, J'-ff.4'~.6'~,7'~ 0IrI. SECTION TYPE 7-T (TRI>FFIC ) ( H-20 ) .. One C4lII .. . 1l' Ctr& IttItt Ir., IfI c.w iO' Cln:rIN ."., . WEIGHT OF CASTINGS · Ilt!;1 f._lh'l d Ib tl~!;1 .',111 . ., tlll~1 8' TytIt C TytIt IC TytIt 8C Cllw 8' Brld. Or CClnor." 0ftI CagI 46 . It" Ctr.. 8dfl w.' In CMtrr ill CClnor'" W.' Ill> Lb& 134 Lb& 9IJ Lb& 212 Lb& tJ,'*",....".......... __ _.."..",.. _.. _... I/. ~ _ .",. _ ,., _ . . _ f.. f"",.".... .....""._...,,.,,.. 1It....... ,., ..._ _, ""'" .... "*"'*' _,. __, ....... _ .." "'. 11III_ .. __ .. ... " ...,. .,,,..s.I/ "",. .... -.. ,,,,.. -,. ."",..,-.,.,~,."" --" """'- ,... __, _ """"__",, E......T'* _.....",. _ ..... .. CAST IRON ....L '~ ~ . ~ .s..SIGbTaIIII .. ""'plWal8t1r. Or Stralglt End Eflli>>d6Wt, M4' 81 UM In /Jeu Of SNndtIrd Hook,,'n kJoortklnol With o.lI1",ndu 11o.2OI.SII.J Of 5 N..TERNATE 8 ALTERNATE A SECTION TYPE 8 MANHOLES ALTERNATE A ALTERNATE 8 Y.4' TYPE P FOR INLETS. MANHOLES AND JUNCTION BOXES II ~lr ~~. COVER FOR ALL FRAMES .. /]. F. _ _ )uIcf/M ... "f. fr_ _ _..-.f.. ., __"IlJ1, ._,~ .. TYPE J FOR INLETS,MANHOLES AND JUNCTION BOXES SECTION f!:! ~ b':' :1 ~ fA ~~ i. li iil I~cu PLAN I STRUCTURE TOPS .. ~ CtraIn Ctlnnlt:l1on To Gralt ~)j i-- Grtllf/eJ......... I EYE BOLT ,AND CHAIN REOOIREMENTS Eye /.MrIt1Ih Bdt. Of a:tr1In ...,~ ...,~ ll,/ .. c:I <.S fi CtraIn . Cr1Id $/Ii& s.. T.. FfIr /MI(/ItII. Ir"'" CIrJJ~ng Twv GraItI T""",. ,."",. ,...,. ,." For E.. HOIttIIIIfJ. CoItI $/Ii Indu ,."."" tIT RETAINING WALL TYPE C Htlnd/lng . """'t. nll1J CJ5r IIID1f IJItIJ'E /II1T f'E1IIIfTTED 01/ IIItET Trf'E D . Slide " SlIde . SIde " SlIde " Slide " SlIde Slide " SlIde . SlIde " n n n n n n Ell 8rII Sol _ ltI TytIt C J' - r TytIt 0 4' - r TytIt E 4'" r TytIt C e- (f TytIt 0 J'- r TytIt E J' - (1 z.t4'~ z.t4'~ ...,~ ...,~ 1'~ \'-(7 r-'orGnllt LL-L-w rl rtJ1;Ir bt jt~ HALF SECTION CAST IRON GRATES (I/BJ 5 S V A tJ!fJ 22J BO B/ tR oj', I( r OIrI.~Type l)" TIrttItItd Stral9lt Eye ItJit '~CoItI $/Ii , " n n n .". _41Jtt1, . Il"crr.. C ~-ff 2112'-ff Ht1If To T_TNr.IrftIITNoI._ IIt1ItI W"'" IIItWIrI/II G (/fait I. I/II<<IIf1td."" tir11M1t1II.fU& ...,.,. /ifili 0IIId Mi. 1IIt1II,. (JI1ItMnIzetI In _... with "" II1Idf/ot1lfoflll f" ". (/ft1l& CwI tI .. IIIIIt /ifili tir11n III ,. IfrfIIUt/ed In ". atrIrtt1I unit prlot for ,,,,,,& ..41Jtt1. . Il"crr.. E ... 2 FII err. aIt r FII Or SlIde . F 1dt SECTION TYPE C ~ 1IuI_ "''' SIze, l"-(1 '111/I.'''''' Y-r_'H,.,,. n I 8' ,. /ItItITOIt. JIWg/t 235 Lb& SECTION TYPE D ~ ...._ ,.,,. SIll, Y-,_.H,.,,. 4'. r "... .. ,.", 23J n 6'-(1 U""'" Otltlrwf. SIDtm Q) PtaM J'.6" U""'" OIIWW/. SlIDwn ()I PIClnI 8' G 8' ~ 2?'~ '" ",... urn S1fdt . n S1/dt Or Slide . I 4'." 'I !~. 2J4 BW n EYE BOLT AND CHAiN FOR LOCKING GRATE:S TO INLETS _ SIut:IIn ~ Type J,IIIt.B ~ s.. Indu No.toO. STRUCTURE BOTTOM TYPE J FOR INLETS TYPE C.D & E ~ .., UNE OF MINIMUM EXCAlATION FOR WALL CONSTRUCTION (DRIP UNEJ TOPSOIL B~KFILL 8MIttI l)" RrJunt CtlrfrK, TYPE C S1rrtIf1t 1JttI. l" ><1 -~I(I "",,,,,,IC 1M ~--/..... \~y \/ I I I I I DRIP UNE~ I I ~ .. ~ ",b ~ :1 .. fA ~~ .1 Ifl I,,!~ """"75_ I ,1; . 5' MIN. 5' MIN. GENERAL NOTES I. T_ _. ... _ ,. ...... _ ".,.""., ... .., _ lID .. _ I~ -. ."". .. _ /If_ __to '",...,tr",Io''''' /II"" 11III to ..__ 1ft ... __to .....,,__ 1t.1__.lID.__,. _._ __II'IIIro~".1I ~ _._ ..__.._s.w___ftr-. _ _ _ at... ....... to~ __tr___ _ r", rr___.. ___ ,. 11III__ .,,,,,,"'" If. s.. ... ..__ --..--.-.".,., J.E_ _1"""_'- ....._ .._.__ _ ../_ .._ -tr__ _ s...- .. ,.... .. ,_ _ rr__ _ _ .. _ __ ...... ".",. " ..,.".,. _ --, ,,,,..,, ...- Ift,.,,,.,.,_... _"""_"'-1 """'ad ."" ,..-.. ,., _".. ". ... .. -._ ,.. ".. .... ,.. ,."".. ""' '" ~ PLAN Q ~--- "J !T I / l=t---- / ----1 -r-=--I- I I I I - - - ~ - - - - - - -..=--.....L-- - -1_ - - - - - - - -...--r--- - I /- --( " TAPER WALL '12- PER FT. TILE DRAIN 30' MIN. to.... "'I. NEW GRNJE TYPE H ~ .. GrtU i,." Ft. 1'- " 1 //1 I Q I L n- -=- -=- '::. ':::. == !l ~ GRAVEL FILL IF WALL IS MORE THAN 2' HIGH ...-- ",,.--_..,._* ,.", --"".. ,..., - - -.. - ,. fIr. FOIf AU. !iTIIJCTURfS UNLESS EXCLIJ01ED Br SPECIAL OCT NL ..4 are . Il" err.. i \ \ / " I / /), ~-'-~ DRAiNNJE STRUCTliF?E INVERT .f 5.11I"'" ,...,.,.. _ ... " _ .. to. __ ..~lID.._.._.____.."ft_. ......_ _ .... _ _ f.. 1ft ,.. ""/11""" .. ......._.. _ CWllD. __ lit __"", "roe,.. - ~ - .. ,.. '"..- .... r. T,__ _ __ lit l1t/"'IfII"",. ".,. "* '/If. I"",. /IIIffIttI. IIffI _ ~ ,., _ f. .. "",*""prlt/1fI ffItI .. rwPrtII r.-r...-. .., SECTION TYPE H __,.".sm. Y-(1_-H ,.", 1"-'_-,.."'" ,->>,.". TYPE H CClnor'" S1G6.J' l)" ~ ITffot. . fftI~orl>>l1 wnh fIIIIf 6Jl6 - W/.4//WI.4 TREE WALL DETAIL NOTE, I. ROOTS PENETRATING BEYOND THE WALL LOCATION SHOULD BE BRIDGED 2.A DESIGN OF A RETAINING TREE WALL IS REOUIRED IF THE TREE WN..L HEIGHT IS GREATER THAN 2 FEET. DIUENSIONS AND OUANTfTlES M ~ <:}, ''''' J II SODD/IIG I SQ.YDS.J 0 X A B C E F G SlnDIt 00uIIII T,'" QJtItI. II SlIrI/II 00uIIII T rl/llt QJtItI. SIngle 00uIIII Trlrlt QJtItI. II See 1Itntr.,., No.J. PIpe PIpe PIpe f'tpe PIpe PI/II 9E PI,. PI,. f't,. PI,. "''' s.. S"", 5 Of 6 For ~ IsltIb Ouattm_ E I t I ~ I .... i:= ~ .... , , '- r- . L- .... ~ '- '- .... $= f- ;,- .... Ie If - 7'ft' i;- .... ~ [I .... ' ~ 1= rA~' ~ I ~ ~ - ~ ~ - ~ - ~ s> - l]()' - , ~ "" ~ I ~ f- ~ IN! IfiiI I 7_ 'I - ;- .-- B f '- t: I I ' "- II, ' t:: - - ;.- j:: b. 5.42' b. 6.2!f a___ prllllltwl Ill."". lMI ~ /J' nMard pi,. ~I& r ~ - ;- 4" '- 7' ;- - - o 10.40' 010./0' a___ prllllltwl Ill."". lMI tI 12' If<<I11ard pi,. ~I& ~ ~ =-- - - 0-- - ,.... - r-- ir- ..... b. 0 Canlnft". IIrIII,. ..,.". ID forlll IIrIdgt aor"" orf11fft ~ pipe. s.. ~ 1IIIow. 