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HomeMy WebLinkAbout03-08-2005 Agenda Packet Mavor S. Scott Vandergrift center of Good L . ~'o-e Jt'i~ Commissioners Danny Howell, District 1 Scott Anderson, District 2 Rusty Johnson, District 3 Nancy J. Parker, District 4 City Manager Robert Frank PLANNING AND ZONING COMMISSION (LOCAL PLANNING AGENCY) AGENDA Tuesday, March 8, 2005 7:00 PM I. CALL TO ORDER A. Invocation and Pledge of Allegiance B. Roll Call and Determination of Quorum II. CONSENT AGENDA A. Minutes of the Planning and Zoning Commission Regular Meeting held February 8, 2005 III. OLD BUSINESS None IV. NEW BUSINESS A. Village at Lake Bennet (PUBLIC HEARING) 1. Preliminary Subdivision Plan V. MISCELLANEOUS A. Project Status Report B. March Calendar ~. ADJOURNMENT NOTE: Regular Planning and Zoning Commission meetings take place on the second Tuesday of every month at 7:00 pm in the Ocoee Commission Chambers in City Hall unless otherwise advertised. Any person who desires to appeal any decision at this meeting will need a record of the proceedings and for this purpose may need to ensure that a verbatim record of the proceedings is made which includes testimony and evidence upon which the appeal is based. More than one Commissioner may participate or hear discussions regarding a matter which will come before the Commission for action. Also in accordance with Florida Statue 286.26: Persons with disabilities needing assistance to participate in any of these proceedings should contact the Office of the City Clerk, 150 North Lakeshore Drive, Ocoee, FL 34761 (407) 905-3105, 48 hours in advance of the meeting. O:\P & Z\Agendas\2005\Mar 8 2005 P & Z Agenda.doc City ofOcoee. 150 N Lakeshore Drive. Ocoee, Florida 34761 phone: (407) 905-3100 · fax: (407) 656-8504. www.cLocoee.fl.us THE MINUTES OF THE PLANNING AND ZONING COMMISSION ACTING AS THE LOCAL PLANNING AGENCY MEETING HELD TUESDAY, MARCH 8, 2005 CALL TO ORDER Chairman Golden called the meeting to order at 7:00 p.m. Following a moment of silent meditation and the Pledge of Allegiance to the Flag, a quorum was declared present. PRESENT: Chairman Golden, Members Campbell, Keller, McKey, Morris, Riffe, Sills, and West. Also present were Community Development Director Wagner, City Attorney Rosenthal, and Deputy City Clerk Brasher. ABSENT: Member Rhodus, who was excused. CONSENT AGENDA Minutes of the Planning and Zoning Commission Regular Meeting held on Tuesday, February 8, 2005. Member West, seconded bv Member Keller, moved to accept the Consent Aqenda as presented. Motion carried 8-0. NEW BUSINESS VILLAGE AT LAKE BENNET - PRELIMINARY SUBDIVISION PLAN Senior Planner Fabre presented the staff report for the Preliminary Subdivision Plan (PSP) for the Village at Lake Bennet. The Village at Lake Bennet consists of :1::39.6 acres and is located on the northeast corner of Bluford Avenue and West Colonial Drive adjoining Lake Bennet. The proposed plan has five (5) commercial lots on :1::13.9 acres for Phase 1 and Phase 2 will have two (2) parcels on :1::12.5 acres with no entitlements as part of this PSP. The northern edge of the property abuts the historic brick Maine Street, and the eastern edge abuts a wetland area that is associated with Lake Bennet, which will be covered by a conservation and drainage easement dedicated to the City. A pedestrian sidewalk and bike path easement will also be dedicated on the upland area along the wetland associated with Lake Bennet. The Future Land Use designation for the site is Commercial with Conservation/Floodplains along Lake Bennet. The property is zoned Community Commercial (C-2), which allows development and construction of the proposed land use and the requested use is consistent with the Comprehensive Plan. The site is located within the State Road 50 "Activity Center" Special Development Plan and is identified as an "Activity Center" and as well as a "Gateway Intersection" in the Activity Center Special Development Plan. These classifications promote special development considerations to encourage high quality development. Planning and Zoning Commission Regular Meeting March 8, 2005 The Village at Lake Bennett Preliminary Subdivision Plan will be developed as a commercial subdivision consisting of five (5) buildable lots for Phase 1. The proposed uses for Phase 1 includes restaurants, banks, pharmacies, and retail establishments. Phase 1 will also include relocating, engineering, and constructing Maine Street in accordance with an existing development agreement. Approximately three (3) acres between the relocated Maine street and the historic Maine Street will be dedicated to the City as parkland and water retention area per the existing development agreement. The scope of Phase 2 for this project has not yet been determined, therefore, no entitlement is being granted in this PSP. The internal road stub-outs would connect to the future Phase 2, however, the land in question was sold to another developer, so there is no way of knowing how the remainder of this site will be developed or its relationship to future development to the northeast. The access into the subject site will be provided via a right/in right/out on SR 50. Additionally, two (2) right/in and right/outs and a full access will be provided on Bluford Avenue. There will also be right/in right/out access on the relocated Maine Street. Along the entire length of Bluford Avenue, there will be turn lanes to service the individual access driveways. At the intersection of Bluford Avenue and SR 50, there will be a dual left turn lane, which will serve eastbound traffic on SR 50. Staff recommended that the City and the developer share equally in the improvement cost for the additional left turn lane. The tree preservation ordinance requires that every attempt be made to save significant trees on the site. Staff has raised numerous concerns to the Applicant about preserving significant trees for this project. It is apparent that the current Preliminary Subdivision Plan as configured will ultimately result in little to no existing trees saved. The Developer is requesting four (4) waivers: 1. The applicant is requesting a waiver from Art. VI, Sec. 6-14, C, (1), (b), ii, which requires that smaller commercial structures and out parcels situated along primary and secondary roadways will not dominate the street frontage and shall be restricted to no more than 50% of the linear roadway frontage within a planned commercial development or subdivision. The justification indicates that the developer is donating 35 feet wide right-of-way along Bluford Avenue and 10 feet right-of-way along SR 50 as an offsetting public benefit. 2. The applicant is requesting a waiver from Art. VI, Sec. 6-14, C, (1) (b), iv, which requires that no more than two (2) out parcels within the same planned development shall abut each other along primary or secondary street 2 Planning and Zoning Commission Regular Meeting March 8, 2005 frontages, although any number of out parcels may front on internal streets within a commercial subdivision. 3. The applicant is requesting a waiver from Art. VI, Sec. 6-14, C, (1) (b), v, which requires that no out parcels lot shall be less than one acre in size. 4. The applicant is requesting a waiver from Art. VI, Sec. 6-14, C, (2), (b), I, which requires a minimum 25 foot landscape buffer along public primary and secondary streets. DEVELOPMENT REVIEW COMMITTEE RECOMMENDATION The Development Review Committee (DRC) met on February 23, 2005, and reviewed the Preliminary Subdivision Plan. This meeting was initiated by the developer who was interested in moving his project forward. There were considerable comments and concerns addressed from Public Works, Engineering, City Attorney, City Transportation Planners, and the Planning Division that were identified in written staff comments and/or verbally presented. The Applicant was made aware of the following issues. 1. The Applicant has not submitted a complete Traffic Study. Therefore, the applicant will need to finalize the Traffic Study to meet city methodology. . The proposed roadway along Bluford Avenue raised concerns from the Public Works Department. Median separators were requested to be widened to four (4) feet. Access return radii were requested to be reduced in order to allow more pedestrian safety. Safety concerns about the right/in right/put on SR 50 were also raised. The Applicant agreed to work with staff to address these issues and incorporate them in the Preliminary Subdivision Plan prior to the Final Subdivision Plan. 2. The Applicant also requested to delay the engineering and construction of the relocated Maine Street in order to expedite Certificates of Occupancy for their end-users. The Applicant offered to bond the street in order to postpone development of the road. Staff made it clear that the existing Development Agreement would have to be amended for such action to take place. It was also made clear that the relocated Maine Street improvements must be constructed according to the Preliminary Subdivision Plan. The applicant was also informed that it is standard to build all subdivision infrastructures at the same time. As a result, the Applicant agreed to build Maine Street as part of Phase 1 subdivision infrastructure improvements. Due to lack of time to discuss the numerous remaining technical issues, the DRC voted to unanimously recommend approval of the Preliminary Subdivision Plan, subject to the developer making changes on the plans and resolving the numerous issues specified in the Staff reports and incorporating the comments raised at DRC. 3 Planning and Zoning Commission Regular Meeting March 8, 2005 STAFF RECOMMENDATION Based on the recommendation of the DRC, Staff respectfully recommends that the Planning and Zoning Commission recommends approval of the Preliminary Subdivision Plan for the Village at Lake Bennett, as date stamped received by the City on February 10, 2005, subject to the Developer making changes to the plans which resolve the issues specified in the Staff reports and the comments raised at DRC. PLANNING AND ZONING COMMISSION COMMENTS & QUESTIONS Vice-Chairman McKey asked if the engineering, construction, and infrastructure of Maine Street would be delayed. Senior Planner Fabre said the Developer agreed to construct the relocated Maine Street in Phase 1. City Attorney Rosenthal said that the Developer has agreed but nothing has been documented. Member Morris asked if there would be a traffic signal at the Bluford main in/out access. Community Development Director Wagner stated there eventually would be a traffic signal on relocated Maine Street. Member Keller said the plans look like every tree is to be removed from the property and he would like the Developer to leave more trees on the property. Member Sills stated his concerns with the "right-out" lane heading westbound on SR 50. Community Development Director Wagner said the lane has been discussed numerous times and F.D.O.T. has approved the "right-out" lane. City Attorney Rosenthal said the City is deferring to what F.D.O.T. permits. The public hearing was opened. Developer Owen Ewing, presented exhibits of the proposed Conceptual Plan and stated they are willing to donate 135 feet of additional right-of-way along Bluford Avenue in return for four (4) waivers. Mr. Ewing further stated they are going to save as many trees as possible but many of the trees were damaged by the hurricanes. Chairman Golden stated his concerns with the trees that are to be removed. Turgut Dervish, representing Transportation, Planning and Design stated that FD.O.T. is permitting the "right-out" on SR 50 because, if it were not permitted, it would cause traffic issues on Bluford Avenue. Bill Fisher, architect for the developer, presented design renderings of the proposed project and said each parcel would be developed in a unified manner. Chairman Golden voiced his concerns regarding the lack of design guidelines. Community Development Director Wagner said the City does not look at design features until the project gets to the Final Subdivision Plan. 4 Planning and Zoning Commission Regular Meeting March 8, 2005 A lengthy discussion ensued regarding Phase 2, which has no entitlements as part of this PSP. City Attorney Rosenthal clarified that there has not been a Preliminary Site Plan or Final Site Plan submitted for any lots in Phase 2. Chairman Golden asked how pedestrian activity is shown on the Site Plan. Joel Arnold, representing Consul-Tech, stated there would be external and internal sidewalks throughout the project. Cindy Smith, representing ABC Fine Wine & Spirit Store, voiced concerns with proposed alignment of the full access entrance on Bluford Avenue in relationship to the ABC proposed project access. Mr. Ewing said he felt the issue with ABC could be resolved. The public hearing was closed. A lengthy discussion ensued with several members of the Planning and Zoning Commission regarding their concerns with the proposed project: ~ Traffic patterns ~ Waivers ~ Landscaping and trees ~ Development of Phase 2 ~ Unresolved/unaddressed issues ~ Inconsistency with LDC and Activity Center Vice-Chairman McKev. seconded by Member Keller. moved to deny the Preliminary Subdivision Plan for The Villaqe at Lake Bennett based on the followinq comments: 1) Inconsistency with the adopted State Road 50 "Activity Center" requirements of the Comprehensive Plan and the Land Development Code; 2) Specific out parcel waivers 1. 2, & 3 are inconsistent with the Land Development Code and the Comprehensive Code and in the absence of qrantinq the requested waivers. the proposed plan does not work; 3) Too many issues raised in Staff comments. which have not been addressed and incorporated into the PSP; 4) Lack of an overall Master Plan, includinq adiacent parcels. which are not within the PSP; 5) Not a mixed-use proiect; 6) Proiect only calls for commercial out parcels. which would also be inconsistent with not beinq a mixed-use proiect; 7) Lack of a completed Traffic Study. 5 Planning and Zoning Commission Regular Meeting March 8, 2005 Motion carried 6-2 with Members Morris and West votinq no. ADJOURNMENT The meeting adjourned at 9:27 p.m. ~- Z~~. ;,~ ~ Brenda Brasher, Deputy City Clerk .t<t>\.:,l Me v~'f I.A c ti.\'\~ ('hcu"vl"Y\.C{C) 6 ITEM NUMBER IV. A PUBLIC HEARING Village at Lake Bennet Preliminary Subdivision Plan c of Good LI , . Mayor . ..:. g Commissioners S. Scott Vandergrift Danny Howell, District 1 `.,- Scott Ander D istrict 2 City Manager r t _ Rusty Johnson, District 3 Robert Frank Nancy J. Parker, District 4 STAFF REPORT DATE: March 3, 2005 TO: The Planning and Zoning Commission FROM: J. Antonio Fabre, Senior Planner THROUGH: Russ Wagner, AICP, Community evelopment Director flfr SUBJECT: The Village at Lake Bennett Preliminary Subdivision Plan (PSP) Project # LS- 2004 -12 ISSUE: Should the Planning & Zoning Commission recommend approval of the Preliminary Subdivision Plan (PSP) for the Village at Lake Bennet? BACKGROUND: The Village at Lake Bennet commercial subdivision is located on the northeast corner of Bluford Avenue and W. Colonial Drive (SR 50) adjoining Lake Bennet. The subject property is an assemblage of three parcels of land that total (including wetlands and submerged property) approximately 39.6 acres. The proposed Preliminary Subdivision Plan has five (5) commercial lots on approximately 13.9 acres for Phase 1. Phase 2 will have two (2) remnant parcels (A and B) on approximately 12.5 acres with no entitlements as part of this PSP. The site is undeveloped and covered with a mixture of pine trees, large oak trees and other varieties of trees scattered around the property. The northern edge of the property abuts the historic brick Maine Street, and the eastern edge abuts a wetland area that is associated with Lake Bennet, which will be covered by a conservation and drainage easement dedicated to the City. In addition, a pedestrian sidewalk and bike path easement will also be dedicated on the upland area along the wetland associated with Lake Bennet. The adjacent lands to the north, east and west are mostly undeveloped with C -2 zoning. Located on the south side of SR 50 is the Ocoee Commerce Center Subdivision zoned C -2. More specifically, on the northwest corner of SR 50 and Bluford Avenue is a 7 -11 convenience store. On the southwest corner is the Westgate Resorts call center zoned C -3. The Planning and Zoning Commission March 8, 2005 Page 2 of 4 The Future Land Use designation for the subject site is Commercial with Conservation /Floodplains along Lake Bennet. The property is zoned Community Commercial (C -2), which permits development and construction of the proposed land use. Therefore, the requested use is consistent with directives of the Comprehensive Plan. The subject site is located within the State Road 50 Activity Center Special Development Plan and is identified as an as an "Activity Center." Moreover, it is also identified as a "Gateway Intersection" in the Activity Center Special Development Plan. These classifications promote special development considerations to encourage high quality development. DISCUSSION: The Village at Lake Bennet Preliminary Subdivision Plan will be developed as a commercial subdivision consisting of five (5) buildable lots for Phase 1. The proposed uses for Phase 1 includes restaurants, banks, pharmacies and retail establishments. It should be noted that the internal site layouts for individual lots on the plans are for informational purposes only. Phase 1 will also include relocating, engineering, and constructing Maine Street in accordance with an existing development agreement (attached). Additionally, approximately 3 acres between the relocated Maine Street and the historic Maine Street will be dedicated to the City as parkland and water retention area per the existing development agreement. The scope of Phase 2 for this project has not yet been determined, therefore, no entitlement is being granted in this PSP. The Developer previously gave assurances that Phase 2 would have a "Village Center" mixed -use layout in order to be consistent with the State Road 50 Activity Center Special Development Plan (see attached conceptual master plan). As shown in the Preliminary Subdivision Plan, the internal road stub -outs would connect to the future Phase 2. At this time, however, the land in question was sold to another developer, so there is no way of knowing how the remainder of this site will be developed or its relationship to future development to the northeast. Access into the subject site will be provided via a right/in right/out on SR 50. Additionally, two right/in right/outs and a full access will be provided on Bluford Avenue. There will also be a right/in right/out access on the relocated Maine Street. Along the entire length of Bluford Avenue, there will be turn lanes to service the individual access driveways. At the intersection of Bluford Avenue and SR 50, there will be dual left turn lane, which will serve eastbound traffic on SR 50. Staff recommended that the City and the Developer share equally in the improvement cost for the additional (second) left turn lane. The tree preservation ordinance requires that every attempt be made to save significant trees on the site. Staff has raised numerous concerns to the Applicant about preserving significant trees for this project. It is apparent that the current Preliminary Subdivision Plan as configured will ultimately result in little to no existing trees saved. Staff believes that the major contributing factor has been the developer's commitment to their end -user. Nevertheless, staff has agreed to forward this request to the commissioners for their direction and formal action. The Planning and Zoning Commission March 8, 2005 Page 3 of 4 The Developer is requesting four (4) waivers: 1. The applicant is requesting a waiver from Art. VI, Sec. 6 -14, C, (1), (b), ii, which requires that smaller commercial structures and outparcels situated along primary and secondary roadways will not dominate the street frontage and shall be restricted to no more than 50% of the linear roadway frontage within a planned commercial development or subdivision. The justification listed in the waiver table on the cover sheet indicates that the developer is donating 35 feet wide right -of -way along Bluford Avenue and 10 feet wide right -of -way along SR 50 as an offsetting public benefit. 2. The applicant is requesting a waiver from Art. VI, Sec. 6 -14, C, (1), (b), iv, which requires that no more than two outparcels within the same planned development shall abut each other along primary or secondary street frontages, although any number of outparcels may front on internal streets within a commercial subdivision. The justification listed in the waiver table on the cover sheet indicates that the developer is donating 35 feet wide right -of -way along Bluford Avenue and 10 feet wide right -of -way along SR 50 as an offsetting public benefit. 3. The applicant is requesting a waiver from Art. VI, Sec. 6 -14, C, (1), (b), v, which requires that no outparcel lot shall be less than one acre in size. The justification listed in the waiver table on the cover sheet indicates that the developer is donating 35 feet wide right -of -way along Bluford Avenue and 10 feet wide right -of -way along SR 50 as an offsetting public benefit. 4. The applicant is requesting a waiver from Art. VI, Sec. 6 -14, C, (2), (b), i, which requires that a minimum 25 foot landscape buffer shall be required along public primary and secondary streets. The justification listed in the waiver table on the cover sheet indicates that the developer is donating 35 feet wide right -of -way along Bluford Avenue and 10 feet wide right -of -way along SR 50 as an offsetting public benefit. DEVELOPMENT REVIEW COMMITTEE RECOMMENDATION: The Development Review Committee (DRC) met on February 23, 2005 and reviewed the Preliminary Subdivision Plan. This meeting was initiated by the developer who was interested in moving his project forward. There were considerable comments and concerns addressed from Public Works, Engineering, City Attorney, City Transportation Planners and the Planning Division that were identified in written staff comments and /or presented verbally. The applicant was made aware of the following issues. The applicant has not submitted a complete traffic study. Therefore, the applicant will need to finalize the Traffic Study to meet City methodology. The proposed roadway geometry along Bluford Avenue raised concerns from the Public Work Department. Median separators were requested to be widen to four feet wide. Access return radii were requested to be reduced in order to allow for more pedestrian safety. Safety concerns about the right/in right/out on SR 50 were also raised. The Applicant agreed to work with staff to address these issues and incorporate them in the Preliminary Subdivision Plan prior to FSP. The Planning and Zoning Commission March 8, 2005 Page 4 of 4 The applicant also requested to delay the engineering and construction of the relocated Maine Street in order to expedite Certificates of Occupancy (C.O.) for their end - users. The applicant offered to bond the street in order to postpone development of the road. However, staff made it clear that the existing Development Agreement would have to be amended for such action to take place. It was also made clear that the relocated Maine Street improvements must be constructed according to the Preliminary Subdivision Plan. The applicant was also informed that it is standard practice to build all subdivision infrastructure at the same time. As a result, the applicant agreed to build Maine Street as part of the Phase 1 subdivision infrastructure improvements. Due to lack of time to discuss the numerous remaining technical issues, the DRC voted unanimously to recommend approval of the Preliminary Subdivision Plan, subject to the developer making changes on the plans and resolving the numerous issues specified in the staff reports and incorporating the comments raised at DRC. STAFF RECOMMENDATION: Based on the recommendation of the DRC, Staff respectfully recommends that the Planning and Zoning Commission recommend approval of the Preliminary Subdivision Plan for The Village at Lake Bennet, as date stamped received by the City on February 10, 2005, subject to the Developer making changes to the plans which resolve the issues specified in the staff reports and the comments raised at DRC. Attachments: Community Development Department (Planning Division) Memorandum dated February 21, 2005; Utilities /Engineering Department Memorandum dated February 21, 2005; (2) Foley & Lardner LLP Memorandum dated February 22, 2005 and February 16, 2005; (2) Renaissance Planning Group Memorandum dated February 17, 2005 and February 8, 2005; The Village at Lake Bennett Conceptual Master Plan City of Ocoee /Colburn Development Agreement November 17, 1998; Location Map FLU Map Zoning Map Preliminary Subdivision Plan for The Village at Lake Bennet date - stamped February 10, 2005. O: \Staff Reports\ 2005\ SR05013 _AF_TheVilageofLakeBennet_P &Z.doc The Village at Lake Bennet Location Map MAINE STREET l O F LAKE BENNET 0 W. COLONIAL DR. (SR 50) lam \ REW1 > The Village at Lake Bennet Surrounding Future Land Use Map 0 �% v , c ,voei of Gooch tir, \ .,. ____ .._, ._.. _ , .-, Ocoee Community Development \I H D R . 1 inch equals 400 feet 130 65 0 130 260 390 Feet _ i ('hii ' i _ -1- 7i1. �1 . ■ Printed: February 2005 - O Subject Property COMM , Unincorporated Territory ••• and Other Municipalties Low Density Residential Medium Density Residential i NM High Density Residential `6, Q NM Professional Offices and Services MI Commercial - Light Industrial 11. MI Heavy Industrial E ll Conservation /Floodplains 11111 1, 1 5 , LAKE Recreation and Open Space BENNET MI Public Facilities /Institutional Lakes and Water Bodies V $ i W. COLONIAL DR. (SR 50) <O „,,_.,.,, ,,., . . .., ... --N.,_.,, .. .. , . .. ..,, . .., LI \ REW 9-.1_ The Village at Lake Bennet Surrounding Zoning Map 0 � tofGo Lh,, pCOEE Ocoee Community Development \L2pa S RT 1 inch equals 400 feet 130 65 0 130 260 390 Feet 11 i I N E S 1 RE E 111 Printed: February 2005 _. DSubject Property Unincorporated Territory and Other Municipalties Zoning Classification: 4 116 General Agricultural (A -1) Suburban (A -2) Single - Family Dwelling (R -1AAA) II 1j Single - Family Dwelling (R -1AA) -41 Single - Family Dwelling (R -1A) • j Single - Family Dwelling (R -1) Id �� One- & Two - Family Dwelling (R -2) �`, A C - 2 LAKE IN Multiple - Family Dwelling (R -3) MA / BENNET Mobile Home Subdivision (RT -1) 1 - Professional Offices & Services (P -S) Neighborhood Shopping (C -1) -411 Community Commercial (C -2) J - 1 1 - 1 - \ General Commercial (C -3) W, COLONIAL DR. (SR 50) Restricted Manufacturing & Warehousing (1 -1) . *Oi General Industrial (1-2) CO Commercial (PUD) C-3 , Low Density (PUD) 'V Medium Density (PUD) �Q High Density (PUD) \_ / \ \ dill Public Use (PUD) 1'1 R W �' /// Unclassified • ..may ... Lakes and Water Bodies e Ce nter of Good Li p Mayor ��' Commissioners S. Scott Vandergrift `k• • L �''' °� Danny Howell, District 1 Scott Anderson, District 2 City Manager `J �+ - Rusty Johnson, District 3 Robert Frank _ Nancy J. Parker, District 4 MEMORANDUM DATE: February 21, 2005 TO: Carolyn Alexander, Development ' eview Coordinator FROM: Antonio Fabre, Senior Planner tagri, SUBJECT: The Village at Lake Bennett (F''' Shoppes of Ocoee) Preliminary Subdivision Plan — 4th Staff Review LS- 2004 -12 These comments list the concerns of the Community Development Department related to the current application submittal. However, it is possible that when changes are made to the drawings in response to these comments, that additional comments may be generated after further review of the revised application. The following staff comments are in response to the submittal dated February 10, 2005. 1. [Repeat Comment] There are some additional roadway improvements along Bluford Avenue for turning lanes that need to be revised in this PSP. Specifically, dual left turn lanes at the intersection of Bluford Avenue and SR 50 will need to be provided based upon project impacts... Turn lane geometry and lengths will be evaluated in detail at FSP. Applicant Response: Two left turn lanes from Bluford to SR 50 are shown on the plans. However, the cost to construct the additional turn lane is not the responsibility of Paradise Development Group as the traffic study does not warrant the additional turn lane to service the development. A raised median separator 4- inches high and 2 -ft. wide is provided. • As of this date, the City has not received an acceptable traffic study from the applicant for the proposed project. Furthermore, the City requested a further analysis from our consulting transportation (RPG) planners in order to determine if dual left turn lanes were warranted. The traffic analysis concluded that with only Phase 1 of the development dual left turn lanes would be required. Please review the attached letter from our (RPG) consulting transportation planners dated February 8, 2005. However, since the intersection is almost failing at its current traffic condition, staff recommends that the City and the developer share equally in the improvement cost for the second left turn lane. • Additionally, revise the alignment of the travel lanes near the full access entrance on Bluford Avenue. Roadway lanes shall be aligned in a straight line in order to ensure a logical continual travel flow. Therefore, this request will dictate a shift to the thru lane further north of the full access opening. • A modified signal plan and stripping for the intersection of Bluford Avenue and SR 50 will be evaluated in detail at FSP. This will be included in the added left turn lane improvement to be constructed by the developer. February 21, 2005 The Village at Lake Bennet Preliminary Subdivision Plan Page 2of5 2. [Repeat Comment] Plans need to be provided typical street lighting plans for the project including specifications for lighting that meet the Land Development Code. Staff requires a conceptual lighting program in order to ensure that the intent of the Land Development Code and the Activity Center Special Development Plan. • Add a note to the plans whereby the Developer shall be required to provide the street lighting along the subdivision street infrastructure. • Additionally, add a note that ensures that all individual lots shall have the same type of light fixture as utilized for the subdivision roadways. 3. [Repeat Comment] A signage program needs to be developed for the entire development that is consistent throughout and provides for a common monument sign base for all signs within the project. — Provide the proposed signage details with dimensions that meet Code on a separate sheet in the plans. Please note, since phase 1 is essentially a development of out parcels a business center sign will not be permitted for this phase. • The project does not qualify for shopping center signage. Therefore, remove the two (2) shopping center signs from the plans. • Furthermore, the proposed monumental sign is unacceptable, as it demonstrates no proposed architectural style. Please revise with previously proposed architectural theme monumental sign. 4. [Repeat Comment] The project needs to identify the proposed architectural theme for the project. Therefore, the elevations for the buildings that were submitted with this package need to be incorporated on a separate sheet in the plans. • Additionally, please identify on the architectural sheet minimum standards. For instance, roof type, roof materials, exterior finish, color etc... 5. [Repeat Comment] The tree preservation ordinance requires that every attempt be made to save significant trees on the site and that the roads and buildings and parking are positioned to accommodate that. Please attempt to design the site in a manner, which saves the more significant trees on the site. Staff suggests designing larger islands around the cluster of existing trees to ensure a higher survival rate. It appears to be a low percentage of trees are to be saved. Please propose more trees to be saved. • Staff has raised numerous concerns about preserving significant trees for this project. It is apparent that the current subdivision plan as configured will ultimately have little to no existing trees saved. Staff believes that the major contributing factor has been the developer's commitment to their end -user. The developer provided considerably more parking spaces than is required by Code, greatly reducing the opportunity for a greater tree preservation commitment. As a result, staff has no option but to forward this request to the commissioners for their direction and formal action. February 21, 2005 The Village at Lake Bennet Preliminary Subdivision Plan Page 3 of 5 6. [Repeat Comment] On the Landscape Plans, sheet 2 of 2, the decorative fence on the retention pond details shall be black, metal and 42 inches high. Please show fence details, proposed vines and the 10 feet wide landscape buffers. • The Typical Retention Pond Plan detail still describes a 5 -foot high decorative fence. Therefore, revised the Typical Retention Pond Plan detail to indicate a 42" high fence. • Furthermore, please add the required trees along the southern portion of the Lift Station and provide for vines. 7. [Repeat Comment] This plan has gone through numerous iterations and numerous discussions with the Developer about creating some type of sense of character for this project. This is the largest undeveloped piece of property and probably one of the most valuable corners in the City, and it is the intent of the Activity Center that a signature type of development be planned for this location. The plan that has been submitted is simply a conglomeration of outparcels with no unifying feature or centralized focal point. - -In general, the project demonstrates a typical strip commercial development along Bluford Avenue and SR 50, which has no defining character or centerpiece as a focal point; therefore, inconsistent with the intent of the SR 50 Activity Center and the adopted Comprehensive Plan. The developers gave assurances of a Village Center style development plan for Phase 2. Staff articulates its concern that phase 2 shall be consistent with the adopted SR 50 Activity Center. In connection therewith, the following Condition of Approval should be added: "Remnant Parcels A and B — No development entitlements will be provided under this PSP and will be incorporated into a master plan with adjoining property. Construction in remnant parcels will occur as phase 2." Applicant response: This developer ultimately has no ownership rights to the adjacent lands and therefore cannot guarantee that Development on adjacent lands as shown in concept will ultimately be constructed per Concept planning. This developer cannot agree with the City's condition of approval language that no development entitlements will be granted to these remnant parcels unless they are incorporated into a master plan with the adjacent lands. • City staff was under the impression that the applicant had an option on the adjacent property either by some sort of joint venture or a purchase agreement. Since this representation by this developer was key to staff support of this plan, we believe that this results in a typical strip commercial development with no unifying centerpiece and no prospects for such. Therefore, for reasons stated above, the following Condition of Approval (COA) shall be amended in order to be added to the project: "No development entitlements or approvals are granted by this Preliminary Subdivision Plan (or any subsequent final subdivision plan for Phase 1) with respect to Phase 2 ( which are identified on the Plan as Remnant Parcels A and B). The Developer will be required to apply for and obtain separate preliminary and final subdivision plan approval for Phase 2. While the City recognizes that the Developer does not own or control the adjoining tract of land to the north of Phase 2 (the "Adjoining Tract "), it is the intent of the City that Phase 2 be developed as a "Village Center" style development which integrates Phase 1, Phase 2 and the Adjoining Tract in an overall master plan. The City may require that the owners of Phase 2 and the Adjoining Tract meet with each other and City staff to address the foregoing prior to the acceptance of any application February 21, 2005 • The Village at Lake Bennet Preliminary Subdivision Plan Page 4of5 for the development of Phase 2. In the event a proposed plan for Phase 2 does not include and integrate the Adjoining Tract into an overall master plan, then the Developer shall be required to demonstrate to the City its good faith efforts to obtain such integration. In any event, any plan for Phase 2 will provide for cross access through Phases 1 and 2 to the Adjoining Tract in order that the Adjoining Tract may be subsequently developed on an integrated basis with Phases 1 and 2 and such cross access will be provided for in the restrictive covenants and /or association documents with respect to Phase 1 and Phase 2. Nothing herein shall be construed as waiving any Land Development Code requirements with respect the Phase 2." 8. [Repeat Comment] Move the utilities lines along the streets and right -of -way as much as possible. All water lines, storm sewers, sanitary forcemains, gravity lines, reuse lines and other private utilities must be located within the internal roadway tracts and outside of all required landscape buffers areas excepted where minor crossings are required. Therefore, modify plans accordingly. • The most northern stormwater pipe is within the Phase 2 landscape buffer area. Therefore, move the northern stormwater pipe under the roadway pavement and into Phase 1 boundary. 9. [Repeat Comment, Modified] On sheet 8, Tract 9 and 10, allow for a pedestrian, sidewalk and bike path facilities easements dedicated to the City. -- On sheet 13, the Tract for the City of Ocoee easement should be labeled as "Conservation and Sidewalk & Bikepath Easement." • On sheet 13, Tract 9 needs to be incorporated into the tract and lot matrix. It should be labeled owned and maintained by the POA. Its purpose should be labeled Easement to be dedicated to the City of Ocoee. On the plat designated it as a "Conservation and Drainage Easement." • On sheet 13, Tract 8 should be labeled on the plat as a "Pedestrian and Sidewalk & Bikepath Easement." • On sheet 13, Tract 8 should be expanded from along the edge of the proposed (right/in right/out roadway on SR50) right -of -way over to Tract 9 in order to ensure access for the public. 10. [Repeat Comment] The entrance on SR 50 appears to require some sort of retaining wall. Please provide details with a decorative block system. — Provide note that requires decorative block or wall finish. • Additionally, provide the picture that was previously provided on the design guidelines booklet on the plans. 11. [Repeat Comment] On sheet 10, relocated the proposed forcemain outside the required 15 feet landscape buffer along Bluford Avenue. • It appears that the forcemain is still on the landscape buffer. Please relocate the forcemain on the provided right -of -way. February 21, 2005 The Village at Lake Bennet Preliminary Subdivision Plan Page 5 of 5 12. [Repeat Comment] On sheet 13, show 10 feet landscape buffers on each lot outside the internal roadway tracts. • It appears that the 10 feet landscape buffers are still not demonstrated on the . tract and lot plan. ADDITIONAL COMMENTS: A 1. Since the sewer lines for the Lift Station are being relocated and landscaping proposed, the applicant shall increase the size of the boundary of Phase 1 to include the Lift Station construction area accordingly. A 2. On sheet 18, the internal driveway lanes are labeled 14 feet wide. This is inconsistent with the rest of the plans. Therefore, please review and revise accordingly. A 3. Clarify and enhance the delineation of the area noted as "Note: Shown for Pictorial Purpose. Not to be constructed in Phase 1 or Phase 2" on the plans. Throughout the plans the area was not clearly delineated. Additionally, staff suggests adding to the note "property on the west side of Bluford Avenue" in order to be more specific with its description. Please review and revise accordingly. A 4. As previously discussed, the PSP need to be incorporated into one set of plans. Specifically, the signage plan, architectural elevations & requirement sheet, lighting plan, previously submitted design (any certain information deemed appropriate) guidelines and (DRMP) specific purpose survey must all be reduced or enlarged to fit on the same size sheets (preferably 24 "x36 ") and added to the "Plan Index" table on the cover page. Therefore, please provide all the sheets on the same size and incorporate them all into one set of plans. e Ce ntex of Good LI Mayor �b - �—- Jtt Commissioners S. Scott Vandergrift -... r Danny Howell, District 1 ' 0 Scott Anderson, District 2 City Manager _�, ' _ Rusty Johnson, District 3 Robert Frank Nancy J. Parker, District 4 The Village at Lake Bennett Large Scale Site Plan – 4 Staff Review Utilities/Engineering Department Comments February 21, 2005 The following are the results of your fourth submittal for the above referenced project. If you have any questions pertaining to the requested information, please contact our office. 1. Typical Pond 3 Section on Sheet 9, show the NWL at 116.00 ft-NGVD. The calculations report show NWL at 118.00 ft-NGVD. Please indicate which is correct. 2. The inflow /outflow pipes that are sealed to the retaining walls should be wrapped by filter fabric as required. Please address. 3. It is recommended that the side slopes at the retaining walls be lowered 2 feet below the control elevation so that the bare side slopes will not be visible during the dry season and when the well level drops below the control elevation. 4. Please fill out the Water Main Thrust Collar Detail on Sheet 12. 5. Please take out the Thrust Block detail from Sheet 12. It is not used anymore. 6. For Drainage Basin A, it appears that the weir data are not consistent between the 100 year /24 hour and the 25 year /96 hour storm events. The invert and control elevations used for the 100 year were 119.67ft and 118.5 ft. For the 25 year /96 hours, you used 119.0 and 119.0 ft. Please correct these data. Utilities/Engineering Department Alex Z. Nasser, P.E. Staff Engineer City of Ocoee • 150 N Lakeshore Drive • Ocoee, Florida 34761 Phone: (407) 905 -3100 • Fax: (407) 656 -8504 • www.ci.ocoee.fl.us • FOLEY FOLEY & LARDNER LLP ATTORNEYS AT LAW MEMORANDUM CLIENT - MATTER NUMBER 020377 -0678 TO: Carolyn Alexander, Development Review Coordinator FROM: Edward A. Storey, Esq., Assistant City Attorney DATE: February 22, 2005 RE: Shoppes of Ocoee/Village at Lake Bennett — Preliminary Subdivision Plan : Comments on Addendum to Development (Project No. LS- 2004 -012) In connection with the above matter, we have reviewed the following: 1. City of Ocoee /Colburn Development Agreement dated November 17, 1998 (the "Development Agreement ") 2. Proposed Addendum to City of Ocoee /Colburn Development Agreement dated February 2, 2005 as received by Foley & Lardner on February 14, 2005 (the "Addendum "). This memorandum supplements our previous memorandum dated February 16, 2005. Based on our review of the documents noted above and pursuant to the Land Development Code, we have the following comments: 1. The Addendum must be approved by the City Commission along with the Preliminary Subdivision Plan for the Villages at Lake Bennett (the "Plan"). The approval of the Plan should be subject to and conditioned upon the City Commission approval of an Addendum to the Development Agreement. 2. The Addendum is not acceptable to City staff. The Addendum should be revised to address the matters set forth in this Memorandum. 3. Please confirm that Colburn, CNN and/or Cambria have specifically assigned to Win - Ocoee, Ltd. ( "Win- Ocoee ") all of their rights and privileges as "Developer" under the Development Agreement with respect to the East Property as referenced in the WHEREAS clause of the Addendum. If so, please provide a copy of such documentation. If not, please revise accordingly. 006.363561.1 FOLEY & LARDNER LLP FOLEY 4. To the extent that Colburn, CNN or Cambria own any lands which remain subject to the Development Agreement, it is necessary for them to join in and consent to the Addendum. As noted above, they may also remain within the definition of "Developer ". 5. CNN owns the West Property and would clearly be impacted by any change in the schedule for the construction of Relocated Main Street. Accordingly, CNN must consent to any change in the schedule and execute the Addendum. 6. To the extent that any portion of the property encumbered by the Development Agreement is encumbered by a mortgage, the holder of any such mortgage must execute a Joinder and Consent to the Addendum. 7. The property acquired by Winn- Ocoee, Ltd. from WGML Investments, Ltd (the "WGML Property ") is not subject to the Development Agreement. As previously noted, the WGML Property is not eligible to utilize any road impact fee credits granted to the Developer under the terms of the Plan. Accordingly, please revise the Addendum to exclude this WGML Property from the terms of the Addendum and the Development Agreement. 8. The City staff does not object to the Developer being entitled to utilize road impact fee credits received pursuant to the Development Agreement in connection with the development of all of the Lots shown with Phase 1 of the Plan, even though Lots 1 and 2 as shown on the Plan are not totally included within the East Property and are partially located on the WGML Property. To accomplish this, the Addendum should be revised to specifically state that Lots 1 and 2 as shown on the Plan may be developed utilizing any road impact fee credits provided for under the Plan. However, please note that these credits would not be available should the Developer choose to obtain building permits for any Lots within the Plan prior to the receipt of any road impact fee credits under the terms of the Development Agreement. 9. Please attach as exhibits to the Addendum the legal descriptions previously provided to the City for Relocated Main Street. Also, please provide a legal description for the Park Land to attach to the Addendum. These should be attached in lieu of references to the Plan. 10. Section 5 of the Addendum is not consistent with previous discussion between Win - Ocoee and the staff. The staff understands that Win -Ocoee has agreed to design and engineer Relocated Maine Street as part of the Phase 1 Final Subdivision Plan for the Project in accordance with the current terms of the Development Agreement and to complete such improvements prior to the issuance of any Certificate of Occupancy. The City staff has agreed to support a modification to the Development Agreement which would allow for the issuance of building permits in advance of the commencement of construction of Extended Maine Street so that the Developer may proceed on a dual track basis with the construction of Phase 1 buildings and the completion of the infrastructure. However, please note that (1) in order to obtain a building permit the Property must be platted, (2) in order to plat the Property prior to the completion of infrastructure improvements, the Land Development Code requires that a bond or letter of credit be 2 FOLEY & LARDNER LLP ATTORNEYS AT LAW 006.363561.1 FOLEY provided for the improvements which are not completed at the time of platting (which would include the Relocated Maine Street Improvements), and (3) in order to obtain a Certificate of Occupancy for any building constructed on the Property it is necessary to first have a Certificate of Completion for all infrastructure improvements (which would include the Relocated Main Street Improvements). Please revise Section 5 of the Addendum to be consistent with the foregoing and delete all references to Phase II of the Plan (since no development approvals are being granted with respect to Phase II). 11. Delete Section 6 of the Addendum as the City does not intend to construct Relocated Maine Street or have an extended option to do so under the Development Agreement. 12. Please add a new Section providing that the Park Land, the Relocated Maine Street Land and all easements in connection therewith will be conveyed/ granted to the City prior to approval of the final subdivision plan for Phase 1. The FSP approval will authorize the appropriate public improvements on these lands. 13. Please revise Section 7 of the Addendum consistent with this Memorandum. 14. City staff has required that the Plans show an additional left turn lane on Bluford Avenue to be constructed as part of the Phase I Plan. City staff has indicated that they would support a cost sharing agreement with respect to this turn lane improvement. Staff has reviewed that matter and believes that a 50/50 split is an equitable cost sharing arrangement with the City's portion being in the form of cash reimbursement to the Win - Ocoee. Please revise the Addendum to add this cost - sharing agreement on the part of the City. 15. The City Engineer has requested that certain matters related to the Lift Station Improvements also be included in the Addendum. Please revise the Addendum to add a new Section addressing these improvements which will include the following: (1) Prior to issuance of any building permits for Phase II (the Remnant Parcel), Win -Ocoee will relocate the Lift Station at its sole cost and expense and will complete such relocation as part of the Phase II infrastructure improvements and obtain a Certificate of Completion with respect thereto and convey all such improvements to the City, or (2) Alternatively, prior to issuance of any building permits for Phase II (the Remnant Parcel), Win -Ocoee will, at its sole cost and expense, make the following improvements to the existing lift station (a) odor control system, (b) sound proof structure over the emergency generator, (c) construct a structure to hide the controls, lift station and emergency generator, (d) landscape around the lift station structure, and (e) convey such improvements to the City and obtain a Certificate of Completion with respect thereto. Please do not hesitate to contact me should you have any questions. 3 FOLEY & LARDNER LLP ATTORNEYS AT LAW 006.363561.1 FOLEY FOLEY & LARDNER LLP ATTORNEYS AT LAW MEMORANDUM CLIENT - MATTER NUMBER 020377 -0678 TO: Carolyn Alexander, Development Review Coordinator FROM: Edward A. Storey, Esq., Assistant City Attorney DATE: February 16, 2005 RE: Shoppes of Ocoee/Village at Lake Bennett — Preliminary Subdivision Plan (Project No. LS- 2004 -012) (Fourth Review) In connection with the above - referenced project, we have reviewed the following documents: 1. Letter of Transmittal from ConsulTech Enterprises, Inc. dated February 10, 2005 and stamped received by the City of Ocoee on February 10, 2005; 2. Application for Preliminary Subdivision Review stamped received by the City of Ocoee on February 10, 2005 (the "Application "); 3. Elevation Views and lighting cut sheets stamped received by the City of Ocoee on February 10, 2005; 4. Addendum to City of Ocoee /Colburn Development Agreement stamped received by the City of Ocoee on February 10, 2005 (the "Addendum "); 5. Signage Plan stamped received by the City of Ocoee on February 10, 2005; 6. Affidavit from Abby A. Schaefer, surveyor, stamped received by the City of Ocoee on February 10, 2005 (the "Shaefer Affidavit "); 7. Affidavit from William J. Blackburn, surveyor, stamped received by the City of Ocoee on February 10, 2005 (the `Blackburn Affidavit "); 8. Commonwealth Land Title Insurance Company Commitment No. 41158236CA issued by Forlizzo Law Group, P.A. with an effective date of January 21, 2005 006.362465.1 FOLEY & LARDNER LLP FOLEY and stamped received by the City of Ocoee on February 10, 2005 (the "WGML Commitment "); 9. Commonwealth Land Title Insurance Company Commitment No. 41232791CA issued by Forlizzo Law Group, P.A. with an effective date of January 21, 2005 and stamped received by the City of Ocoee on February 10, 2005 (the "Colburn Commitment "); 10. Response Letter from ConsulTech Enterprises, Inc. dated February 9, 2005 and stamped received by the City of Ocoee on February 10, 2005 (the "Response Letter "); and 11. Preliminary Subdivision Plan for The Village at Lake Bennett prepared by ConsulTech Development Services, Inc. and stamped received by the City of Ocoee on February 10, 2005 ( "Plan"). This memorandum supercedes our previous memoranda dated June 14, 2004, supplemented June 16, 2004, September 17, 2004 and January 7, 2005. Based on our review of the documents noted above and pursuant to the Land Development Code, we have the following comments: 1. Please be advised that we will provide comments relating to the Addendum under separate cover. 2. [Repeat Comment] Please revise Sheet 5 of the Plan to indicate the right -of -way width for the right -of -way running adjacent to Remnant Parcel B. We do not understand your response to this comment. All right -of -way widths need to be indicated on the Plan. The Plan does not indicate the right -of -way width for that portion of the right -of -way located adjacent to Remnant Parcel B. Please revise the Plan to show the width of this right -of- way. 3. For the purposes of this review, we have assumed the Sketch of Descriptions previously provided are correct, since no new Sketch of Descriptions have been submitted. If any of the Sketch of Descriptions have been revised, please provide with your next submittal. 4. Because the Development Agreement is to be amended, please revise all references to the Development Agreement located within the Plan to add "as amended." 5. Items 17 and 18 located on Schedule B -II of the Colburn Commitment and WGML Commitment indicate the property will be encumbered by a Reciprocal Easement Agreement and Declaration of Covenants and Conditions. Please provide copies of these documents for our review with your next submittal. Please note that we may have additional comments or requirements depending upon our review of these documents. 6. Please provide a copy of the Deed conveying the property to Win- Ocoee, Ltd. with your next submittal. 2 FOLEY & LARDNER LLP 006.362465.1 ATTORNEYS AT LAW FOLEY 7. Please be advised that we will require a metes and bounds legal description of the entire property for review of the Final Subdivision Plan for this project. 8. Please revise the first line of COA 39 to replace "for all of any portion" with "for all or any portion." 9. Please add the following COA to Sheet 2 of the Plan: In accordance with the Development Agreement, as amended, Relocated Maine Street and the Park Land shall be conveyed to the City of Ocoee prior to the approval the Final Subdivision Plan for this project. 10. Please revise the fourth line of Note 7 located on Sheet 4 of the Plan to correct the spelling of the word "Amend." 11. Please revise the Ownership Matrix located on Sheet 13 to include Tract 9. 12. Please be advised that maintenance and ownership issues relating to Tracts 8 and 9 will be addressed in the comments prepared by the Planning Department. Please do not hesitate to contact me should you have any questions. 3 FOLEY & LARDNER LLP 006.362465.1 ATTORNEYS AT LAW fa RENAISSANCE PLANNING GROUP r ,, ; . � 100 East Pine Street, Ste 401 Orlando, Florida 32801 • phone: 407 - 487 -0061. tax: 407- 487 -0058 February 17, 2005 Mr. Russ Wagner, AICP Community Development Director City of Ocoee 150 North Lakeshore Drive Ocoee, FL 34761 Subject: Villages at Lake Bennett (fka Shoppes of Ocoee) — Fourth Staff Review /Traffic Impact Analysis Review Comments, Ocoee Project No. LS- 2004 -012 Dear Mr. Wagner: Renaissance Planning Group has reviewed the revised traffic impact analysis (TIA) and site plan, dated January 2005. At this time, we offer the following comments: Site Plan 1. The concerns with the right - in/right -out access on SR 50 were not alleviated with the freeway weaving analysis performed by the applicant's traffic engineer. Weaving on a freeway is not a comparable to weaving at an intersection. The most serious problem is that vehicles wishing to turn left from SR 50 onto Old Winter Garden Road must cross three lanes of traffic to reach the left turn lane. With only 170 feet of road space between the right -out and the stop bar for the intersection, this movement either will be blocked by queuing thru- traffic or will be extremely hazardous. FDOT standards for SR 50 indicate that the minimum spacing between an intersection and a driveway is 440 feet. If this driveway were to be redesigned to remove the channelization, it would alleviate this problem to some degree but not entirely. Our recommendation continues to be that only the right -in movement should be allowed. However, if the right -out must remain, we strongly recommend that the applicant redesign or remove the channelization at the exit. 2. The TIA indicates left turns in and out of the site access on Maine Street. However, the site plan depicts a median impeding the left turn movements. This discrepancy should be addressed. 3. The channelized entrances and exits at the four SR 50 and Bluford Avenue access points are incompatible with a pedestrian- oriented activity center. The channelized design increases turning radii leading to increased vehicular speeds and unnecessary pedestrian/bicycle hazards. www.citiesthatwork.com RENAISSANCE PLANNING GROUP 7 100 East Pine Street, Ste 401 Orlando, Florida 32801 . phone: 407 - 487 -0061 • fax: 407 -487 -0058 A standard driveway intersection, similar to the Maine Street access point, would be more appropriate for all site access points. 4. Similar to issue #3 above, the Maine Street/Bluford Avenue intersection is designed to encourage fast turning speeds and decreases pedestrian safety. Since neither the Bluford Avenue nor the Maine Street corridors are intended to be high -speed corridor, this intersection design is not appropriate for this location. Again, we recommend a standard driveway intersection at this location. Traffic Impact Analysis 5. The following items are inconsistent with the TIA methodology letter dated August 12, 2004: a. The projected traffic growth used in calculating background traffic is the highest of committed trips, historic growth, or 5 percent. The TIA neglects committed trips that are highest for nearly every segment in the analysis. Accounting for committed trips would result in a significant increased impact on the operational analysis. b. Pass -by trip rates should be derived from the City's Traffic Impact Fee Ordinance. However, the TIA uses rates derived from ITE's Trip Generation. Using the City's rates would result in a minor increased impact on the operational analysis. 6. Pass -by trips should account for no more than 10 percent of a road segment or 25 percent of the overall trip generation. In the January 2005 TIA, the following exceed these general rules: a. Bluford Avenue from SR 50 to Geneva Street. Ten percent of existing traffic (860 peak hour trips) equals a maximum of 86 peak hour pass -by trips. The TIA indicates 181 peak hour pass -by trips, or 95 trips over the maximum allowed. b. The pass -by trips equal 285 of the total 659 trips generated by the site, or 43 percent of the total trips. This is 18 percent (equal to 120 trips) in excess of the maximum allowed. Respecting these maximums would result in a significant increased impact on the operational analysis. 7. The trip distribution changed significantly in the most recent TIA. Distributing trips to Maine Street was requested and that distribution did occur. However, it is unclear why the distribution to Bluford Avenue increased and the distribution to SR 50 decreased significantly. www.citiesthatwork.com ,,,,,,,,--*, , ti RENAISSANCE PLANNING GROUP . 7 � . 100 East Pine Street, Ste 401 Orlando, Florida 32801 • phone: 407 - 487 -0061 • fax: 407 - 487 -0058 kir Mitigation 8. As indicated in our independent analysis of the SR 50 and Bluford Avenue intersection, when applying the methodology as agreed upon in the August 12, 2004 methodology letter, the intersection will operate at a failing level of service E. While the most recent distribution shifting trips to Maine Street may alleviate some of the delay, our analysis does not take into account the increase of 84 external trips in the latest TIA, the excessive number of pass -by trips, and the unknown number of additional trips that will be generated in Phase II of this project. A second southbound left turn lane decreased delay significantly although the intersection continued to operate at a failing level of service E. Because this intersection will continue to fail, we recommend that the applicant contribute towards the extension of Maine Street west to Maguire Avenue to further disperse traffic along a parallel route to SR 50. Thank you for the opportunity to comment on this submittal. Please feel free to call if you have any questions. Sincerely, Julie C. Salvo, AICP Senior Planner Renaissance Planning Group \ \Snap 1 \sharel \Projects\ Ocoee\ Reviews \ShoppesOfOcoee \riarev2.doc www.citiesthatwork.com ( 1 ,10 :444‘ RENAISSANCE PLANNING GROUP 'x -, �•° :� 100 East Pine Street, Ste 401 Orlando, Florida 32801 • phone: 407- 487 -0061 • fax: 40 ? -4$, 7 -0058 February 8, 2005 Mr. Russ Wagner, AICP Community Development Director City of Ocoee 150 North Lakeshore Drive Ocoee, FL 34761 Subject: Villages at Lake Bennett (Ma Shoppes of Ocoee) — Bluford and SR 50 Intersection Analysis, Ocoee Project No. LS- 2004 -012 Dear Mr. Wagner: Renaissance Planning Group has reviewed the analysis of the Bluford and SR 50 intersection as conducted in the traffic impact analysis, dated December 9, 2004. RPG has also conducted an additional analysis of the intersection to account for discrepancies between the original methodology and the traffic impact analysis. Three issues were identified with the original traffic impact analysis that have an impact on the Bluford and SR 50 intersection. These are: 1. Committed trips as agreed upon in the methodology were not used in the background traffic calculation. 