0- ft - ,.... - r-- r tB: , , i:- - ,.... - '-- -' '- :,- 0- '- -' - - - ~'.q I -I I /~ Slft1IgIIlJttI, l" ><4 _'i'. , ........ J/5 1M t:! "-IfI..-" fIII_. __,ft""......, _,..,.,.. __"",,,,,. f. -1fI sr. ~ ~ '" ~f? I&.I~ . Q ~ ... ~ ~ ,.... "1 ::::: :;) > V) CD ~ ~ ~ (!) ~ t I ...- "F. k." .ili.1 ... _ ItIIu _14 TOP VIEW - MULTIPLE PIPE - 'e;.- ~.' ." , \ ;J;:.~~i,'(l~.;k)~' : . .~: . '~i"~~ ~. ~.j,~ ~~{<'; . .,._" =>' ,~,,~~L t..,.~.;..,. ,0. '. "6:-"~ ~'~.'-"~' "I~.;l"':" -:~ . .~. .'_' ~ .~~...... "...... I..... -:~ .-'r.... .' '~-)'j?:~:~:~'~'~)"'~ '.:''''',;' ", ~.': : .' ~0.,~~~..-i..~~~. ~....'~~:~'~~ :- ~.:\." :-~ _' ~~'~f~,":{':;~ ~f}4~~ :'.:.- .~ "... _ ' ".' '''''ilL' ;,', .11. _~, ,~, "i~-" - _ .~.,; '"~'1'1' .,.~,..:~.. .~.,.-_.', ' .~, ....' ~ I;:'. -~ ~.'~ - : ''':' ~ . . _. ~ ._...~..... . ~'" f':',: ",' ,,,-. ~ ~. .\".-~ '~,,-' ~;.~~,..~,.J:'~ -.,. "~ "', . ~"., -'. ' ...'~\ ~h ~t~..,,\ :.l.~: ~ , ::-:. -~~"!&. '.I"~~;' " ... ['''':' . ....... ' J.. >~~W' i....... ~"'1 . ..- ":"" . _ .. --. '" .,,~ ~ _': . ,;, . ~.. '~'k - ~ ..' ,.. - ,.,- ' ..... _~ ~ ~~~ -l ~i"':\I"""~"/"'~':"''::: ;;.},~ . ...: ; ~...' ,~~. ~ ; ~'" '.".4p. . . .', ..' . . . ... .~' ~ '~:_" ~ I I I_I I_I A A .J -4 DOIWELS - 12' W.. Ie" 0&. (FOR COIINEcrlON SEE DETAlIL THIS SHEET) PLAN I I I I I I I I I ... 5' MIN.~ I I I I I I I I ~f4- 5' MIN. 41t4/w41fWf., WWF . .. .. . . ... . . . .' . .' .'.. . . ~ DRIP UNE ~ X ~ POST AROUND ENTIRE DRIP UNE OF EXIST. TREES TO BE SWED - I.. ~ 1 t ~ - DRIP UNE ~ X ~ BOARDS ATT~HED TO POSTS fTYPJ GROUND 5<<1./ ~ ~ 8MIttIl)" Round Cor"". - :::::.. -...".- "/- \'\y \/ I / f I I I - - - - - -~.-L--- - -1_ - - - - -...--r--- - I /- " 1 ( I 1 I" I ~ - / -=..-=..-=--=-~~::;. \ \ / \ l'l~ - ........ ----~ PaId ForM f't/ll CuIwtt1 E F ("" To 81lfrf11Ut/ed UfIdtr Urtf"'a For 1ItIer<<l fnd SGIon J ... SECTION A-A !l . IIffERED END SEcrlON t CtONC.SPLASH PAD. k~. ,NOIfIIAL FOOTER (\,J ~ 0.: a. Q: ~ ~ ..:.:, AS-BUILT REOUIREMENTS I. Storm Dro/noge a.Top eltNat/on of each montrJle frame and COler/grate 0$ well Q$ all dIW $frudurN (Headwtlll$. COdrOl SfrudurN,Welr. " Sk/mmer'.flcJ b.lrwert eltNat/on " each I/ne tder/ng and IfIfN/ng each $Irudure./ncIudlft(J underdro/n plptJ$. c. k:lual grade of tM pipe lJtJ/ween thll &trudurN. d.lrrvert$ of all Mitered End Sed/OM. fA 10"'" I. - SECTION ~ . II) ~ ~~E~-~~.~~~~ .., CONr. 6''''' ~ .S COItT. CONNECTION tMT AIL .4 It1r DET AIL PROTECTION TREE ~ 5'Sod · ~ . of of MIter ,To ,.,,. For f't,.. /8' AntI Stnt1IIIr. 2 ,I For f't,.. H AntI lArger, 2 of MItw . To r>1/11 For "'''' /8' AntI Stnt1I11r I .lfor "'''' t'" AntI L1Jrger. ~ CIIlIr:ntI SIoO. J' Or ~ 'ffot. . fW~orl>>l1 WIth fIIIIF 6A6 . WI.4//W1.4 In /~ MITERED END SECTION TOP VIEW - SINGLE PIPE Mff~ND SECTION SPLASH PAD gT AI'=-. 10 If) ci5 If) Q ~ <Jl ;::: C\J DATE DESCRIPTION ..VIIIO N I DESCRIPTION DESIGNED BSA CHECKED DMS DATE SUBMITT AL CITY OF WINTER SPRINGS FLORIDA DATE JAN. 2001 BoWYER-BlINGLETON &: ASSOCnATES~ iNCORPORATED SCAlE AS NOTED DATE BY DATE BY DESCRIPTION BY CITY OR COUNTY W,W.D. 12/13/00 PROJECT NO. BT RI-201 rILE NAME BTRIPPD,002 SHEET 2.1 OF 25 PAVING & DRAINAGE BELFAlRE DETAILS rlNAl APPROV Al .......111,.. . IItLA....... . eUIVIYI..Q . ...V..O......'AL 520 SOUTH MAGNOLIA AVENUE : ORLANDO. FLORIDA 32801 407-843-5120 . FAX 407-649-8664 ENGINEERING BUSINESS .1221 BIO SET AS-BUlL T c r.p 2 [' r' r,' 1..' t... I [. \J I ~ Q) 1\1 .... II) I ..... ~ > ~ ~ ~ ~ ~ ~ -.J ~ ~ ~ ".,. ~ ~ ~ 1 t g ~ 8 ~ ~ Q:: ~ ~ ..:.:, ~ 't O'l 9- 'It ..... ~ {\J "- \0 DATE I I ~ l ~ -- " '~~ /0' K"" & 8 NOTE, SlOE SLOPES TO BE FABRI-FORM FA/JI'tl-FOftM FI'tOIrI W~/1't Cl't~sr TO 5' ON TO TOP OF BANK EliCH SlOE (SEE SHADED AREA), A U1f' ~ SQO UIIII'S B 7/>4 1'f-'= ~'" SKIMMER TOP;;?' ~ WE~ST -fY WEIR TOP ~. FI/JEMLASS SKIMItIER~ ,~ ,,'If. T ,IQD &4" ~ . . - . . - . . - . . - . . _ . . _ . . _ .1}M-l'..~I...J!'. . _ . . _ . . _ . . _ . . _ . . _ SEcrlON B-B A LPOND 5,} ~L.3.5 VARIES VARIES , ' \. \, "~ \ \ \ ! /25''tttErLAND BUFFER&~ \, V \ \ \ \ , ,\ \ , , I , \ \ ...,--_--.:---, " " ". " ' "'I" '" '- ,\ "" "& " \ / , tlET'LAND. 11I1'K:'T ..~\ , ' \ \ \ '\ '- , '- , '- , '- , \ , \ , \ ,\ ~. FIBERGLASS SKIMMER DtSAPPEAAING GREEN 5' PLAN VIEW <<IITOII 01' /IIO/ID ~L.~ CONCRETE WEIR T J).B. RETENTION POND No./O TOP EL./O.o BOTTOM EL.-6.() D.N.. EL. 6.0 10 YR./24 HR. D.H.. EL.88 i 25 YR./24 HR. DJt.. EL.8S 100 YR./24 HR. DJtYf.EL.98 2 POND TYPICAL SECTION RETENTION POND No.20 TOP EL. /0.0 BOTTOM EL.-6.() D.N.. EL. 6.0 10 YR./24 HR. DJt.. EL.8.3 & 2S YR./24 HR. DJt.. EL.88 ~ 100 YR./24 HR. D.HYf.EL.98 Ii:::. POND F ABRI-FORAI NWL _ _ ;Jf..g~~E.._ B \ , REFER TO ICrIJAL POND CROSS SECTION FOR LOCATION OF FABltlFORM . Io~ 3'd' FIBERGLASS POSTS ~ ~, .. O.c. (10 REOUIRED) SKIMMER ATTICHED TO POSTS 11I/ ,. IN/e-. BOLTS III/WASHERS .. NlJTS SECTION A-A Ov'ERFLON WEIR DET AIL ---'-- " , " - 2cY"D.R N. ESW. - -- " , "'/~ , , , )^ '.\ , i<fi. \ \ " , ..~ \ , '20 , \ , POND 10&20 WEIR No, WEIR LENGTH WEIR ELEV, 036.0J'l & D40 10' BJ) ~ SKIMMER TOP EL. 9J) SKIMMER BOT. EL, 7.5 TOP BANK 10J) ORIFICE NONE x 24' -()' y 20'-0' \ < 25' WETLAND BUFF~~~ , 'ErLAND IIIPK:T &.0 " - - ,- ~ , " :, ;', " . \ ~I/, , " - - ~ " ~ I~ \ fi \ ~IA \ ~~ \ , Ih~' -"~ ,,11\1,- 1/1';' \ "II~ 111" \ "'/~' \ ~I ~"I ''''~ \ I \ \ \ ~ " , , , , , " -- ~.--\ \ " ~ \ " \ ~ , , , , , , , , "" , " " " , I. T~ AUJMIMJM SlCIMM~1t r 1 ~~ Ih~:V.~.~:'~1t ~ -: MOUNTING BRACKET DETAIL & SCAlZ ,,. - ,. to \ " ~ - lJ____ ". ~ ~ ~. x ,. GAl.V. THItE~D ~ WASH~" . MH. TIICIC W~LD AU. 