2. Pass -by trip rates as agreed upon in the methodology were not derived from the Ocoee Impact Fee rates. 3. Volumes in the HCS analysis did not consistently match the results of the turning movement counts included in Appendix B, most notably with regards to the southbound left turn and the westbound right turn. Using the growth rates and pass -by trip rates indicated in the original methodology letter and correcting for the volume discrepancies, an HCS analysis was conducted for both existing and future years with a buildout of 2005. With the modified HCS analysis, the intersection LOS is reduced from D to E, which fails the adopted LOS of D for this intersection. As suggested by the City, adding a second southbound left turn lane substantially reduces the intersection delay, although the LOS remains at E. A second southbound left turn lane is recommended in the Access Management and Intersection Operations Study and would be justified to partially mitigate the impacts of this project. It should be noted that this analysis does not account for Phase 2 of the project, which will further increase traffic through the intersection. The results of the original and modified HCS analyses are summarized below listing the LOS, delay, and critical movement for each scenario: www.citiesthatwork.com x ;' . RENAISSANCE PLANNING GROUP 100 East Pine Street, Ste 401 Orlando, Florida 32801 • phone: 407- 487 -0061 • fax: 407 - 487 -0058 Comparison of Intersection Analyses Impact of Villaes at Lake Bennett Phase 1 on SR 50 and Bluford SCENARIO ORIGINAL ANALYSIS MODIFIED ANALYSIS LOS DELAY (S) LOS DELAY (S) Existing Conditions D 45.9 (SB left) D 47.9 (EB thru) Future Conditions (w /1 SB D 50.8 (SB left) E 72.2 (SB left) left turn lane) Future Conditions (w/ 2 SB - n/a E 56.0 (EB left) left turn lanes) Thank you for the opportunity to comment on this issue. Please feel free to call if you have any questions or would like additional information. Sincerely, Julie C. Salvo, AICP Senior Planner Renaissance Planning Group W:\Projects \ Ocoee \ Reviews \ShoppesOfQcoee \Bluford50analys is.doc www.citiesthatwork.com `�. =� �\ � \ . THE VILhAG� ._ � . .� ' ,. 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S _ I �� � '� � GNVIR APG : � t __ �.1..1.,11�.. _ -- �- I - ��� ' - - -- � LA•vUl'LAN.II \C @L \�IU�CAI•I. ANCIIII'LC'fVl(L QNE �(.]�]7� TY�QE � S �� W�� �' - AK('N ITI�.(Tl:l(1: C 1'1., \N \'In <: - _ -- — ,\ 1)IVI�I(>\ (ll- 1'411' ISVA \C (:NI )lll• - � �T _ _ - 1 1 I _ — � 1 ° I r• ,, ,_ • THIS INSTRUMENT PREPARED BY AND SHOULD BE RETURNED TO: Paul E. Rosenthal, Esq. FOLEY & LARDNER 111 North Orange Avenue, Suite 1800 Post Office Box 2193 Orlando, FL 32802 - 2193 Orange Co FL 1998- 0492003 ( 112498 03:49:42pm 407) 423 -7656 ❑R Bk 5623 Pg 2313 Rec 145.50 RETURN 'TO: Jean Grafton, City Clerk City of Ocoee 150 North Lakeshore Drive Ocoee, FL 34761 For Recording Purposes Only CITY OF OCOEE/COLBURN DEVELOPMENT AGREEMENT THIS DEVELOPMENT AGREEMENT (this "Agreement ") is made and entered into this j T H day of Nov t" tnsl t: R , 1998, by and between WILLIAM E. COLBURN and JOAN D. COLBURN (hereinafter "COLBURN "), CCN INVESTMENTS, INC., a Florida corporation, formerly known as CYPRESS CREEK NURSERY, INC., (hereinafter "CCN "), CAMBRIA, a Florida general partnership (hereinafter "CAMBRIA "), and the CITY OF OCOEE, FLORIDA, a municipal corporation existing under the laws of the State of Florida (hereinafter "CITY "). COLBURN, CCN, and CAMBRIA shall be collectively referred to as "OWNER." RECITALS 1. The OWNER owns fee simple title to property consisting of three adjacent parcels of real property located in the CITY's corporate limits. The first and second parcels are owned by COLBURN and CAMBRIA, respectively, and are located at the northeast corner of Bluford Avenue (State Road 439) and State Road 50, said property being more particularly described in Exhibit "A" and Exhibit "C ", respectively, attached to and incorporated into this Agreement and hereinafter referred to as the "East Property ". The third parcel is owned by CCN and is more particularly described in Exhibit "B" attached to and incorporated into this Agreement and hereinafter collectively referred to as the "West Property ". The West Property is located north of State Road 50 and between Bluford Avenue and Maguire Road. Except where specifically designated as either the "East Property" or the "West Property," the three parcels shall be collectively referred to herein as the "Property ". 2. The Property is free and clear of all liens and encumbrances except for those permitted encumbrances set forth in Exhibit "D" attached hereto and by this reference made a part hereof (hereinafter the "Permitted Encumbrances "). 3. The Property was annexed into the CITY pursuant to CITY Ordinance No. 799 on December 4, 1984. Furthermore, the zoning classification for the Property was established as C -2 pursuant to CITY Ordinance No. 861, enacted December 17, 1985, and is currently zoned C -2. 4. The OWNED. has full power and authority to snake, deliver, enter into and a- perform pursuant to the terns and conditions of this Agreement, and has taken all necessary action or its equivalent to authorize the execution, delivery and performance of the terms and conditions of this Agreement. 5. The OWNER has made, and will continue to make, financial commitments and expenditures in reliance upon and in contemplation of the eventual development of the Property, as more particularly set forth below. 11/18/98 006.105532.6 OR Bk 56■3 Pg 2- `t' Orange Co FL 1998- 0492003 vir 6. In anticipation of eventual development of the Property, the OWNER has taken certain actions, including, but not limited to, the following: (a) On June 12, 1984, the OWNER granted a one (1) -year temporary construction easement and a utility easement to Prima Vista Utility Company, Inc. ( "Prima Vista ") to accommodate the construction of a Lift station and appurtenant structures for the transmitting and /or distributing of wastewater sewer services designed to serve the Property and other properties located in the CITY. (b) On December 30, 1987, the OWNER (and several other property owners) entered into a wastewater developer's agreement with the CITY in which the CITY agreed to provide sewer service capacity to the Property after the CITY acquired the sewer utility system formerly owned by Prima Vista, subject to the terms, conditions and limitations set forth in said agreement. (c) On November 14, 1988, the Property was made subject to the Orange County /City of Ocoee Water Service Territorial Agreement, Contract No. W- 88 -06. This agreement included the Property in the CITY's territorial area, which made possible the eventual provision of water service to the Property. (d) On July 31, 1989, the OWNER joined with other property owners and entered into the West 50 Water Line, Inc. Construction Agreement with the CITY (the "West 50 Agreement "). (e) On April 2, 1991, the OWNER gave the CITY easements to accommodate the building of the water transmission main as well as other water lines (and for maintenance of the lines) upon the Property. (f) On October 1, 1992, the OWNER entered into an amendment to the CITY's Wastewater Developer's Agreement No. OWW -10 (the "Amendment ") which amended the previous Wastewater Developer's Agreement of December 30, 1987. 7. The CITY and OWNER acknowledge a continuing mutual benefit which they will receive by virtue of their fulfilling their obligations hereunder. 8. The OWNER has submitted to the CITY an Application for Vested Rights on the East Property (hereinafter the "Vested Rights Application "). 9. The CITY desires to relocate that portion of Maine Street which crosses the East Property (the "Relocated Maine Street ") to a portion of the East Property located south of Maine Street (hereinafter the "Relocated Maine Street Land "). The CITY also desires to have Maine Street extended from Bluford Avenue,to Maguire Road (the "Extended Maine Street ") by crossing through a portion of the West Property (hereinafter the "Extended Maine Street Land "). 10. The CITY desires by this Agreement to designate the Relocated Maine Street and the Extended Maine Street (hereinafter collectively referred to as the "New Maine Street ") as one of the CITY's collector roads eligible for road impact fee credits. 11. Subject to the terms, conditions and limitations set forth herein, the OWNER desires to convey the Relocated Maine Street Land and the Extended Maine Street Land to the CITY and to design, engineer, permit and construct, at the OWNER's expense, the New Maine Street across said lands and to receive from the CITY road impact fee credits for doing so; provided, however; that the CITY may elect to design, engineer, permit and /or construct Relocated Maine Street and /or Extended Maine Street as provided herein. 12. Subject to the terms, conditions and limitations set forth herein, (a) the CITY desires to obtain portions of the West Property in connection with proposed improvements to Maguire Road, (b) the OWNER desires to convey to the CITY a ten (10) foot wide portion of the West Property located adjacent to and east of Maguire Road as additional Maguire Road right -of -way (hereinafter referred to as the "Maguire Road Land "), (c) the OWNER desires to convey to the CITY an approximate 1.0 acre portion of the West Property needed as a 000.105532.6 2 OR Bk 5 &23 Pg 2 315 Orange Co FL 1998- 0492003 stormwater retention pond ( "Pond 1") to provide treatment and attenuation for the stormwater runoff for Maguire Road and improvements thereto, for Extended Maine Street, and for the portion of the West Property located south of Extended Maine Street (hereinafter referred to as the "Pond 1 Land "), and (d) the OWNER and the CITY desire that Pond 1 be developed by the CITY, at the CITY's expense, as a joint use retention pond to be owned and maintained .by the CITY, at the CITY's expense, intended to serve Maguire Road and improvements thereto, Extended Maine Street, and that portion of the West Property located south of Extended Maine Street (hereinafter referred to as the "Southern Portion of the West Property "). 13. Subject to the terms, conditions and limitations set forth herein, the CITY desires to obtain and the OWNER desires to convey to the CITY that portion of the West Property required as an approximate 0.6 acre stormwater retention pond ( "Pond 2 ") to serve as an outfall for Pond 1 and to provide treatment and attenuation for stormwater runoff for Extended Maine Street and for the portion of the West Property located north of Extended Maine Street (hereinafter referred to as the "Pond 2 Land ") and to receive from the CITY Road Impact Fee credits for the portion of the Pond 2 Land required as a stormwater retention pond for Extended Maine Street. The OWNER and CITY desire that Pond 2 be developed, as set forth herein, as a joint use retention pond to be owned and maintained by the CITY, at the CITY's expense, intended to serve Pond 1 as an outfall and to serve Extended Maine Street and that portion of the West Property located north of Extended Maine Street (hereinafter referred to as the "Northern Portion of the West Property "). 14. Subject to the terms, conditions and limitations set forth herein, the CITY desires to obtain and the OWNER desires to grant to the CITY the following permanent drainage, utility and slope easements: (a) a ten (10) foot wide easement ( "Easement No. 1") over that portion of the East Property located adjacent to and south of the Relocated Maine Street Land (the "Easement No. 1 Land "); (b) a ten (10) foot wide easement ( "Easement No. 2 ") over that portion of the West Property located adjacent to and north of the Extended Maine Street Land (the "Easement No. 2 Land "); and (c) a ten (10) foot easement ( "Easement No. 3 ") over that portion of the West Property located adjacent to and south of the Extended Maine Street Land (the "Easement No. 3 Land "). The Easement No. 1 Land, the Easement No. 2 Land and the Easement No. 3 Land are herein collectively referred to and the "Easement Land ". The Easement Land is intended to be clear of all trees, walls, parking and other improvements so that there will be no sight restrictions affecting New Maine Street; provided, however, that sidewalks may be located within the Easement Land. 15. Subject to the terns, conditions and (imitations set forth herein, the CITY desires to obtain and the OWNER desires to grant to the CITY the following temporary easements for design, engineering and construction purposes: (a) a fifteen (15) foot wide easement ( "TCE No. 1 ") over that portion of the East Property located adjacent to and south of the Easement No. 1 Land (the "TCE No. 1 Land "); (b) a fifteen (15) foot wide easement ( "TCE No. 2 ") over that portion of the West Property located'adjacent to and north of the Easement No. 2 Land (the "TCE No. 2 Land "); (c) a fifteen (15) foot wide easement ( "TCE No. 3 ") over that portion of the West Property located adjacent to and south of the Easement No. 3 Land (the "TCE No. 3 Land); and 006.105532.6 3 OR Pk 5623 Pq 2316 Orange Co FL 1998- 0492003 (d) a fifteen (15) foot wide easement ( "TCE No. 4 ") over that portion of the West Property located adjacent to and east of the Maguire Road Land (the "TCE No. 4 Land "). The TCE No. 1 Land, the TCE No. 2 Land, the TCE No. 3 Land and the TCE No. 4 Land are herein collectively referred to as the "TCE Land ". 16. Subject to the terms, conditions and limitations set forth herein, the CITY desires to obtain and the OWNER desires to grant to the CITY a temporary drainage easement ( "TDE No. 1 ") across the West Property, at a location to be mutually agreed upon by the parties, in order to install and maintain a drainage pipe to connecting Pond 1 and Pond 2 and to allow stormwater from Pond 1 and Extended Maine Street to drain to Pond 2. The foregoing easement will be made permanent in connection with the platting of the West Property and will be terminated upon platting of the West Property. 17. The OWNER further desires to vacate (subject to a reservation by the CITY for utility easements) that certain section of Richmond Avenue which lies on or adjacent to the East Property and south of the Relocated Maine Street Land and thereby facilitate the future development of the East Property. 18. Subject to the terms, conditions and limitations set forth herein, the OWNER desires to dedicate and convey to the CITY, and the CITY desires to facilitate the dedication and conveyance of the portion of the East Property which will lie north of the Relocated Maine Street Land (and include the existing Maine Street brick road), said land being referred to herein as the "Park Land ". 19. The approximate location of the Relocated Maine Street Land, the Park Land, the Easement No. 1 Land, and the TCE No. 1 Land are depicted on the Sketch attached hereto as Exhibit "E" and by this reference made a part hereof (the "East Land Sketch "). 20. The approximate location of the Extended Maine Street Land, the Maguire Road Land, the Pond 1 Land, the Pond 2 Land, the Easement No. 2 Land, the Easement No. 3 Land, the TCE No. 2 Land, the TCE No. 3 Land and the TCE No. 4 Land are depicted on the Sketch attached hereto as Exhibit "F" and by this reference made a part hereof (the "West Land Sketch "). 21. The East Land Sketch and the West Land Sketch are herein collectively referred to as the "Land Sketch ". 22. The CITY and the 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 the OWNER, respectively, in accordance with their terms. 23. The parties now desire to set forth their understandings regarding this agreement in writing. ACCORDINGLY, in consideration of the recitals hereof, and of the mutual covenants and conditions contained herein, and other good and valuable consideration, the receipt and sufficiency of which are acknowledged by the parties, the OWNER and the CITY hereby covenant and agree as follows: SECTION 1. RECITALS. The above recitals are true and correct, and form a material part of this Agreement. 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 Chapters 163 and 166, Florida Statutes), and the CITY's Code, including but not limited to Section 87 -6 of Chapter 87 of the CITY's Code. 006.105532.6 4 OR Bk 5&23 Pg 23 Orange Co FL 1448 0442003 SECTION 3. AGREEMENT CONTINGENCIES. The obligations of the CITY and OWNER under this Agreement are conditioned entirely upon the occurrence of all of the following: (a) The vacating by the CITY of that portion of Richmond Avenue located south of the Relocated Maine Street Land as more particularly described in Section 14 hereof (the "Richmond Avenue Contingency "). (b) The issuance by the CITY of a Certificate of Vested Rights for the East Property pursuant to the Vested Rights Application (the "Certificate of Vested Rights ") and the acceptance of the Certificate of Vested Rights by the OWNER (the "Vested Rights Contingency "). In the event the Richmond Avenue Contingency and the Vested Rights Contingency (collectively, the "Agreement Contingencies ") are not satisfied by February 17, 1999, then in such event this Agreement shall be automatically terminated, unless otherwise agreed to by the CITY and OWNER, and shall be of no further force and effect. Upon such termination the • parties hereto shall execute a notice of termination in recordable form. Upon satisfaction of the Agreement Contingencies, the CITY and OWNER shall execute a certification of such satisfaction, in recordable form. SECTION 4. LAND CONVEYANCES BY OWNER TO CITY. CITY and OWNER agree to the following terms with respect to the conveyance of the Relocated Maine Street Land, the Extended Maine Street Land, the Park Land, the Maguire Road Land, the Pond 1 Land and the Pond 2 Land (said lands being herein collectively referred to as the "Donated Lands "): 4.1 Donated Lands. The OWNER will convey to CITY marketable, fee simple title to the Donated Lands, within thirty (30) days of receipt from the CITY of a written request to do so, provided, however, that (i) the CITY shall not make such request prior to the satisfaction of the Agreement Contingencies, and (ii) such request shall be accompanied by (a) a Sketch of Description and Legal Description of the Donated Lands certified to the CITY and OWNER, which will be prepared by the CITY, at the CITY'S expense, subject to the approval of OWNER, such approval not to be unreasonably withheld, and (b) a form of deed consistent with the requirements of this Agreement. The CITY from time -to -time shall give such notice to the OWNER with respect to all or a portion of the Donated Lands. Notwithstanding the foregoing, the Donated Lands, or a portion thereof, may, at OWNER's option, be conveyed at an earlier date as provided in Section 6 hereof. 4.2 Additional Dedications. The CITY will not require the OWNER to dedicate any portion of the Property to the ,CITY except for the Donated Lands and such portion of the Property as may be necessary for turn lanes based upon the specific development plan proposed for the Property; provided, however. that the foregoing shall not be construed as a waiver of the eminent domain powers of the CITY. 4.3 Conveyance. The conveyance of the Donated Lands shall be by general warranty deed, free and clear of all liens and encumbrances, except for easements of record, if any, but subject to the Permitted Encumbrances. The form of deed shall be prepared by the CITY consistent with this Agreement, subject to the approval of OWNER not to be unreasonably withheld. The conveyance of the Park Land shall be subject to the reservation by the OWNER of all vested rights which may be associated with the Park Land as set forth in any Certificate of Vested Rights issued by the CITY with respect to the East Property. The conveyance of the Ponta 1 Land and the Poi }d 2 Land shall be subject to the reservation of a stormwater drainage easement for the benefit of the Southern Portion of the West Property and the Northern Portion of the West Property, respectively. Except as set forth herein, the conveyance of the Donated Lands shall not be subject to any restrictions or reservations in favor of the OWNER. The descriptive titles ascribed to each of the Donated Lands are intended for convenience only and not as a limitation on the use of such lands by the CITY; provided, however, that the CITY may not use any casement granted herein by OWNER in an 006.105532.6 5 ORBk5&E'3P 2318 Orange Co FL 1 0492003 unreasonable manner or in a manner inconsistent with the rights, duties and obligations set forth in this Agreement. 4.4 Expenses; Prorations. The CITY shall pay the following costs associated with the conveyance of the Donated Lands: all recording fees and documentary stamp taxes, if any, relating to such conveyances. Ad valorem taxes in connection with the conveyance of the Donated Lands shall be prorated as of the date of transfer of title and the prorated amount shall be paid by OWNER to Orange County, Florida, in escrow pursuant to Section 196.295, Florida Statutes, unless the conveyance occurs between November 1 and December 31, in which case ad valorem taxes shall be paid in full by OWNER for the year of conveyance. The applicable ad valorem taxes shall be paid by OWNER contemporaneous with the delivery of the deed. 4.5 Title Evidence. Contemporaneous with the conveyance of the Donated Lands and delivery of the General Warranty Deed to the CITY, the OWNER shall provide the CITY, at OWNER's sole cost and expense, a current title opinion or current title commitment (to be followed with a title policy) evidencing that fee simple title to the Donated Lands is vested in the OWNER and evidencing that the Donated Lands are free and clear of all liens and encumbrances, except for Permitted Encumbrances. OWNER represents to the CITY that none of the Permitted Encumbrances will prevent use of the Relocated Maine Street Land, the Extended Maine Street Land and the Maguire Road Land for roadway purposes or prevent the use of the Park Land for park, roadway, or stormwater drainage purposes, or prevent the use of the Pond 1 Land and the Pond 2 Land for stormwater drainage purposes. 4.6 Road Impact Fee Credits. The OWNER shall receive road impact fee credits for the benefit of the Property with respect to the conveyance of the Relocated Maine Street Land, the Extended Maine Street Land, and that portion of the Pond 2 Land required as a stormwater retention pond for Extended Maine Street, all as provided in Section 9 hereof. The OWNER shall not receive any road impact fee credits or other compensation in connection with the conveyance of the Park Land to the CITY. The OWNER shall not receive any road impact fee credits or other compensation in connection with the conveyance of the Maguire Road Land and the Pond 1 Land. SECTION 5. GRANT OF EASEMENTS. 5.1 Easements. The OWNER shall grant to the CITY the following easements in accordance with the schedules set forth below: (a) Easement No. 1 and TCE No. 1 contemporaneous with the conveyance of the Relocated Maine Street Land. • (b) Easement No. 2, Easement No. 3, TCE No. 2, and TCE No. 3 contemporaneous with the conveyance of the Extended Maine Street Land. (c) TCE No. 4 contemporaneous with the conveyance of the Maguire Road Land. (d) TDE No. 1 contemporaneous with the conveyance of the Pond 1 Land and /or the Pond 2 Land. The above easements are collectively referred to herein as the "Easements ". Contemporaneous with the delivery to OWNER of a Sketch of Description and Legal Description for the Dqnated Lands, the CITY shall deliver to OWNER a Sketch of Description and Legal Description of the applicable 'Easement Land and TCE Land related to the Easements to be granted by OWNER along with the Donated Lands (or portions thereof) being conveyed, such legal descriptions to be certified to the CITY and OWNER and being subject to the approval of OWNER, such approval not to be unreasonably withheld. 5.2 Title Evidence. The granted of the Easements shall accompanied with title evidence in the same manner as set forth in Section 4.5 hereof. 006.105532.6 6 OR Bit 5&23 Pn 23i.9 Orange Ca FL 1998- 0492003 5.3 Joinder and Consents; Recording. The Easements shall be accompanied by the joinder and consent of all parties with an interest in the Easement Land and the TCE Land, including but not limited to any mortgagees of such property. The Easements shall be granted free and clear of all liens and encumbrances, except for Permitted Encumbrances. The City shall pay the cost of recording the Easements. 5.4 Form of Easements. The Easements across the TCE Land shall be in substantially the form attached hereto as Exhibit "H" and by this reference made a part hereof. The Easements across the Easement Land and the form of TDE No. 1 shall be prepared by the CITY and shall be in a form and content typically required by the CITY for similar easements and shall include such terms and conditions as may reasonably be required by the CITY in order to construct, operate and maintain the improvements to be located thereon; provided, however, that the form of such Easements shall be subject to the approval of the OWNER, such approval not to be unreasonably withheld. 5.5 Temporary Construction Easements. Notwithstanding any provision contained herein to the contrary, the OWNER shall be obligated to: (a) grant TCE No. 1 only if the CITY elects to construct Relocated Maine Street, and (b) grant TCE No. 2 and TCE No. 3 only if the CITY elects to construct Extended Maine Street. SECTION 6. LEGAL DESCRIPTION. 6.1 Approximate Descriptions. The legal descriptions of the Relocated Maine Street Land, the Park Land, the Porid 1 Land, the Pond 2 Land, the Easement Land and the TCE Land (collectively, the "Legal Descriptions ") as depicted on the Land Sketch are intended to be approximate and do not constitute a formal survey or sketch of description thereof. The parties recognize that the Legal Descriptions will be finalized based on the final design and engineering of the affected portions of New Maine Street and Maguire Road, but shall be generally consistent with the Land Sketch unless otherwise agreed to by OWNER. 6.2 Owner's Preparation of Legal Descriptions. If the OWNER designs Relocated Maine Street or Extended Maine Street, then such design shall include the Legal Descriptions for the Relocated Maine Street Land, the Extended Maine Street Land, the Easement No. 1 Land, the Easement No. 2 Land, the Easement No. 3 Land and the Pond 2 Land. The foregoing Legal Descriptions will then be approved by the CITY as part of the Approved Plans as described in Section 8.3 hereof. 6.3 Owner's Option to Prepare Legal Descriptions. Without regard to whether or not the OWNER designs any portion of New Maine Street, the OWNER may elect, at OWNER'S expense, to prepare one or more of the Legal Descriptions in which case the OWNER shall provide the CITY with a Sketch of Description and Legal Description thereof certified to the CITY and OWNER, which will be subject to the approval of the CITY, such approval not to be unreasonably withheld. 6.4 Accelerated Conveyance of Donated Lands and Easements. With respect to any lands for which a Legal Description has been prepared by OWNER and approved by the CITY, the OWNER may request in writing that the CITY accept conveyance thereof (along with the applicable Easements to be conveyed therewith). In the event of such request, the applicable land and easements shall be conveyed to and accepted by the CITY within thirty (30) days of receipt of such request. Any such conveyance shall otherwise comply with all applicable provisions of this Agreement. SECTION 7. TRANSFER OF VESTED RIGHTS. The OWNER has previously submitted to the CITY an Application for Determination of Vested Rights (the "Vested Rights Application "). If it has not done so prior to executing this Agreement, the CITY will issue a Certificate of Vested Rights or deny the Vested Rights Application within ninety (90) days of executing this Agreement. It is contemplated that the CITY will have issued the Certificate of Vested Rights prior to the OWNER's conveyance of the Park Land and that the OWNER's conveyance of the Park Land to the CITY will reserve to the OWNER all of the vested rights which may be associated with the Park Land as set forth in the Certificate of Vested Rights 006.105532.6 7 OR Bk 5&23 Pg 2320 Orange Co FL 1998 -0492003 issued by the CITY (the "Reserved Vested Rights "). The CITY and OWNER hereby agree that upon conveyance of the Park Land to the CITY as provided in Section 4 hereof that all of the Reserved Vested Rights shall automatically be transferred from the Park Land to the West Property so that all of the West Property will thereafter be vested in the same mariner as if originally vested by the Certificate of Vested Rights, subject to the terms, conditions and limitations set forth in the Certificate of Vested Rights. It is the intent of the foregoing to allow the West Property to be developed as a vested parcel for commercial purposes in accordance with the CITY's C -2 zoning district, as it may from time to time be amended. The foregoing provisions are a material inducement to the OWNER's conveyance of the Park Land to the CITY and the parties hereto acknowledge that the OWNER would not have entered into this Agreement and agreed to convey the Park Land to the CITY but for the provisions of this Section. Following the delivery of the deed conveying the Park Land and the recording thereof vesting title to the Park Land in the CITY and upon request of OWNER, the CITY will from time to time acknowledge that the West Property is vested as provided in this Section. SECTION 8. NEW MAINE STREET. 8.1 New Maine Street. Subject to the terms and conditions of this Agreement, the OWNER hereby agrees, at the OWNER's sole cost and expense, to design, engineer, permit and construct New Maine Street on the Relocated Maine Street Land and the Extended Maine Street Land. All references herein to New Maine Street shall include all roadway improvements and other improvements appurtenant thereto, including retention ponds, as set forth in the Approved Plans (as hereinafter defined). 8.2 Design. New Maine Street will be designed and constructed as an urban section road with turn lanes at all intersections, including but not limited to the intersections of Maguire Road and Bluford Avenue, and a bike lane in each direction. New Maine Street will be designated as a "collector road" by the CITY and shall meet all applicable standards for a collector road. Relocated Maine Street will have three lanes which will include a left turn access from Relocated Maine Street into the East Property. If the East Property is combined with other lands to the east for development purposes, then the CITY may require, as part of its development review process, the inclusion in the design for the Relocated Maine Street of a right turn lane from Relocated Maine Street into the East Property; otherwise, a right turn lane from Relocated Maine Street into the East Property will not be required. The OWNER acknowledges that in the event the CITY designs and /or constructs Relocated Maine Street as provided in Section 9 hereof, then the design and /or construction thereof will not include a right turn lane from Relocated Maine Street to the East Property unless such improvement is paid by OWNER. • 8.3 Approved Plans. All plans and specifications related to New Maine Street shall be subject to the prior written approval of the CITY, which approval will not unreasonably be withheld (the "Approved Plans "). The Approved Plans shall locate and include legal descriptions as provided in Section 6.2 hereof. New Maine Street shall be designed, engineered, permitted and constructed in accordance with the Approved Plans; provided that so long as the design and engineering plans comply with the provisions of Section 8.2 above, then the CITY shall be required to approve the same unless good cause is shown by the CITY as to why approval should not be granted. To the extent the City elects to design, engineer, permit and construct New Maine Street, or a portion thereof, all references herein to the "Approved Plans" shall refer to the plans prepared by the City for the applicable portion of New Maine Street. 8.4 Approved Contracts. All contracts entered into by the OWNER related to New Maine Street shall be subject to the prior written approval of the CITY, which approval will not unreasonably be withheld ( "the Approved Contracts "). The OWNER and the CITY will coordinate and cooperate with each other in connection with the OWNER's contracting for New Maine Street. The OWNER will use its best efforts to enter into such contracts on the best price and terms available. If the estimated costs to be paid by the OWNER for New Maine Street, or any portion thereof, are above those costs customarily being charged in Orange County for similar services, then the CITY may require that the OWNER seek competitive bids for the construction of New Maine Street or any portion 8 006.105532.6 OR Bk 5623 Pq 2321 Orange Co FL 1998- 0492003 thereof. In the event the CITY elects to require that the OWNER seek competitive bids as aforesaid, then the OWNER, at its option, may decide not to seek competitive bids in which case the Road Impact Fee Credits, as set forth in Section 9 hereof, shall be the lesser of (i) the actual cost of such portion of New Maine Street, or (ii) the amount which the CITY reasonably determines to be the costs customarily charged in Orange County for similar services. 8.5 Building Permits — Owner Constructs New Maine Street. New Maine Street may be designed, engineered, permitted and constructed in two phases with Relocated Maine Street being constructed at the time of development of the East Property and Extended Maine Street being constructed at the time of development of the West Property. Except as set forth in Section 8.6 below, (i) no building permits shall be issued by the CITY with respect to any portion of the East Property until such time as construction of Relocated Maine Street has commenced in accordance with the Approved Plans and pursuant to the Approved Contracts and no certificates of occupancy shall be issued for any development on the East Property until such time as the construction of Relocated Maine Street has been completed and accepted by the CITY; and (ii) no building permits shall be issued by CITY with respect to any portion of the West Property until such time as construction of Extended Maine Street has commenced in accordance with the Approved Plans and pursuant to the Approved Contracts and no certificates of occupancy shall be issued for any development on the West Property until such time as the construction of Extended Maine Street has been completed and accepted by the CITY. 8.6 Building Permits — City Constructs New Maine Street. If the City elects to construct Relocated Maine Street as provided in Section 11 hereof, then in such event building permits will be issued with respect to the East Property (subject to compliance with applicable laws and ordinances), but no certificates of occupancy shall be issued for any development on the East Property until such time as the construction of Relocated Maine Street has been completed and Relocated Maine Street has been opened to the public. If the City elects to construct Extended Maine Street as provided in Section 11 hereof, then in such event building permits will be issued with respect to the West Property (subject to compliance with applicable laws and ordinances), but no certificates of occupancy shall be issued for any development on the West Property until such time as the construction of Extended Maine Street has been completed and Extended Maine Street has been opened to the public. 8.7 City Requirements. Upon completion of New Maine Street, or a portion thereof, and prior to acceptance by the CITY, the following shall occur: (a) The OWNER shall deliver to the CITY "as built" drawings of New Maine Street. • (b) The OWNER shall deliver to the CITY a bond guaranteeing the maintenance and the materials, workmanship and structural integrity of New Maine Street for a two -year period, such bond to comply with all applicable provisions of the Ocoee City Code and to be in a form reasonably acceptable to the CITY. (c) The OWNER shall execute and deliver to the CITY such other documents, including Bills of Sale, as are typically required by the CITY in connection with the dedication and acceptance of a public roadway. The provisions of this Section 8.7 shall not be applicable to OWNER (i) as to Relocated Maine Street if the City constructs Relocated Maine Street, and (ii) as to Extended Maine Street if the City constructs Extended Maine Street. 8.8 Sidewalks. Sidewalks associated with Relocated Maine Street and Extended Maine Street will be installed by the OWNER, at the OWNER's expense, as required by the CITY's Land Development Code at such time as the East Property and the West Property, respectively, are developed and will not be included as part of the construction of Maine Street contemplated by this Agreement. Any such sidewalks will be located outside of the New Maine Street right -of -way and will not be located within the Relocated Maine Street Land or the Extended Maine Street Land. 9 006.105532.6 OR Bk 5623 Pg 2 Orange Co FL 1998- 0492003 SECTION 9. ROAD IMPACT FEES CREDITS. 9.1 Designation for Road Impact Fee Credit. The City hereby designates New Maine Street as one of the City's collector roads eligible for Road Impact Fee credits under the provisions of Article I of Chapter 87 of the Ocoee City Code and represents to the OWNER that all steps necessary for such designation have been undertaken prior to the approval of this Agreement by the City. 9.2 Grant of Road Impact Fee Credits. In consideration of the OWNER's performance of its obligations set forth in this Agreement, the OWNER shall, subject to the provisions of this Section and Sections 8 and 11 hereof, be entitled to a credit against Road Impact Fees payable to the CITY in an amount equal to the sum of the following: (a) Subject to the provisions of Section 8 hereof, the actual cost incurred by OWNER for the design, engineering, permitting and construction of New Maine Street undertaken pursuant to the Approved Contracts. The OWNER shall not be entitled to a Road Impact Fee credit in connection with any expenses incurred by the City in connection with the foregoing. (b) The fair market value of (i) the Relocated Maine Street Land, (ii) the Extended Maine Street Land, and (iii) the Pond 2 Land to the extent such land is required for stormwater drainage purposes associated with Extended Maine Street. OWNER shall not be eligible for any Road Impact Fee credits associated with any oversizing of Pond 2 and the Pond 2 Land to serve the West Property. For the purposes of this subsection, the fair market value of said lands and the amount of the Road Impact Fee credit shall be determined pursuant to and in accordance with the provisions of Section 87 -7 of Chapter 87 of the Ocoee City Code with the valuation date being the date of conveyance of said lands. Notwithstanding the foregoing, the total Road Impact Fee credits granted hereunder shall not exceed the amount of the Road Impact Fees assessed against the Property pursuant to the City of Ocoee Road Impact Fee Ordinance, as it may from time to time be amended. 9.3 DRC Review. Commencing ninety (90) days after OWNER begins the design of New Maine Street, or a portion thereof, the OWNER shall, on at least a quarterly basis, submit to the CITY's Development Review Committee ( "DRC ") satisfactory documentation to support any Road Impact Fee credit pursuant to this Section and the actual amount of the Road Impact Fee credit shall thereafter be determined by the DRC based upon a review of such satisfactory documentation in the manner provided by the Road Impact Fee Ordinance; provided, however, that the DRC review of the Road Impact Fee credits pursuant to this Section shall be limited to (i) verification of the actual cost of such improvements paid by the OWNER for which impact fee credits are being requested, and (ii) confirmation that the actual cost of such improvements paid by the OWNER do not exceed the costs set forth in the Approved Contracts. The DRC shall not be required to approve any Road Impact Fee credits for costs incurred by the OWNER which exceed the amounts set forth in the Approved Contracts, unless such change orders or cost overruns have been previously approved or are subsequently approved by the CITY. 9.4 Credit /Reimbursement Limit. To the extent the aggregate of all Road Impact Fee credits and /or reimbursements due pursuant to this Agreement exceeds the Road Impact Fees due under the Road Impact Fee Ordinance for development of the Property, or any portion thereof, OWNER agrees it shall not be entitled to a credit or reimbursement for any excess amount. b ;Nothing in: this Agreement shall constitute, or shall be deemed to constitute, a pledge of or lien upon any funds or source of revenue of the CITY as security for its obligations under this Agreement. The obligation of the CITY to grant Road Impact Fee credits and /or reimbursements pursuant to this Agreement is entirely contingent upon development of the Property or any portion thereof which generates Road Impact Fee revenues or could generate Road Impact Fee revenues but for the grant of credits hereunder. 9.5 Expenditure of Credits /Refund of Reimbursements. If credits are granted to OWNER, and if OWNER (or its assigns) paid road impact fees prior to the grant of credits 006.105532.6 10 i - OR BI( Pn X323 Orange Co FL 1998- 0492003 pursuant to the Road Impact Fee Ordinance in connection with the development of the Property, or any portion thereof, then the CITY shall reimburse the OWNER or its assigns the amount of Road Impact Fees which were previously paid by OWNER (or its assigns), and such amount shall be deducted from the credits which have been granted to OWNER. If Road Impact Fee credits are granted to OWNER, and if OWNER is subject to a Road Impact Fee payment obligation after the grant of credits in connection with the development of the Property, or any portion thereof, then the Road Impact Fee which would be payable by OWNER or its assigns shall be deducted from the credits, and such fee shall then be deemed paid in full by OWNER to the extent of such credits. 9.6 Assignment of Credits. OWNER may assign to any party its rights to all or any portion of the Road Impact Fee credits granted to OWNER pursuant to this Agreement. Credits which have been assigned can be reassigned to other entities. However, if an assignee uses the assigned Road Impact Fee credits, such assignee may use them only within and upon the Property, or any portion thereof. Any credits which are granted pursuant to this Agreement may be assigned, used, and transferred to apply to any other portion of the Property. Any such assignment of Road Impact Fee credits shall not become effective until delivery of written notice thereof from OWNER to the CITY and receipt by the Assignee of written confirmation that the CITY records have been amended to reflect such assignment. 9.7 Exceptions. Notwithstanding any provision contained herein to the contrary, OWNER shall not be eligible to receive Road Impact Fee credits for costs associated with any right turn lane into the East Property since any such turn lane is solely related to the development of the East Property. SECTION 10. DRAINAGE. CITY and OWNER agree to the following terms with respect to the provision of stormwater drainage associated with development of the Property and the construction of New Maine Street: 10.1 Relocated Maine Street Drainage. The CITY will be responsible to obtain any off -site land needed for stormwater drainage facilities to receive stormwater drainage from Relocated Maine Street. In connection with the construction of Relocated Maine Street by OWNER, its .successors or assigns, OWNER may give written notice to CITY requesting off -site land necessary to construct stormwater drainage facilities to receive stormwater drainage from Relocated Maine Street. Within two hundred seventy (270) days of OWNER's notice to the CITY, CITY agrees to provide such land as is necessary to construct stormwater drainage facilities to accommodate drainage resulting from the construction of Relocated Maine Street. The .CITY may, at its option, utilize the Park Land for this purpose. The CITY shall be responsible for the operation and maintenance of the stormwater retention pond serving Relocated Maine Street. 10.2 East Property Drainage. To the extent feasible, as determined solely by the CITY, any excess storm drainage capacity will first be made available by the CITY to the OWNER for use in connection with the development of the East Property, subject to normal construction constraints and compliance with all applicable permitting requirements. Any utilization of such excess storm drainage capacity, if any, by OWNER will be at the sole cost and expense of the OWNER, including but not limited to the cost of construction of any expanded storm drainage facilities serving the East Property. In the event OWNER utilizes any such excess storm drainage capacity, then the OWNER and CITY shall first enter into a drainage easement agreement consistent with agreements entered into by the CITY for other joint use retention ponds. OWNER acknowledges that the CITY does not anticipate having any such excess storm capacity. 10.3 Extended Maine Street Drainage and West Property. The Pond 2 Land shall be utilized for the location of Pond 2 which will be designed to serve as an outfall for Pond 1 and to provide treatment and attenuation for stormwater runoff from Extended Maine Street and the Northern Portion of the West Property. Pond 2 shall be a joint use pond and the CITY shall be responsible for the operation and maintenance of such pond. The oversizing of Pond 2 to serve the Northern Portion of the West Property shall be considered to be part of the project for the construction of Extended Maine Street; provided, however, that if Pond 2 is 006.105532.6 11 dzci OR Bk 56 23 Pg 2324 Orange Co FL 1998- 0492003 constructed by OWNER, it is agreed that the OWNER shall not be entitled to receive Road Impact Fee credits for any design, engineering, permitting and construction costs associated with the oversizing or enlarging of said retention pond to serve the West Property. • SECTION 11. CITY'S OPTION TO CONSTRUCT NEW MAINE STREET. 11.1 City's Option. Within one hundred eighty (180) days from the date of execution of this Agreement, the CITY may, at its sole option, elect to proceed with the design, engineering, permitting and /or construction of Relocated Maine Street or Extended Maine Street or for both Relocated Maine Street and Extended Maine Street, at the sole cost and expense of the CITY, by giving written notice of such election to OWNER. In the event the CITY makes such election, it shall then proceed with due diligence to complete such design, engineering, permitting and /or construction for Relocated Maine Street or Extended Maine Street, or for both Relocated Maine Street and Extended Maine Street, as the case may be. To the extent that after the 90 day from the Effective Date of this Agreement the OWNER incurs expenses for the design, engineering and /or permitting of Relocated Maine Street and /or Extended Maine Street, the OWNER shall be entitled to receive Road Impact Fee credits for such expenditures as provided in Section 9 hereof; provided, however, that a condition to the receipt of any such Road Impact Fee credits shall be the assignment by OWNER to the CITY of all work product associated with such design, engineering and permitting, all fully paid for by OWNER, along with the unconditional right to utilize such work product in connection with the design, engineering, permitting and /or construction by the CITY. The OWNER acknowledges that as of the date hereof it has not incurred any such expenses and agrees that it will not incur any such expenses during the first one hundred twenty (120) days from the Effective Date of this Agreement. In the event the CITY elects to proceed with such efforts, at the CITY's expense, then OWNER shall not be entitled to receive Road Impact Fee credits for costs incurred subsequent to the date of notification from the CITY unless OWNER demonstrates to the reasonable satisfaction of the CITY that the expenses relate to obligations made in good faith by OWNER prior to the date of notification from the CITY. Notwithstanding anything to the contrary set forth in this Subsection 11.1, the OWNER shall be entitled to Road Impact Fee credits based upon the fair market value for the lands as provided in Section 9 hereof. 11.2 Design. Nothing contained herein will preclude the CITY from designing and /or constructing the New Maine Street, or a portion thereof, as a 5 -lane urban section roadway (with or without bike lanes) should the CITY, at its sole option, elect to do so. SECTION 12. MAGUIRE ROAD. Upon acceptance of the conveyance of the Maguire Road Land and the Pond 1 Land, the CITY shall become obligated to design, engineer, permit and construct, within thirty -six (36) months from the Effective Date of this Agreement, Pond 1 on the Pond 1 Land as a joint use retention pond to be operated and maintained by the CITY, at the CITY's expense, said joint use pond being intended to serve Extended Maine Street, Maguire Road and improvements thereto and the Southern Portion of the West Property. If the OWNER needs Pond 1 in connection with the development of the Southern Portion of the West Property and the CITY has not commenced construction thereof, then the OWNER may, at its option, elect to design, engineer, permit and construct Pond 1 to the extent needed to serve the Southern Portion of the West Property, subject to the following terms, conditions and limitations: (a) OWNER will give CITY at least sixty (60) days written notice prior to undertaking any such activity and the CITY, at its option, may advise OWNER that it will commence construction of Pond 1 within sixty (60) days of receipt of such notice. If the CITY does not so advise the OWNER, then the OWNER may proceed with such design, engineering, permitting and construction. (b) The procedures set forth in Section 8 with respect to the construction of New Maine Street shall be applicable to the construction of Pond 1 by OWNER. 12 005.105532.6 • OR Bk SF. 3 Pnr Orange Co FL 1998 - 0492003 (c) In consideration for the conveyance of the Pond 1 Land, the OWNER shall be entitled to receive Road Impact Fee credits, in accordance with the procedures set forth in Section 9 hereof, for the cost incurred by OWNER in connection with the design, engineering, permitting and construction of Pond 1. (d) The OWNER shall be entitled to all 1111 material associated with the OWNER's construction of Pond 1 by OWNER. SECTION 13. POND 1 FILL MATERIAL. Subject to the construction of Pond 1, the OWNER shall be entitled to all fill material ( "Fill Material ") from the Pond 1 Land. The Fill Material shall be stored on the Southern Portion of the West Property at a location to be designated by OWNER. The CITY and OWNER therein, shall comply with all applicable laws, ordinances and regulations related to the use and storage of the Fill Material. SECTION 14. RICFIMOND AVENUE VACATION. CITY and OWNER agree to the following terms with respect to the vacation of the below- described section of Richmond Avenue: 14.1 Vacation of Richmond Avenue. OWNER agrees, within ten (10) days from the Effective Date, to apply to the CITY, and CITY agrees to accept OWNER's application, seeking the vacation of that certain portion of Richmond Avenue which runs south of the Relocated Maine Street Land, as more particularly described on Exhibit "F" attached to and incorporated into this Agreement (hereinafter referred to as the "Richmond Avenue Vacated Parcel "). Any portion of the Richmond Avenue right -of -way which is located within existing or Relocated Maine Street will not be vacated and is not part of the Richmond Avenue Vacated Parcel. 14.2 Reservation of Utility Easements. OWNER's application for the vacation of the Richmond Avenue Vacated Parcel shall be subject to a reservation by CITY of all utility easements associated with the Richmond Avenue right -of -way. 14.3 Consideration of Vacation Application. The CITY shall consider in good faith the application of OWNER to vacate the Richmond Avenue Vacated Parcel and shall take final action on such application within ninety (90) days from the Effective Date or within ninety (90) days from receipt of such application, whichever is later. Nothing contained herein shall be construed to obligate the CITY to vacate the Richmond Avenue Vacated Parcel, but the CITY acknowledges that based upon the terms and conditions of this Agreement, the vacation of said parcel would appear to be in the public interest. 14.4 Removal of Improvements. CITY agrees that, following the vacation of the Richmond Avenue Vacated Parcel, all improvements located within the Richmond Avenue Vacated Parcel may be removed by OWNER, except for utility lines and all related utility and sewer facility improvements therein, which may be relocated by OWNER within its development at its expense subject to CITY review and approval, which shall not be unreasonably withheld. Notwithstanding the foregoing, no bricks or curbing may be removed by OWNER prior to the vacation of Richmond Avenue. OWNER acknowledges and agrees that the CITY may remove any bricks and curbing within Richmond Avenue at anytime prior to the vacation thereof. SECTION 15. PROHIBITION ON BRICK REMOVAL. OWNER agrees to refrain from removing any existing street bricks or curbing from the existing Maine Street Right -of -Way and from Richmond, Avenue prior to the vacation of Richmond Avenue by the City. SECTION 16. TREES. Development of the Property shall comply with the CITY's landscaping (Arbor /Tree) ordinances as they may from time to time be amended. The CITY agrees that any such ordinances will be applied in a reasonable manner and will not prohibit the location of a commercial structure on the Property. Nothing contained in this 13 005.105532.6 OR Bk 56 23 Pg 232& Orange Co FL 1998- 0492003 Section is intended to in any way change or modify such ordinances, as they may from time to time be amended. SECTION 17. ACCESS POINTS. The East Property and the West Property will each have a full access point (i.e., right and left turns permitted both into and out of the access point) at the intersection of Bluford Avenue and New Maine Street. Further, the East Property will have an additional access point south of the intersection of Bluford Avenue and New Maine Street (the "Second Access Point "). The CITY and the OWNER will endeavor to have the Second Access Point align with an access point for land located on the west side of Bluford Avenue in which case the CITY will support a full access point at that location. If the OWNER is unable to obtain a full access point which aligns with an access point for land located on the west side of Bluford Avenue, then the CITY will not oppose the Second Access Point being a full access so long as it is at least 700 feet south of the intersection of Bluford Avenue and New Maine Street; otherwise, the CITY may, in its discretion, oppose the Second Access Point being a full access. SECTION 18. PROHIBITION ON SPECIAL ASSESSMENTS. In consideration of the covenants set forth,herein and the conveyance of the Donated Lands, the CITY hereby covenants and agrees that it will not impose special assessments on the Property to pay for any portion of the cost of New Maine Street or any further extension thereof east of the East Property. SECTION 19. SEWER AND WATER. In addition to any water and /or wastewater capacity which may have heretofore been purchased by OWNER, the OWNER may, at OWNER'S option and from time -to -time, elect to purchase water and /or wastewater capacity for the development of the Property, or any portion thereof, from any entity listed in Exhibit "A" to that certain Water and Sewer Revenue and Maintenance Fee Agreement, dated May 10, 1995, and recorded in Official Records Book 4958, Pages 3817 -3851, Public Records of Orange County, Florida. The CITY hereby consents to any such purchase subject to compliance with all applicable regulations and procedures of the CITY governing any such purchase and the use of capacity acquired pursuant thereto. OWNER shall be responsible for all costs and expenses related to the purchase of any such water and /or wastewater capacity. SECTION 20. SEPARATE PARCELS. The CITY agrees that the East property and the West Property are separate parcels for the purposes of the CITY's Land Development Code. • SECTION 21. AUTHORITY: LIENS AND MORTGAGES. The OWNER warrants and represents to the CITY that it has full and complete power and authority to execute this Agreement and that there are no liens or mortgages against the Property except for the Permitted Encumbrances. SECTION 22. NOTICE. Any notice delivered with respect to this Agreement shall be in writing and be deemed to be delivered (whether or not actually received) when (1) hand delivered to the person hereinafter designated, or (2) upon receipt of such notice when deposited in the United States Mail, postage prepaid, certified nail, return receipt requested, addressed to the person at the address set forth opposite the party's name below, or such other • address or to such other person as the party shall have specified by written notice to the other party delivered in accordance herewith: TO OWNER`: •- William E. Colburn and John D. Colburn Cypress Creek Nursery, Inc. Cambria C/o Thomas A. Cloud, Esquire Gray, Harris & Robinson, P.A. 201 E. Pine Street, Suite 1200 Orlando, Florida 32801 OR Pik 56E 3 Pn 3 7 (]ranee Co FL 1998- 0492003 TO CITY: City of Ocoee City I-Iall 150 North Lakeshore Drive Ocoee, Florida 34761 Attention: City Manager with a copy to: Director of Planning City of Ocoee 150 North Lakeshore Drive Ocoee, Florida 34761 SECTION 23. COVENANT RUNNING WITH THE LAND. This Agreement shall be binding, and shall inure to the benefit of the heirs, legal representatives, successors and assigns of the parties, and shall run with the land and be binding upon the heirs, legal representatives, successors and assigns of the OWNER and upon any person, firm, corporation or entity who may become the successor -in- interest, directly or indirectly, to the Property, or any portion thereof. SECTION 24. RECORDATION OF AGREEMENT. The parties hereto agree that an executed original of this Agreement shall be recorded, at the CITY's expense, in the Public Records of Orange County, Florida. The CITY will, from time to time upon request of the OWNER, execute and deliver letters affirming the status of this Agreement. SECTION 25. COMPLIANCE WITH LAWS. Except as otherwise expressly provided in this Agreement or the Certificate of Vested Rights (i) the OWNER shall comply with all applicable federal, state and local ordinances and regulations in effect at the time of development of the Property, and (ii) nothing contained herein shall limit the right of the CITY to prescribe other conditions on the development of the Property in accordance with applicable CITY ordinances and land regulations in effect at the time of development. SECTION 26. APPLICABLE LAW. This Agreement and the provisions contained herein shall be construed, controlled, and interpreted according to the laws of the State of Florida. SECTION 27. TIME OF TIIE ESSENCE Time is hereby declared of the essence to the lawful performance of the duties and obligations contained in this Agreement. SECTION 28. AGREEMENT; AMENDMENT. This Agreement constitutes the entire agreement between the parties, and supersedes all previous discussions, understandings and agreements, with respect to the subject matter hereof. Amendments to and waivers of the provisions of this Agreement shall be made by the parties only in writing by formal amendment executed by both parties. SECTION 29. SEVERABILITY. If any sentence, phrase, paragraph, provision or portion of this Agreement is for any reason held invalid or unconstitutional by any court of competent jurisdiction, such portion shall be deemed a separate, distinct and independent provision and such holding shall not affect the validity of the remaining portion hereof so long as the intent of this Agreement can still be accomplished. SECTION 30.i FURTHER DOCIJMENTATION. The parties agree, that at any time following a request therefor by the other party, each shall execute and deliver to the other party such further documents and instruments, in form and substance reasonably necessary to confirm and /or effectuate the obligations of either party hereunder and the consummation of the transactions contemplated hereby. OOG.105532.G 15 OR Bk 5623 Po 2328 Orange Co FL 1999- 0492003 SECTION 31. SPECIFIC PERFORMANCE. Both the CITY and the OWNER shall have the right to enforce the terms and conditions of this Agreement by an action for specific performance. • SECTION 32. ARMS LENGTH TRANSACTION. This Agreement shall not be construed more strictly against one party than against the other merely by virtue of the fact that it may have been prepared by counsel for one of the parties, it being recognized that all parties have contributed substantially and materially to the preparation hereof. SECTION 33. ACKNOWLEDGMENT, RATIFICATION, AND CONSENT. A portion of the Property which is the subject of this Agreement was owned by William Colburn and Leiser Colburn. John D. Colburn has now acquired through deed issued in probate that interest previously held by Leiser Colburn. The CITY hereby acknowledges this transfer and ratifies and consents to the assignment of Leiser Colburn's rights, duties, and obligations under those agreements listed in Recital No. 6 hereof to John D. Colburn. SECTION 34. COUNTERPARTS. This Agreement and any amendments hereto may be executed in any number of counterparts, each of which shall be deemed an original instrument, but all such counterparts together shall constitute one and the same instrument. SECTION 35. EFFECTIVE DATE. This Agreement shall first be executed by the OWNER and submitted to the CITY for approval by the Ocoee CITY Commission. Upon approval by the Ocoee CITY Commission, this Agreement shall be executed by the CITY. The Effective Date of this Agreement shall be the date of execution by the CITY. IN WITNESS WHEREOF, the OWNER and the CITY have caused this instrument to be executed as of the day and year first above written. CITY: Signed, sealed and delivered CITY OF OCOEE, a Florida municipal in the presence of: Corporation ` \ */ t• r. Print Name r72/5`1 GOSA1 eu- S. SCOTT VANDERGRI +T, Print Name PeiT2Ic 1/9 E• SM I Attest: -4?