'A$T~IIEItS IIFTEIt AS$EMBLr. ~AUJMIMJII SKIMMEIf - DI~NflIItJ t1REE 2' TYP. PLAN SCREWED END CAPS &, PVC CROSS SCREWED CAP DRIllED & TO 5D' ORIFICE SIZE ORIFICE DET AIL BY DESCRIPTION II i/ ,,'\H III I" III ," il ~xlst!n9 DItch IIIY-" '- III ' \ \ I" " 'D~I \ II " '\ \ III, MITeRED END SECTION \ I,~II :~ INV.Ec/.OfJ... ,~ " ~ " " -- " , \ 6- 11 " " , " , --- --- --- --- --- ~ rT~ IIILET _ L,- T _ _ to -+- - I I I --- --- --- --- --- --- --- '-- i(j,~ RCP IJlmX~ , " ..... " , , " " , , , , ~ , , , , , , , , , ~ , , , , , , , " , '. ',/25' WETUltD jBUFFE~ - - -- _ _ _ _ . , , , , , , , ", , , " , ltstLANO 1111'8'1" A 'I ~ I' / I " ,I s.. I .. "- , " " , , " , , \, " " .. , .. " , ... " .. " '- &25' X <<Y RIP-RAP ~ " '- , " ,,\ / I I I I , ".. , .. " ... .... " , , .. .. '- I "'-.......... '~ SKIMMER T",. EL.aJ & ~ ~ Iii SIC/MilER BDrTOII EL.72 STIIJCT'UIfE T",. EL. 7.? 8 I / \ \ \ .... "- - ....-- - " '. ~~ '-. " , , .. - \1 , , J " " '-IR- -. DR " ..!..J. ,- -,. ! ~ - - - - - - · · -., _\~ · - i.. - .. DB'l/.. 1- , '- - - , , ' I f.' II I '- '. " ,- ...... "I' I ':::! - ' I - :" I I '- -:J5 - '-::- ~ - . ~.. ~3 "I '~-2 - - "'" I 'II '! / ',',III #' I I,; i '~\ \.,) " ,,- .~. " , I "--- "',38', I I 37 , -l ~.__ I I -n.' I I ..- /IN. tSIJ EL. 5.50 ,- :... - -, -::' ----::- -- - .,"'- -- -=9---=---- - - ---:;=-.:.-- - -...~:i'- - - - , , ,---- <~ , ...... ,: I'X2' x'- CONe. "AD ~"'BEU1II PVC " I (~...-u- ... INY.3JXJ , , -'<1_ , -... , , - - 8- , , -- , " ~::':' ~ ,= - ..:- .: .;.- .: -- -- .~-- ... -te - - - - ..; -. STRUCrURE "1\ SECTION CONTRACTOR "AS-BUlL T5" I hereby .tate that these "As-Built." were furnished to me by the contractor listed below. I, or an employee under my direct supervision have reviewed the.e "As-Built." and believe them to be in compliance with my knowledge of what wa. actually constructed. Thi. .tatement i. ba.ed upon .ite ob.ervation. of the con.truction. INY. 6.D MODIFIED TYPE -H- INLET OUTFALL CONTROL STRUCTURE PER FD.o.T.INDEX NO.2J2 030 & Contractor'. Name Engineer Not va'id without the signature and the original rai.ed .eol of a Florida Registered Engineer. DATE RBVISIONS DESCRIPTION MODIFY POND PER crrr REVIEW BELFAJRE SUBMITT AL DATE BoWYER-BJINGLETON & ASSOCHATES~ iNCORPORATED CITY OF WINTER SPRINGS FLORIDA DATE JAN. 2001 BY OMS DATE 1/21/01 BY OMS DESCRIPTION ADD EQUALlZER,REV.BERM TO IrY REV. PER QA& crrr OF WINTER SPRINGS & REVISE PER crrr REVIEW A REVISE PER crrr REVIEW & CITY OR COUNTY W,Iol.D. 02/20/01 DESIGNED BSA CHECKED DMS 6/29/01 12/13/00 3/22/01 DMS flN~ APPROV~ BID SET POND 10 AND POND 20 DETAILS SC~E r-8rY PROJECT NO. BTRI-201 fiLE NAME BT RICDP.oOI SHEET 22 OF 25 AS-BUlL T .......111111I. · 'LA........ . eUIVIYI... . ...VIIO...INTAL 520 SOUTH MAGNOLIA AVENUE : ORLANDO, FLORIDA 32801 407-843-5120 . FAX 407-649-8664 ENGINEERING BUSINESS .1221 5/14/01 2MB 6/15/01 2MB r,';I) I') r (' I.. r. (. ~ Ql f',j ., % ~ ~ t ~ ~ ~ ~ "" ~ ~ ~ 8 ~ ~ Q :r it ~ ~ ....... ~ ~ ~ ~ ~ "- I() DATE . BY DESCRIPTION DATE BY SET TOI" Of VALVE BOX TO FINISH GRADE- ~ r- ---.. ~ , , ...~EB .".'" r-- _.:~ / .~ T EE~.. ......:~~=~...::~-~~~=~:;:.- .... - --~-.;. / :~.. ....- -- ~ 11" DIAMETER OR 11. SOUARE CONCRETE COlLAR IN UNPAVED AREAS lINL Y C_Tt lAM\. _L-fI..IIHlD C_Tl .NClII... ~llIll 111I1 IIII.L IIII.L P'lltE-PllI~D JOINT IUlIP'ACU __I~D~ ~sf.'c~gINT JDINT IULlD Wn" IUlIP'AI:lI I'IllITICTIYI _R I_RTD .._DI C-'ITtD~ ~ \ .lCIINT Wn" '"_Ift-atl IGlalU-atr "-- AROUICI I ~ BAR ALL ...".,'~ ~~ 4", 1 ~ EXTENSION STEM 11TH 2" SQ, IRENCH NUT AND Ul'PER OU I D€ REOUIRED FOR MORE THAN 4' D€PTH --.......... " "- BOX SHALL NOT REST ON ........... ~A VALVE OR PIPE AND SHALL ~ .. BE CENTERED ON THE ~ ~ OPERATING NUT 1~ ~ " lllll ...eIL1 C_CTlIIl lllUILI '" ~ , :. - II: Z ~ i u. ~ ~ Z t- o. l!l .....--. - SCREI TYPE ADJUST AILE VALYE lOX 11TH CAST I RON COYER liT COVElli fLUSH I.. 'AYlD _AS & AT ILlVATIIlIII _ I" ""AYlD _AS,,,, fSl I.... .;-r-/ 3'-0' IM~./. ....... ... I flWC & CDo;IR 1111 IT_ D1TAILI flWCl ._D I.. _TAIl ............. KWO IIOTI.. &_ _ IIIUTD __... __ M_I. :3 ___Ul_,,,,'O___MrtI:. ". M lIlUTT ~_ IlI~T TCD _. M _...,.. M _ ___TO 1M rtI:" M _~.__M_~fIIIM_ ... TO M _'" rILe TIll. _... M _ " _CTDlIM_fII_ne.M._ -.n. 2..___M___'~_TM ....1.IBS61IP... r.~.iof'IIIt_ TO ~.iii'iii"iii<< ii _ '" '* ... _ __.lOCA__."_.... ."TEII IIOTI.. ~ _ _ lIlUTU __ ... ..-r_ M W"TtIl :3 - - W"TIll _. '" TO ... __ TIC W"TIll .tIII." . TIC lIlUTT _ .-rrT TO ..-r. M W"TD ... ,.. M ~TD TO TIC _ _ _ _____M~_ -.n. VALVE ITYPE AS SPECIFIEDI 1 ClUI,\1 U~ca':I,'" ~-~ /~v= '---- \ \ .. .. i ~ ,. BEDOING ROCK-eOX SHALL () RES T ON BEDO I NG ROCK. NOT r ON VALVE OR PIPE AND SHALL . CENTERED ON OPERATING NUT 6 .. ; I- '''IN ~ ._, COOL TAA "A II'ICIf ICATllIlI \ / .'-0' ._I...~~ II'IC"ICAT~=" IlIIW~ & JDINT U. D7 II ::l lllTAIL TO III 0111_0 I -.,...1... cl. 1- nc lIIIlNlU & _. _ " nc CGlDfTT.~ ~ i-X ';: ,. I...... 1.. I I I'. .1... ,. .L'C-:'.T.I'I'i:;')'f" W.:;ti:: ,., l:! "1- =I~ -l'~ I' .1.. CAST-I"-l'LACl P'lltECAlT -.ITltIC .__n __ _ t. .." .. ",,'4 ,I,~-tt- -. 8ri~ D SDANtTARY D j SEIER .ggggg~g~ CDo;Ia TD IlAYI _ ..ICTlIATI... Pica _II IT_ COVlR _ 'IWC D1UIL NOTES t. COVER TO BE MARKED lATER. SEIER. OR RECLAIMED lATER. 2, VAlVES SHALL NOT IE LOCATED IN STREET CURBS. " FOR RISER EXTENSIONS SEE REQUIREMENTS IN SECTION 2,' ICI, __I _ ... 11III8 -- ~'., --.... - VALVE & VALVE BOX DETAIL SEM, co, 1-11 YAlBOXD r'" - -':04 r ........ ~ ,,~O4 rfiA,,, , ......-y .. ii ..JJL. --- 1'. ~ -2:T ! ~. I ~~ ~. L I .... I fR_ _ cOWIa TD . Tlt.Vf IC .AIlI... U.I. '_T _IT .. 