-,-) 1 ?. r J N GRAFTON � ' ' o r ; r . City Clerk t , (SEAL)4, ✓ t_.,a,•.;r,_r' J; r • : >, ,: ..,,.:•,,t FOR USE AND RELIANCE ONLY BY APPROVED BY THE OCO11 +]'' CI'',Y" ;;_! '',` THE CITY OF OCOEE, FLORIDA; COMMISSION AT A MhTING''IELD ' APPROVED AS TO FORM AND ON /10 v &>y\ S frR 17 4998 :UNDER LEGALITY this 'i,_day of AGENDA ITEM NO.. _ C f. /U 6 kj"CA146.0 ' , 1998. FOLEY & LARDNER g.t.j / By: City Attorney 006.105532,6 16 OR Bk 5623 Pq 2329 Orange Co FL 1998- 0492003 STATE OF FLORIDA COUNTY OF ORANGE I HEREBY CERTIFY that on this day, before me, an officer duly authorized in the State and County aforesaid to take acknowledgements, personally appeared S. SCOTT VANDERGRIFT and JEAN GRAFTON, personally known to me to be the Mayor and City Clerk, respectively, of the CITY OF OCOEE and that they severally acknowledged executing the same in the presence of two subscribing witnesses freely and voluntarily under authority duly vested in them by said municipality. They are personally known to me. WITNESS my hand and official seal in the County and State last aforesaid this i 8 rd day of NavFMOEe , 1998 Signature of Notary f m Madan B Green M 1� p GREEN * *My Commission CC773231 MARIAN R I p t`t J R n e e Expires Novembers, 2002 Name of Notary (Typed, Printed or Stamped) Commission Number (if not legible on seal): My Commission Expires (if not legible an seal): • • • 006.100532.6 17 • OR Bk 5623 Pg 2330 Signed, sealed and delivered OWNER: orange Ca FL 1998 - 0492003 in the presence of: / ".Lzr-A lit ) 0P'`1 1- le-4 t Print Name: / a /-/1 /Len/ M• GJeR -54a y WILLIAM E. COLBURN • . o _ . Print Name: ` 1C_ ( /k 5- skt i Print Name: Kad •.) M 4Xa a /c JO N ( D. COLBURN Print Name: iI! 1C MIT f4 CCN INVESTMENTS, INC., a Florida corporation, formerly known as CYPRESS CREEK NURSERY, INC., a Florida corporation Print Name: Kay' 114-4 M - .1 'IA (°/ , Name: T 0 C91 t7 Print Name: { T,Q t Title: hi reatee,o � ' "r� �� \ ., .• (CORPORATE SEAL) r',° '��'•.. CAMBRIA, a Florida general partnership?'•• 1- e r - /a- By: J i9L. wt f Print Name:/&o,.JJ, /ee& / 1 ' t l�l f�a �/� Name: LIJ i tl v w. E. 16 eGiA -fit Print Name: 14TQ ICI A E - kcfvk 1T>H . Title: (>..¢. eA . Print Name: • • 006.105532.6 18 OR Bk S6 ?3 Pn 2:3:31 STATE OF FLORIDA Orange Co FL 1998- 0492003 COUNTY OF OR 1, N G E I HEREBY CERTIFY that on this day, before me, an officer duly authorized in the State and County aforesaid to take acknowledgments, personally appeared WILLIAM. E. COLBURN, [ ] who is personally known to me, or [✓] who produced FD L C 41 ta 9 a S - 33.11$ 3 - D as identification, and that he acknowledged executing the same in the presence of two subscribing witnesses freely and voluntarily. WITNESS my hand and official seal in the County and State last aforesaid this 19 n day of ]`tnv Efr CR , 1998 Signature of Notary 4av20� Marian B Green * *My Commission CC77a' "' Expires Novembers. <.. M A k 7. A Pl k. G R F. 51\1 Nance of Notary (Typed, Printed or Stamped) Commission Number (if not legible on seal): CC R'1 R 13 1 My Conunission Expires (if not legible on seal):11- 4 -1on.b STATE OF FLORIDA COUNTY OF bRf1NG•E I HEREBY CERTIFY that on this day, before me, an officer duly authorized in the State and County aforesaid to take acknowledgments, personally appeared JOAN D. COLBURN, [ ] who is personally known to me, or ['] who produced PD t_ c X411 - u L - 1.2.961 -D as identification, and that he acknowledged executing the same in the presence of two subscribing witnesses freely and voluntarily. WITNESS my hand and official seal in the County and State last aforesaid this I fi Y t day of NnvE MS&FR , 1998 ) an .in.acJ rb.1 JA a aA Signature of Notary .. 02% , Madan 0 Green (� l.12ayr *My Commission CC773231 ►./� I A R.I A r1 ❑ . GkeptV Vi y Expires November 4, 2002 Name of Notary (Typed, Printed or Stamped) Commission Number (if not legible on seal): My Commission Expires (if not legible on seal): 006.105532.6 19 Pg 2.:332 STATE OF FLORIDA OROrrange 3 1998-0492003 COUNTY OF ORA I IIEREBY CERTIFY that on this day, before me, an officer duly authorized in the State and County aforesaid to take acknowledgments, personally appeared ,To 1 P. Cn Lit LIP 14 , as PRES_. ___ , of CCN INVESTMENTS, INC., a Florida corporation, formerly known as CYPRESS CREEK NURSERY, INC., [ ] who is personally known to me, or [✓] who produced pr L C 411„ - 4.14 4 i 2 - 1 I • n as identification, and acknowledged executing the same in the presence of two subscribing witnesses freely and voluntarily on behalf of said corporation. WITNESS my hand and official seal in the County and State last aforesaid this 17 z H day of NovEMAER , 1998. k °4.4 }3. Qax-) Signature of Notary o w N Madan B Green * *My Commission CC773231 M�`(� n(� Expires November 4, 2002 I I A Q S A N 1'1. �7 R E E t.I Name of Notary (Typed, Printed or Stamped) Commission Number (if not legible on seal): My Commission Expires (if not legible on seal): • STATE OF FLORIDA COUNTY OF O RAN G E I HEREBY CERTIFY that on this day, before me, an officer duly authorized in the State and County aforesaid to take acknowledgments, personally appeared W x LLT AtA E. C 0 LBUR. N , as General Partner, of CAMBRIA, a Florida general partnership, [ ] who is personally known to me, or [ who produced F D I C 4 110.92.5.1 g - R • n as identification, and acknowledged executing the same in the presence of two subscribing witnesses freely and voluntarily on behalf of said partnership. WITNESS my hand and official seal in the County and State last aforesaid this 117-11 day of Nova N REFI , 1998. y, Signature of Notary Marian B Green _ MARIAN S. G R E E N l * *My Commission CC773231 Name of Notary (Typed, Printed or Stamped) ' •4,, ,,,.r' Expires November 4, 2002 Commission Number (it' not legible on seal): My Commission Expires (if not legible on seal): 006.105532.6 20 • EXHIBIT "A" nR OrangeCo FL 1998- 492003 COLBURN PARCEL Beginning at a point 10 chains East of a point 20.99 chains North of the Southwest corner of Section 20, Township 22 South, Range 28 East and run East 10 chains; South 10.43 chains; West 10 chains, North 10.68 chains to the point of beginning; LESS the right of way for the A.C.L. Railroad and the right of way for the State Road; AND Commencing at a point 10 chains East of the Southwest corner of Section 20, Township 22 South, Range 28 East, run East along the Section 10.20 chains; North 10 chains; West 10.20 chains; South 10 chains to the point of beginning; LESS that part West of the Railroad; LESS the Railroad right of way and LESS the right of way for State Road; More particularly described as follows: From the Southwest corner of the Southwest 1/4 of Section 20, Township 22 South, Range 28 East, Orange County, Florida, run N.00° 14' 15 "E. along the West line of said Section 20 a distance of 1383.54 feet to the Northwest corner of the Southwest 1/4 of the Southwest 1/4 of said Section 20; thence S.88 °58'01"E. along the North line of said Southwest 1/4 of the Southwest 1/4 a distance of 664.92 feet to the Northwest corner of the Northeast 1/4 of the Southwest 1/4 of the Southwest 1/4 of said Section 20; thence S.00 °13'06"W. along the West line of said Northeast 1/4 of the Southwest 1/4 of the Southwest 1/4 a distance of 4.75 feet to the point of beginning on a curve on the South right of way line of Maine Street, said curve being concave Northerly and having a radius of 540.78 feet; thence from a tangent bearing of S.75 0 19'57"E. run Easterly along the arc of said curve and said South right of way line 126.98 feet through a central angle of 13°27'14" to the point of tangency; thence S.88 °47'11"E. along said South right of way line 424.35 feet to the point of curvature of a curve concave Southwesterly and having a radius of 87.36 feet; thence run Southeasterly along the arc of said curve 135.45 feet through a central angle of 88 °50'18" to the point of tangency on the West right of way line of Richmond Avenue; thence S.00 °03'07" W. along said West right of way line 1186.95 feet to the intersection of said West right of way line with the Easterly right of way line of Clarcona Ocoee Road; thence N.39 °19 along said Easterly right of way line 712.74 feet to the point of curvature of a curve concave Northeasterly and having a radius of 5735.72 feet; thence run Northwesterly along the arc of said curve and said Easterly right of way line 300.93 feet through a central of 03°00'22" to said West line of the Northeast 1/4 of the Southwest 1/4 of the Southwest 1/4; thence N.00° 13'06 "E. along said West line 511.76 feet to the point of beginning, containing therein 12.9783 acres more or less. EXIIIBIT "B" CCN PROPERTY OR Bk 5E 23 Pp 2334 Orange Co FL 1998 - 0492003 PARCEL 1 A tract of land lying 30.00 feet either side of the centerline of Seaboard Coastline Railroad and East of the West section line of Section 20, Township 22 South, Range 28 East said centerline described as follows: Commence at the Southwest corner of the Southwest 1/4 of Section 20, Township 22 South, Range 28 East, thence run N.00° 12'54 "W. 1646.47 feet along the West section line for a point of beginning; thence S.35 °51'24 "E. 705.94 feet to the point of termination. Subject to right-of-way for State Road No. 439. (O.R. Book 3669, Page 1602) AND PARCEL 2 All that part of the South 1/2 of said Northwest 1/4 of the Southwest 1/4 of Section 20, Township 22 South, Range 28 East, lying West of railroad right -of -way. AND All that part of the South 1/2 of the Northwest 1/4 of the Southwest 1/4 of said Section 20, lying East of Railroad right -of -way and West of Clarcona Ocoee Road (O.R. Book 3517, Page 1381). AND PARCEL 3 All that part of Northwest 1/4 of the Southwest 1/4 of the Southwest 1/4 of Section 20, Township 22 South, Range 28 East, Orange County, Florida, lying West of the Florida Midland Railway, and more particularly described: Beginning at a point in the section line on the West side of said Section 20, at a point 10 chains North of the Southwest corner of said Section, run East 9 chains more or less to right-of-way of the Florida Midland Railway; thence in a Northwesterly direction along said right -of -way to North boundary of said Southwest 1/4 of the Southwest 1/4; thence West to Section line; thence South on Section line to the point of beginning (containing 5 acres more or less). Less right -of -way for Maguire Road, as recorded in O.R. Book 1294, page 767, Public Records of Orange County, Florida (O.R. Book 3517, Page 1380). LESS Commence at the Southwest corner of the Southwest 1/4 Section 20, Township 22 South, Range 28 East, thence run N.00° 12'54 "W. 691.70 feet along the West line of Section 20, Township 22 South, Range 28 East, thence S.89 °40'46 "E. 342.08 feet along the South line of the Northwest 1/4 of the Southwest 1/4 of the Southwest 1/4 of said section 20 for a point of beginning; thence - N. 15 °49'19 "W. 290.12 feet; thenceN 54 °21'11 "E. 150.343 feet; thence S.35 ° 51'24 "E. 455.00 feet; thence N.89 °40'46 "W. 310.00 feet to the point of beginning. (O.R. Book 3669, Page 1549) AND PARCELS 1, 2 Aft 3 BEING 'MORE PARTICULARLY DESCRIBED AS FOLLOWS: Commencing at the Southwest corner of the Southwest 1/4 of Section 20, Township 22 South, Range 28 East, Orange County, Florida, run N.00° 14'15 "E. along the West line of said Section 20 a distance of 691.77 feet to the southwest corner of the Northwest 1/4 of the Southwest 1/4 of the Southwest 1/4 of said Section 20; thence S.89 ° 14'54 "E. along the south line of said Northwest 1/4 of the southwest 1/4 of the Southwest 1/4 a distance of 30.00 feet to the point of Page 1 of 2 OR Bk 5& 23 Pq 2335 Orange Co FL 1998 0492003 beginning on the Easterly right-of-way line of Maguire Road, as recorded in O.R. Book 1294, Page 767, Public Records of Orange County, Florida; thence run N.00° 14'15 "E. along said right- of-way line 255.67 feet to the point of curvature of a curve concave Southwesterly and having a radius of 550.87 feet; thence run Northwesterly along the arc of said curve and said right -of -way line 182.63 feet through a central angle of 18 °59'45" to said West line of Section 20; thence N.00 ° 14' 15 "E. along said West line 257.06 feet to the Southwest corner of the South 1/2 of the Northwest 1/4 of the Southwest 1/4 of said Section 20; thence continue N.00 °14'15"E. along said West line of Section a distance of 628.09 feet to a point on the Westerly right -of -way South Bluford Avenue (formerly Clarcona Ocoee Road) thence S.25 °22'15 "E. along said right -of -way line 88.56 feet to the point of a curvature of a curve concave Northeasterly and having a radius of 1748.83 feet; thence run Southeasterly along the arc of said curve and said right -of -way line 120.23 feet through a central angle of 03 ° 56'20" to a point on the Easterly line of a 60.00 feet seaboard system railroad right-of-way (as described in O.R. Book 3607, Page 2027); thence run S.35 ° 19'29"E. along said Easterly line 586.61 feet; thence leaving said Easterly line, run S.54 ° 40'23 "W. 210.84 feet; thence S. 15 ° 13'22 "E. 290.12 feet to a point on said South line of the Northwest 1/4 of the Southwest 1/4 of the Southwest 1/4 of Section 20; thence run N.89° 14'54 "W. along said South line, 310.93 feet to the Point of Beginning, containing 5.7454 acres more or Less. Page 2 of 2 EXHIBIT "C" OR Bk 5623 Pia 2336 Orange Ca FL 1998- 0492003 CAMBRIA PARCEL That part of the South 1/2 of the Northwest 1/4 of the Southwest 1/4 of Section 20, Township 22 South, Range 28 East, Orange County, Florida, lying East of Clarcona Ocoee Road and South of Maine Street; AND That part of the Northwest 1/4 of the Southwest 1/4 of the Southwest 1/4 of said Section 20, lying East of Clarcona Ocoee Road and South of Maine Street; More particularly described as follows: From the Southwest corner of the Southwest 1/4 of Section 20, Township 22 South, Range 28 East, Orange County, Florida, run N.00° 14'15 "E. along the West line of said Section 20 a distance of 1383.54 feet to the Southwest corner of the South 1/2 of the Northwest 1/4 of the Southwest 1/4 of said Section 20; thence S.88 °58'01"E. along the South line of said South 1/2 of the Northwest 1/4 of the Southwest 1/4 a distance of 290.79 feet to the point of beginning on the Easterly right of way line of Clarcona Ocoee Road; thence run N.35 °20'45 "W. along said Easterly right of way line 84.06 feet to the point of curvature of a curve concave Northeasterly and having a radius of 1688.83 feet; thence Northerly along the arc of said curve and said Easterly right of way line 234.24 feet through a central angle of 07°56'49" to the intersection of said Easterly right of way line with the Southerly right of way line of Maine Street; thence S.61 01701 "E. along said Southerly right of way line 480.76 feet to the point of curvature of a curve concave Northerly and having a radius of 540.78 feet; thence Easterly along the arc of said curve and said Southerly right of way line 132.60 feet through a central angle of 14 °02'56" to the East line of the Northwest 1/4 of the Southwest 1/4 of the Southwest 1/4 of said Section 20; thence S.00 °13'06"W. along said East line 511.76 feet to a point on said Easterly right of way line of Clarcona Ocoee Road, said point being on a curve concave Northeasterly and having a radius of 5735.72 feet; thence from a tangent bearing of N.36 °18'47"W. run Northwesterly along the are of said curve and said Easterly right of way line 96.83 feet through a central angle of 00 °58'02" to the point of tangency; thence N.35 °20'45 "W. along said Easterly right of way line 545.25 feet to the point of beginning, containing therein 3.2654 acres more or less. 67 • , OR Bk 5& 23 Pg 2337 EXHIBIT "D" Orange Co FL 1998- 0492003 PERMITTED ENCUMBRANCES Permitted Encumbrances means and includes the following: 1) Real property taxes for the year of transfer and for subsequent years. 2) Pending liens, if any, for special assessments for public improvements or other public purposes, which are payable in installments. 3) All present and future building restrictions, zoning regulations and all present and future laws, ordinances, resolutions, regulations and orders of any governmental authority having jurisdiction over the real property and the use thereof as represented herein. 4) Easements, mineral reservations, matters appearing on any plat or common to any subdivision, restrictions, reservations, rights -of -way, conditions and limitations of record, if any, which are not coupled with any reverter or forfeiture provisions, including (without limitation) any drainage, canal, mineral, road, or other reservations of record in favor of the State of Florida or any of its agencies or governmental or quasi - governmental entities, or as may be set forth in any "Murphy Deeds." 11/12/98 006.105532.6 OR Bk 5& 23 Pq 23 Orange Co FL 1998 - 0492003 • ‘ ' X/STING MAINE STREET park land +3.0 ac 70' ROW 1 00' — — — ` ..�•._�. .-- ._ -_•- _ �_••- _•- •_�__•- •_- ..- ..- .. -.. -. -•_ ..- J../ �• 'l•5 ac RE_OCAT ED MAINE STREET \ 15' TEMPORARY EXTEND D CONSTRUCT/ON MAINE EASEMENT 10' PERMANENT EASEMENT J1.7 ac • 0 NOTES: "92 I. THIS EXHIBIT WAS BASED ON GIS BASE IIAPS.NOT SURVEYS • PEC EXHIBIT E MAINE ST R I ET • OR Bk 5623 Pg 2339 Orange Co FL 1998 - 0492003 N g I " w ow\ &b. . --1 1NINIS 0104 a, lip 1 Iij 1 \\\ 15 TEMP• --...._-4 /90 /�� ��• , > \ i CONS TRUCT /O— - O . ' ac \\ EASEMENT I 1170' 70' ROW . -._ — ._ - - -- I ------- ---- -- EXTENDED MAINE ` STREET 1; -;•- 1 \ RELOa ATED _0.6 ac \ \MAIN A STREET i ICY PERMAN 10' MAGUIRE 1 EASEME .7 RGAD LAND Ill ±2.2 ac n .-- -- ----_ 15' TEMPORARY -------- .I ac •40 CONSTRUCTION • NOTES, EASEMENT pond I d . L POND I ROW TO BE DEDICATED 10 TO THE CITY OF OCOEE. • 2. AN EASEMENT WILL BE REWIRED 111 �� FOR A DRAINAGE PIPE -FROM POND 1 . TO POND 2.AN0 OVER POND 2. 411 3. THIS EXHIBIT WAS BASED ON GIS BASE MAPS.NOT SURVEYS. • • • 1 / PEC EXHIBIT F MAINE STREET EXHIBIT "G" RICHMOND AVENUE VACATED PARCEL That portion of Richmond Avenue right-of-way lying south of Relocated Maine Street and north of the existing north right -of -way line of State Road 50, located in Section 20, Township 22 South, Range 28 East, Orange County, Florida. The Richmond Avenue Vacated Parcel expressly excludes the existing Maine Street. OR Bk E5623 Pg 2344 Orange Co FL 1998- 0492003 bo 11/12/98 006.105532.6 THIS INSTRUMENT PREPARED BY AND SHOULD BE RETURNED TO: Paul E. Rosenthal, Esq. FOLEY & LARDNER 111 North Orange Avenue, Suite 1800 OR Bk 56 Pg 234 1 Post Office Box 2193 Orange Co FL 1998- 0492003 Orlando, Florida 32802 -2193 (407) 423 -7656 THIS INSTRUMENT SHOULD BE RETURNED TO: Jean Grafton, City Clerk City of Ocoee 150 N. Lakeshore Drive Ocoee, Florida 34761 For Recording Purposes Only EXHIBIT "H" NON - EXCLUSIVE TEMPORARY CONSTRUCTION EASEMENT AGREEMENT THIS NON - EXCLUSIVE CONSTRUCTION TEMPORARY EASEMENT AGREEMENT (this "Easement Agreement ") is made and entered into this day of , 19 , by and between whose address is (hereinafter referred to as the "Grantor "), and the CITY OF OCOEE, a Florida municipal corporation, whose address is 150 North Lakeshore Drive, Ocoee, Florida 34761 (hereinafter referred to as the "Grantee "). WITNESSETH: WHEREAS, Grantor is the owner of that certain real property located in Orange County, Florida, as more particularly described in Exhibit "A" attached hereto and incorporated herein by reference (the "Easement Property ") : and WHEREAS, Grantee has requested, and Grantor has agreed to grant and convey to Grantee, a non- exclusive temporary easement over, upon and across the Easement Property for the specific and limited purposes hereinafter set forth. NOW, THEREFORE, in consideration of the mutual covenants, promises, terms and conditions set forth herein, and for other good and valuable consideration, the receipt and sufficiency of which are hereby acknowledged, the parties hereto agree as follows: Section 1. The above recitals are true and correct, form a material part of this Agreement and are incorporated herein by reference. Section 2. Grantor hereby gives, grants, bargains, sells and conveys to Grantee a non- exclusive temporary easement over, upon and across the Easement Property for the purposes hereinafter stated (the "Easement "), all subject to the terms, conditions and limitations set forth herein. Section ,-3. .Grantor hereby warrants and guarantees to Grantee that Grantor has fee title to the Easement Property, subject to easements, reservations, restrictions and rights -of -way of record, if any, and that Grantor has full power and authority to grant this Easement as to the Easement Property. Section 4. Grantee's use of the Easement Property shall be for the purpose of Grantee, through itself, its agents, contractors, consultants and employees: (a) performing such activities on the Easement Property as Grantee may deem reasonably necessary in connection with the design, engineering and construction of a certain roadway known as 11/12/98 006.115367.1 OR Bk 5& 23 Pg 2342 Orange Co FL 1998 0492003 Road (the "Road ") which is .to be located adjacent to an`d iii'the vicinity of the Easement Property, and (b) tying in and harmonizing the Easement Property and the driveways, walkways and other improvements thereon with the construction of the Road to be undertaken by the Grantee in conjunction with the aforesaid activities on the Easement Property. Notwithstanding the foregoing, this Easement is granted upon the condition that. the sloping and /or grading upon the Easement Property shall not extend beyond the Easement Property and that all grading or sloping shall conform to all existing structural improvements within the Easement Property and all work will be performed in such a manner that existing structural improvements will not be damaged. Section 5. This Easement is non- exclusive, and Grantor reserves to itself, its successors and assigns, the non- exclusive right to use, pass and repass over and upon the Easement Property. Each party shall use the rights granted and reserved by this Easement Agreement with due regard to the rights of the other party to use and enjoy the Easement Property. Section 6. This Easement shall terminate upon the earlier of (a) the completion of the construction of the Road as certified by the City, or (b) ( ) months from the date hereof. Upon termination of this Easement, Grantee shall record a Notice of Termination in the Public Records of Orange County, Florida. Section 7. Grantee shall, at its sole cost and expense, restore any improvements on the Easement Property that are damaged by Grantee incident to its construction of the Road to a condition which approximates as closely as is reasonably practicable the condition of said improvements prior to being damaged by Grantee. Section 8. To the extent permitted by law, the Grantee agrees to indemnify and hold harmless the Grantor from and against any and all claims, actions, causes of action, loss, damage, injury, liability, cost or expense, including without limitation attorneys' fees and paralegal fees • (whether incurred before, during or after trial, or upon any appellate level), arising from the Grantee's use of the Easement Property or from the exercise by the Grantee of any rights granted by this Easement Agreement. Section 9. To the extent that any rules, regulations or ordinances of the Grantee or any previously existing development approvals or any agreements between the Grantor (or its predecessors in interest) and the Grantee require that certain improvements, including but not limited to walls, signage, landscaping, irrigation and berming, be constructed or installed within all or any portion of the Easement Property, the Grantor agrees that it shall not construct or install any such improvements within the Easement Property until the earlier of (i) the date of termination of this Easement Agreement, or (ii) the written approval by the Grantee of a specific improvement within the Easement Property. The aforementioned restrictions may be waived by Grantee in whole or in part, at 'the Grantee's option. The Grantor may from time - to -time request the approval of Grantee to construct or install certain improvements within the Easement Property and Grantee covenants and agrees to grant such approval unless the Grantee makes a good faith determination that such improvement will interfere with the exercise by Grantee of its rights and privileges under the terms of this Easement Agreement. Grantee covenants and agrees that it will not defer or delay the issuance to Grantor of any building permits, certificates of completion or certificates of occupancy because of the inability of the Grantor to complete improvements within the Easement Property due to the restrictions imposed by this Easement Agreement; provided, however, that the Grantor shall, at Grantor's sole cost and expense, promptly complete any such deferred or delayed improvements upon the termination of this Easement Agreement or the waiver of such restriction by the Grantee. Nothing contained in this Section shall be construed to release or discharge the Grantor from any of its obligations and responsibilities with respect to improvements to be constructed or installed within the Easement Property. This Section is intended only to affect the timing of the Grantor's compliance with any such obligations and responsibilities. Section 10. This Easement Agreement shall be binding upon and inure to the benefit of the parties specified herein, their respective legal representatives, successors and assigns, and the benefits and burdens Thereof shall run with the Easement Property. 006.115367.1 -2- OR Bk 5&23 Pg 2343 Orange Co FL 1998- 0492003 Section 11. This Easement Agreement may be modified or amended only upon the mutual written consent of Grantee and Grantor, or their respective legal representatives, successors and assigns. IN WITNESS WIIEREOF, the parties hereto have subscribed their names and have caused this Easement Agreement to be executed as of the day and year first above written. Signed, sealed and delivered GRANTOR: in the presence of: Print Name: Print Name: GRANTEE: CITY OF OCOEE, a Florida municipal corporation By: Print Name: Mayor Attest: City Clerk Print Name: (SEAL) FOR USE AND RELIANCE ONLY BY APPROVED BY THE OCOEE CITY THE CITY OF OCOEE, FLORIDA; COMMISSION AT A MEETING APPROVED AS TO FORM AND HELD ON , 19 LEGALITY this day of UNDER AGENDA ITEM NO. , 19 FOLEY & LARDNER By: City Attorney 006.115367.1 -3- OR Bk 3623 Pg 2344 Orange Co FL 1998- 0492003 Recorded — Martha 0. Haynie STATE OF FLORIDA ) COUNTY OF ) • I HEREBY CERTIFY that on this day, before me, an officer duly authorized in the State aforesaid and in the County aforesaid, to take acknowledgements, personally appeared before me of and who ❑ is personally known to me, or who ❑ produced as identification, and who acknowledged that he /she executed the foregoing instrument freely and voluntarily for the uses and purposes expressed therein. WITNESS my hand and official seal in the County and State last aforesaid this day of , 19_ Signature of Notary Name of Notary (Typed, Printed or Stamped) Commission Number (if not legible on seal): My Commission Expires (if not legible on seal): STATE OF FLORIDA COUNTY OF ORANGE I HEREBY CERTIFY that on this day, before me, an officer duly authorized in the State and County aforesaid to take acknowledgments, personally appeared and well known to me to be the Mayor and City Clerk, respectively, of the CITY OF OCOEE, a Florida municipal corporation, and that they severally acknowledged executing the same in the presence of two subscribing witnesses freely and voluntarily under authority duly vested in them by said municipality. They are personally known to me. WITNESS my hand and official seal in the County and State last aforesaid this day of ,19 Signature of Notary Name of Notary (Typed, Printed or Stamped) Commission Number (if not legible On Seal): My Commission Expires (if not legible on seal): 006.1 15367.1 -4- 3 0 c 0 U 11 0 A gg'10 &I j agfi VILL GE PLANINDEX TH_E_--,or 1 COVER SHEET 2 CITY OF OCOEE CONDITIONS OF APPROVAL 3 CTE SPECIFICATION SHEET 4 OVERALL PRELIMINARY SUBDIVISION PLAN 5 PRELIMINARY SUBDIVISION PLAN PHASE 1 - SHEET 1 6 PRELIMINARY SUBDIVISION PLAN PHASE 1 - SHEET 2 7 PAVING, GRADING AND DRAINAGE PLAN - SHEET 1 8 PAVING, GRADING AND DRAINAGE PLAN - SHEET 2 9 PAVING, GRADING AND DRAINAGE DETAILS 10 UTILITY PLAN - SHEET 1 11 UTILITY PLAN - SHEET 2 12 UTILITY DETAILS 13 LOT LAYOUT PLAN 14 TREE PRESERVATION PLAN - SHEET 1 15 TREE PRESERVATION PLAN - SHEET 2 16 TREE IDENTIFICATION SURVEY 17 OVERALL SURVEY PLAN 18 BLUFORD AVENUE MODIFICATIONS FOR PHASE 1 WORK 1 OF 3 SPECIFIC PURPOSE SURVEY (COVER - BOTTOM HALF OF PROJECT, DRMP) 2 OF 3 SPECIFIC PURPOSE SURVEY (BOUNDARY - BOTTOM HALF OF PROJECT, DRMP) 3 OF 3 SPECIFIC PURPOSE SURVEY (TREE SURVEY - BOTTOM HALF OF PROJECT, DRMP) 1 OF 1 BOUNDARY- SURVEY (TOP HALF OF PROJECT, CEMS) 1 OF 2 PRELIMINARY LANDSCAPE SITE PLAN 2 OF 2 PRELIMINARY LANDSCAPE DETAILS SITE DATA ZONING: C -2, COMMUNITY COMMERCIAL EXISTING PROPERTY LAND USE: VACANT COMMERCIAL PROPOSED PROPERTY LAND USE: COMMUNITY COMMERCIAL PROPERTY PARCEL NUMBER: Parcel # 20- 22 -28- 0000 -00 -018 (WILLIAM COLBURN /WIN- OCOEE, LTD.) Parcel # 20- 22 -28- 0000 -00 -020 (WIN= OCOEE, LTD.) Parcel # 20- 22 -28- 0000 -00 -054 (CAM BRIA /WIN- OCOEE, LTD.) SOIL TYPES; 2828 EDGEWATER DR., SUITE 200 WAIVER TABLE FLORIDA 32804 ITEM 46 (TAVARES) AND 3 (BASINGER) CODE REQUIREMENT PROPOSED STANDARD PHONE: (407) 649 -8334 FAX: LANDSCAPE BUFFERS: JUSTIFICATION 1. 6.14.C.(1),(b)ii SMALLER COMMERCIAL STRUCTURES AND 20' FRONTING S.R. 50 1. DEVELOPER IS DONATING OUTPARCELS SITUATED ALONG PRIMARY MORE THAN 50% OF THE STREET 15' FRONTING BLUFORD AVE. & MAINE STREET AND SECONDARY ROADWAYS WILL NOT FRONTAGE ALONG BLUFORD AVENUE AND 10' FRONTING INTERNAL ROADWAYS, PARKING LOTS, BUILDINGS & STRUCTURAL RETAINING PONDS. BUILDING SETBACKS SR 50. SHALL BE RESTRICTED TO NO MORE THAN FRONT: 50 FEET (ALONG SR 50 AND BLUFORD AVENUE) 50% OF THE LINEAR ROADWAY FRONTAGE REAR: 20 FEET WITHIN A PLANNED COMMERCIAL SIDE: 10 FEET DEVELOPMENT OR SUBDIVISION. MORE THAN TWO OUTPARCELS WITHIN THE INTERNAL PROPERTY LINES: 10 FEET 6.14.C.(1),(b)iv NO MORE THAN TWO OUTPARCELS WITHIN THE 1. DEVELOPER IS DONATING 35 FT MAXIMUM BUILDING HEIGHT SAME COMMERCIAL SUBDIVISION DO ABUT OF ROW ALONG BLUFORD AVENUE (APPROX. 1900 FT), 10 FT ROW ALONG SR50. ABUT EACH OTHER ALONG PRIMARY OR 45 FEET (3 STORIES) SECONDARY STREET FRONTAGES, ALTHOUGH SECONDARY STREET. OVERALL LOT COVERAGE CALCULATIONS: (PROPOSED) ANY NUMBER OF OUTPARCELS MAY FRONT TOTAL PROPERTY AREA ON INTERNAL STREETS WITHIN A INCLUDING LAKE BENNET): 1,725,847 SF 39.62 AC 3. OTAL LAND AREA 1,148,677 SF 26.37 AC 66.56 % TOTAL DEVELOPED LAND AREAS: 605,069 SF 13.89 AC 52.68 % TOTAL UNDEVELOPED LAND AREAS: 543,608 SF 12.48 AC 47.32 % DEVELOPED AREA BREAKDOWN (PHASE 1) CONSISTING OF A MINIMUM OF TWENTYFIVE TOTAL BUILDING AREA 40,113 SF 0.92 AC 6.62 % TOTAL PARKING /SIDEWALK AREAS 367,235 SF 8.43 AC 60.69 % TOTAL POND AREA 54,350 SF 1.25 AC 9.00 % PERVIOUS AREA 143,371 SF 3.29 AC 23.69 % TOTAL PERVIOUS AREA (undev + pervious in dev. land) 686,979 SF 15.77 AC 59.80 % NOTES: 1. AREA CALCULATIONS WITHIN EACH LOT IS BASED ON THE CONCEPTUAL SITE LAYOUT WITHIN THE LOT. AREA CALCULATIONS WILL BE FINALIZED WHEN SITE PLANS FOR EACH LOT IS GENERATED. HOWEVER, NO INDIVIDUAL LOT SHALL EXCEED 80% IMPERVIOUS AREA. LOCATION MAP BEXNF-..,, f 7 APPLICANT ?VUE WIN- OCOEE, LTD OWEN EWING 2901 RIGSBY LANE SAFETY HARBOR, FLORIDA 34695 PHONE: (727) 726 -1115 FAX: (727) 726 -2337 OWNERS THE COLBURN PROPERTY WIN- OCOEE. LTD WILLIAM E. COLBURN JOHN D. COLBURN OWEN EWING CAMBRIA 2901 RIGSBY LANE 1899 VISTA ROYALE BLVD SAFETY HARBOR, FLORIDA 34695 ORLANDO, FL. 32835 PHONE: (727) 726 -1115 PHONE: (828) 456 -7279 FAX: (727) 726 -2337 qT PHONE: (407) 296 -4504 C c Ix s� to cC 0 UTILM CD * WATER CABLE L l Q- CITY OF OCOEE BRIGHT HOUSE NETWORK 150 NORTH LAKESHORE DRIVE 844 MAGUIRE ROAD CITY OF OCOEE, FLORIDA 34761 OCOEE, FLORIDA 34761 PHONE: (407) 905 -3100 EXT. 1505 PHONE: (407) 532 - 8508/8509/8520 PREPARED FOR: WIN- O COEE. LTD. OWEN EWING 2901 RIGSBY LANE SAFETY HARBOR, FLORIDA 34695 PHONE: (727) 726 -1115 FAX: (727) 726 -2337 DALE & COMPANY 651 NORTH MILLS AVENUE ORLANDO, FLORIDA 32803 CONTACT: RONALD C. DALE, ASLA EMAIL: DALERON ®AOL.COM PHONE: (407) 894 -1317 FAX: (407) 894 -8986 CML ENGINEER CONSUL -TECH DEVELOPMENT SERVICES 2828 EDGEWATER DR., SUITE 200 WAIVER TABLE FLORIDA 32804 ITEM CODE CITATION CODE REQUIREMENT PROPOSED STANDARD PHONE: (407) 649 -8334 FAX: (407) 649 -8190 JUSTIFICATION 1. 6.14.C.(1),(b)ii SMALLER COMMERCIAL STRUCTURES AND COMMERCIAL STRUCTURES DO DOMINATE 1. DEVELOPER IS DONATING OUTPARCELS SITUATED ALONG PRIMARY MORE THAN 50% OF THE STREET 35 FT OF ROW ALONG BLUFORD AVENUE (APPROX. 1900 FT), 10 AND SECONDARY ROADWAYS WILL NOT FRONTAGE ALONG BLUFORD AVENUE AND FT ROW ALONG SR50. DOMINATE THE STREET FRONTAGE AND SR 50. SHALL BE RESTRICTED TO NO MORE THAN 50% OF THE LINEAR ROADWAY FRONTAGE WITHIN A PLANNED COMMERCIAL DEVELOPMENT OR SUBDIVISION. MORE THAN TWO OUTPARCELS WITHIN THE 2. 6.14.C.(1),(b)iv NO MORE THAN TWO OUTPARCELS WITHIN THE 1. DEVELOPER IS DONATING 35 FT SAME PLANNED DEVELOPMENT SHALL SAME COMMERCIAL SUBDIVISION DO ABUT OF ROW ALONG BLUFORD AVENUE (APPROX. 1900 FT), 10 FT ROW ALONG SR50. ABUT EACH OTHER ALONG PRIMARY OR EACH OTHER ALONG A PRIMARY AND SECONDARY STREET FRONTAGES, ALTHOUGH SECONDARY STREET. ANY NUMBER OF OUTPARCELS MAY FRONT ON INTERNAL STREETS WITHIN A COMMERCIAL SUBDIVISION. LOT 1 ALONG SR 50 IS 0.93 ACRE (LESS THAN 3. 6.14.C.(1),(b)v NO OUTPARCEL LOT SHALL BE LESS THAN ONE ACRE IN SIZE. 1. DEVELOPER IS DONATING 35 FT OF ROW ALONG BLUFORD AVENUE (APPROX. 1900 FT), 1 ACRE). 10 FT ROW ALONG SR50. 1. DEVELOPER IS DONATING 35 FT OF ROW ALONG BLUFORD AVENUE (APPROX. 1900 FT), 4. 5.18.8. "MEDIUM" BUFFERS BETWEEN RETAIL COMMERCIAL OR HIGH RISE (OVER TWO 15' AND 20' WIDE LANDSCAPE BUFFERS STORIES) OFFICE AND ANY RESIDENTIAL USE, 10 FT ROW ALONG SR50. CONSISTING OF A MINIMUM OF TWENTYFIVE (25) FEET OF BUFFER AREA SUPPLEMENTED BY BERMS, WALLS, AND /OR FENCES, AND LANDSCAPING, PREPARED FOR: WIN- O COEE. LTD. OWEN EWING 2901 RIGSBY LANE SAFETY HARBOR, FLORIDA 34695 PHONE: (727) 726 -1115 FAX: (727) 726 -2337 DALE & COMPANY 651 NORTH MILLS AVENUE ORLANDO, FLORIDA 32803 CONTACT: RONALD C. DALE, ASLA EMAIL: DALERON ®AOL.COM PHONE: (407) 894 -1317 FAX: (407) 894 -8986 CML ENGINEER CONSUL -TECH DEVELOPMENT SERVICES 2828 EDGEWATER DR., SUITE 200 ORLANDO, FLORIDA 32804 CONTACT: JOEL T. ARNOLD. P.E. EMAIL: JTARNOLD @CTE.CC PHONE: (407) 649 -8334 FAX: (407) 649 -8190 GEOTECHNICAL E NGINEER BURCAW GEOTECHNICAL GROUP, INC. 13620 WRIGHT CIRCLE TAMPA, FLORIDA 33626 PHONE: (813) 818 -4606 FAX: (813) 891 -6686 TRAFRC EN GINEER TRAFFIC PLANNING AND DESIGN, INC. 535 VERSAILLES, DRIVE, SUITE 200 MAITLAND, FLORIDA 32751 -7305 CONTACT: TURGUT DERVISH, P.E. EMAIL: TURGUTOTPDTRAFFIC.COM PHONE: (407) 628 -9955 FAX: (407) 628 -8855 ARCHITECT FISHER & ASSOCIATES 2315 BELLAIRE ROAD CLEARWATER, FL 33674 PHONE: (727) 443 -4436 FAX: (727) 531 -6653 PRELIMINARY - NOT FOR CONSTRUCTION SEWER CITY OF OCOEE 150 NORTH LAKESHORE DRIVE CITY OF OCOEE, FLORIDA 34761 PHONE: (407) 905 -3100 EXT. 1505 POWER PROGRESS ENERGY, INC. 402 E. CROWN POINT RD WINTER GARDEN, FL 34787 PHONE: (386) 753 -1872 FAX: 7F LAKE APOPKA NATURAL GAS 1320 SOUTH VINELAND ROAD WINTER GARDEN, FLORIDA 34778 -3007 PHONE: (407) 656 -2734 FAX: (407) 656 -9371, (407) 877 -3893 RRE AND RESCUE CITY OF OCOEE FIRE PREVENTION 150 NORTH LAKESHORE DRIVE CITY OF OCOEE, FLORIDA 34761 PHONE: (407) 905 -3140 CABLE BROAD IOVING uUMMUNICATION 5915 SOUTH RIO GRANDE AVE., SUITE 200 ORLANDO, FLORIDA 32809 PHONE: (407) 859 -7661 FAX: (407) 859 -6265 SPRINT 33 NORTH MAIN STREET WINTER GARDEN, FLORIDA 34787 PHONE: (407) 814 -5351 FAX: (407) 814 -5320 u MCI 69 WEST CONCORED ST. ORLANDO, FLORIDA 32801 PHONE: (407) 425 -6819 FAX: (407) 425 -6821 TELEPHONE BELL SOUTH 1778 PARK AVENUE NORTH, SUITE 200 MAITLAND, FLORIDA 32751 PHONE: (407) 539 -2313 CONTRACTOR TO CALL SUNSHINE ONE AT 1 -800- 432 -4770 TO VERIFY LOCATION OF ALL EXISTING UNDERGROUND UTILITIES. CONSULTANTS LAND SUR VEYOR DRMP 1505 EAST COLONIAL DRIVE ORLANDO, FLORIDA 32803 CONTACT: ABBY A. SCHAEFER EMAIL: ASCHAEFER ®DRMP.COM PHONE: (407) 896 -0594 FAX: (407) 896 -4836 LANDSCAPE AR CHITECT 0 • 1. THE CITY OF OCOEE IS SUBJECT TO THE TERMS, PROVISIONS AND RESTRICTIONS OF FLORIDA STATUTES, CHAPTER 163, CONCERNING MORATORIA ON THE ISSUANCE OF BUILDING PERMITS UNDER CERTAIN CIRCUMSTANCES. THE CITY HAS NO LAWFUL AUTHORITY TO EXEMPT ANY PRIVATE ENTITY OR ITSELF FROM THE APPLICATION OF SUCH STATE LEGISLATION AND NOTHING HEREIN SHALL BE CONSTRUED AS SUCH AN EXEMPTION. 2. DEVELOPMENT OF THIS PROPERTY IS SUBJECT TO THE TERMS AND CONDITIONS OF THAT CERTAIN CITY OF OCOEE /COLBURN DEVELOPMENT AGREEMENT DATED NOVEMBER 17, 1998 AS RECORDED IN OFFICIAL RECORDS BOOK 56.2.3, PAGE 2313 (THE "DEVELOPMENT AGREEMENT'). 3. THE DEVELOPER SHALL DESIGN, ENGINEER, PERMIT AND CONSTRUCT "EXTENDED MAINE STREET" PURSUANT TO APPROVED PLANS AND APPROVED CONTRACTS AS SET FORTH IN THE DEVELOPMENT AGREEMENT. 4. EXISTING TREES 8" OR LARGER (OTHER THAN CITRUS TREES OR 'TRASH' TREES) LOCATED ALONG PROPOSED LOCATIONS OF BUFFER WALLS OR ROAD RIGHT -OF -WAY LINES WILL BE PRESERVED IF AT ALL POSSIBLE, THE BUFFER WALLS AND ROADS WILL BE DESIGNED AROUND THOSE TREES TO INCORPORATE THEM INTO REQUIRED LANDSCAPE BUFFERS AND AS STREET TREES. 5. THE EXISTING GRADES ON INDIVIDUAL LOTS CONTAINING PROTECTED TREES WILL BE MAINTAINED AS MUCH AS POSSIBLE TO PRESERVE EXISTING PROTECTED TREES. FOR LOTS CONTAINING PROTECTED TREES, THERE WILL BE NO GRADING OR OTHER CONSTRUCTION ON INDIVIDUAL LOTS EXCEPT AS SPECIFIED IN THE FINAL SUBDIVISION PLAN, UNTIL BUILDING PERMITS ARE ISSUED FOR THOSE LOTS. 6. REMOVAL OF EXISTING PROTECTED TREES WILL BE LIMITED TO CLEARING ROAD RIGHT -OF -WAY AND RETENTION AREAS AS DETAILED IN THE FINAL SUBDIVISION PLAN. ALL EXISTING PROTECTED TREES ON INDIVIDUAL LOTS WILL BE EVALUATED AT THE TIME OF SITE PLAN REVIEW FOR THAT LOT, TO DETERMINE WHETHER OR NOT EACH TREE NEEDS TO BE REMOVED. 7. IN ORDER TO INSURE THAT AS MANY EXISTING TREES AS POSSIBLE WILL BE PRESERVED, ALL ROAD RIGHT -OF -WAYS AND RETENTION AREAS WILL BE FLAGGED FOR REVIEW BY THE CITY PRIOR TO ANY TREE REMOVAL. NO CLEARING PERMITS WILL BE ISSUED FOR SITE WORK OR BUILDING CONSTRUCTION UNTIL THE TREES TO BE PRESERVED HAVE BEEN CLEARLY MARKED WITH TREE PROTECTION BARRIERS. 8. NO PERSON SHALL UNDERTAKE LAND CLEARING OR THE REMOVAL OF ANY PROTECTED TREES WITHOUT FIRST OBTAINING A PERMIT FROM THE BUILDING DEPARTMENT. THE REMOVAL OF PROTECTED TREES SHALL BE MINIMIZED TO THE MAXIMUM EXTENT POSSIBLE AND NO AUTHORIZATION SHALL BE GRANTED TO REMOVE A TREE IF THE DEVELOPER HAS FAILED TO TAKE REASONABLE MEASURES TO PRESERVE THE TREES ON SITE. 9. UNLESS OTHERWISE NOTED, A 5' UTILITY AND DRAINAGE EASEMENT WILL BE PLATTED ALONG ALL SIDE LOT LINES AND 10' UTILITY, DRAINAGE AND SIDEWALK EASEMENT ADJACENT TO THE STREET RIGHT -OF -WAYS. SIDEWALKS WILL ONLY BE PLACED IN THIS EASEMENT IF NECESSARY TO RUN THEM AROUND EXISTING PROTECTED TREES TO BE PRESERVED. 10. ALL UTILITIES TO BE PLACED WITHIN THE 10' EASEMENT ALONG THE FRONT OF EACH LOT WILL BE PLACED AROUND EXISTING PROTECTED TREES TO BE PRESERVED. 11. EACH FIRE HYDRANT SHALL BE PAINTED YELLOW IN COLOR AND A BLUE REFLECTIVE MARKER SHALL BE AFFIXED TO THE STREET IN THE CENTER OF THE LANE CLOSEST TO EACH HYDRANT. 12. ALL DRAINAGE, UTILITY AND MAINTENANCE EASEMENTS SHALL BE FOR THE BENEFIT OF THE PROPERTY OWNERS ASSOCIATION. THE LAND BURDENED BY SUCH EASEMENTS SHALL BE OWNED BY THE INDIVIDUAL LOT OWNERS. 13. AT ALL CORNERS AND WHERE OTHERWISE APPLICABLE, SIDEWALKS SHALL HAVE ACCESS RAMPS CONSTRUCTED TO ACCOMMODATE THOSE IN WHEELCHAIRS AND OTHERS WHO ARE PHYSICALLY CHALLENGED. CDII 1 14. ALL COMMON AREA IMPROVEMENTS INCLUDING ENTRY FEATURES, WALLS, LANDSCAPING AND SIDEWALKS ALONG ROADS, AS WELL AS LANDSCAPING AROUND RETENTION POND TRACTS AND THE LIFT STATION TRACT SHALL BE COMPLETED PRIOR TO ISSUANCE OF THE CERTIFICATE OF COMPLETION FOR O THOSE CORRESPONDING PHASES. ry n a- a olll V) z O F_ 0 z O U W W O U O L1_ 15 STREET LIGHTS MEETING CURRENT CODE REQUIREMENTS SHALL BE INSTALLED BY THE DEVELOPERS PRIOR TO CERTIFICATE OF COMPLETION AT THE DEVELOPER'S EXPENSE AND THE COST OF THEIR OPERATION WILL BE ASSUMED BY THE DEVELOPER IN ACCORDANCE WITH ORDINANCE NO. 95 -17. 16. ALL TRACTS THAT ARE TO BE OWNED AND MAINTAINED BY THE PROPERTY OWNERS ASSOCIATION SHALL BE CONVEYED TO THE PROPERTY OWNERS ASSOCIATION BY WARRANTY DEED AT THE TIME OF PLATTING. 17. NONE OF THE EXISTING STREET BRICKS OR CURBING SHALL BE REMOVED FROM THE EXISTING MAINE STREET RIGHT OF WAY. THE DEVELOPER SHALL BE RESPONSIBLE FOR ANY DAMAGE TO THE EXISTING STREET BRICKS AND CURBINGS AS A RESULT OF THE CONSTRUCTION ACTIVITIES RELATED TO THIS PROJECT. NO CONSTRUCTION ACTIVITY WILL OCCUR ON OR NEAR BRICK STREET AND CURB. 18. ANY DAMAGE CAUSED TO BLUFORD AVENUE, STATE ROAD 50, EXISTING MAINE STREET OR THE RELOCATED MAINE STREET AS A RESULT OF THE CONSTRUCTION ACTIVITIES RELATED TO THE PROJECT SHALL BE PROMPTLY REPAIRED BY THE OWNER TO THE APPLICABLE GOVERNMENTAL STANDARDS AT THE OWNER'S SOLE COST AND EXPENSE. 19. THERE SHALL BE NO ACCESS FROM THE PROPERTY TO ANY PUBLIC STREET EXCEPT AT THE APPROVED LOCATIONS SHOWN ON THE APPROVED FINAL SUBDIVISION PLAN. 20. ALL CROSS ACCESS, UTILITY AND DRAINAGE EASEMENTS SHALL BE PROVIDED PRIOR TO OR AT THE TIME OF PLAITING. 21. A PERPETUAL, NON- EXCLUSIVE ACCESS EASEMENT OVER ALL INTERNAL ROADWAYS AND OTHER PAVED AREAS IS HEREBY GRANTED IN FAVOR OF THE CITY OF OCOEE AND OTHER APPLICABLE AUTHORITIES FOR LAW ENFORCEMENT, FIRE AND OTHER EMERGENCY SERVICES. THE CITY MAY REQUIRE THAT THE OWNER EXECUTE AN EASEMENT IN RECORDABLE FORM WITH RESPECT TO THE FOREGOING. 22. ALL UTILITIES INCLUDING ELECTRICAL, CABLE TV, AND TELEPHONE AND INCLUDING ON -SITE EXISTING OVERHEAD WIRES SHALL BE PLACED UNDERGROUND. 23. PARKING FOR INDIVIDUAL LOTS SHALL BE PROVIDED IN ACCORDANCE WITH THE CITY OF OCOEE LAND DEVELOPMENT CODE. 24. A PROPERTY OWNERS' ASSOCIATION SHALL BE CREATED FOR OWNERSHIP AND MAINTENANCE OF ALL COMMON AREAS. 25. ALL LEGAL INSTRUMENTS, INCLUDING BUT NOT LIMITED TO, DECLARATIONS OF COVENANTS, EASEMENTS AND RESTRICTIONS, ARTICLES OF INCORPORATION OF THE PROPERTY OWNER'S ASSOCIATION, AND WARRANTY DEEDS TO THE ASSOCIATION SHALL BE PROVIDED TO THE CITY FOR APPROVAL PRIOR TO PLATTING ALL OR A PORTION OF THE PROPERTY. 26. ACCESS ROADS THROUGH THE PROPERTY ARE PRIVATE ROADS OWNED AND MAINTAINED BY THE INDIVIDUAL LOT OWNERS OR THE PROPERTY OWNER'S ASSOCIATION, WITH ACCESS AND UTILITY EASEMENTS GRANTED TO THE CITY OF OCOEE. 27. THE STORMWATER SYSTEM, INCLUDING ALL PIPES, INLETS, MANHOLES AND STRUCTURES, TOGETHER WITH TRACTS - (RETENTION PONDS), WILL BE OWNED, OPERATED AND MAINTAINED BY THE PROPERTY OWNERS ASSOCIATION. 28. THIS PROJECT SHALL BE DEVELOPED IN AT LEAST 2 PHASES. 29. ALL EXISTING STRUCTURES INCLUDING BUILDINGS, POWER LINES, AERIAL AND UTILITY FACILITIES) WILL BE REMOVED PRIOR TO OR DURING CONSTRUCTION OF THE DEVELOPMENT REPLACING THOSE USES. 30. EACH PHASE OF DEVELOPMENT SHALL STAND ON ITS OWN WITH RESPECT TO PUBLIC SERVICES (SEWER, WATER, STORM WATER MANAGEMENT, ACCESS AND OTHER RELATED SERVICES). 31. PURSUANT TO ORDINANCE 2001 -18 ALL SUBDIVISION SIGNAGE MUST BE CONSISTENT WITH THE NAME OF THE SUBDIVISION. ANY SUBSEQUENT CHANGE TO THE NAME OF THE SUBDIVISION MUST BE APPROVED BY THE CITY COMMISSION. 32. ALL COMMERCIAL LOTS WILL BE A MINIMUM OF ONE ACRE IN SIZE EXCEPT FOR LOT 1. 33. ALL BUILDING PAD ELEVATIONS SHALL EXCEED THE 100 - YEAR FLOOD ELE�ATION BY A MINIMUM OF TWO FOOT. 34. NOTWITHSTANDING THE CONVEYANCE OF THE STORM WATER RETENTION PONDS TO THE PROPERTY OWNERS ASSOCIATION (THE "ASSOCIATION ") OR ANY PROVISION TO THE CONTRARY CONTAINED IN THESE CONDITIONS OF APPROVAL, "THE DEVELOPER SHALL REMAIN RESPONSIBLE FOR THE MAINTENANCE OF THE PROJECT'S STORMWATER MANAGEMENT SYSTEM (SWMS), INCLUDING ALL STORMWATER RETENTION PONDS, UNTIL SUCH TIME AS: (1) THE ENTIRE SWMS FOR THE PROJECT IS CONSTRUCTED AND APPROPRIATE CERTIFICATES OF COMPLETION ISSUED BY BOTH THE CITY AND THE SJRWMD, (II) THE STORMWATER RETENTION PONDS INTENDED TO BE CONVEYED TO THE ASSOCIATION HAVE IN FACT BEEN CONVEYED TO THE ASSOCIATION, (III) THE ASSOCIATION IS DESIGNATED AS THE MAINTENANCE ENTITY ON THE RECORDS OF THE SJRWMD AND ALL TRANSFER RECORDS REQUIRED BY THE SJRWMD HAVE BEEN EXECUTED AND ACCEPTED BY SJRWMD, (IV) THE CITY HAS BEEN PROVIDED WITH A COPY OF THE DEVELOPER'S PROPOSED MAINTENANCE PLAN WITH RESPECT TO THE SWMS, AND (V) THE CITY HAS BEEN PROVIDED WITH A WRITTEN STATEMENT FROM THE ASSOCIATION ACKNOWLEDGING RECEIPT OF THE DEVELOPER'S PROPOSED MAINTENANCE PLAN WITH RESPECT TO THE SWMS AND THAT THE ASSOCIATION IS RESPONSIBLE FOR THE MAINTENANCE OF THE SWMS. 35. ALL DECLARATION OF COVENANTS AND RESTRICTIONS AFFECTING THE PROPERTY SHALL INCLUDE THE FOLLOWING PROVISIONS: i. PROVISION ALLOWING THE CITY TO LEVY, COLLECT, AND ENFORCE ASSESSMENTS FOR MAINTENANCE OF COMMON AREAS IF ASSOCIATIONS FAILS TO DO SO OR FAILS TO MAINTAIN ASSESSMENTS AT A LEVEL ALLOWING FOR ADEQUATE MAINTENANCE. ii. PROVISIONS GRANTING THE CITY THE RIGHT, BUT NOT THE OBLIGATION, TO MAINTAIN /REPAIR THE SWMS AND OBTAIN REIMBURSEMENT FROM THE ASSOCIATION, OR FROM THE DEVELOPER IF (i) TURNOVER OF CONTROL OF THE MEMBERS HAS NOT OCCURRED, OR (ii) IF THE DEVELOPER IS STILL RESPONSIBLE FOR MAINTENANCE OF THE SWMS. iii. PROVISION PROVIDING THAT THE SWMS WILL BE TRANSFERRED TO A RESPONSIBLE OPERATION /MAINTENANCE ENTITY ACCEPTABLE TO THE CITY IN THE' EVENT OF DISSOLUTION AND THAT IF DISSOLUTION OCCURS WITHOUT SUCH APPROVAL, THEN THE CITY MAY CONTINUE TO LEVY AND COLLECT ASSESSMENTS AND IMPOSE LIENS WITH RESPECT THERETO NOTWITHSTANDING THE DISSOLUTION OF THE ASSOCIATION. iv. PROVISION THAT THE ASSOCIATION SHALL AT ALL TIMES BE IN GOOD STANDING WITH THE FLORIDA SECRETARY OF STATE. v. PROVISION THAT AT THE TIME OF TURNOVER OF CONTROL OF THE ASSOCIATION TO THE MEMBERS, THE DECLARANT SHALL DELIVER TO THE NEW BOARD OF DIRECTORS THE MAINTENANCE PLAN FOR THE SWMS ACCOMPANIED BY AN ENGINEER'S CERTIFICATION THAT THE SWMS IS FUNCTIONING IN ACCORDANCE WITH ALL APPROVED PLANS AND PERMITS. TO THE EXTENT THAT ANY SUCH ENGINEER'S REPORT INDICATES ANY CORRECTIVE ACTION IS REQUIRED THAT DECLARANT SHALL BE REQUIRED TO DILIGENTLY UNDERTAKE SUCH CORRECTIVE ACTION AT THE DECLARANT'S EXPENSE AND TO POST A CASH BOND WITH THE ASSOCIATION FOR THE ESTIMATED COSTS OF SUCH CORRECTIVE ACTION. vi. PROVISION THAT NO PROPERTY OWNED BY THE CITY OR ANY OTHER GOVERNMENTAL ENTITY SHALL BE SUBJECT TO ASSESSMENTS LEVIED BY THE ASSOCIATION. vii. PROVISION THAT ANY AMENDMENT TO ANY PROVISION AFFECTING THE CITY REQUIRES THE CONSENT OF THE CITY IN AN INSTRUMENT RECORDED WITH THE AMENDMENT. 36. THE ARTICLES OF INCORPORATION AND BYLAWS OF THE ASSOCIATION SHALL BE CONSISTENT WITH THE FOREGOING PROVISIONS. 37. EXCEPT I AS SPECIFICALLY NOTED ON THIS PLAN, DEVELOPMENT OF THIS PROPERTY SHALL BE CONSISTENT WITH THE REQUIREMENTS OF THE CITY OF OCOEE CODE. 38. NOTHING HEREIN SHALL BE CONSTRUED . TO WAIVE ANY PROVISION OF THE ILAND DEVELOPMENT CODE EXCEPT TO THE EXTENT EXPRESSLY SET FORTH ON A WAIVER TABLE. 39. AT THE TIME OF APPROVAL OF A PLAT FOR ALL OF ANY PORTION OF THE PROPERTY, THE OWNER SHALL DEDICATE AND CONVEY TRACT I AND TRACT 2 (ADDITIONAL ROAD RIGHT -OF -WAY) TO THE CITY BY WARRANTY DEED, FREE AND CLEAR OF ALL LIENS AND ENCUMBRANCES EXCEPT FOR THOSE MATTERS ACCEPTABLE TO THE CITY. THE FORM OF THE WARRANTY DEED SHALL BE SUBJECT TO THE APPROVAL OF THE CITY. THE OWNER SHALL, CONTEMPORANEOUSLY WITH THE DEDICATION AND CONVEYANCE OF THE PROPERTY, PROVIDE TO THE CITY A CURRENT ATTORNEY'S OPINION OF TITLE OR A CURRENT TITLE COMMITMENT TO BE FOLLOWED BY A POLICY OF TITLE INSURANCE, EVIDENCING THAT FEE SIMPLE TITLE TO THE PROPERTY IS FREE AND CLEAR OF ALL LIENS AND ENCUMBRANCES EXCEPT FOR THOSE MATTERS ACCEPTABLE TO THE CITY. THE COSTS AND EXPENSES RELATED TO THE CONVEYANCE AND DEDICATION OF THE PROPERTY, INCLUDING THE COST OF TITLE WORK, SHALL BE BORNE SOLELY BY THE OWNER. REAL PROPERTY TAXES ON THE PROPERTY SHALL BE PRORATED AS OF THE DAY OF THE CITY'S ACCEPTANCE OF THE CONVEYANCE OF THE SAME, AND THE PRORATED AMOUNT OF SUCH REAL PROPERTY TAXES ATTRIBUTABLE TO THE OWNER SHALL BE PAID AND ESCROWED BY THE OWNER IN ACCORDANCE WITH THE PROVISIONS OF SECTION 196.295, FLORIDA STATUTES; PROVIDED, HOWEVER, THAT IF THE CONVEYANCE OCCURS BETWEEN NOVEMBER 1 AND DECEMBER 31, THEN THE OWNER SHALL BE RESPONSIBLE FOR REAL PROPERTY TAXES FOR THE ENTIRE YEAR. NEITHER THE OWNER, ITS SUCCESSORS AND ASSIGNS, NOR ANY OTHER PERSON OR ENTITY SHALL BE ENTITLED TO ANY ROAD IMPACT FEE CREDITS OR OTHER COMPENSATION OF ANY KIND FOR, ON ACCOUNT OF, OR WITH RESPECT TO THE REQUIRED CONVEYANCE OF THE PROPERTY. 40. IF 30% PERVIOUS & 70% IMPERVIOUS OPEN SPACE REQUIREMENT CANNOT BE MET, THE OPEN SPACE AREAS FOR INDIVIDUAL PARCELS WILL BE REDUCED TO 20% PER ARTICLE VI, SECTION 6- 14(1)vi OF THE LAND DEVELOPMENT CODE. SINCE THE SITE HAS A MASTER STORM WATER MANAGEMENT PLAN, ALL BUFFER AND LANDSCAPE REQUIREMENTS PER SECTION 6- 14(1)i WILL BE MET, AND A MAX 70% IMPERVIOUS AREA WILL BE MAINTAINED WITHIN THE ENTIRE PROJECT. 41. PONDS 1 & 2 LOCATED WEST OF BLUFORD AVENUE ARE MERELY CONCEPTUAL AT THIS TIME. 42. THE FINAL SITE PLANS FOR LOTS 1 AND 2 SHALL PROVIDE FOR CROSS ACCESS BETWEEN THESE LOTS. 43. A SEPARATE PRELIMINARY /FINAL SUBDIVISION PLAN OR AMENDED PRELIMINARY /FINAL SUBDIVISION PLAN WILL BE REQUIRED WITH RESPECT TO REMNANT PARCELS A AND B. NO APPROVALS OR ENTITLEMENTS ARE GRANTED BY THIS PLAN WITH RESPECT TO REMNANT PARCELS A AND B. 44. WORK SHOWN IN LOTS 1 THROUGH 5, TRACTS 1 THROUGH 8, RELOCATED MAINE STREET AND POND 3 WILL BE CONSTRUCTED AS A SINGLE PHASE. 45. THE INTERIOR LOT LAYOUTS ARE CONCEPTUAL ONLY AND NO APPROVALS ARE GRANTED BY THIS PLAN. PRELIMINARY AND FINAL SITE PLAN WILL BE REQUIRED FOR EACH LOT AND THE LAYOUT WITHIN EACH LOT. 46. AT THE TIME OF PLATTING, A CONSERVAION EASEMENT WILL BE REQUIRED WITH RESPECT TO TRACT 8. PRELIMINARY - NOT FOR CONSTRUCTION vi J z O u� EL OZ 0 C,) J m O u- he V) _ -j O U w Q U J � Z O Ld o W V o_ 0 [If co U7 "d n 04 •- N m Q r z O ED W m z 0 Lj Q � W p z �C C' CO LO o w Q m tai a J O z D LLI �I W O O 1 z 3 z W U 't 0 N c� o a: x o -. 000 U.1 w°p 11I 0 0 . . C' Z (Oz >���� a: oo,o Lu 0 • 5 tfi N �s a: ~"tQ LLI E5 ro U) 00 o IL of 0) 0 0� o w Wr--t W �vU w o� 0 w 00 N 00 N J W W O u� EL OZ 0 C,) J m u- he C) co _ -j O U Q U J � Z O Ld o W V o_ 0 o W ry r m U o; LLJ i.I N m Q r z O ED W m z Lj Q � � Q� 0) Z O Q U_ L_ U LLI L V) d V) LLI F- O I 81 GENERAL CONSTRUCTION NOTES 1. ALL ELEVATIONS REFER TO THE NATIONAL GEODETIC VERTICAL DATUM. 2. LOCATIONS, ELEVATIONS, AND DIMENSIONS OF EXISTING UTILITIES, STRUCTURES, AND OTHER FEATURES ARE SHOWN ACCORDING TO THE BEST INFORMATION AVAILABLE AT THE TIME OF PREPARATION OF THESE PLANS. THE CONTRACTOR SHALL VERIFY ALL PERTINENT DATA FOR ACCURACY PRIOR TO BEGINNING CONSTRUCTION. 3. THE CONTACTOR SHALL CHECK THE PLANS FOR CONFLICTS AND DISCREPANCIES PRIOR TO CONSTRUCTION. THE CONTACTOR SHALL NOTIFY THE OWNER'S ENGINEER OF ANY CONFLICTS OR DISCREPANCIES BEFORE PERFORMING ANY WORK IN THE AFFECTED AREA. 4. THE CONTACTOR SHALL EXERCISE EXTREME CAUTION IN AREAS OF BURIED UTILITIES, AND SHALL PROVIDE AT LEAST 48 HOURS NOTICE TO THE VARIOUS UTILITY COMPANIES, IN ORDER TO PERMIT MARKING THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES, IN ADVANCE OF CONSTRUCTION, BY CALLING "SUNSHINE" AT 1- 800 - 432 -4770. THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING ALL UTILITIES IN ACCORDANCE WITH FLORIDA STATUTES 556. 5. THE CONTACTOR IS RESPONSIBLE FOR REPAIRING ANY DAMAGE TO EXISTING FACILITIES, ABOVE OR BELOW GROUND, THAT MAY OCCUR AS A RESULT OF THE WORK PERFORMED BY THE CONTACTOR. 6. ALL UNDERGROUND UTILITIES MUST BE IN PLACE AND TESTED OR INSPECTED PRIOR TO BASE AND SURFACE CONSTRUCTION. 7. IT IS THE CONTRACTOR'S RESPONSIBILITY TO BECOME FAMILIAR WITH THE PERMIT AND INSPECTION REQUIREMENTS OF THE VARIOUS GOVERNMENTAL AGENCIES. THE CONTACTOR SHALL OBTAIN ALL NECESSARY PERMITS PRIOR TO CONSTRUCTION, AND SCHEDULE INSPECTIONS ACCORDING TO AGENCY INSTRUCTION. 8. ALL SPECIFICATIONS AND DOCUMENTS REFERRED TO SHALL BE OF LATEST REVISIONS AND /OR LATEST EDITION. 9. ALL WORK PERFORMED SHALL COMPLY WITH THE REGULATIONS AND ORDINANCES OF THE VARIOUS GOVERNMENTAL AGENCIES HAVING JURISDICTION OVER THE WORK. 10. THE CONTACTOR SHALL SUBMIT FOR APPROVAL TO THE OWNER'S ENGINEER, SHOP DRAWINGS ON ALL PRECAST AND MANUFACTURED ITEMS SPECIFIED FOR THE PROJECT. FAILURE TO OBTAIN APPROVAL BEFORE INSTALLATION MAY RESULT IN REMOVAL AND REPLACEMENT AT THE CONTRACTOR'S EXPENSE. ALL SHOP DRAWINGS ARE TO BE REVIEWED AND APPROVED BY THE CONTRACTOR PRIOR TO SUBMITTAL TO THE OWNER'S ENGINEER. 11. AT LEAST THREE (3) WORKING DAYS PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL NOTIFY THE ENGINEER AND APPROPRIATE AGENCIES, AND SUPPLY THEM WITH ALL REQUIRED SHOP DRAWINGS, THE CONTRACTOR'S NAME, STARTING DATE, PROJECTED SCHEDULE, AND OTHER INFORMATION AS REQUIRED. ANY WORK PERFORMED PRIOR TO NOTIFYING THE ENGINEER, OR WITHOUT AGENCY INSPECTOR PRESENT, MAY BE SUBJECT TO REMOVAL AND REPLACEMENT AT THE CONTRACTOR'S EXPENSE. 12. WORK PERFORMED UNDER THIS CONTRACT SHALL INTERFACE SMOOTHLY WITH OTHER WORK BEING PERFORMED ON SITE BY OTHER CONTACTORS AND UTILITY COMPANIES. IT WILL BE NECESSARY FOR THE CONTRACTOR TO COORDINATE AND SCHEDULE HIS ACTIVITIES, WHERE NECESSARY, WITH OTHER CONTRACTORS AND UTILITY COMPANIES. 13. BACK FILL MATERIAL SHALL BE SOLIDLY TAMPED AROUND PIPES IN 6" LIFTS UP TO A LEVEL OF AT LEAST ONE FOOT ABOVE THE TOP OF THE PIPE. IN AREAS TO BE PAVED, BACK FILL SHALL BE COMPACTED TO 98% MAXIMUM DENSITY AS DETERMINED BY A.A.S.H.T.O. T -99. 14. SITE WORK CONCRETE SHALL HAVE A COMPRESSIVE STRENGTH OF AT LEAST 3,000 P.S.I. IN 28 DAYS, UNLESS OTHERWISE NOTED. 15. CONCRETE REINFORCING SHALL BE BILLET STEEL BARS CONFORMING TO A.S.T.M. A615 GRADE OR BETTER. 16. ALL PRIVATE AND PUBLIC PROPERTY AFFECTED BY THIS WORK SHALL BE RESTORED TO A CONDITION EQUAL TO OR BETTER THAN EXISTING CONDITIONS UNLESS SPECIFICALLY EXEMPTED BY THE PLANS. ADDITIONAL COSTS ARE INCIDENTAL TO OTHER CONSTRUCTION AND NO EXTRA COMPENSATION IS TO BE ALLOWED. 17. ALL DISTURBED AREAS WHICH ARE NOT TO BE SODDED, ARE TO BE SEEDED AND MULCHED TO F.D.O.T. STANDARDS, AND MAINTAINED UNTIL A SATISFACTORY STAND OF GRASS, ACCEPTABLE TO THE REGULATORY AGENCY AND ENGINEER OF RECORD, HAVE BEEN OBTAINED. ANY WASHOUTS, REGRADING, RESEEDING, AND GRASSING WORK, AND OTHER EROSION WORK REQUIRED, WILL BE PERFORMED BY THE CONTRACTOR, UNTIL THE SYSTEM IS ACCEPTED FOR MAINTENANCE, BY THE REGULATORY AGENCY AND ENGINEER OF RECORD. 18. CHAPTER 77 -153 OF THE FLORIDA STATUTES REQUIRES THAT AN EXCAVATOR NOTIFY ALL GAS UTILITIES A MINIMUM OF TWO (2) WORKING DAYS PRIOR TO EXCAVATING. MAPS SHOW ONLY THE APPROXIMATE LOCATION OF GAS MAINS AND DO NOT SHOW SERVICE LINES. THE ONLY SAFE AND PROPER WAY TO LOCATE EITHER MAINS OR SERVICE LINES IS BY AN ON -SITE INSPECTION BY THE RESPECTIVE GAS PERSONNEL. THEREFORE, EXCAVATORS ARE INSTRUCTED TO TELEPHONE THE RESPECTIVE GAS COMPANY TWO (2) WORKING DAYS BEFORE ENTERING A CONSTRUCTION AREA. 19. THE CONTACTOR SHALL LOCATE AND FLAG ALL PROPERTY CORNERS PRIOR TO FINAL ENGINEERING INSPECTION AND CERTIFICATION. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO HAVE PROPERTY CORNERS, WHICH HAVE BEEN LOST DURING CONSTRUCTION, REESTABLISHED BY A PROFESSIONAL LAND SURVEYOR. 20. THE SOILS ENGINEER IS TO SUPPLY THE ENGINEER WITH A PHOTOCOPY OF ALL COMPACTION TESTS, AND ASPHALT RESULTS. THE SOILS ENGINEER IS TO CERTIFY TO THE ENGINEER OF RECORD, IN WRITING, THAT ALL TESTING REQUIREMENTS, REQUIRED BY THE LOCAL REGULATORY AGENCY, AND THE FLORIDA DEPARTMENT OF TRANSPORTATION (F.D.O.T.), FOR THE IMPROVEMENTS, AS REQUIRED BY THE ENGINEERING CONSTRUCTION DRAWINGS, HAVE BEEN SATISFIED. 21. THE CONTACTOR IS RESPONSIBLE FOR COORDINATING APPLICABLE TESTING WITH THE SOILS ENGINEER. TESTS WILL BE REQUIRED PURSUANT WITH THE TESTING REQUIREMENTS AS SHOWN ON THE ENGINEERING CONSTRUCTION DRAWINGS. UPON COMPLETION OF THE WORK, THE SOILS ENGINEER IS TO SUBMIT CERTIFICATIONS TO THE OWNER'S ENGINEER, STATING THAT ALL REQUIREMENTS HAVE BEEN MET. 22. THE CONTACTOR IS TO REVIEW THE SOIL REPORTS AND BORINGS PRIOR TO BIDDING THE PROJECT AND COMMENCING CONSTRUCTION. 23. IRRIGATION SYSTEM SHALL CONSIST OF SPIGOT AND HOSES WITH IRRIGATION HEADS OR STANDARD COMMERCIAL OUTDOOR SPRINKLERS. 24. THE CONTACTOR SHALL MAINTAIN A COPY OF THE APPROVED PLANS AND PERMITS AT THE CONSTRUCTION SITE. 25. THESE DRAWINGS DO NOT INCLUDE NECESSARY COMPONENTS FOR CONSTRUCTION SAFETY. THE CONTACTOR IS SOLELY RESPONSIBLE FOR MEANS AND METHODS FOR CONSTRUCTION SITE SAFETY. 26. ALL SODDING, SEEDING AND MULCHING SHALL INCLUDE WATERING AND FERTILIZATION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING THESE AREAS UNTIL THE PROJECT IS COMPLETED AND ACCEPTED BY THE OWNER. SAFETY NOTES . 1. DURING THE CONSTRUCTION AND /OR MAINTENANCE OF THIS PROJECT, ALL SAFETY REGULATIONS ARE TO BE ENFORCED BY THE CONTACTOR. THE CONTRACTOR OR HIS REPRESENTATIVE SHALL BE RESPONSIBLE FOR THE CONTROL AND SAFETY OF THE TRAVELING PUBLIC AND THE SAFETY OF HIS PERSONNEL. LABOR SAFETY REGULATIONS SHALL CONFORM TO THE PROVISIONS SET FORTH BY O.S.H.A. IN THE FEDERAL REGISTER OF THE DEPARTMENT OF TRANSPORTATION. 2. THE MINIMUM STANDARDS AS SET FORTH IN THE CURRENT EDITION OF THE STATE OF FLORIDA, MANUAL ON TRAFFIC CONTROL AND SAFE PRACTICES FOR STREET AND HIGHWAY CONSTRUCTION, MAINTENANCE AND UTILITY OPERATIONS SHALL BE FOLLOWED IN THE DESIGN APPLICATION, INSTALLATION, MAINTENANCE, AND REMOVAL OF ALL TRAFFIC CONTROL DEVICES, WARNING DEVICES, AND BARRIERS NECESSARY TO PROTECT THE PUBLIC AND WORKMEN FROM HAZARDS WITHIN THE PROJECT LIMITS. 3. ALL TRAFFIC CONTROL MARKINGS AND DEVICES SHALL CONFORM TO THE PROVISIONS SET FORTH IN THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES PREPARED BY THE U.S. DEPARTMENT OF TRANSPORTATION FEDERAL HIGHWAY ADMINISTRATION. 4. LABOR SAFETY REGULATIONS SHALL CONFORM TO THE PROVISIONS SET FORTH BY O.S.H.A. IN THE FEDERAL REGISTER OF THE DEPARTMENT OF TRANSPORTATION. 5. IT SHALL BE THE SOLE RESPONSIBILITY OF THE CONTACTOR TO COMPLY AND ENFORCE ALL APPLICABLE SAFETY REGULATIONS, THE ABOVE INFORMATION HAS BEEN PROVIDED FOR THE CONTRACTOR'S INFORMATION ONLY AND DOES NOT IMPLY THAT THE OWNER OR ENGINEER WILL INSPECT AND /OR ENFORCE SAFETY REGULATIONS. WORK IN PUBLIC RIGHTS -OF -WAY 1. ALL STRIPING SHALL BE THERMOPLASTIC AND SHALL MEET THE REQUIREMENTS OF F.D.O.T. & LOCAL REGULATORY AGENCY SPECIFICATIONS AND SUPPLEMENTS. 2. REFLECTIVE PAVEMENT MARKERS SHALL MEET THE REQUIREMENTS OF F.D.O.T. & LOCAL REGULATORY AGENCY SPECIFICATIONS AND SUPPLEMENTS. 3. ALL SIGNS WITHIN FDOT RIGHT -OF -WAY SHALL MEET THE REQUIREMENTS OF F.D.O.T. AND LOCAL REGULATORY AGENCY SPECIFICATIONS AND SUPPLEMENTS. 4. REFLECTIVE PAVEMENT MARKERS SHALL BE PLACED IN ACCORDANCE WITH F.D.O.T. STANDARD INDEX No. 17352. 5. STRIPING WITHIN FOOT RIGHT -OF -WAY SHALL BE PLACED IN ACCORDANCE WITH F.D.O.T. STANDARD INDEX No. 17346. 6. SIGNS WITHIN FOOT RIGHT -OF -WAY SHALL BE CONSTRUCTED IN ACCORDANCE WITH F.D.O.T. STANDARD INDEX No. 11860 AND SHALL BE PLACED IN ACCORDANCE WITH F.D.O.T. STANDARD INDEX No. 17302. 7. SIGNING AND STRIPING WITHIN F.D.O.T. RIGHT -OF -WAY SHALL BE IN ACCORDANCE WITH THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (M.U.T.C.D.). 8. ALL WORK PERFORMED WITHIN THE CITY OF OCOEE RIGHT -OF -WAY SHALL CONFORM TO: A. FLORIDA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION (2004), (aka: STANDARD SPECS). B. FLORIDA DEPARTMENT OF TRANSPORTATION ROADWAY AND TRAFFIC DESIGN STANDARDS, CONSTRUCTION, MAINTENANCE AND UTILITY OPERATIONS FOR STREETS AND HIGHWAYS ON STATE MAINTAINED SYSTEMS. (JAN. 1998), (aka: STANDARD INDEX). COMPLIANCE WITH ALL APPLICABLE INDICES IS REQUIRED. 9. THE MAINTENANCE OF TRAFFIC IS TO BE PER FDOT INDICES No. 600 AND No. 623. CLEARING AND EROSION CONTROL NOTES 1. PRIOR TO ANY SITE CLEARING, ALL TREES SHOWN TO REMAIN ON THE CONSTRUCTION PLANS SHALL BE PROTECTED IN ACCORDANCE WITH THE LOCAL REGULATORY AGENCY'S TREE ORDINANCE AND DETAILS CONTAINED IN THESE PLANS. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO MAINTAIN THESE TREES IN GOOD CONDITION. NO TREES SHOWN TO REMAIN SHALL BE REMOVED WITHOUT WRITTEN APPROVAL FROM THE OWNER. 2. THE CONTRACTOR IS TO PREPARE THE SITE PRIOR TO BEGINNING ACTUAL CONSTRUCTION IN ACCORDANCE WITH THE SOILS TESTING REPORT. COPIES OF THE SOILS REPORT ARE AVAILABLE THROUGH THE OWNER OR THE SOILS TESTING COMPANY. QUESTIONS REGARDING SITE PREPARATION REQUIREMENTS DESCRIBED IN THE SOILS REPORT ARE TO BE DIRECTED TO THE SOILS TESTING COMPANY. 