1_. - - 1GTtl' " _ ~CTI_ AAII MllUlllID _~YlA I_RT fII l:L:=c..'1~RJ: ~1-:"~IIl'=Tml~T fII I. :.ri"~~ITIt~~=~ PllICUT TDI' IMT . A 'UT 3. 'R_ WI..T TD . 210 LDI, 4. CDo;IR W'''T TD. ITD LDI, .. _ TD . _ID. IAIIITAIl'I IIWR .. WIIIITI TO . 'TA~ID III 'IWC _ COVlR. T, 'IWC _ COWl. TD ""YI _I~D IUlIP'AClI. A.....t.a1ili Il'Wa at. II. JllD'...r&"I.l. ""\. :.:. ~~/ 1'-1. & POINT I:' ~ - ...-:: 1I'tf~\ ._ ~-: rE~... ~ 7" I" ~ ___ n:L~' ................ , ~ _UIL -, _CAlT _I IIII.L",~,.... rTU ,. ~..J:...... I I.. MIM. i _T, I-:' .,......,'. "-'WL"NT GCII \. PI" JIIITI'" t::I :' -.. ..., L\:. ~Ill"'''''-.'''- ~ 1-" _I I_LJ....... ( ". I ~ .. . . .... . :. ~.... ... I I AI'" _ COWIR - =H&. "..- r F ::.-:: 5 nr--? - -- - PRECAST CDNCRlTl --- - I r"'--" / A.__ ""'Oil -- .....--- IlIIWDIlClD iL~\ .",.. ;;" 'I~_"" LINI-./ eMl lllTA1L ~ _Wl...--~ Y!rtJ.SC- AI CPTI_ r'I..AII r- IIATCllwlTll _ , COVlR r 'UCAWATI~ i A ""' J1T~X-m~ r '--.1 ca.aCIIIII __ -e'llII RI_ ... :='f1L.- I ~~ ~ -,,- ...CAlT ::.-a~- ...... -- Imt'"11I ~JTt -;'r- 'ILL WlTlI 7:l::' f:::1':: .......-~ ~ --.......... ......' ~ PLUIN . , 1M.&. 1TA1"~TI~ ~ I:&.~ _I .. - --""""':1 Jr" ,.~ L_____ '- II" ,... ~ _I IIMIIT '7 Jii _I I /........,. -: h I I-'z........ 71-1' . L ' ,""""= L .., 4. . ,. . . . ,.. I.. I ..ILlIIlT _CnIl I .... - I-jJ~.t=""1 ..., _ ... __ m.KlOlI a:,.... .... : u.~~ _I i i ..1l1llL.... L I~R . . ~~~ ~ WTWL.,- o I' I _ "I 0 II '_IMI" J , ,r-- ---.... Lrh-CIIlClIMI" · _Tt 1:1 II--- ..LJ r.( '>111' -.0 U" ~. - I' '. ,'. .' . ". . . 1 INTD CA"~ : :..., . : . '. Ii! .' . '. . .,. f. III _I _CTI:dLlAILI ,.. :: ~=~Tr.. I.. II _'" C_TI :... ~~AVI ': RIlr IlIlr ,.... -elllll ...,. -elllll liAS .I'D AS .... ~ tr'" ..-.. .. .. ..." 1== ..... - \4 (.41.- - c:J):) ~ = ,.,.c."'........ ~M'''.'...m jl ...... ~~ '.T.C. PL. ~ ~ I - 'J nr,llr.---- L,... ~~=~~'r~/ '"114" _a III:R 4;':;":'" DI_TlIII II_II H TD 4' uTln 41 TD 13 H~~~ '~~ '-II IN-s. :E:.. IIITlle I. ....TIlATllIlI TO III1T1... ~I IIlALL . c:.- ..... I. .. _CTlIIl IIlALL . ..,1.. ...1IU TIll lIMIT .. .. IWLl&Jrf .... II LDCATU ,. III ..... nIT.... nc .I.~. .. .. "'N IIUU. . .. IIUM. 1111 AI M I..L..NT II". .. 'IN INU. . M . ......... wlTll ... __IWI .. ITAIII.III .tIIL ..fTl.. I' & ~1TI11l TO DTIU ,"" .. ....., nc ~1TI11l _L . DUTIl. .. _I. 4, "I'" ",_1Ir .. nc ......... LIllI"', .. nc _ II lIlT IIIIDlU TO IILL. TIC L I.". TD IITIle TO TIll IIlrTTIII .. nc ~, TIll III.T.... _ IIlALL . IIITCIIU AlAI.T nc _I IIII.L f. nc 1IlT1. Clacu.._ TO A ".1_""" .. ,. ell I_I _ TIC ......... LlMI. IIlALL . ....1lCII _ lIll&.lD IIlTO nc IIITCII, #MY .w _Tt_ TO . PLIlCII _ TIll IIllfl. _ IIlALL . _D TO nc 111"1'" ._ "I'" .. _ ~ ..... _'IWI TO .._ ca. ...INTI - " _I. ,. __ _I.... I. IT". I III IGTt . fII _I ~CTlIIl DlTAILI 1 .....1 CllCCTUII DlTAILS Leo. ,.. IlIlr II'IC. MTII .Tl3 1lIlr~ fl..IND _ AT J.. ~ LI~ ,.. i 1--.' RI_ _ "'III TtIIIIIIlIIL lllPTIl ~"'III:"': ... .. II .11., - I' _. I. I -&- ~.~:r wl"'..a~. ~~~J _"lII ... ~ ~ SLCPl TD Tt..I_ t?'fP. J _ KPTII Af '.OD'S It... e""l IIWIIl.1 I 11_' _I -. _CTIIIl '\ - f .. RIIIR _ "'..- 1GTt. t. ='r'~"".&V':ril mI~.ll&.L I. ~~~tA~V~T~~"~fMI. _Dla. 3. "~TIlATlIlIII TD IIIITI... ...eILU IIlALL . c:.- _D. TYP I CAL F I._ASS L 1_. INS T ALLA T I ON lri.3' T_ HNMJl LEIGTH IFTl TO BE RESTRAINED ON E~ SIDE lI' FITTlNGISI MINDUl LEIGTH 1fT! TO BE RESTRAINED ON EACH SIDE lI' FITTINGISI DIP PIPE SIZE Ir 12' 16' 2'1 34 43 12 14 II 17' 334 B2 72 'l2 26 31 31 13 16 21 PYC PIPE SIZE Ir 12' 16' 21' 61 2! 12 6 166 I't 31 6'1 2'1 14 7 1'14 II 44 1lDTI' AI 11'III 11......1 CIUITY .TIll .. IIWR IT__ r 24 I' 5 2 51 21 II 21' 52 22 II 5 III 4& 2! 24' 24' 4' 6' 1'1 . 4 2 41 16 . 31' .. 34 16 . 231 'IS 53 6' 22 'I 5 2 II 24 12 4' r 2'1 12 I 3 77 32 17 .. BElli !r IIEICl 22-112" BElli 1-1/4' BElli TEEIPLUG 415' BElli DlMl 415. BElli II' SWITARlY 51.. SERYlct CCJe1ECT ION ... CO, T_ -- .. BElli !r BElli 22-1/2' BElli 1-1/4' BElli rEEIPLUG 5' IIEICl DlMl 15' IIEICl II' 1'1 . 4 2 42 .. , II 2! 12 6 131 54 2'1 14 Ii 3 2 28 12 I 41 17 . 4 I- 45 24 34 .4 7 3 '13 ~ 21 '51 -, !J II 5 138 57 31 IllTESI I. FITTIIlGS SHM.L BE RESTIWIlED JDINTS lM.ESS OTHEIlWlSE IlllICATED. 2. INSTM.L FIl.L LEIGTH JOINTS VlTH TOT M. LfIGTH EOUlIIl. TD III GllEATER TIWl SHOlIN IN TIE TML.E, 3. lII€RE TIIO III IClRE FITTINGS ARE TOGETHER, USE FlTTlIG WHICH YIELDS GREATEST LooTH lI' RESTRAINED PIPE, 4, III LINE VALVES All) TIflOOOH 11II lI' TEES IlITSIIE LIMITS lI' RESTRAINEO JOINTS FID4 OTIER FITTINGS NEED lilT BE RESTRAINED lH.ESS DTHElMSE DIlICATED. a. LfIGTHS !itIIWII IN THE TMLE HAVE BEEN CALCIl.ATED IN IICCORIlAII:E WITH TIE PIlllCElllR IlITLINEO IN 'TIIlUST IlESTIlAINT DESIGN Fill IlJCTILE IRON PIPE' AS I'I8.IHD IY DI'RA. WITH TIE FDLLOIIJIIl ASSlM'T1Clt& WlIIKIIIl PIlESSlR. I. P.s.J. SOIL IISIGlMTlOIII SJL TY SlIM) LAYIIIl ClIGTIClt& 3 MSTRAI_O 'IPE TAlLE IIITESI I. FITTINGS SHALL BE IlESTMIIf:D JOINTS lH.ESS DTIEIIVISE IIIlICATED. 2, JlSTALL FIl.L LEIGTH JOINTS VlTH TOTM. LEIGTH EOUlIIl. TO III GllEATER TIWl !itIIWII1N TIE TMLE, 3. lII€RE TIIO III IClRE FITTINGS ARE TOGETIER, USE FITTlIG WHICH YIELDS GREATEST LooTH lI' RESTRAINED PIPE, 4. IN LINE VALVES All) TIRUlH IIIIlI' TEES llITSIlI LIMITS lI' RESTRAINED JOINTS FID4 OllER FITTINGS NEED lIlT BE RESTRAINED lH.ESS DTtOWI!E IIIlICATED. a. LfIGTHS StClWll IN THE TMLE HAVE BEEII CALCIl.ATED III IlCCOllllANCE WITH TIE I'IlllCEIUE IlITLINED IN 'THIllIST RESTllAIIlT DESIGN Fill OlI:TU IIION PIPE" AS I'I8.IHD IV DI'M. WITH TIE FDLLOIIJIG ASStM'T1Ot& lIlIIK1IIl PRESSlIlE. .. P.s.J. SOIL lI:SIGlMTlOIII SJL TY $MIl LAYIIIl ClIGTllIIIiI 3 L Fill PIPE EIlCA!EII IN PIl. YETHYLEIlE, USE VM.L(S GIVEN IN PMENTHESES III IICREASE TIE GlVEII VALL( By A F IlCTIII lI' I.a. KSTIlAIIIIID '1" TAlLE R.VIIIONI DESCRIPTION SUBt.AITT At. DATE ClIPACTID IILIC1--.. IMTI"~ ....... 