3. THE CONTRACTOR SHALL CLEAR AND GRUB ONLY THOSE PORTIONS OF THE SITE NECESSARY FOR CONSTRUCTION. DISTURBED AREAS WILL BE SEEDED, MULCHED, OR PLANTED WITH OTHER APPROVED LANDSCAPE MATERIAL IMMEDIATELY FOLLOWING CONSTRUCTION. 4. THE TOP 4" TO 6" OF GROUND REMOVED DURING CLEARING AND GRUBBING SHALL BE STOCKPILED AT A SITE DESIGNATED BY THE OWNER TO BE USED FOR LANDSCAPING PURPOSES, UNLESS OTHERWISE DIRECTED BY THE OWNER. 5. ALL CONSTRUCTION DEBRIS AND OTHER WASTE MATERIAL SHALL BE DISPOSED OF OFF -SITE IN ACCORDANCE WITH APPLICABLE REGULATIONS. ONLY "GRADING BY HAND" IS PERMITTED WITHIN THE CANOPY LINE OF TREES THAT ARE TO REMAIN. 6. THE CONTRACTOR IS TO OBTAIN ALL NECESSARY PERMITS FOR REMOVING ANY EXISTING STRUCTURES. 7. IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY ALL UTILITY COMPANIES TO DISCONNECT OR REMOVE THEIR FACILITIES PRIOR TO REMOVING OR DEMOLISHING ANY EXISTING STRUCTURES FROM THE SITE. 8. THE LOCATION OF ALL EXISTING UTILITIES SHOWN ON THE PLANS HAVE BEEN DETERMINED FROM THE BEST INFORMATION AVAILABLE AND ARE GIVEN FOR THE CONVENIENCE OF THE CONTRACTOR. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR ACCURACY. PRIOR TO THE START OF ANY CONSTRUCTION ACTIVITY, IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO NOTIFY THE VARIOUS UTILITIES AND TO MAKE THE NECESSARY ARRANGEMENTS FOR ANY RELOCATIONS OF THESE UTILITIES WITH THE OWNER OF THE UTILITY. THE CONTRACTOR SHALL EXERCISE CAUTION WHEN CROSSING ANY UNDERGROUND UTILITY, WHETHER SHOWN ON THE PLANS OR LOCATED BY THE UTILITY COMPANY. ALL UTILITIES WHICH INTERFACE WITH THE PROPOSED CONSTRUCTION SHALL BE RELOCATED BY THE RESPECTIVE UTILITY COMPANIES, AND THE CONTRACTOR SHALL COOPERATE WITH THE UTILITY COMPANIES DURING RELOCATION OPERATIONS. ANY DELAY OR INCONVENIENCE CAUSED TO THE CONTRACTOR BY THE VARIOUS UTILITIES SHALL BE INCIDENTAL TO THE CONTRACT AND NO EXTRA COMPENSATION WILL BE ALLOWED. 9. THE CONTRACTOR WILL BE RESPONSIBLE FOR MAKING A VISUAL INSPECTION OF THE SITE AND WILL BE RESPONSIBLE FOR THE DEMOLITION AND REMOVAL OF ALL UNDERGROUND AND ABOVE GROUND STRUCTURES THAT WILL NOT BE INCORPORATED WITH THE NEW FACILITIES. SHOULD ANY DISCREPANCIES EXIST WITH THE PLANS, THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING THE OWNER AND REQUESTING A CLARIFICATION OF THE PLANS PRIOR TO DEMOLITION. 10. DURING CONSTRUCTION, ALL STORM SEWER INLETS IN THE VICINITY OF THE PROJECT SHALL BE PROTECTED BY SEDIMENT TRAPS SUCH AS SECURED HAY BALES, SOD, STONE, ETC., WHICH SHALL BE MAINTAINED AND MODIFIED AS REQUIRED BY CONSTRUCTION PROGRESS. 11. ALL EROSION AND SILTATION CONTROL METHODS SHALL BE IMPLEMENTED PRIOR TO THE START OF CONSTRUCTION AND MAINTAINED UNTIL CONSTRUCTION IS COMPLETE. 12. WHEN CONSTRUCTION IS COMPLETED, THE RETENTION /DETENTION AREAS WILL BE RESHAPED, CLEANED OF SILT, MUD AND DEBRIS, AND RE- SODDED IN ACCORDANCE TO THE PLANS. 13. CONTRACTOR IS TO PROVIDE EROSION CONTROL /SEDIMENTATION BARRIER (HAY BALES OR SILTATION CURTAIN) TO PREVENT SILTATION OF ADJACENT PROPERTY, STREETS, STORM SEWERS, WATERWAYS, AND EXISTING WETLANDS. IN ADDITION, THE CONTRACTOR SHALL PLACE STRAW, MULCH, OR OTHER SUITABLE MATERIAL ON THE GROUND IN AREAS WHERE CONSTRUCTION RELATED TRAFFIC IS TO ENTER AND OF THE ENGINEER AND OR AUTHORITIES, EXCESSIVE QU NTITI OF EARTH ARE TRANSPbR ED O F -SITE EITHER BY NATURAL DRAINAGE OR BY VEHICULAR TRAFFIC, THE CONTRACTOR IS TO REMOVE SAID EARTH TO THE SATISFACTION OF THE ENGINEER AND /OR AUTHORITIES. 14. IF WIND EROSION BECOMES SIGNIFICANT DURING CONSTRUCTION, THE CONTRACTOR SHALL STABILIZE THE AFFECTED AREA USING SPRINKLING, IRRIGATION, OR OTHER ACCEPTABLE METHODS. 15. THERE IS TO BE NO DISCHARGE (i.e. PUMPING, SHEET FLOW, SWALE, DITCH, ETC..) INTO EXISTING LAKE SYSTEM, WETLAND, OR RIVER, WITHOUT THE USE OF SETTLING PONDS. IF THE CONTACTOR DESIRES TO DISCHARGE INTO THE EXISTING LAKE SYSTEM OR RIVER, A SETTLING POND PLAN MUST BE SUBMITTED AND APPROVED BY THE ENGINEER OF RECORD AND LOCAL REGULATORY AGENCY PRIOR TO CONSTRUCTION. PAVING GRADING AND DRAINAGE TESTING AND INSPECTION REQUIREMENTS 1. THE STORM DRAINAGE PIPING AND FILTRATION SYSTEM SHALL BE SUBJECT TO A VISUAL INSPECTION BY THE OWNER'S ENGINEER PRIOR TO THE PLACEMENT OF BACKFILL. THE CONTRACTOR IS TO NOTIFY THE ENGINEER 48 HOURS IN ADVANCE TO SCHEDULE AN INSPECTION. 2. THE CONTRACTOR SHALL MAINTAIN THE STORM DRAINAGE SYSTEMS UNTIL FINAL ACCEPTANCE OF THE PROJECT. 3. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE APPLICABLE TESTING WITH THE SOILS ENGINEER. TESTS WILL BE REQUIRED PURSUANT WITH THE FOUND COMPLETION OF THE WORK, THE SOILS I ENGINEER MUST SUBMIT DRAWINGS. CERTIFICATIONS TO THE OWNER'S ENGINEER STATING THAT ALL REQUIREMENTS HAVE BEEN MET. PAVING, GRADING, AND DRAINAGE NOTES 1. ALL DELETERIOUS SUBSTANCE MATERIAL, (I.E. MUCK, PEAT, BURIED DEBRIS), ARE TO BE EXCAVATED IN ACCORDANCE WITH THESE PLANS, OR AS DIRECTED BY THE OWNER'S ENGINEER, OR OWNER'S SOIL TESTING COMPANY. DELETERIOUS MATERIAL IS TO BE STOCKPILED OR REMOVED FROM THE SITE AS DIRECTED BY THE OWNER. EXCAVATED AREAS ARE TO BE BACKFILLED WITH APPROVED MATERIALS AND COMPACTED AS SHOWN ON THESE PLANS. 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING EXCAVATIONS AGAINST COLLAPSE AND WILL PROVIDE BRACING, SHEETING, OR SHORING, AS NECESSARY. TRENCHES SHALL BE KEPT DRY WHILE PIPE AND APPURTENANCES ARE BEING PLACED. DEWATERING SHALL BE USED AS REQUIRED. 3. IT MAY BE NECESSARY TO FIELD ADJUST PAVEMENT ELEVATIONS TO PRESERVE THE ROOT SYSTEMS OF TREES SHOWN TO BE SAVED. THE CONTRACTOR IS TO COORDINATE WITH OWNER'S ENGINEER PRIOR TO ANY ELEVATION CHANGES. 4. PRIOR TO CONSTRUCTING CONCRETE PAVEMENT, THE CONTRACTOR IS TO SUBMIT A PROPOSED JOINTING PATTERN TO THE OWNER'S ENGINEER FOR APPROVAL. 5. THE CONTACTOR IS TO PROVIDE A 1/2" BITUMINOUS EXPANSION JOINT MATERIAL WITH SEALER, AT ABUTMENT OF CONCRETE AND ANY STRUCTURE. 6. PAVEMENT MARKINGS WITHIN THE PROPERTY BOUNDARY SHALL BE MADE WITH TRAFFIC PAINT IN ACCORDANCE TO F.D.O.T. STANDARD SPECIFICATIONS 971 -12 OR 971 -13. PARKING STALL STRIPING TO BE 4" WIDE PAINTED WHITE STRIPES. ALL PAVEMENT MARKINGS WITHIN SR 50, BLUFORD AVE. AND MAINE STREET RIGHT -OF -WAYS SHALL BE IN THERMOPLASTIC PER FOOT INDEX 17346. 7. THE CONTACTOR IS TO INSTALL EXTRA BASE MATERIAL WHEN THE DISTANCE BETWEEN THE PAVEMENT ELEVATION AND THE TOP OF THE PIPE OR BELL IS LESS THAN TWELVE (12) INCHES. SEE "EXTRA BASE FOR CROSS CULVERTS UNDER FLEXIBLE PAVEMENT DETAIL ", F.D.O.T. INDEXES No. 513 AND No. 514. B. STANDARD INDEXES REFER TO THE LATEST EDITION OF FDOT "ROADWAY AND TRAFFIC DESIGN STANDARDS ". 9• ALL STORM SEWER PIPE SHALL BE REINFORCED CONCRETE CLASS III (A.S.T.M. C -76) UNLESS OTHERWISE NOTED ON PLANS. 10. P.V.C. STORM PIPE, 12" AND SMALLER SHALL CONFORM TO A.W.W.A. C -900, CLASS 150 STANDARDS, UNLESS OTHERWISE NOTED. 11. PIPE LENGTHS SHOWN ARE APPROXIMATE AND TO THE CENTER OF DRAINAGE STRUCTURES. PIPE LENGTH FOR MITERED END AND FLARED END SECTIONS ARE TO END OF PIPE. 12. ALL DRAINAGE STRUCTURE GRATES AND COVERS WITHIN TRAFFIC AREAS SHALL BE TRAFFIC RATED FOR H -20 LOADINGS. 13. THE CONTRACTOR IS TO SOD THE PLANS WITHIN ONE WEEK FOLLOW[ 14. MATERIALS AND CONSTRUCTION ME CONSTRUCTION SHALL BE IN ACCC THE FLORIDA DEPARTMENT OF TA ROAD AND BRIDGE CONSTRUCTION, SUPPLEMENTAL SPECIFICATIONS TH 15. UNDERCUTTING AND /OR OVER EXG NOT BE ALLOWED. 16. ALL STORMWATER DRAINAGE PIPE JACKET AS SHOWN ON SHEET 9. 'ENTION /DETENTION POND AS INDICATED ON CONSTRUCTION OF THE POND. DS FOR STREETS AND STORM DRAINAGE NCE WITH THE LOCAL REGULATORY AGENCY AND ORTATION STANDARD SPECIFICATIONS FOR 98, OR LATEST REVISION THEREOF AND FO. LNG THE RETENTION /DETENTION AREAS WILL SHALL BE WRAPPED IN A FILTER FABRIC 17. THE CONTRACTOR SHALL PROVIDE CERTIFIED AS -BUILT DRAWINGS, SIGNED AND SEALED BY A PROFESSIONAL LAND SURVEYOR. THE RECORD DRAWINGS SHALL SHOW FINAL GRADES, INVERTS, AND LOCATIONS OF ALL STORMWATER FACILITIES INCLUDING THE STORMWATER POND, DRAINAGE STRUCTURES, BERMS & SWALES. THE CONTRACTOR SHALL PROVIDE TEN COPIES OF THE' (CERTIFIED RECORD DRAWINGS TO THE ENGINEER FOR THE PURPOSE OF CERTIFYING THE STORMWATER MANAGEMENT SYSTEM. • .. ­ n, ] I1JI9 - Vr_rC I II.NL I GLtAKAMUt 1. WHERE WATER AND GRAVITY SANITARY SEWER MAINS CROSS WITH LESS THAN 12 INCHES VERTICAL jCLEARANC,E, OR THE SANITARY SEWER MAIN IS ABOVE THE WATER MAIN, THEN THE SANITARY SEWER WILL BE 20 FEET, CENTERED ON THE POINT OF CROSS" G, OF THE WATER MAIN AND UPGRADED TO WATER MAIN STANDAR S AND PRESSURE TESTED. 2. WHERE WATER MAINS AND STORM SEER PIPES CROSS WITH LESS THAN 12 INCHES VERTICAL CLEARANCE, OR THE STORM' MAIN IS ABOVE THE WATER MAIN, THEN THE WATER MAIN SHALL BE 20 FEET OF DUCTILE IRON PIPE CENTERED ON THE POINT OF CROSSING. S - JUDLITY 3. WHEN A WATER MAIN PARALLELS A GRAVITY SANITARY SEWER MAIN, A SEPARATION (MEASURED EDGE TO EDGE) OF AT LEAST TEN FEET SHOULD BE MAINTAINED. WHERE THIS SEPARATION IS NOT MET, ONE OF THE FOLLOWING MUST OCCUR: A. THE WATER MAIN IS LAID IN A SEPARATE TRENCH OR ON AN UNDISTURBED EARTH SHELF LOCATED C ONE SIDE OF THE SEWER AT SUCH AN ELEVATION THAT THE BOTTOM OF TF E WATER MAIN IS AT LEAST 12 INCHES ABOVE THE TOP OF THE SEWER, OR; B. IF BOTH SANITARY SEWER AND POTABLE WATER MAINS ARE PROPOSED AND THE ABOVE (A) IS NOT MET, THE SANITARY SEWER PIPES SHALL BE UPGRADED TO THE EQUIVALENT PIPE MATERIAL AS THE WATER MAIN AND PRESSURE TESTED. C. IF THE SANITARY SEWER IS EXISTING AND THE POTABLE WATER MAIN IS PROPOSED, THE!! WATER MAIN SHALL, AT A MINIMUM, BE UPGRADED TO DUCTILE IRON PIPE, CONSTRUCTED IN SEPARATE TRENCHES, LAID AT A HIGHER ELEVATION THAN THE SANITARY SEWER, AND UTILIZE STAGGERED JOINTS. 4. WHERE WATER MAINS PARALLEL STORM SEWER PIPES WITH LESS THAN 10 FEET HORIZONTAL CLEARANCE, THE WATER MAIN SHALL BE AWWA C15O/C151 DUCTILE IRON IN THOSE LOCATIONS. 5. SEPARATION REQUIREMENTS OF 10 FEET HORIZONTAL AND 12 INCHES VERTICAL CLEARANCE BETWEEN FORCE (MAINS AND POTABLE WATER MAINS MUST BE MAINTAINED UNLESS APPROVED IN ADVANCE BY THE DEPARTMENT. 6. WHERE WATER MAINS AND UNRESTRICTED ACCESS REUSE PIPES CROSS WITH LESS THAN 12 INCHES VERTICAL CLEARANCE OR 3 FEET HORIZONTAL CLEARANCE, THE UNRESTRICTED ACCESS REUSE MAIN SHALL BE UPGRADED AND HYDROSTATICALLY TESTED IN THE SAME MANNER AS GRAVITY SANITARY SEWER MAINS (SEE A. ABOVE) 7. SEPARATION REQUIREMENTS BETWEEN POTABLE WATER MAINS AND ANY TYPE OF REUSE MAINS OTHER THAN UNRESTRICTED ACCESS REUSE IS 10 FEET HORIZONTAL AND 12 INCHES VERTICAL CLEARANCE, WITH MITIGATION 'ALLOWED WHEN APPROVED IN ADVANCE BY THE DEPARTMENT. NOTE: WHEN IT IS IMPOSSIBLE TO OBTAIN PROPER HORIZONTAL AND VERTICAL SEPARATIONS AS STIPULATED ABOVE, THE DEPARTMENT OF ENVIRONMENTAL PROTECTION (D.E.P). MAY ALLOW DEVIATION ON A CASE -BY -CASE BASIS IF SUPPORTED BY DATA FROM THE DESIGN ENGINEER. APPROVAL FOR THE DEVIATION MUST BE OBTAINED PRIOR TO CONSTRUCTION. WATER SYSTEM TESTING AND INSPECTION REQUIREMENTS 1. ALL COMPONENTS OF THE WATER SYSTEM, INCLUDING FITTINGS, HYDRANTS, CONNECTIONS, AND VALVES SHALL REMAIN UNCOVERED UNTIL PROPERLY PRESSURE TESTED AND ACCEPTED BY THE OWNER'S ENGINEER. PRESSURE TESTS TO BE IN ACCORDANCE WITH WATER DEPARTMENT` SPECIFICATIONS. CONTACTOR TO NOTIFY OWNER'S ENGINEER AND WATER DEPARTMENT INSPECTORS 48 HOURS IN ADVANCE OF PERFORMING TESTS. 2. CONTACTOR TO PERFORM CHLORINATION. BACTERIOLOGICAL SAMPLING SHALL BE PERFORMED BY THE CONTRACTOR AND TESTED BY THE LOCAL PUBLIC HEALTH UNIT. CONTRACTOR COPIESS OF ALL H BACT O ER BACTERIOLOGICAL TESTS OF TO B ENGINEER. 3. A HYDROSTATIC TEST CONSISTING OF PRESSURE TEST AND LEAKAGE TEST SHALL BE CONDUCTED ON ALL NEWLY- INSTALLED WATER DISTRIBUTION SYSTEM PRESSURE PIPES AND APPURTENANCES. THESE TESTS SHALL BE IN ACCORDANCE WITH THE PROVISIONS OF A.W.W.A. C600 FOR DUCTILE IRON PIPES AND C605 FOR PVC PIPES. 4. ALL NEWLY - INSTALLED WATER DISTRIBUTION SYSTEMS SHALL BE DISINFECTED IN ACCORDANCE WITH A.W.W.A. C651 - DISINFECTING WATER MAINS. WATER SYSTEM NOTES 1. ALL WATER MAINS SHALL HAVE A MINIMUM OF 36 INCHES OF COVER. 2. ALL WATER SYSTEM WORK SHALL CONFORM WITH LOCAL REGULATORY STANDARDS AND SPECIFICATIONS. 3. CONFLICTS BETWEEN WATER AND STOR OR SANITARY SEWER TO BE RESOLVED BY ADJUSTING THE WATER LINES AS NECESSARY. 4. DUCTILE IRON PIPE SHALL BE A MINIMUM OF CLASS 50 OR PRESSURE CLASS 250 AND WILL BE ACCEPTED IN ANY DIAMETER FOR USE WITHIN THE DISTRIBUTION SYSTEM. DUCTILE IRON PIPE SHALL CONFORM TO THE REQUIREMENTS OF ANSI /AWWA C151, AND SHALL BE CEMENT LINED AND CONFORM TO THE REQUIREMENTS OF ANSI STANDARD C104. FITTINGS FOR DIP SHALL CONFORM TOT REQUIREMENTSSSI OF ANSI /AWWA C153/A21.53 OR ANSI /AWWA C110/A21.10. MECHANICAL AND PUSH -ON JOINTS SHALL CONFORM TO ANSI /AWWA C111/A21.11 AND FLANGED JOINTS SHALL CONFORM TO ANSI /AWWA 115/A21.51. 5. ALL FITTINGS LARGER THAN 2 „ SHALL BE DUCTILE IRON CLASS 53 IN ACCORDANCE WITH A.W.W.A. C -110 WITH A PRESSURE! RATING OF 350 P.S.I. JOINTS SHALL BE MECHANICAL JOINTS IN ACCORDANCE WITH A.W.W.A. C -111. FITTINGS SHALL BE CEMENT MORTAR LINED AND COATED IN ;ACCORDANCE WITH A.W.W.A. C -104, 6. THE CONTACTOR IS TO INSTALL TEMPORARY BLOW -OFFS OR HYDRANTS AT THE END OF WATER SERVICE LATERALS TO ASSUR� ADEQUATE FLUSHING AND DISINFECTION. 7. WATER MAIN PIPING OF LESS THAN 4" [MALL BE PER AWWA C901 8. WATER MAIN PIPING LARGER THAN 4" STALL BE CONSTRUCTED OF DUCTILE IRON PIPE UNLESS OTHERWISE SPECIFIED ON DRAW�NGS. ALL WATER MAINS SHALL BE POLYWRAPED WITH BLUE PLASTIC. 1 9. ALL FITTINGS 2" AND SMALLER SHALL BE PER CITY OF OCOEE STANDARDS. 10. ALL GATE VALVES 2" OR LARGER SHALL BE RESILIENT SEAT OR RESILIENT WEDGE MEETING THE REQUIREMENTS OF A.W.W.A. C509 11. ALL FIRE HYDRANTS SHALL MEET THE REQUIREMENTS OF A.W.W.A. C502 AND SHALL BE APPROVED BY THE LOCAL UTILITY AND FIRE MARSHAL. 12. MATERIALS AND CONSTRUCTION METHODS', FOR WATER DISTRIBUTION SYSTEM SHALL BE IN ACCORDANCE WITH THE LOCAL RE ULATORY AGENCY CODES, PLANS, AND SPECIFICATIONS FOR CONSTRUCTION, LATEST REVISION THEREOF, AND SUPPLEMENTAL SPECIFICATIO ETO.1 APPROVAL AND CONSTRUCTION OF ALL POTABLE WATER SERVICE MAIN EXTENSIONS AND CONNECTIONS MUST BE COORDINATED THROUGH THE LOCAL REG LATORY AGENCY. 13. THE CONTACTOR SHALL PROVIDE CERTIF UTILITY AS -BUILT DRAWINGS, SIGNED AND SEALED BY A PROFESSIONAL LAND SURVEYOR. THE AS -BUILT DRAWINGS SHALL SHOW THE LOCATIONS ON ALL WATER MAINS, VALVES, HYDRANTS, BACKFLOW PREVENTERS, SIZES & LENGTHS OF WATERLINES, PIPEMATERIAL, AND SERVICES. THE CONTRACTOR SHALL PROVIDE TEN COPIES OF THE CERTIFIED AS -BUILT DRAWINGS TO THE ENGINEER. 1. ALL GRAVITY SEWER PIPING SHALL BE SUBJECT TO A VISUAL INSPECTION BY THE OWNER'S ENGINEER. CONTACTOR TO NOTIFY THE ENGINEER 48 HOURS IN ADVANCE TO SCHEDULE INSPECTION. 2. THE CONTRACTOR SHALL PERFORM AN INFILTRATION /EXFILTRATION TEST ON ALL JUR S CTION. TELEVIS NG PIGGING SEWERS IF NECESSARY, BE CE TCIFIODDBYCTHE W AGENCY H JU ID T ENGINEER OFR CORD AND BMITTEDTOTHE REGULATORY AGENCY FOR APPROVAL. COORDINATION AND NOTIFICATION OF ALL PARTIES IS THE CONTRACTOR'S RESPONSIBILITY. 3. ALL FORCE MAINS SHALL BE SUBJECT TO A HYDROSTATIC PRESSURE TEST IN ACCORDANCE WITH THE REGULATORY AGENCY HAVING JURISDICTION. SAID TESTS ARE TO BE CERTIFIED BY THE ENGINEER OF RECORD AND SUBMITTED TO THE REGULATORY AGENCY FOR APPROVAL. COORDINATION AND NOTIFICATION OF ALL PARTIES IS THE CONTRACTOR'S RESPONSIBILITY. SANITARY SEWER NOTES 1. ALL SANITARY SEWER MAINS & LATERALS SHALL HAVE A MINIMUM OF 48 INCHES OF COVER. 2. ALL SANITARY SEWER MAINS & SERVICE LATERALS SHALL BE CONSTRUCTED OF P.V.C. PIPE, S.D.R. -26, OR AS OTHERWISE INDICATED ON THE CONSTRUCTION DRAWINGS. 3. ALL SANITARY SEWER WORK SHALL CONFORM WITH LOCAL REGULATORY STANDARDS AND SPECIFICATIONS. 4. PRIOR TO COMMENCING WORK WHICH REQUIRES CONNECTING NEW WORK TO EXISTING LINES OR APPURTENANCES, THE CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF EXISTING CONNECTION POINT AND NOTIFY OWNER'S ENGINEER OF ANY CONFLICTS OR DISCREPANCIES. 5. P.V.C. PIPE SHALL CONFORM TO A.S.T.M. D3034 SPECIFICATIONS. PVC FITTINGS SHALL CONFORM TO A.S.T.M. D1784 SPECIFICATIONS. INSTALLATION OF S.D.R. -26 PIPE SHALL S SECTIOND2321. ALL SANITARY H SEWER PIPELINES RE NT HALL BE SOLID GREEN IN COLOR. 6. ALL P.V.C. FORCE MAINS SHALL BE DR -25, COLOR GREEN, WITH A GREEN MAGNETIC TAPE A MINIMUM OF 3" WIDE, PLACED 12" - 18" BELOW THE PROPOSED GRADE. THE PRINTING ON THE MAGNETIC TAPE SHALL READ "SANITARY SEWER ". 7. ALL SANITARY SEWER COVERS SHALL BE TRAFFIC RATED FOR H -20 LOADING. 8. THE CONTRACTOR SHALL PROVIDE CERTIFIED UTILITY RECORD DRAWINGS, SIGNED AND SEALED BY A PROFESSIONAL LAND SURVEYOR. THE RECORD DRAWINGS SHALL N ALL AND COVER ELEVATIONS, MANHO E SIZESW PE A SIZE, LENGTH AND TYPE, PIPE SLOPES, AND SERVICES. THE CONTACTOR SHALL PROVIDE TEN COPIES OF THE CERTIFIED AS -BUILT DRAWINGS TO THE ENGINEER. RECLAIMED WATER SYSTEM NOTES 1. PVC PIPE: ALL PVC PIPE OF NOMINAL DIAMETER FOUR (4) THROUGH TWELVE (12) INCHES SHALL BE MANUFACTURED IN ACCORDANCE WITH AWWA STANDARD C900, LATEST EDITION.THE PVC PIPE SHALL HAVE A MINIMUM WORKING PRESSURE RATING OF 150 PSI AND SHALL HAVE A DIMENSION RATIO (DR) OF 18. ALL WATER MAINS SHALL BE INSTALLED WITH A CONTINUOUS, INSULATED 10 GAUGE COPPER WIRE INSTALLED DIRECTLY ON TOP OF THE PIPE FOR LOCATION PURPOSES. SEE STANDARD DETAILS. IN ADDITION, ALL PVC WATER MAINS SHALL BE ULTRAVIOLET LIGHT STABILIZED SOLID PANTONE PURPLE 522c COLOR. ALL LETTERING SHALL APPEAR LEGIBLY ON PIPE AND SHALL RUN THE ENTIRE LENGTH OF THE PIPE. LETTERING SHALL READ AS IS ACCEPTABLE FOR THE INTENDED USE. PIPE SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S SPECIFICATIONS AND INSTRUCTIONS FOR THE TYPE OF PIPE USED AND APPLICABLE AWWA STANDARDS, SUCH AS C600 AND C605, UNLESS OTHERWISE STATED IN THESE SPECIFICATIONS. RECLAIMED WATER MAINS THAT ARE INSTALLED ADJACENT TO WATER MAINS SHALL MEET THE HORIZONTAL AND VERTICAL SEPARATIONS SPECIFIED BELOW. 2. HORIZONTAL SEPARATION: NORMAL CONDITIONS: RECLAIMED WATER MAINS SHALL BE LOCATED AT LEAST 3 FEET HORIZONTALLY FROM FORCE MAINS AND WATER MAINS; THE DISTANCE SHALL BE MEASURED FROM OUTSIDE EDGE OF PIPE TO OUTSIDE EDGE OF PIPE OR FIVE 5' CENTER -LINE TO CENTER -LINE OF PIPE (WHICHEVER HAS THE GREATEST CLEARANCE). FIVE ( 5') FEET HO RIZONTALLY CLEARANCE). FROM 3. VERTICAL SEPARATION NORMAL CONDITIONS: RECLAIMED WATER MAINS SHALL BE INSTALED TO PROVIDE A SEPARATION OF AT LEAST 18 INCHES BETWEEN THE BOTTOM OF THE RECLAIMED WATER MAIN AND THE TOP OF THE FORCE MAIN. UNUSUAL CONDITIONS: WHEN CONSTRUCTION CONDITIONS PREVENT A VERTICAL SEPARATION OF 18 INCHES AS DESCRIBED WATE ED ABO R MAIN SHAL BE CONSTRUCTED OF EITHER DUCTILE IRON PIPE WITH PUSH -ON OR MECHANICAL JOINTS OR DR14. VE, THE RECLAIMED 4. CROSSING OF R RI RAINED WATER eelUs AND WATER MAINS A. POTABLE WATER MAINS SHALL BE ABOVE RECLAIMED WATER MAINS WHENEVER THEY CROSS. B. A VERTICAL SEPARATION OF AT LEAST 18 INCHES SHALL BE MAINTAINED BETWEEN THE WATER MAIN AND THE RECLAIMED WATER MAIN. C. ADEQUATE STRUCTURAL SUPPORT FOR BOTH THE RECLAIMED WATER MAIN AND WATER MAIN SHALL BE PROVIDED TO PREVENT EXCESSIVE DEFLECTION OF JOINTS AND SETTLING. D. WHEN THE VERTICAL SEPARATION CANNOT BE ACHIEVED, RECLAIMED WATER MAINS SHALL BE CONSTRUCTED OF ETHER DUCTILE IRON PIPE OR DR 14. THE LENGTH OF PVC OR DUCTILE IRON PIPE SHALL BE A MINIMUM OF 20 FEET AND CENTERED AT THE POINT OF CROSSING SO THAT THE JOINTS WILL BE EQUIDISTANT AND AS FAR AS POSSIBLE FROM THE WATER MAIN. 5. HYDROSTATIC TESTS: A. GENERAL: 1. HYDROSTATIC TESTS SHALL CONSIST OF PRESSURE TEST AND LEAKAGE TEST. HYDROSTATIC TESTS SHALL BE CONDUCTED ON ALL NEWLY INSTALLED PRESSURE PIPES, JOINTS AND VALVES INCLUDING ALL SERVICE LINES TO THE CURB STOPS. AIR TESTING OF PRESSURE PIPES WILL NOT BE PERMITTED UNDER ANY CIRCUMSTANCE. TESTS MAY BE MADE ON SECTIONS NOT EXCEEDING 2,000 FEET. CONTACTOR SHALL FURNISH ALL NECESSARY CONTRACTOR SHALL MAKE ALL TAPS, CONTAINERS, PRESSURE LOGAUGES, P H DRAUL C FORCE PUMPS, AND SUITABLE M HOSES AND F E CITY WILL MONITOR AND APPROVE A SATISFACTORY TEST. 2. THE CONTRACTOR MAY CONDUCT HYDROSTATIC TESTS AFTER THE TRENCH HAS BEEN PARTIALLY BACKFILED WITH THE JOINTS LEFT EXPOSED FOR INSPECTION FOR HIS INFORMATIONAL PURPOSES ONLY. THE HYDROSTATIC TESTS FOR ACCEPTANCE SHALL ONLY BE CONDUCTED AFTER THE TRENCHES HAVE BEEN COMPLETELY BACKFILLED AND COMPACTED AS SPECIFIED. 3. ALL PIPE SECTIONS TO BE PRESSURE TESTED SHALL BE SUBJECTED TO A HYDROSTATIC PRESSURE OF 150 PSI. THE DURATION OF EACH PRESSURE TEST SHALL BE FOR A PERIOD OF 2 HOURS. IF DURING THE TEST, THE INTEGRITY OF THE TESTED LINE IS IN QUESTION, THE CITY MAY REQUIRE A 6 -HOUR PRESSURE T. THE BASIC PROVISIONS OF AWWA C -600 SHALL BE APPLICABLE. B. PROCEDURE FOR-PRE TE EACH SECTION OF PIPE TO BE TESTED, AS DETERMINED BY THE CITY, SHALL BE SLOWLY FILLED WITH WATER AND THE SPECIFIED TEST PRESSURE SHALL BE APPLIED BY MEANS OF A PUMP CONNECTED TO THE PIPE IN A SATISFACTORY MANNER. BEFORE APPLYING THE SPECIFIED TEST PRESSURE, ALL AIR SHALL BE EXPELLED FROM THE PIPE. TO ACCOMPLISH THIS, TAPS SHALL BE MADE, AND APPROPRIATE VALVES INSTALED TO ENSURE BLEEDING OF ALL AIR FROM THE MAIN. IF DEFECTIVE PIPES, FITTINGS, VALVES, OR HYDRANTS ARE DISCOVERED IN CONSEQUENCE OF THIS PRESSURE TEST, ALL SUCH ITEMS SHALL BE REMOVED AND REPLACED BY THE CONTRACTOR WITH SOUND MATERIAL AND THE TEST SHALL BE REPEATED UNTIL SATISFACTORY RESULTS ARE OBTAINED. PROVISIONS OF AWWA C600, WHERE APPLICABLE, SHALL APPLY. C. PROCEDURE FOR LEAKAGE TEST• 1. AFTER COMPLETION OF THE PRESSURE TEST, A LEAKAGE TEST SHALL BE CONDUCTED TO DETERMINE THE QUANTITY OF WATER LOST BY LEAKAGE UNDER THE SPECIFIED TEST PRESSURE. APPLICABLE PROVISIONS OF AWWA C600 SHALL APPLY. 2. ALLOWABLE LEAKAGE IN GALLONS PER HOUR FOR PIPELINE SHALL NOT BE GREATER THAN THAT DETERMINED BY THE FORMULA: L = SD P 1/2 133,200 NOTE: L = ALLOWABLE LEAKAGE IN GALLONS PER HOUR. S = LENGTH OF PIPE TESTED, IN FEET. D = NOMINAL DIAMETER OF THE PIPE IN INCHES. P = AVERAGE TEST PRESSURE DURING LEAKAGE TEST IN POUNDS PER SQUARE INCH GAUGE. 3. LEAKAGE IS DEFINED AS THE QUANTITY OF WATER TO BE SUPPLIED IN THE NEWLY INSTALLED PIPE OR ANY VALVED SECTION UNDER TEST, WHICH IS NECESSARY TO MAINTAIN THE SPECIFIED LEAKAGE TEST PRESSURE AFTER THE PIPE HAS BEEN FILLED WITH WATER AND THE AIR EXPELLED. SHOULD ANY TEST OF PIPE INSTALLED DISCLOSE LEAKAGE GREATER THAN THAT ALLOWED, CONTACTOR SHALL LOCATE AND REPLACE OR REPAIR THE DEFECTIVE JOINTS, PIPE OR VALVE UNTIL THE LEAKAGE FROM SUBSEQUENT TESTING IS WITHIN THE SPECIFIED ALLOWANCE. 6. FLUSHING: SEC11ONS OF PIPE SHALL BE FLUSHED (FULL DIAMETER) TO REMOVE NY SOLIDS OR CONTAMINATED MATERIAL THAT MAY HAVE BECOME LODGED IN THE PIPE. A BLOW -OFF VALVE SHALL BE PROVIDED LARGE ENOUGH TO DEVELOP A VELOCITY OF AT LEAST 2.5 FEET PER SECOND IN THE MAIN. THE CONTRACTOR AS A PART OF THE CONSTRUCTION OF RECLAIMED WATER MAINS SHALL PROVIDE FOR ALL TAPS REQUIRED FOR FLUSHING OR FOR THE RELEASE OF AIR. AFTER FLUSHING, ALL SUCH TAPS SHALL BE SEALED TO THE SATISFACTION OF THE CITY. 7. JOINTS: PVC PIPE SHALL HAVE INTEGRAL BELL PUSH ON TYPE JOINTS CONFORMING TO ASTM D3139. 8. RESILIENT SEAT GATE VALVES* ALL GATE VALVES SHAH BE RESILIENT SEAT GATE VALVES. SUCH VALVES SHALL BE RESILIENT SEATED, MANUFACTURED TO MEET OR EXCEED THE REQUIREMENTS OF AWWA C509 ND /OR C515, LATEST REVISION, AND IN ACCORDNCE WITH THE FOLLOWING SPECIFICATIONS. VALVES SHALL HAVE AN UNOBSTRUCTED WATERWAY EQUAL TO OR GREATER THAN THE FULL NOMINAL INSIDE DIAMETER OF THE PIPE. PRELIMINARY - NOT FOR CONSTRUCTION W Q 0 0i w 0 d Z m O . z T O �- O F- m W cn � Q O 0! L ry p W 3 ry r CO LO d I") CV - J V) 0 LLI O CD ry z � � < In O cm H I(1:1 m: Q. J > F- O Z �- w J� w W U O 1 z =- 3 3 F- Z L.I J U II U L1 3 Of L O w 0 d N m O . z T O �- F- m W L�..I � Q O 0! L ry p SHEET 3 It O N n F6 Z 0 000 CO L_°; I W orn .. 0 zcoz J� ir 60.2 a� W o O N CD O F' N L, A- z�-,.� W:Dr< 2 W� o 'I a- Of rn O o O V J Of W W ^+_ W 9 "4 U w 0 C.D 0 w 00 N 00 N V, W Z LL .Z F - < � o , cr = Lu U 7 Lul LL a- (5 co Lu o LI F_ Z f= 0 Q I­ I­_ w w m iY U W � :? (.7 _ W F- W _ CC L toll POND 2 \ \ � ` \ INE ` � PHASE 1 OR PHASE 2. 000 MOWN � \ ^ . ^^ ' ` 'RACT� RETENTION POND V� | | ' LEG / / \ BOUNDARY/PROPERTY LINE o / ^�� c�� o / / u u- ' BOUNDARY/RIGHT-OF-WAY LINE / ` ` --'--------- uu///�*�/ u*�// ' »m | \ --- -- --- BUFFER LINE o' ' \ ` - a) o / ` n � - --_----- EASEMENT LINE �� ��� I nx u | `~~- \ �� ` E / ` `^ db SIGN MONUMENT X - -- / / - L Of OVERALL SIGN MONUMENT ' 35 R UUNV STING MAINE STREET o TO THE CITY OF/C)COEE EXISTING MAINE STREET RIGHT-OF-WAY EASEMENT TO BE DEDICATED TO CITY �o _��� F '� o m U _� m U OF OCOEE PRELIMINARY - NOT FOR CONSMUI � REMNANT PARCEL A 0 LLJ m� m - ~ + L� REMNANT PARCEL 8 0 0 RIGHT IN m . 00 0 RIGHT OUT - _ 1. FOR THE VILLAGE AT LAKE BENNET DETAILED PRELIMINARY SUBDIVISION PLAN, SEE SHEETS 5 & 6. Cl 0 C2 PHASE 1 OR PHASE 2. 000 MOWN � \ ^ . ^^ ' ` 'RACT� RETENTION POND V� | | ' LEG / / \ BOUNDARY/PROPERTY LINE o / ^�� c�� o / / u u- ' BOUNDARY/RIGHT-OF-WAY LINE / ` ` --'--------- uu///�*�/ u*�// ' »m | \ --- -- --- BUFFER LINE o' ' \ ` - a) o / ` n � - --_----- EASEMENT LINE �� ��� I nx u | `~~- \ �� ` E / ` `^ db SIGN MONUMENT X - -- / / - L Of � ` .` � GRAPHIC SCALE 100 0 50 100 200 IN FEET 1 inch 100 ft. / 20' LAND$ APE UFFER FN � _-_~-`' ' � / , / / / ' ' / / ' ' -- / ' / , / / / / | 0 z _ . Lli OVERALL SIGN MONUMENT ' 35 R UUNV o TO THE CITY OF/C)COEE EASEMENT TO BE DEDICATED TO CITY �o _��� F '� o m U _� m U OF OCOEE PRELIMINARY - NOT FOR CONSMUI � REMNANT PARCEL A 0 LLJ m� m - ~ + L� REMNANT PARCEL 8 0 0 RIGHT IN m . 00 0 RIGHT OUT - _ 1. FOR THE VILLAGE AT LAKE BENNET DETAILED PRELIMINARY SUBDIVISION PLAN, SEE SHEETS 5 & 6. Cl 0 C2 2. FOR THE VILLAGE AT LAKE BENNET PAVING, abc Co GRADING, AND DRAINAGE AND FINISHED FLOOR liqour ELEVATIONS, SEE SHEETS 7 & 8. 3. FOR THE VILLAGE AT LAKE BENNET'S PROPOSED UTILITY & UTILITY EASEMENTS, SEE SHEET 10 & 11. L d 5. FOR THE VILLAGE AT LAKE BENNET TREE PRESERVATION, SEE SHEETS 14 & 15. ------ 6. SEE SHEET 18 FOR DETAILED ROADWAY IMPROVEMENTS OF BLUFORD AVENUE, AT THE JUNCTION OF THE BLUFORD AVENUE AND MAINE STREET THAT IS PROPOSED .............................. 7. WORK SHOWN ON LOTS 1 THROUGH 5, & TRACTS 1 THROUGH 8 AND RELOCATED MAINE STREET WILL BE CONSTRUCTED UNDER PHASE 1. CONSTRUCTION ACTIVITIES IN . . ...... .......... __ ............ OWNERS PLAN TO COORDINATE WITH THE CITY OF OCOEE TO AMMEND THE DEVELOPERS AGREEMENT TO DOCUMENT RESPONSIBILITIES. � ` .` � GRAPHIC SCALE 100 0 50 100 200 IN FEET 1 inch 100 ft. / 20' LAND$ APE UFFER FN � _-_~-`' ' � / , / / / ' ' / / ' ' -- / ' / , / / / / | 0 z _ . Lli o �o _��� F '� o m U _� m U PRELIMINARY - NOT FOR CONSMUI � LLJ m� m - ~ + L� L m . 00 0 ' C l ; - _ \ Cl 0 Li Co L d LLI ] L� aid- ' C2 / o �o _��� F '� o m U _� m U PRELIMINARY - NOT FOR CONSMUI � m� m - ~ + L� L m . 00 0 ' C l ; - _ \ Cl 0 Li Co LLI ] L� aid- ' C2 / ry Of SHEET PRELIMINARY - NOT FOR CONSMUI V) 1—: Z INDIVIDUAL SIGN MONUMENT lu SHOPPING CENTER SIGN MONUMENT "STOP" SIGN KEY MAP abc Ij .1 ..... ....... - . ......... ............... . ........ . INAFFIU FL: Z Lli . . . . . ........................................................................................ ................................................ .......................................... ............ - - -- - ------- ............... . ....... ................. - — -------------------------------------------------- - ----- . ........ - 50 0 - . - T - . ------ R - � - P SEC. :7505- . ............ 0 Z 0 00 . ...... . .......... . . . .............. . . .............. COUNTS: 43 ,964 AADT ...... F omoo 1 0 1 77v ........................ ........... . ... . .. . ................... . . . . u- �0- 0 - 1 0) 0 r om.. 0-t 6 ZLD Lj r < > E�rc ...... . ..... . . .. . .. . ...... . . . ................ ----------------------- X 02 W t V) DX .N L c\j 0 0 0 Lj z E: :1 < ui :D 0 00 0 CL r I cj�: 0 Q) Z 1-t 0 0 0 Ln mot n (N Lu Lli >!:�o UJ �g: t L,J— Lli 00 N 00 N LLI V) < cl c C= n� z cm cv Q0 F- cv-, < C,14 Lc) 0 7 I-- F- 0 2- INDIVIDUAL SIGN MONUMENT lu SHOPPING CENTER SIGN MONUMENT "STOP" SIGN KEY MAP abc Ij .1 ..... ....... - . ......... ............... . ........ . INAFFIU FL: Z Lli . . . . . ........................................................................................ ................................................ .......................................... ............ - - -- - ------- ............... . ....... ................. - — -------------------------------------------------- - ----- . ........ - 50 0 - . - T - . ------ R - � - P SEC. :7505- . ............ 0 Z 0 00 . ...... . .......... . . . .............. . . .............. COUNTS: 43 ,964 AADT ...... F omoo 1 0 1 77v ........................ ........... . ... . .. . ................... . . . . u- �0- 0 - 1 0) r om.. 0-t 6 ZLD Lj r < > E�rc ...... . ..... . . .. . .. . ...... . . . ................ ----------------------- X 02 W t 0 DX .N L c\j 0 0 0 Lj z E: :1 < ui :D 0 00 0 CL r I cj�: 0 Q) Z 1-t 0 0 0 -i Of Lu Lli >!:�o UJ �g: t L,J— Lli 00 N 00 N INDIVIDUAL SIGN MONUMENT lu SHOPPING CENTER SIGN MONUMENT "STOP" SIGN KEY MAP abc Ij .1 ..... ....... - . ......... ............... . ........ . INAFFIU FL: Z Lli . . . . . ........................................................................................ ................................................ .......................................... ............ - - -- - ------- ............... . ....... ................. - — -------------------------------------------------- - ----- . ........ - 50 0 - . - T - . ------ R - � - P SEC. :7505- . ............ Z 0 . ...... . .......... . . . .............. . . .............. COUNTS: 43 ,964 AADT ...... 1 77v ........................ ........... . ... . .. . ................... . . . . ..... LLI C) ----------- ...... . ..... . . .. . .. . ...... . . . ................ ----------------------- Ld < 0 ...... . ...... . C) 0- PRELIMINARY - NOT FOR CONSTRUCTION ET 5 \ ` � v v v XR� TJ \ . ` � |||| v oi l GRAPHIC SCALE C2 ZONING DESIGNAT 50 0 25 50 100 mm DRA INLET IN FEET 0 1 inch 50 ft. W - n3 MITERED END SECTION LLJ �� L��J INDIVIDUAL SIGN MONUMENT SHOPPING CENTER SIGN MONUMENT STATE ROAD Cn �IU "STOP" i ^ SIGN SCALE:NTS DRAINAGE INLET P1 DRAINAGE INLET P2 LEGEND: - ' N . | | ~�-ewh�in rnoine otnoat | | ' � potentially below ground. | | U | | U . . | | U | | U co 11 r n 0 �c� ' ' U e- � p�� RIGHT IN R|GH| OU| ' - '���� \ \ \ TEMPORARY E 70' RELOCATED MAINE STREET RIGHT \ \ , \ \ 15 TEMPORARY CONSTRUCTION EASNE R45' # 2) \ ` Ito \ \ _�� \ \ \ 10` PERMANENT 4LN[� °j�' --- --- �--- '--�- --- /EASE�ENT �''' ^� .