'T Id e III IGTt , 1 i I ~ACTlD IAC~lf ILL .. Of"O f 1..1 'CMI~D '1"1'" ....../1 ....,.-::\. '\. ::llUIIlID- "~\ '\., .. .,............-: ~ 11'1 'M.ii':1 t ~ ClM'ACTlD tACllr ILL / II~ ::DO~J'~~. f_./ ~ .1"., / SlCITI.. mill ~ CW'ACTlD -' IIAClflLL TMII I'OIITlIIl TD . CUT _ 11I_0 :.~~~ ~i ~/~_ CDIICIlltl- , ~.......... I ~ ". ' . t _Tt ....... \ + J. t":" ~.# ,.- .-- ...... __ ',.- ....-DoI. ,.. IlIN. I , '-1 -, I :0.-- ='lllT_D 7-1 - ClIPACTlD _All DoI4 I'. ...., _.. __. _YO MOl.DOI... IMTlRIll&. ~DoI4 II. .'...1 /' /DllACI... '" Do/I 1012 Dol. 14. .IM.) 'I" .LL PI" .LL ';r -1-+-r- I~ '",...,--.- ;. ~. I Id 1111 IIITI , I I'llOTlCTIYI CDIIClllTl SLM ~ c;uss -A- .DOIIC-SPlCIM. C...nllllS IHllTlO TIllIlCl4 SPlCIa&.. .TAIL ~;.. bi Id IIU ...n , 1 t I ---- .; ~~~~ ~ 'l 1o,.,,+,A v~ ...--1012 I. "T 11III11_'" ~ - - ;:; III IIITI 2 3. ~IL ~ ~ _1_ ~ 'I" IIILL .DOI. _ '.NCltI. MaTIS ...~.. -_! ;iI 1== '11 WF"" Ie ClM'ACTlD I~I' _fiLL /"" !ClM'ACTID IILICT .TlRIll&. ,. t: ~rl[~~'eiDTH AT Tel' aF 'I" IMX. Id . Ie + 24- .1.., lei . 1M.. 0111. aF IE~L + " I UIlSHUTlD TIlENC" t IMI. 01., aF .LL + II' e_ITlD TMNCH' ft'~or,Y'M[.sv~Ag; ~W~"'.~i~l8li ~~ CUSH.1Il11lO IMTlRI&I.. 01"" IIW.L . .. .LOII IOTTDII aF UTILIT'. fflJ.l~"J~~&.'Mr~:"s'WlT Tel ~~m.&!r'1:lul&l. :l~UT&I. OFf -:a::llr~~~~2" ~ l::r~ "t=lTl.-1IO ..t"o:i~ AI AlIT_llID I' THI I"'IICI!, llICI LIFT III PL1CE. I.. 110 CAli IIW.L 11II111... LEn IN n.ACI IXTlIlD HI"" THAN 10. I[LOII .UllPACI "'_ IIILIS. mCIPlCll&.LT _D. IlIAC.1lO SH&l.L . _D AS _GUIIIt:D. 4. Gm~clJ'~w:nTMk~Nl..,.IJI=,V ~B IT THI U'ILITT. ,. IACltflLL TO I[ CllII'ACTID TO tD, D1I1SITT aF &ASIITO nlo IIOTlr liD PIIlICTIllI I" _AS TO I[ '''YlD llICI 1511 ... OTHE'S. LClM'ACTlD.AlU.AIl .DOI... .TlRIM. - -.... ----.. ....... D.' 10 1T1rTll&. CLASS ..- ...---. CCIIIU'IIIIS PIPE BEDDING & TRENCHING DETAILS II_ CD ,_ .DTIII.. TYPICAL PRECAST CONCRETE MANHOLE FRAME AND COVER '\X'ISTING FINISHED GRADE . ./ GROUT ~X' / \millmWm~. .. . jLEm~jj --.. .../'1l .--- ~~~~~E~o~~':X:<::~~~E~ ~ 1-;_2" COt.lBINATlON AIR-VACUUM - ____ r.' RELEASE VAL VE PIPE PLUG ITYPI . ------- _-2" PORT WITH ~______________ . THREADED PLUG 2" NIPPLE-------:..........r-l r'- · 2" BRASS CURB STOP___ - -,.. (BALL VALVE I -'r---.J. ~ . ~ I D . PLUG 4- I,D. MANHOlE . CUTOUT FOR · /jl ~ ". WAJN "REQUIRED : M1f "I ~ : ,_ f-!1 PRECAST ~;J. ~~.A ~Jr ~i 1-1-. :i~~~~~\4'o4rt 0 I'. BEDDING ROCK/ \ ~~N~R~~~ STAINLESS STEEL SERVICE SADDLE REINFORCED FOOTING TYP leAL DETAIL 31' 71 2'1 14 7 154 64 3& NOTE: FITTINGS AND PIPE FOR A.R.V. SHALL BE BRASS. 4S. 2- NIPPLE J ~n L ~ /2" BRASs CURB STOP 90.-.......... ~ ~ ,..-BRASS TEE --....... ~.... _ BRASS PLUG OR 90_____ ==-~:::..- /GROUT 2- BRASS PIPE . ",. 2" 4S. OR _90. ELL'l ~ --.. c:::::.- 2" UNION , OFF$[ TINS T ALU TI 0:" eM'. Sf............ ~... '" - AIR/VACUUM RELEASE DETAILS NlTE: IF AUTlJotATlC AIR/VACLltI RELIEF VAl. VES WILL BE USED IN THIS PROJECT, TIEIR DISCHARGE folIST EXTEtfJ 12 ItCHES ABOVE GRAll: ANl TERMINATE IN A OOWN-TURtED ELBOW, PROTECTED BY A tOH~OOIBLE SCREEN-KSH. SEM. CO. 7-96 AIRVREL Proper~y ~ppralser ID Number Seminole Coun~y Approved ~or construc~lon ThIs approval Is subJect ~o specIfIc con~ormonce to the SemInole Caunty Land Development Code and any special requirements of ~he BOOrd of County CommIssIoners. I~ shal I be the responslbll I~y of the developer to COrrect any defects In the plans Or the facIlity as constructed which results In a failure to meet applicable code requIrements. AdmInIstratIve acceptance of the developer's plans does not constItute a waIver o~ any code requIrements nor does It rei leve the developer of responsIbIlity to meet those requirements. ThIs specIfIc approval Is valId for a period of one year from ~he date below. SemInole County Development Review Department Date CITY OF WINTER SPRINGS FLORIDA DATE JAN.2ool DESIGNED BSA CHECKED DAIS SCAlE NT S PROJECT NO. BT RI-201 FLE NAME BTRIPSD.DOI SHEET 23 OF 25 BoWYER-SllNGLETON & ASSOCIATES, iNCORPORATED DATE 5/14/01 BY 2MB DESCRIPTION REVISE PER CITY OF WINTER SPRINGS CITY OR COUNTY W.M.D. FINAl APPROV Al 02/20/01 & .......11..... · PLA...'... . au.vI"... . ...V".O......TAL 520 SOUTH MAGNOLIA AVENUE : ORLANDO, F'LOR'IDA 32801 407-843-5120 . F' AX 407-649-8664 ENGINEERING BUSINESS .1221 ( '- BID SET AS-BUlL T SANITARY DETAILS BELF A1RE E>:P 2 I, r " . ~.~ i _ACTIO ' 'lJ ~iI .......... ... C U\WlTI I I ~I , I L C_ACTlO C- _IU C_ACTlO IAC~FILL DIl OTICIl FIlii ..IICO '1111...... ........ ....,~ '\. ::..IIIID- 11\ '\.' -JEI \lii:'l ~ C_ACTID IACkFlLL / lt~ AI II'lCIFlID'DIl .J' 11111. _111I Tift. V"'llI111 11111 I'OIlllll11 TO . CUT .. ..-cO ,....,~v/ V/ :.[10/4 II" 11111, I ~i~ ~~. . ClIIICMTI_r--.... I~ ~~.' . I _TI + f'i ~.' ~...)I- '- 1-..... ____ '- ~ r_ 1oI~::~~ I" I -" ~IOII. ~ - _ACTIO ft-All 1014 II. 11111. .__ __" .__n ....,:tOOl... 1M IIU.. IT/, .. 1111.- ......"ACIIII -- 1014 e4. 11111. I PI" .1.1. PI" .1.1. ~ -1.... + - t- ~I~ CLASI -a- .DDING.....C 1M. aNn TlCINI .... I .. IUI IIlI1I I I I'IlD1IClIWl C_TI IUI ~ ..... ...1110 lM1IC1I SPECIAL. .'AIL "3; "'11;; i-- ! I!! .. ellllll1111 t I --- r ~ _AClIO &fi 'i 'l ~~ V :~~IM- 'l" /.0 ~~ ~~~+ r~ ,.......- T'll ,.......-,.......- .-- UI WlTI t 3. L.ii ,.......- 1""""- n .DDING alii '.IOIING IIDIlI . il~ . .. i 1. 10. PI.. D.O. 14 . TlI[IlCl4 .IOTII AT T~ rII PI.. 1M.. 14 . 10 + Z4. 1111. 14 . 1M.. 0111, rII .L" . ." eUNSllllllO lM1IC1I I 1M.. 0111, rII .LL . II" eSHI1l1D TMIlCl4I Z. ftP~~rMrWV.~ ~1iAfJ~l"at. ratlio:! CUSIlIIlNIIIIl IMTlIIAL, OlPTH SMALL. ." .LOII01TIIII rII UTlL ITV. rlldu'J:"'~IMt~:II~l 'I ~H~r":lllllAi. MlID\IAi.. HM DllIVlII _LOI PI.. IIMIIT, SHlnlllll SMALL . CUT rIIf A IINIIUI rII 12" AIOVl T~ rII P1"1J' HIMII ~srAU=tZlJc:;I:: L~~I~I~A;o I~~l.o 1:1::'11 THJ.N~ .LOI SIIlrACI OIlAIII UIUSI UOlClflCALLY AI'I'lDIIO. IItAC.... SMALL. AI'I'lDIIO AS MaullllO, 4. ~~C~1~ftTM\1'IIAIl"'.~'" ~= IV Till "'II. ITV. .. IACKf ILL TO . CIIlI'ACTEO TO .11 OlNSlTl rII AASMTO 1110 1II11flID I'llOCTOIl III _AS TO _ PAVlO AIlD "~ I H 0TllI1IS. ....-- - 1012 lICll51 lOll. PI" ..... L C_ACTlO OIIMUl.All _I'" IMTlI U" -. ....... ........ _1lIl... 0.110 1101M- CLASS ..- .001..--. C_1f11llS PIPE BEDDING & TRENCHING DETAILS 1111 co 1.... .011111 'ALe 1M 'I"'. _ 1111 ....IL. /,.ur .....,....... ..,. .,....... fi-'" 1;""-':"::- 11IP____.. WI"-. -mli.t:&"t" t. .. ~ """'-" ...._.. 11IIL n ........... ..... '.W_ ~4~ ""'Ma _"\ p ...,._ ..r.' .....,....... j1UIrnl' I :;..:u'~",IlI':."')r-"-111 i &,; ~."''' ;1;_ ( :! III _:\ I I .....\ __ I (I '1 L u 1\ "",~ ~~~~I~I~~V=T&=I~ - / I' .V. .... .. --- '\.. .:t... --- a;.:..r'.:I · _ft. 1M'. ..CllMICM. ...WI _II _T CCL... ao.-G" A' I" f6 , .11I SE". CO. 7-96 BOV2 /Z" CAI ~~~W ~ ~ , :::: ;:) ~ CD :is ~ ~ ~ ~ ~ ~ .;' 'IHISlCO DlIADl"\ 1T~~I' Z. IIlASS CUllI ST~ I;;;; elALL YALVlI __ TIlA'fIC HAIliNG, .~~ r-- CTEIl lOX AND LID ~~ ""-Z' OALYANIZlOSTUL ,_ II ..... J "j - --- .i:.hv, ~. .~_"'" ---- Z. .0- .IID ~ arw~8.uCCIO~ IIlASS C.-. Sl~ ::l. ~~rHlr~~ 011 (7_IAllll IMIII Z" .0- .IID A P'OSITIVl OllLlCTlllC CIlNIIlCTlIlN SMALL. lMD[ .1.lH IIASS AIlD .ALVANIZED CDlI'CllIIlllS. ILOW-oFF IN LINE SE.., co, 7-96 BOV] ~ ~ ~ 1 ~ ~ ~ ~ ~ ~ ~ ....... ~ ~ " ~ ~ ~ "- It) DESCRIPTION DATE BY DATE BY ...111 "'" MnW':...~ -.r _I cocca _I.. fIII_IW_V jU.:. .1)!I .1. T'I m "... - -~- . It. ~1... _II ---- " ....~ &;.. '1',..- '~;,:3: 7l- -- \ h - '=' 11r .....- /,. _. IlIP /....111 LI" ,u. - 1::1' q ...... '- ""-II v... _, . a._ _ .... .OCIIO. _, 10 _.. .:1w.,.c.: ~I.':. I. - '--1 .1&.... idrm~AtiYriIijll.IllIayJf~ mmr r OlTAI~~~!Uil.lOll U~LI~ AN' lIl,orn" IMIM ~~ ;t~ T · , AI i'3:J~'!r"'=lILlIC:~\VS"= fOIl 4, ,;~,7htfl:IL i3Ma..t~t:'ft R~=tt~k liT Lilli = ~I ~1~~.l:~T IlV'UNfAL aClrllll . Ol" & IITlIUI I'II1TIIllIlT ...r.c'l11 HAl Ell IIIClIVlII 11 1lII, CD. UTIL ITlII. I. THII JUlftIl ClllllllCTlllll IlW.L ALSO . UIlD TO IMINTAIII A IIINI_ 1~';R'*BJ7f~t~R;1~m!riijNlIirJlI;11lO TtUAT1: TN':::9. : dll.:'.J~r.hA I fit ~~D .. !L,!u~mI IY II'IlAl ... . 1.1.1: JiiA Il T II A_ T. Z. YIIIGRAA' ",,"I CONNECT. ON .... co. ,-II 1_ a.VIIIO N S DESCRIPTION DATE 3/22/01 e 5/1-4/01 I. ~~JI a;-'A~'$I r&k':8~ rllll'~'tlr~l.,r TIll 'IL....11IO __, _I. . 'IL.._D, A, 1~~i~llSJkl:tb~~{{~~":';" ~olJ~f:: 1.~8I!Tt8t~:':.'1 'I..L tri'J:l"Ili~r\~l:.A'Y~" TIll :I: IMIM AI llaullllo 11 II ~=Ut-lif'9lcIMm::'Urrr:..,.:!. II IkN~roJ&JU fIlE 'ftl!.'f: :1fI~ _T · II Ir:J;JW~PYll JII r.m~ AIIrf..lJEiil: II wmrU;~~I&oas"~l~lIlJ\vII.IA1I ~::'IJ.$-l:lT~1fulll~ 1.\l:r.l0 CLOIlO IV TIll "'ILI1l TIll TlI-IN YALVl INAL~ lI'llllO llllLl FOIl FLUSIlIIlO rII Till 11I1 IMIII. TIC I'llOCl _L . rlMCTEO IV TIll "'IL 111 CDlI'AII'f AIlD lIIIlll1ll1 1 Till 11101.. II, ~1I~no'\ll'"rf.IIO~=o TI&I'Ir:-~ tr.AL~l!f Ifv~=. I. C. O. I, =lcrdE'=~"mmC:=:~~Tl:orvTr::l:'''' TlSTED .ITHIN lIlll 1IAIl AT TIll TIC rII IIlITALLATlllllt & II III llCIDII IllIllIIlO Nil AT :rt TIC rII IIlITAi.~IIIII, TIll TIS SMAL"JE == 111stl=.'~~~-elllll1r.~c:c~Ml. IXCI" AS MaullllD TO ,..\t LIlliS rII _ATEIl 1IWI I" III II Ellll TII-III VAL SlIALL IlbIAIII 0 AIlD SlIAL LW I' JII ~0Il0.m! 1~1 lm UTIf'tWClIlIPAlll. \1m-IN 1111 CL~IIJIICskiTJo& = ALL Iht~ IlIITf;r.mIl&llI, 1i!!:IIP~Of' ID:!P'- 'OlP J!!J ~ lITllIII 11IM; ~ Al T T , :t'~A~iil.'Tiio1 _ TO . AIlD II I'lUOS. !ldJ!!tlIL~DlJ.!! WJ!'1~ rII.M ~~1 ~II ~la~ALYl;in!~'ILU'i(~9l'lt~\1ln'hll TIll BY OMS DESCRIPTION DELETE BN:KFLON PREVENTER OA REVIEW DETAIL PER & & W....D. 2MB REVISE PER crrr OF WINTER SPRINGS lET Tlll" 01 VAI.VllClC TO 'INIIH OIIAOl- 11- DIAloI:TER OR 11. SOUARE ~1~rli!.\JllLI.AR IN UNPAVlD 4-1 IA" AL L AltOUND .1111_ LI"'H fII MlntAl..1 '11'1 10 _ 1.''''1.11 III UCII 1111 fII , ITTI.. r- . ;1' " '1"1- PI" liD 1'_" I II It M 44 .1 I' I' tl 1 I 10 4 . I " 44 'I " 44 .t t4 10 " " . 10 10 4 .1 . 4 t tl tl I II I' I I tl II II II 11 11 1 II II I. . t. ID" "WI 41. .WI tt 1/1" .WI It 1/4. .WI IIAIICl4 DIl 111 DUO IIIlS - EXTENSION STEM 11TH 2- SO, _NtH NUT ANO UPPER au I DE MOUIMD FOR IiClRE THAN 4' DEPTH ---....... ,/ " 80X SHALL NOT REST ON ~~~) V8EALVEE ORTEREPDIPEONANOT ESHALL J_ C H H I OPERATING NUT ~ VALVE CTYPE AS SPECIFIEDI~ ._~ 9 !] ~u= 1\ ~ _\ III ~ !I > - II: Z ~ i u . '" ~ ~ :z .... D. :!: HOTES 1. INSTALL FULL LENGTH JOINTS WITH TOTAL NUMBER OF JDIHTS EOUAL TO OR GREATER THAN SHOIN IN THE TAILE AND fOR THE TOTAL EOUIVALlNT LENOTH REOUIRED, Z. WHERE TWO OR WORE FITTINGS ARE TOGETHEIl USE FITTINGS WHICH llELD THE GREATEST NUIIBER Of RESTRAINED JOINTS. ]. CONTRACTOR SHALL SUBMIT FOR REVIEW AND COMMENT, DRAWINGS FOR RESTRAINED JOINT SYSTEM. ENGINEER APPROVED SHOP DRAIINGS TO IE SU8NITTED TO THE COUNT1. 4. THRUST 8LOCK AND RESTRAINING SEIER AND WATER MAIN SCHEDULES SHALL 8E COMPLETED BY THE EHGINEEIl BASED ON ALL DESIGH CONSIDERATIONS INCLUDING BUT HOT LIMITED TO THE fOLLOWING: PIPE T1Pit SOIL BEARING CAPACITY, SOIL T1PE, DEPTH OF COVER, TEST PRESSURE, LA11NG CONDITIONS, SAFETY FACTOR. 5. THIS CHART WAS PREPARED BASED UPON THE 1992 DIPRA MANUAL FOR THRUST RESTRAINT OF DUCTILE IRON PIPE. ASSUMINGI 11. I 150 PSI WORKING PRESSURE, (2. I ] FEET Of DEPTH, AND '].1 LAYING CONDITION NO. ] FOR SAND/SILT BACKFILL. ~ i-- SCREW TYPE ADJUSTABLE VALVE BOX WITH CAST IRON COVER '" BEoolNG ROCK-ilOX SHALL REST ON BEDDING ROCK, NOT ON VALVE OR PIPE AND SHALL BE CENTERED ON OPERATING NUT NOTES 1, COVER TO BE MARKED WATER, SEIER, OR RECLAIMED WATER, 2, VALVES SHALL NOT II[ LOCATED IN STREET CURBS. ]. FOR RISER EXTENSIONS SEE REOUIREMENTS IN SECTION 2,] ICI, VALVE & VALVE ~OX DETAIL SEM, co. T-9' VAL BOXD ~ I ---- HH~EffiHmr~ r-- _:.-;; .~ .'."::~~...;..::::~-~tc_~~:.- _ -:.::..w.> =:.:.~ 7' V' :.~_ _:::.:: \.._- ..._~ ... -.&of.~ " ~""'''''' r...' -- -- ~.. -' rr...r- """ ~ rnrn A.'. --- =-.:=:'" --.... ./ -... ~ -.. - '7 - f=:":"... )~ ..... ~.~~.)ll ~ ..-,."......., '- I; :a:.r=, :-__~r --- ---- - --- - .... - I r....--- / -1A-u- 1--'; SlIllR 1II)1IlS' &==-_~&"''''D-:'~=-'1.~ II . _ U1l/lV _1_ .~, lD __ ne _u.M_ne_II_'D ne.... ne _ UAtDM..__ tIC __. tIC__ ... 10 ne -.... .... e till . _ .. tIC _ . ~'ne_.__.ne__ ~. Z.. .....,,_ __ ne ___ w.. _T ne tt'W~ fc'll.am'.nIlrta 10 1_'" ne _ . _CTDI " nc ... ... 111I _ . .lICAtID __ . A _ .... .lIl0 IIDlIS' & _ _ utL/lD IV_ lOll __ till ..m ... ,.. .A'IIIt IIJMCU -.. TO Mea IICLWIID M .Am ,,1D.II. ne utL/lv _1_ .~V '0__ tIC lAm... ,.. ne ..m lD till _ II ..... _ _ _.. ...-mIl ... tIC IUT_ -.rt, --~-~ -. .'w.> ./' T ..,. .. _C'JDI/ .. ~ -.. _ UIIIM. ---.&0' ..... ... ... - u-.. ...... ... ... ... IDWII:I -,.- ..,. ,.. I .--~ -.. .ID .. ... -.a c:o..K'" ::IG,'.&.r. _ - AS 110' D AI MO'O ! S CftIlAlIllO IlJ1 !II.~ ~ I' w: ./~R _ZLI &U~~ (I:" _FACllIO ,_n ~AC'"' 1 ... _FIl.l. '1-1 II III. "" _ft'ft _FIII'SH 11I- .' ..... '-" ,..... lOX I r ~r~,:1t'-III l/ /~ TlI ;'';-l' + IlIR ... "It ~ ~ """ I; r::. ~~:I~ ~k+ II rl ~ll~ .I:~"t.~ I "Y_...,A L ... OM-V. liE _ ;.r liCH 1111 elll_:.1 "R co.. PIICI_ I CU. H. . _ III _0 ,tGC '11I IIllAIII _. _"I. TO . PLACED _, _ IIllAII _". IIllAI NOTESl t.... __ ClIITtRlD II :~L"7 K-All cu.1." ~ ~~. J:l M_ MU.lIIClD . I. D.C. "AI-AWAV cu.I.All CllIICllll I. II_AIl1 TO. I.DCAllO I' 'D I' '_lACK .. . CIIII .1WU1I TIC C_ .. SIOl_I. t. 11_ 10. rAllITtD 11111 I COolT _ "1 PIlIICRL.!, ''lIlILt "' FilII 1m-1ft," t.=Dor.u;.:.1_1144A. I '"IIIL, .... m. IIIC1tICIS I, VAl." fIIIl _L . _111ft _T_I, .. CMIl _.. . _ED .....1111 . 4. FIll II_I C_ . I.lICA11D .n_'" TIC RADIUS. ITlIUl _III. ,. TIC ",All COLI.All Ill' . 11II1M-L10 .. TO I. .I.DO F '"1"'0 1IIM11 111M _1110 MR 1" COL.All. I. f\E~ .'''EII _1lII Of' ...11 _ 1" . ...All cu.I.All _I. . ,. '''1M-'' .... IlFLlClI'lI _Ill III TIC CPlIR . TIC DIlIYI... I.MIl CLlISISl lD 1lC Fill __. '.RE HYOIANT ASK'" ~ ~. 7.... , 1111 P~ope~ty App~ols.~ 10 Numb.~ SemInole County App~oved fo~ const~uctlon Thls app~oval Is suDJect to specIfIc confo~monce to the Seminole County land Development Code and any specIal ~equl~ements of the Boa~d of County Commlsslone~s. It shal I be the ~esponslbll Ity of the develope~ to co~~ect any defects In the plans o~ the facIlIty os const~ucted which ~esults In 0 fallu~e to meet applIcable code ~equl~ements. Admlnrst~atlve acceptance of the develope~'s plans does not constitute 0 walve~ of any oode ~equl~ements no~ does It ~el leve the developer of responsIbIlity to meet those requIrements, This specifIc approval Is valId for a period of one year from the date below. T,l / Tz 2 \SURFACE REPLACEMENT TO BE CONSISTENT WITH EXISTINC WATERIAL AND OF EOUAL THICKNESS BUT IN NO CASE LESS THAN 2. TOTAL ASPHALT THICKNESS. TRENCH WIDTH <<WI + 4' SURFACE REPLACEMENT \ rEXIST, ASPHALTIC CONCRETE SURFACE '" v / / / h '/ /-::// --::'/ ~~'l//I t Vf4Y/~~);,2/~~/~1 I 1.5' IWI ~ TRENCH ~ ~REPLACEMENT BASE WIDTH WATERIAL TO BE LI MEROCK OR PUG MIX. ~ 0 t::. II ~If. ~Ff1III ITlII=-- 1,H 12H TRENCH WALL LVARIES UTILITY PIPE SURFACE JOINT TO BE MECHANICALLY SAW-CUT, NOTES 1. BACKFILL SHALL BE PLACED IN 6H LAYERS FROW BENEATH THE HAUNCHES Of THE PIPE TO THE BASE AND COMPACTED TO 98~ DENSITY PER AASHTO T-180 MODIFIED PROCTER, 2. BASE MATERIALS TO BE PLACED IN TWO OR THREE LAYERS ROLLED AND TAMPED TO ABOVE SPECIFIED DENSITY. STANDARD ROADWAY OPEN CUT DETAIL SEM, co, 7-96 OPERCUT - - f"""' ~':,'t- .... ". 1..;',.1 ."TO I.. --;. .' " I '. r. .... ............ aN STOP' ILOCUC Tl'III) / "'JMr.~ II' jV- =,~CI""Wf"& \. . (r>>",,- MULl. r.v.e. fl... - ~~ -_. ..'0 .. v _I ....... --.17 ~ ..m I' to J' ~ M''', IIU. -~.:.~ '- _, It... IOITI' .ATO ... r :a'" .....m COIITI'" I -. 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IILICOC tMLl. .. ,. 11__ 'AId.. "51...". IMIIl"" l..lI.. _CIlI lO ne _ NT_I _ICI 1_ I..ma 'I~ . K"IAIl :.~::':..:r:'+o ~=-~n~1 ~-4'" ~S ':'.:.~::I .....Wfl.. W ne 1.11l"" 1"_ .''''., AI a... 10 1IC _C".. "'Wf AS _,al. I. fDL. _ICI L I" 1111 -'L . I '" . OIArem. / ..-- I ,. VIa. I ,~ DO&I .MIDITUIL .ATIIt IIIVICI c.1I4'1 ... co. ,... - & GENERAL NOTE I.WATER SERVICE LINES SHALL TERMINATE A MINIMUM OF 24" ABOVE FINISHED GRADE. SERVICE LINES SHALL BE MARKED WITH A 2')(4' POST A MINIMUM OF 4' ABOVE GRADE,END OF POST SHALL BE MARKED IN BLUE PAINT ON THE UPPER 6. OF 2')(4" POST. SERVICE LINES SHALL BE TIED TO THE 2')(4' POST, SemInole County Oevelopmen+ RevIew Department Date SUBMITT At. DATE WINTER CITY OF CITY M COUNTY 02/20/01 BoWYER-BINGLETON & ASSOCIATES7 RNCOJRPOlRATED (~' FtlAl. APPROV Al. BI) SET .....111... · PLA..'.. . eUI..".. . ..V.RO....TAL 520 SOUTH MAGNOLIA AVENUE : ORLANDO. F'LORlpA 32801 407-843-5120 . F' AX 407-649-8664 ENGINEERING BUSINESS -1221 , AS-BUlL T SPRINGS FLORIDA DATE JAN,2oo1 DESIGNED BSA CHECKED DMS SCALE NTS PROJECT NO. BT RI-201 FLE NAME BTRIFWD.DOI SHEET 24 OF 25 WATER DET AILS SELF A1RE r::-D ~ .~~. I"'" r- .......) 1 2 l VI ~ ~ , .... 'S ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ./ C/L COh ST. I (J/L CON< T. N,R.O.~. S.R,O.W I - . I East-West Expressway I East-West E pressway I Of1 -Ramp On-Ramp I I I 40 ----:::::::: 5--......_ - -c::- 4Q I t..... I - ~~.::: .::::: --.... I -----::.-- - 1::: :::: - ~- ..... -- -- --. .:::: I:: - ::j L: :=r- ~ I -- -- I-- I - I Natu 0/ Ground I --:::: ::5 - -...... - --c::- . Notl... ro/ Ground ----:::-- -... - --.::::: -- ::- - - - --- .... ....-=.Jt:::: :..------- --.....;...-- -- _ .:::- ::: ~ ""'t: ::::r-- _ _ _ --- -- " ~R 38 " EX.UE ,''''' E B7 . BT .BE """ x. /2 WMO ~h 36 U 6' Fj" , 12' WM~ ) \J o 6" FA ~4 34 - I \ I , I , S r A. 7/~ "'OO.OC ~-"S.R. · 1-34 , I I I Ex. 24- RCP I I 1 , \ , 32 , I , I ~ ST ~. 700, 00.00' ~S.R. ~ 34 I I I I 'i/L CONS . (J/L CONe T. I I S. R.c' W. , N.R.O.W. I N.R.O.~. I S. R.O.W I , I , , I I I I I r . I . I . I , I I I I I I . . I I . , I I I . I I I , I I I 40 . , 4lJ . I . I I . . . . , I I . I I . I . . :5 - --.... _ I ...- - . - c: ::: -- -- . I 01 Ground 01 Ground I -----::: 5--""" i //-t:: ~==-- NotL rol Ground NotUl Ial Ground I --- 1-/ b--- I Nr(u Natu -... ....-=.Je== :::~::::-- - ---. :::= :::= .:::j L: L.- .... -=.Jt==. :::: =: :: :: - t-- __ -.. -- .:::- .: ====.:::~L: ::::r-- _ _ _ --- --.....;...-- --- --- ~ --- --- --.;,....- -- -- -- - - -- -- --- 38 ..3tL ~Ex.BT BT.Bt Ex. DE ',' '~'~ Ex. 07 .OE 36 -6 .., '" I~I VMI ) I~ WM( I o 6" FM V V () 34 I' 34 6'FM , ' t\ I I t. : I x,/8- RCP I I I I , ' '" 32 32 STJ ~ 720'" 00.00- ~S.R. 4 34 ST ~. 70S. 00.00 '-SR. ~ 34 .- .. ..VIIIO N I SUBMITT AL DATE BoWYER.-SlNGLETON CITY OF WINTER SPRINGS FLORIDA DATE I JAN,2OOt ~ DATE BY DESCRIPTION DATE BY DESCRIPTION DATE BY DESCRIPTION CITY OR DESIGNED BS/<. COUNTY --- ~ I~ CHECKED OMS W....D. & ASSOCIATES, iNCORPORATED CROSS SECTIONS I ~ SC.....E r-2O' F'IN..... .... APPf<<)v..... PRO.JfCT 1-'0. ~ .......1... · 'LAN.'.. . IUIYIYlN. . ..."....I.TAL fJrRI-Z\JI O's BID SET 520 SOUTH MAGNOLIA AVENUE' : ORLANDO. F'LORlqA 32801 EXISTING S.R.434 F' u: NAAotE fJrRIC~SDOI .... l "- 407-843-5120 . FAX 407-649-8664 t\J ~-8UL T ENGINEERING BUSINESS -1221 SHEET 25 OF tS . ~~.-: - - ~ ~ , ~ g - ~ II) ~ ~ ~ ..... Q::7j) 1')"'-"" I ~,. :...i (',. \. \ L ! I'l1 !'< ~ If, I , _ Fx.f!.O.Vf~Lln!!.._/.~/..~.. \ _. .. _.."-.. .. _._ -- -__ __ .-::.1 ~ -.-:: -=- - - - -==-------- . 74 Ex. /0' Lane, _ _ ~ _ _ _ _ _ _ _ _ . _ _ _ r.~_ . _ _ _ _ _ _ _ _ _ . _ . - - .u-. 7tf Lane - . - - - . - - - - , ======S-..::;.== - .' - - - - - _ "~ - - - -...... - -- - . - .. 7.1: =- . - - ~ ~ - . . -iii . - . - . . Ex. R755N. LIne \" t1!'< ./ '\ i~ ( ,>, l :cs ~ ~ ~ ~ :cs ~ ~ (!) ~ ~ ~ ~ ~ ..- - ~ t ~ ~ l.t.J ~ ~ ~ ~ ..; f;) to l)l !6 C5 ~ r-. DATE BY DESCRIPTION '-- " .' '- , ExIstIng Cturch SIt" , \ , , , , ~ PJ.EOUATION ST A 762-65.49-S.R.4.34- ST A/(X)().oo-STREET 'A' ~ t) ~~ t)' _~c5 ..' -;' .J h: -\ . ,- - ;I"-} /_/~J=\~===~ __ - - .... .,,~-- ) - -<,.'- II: l .-,,;; .:-.~: ~ /"' If'' ~ - C -- - - - --- =!B:::: ~ --, _,IL_._...... ' .. ---.-. - - - - --- ---:." c:- - - ~ - -7 - ~-}~~oi~t~f:~:';~''':-''- 10' 1\ 753 " ____L..~-_-_- _____ II gal 1'1 'oiiI _ ,.".2',- _ _ .. _: .z...:o.-::-: ~~_~ =--=1:9~~-:=::~ ..rolJ~~() '?~. 0 ,1. ;. ~b~~~"O eo . \lQ=. =.: =,\~~J :=~{~._I:'. - .'..'"7: - - eo -.. -f''\) --.- -)\ J ~ .,to f." t- ~~ l) 1> .. -iP '" \ (". t-""\~' ,l:J I.;/' ~"t..t ,{}' .[\,>) ,'~~'\ to~f.o ,,,')~. " ...<f> ,~:..'\ ,j?' f.'" 1'''' ...rf)' , ,- f.<f>.to l" " _ _ I" / " (J'-, - _ _ '1\ ,- ,; -, .-1>" ,- ,,>- ~~ -- . .. ').~~. ~,O _..,~... c..X ~;, ,.~ - . . - ,:,~ - ~O. ....),. . -,,~.' .'f- P 'r' :~~ '7' & ~ ~,O 'j,';~ .. . ~\b ,~,~ rj) i"~~. -SHADED AREA DENOTES NEW PAVEMENT . -<'- ...~ ? .. ~-~~.~r--~ '^ - - - 7Z~ l? ~. .' i' y~f' t<!> \ ' ~. 1 ,.....---:;..&.. .,~ / 0 '\) ," I'l1 ~ \ /? bJ' ~ 0 \)' ~ .4~) ... ,}*'\. '" "c., 'jJ .-.-1,\ 0 * }l' "1" ~' ~\'-'>3't t- *~~ \" * p'~' .-.-I~ 0 ~ .. 111..$) / J}~j$~ 0 . ",0 ~() to. \I ~ ~o f ~ 9> " .... ~ . l? / f ~() 0 ~ 'j,' i' * * ,," .. l. ' t .-.-I" ,l\\)' ~ ~~ ~\ ,",' .-.-I' ~~~ ~~ 1" t- t- J>' <;\0 f. EXISTING TREES WITHIN HATCHED AREA .. - .~ o~\)' ~ il' t-""-l', ~() ~. '~'~ * .' ." . ,~' . (l * ~',. * \)\ 0 \)' ~b il~""o (< -f'\:J '"' . , , "6' TRACT 'I' OPEN SPACE l.1'J TRACT ('p 'H' OPEN SPACE I \ o r o ~ ~ -~ ~ ~ ~ ~ ..J ~ 'W " .. , . .' , ~ llJ ~ h V) REMOVE EXISTING TRE.ES WITHIN ENTRANCE STATE ROAD 434 CONTRACTOR "AS-BUlL T5" I hereby .tate that the.e "Aa-Built." were furni.hed to me by the contractor Ii.ted below. I, or an employee under m~ direct .upervl.lon hove reviewed the.e "Aa-auilt." and believe them to be in compliance with "'y know'edc)e of what wa. actually con.tructed. Thi. .tote"'ent I. bo.ed upon .Ite ob.ervatlon. of the con.tructlon. Contractor'. Name Engin..r Not varld without the .ignature and the oriQinal ral.ed .ealof a Florida Regi.tered Engineer. DATE BY a.VIIIONI DESCRIPTION DESCRIPTION ADD SHEET TO SET TO SHOof TREES DATE SiUBMITT AI.. CITY ~ COUNTY CITY OF WINTER SPRINGS FLORIDA DATE JAN,200/ DESIGNED BSA CHECKED DIIS SR. 434 EXISTING TREE PLAN SCAlE r.SO' PROJECT NO. BTR/-20/ SELF AlRE F'1lE NAME BTRfTREES.D01 SHEET 25A OF 25 DATE BoWYER-8JINGLETON l &: ASSOCIATES, iNCORPORATED ..........,... · 'LA........ . eUIVIYI... . '''VIIO''.''''AL 520 SOUTH MAGNOLIA AVENUE : ORLANOO. FLORIDA 32801 407-843-5120 . FAX 407-649-8664 ENGINEERING BUSINESS .1221 BY DIIS 7/20/01 5 w....c. F'IVIL APPROVAl BIl SET , -I AS-BUlL T' ('CD 2 ,~ :'1 l'-' '.,j ,,", l .