~ ___~ ` » -/ ` - - --- � ___ LANDS 02 z Iola L�W,015,rmm JFFER Q4 A I OWN pr IN OA WM PAPOWA 1 ME PAMA MA MAMA' INK r r I F MUMMA NA ME IWA 0% NA MIN NANA 0, MAINE* M WER IWAIN, IN fflu 0A MA IVA RIVA qW "N IVA W, MAIN MA MA 11 a m IM MEN% *12NOWN NAME ' Lol l Lam\ xLgl WATER LINE" NT R,CrR, 4287, Z i %\ KEY MAP � EXISTING MAINE STREET (BRICK ROAD) PARK n/vn =mcn umE 100 YEAR FLOOD LINE ---------- WETLAND LINE -------------- LOT/TRACT BOUNDARY/RIGHT-OF-WAY LINE -- --- -- BUFFER LINE EASEMENT LINE 6;- ` 35' " �C \ O NF EDGE OF PAVE NSLAND O F RI M 1 1VA 1W1 OVA IWA IN IN INAIWA IV, OWN Lj CD LLJ LLJ Im LIJ C2 ZONING DESIGNAT mm DRA INLET NW MANHOLE - n3 MITERED END SECTION �� L��J INDIVIDUAL SIGN MONUMENT SHOPPING CENTER SIGN MONUMENT STATE ROAD �IU "STOP" i ^ SIGN SCALE:NTS DRAINAGE INLET P1 DRAINAGE INLET P2 LEGEND: REMNANT PARCEL A BOUNDARY/PROPERTY LINE ' REMNANT PARCEL B 6;- ` 35' " �C \ O NF EDGE OF PAVE NSLAND O F RI M 1 1VA 1W1 OVA IWA IN IN INAIWA IV, OWN Lj CD LLJ LLJ Im LIJ i I. 7 7 7 ' MATCHLINE 3 V) 1 4 . I/ I \ \`� ,? \ \ J� — �' — — — — — — — �– — — — — — — — — — — — — ✓— — — — — �' MATCH.L°INE 1 � • ■ i ■ TRACT 4 RETENTION POND �� ��` � t� ca �n d- r� N / , — o ' 0.117 AC. I / TOW = 1 X5.00 25 YR. 9fi HR MWL = 123.41 V) .)) // 25' / �� / o IJY " / ? I I I _ ( I \ ".;• \ = 1214.50 (100 YR. 24 HR.) / I 1 / I �/ / 'i ,_.t NWL = 119.00 ® Ln Ct \ I W .S = 120.00 I / 1 I / 1 I / / / / ry � ®a / C1a zi �t FE =127.00 / \ \ j P I / < $� \ /a I PUFFER ZONE -. 1 / / I I / U / 20 dRAINAGE EASEMENT (TYP.) I 1 \-, � / y / / / F_ _j ua ui »: p r /> X. I / 26 0 \o`i,,, y\ TR CTURE (TYP.� �!! // F - GRAPHIC y CALF \\. \ / '.f� \ ► I I ! /�2 d / / O I N s OVRFLOW PIPE III /ORIFICE 50 0 25 50 100 — � \\ BErNEATH (TYP ) / ( IN FEET) \ ` \ \. \, \ 1 ( / \':•, N I s ��' \ \ 1 5 2 126. / / \ \'\ I— \ 125.4 \ \ / / / / Q \ \ f i f t+ "S' / • i / \. \ `�fi / / \ \ \ 1 2 5— r --;'; \ \ — „ — ! J / ! / ZO *\ ) }' \ F; r `\ FFE = 126.00 �. \�\ ',, / \' '2e < .. \ \ r ! ! 4 \ \ I I \ I r V, F \ \ I ?ACT 5 RETENTION PON 2 ° / \\ \ \ \ I ► / 12,105 S.F. \ 6 °2 \ y \ I ► 1 \' , TOW 0.278 AC. / I' \ \ y y I E , I — _ 125.0( _ �.\ �,... .,, / 'AJfVL 123.41 25 YR. 96 HR.) -_ \ I \ \ \ I I I \ \ \:. 125. = 1 (100 YR. 24 HR.) NWL = 119 00 1 \ -125' \\ \ \ �_!� �;! 125.4 , /` SHWT = 120.0(` -- - - - -__ 1 inch = y O ft. \ I \ NOTES: 35' R.O.W. ONVEYANCE \ TO CITY \OF OCOEE 1. SEE DRAINAGE REPO T FOR \ DRAINAGE BASIN MAPI 2. ALL STORM WATER PIPE JOINTS WILL BE WRAPED WITH FILTER FABRIC PER FDOT INDEX 280 \ LEGENDS \ •O PROPOSED SPOT ELEVATIONS BOUNDARY /PROPERTY LINE DRAINAGE PIPE 3" PVC ORIFICE PIPE WITH MES TOP OF SLOPE - "' ®"'- "' -"'- HIGH WATER LINE mmmmmmmmmmm 100 YEAR FLOOD LINE ® ®® HP. .. HIGH POINT LINE - - WETLAND LINE ---- - - - - -- LOT /TRACT BOUNDARY /RIGHT -OF -WAY LINE - — — - BUFFER LINE EASEMENT LINE -120- _ = CONTOUR LINE ® DRAINAGE INLET KEY MAP ❑ CONTROL STRUCTURE • MANHOLE C3 MITERED END SECTION INDIVIDUAL SIGN MONUMENT SHOPPING CENTER SIGN MONUMENT F "STOP" SIGN DRAINAGE INLET 01 -��.. \ z I :' ' ( / ry h'% \ , / / y / YVETVAN I AE O N. L: X ° \ _ 11111:::: I N� I / / / / / l l U,) ppO rn r N TRACT 3 RETENTIO POND _. z \/m \ \. \, \ I r,. \ 29,059 S.F / / / / IIGH TWAT / \ I Y� E NE u o \ \ j` \\� '� / / \••, r::\ '\ , \U.66/ AC. , 1 1 I / / 7 , / / / / W LLI o `• TW = 125.00 I 1 I I / , / / / // / a' o \�;- . \.. MWL 123.38 5 YR. 96 H.) I , / / // / / / z ~tea \. ! / \ \ \ {' .✓ \�:. / < �� .. \ j` 124.45 0 YR. 24 �R.) I I II / / / / / / / U w n ro - NWL 119.00 cj' N (I I I ,tl / / / / l O 2 00 0 ff SHWT 119.50 FH _N d , - I / / / I ( a 0!: m Co \vx 1 \,'\ 7 �� � \ _ I ��� \ `r.: \ \ ( I 'I 1(h0 Y AR f�L00D LINE Z -' o Lu r IN LIJ FFE = 126.00 OD \ I I I I I I WA ER'9 ED�E \. \. \ \ h \ \. \, 11 ,, \.I ' \ ....... ... ........, ......._`..... ' I I I- _ I I I (1 - 21 -03) z .� DRAINAGE INLET P2 TOW TOP OF WALL MWL MAXIMUM WATER LEVEL (25 YEAR /96 HOURS) NWL NORMAL WATER LEVEL SHWT SEASONAL HIGH WATER TABLE FFE FINISHED FLOOR ELEVATION �. BUFFER�ZON� \ I :; i 19 l` a, 1 BEGIN R�TAIN`ING WALL FOR ENTRANCE ROAD Z Cl .J 20 &K AINAGE EASEMENT (TYO.) \ \ 2 CL I i ji BE 34N k:TAINtNG �VAL L FOR BRIDGE (BY FDOT) _j m C1 W J I II.. i 'i \ \ \ Q 07 V 0 0 ) k "" \ •\ �l AL \ \ \ \ Q ,1 f I -... — — — \ -------------- - - - - -- - - -- _ ' fi -fi \� \\ r - - -- -- -- - - - - -- ----- - - - - -- --- - - - -__ -- — - - - -- -- ___ _--- - --� —y �— r ILL L O X\ �_a�e Bennet : \ \ \ � � I I l \ \ ': \.. \, \ \ `•. f \, \�y \ . I � t t tl I N I FFE= 125 I I ` 1 ENDIRET�ININCfi WAIL F�R E\NTRANCE ROAD t - ............ _. �---- - .......... W 1$ 0 \ \ \ ---- . ......................- -....... _..._ W w ry d O .. CL' O d- m (> W _----------- — -------------- - - - - -- -- -`. —_— _— _--- �-- . -- ....... ................. ......... - ........................ ............................... N W m I- N LLI Z: �........ .............. .—........... N O —. C) ........ z o Ld w - -- ` - - - - -- o --- - - - - -- -- -- -- — —_ w D z L - ... ........... ............... San ..................... ....... F Q 0 fy Q ry C, I 0 a- 0 (1 SHEET PRELIMINARY - NOT FOR CONSTRUCTION 7 l t -o z W W O Z ry r) z Q z 0 ry 0 z Q m \\ \ \\. \\ \N -t'. , \l ` t , `t 't O `\ 'i\ O KEY MAP m „ If 1. SEE DRAINAGE REPORT FOR ? 3 I O z DRAINAGE BASIN MAP PROPOSED SPOT ELEVATIONS I 2. PILL STORM WATER PIPE JOINTS WILL BE ® i RAPED I WITH FILTER FABRIC PER FDOT INDEX 280 DRAINAGE INLET LEGEND ❑ I CONTROL STRUCTURE DS I I Q • MANHOLE I o BOUNDARY /PROPERTY LINE o MITERED END SECTION DRAINAGE PIPE INDIVIDUAL SIGN MONUMENT S' PVC ORIFICE PIPE WITH MES SHOPPING CENTER SIGN MONUMENT \ SCALE: NTS TOP OF SLOPE STOP SIGN HIGH WATER LINE DRAINAGE INLET P1 SEE SECTION X AT SHEET 9 100 YEAR FLOOD LINE o I `''> \ \ -� i •I \ HP DRAINAGE INLET P2 HIGH P01 I • NT LINE TOW TOP OF WALL WETLAND LINE MWL MAXIMUM WATER LEVEL (25 YEAR /96 HOURS) / \`\ ``\ \ I"::r' ---- - - - - -- LOT /TRACT BOUNDARY /RIGHT -OF -WAY LINE NWL NORMAL WATER LEVEL GRAPHIC SCALE BUFFER LINE SHWT 50 0 25 50 100 - SEASONAL HIGH WATER TABLE -120- - - CONTOUR LINE FFE FINISHED FLOOR ELEVATION O IN FEET) I vi 1 inch = 50 ft. I �i Of r (D �n d pr) cd —._. er — 7 7 -1 - - — — — — — — — _ ._ ......:mss .............-- .��..I, i--. .� .- ..� -;. \ I i W 0, 1 ( _ o \ Cv CN J/ U j ~yry~4 _ ....::...... \ \ / PbNDl3 RETENTION POND CATED MAINE STREET Lo P 0- \\ \ \\ ` \\ a J/ I I// , I ® a: \ / FOR REL \ 1 \ \ \. \ / I 1 48,049 S. -,2 \ \�/ 1 5:1 / I SIDE SLOPE o I MtjL = 120.50 25 YR. 96 HR.) I \ \ _ �• N L - 116.00 100 YR. 24 lP S WT = 117.00 / _..._.. _......._ .. N \1 I AREA AT ELEV. 2 = 48,049 S.F. \ \ '\ \ ��� / — \ -- -- - - - - -- - -- I /// \ / _ ORIFICE PIPE & COQ RO�ELEV. FOR CAL�&LATION - 118.00 _ `° - - o IF 0 -REC TED MAINE .. .......... 00 SA J in ZEO - - - - '`FL \ ?S 5.3 `- _ - ....... _ CO OO !] M ND MAINE STREETS `\ s O� -� — — — �- — — I \\ W W ��.o XT _ \ \ \ •I X xe1 000 / i I/ I / _ — i j ? .X \ \\ \\ J \\ FL, <> 2 AINAGE \ `FASS , hMEYVT (TYP\ ' \ \\ 1 1 \ // I Z _j CeCO 2 I I 7— �� ( N N I I \ \ 1 1\ > D LO t` / 'w \. LJ I I I NOTE: w , 1 \ \ 0) r SHOWN FOR PICTORIAL PURPOS \ w , \� �. , I - _ / 0J l J \.\ \' \\ �`%' �\ '`FFE =1200 I`' \. *. •,. I ,�S. ', I I It I I NOT TO E CONSTR I \\\ I \ �� \\ ` \' :� ,' %' \\ \`\ \ / �` 20� DRAINAGE EASEMENT TYP. i // ;' ;t I I � CTED IN I \� \ \ \\ \ \ �,� L.�.; I ;\ \ / °Q: \ \ ( ) ► / I w I I \ �� PHASE 1 / OR PHASE 2. Q - - -- ?ti 't t I / I 1 I I / \ \ ' \ \\ \ \\\ `,•; �' I \` \� f` I % % ° \ \ .'`° f'F_ N � it it 1 I I 1 TRACT 6 RETENTION POND \\ ` \\ \ \ \ / \:\ , ,'I` �\ /� s2 \ \ W i 1 8,086 S.F. c� \ \ \,.q _ _ I t t i 1 1 \ \ �'� \ I ` I/ N \ \ i / 0.1856 AC. \. 1 \ - i I 1 I = \ \ \\ 72.}x -- TOW 125.00 I .�\ I �� \. \� \ �\ \ �� � \ \ // _ _ _ _ - \ \ 2 1 1 I I I MWL = 122.66 YR. 96 H \ `. I . I ? \ \ / ��\. Z � .: _ 124.00 100 YR. 24 HRH) \ \ \ `� I \ �� �2 \ / / \ I f- W Q Z f€ N NWL = 117.00 \ `\ ` \ ` ��'/ �` / \ Q Q I I \ 1 I SHWT = 118.00 \\ \\ / \ \ f ° . y 2 \ \ / \ I W Z o Q OR PIPE & CONTRO ELEV. FOR CALCULATION = 118.00 W \ --I (n W 7 — _ . — — a— — — — —\ _. \ — \\ / `\ / ` >'• a 125 ,; .''� \ 1 -�:� ,\ �= / 2 5.3 J Q MATCHLINE 1 \ j W ` \...i I \/ / I \ \\ \ \\ ` ` � •. ✓ / � f \,\ : Y� � \ '\ `�, r , \ \ / 126. f � ..I � Q xv a. \ I •• � \ U Ld LLI FFE =126.00���` 1;. / '� / \ \ �1 \ O ry W Ld W r W \ 1 RACT 5 RETENTION o w 12,105 S.F. \ o \ \ m j f ' l :l 0.278 AC. 1l \ \ U z U W = 125.0 Ld cgs �'�,•� /.� \ MJN L = 123.4 25 YR. 96 HR.)) \ / \ \/ \ !- O Q O - - - - -- - -- _=- ,zz_ = - -- - - - - - - - - - - _ _ _ \\ \ j ` 125. / = 1 (100 YR. 24 HR.) \ \ \ \\ o CL o ry - .......-..:::: -:- 4 /\ NWL = 119.90 SHEET , 125 ' - / SHWT = 120.0d'- PRELIMINARY - NOT FOR CONSTRUCTION 8 I) vi w 0 w Ir- O Z 0 r) z Q _Z 0 Q ry 0 ( z Q n 10' LANDSCAPE BUFFER TYPICAL TRACTED RETENTION POND CROSS SECTION N.T.S. �. - k, — 1-CONTROL w STRUCTURE o z MWL TRACT 3 RETENTION POND = 123.38 25 YR . -96 HR.)) TOP 1OF = 124.45 100 YR.— 24 HR.) WEIR @ MWL TRACT 4 &5 RETENTION POND 123.41 25 YR. -96 HR MWL = 124.50 11DO YR.— 1 100 24 R.) > a � c 1.1.1 MWL TRACT 6 RETENTION POND = = 122.66 124.00 25 YR. -96 YR.— HR.) 24 HR.) ovN o °X C N�� U -OVERFLOW PIPE GEOGRID REINFORCEMENT 8 ,. 12' 12' 8 SOD M.E.S. TYPE D CURB TYPE D CURB 1% TYP. I% TYP. 3.1 rn 0.5% -- 48 LF - 12 "X18" ELLIPTICAL z TYPICAL DRIVEWAY ENTRANCE N.T.S. q PAVEMENT 8 ,P 12 12' 10' LANDSCAPE BUFFER SOD TYPE D CURB TYPE D CURB 1 % TYP. 1 %TY P. TYPICAL INTERNAL ROADWAY SECTION N.T.S. I 70' 10' i 2' 24.' 12' 24' 2' 3' LANDSCAPE (TYF i NATURAL I 2 -1/2" TYPE S III GROUND ASPHALTIC CONC. 2.0% 2.0% I 2' CURB & GUTTER 16" STANDARD TYPE F CONCRETE MEDIAN CURB (TYPE D) TYPICAL RELOCATED MAINE STREET SECTION N.T.S. r-42" ORNAMENTAL FENCE 10' SOD M.E.S. LANDSC BUFFER 6° I —CONC SIDEWALK SOD: ' 2.0% 3"0 PVC W /TEE REMOVABLE CAP d LJ z [if 3 �o � N a . a . 4" THICK CONCRETE PAD DETAIL - A N.T.S. ORIFICE INVERT ELEVATIONS TRACT 3 RETENTION POND = 119.00 TRACT 4 &5 RETENTION POND = 119.00 TRACT 6 RETENTION POND = 118.00 10' WIDE BERM ELEV. 122 i 8 , i i NATURAL GROUND 2.0% CONC SIDEWALK — 2' CURB & GUTTER TYPE F ELLIPTICAL PIPE SHOWN ISOMETRIC VIEW Varies :Joint Woven Or Non -Woven 12" 12" Filter Fabric Min. Min. Type D -3 (See Index 199) Securing Device ELLIPTICAL PIPE it Varies Joint 12" 12" Woven Or Non -Woven i Min. Min. Filter Fabric Securing Device ROUND PIPE PIPE SECTIONS Cost of filter fabric jacket to be included in cost of pipe culverts. FOR ALL PIPE TYPES - CONCRETE PIPE SHOWN #7 BAR VERT IN FILLED CELL @ # BAR IN FILLED CELL ADJACENT TO PIPE 6" HOOK w/ CONC I -- V ..,.—.. .,.. FILLED CELL TO PIPE R HORZ o_ Z 00 =R RWGS R HORZ 1!•/ D,-\r\ vr-r-\i nJ FILLED CELL U 16" U. U. INFLOW AND OUTFLOW PIPE SEALS AT PONDS WITH RETAINING WALLS N.T.S. FILTER FABRIC JACKET VARIES (SEE PLAN) MWL POND 3 (RELOCATED MAINE STREET) = 120.50 (25 YR. -96 HR.) - � MWL = 120.91 (100 YR.— 24 HR.) ---- --------------------------------------------------------------------------------------------------------------------------------------- - - - - -- ---------------------- _ \ 1 5 NWL TRACT 6 RETENTION POND = 116.00 V NWL 1 ----------------------------------------------------- -- N - -- - 17EL_ _1 14_00 ---- - - - - -- 1 2 [� 2 VARIES (SEE PLAN) T YPICAL POND 3 CROSS SECTION X - X (CONTROL STRUCTURE NOT SHOWN) N.T.S. 10' WIDE BERM ELEV. 122 RA 0i w o z U N -OVERFLOW PIPE GEOGRID REINFORCEMENT 8 ,. 12' 12' 8 SOD M.E.S. TYPE D CURB TYPE D CURB 1% TYP. I% TYP. 3.1 rn 0.5% -- 48 LF - 12 "X18" ELLIPTICAL z TYPICAL DRIVEWAY ENTRANCE N.T.S. q PAVEMENT 8 ,P 12 12' 10' LANDSCAPE BUFFER SOD TYPE D CURB TYPE D CURB 1 % TYP. 1 %TY P. TYPICAL INTERNAL ROADWAY SECTION N.T.S. I 70' 10' i 2' 24.' 12' 24' 2' 3' LANDSCAPE (TYF i NATURAL I 2 -1/2" TYPE S III GROUND ASPHALTIC CONC. 2.0% 2.0% I 2' CURB & GUTTER 16" STANDARD TYPE F CONCRETE MEDIAN CURB (TYPE D) TYPICAL RELOCATED MAINE STREET SECTION N.T.S. r-42" ORNAMENTAL FENCE 10' SOD M.E.S. LANDSC BUFFER 6° I —CONC SIDEWALK SOD: ' 2.0% 3"0 PVC W /TEE REMOVABLE CAP d LJ z [if 3 �o � N a . a . 4" THICK CONCRETE PAD DETAIL - A N.T.S. ORIFICE INVERT ELEVATIONS TRACT 3 RETENTION POND = 119.00 TRACT 4 &5 RETENTION POND = 119.00 TRACT 6 RETENTION POND = 118.00 10' WIDE BERM ELEV. 122 i 8 , i i NATURAL GROUND 2.0% CONC SIDEWALK — 2' CURB & GUTTER TYPE F ELLIPTICAL PIPE SHOWN ISOMETRIC VIEW Varies :Joint Woven Or Non -Woven 12" 12" Filter Fabric Min. Min. Type D -3 (See Index 199) Securing Device ELLIPTICAL PIPE it Varies Joint 12" 12" Woven Or Non -Woven i Min. Min. Filter Fabric Securing Device ROUND PIPE PIPE SECTIONS Cost of filter fabric jacket to be included in cost of pipe culverts. FOR ALL PIPE TYPES - CONCRETE PIPE SHOWN #7 BAR VERT IN FILLED CELL @ # BAR IN FILLED CELL ADJACENT TO PIPE 6" HOOK w/ CONC I -- V ..,.—.. .,.. FILLED CELL TO PIPE R HORZ o_ Z 00 =R RWGS R HORZ 1!•/ D,-\r\ vr-r-\i nJ FILLED CELL U 16" U. U. INFLOW AND OUTFLOW PIPE SEALS AT PONDS WITH RETAINING WALLS N.T.S. FILTER FABRIC JACKET VARIES (SEE PLAN) MWL POND 3 (RELOCATED MAINE STREET) = 120.50 (25 YR. -96 HR.) - � MWL = 120.91 (100 YR.— 24 HR.) ---- --------------------------------------------------------------------------------------------------------------------------------------- - - - - -- ---------------------- _ \ 1 5 NWL TRACT 6 RETENTION POND = 116.00 V NWL 1 ----------------------------------------------------- -- N - -- - 17EL_ _1 14_00 ---- - - - - -- 1 2 [� 2 VARIES (SEE PLAN) T YPICAL POND 3 CROSS SECTION X - X (CONTROL STRUCTURE NOT SHOWN) N.T.S. 10' WIDE BERM ELEV. 122 RA 0i 0 00 N z Uo z o °rno O N �� J W O0) .. 0 zCOz V > a � c 1.1.1 a: p o ,o W W ovN o °X C N�� U z F- i- LO to d P7 N •- IL " I Z O q J W W w^ w 0 W 0 o� 0 W w 00 N 00 V) N C C= 00 � z O < ts� C= LI i o ® a, J °} I— O z H z w J U Z fly W < � aI Q L Z Z W �m o0 wQ , Q Ir J 6z �- Z < Q J Q F- I= U ~ Ld 3 0 r _ �- V) d O Ql ry O w r- �� w N O Z Z O 5- w m W Z LLd 0 Q Of ry ry SHEET PRELIMINARY - NOT FOR CONSTRUCTION 9 8" MIN TYP 0 00 N Uo z o °rno N �� J W O0) .. 0 zCOz i > a � c 1.1.1 a: p o ,o W W ovN o °X C N�� U z F- (L 5n< O � IL " I Z O W w^ w 0 W o� 0 W 00 N 00 N H z w J U Z fly W < � aI Q L Z Z W �m o0 wQ , Q Ir J 6z �- Z < Q J Q F- I= U ~ Ld 3 0 r _ �- V) d O Ql ry O w r- �� w N O Z Z O 5- w m W Z LLd 0 Q Of ry ry SHEET PRELIMINARY - NOT FOR CONSTRUCTION 9 8" MIN TYP \ �. \ `' `��"\ \ \ �a cn CAP z 'Ile MATCHLINE 3 \ - -•_\:. ,;� ' ` `�, _ - =•= /-�- - -=�- -- -- - -�° - - •-- •-- •-- • - -• -- - ;;;i — - — — - — — - — — - — — - — — - — — - — — - — — - — — - — — - — — - — — - — — - — — - — — - — — - — — - — — - — — - — — - — — - — — - — — - — — - — — - — — - — — - — — - — — - — — - — — - — — - — — - — — - MATCHLINE1 I r Ms 'N \c AN CAP C WM 4 0 JUMPER CO N -_CTI NIF M 'N V X WATER LINE T RE , IM LINE I LIJ WATER X AP X 'P OV __Jon N. ............ easennent EXISTING lk 11C KEY MAP inn n n /%AA nv: 'I N"" X 1K 1% 1- O EXISTING UTILITY POLE DIP DUCTILE IRON PIPE j UTILITY LINE CROSSING ►4 GATE VALVE ► REDUCER WATER METER WITH DOUBLE CHECK BACKFLOW PREVENTION DEVICE SANITARY MANHOLE I 'co SANITARY CLEANOUT ►4+ FIRE HYDRANT ASSEMBLY _ BO 2" WATER LINE BLOW OFF ASSEMBLY z 0 U) 1 . 4 FIRE ...................................... ................. .............................. N \ ^ >:.::...,::. >:< DEPARTMENT CONNECTION (FDC) ................................... 12" WM REMOVE EXISTING WATER MAIN BACKFLOW _ �- PREVENTION ASSEMBLY Wm CAP POS POINT OF SERVICE ................ ...................... . .. . .... .......... LF LINEAR FEET ... .... .... .... .... .... .... .. ...... . ....................................................................... .......... . .................... . . ... ------- ... ... ... ... ... ... Tsv :1 N.' z. TAPPING SLEEVE & VALVE -: ............. ------------------ - ---- --------------- ----------- ...................... Z -.4 . ...... ... .... ... uj =F `7:' fm (TYP) TYPICAL .............. . ...... ...... .................... . ... 0 w 77 7. AAb TIE INTO EXISTING 18 fNSTALL . ..... MA-NHOLE _0 ry Gv GATE VALVE ... . ........ ............ .......... .......... . . . ........ ...... . . . ............. . . . . . . . . . . . . . . . . . . . . . . . - Obfli SIDE AN-D.-ABANDON ON NORT f SIB? ....... ....... . .................... .. . . . .. .................................................. .... M"S H e - 4- t cf) 90' ELBOW . ............. :� ............ . .................. — 1 N • 0.7� :;;iij:::�lng gravity s"ewer I TEE ............................................... . ... .................. 0 m < ............................................ . . ......... — ------- ....... . ........................ . . . . . ........................ ................. . .. ............................. ..... . ..... 0 0 rf C) ILLI .. .... .... .... .... .... .. -- ------------------ ............. ............... ............... _' .......... . ........................ . ................. ...................... ................... ............ . ....... --------- . ...................................................... existing gravity sewer I S-1 SAN ITARY SEWER MANHOLE # -- ------ .... j : *:--= ­­'­­*­*** 1 /Z 11 i _*_ I == - . ................................. Lu r- ........ ................... ............... ..... .. ... . . .. ..................... ......... _... i: W ---) .................................. ......................................... ................. ... ....... . ....... SADDLE SERVICE CONNECTION .... .... .... .. . C14 M C4 . . .... ............... ................ 04 0 ..... ............ ........ ............. .2 . . .....,.........L......_ .. ....... --- - --- ...... . ....................................................... . . . .................. ................. . . . . . ...................................... --------- . . WL WATER LINE . ... ... ... 0') :D FL FIRE LINE F. ----- - ......... – ----- ------- ... . ... .... ... . z . . ........ ................................ . ... .......... ..... . ..... . . ....................................... . ................................ ... . .... ......... . . . . . . ......... . =_ ---- -------- ...... ......................... . . ..... ...................... ------ ------ z 0 w Wm WATER MAI N ........... .................................. X ........................................................................... . . . . . ........... ......................................... ......... ........... _'_ ............ ... ........................................................ m ............ I., ............ ... . ...... . . ...... _ ........................... F– . . . ......................... . ......... . . ................. . ......................................................... . ......... 1_0 0 .... . . ......................... ................................ . ............ . ......... . . .... ............... . . . ....... STATE ROAD 50 w ILL! . . ......... .. . ........ . . . . n NOTE: -- - - ------- . ................................................... Gj ............. . ......... 0 < 0 ............ . ........ ...... . 1111111111111 Z: E� --- - ---- ......... ry ry 1. UTILITY & FIRE LINES SUBJECT ------- . . . . . ........ 0 CIL . ...... . ..... . . , .......................... . ...... . . . . . .... .... .... .... .... .... .... .... a- . . . . ........................................................ . . .... .... . E -----­------ - - . ......... ------- .......... ------------ . . T T . T ............... .............. ....... . ------- . ..... . ......... . ..... . . ..... --------------------------- SHEET ............... .. ... _. ......................................... . ... ... . .... .... .... .... .... .... .... .... - ­".." "i / F // PRELIMINARY — NOT FOR CONSTRUC110N . ... . ................ .......... TO CHANGED TO DEMAND ---- — ------- ........... .. .... .... .... .... .... .... -- — - – – --­---­----­--------------- . .... .... .... .... Ca ... .......... .. ..... nom„ ........... . 10 - --------- .............................. I 1/2 PREFORMED JOINT MATERIAL TO BE PLACED BETWEEN D.I.P. AND CONCRETE SLAB. --� 6" CONCRETE SLAB W/ NO. 6 x 6 - W10 x W10 (2500 P.S.I. CONCRETE) - DETECT C VALVE (FL/FL) (2 RE D) PLAN PIPE SUPPORTS (2 REQ'D) GATE VALVE - TEST COCK (TYP.) THREADED NIPPLE (TYP.) - 12 IYP.) (MIN. NOTE: INSERT BACKFLOW PREVENTION DEVICE WHEN REQUIRED BY THE CITY - 90° BEND - FLANGED JOINT - 12" (TYP.) CORPORATION CURB G RB STOP CORPORATION U- BRANCH STOP (1" MIN.) NOTE 3) STOP (1" MIN.) FITTING MARK WITH x TO SET TOP FINISH GRADE BOX WOOD PAINTED BLUE & WITH CURB STOP Z LOT NUMBERS 2 FINISHED GRADE -N11 CONCRETE COLLAR IN UNPAVED AREAS (SEE DETAILS) POLYETHYLENE B TU BING MIN.)J TUBING HYLENE (1" MIN.)j SINGLE METER BOX DOUBLE METER BOX AND WATER B C T R METER AND WATER M (BY CITY SINGLE SERVICE DOUBLE SERVICE CORPORATION STOP & FITTING (NORMALLY OPEN) AWWA TYPE CC THREADS TO METER BOX ASSEMBLY SADDLE R � POLYETHYLENE ✓ TUBING q 30 - 45 DEG. 90° BEND (MJ /MJ) RESTRAINED JOINTS WATER MAIN (2 REQUIRED) NOTES: 1. ALL FITTINGS SHALL BE BRASS WITH COMPRESSION /PACK JOINT TYPE CONNECTIONS. 2. NO SERVICE LINE SHALL TERMINATE UNDER A DRIVEWAY. PROFILE 3. EACH SERVICE SHALL TERMINATE AT A CURB STOP(S) WHICH 3. USE A BEDDING TO BE DETERMINED IN THE FIELD AS DIRECTED NOTES SHALL BE EXPOSED APPROXIMATELY 3' ABOVE FINAL GRADE AND TIED TO A 2" x 4" x 4" STAKE WITH THE TOP PAINTED BLUE AND MARKED WITH THE NUMBER OF THE LOT(S) TO BE SERVED. THRUST COLLAR IN 1. ALL ABOVE GROUND PIPE JOINTS 2 COURSES OF BRICK M' ACCORDANCE WITH SHALL BE FLANGED CITY OF OCOEE UTILITIES DEPARTMENT WATER SERVICE CONNECTION DETAILS STANDARD DRAWING ` ` ` ` ` „ CITY OF OCOEE UTILITIES DEPARTMENT AND PLANS APPROVED ANDVSHALLOBEPIPE DETECTOR CHECK VALVE ASSEMBLY BY THE CITY WATER SHALL NOT BE PERMITTED IN THE TRENCH DURING CONSTRUCTION. 12" (TYP.) (2 REQUIRED) CENTERED ON CROWN TRENCH IN VALVE SIZE "A" UNIMPROVED AREAS TRENCH WIDTH VARIES (3 MIN.) (SEE TYPE B W/ SIZE OF PIPE BEDDING AND TRENCHING DETAIL FOR OTHER RESTORATION.) DATE: AUG. 1990 4" 16 -1/2" FIG 500 BACKFLOW PREVENTER IN ACCORDANCE WITH PLANS APPROVED BY 6" 22 -1/2" 7. REFER TO SECTION 32.5 OF THE MANUAL FOR SHEETING AND BRACING SELECT COM - 8" 26 -1/2" GATE VALVE - TEST COCK (TYP.) THREADED NIPPLE (TYP.) - 12 IYP.) (MIN. NOTE: INSERT BACKFLOW PREVENTION DEVICE WHEN REQUIRED BY THE CITY - 90° BEND - FLANGED JOINT - 12" (TYP.) CORPORATION CURB G RB STOP CORPORATION U- BRANCH STOP (1" MIN.) NOTE 3) STOP (1" MIN.) FITTING MARK WITH x TO SET TOP FINISH GRADE BOX WOOD PAINTED BLUE & WITH CURB STOP Z LOT NUMBERS 2 FINISHED GRADE -N11 CONCRETE COLLAR IN UNPAVED AREAS (SEE DETAILS) POLYETHYLENE B TU BING MIN.)J TUBING HYLENE (1" MIN.)j SINGLE METER BOX DOUBLE METER BOX AND WATER B C T R METER AND WATER M (BY CITY SINGLE SERVICE DOUBLE SERVICE CORPORATION STOP & FITTING (NORMALLY OPEN) AWWA TYPE CC THREADS TO METER BOX ASSEMBLY SADDLE R � POLYETHYLENE ✓ TUBING q 30 - 45 DEG. 90° BEND (MJ /MJ) RESTRAINED JOINTS WATER MAIN (2 REQUIRED) NOTES: 1. ALL FITTINGS SHALL BE BRASS WITH COMPRESSION /PACK JOINT TYPE CONNECTIONS. 2. NO SERVICE LINE SHALL TERMINATE UNDER A DRIVEWAY. PROFILE 3. EACH SERVICE SHALL TERMINATE AT A CURB STOP(S) WHICH 3. USE A BEDDING TO BE DETERMINED IN THE FIELD AS DIRECTED NOTES SHALL BE EXPOSED APPROXIMATELY 3' ABOVE FINAL GRADE AND TIED TO A 2" x 4" x 4" STAKE WITH THE TOP PAINTED BLUE AND MARKED WITH THE NUMBER OF THE LOT(S) TO BE SERVED. (MIN. 2" CLEARANCE 1. ALL ABOVE GROUND PIPE JOINTS 2 COURSES OF BRICK M' ��i� ON WINE, ��� SHALL BE FLANGED CITY OF OCOEE UTILITIES DEPARTMENT WATER SERVICE CONNECTION DETAILS 1 ` ` ` ` ` „ CITY OF OCOEE UTILITIES DEPARTMENT FOR PIPE DIAMETER 24" AND LARGER. ANDVSHALLOBEPIPE DETECTOR CHECK VALVE ASSEMBLY GATE AUG. 1990 DWG: SERVCONN FIG 405 WATER SHALL NOT BE PERMITTED IN THE TRENCH DURING CONSTRUCTION. 12" (TYP.) CONCRETE COLLAR CENTERED ON CROWN TRENCH IN CENTERED ON UNIMPROVED AREAS TRENCH WIDTH VARIES (3 MIN.) (SEE TYPE B W/ SIZE OF PIPE BEDDING AND TRENCHING DETAIL FOR OTHER RESTORATION.) DATE: AUG. 1990 CIM DCCV FIG 500 BACKFLOW PREVENTER IN ACCORDANCE WITH PLANS APPROVED BY SERVICE THE CITY GATE VALVE _ UNION (2 REQUIRED) NOTES: 1. PIPE BEDDING: SELECT COMMON FILL COMPACTED TO 957. OF THE 90* BEND MAXIMUM DENSITY AS PER AASHTO T -180. (2 REQUIRED) 2. TRENCH BACKFILL: COMMON FILL COMPACTED TO 957. OF THE %\ MAXIMUM DENSITY AS PER AASHTO T -180. T.1 %%� 3. USE A BEDDING TO BE DETERMINED IN THE FIELD AS DIRECTED COMMON FILL FINAL GRADE - .- (MIN. 2" CLEARANCE BY 2 COURSES OF BRICK M' ��i� ON WINE, ��� 4. ( *): 15" MAX. FOR PIPE DIAMETER LESS THAN 24 ", AND 24" MAX. 1 ` ` ` ` ` „ ` ` ` FOR PIPE DIAMETER 24" AND LARGER. ANDVSHALLOBEPIPE �" ^ 5 . OR 1 DIAMETER T8 BY fi f•-- WATER SHALL NOT BE PERMITTED IN THE TRENCH DURING CONSTRUCTION. 12" (TYP.) CONCRETE COLLAR CENTERED ON 6. ALL PIPE TO BE INSTALLED WITH BELL FACING UPSTREAM TO THE CENTERED ON FROM WITH 4 BAR ALL L TO DIRECTION OF THE FLOW. OPERATING NUT MAIN AROU D (2 REQ SERVICE 7. REFER TO SECTION 32.5 OF THE MANUAL FOR SHEETING AND BRACING SELECT COM - GRADE mw PRE - PRIMED IN EXCAVATIONS. NOTES: AS REQ'D. 8. GRAVITY SEWERS SHALL UTILIZE TYPE A BEDDING, IF REQUIRED BY THE BEDDING ROCK 1. ALL PIPE AND FITTINGS 2" AND SMALLER SHALL BE 6" BEDDING ROCK CITY. BEDDING DEPTH SHALL BE 4" PIPE BEDDING THREADED SCHEDULE 40 GALVANIZED STEEL OR BRASS. 17-1 4' MINIMUM FOR PIPE DIAMETER LESS THAN 15 ", AND 6" MINIMUM FOR PIPE (SEE NOTE 8 & 9) SERVICE r MIN. DIAMETER 16" AND LARGER. COMPLETED CITY OF OCOEE UTILITIES DEPARTMENT 9, DEPTH FOR REMOVAL OF UNSUITABLE 'V-210 "� MATERIAL SHALL GOVERN DEPTH OF I I�9 -- -19`1- T REDUCED PRESSURE BEDDING ROCK BELOW THE PIPE. ;.o =° o' ° ° o:° ° O : ° O ° °° ao a•° ° ° ° „ ° °. ° ° °o e p ° o CITY SHALL DETERMINE IN THE BACKFLOW PREVENTER FIELD REQUIRED REMOVAL OF °e ° ° ° Oa ° oQ o oo eo ° o UNSUITABLE MATERIAL TO REACH SUITABLE FOUNDATION. ° a DAB AUG. 1990 DI: BPSS FlG: 501 TROWEL- FINISHED CONCRETE BENCHING CONCRETE BASE SEE MANHOLE S' F, `CONNECTION DETAILS SET COVERS FLUSH IN PAVED AREAS & AT ELEVATIIONS SHOWN IN UNPAVED AREAS. J -U mnn. J- EPDXY COA TAR COATINGS PER SPECIFICATIONS 4' -0" c BENCHING PER SPECIFICATIONS p c REINFORCEMENT AND JOINT DETAIL TO BE DESIGNED BY THE ENGINEER AND .... .... ......... APPROVED BY THE g o CITY BEDDING ROCK rAQT- IM-PI ArG OC -MANHOLE FRAME & COVER (SEE STANDARD DETAIL) - FRAMES BEDDED IN MORTAR 2 COURSES OF BRICK (MIN. 0 cy MIN. w a 11N. > -t 8" MIN. 9 "" 2" MIN. CONCRETE BASE ADJUSTABLE CAST IRON SEE NOTE 2 %%� #4 BARS ALL AROUND VALVE BOX RESILIENT SEAT (MIN. 2" CLEARANCE THICK CONC. PAD 2 COURSES OF BRICK M' ROUND PIPE.) BOX SHALL REST ON BEDDING ROCK NOT M. J. GATE VALVE A TYP. EACH VALVE BOX. N w TIE RODS INCLUDING ANDVSHALLOBEPIPE NUTS AND WASHERS f•-- (SEE SCHEDULE BELOW) Ir (6" MIN.) WATER CENTERED ON E REMOVED) C CENTERED ON MAIN DISC ANCHORED FINISHED OPERATING NUT CAST IRON FRAME OPERATING NUT IN CONC. PAD STAMP GRADE mw PRE - PRIMED /-AND COVER WITH O, O. . AS REQ'D. ° 36" SO • ACCESS LID. 6" BEDDING ROCK TYPE OF VALVE 4a d o 4" MAX. 17-1 4' NOTES: 1. PVC EXTENSIONS SHALL NOT BE USED ON VALVE BOX INSTALLATION. 2. THE ACTUATING NUT FOR DEEPER VALVES SHALL BE EXTENDED TO COME UP TO 2 FOOT DEPTH BELOW FINISHED GRADE. CITY OF OCOEE UTILITIES DEPARTMENT GATE VALVE AND BOX DETAIL DAM, AUG. 1990 DWG: GVSOX FIG: 400 HOSE NOZZLE 24" SQUARE 0 ROUND AND 6 THICK REINFORCED CONCRETE SHEAR PAD. SEE FINISHED GRADE NOTE # 1 O.C. UL AT 9" AROUND //� w N COMPACTED 4" x 4" x 1/2" BEARING PLATE #4 BARS UNDISTURBED i EARTH ENCASE TIE RODS IN 1 -1/2" PVC SLEEVE SCHEDULE OF DIMENSIONS AND MATERIALS PIPE DIMENSIONS TIE RODS REO D SIZE (INCHES)II A 1 ti 1 C 1 0 1 DIA I .._ 4' -O" MIN. L SEE TRENCH DETAILS 3" COVER FOR PIPE BEDDING REQUIREMENTS 1. ADDI IONAL REINFORCEMENTS SHALL BE S SPECIFIED BY THE ENGINEER. 2. MINI IUM COMPRESSIVE STRENGTH FOR CONCRETE SHALL BE 2500 PSI. 3. BEDI ING, BACKFILL, AND COMPACTION SHALL BE AS SPECIFIED ELSEWHERE IN TIE STANDARD DRAWINGS. 4. ALL CORM BOARDS SHALL BE REMOVED )IL TO BACKFILL. 5. NO I' LOWANCE SHALL BE MADE FOR FRIC jION BETWEEN THE PIPE WALL AND HE THRUST COLLAR. 6. D 1N PRESSURE: P.S.I.* NU-71i a•.ocx ARFAS TD BE cowulED ON EL156 t1F - � ( � 185. m Sq. Fl: SOL RESTRAINT W illi • SFE NOTE • M EE 101311R1PTED Rr ENT MM :ITY OF OCOEE UTILITIES DEPARTMENT WATER MAIN THRUST COLLAR DETAIL DWG: COLLAR FIG: 105 YDRANT OPERATING NUT AS 1 PUMPER NOZZLE SET TOP OF VALVE BOX FACING STREET TO FINISHED GRADE - z - VALVE COLLAR (SEE DETAIL) FINISHED GRADE 24" x 24" x 6" %%� #4 BARS ALL AROUND PAVED AREAS & AT - FRAMES BEDDED IN MORT, (MIN. 2" CLEARANCE THICK CONC. PAD 2 COURSES OF BRICK M' ROUND PIPE.) `__T MIN. (TYP.) A TYP. EACH VALVE BOX. N w TIE RODS INCLUDING EPDXY COAL TAR COATINGS c NUTS AND WASHERS f•-- (SEE SCHEDULE BELOW) Ir (6" MIN.) MECHANICAL JOINTS 4' -O" MIN. L SEE TRENCH DETAILS 3" COVER FOR PIPE BEDDING REQUIREMENTS 1. ADDI IONAL REINFORCEMENTS SHALL BE S SPECIFIED BY THE ENGINEER. 2. MINI IUM COMPRESSIVE STRENGTH FOR CONCRETE SHALL BE 2500 PSI. 3. BEDI ING, BACKFILL, AND COMPACTION SHALL BE AS SPECIFIED ELSEWHERE IN TIE STANDARD DRAWINGS. 4. ALL CORM BOARDS SHALL BE REMOVED )IL TO BACKFILL. 5. NO I' LOWANCE SHALL BE MADE FOR FRIC jION BETWEEN THE PIPE WALL AND HE THRUST COLLAR. 6. D 1N PRESSURE: P.S.I.* NU-71i a•.ocx ARFAS TD BE cowulED ON EL156 t1F - � ( � 185. m Sq. Fl: SOL RESTRAINT W illi • SFE NOTE • M EE 101311R1PTED Rr ENT MM :ITY OF OCOEE UTILITIES DEPARTMENT WATER MAIN THRUST COLLAR DETAIL DWG: COLLAR FIG: 105 YDRANT OPERATING NUT AS 1 PUMPER NOZZLE SET TOP OF VALVE BOX FACING STREET TO FINISHED GRADE - z - VALVE COLLAR (SEE DETAIL) FINISHED GRADE 24" x 24" x 6" %%� (SEE STANDARD DETAIL) PAVED AREAS & AT - FRAMES BEDDED IN MORT, ° °° °_° ° THICK CONC. PAD 2 COURSES OF BRICK M' WASTEWATER 4 COURSES MAX. 5" 2' -0" TYP. EACH VALVE BOX. N w PRE - MOLDED E EPDXY COAL TAR COATINGS c SEALER WITH P f•-- 3" DIA. BRONZE DISC FORCE MAIN CENTERED ON E REMOVED) C Z ANCHORED IN �ONC. PAD #4 BARS ALL (SEE NOTE R 1� Q D DISC ANCHORED FINISHED 4' x 4' PRECAST CONCRETE VAULT CAST IRON FRAME OPERATING NUT IN CONC. PAD STAMP GRADE mw PRE - PRIMED /-AND COVER WITH SIZE OF VALVE AS REQ'D. JOINT SURFACES 36" SO • ACCESS LID. V) w TYPE OF VALVE 4a d o 4" MAX. 17-1 4' / .-- GROUT F- SERVICE r MIN. ° COMPLETED Z Q 'V-210 "� I I�9 -- -19`1- T ° � DIRECTION & NO. 4" N " OPEN RNS TO !/�`���\.: `• . • ; no PREMOLDED PLASTIC „ VALVE BOX JOINT FILLER 2 VALVE (TYP.) AND ) COVER `" 5" WALLS (MIN.) 2" PORT WITH THREADED PLUG 2500 P.S.I. PIPE PLUG (TYP.) CUT OUT FOR FORCE CONCRETE MIN. ANCHORS 2" NIPPLE A5 REQUIREDTER MAIN 2" GATE VALVE SEE NOTE 2 UNIMPROVED CONDITION 2° NIPPLE SERVICE SADDLE TOP FLUSH WITH FITTINGS AND ° °° PER SPECIFICATION FINISHED GRADE ° o: °° SECTION 50.5.4 PIPE FOR ° ° °: ° °.• 9 - ASPHALT SURFACE A R.V. SHALL BE BRASS °• °° _ --BASE BEDDING ROCK 8 x 16" REINFORCED CONCRETE FOOTING. 4" x 4" x 18" LONG NOTES: ✓ACNE BOX MIN.) PRECAST POST 1. ABOVE DETAIL IS BASED ON 2" COMBINATION AIR VACUUM )TYF )COVER BRONZE DISC SEF IN RELEASE VALVE. CHANGE PIPE AND FITTINGS ACCORDINGLY z GROUT AS SHOWN FOR OTHER VALVE SIZES AND TYPES. VALVE SIZES TO BE O IMPROVED CONDTITION ABOVE. DETERMINED BY THE ENGINEER AND APPROVED BY THE CITY NOTES: PRIOR TO INSTALLATION. 1. BRONZE IDENTIFICATION DISC SHALL BE REQUIRED FOR ALL VALVES 16" AND 2. THE MINIMUM DIMENSION FROM TOP OF PIPE TO FINISHED W LARGER, OR AS REQUIRED BY THE CITY FOR CRITICAL OFFSITE VALVES. GRADE SHALL BE 4.0 FEET. ry r- Co I7 d- n cv 2. VALVE COLLAR DIMENSIONS MAY BE REDUCED TO 18" x 18" x 6" WHEN CITY OF OCOEE UTILITIES DEPARTMENT -J THE BRONZE IDENTIFICATION DISC CITY OF OCOEE UTILITIES DEPARTMENT IS NOT REQUIRED. AIR OR COMBINATION AIR /VACUUM VALVE COLLAR DETAIL RELEASE VALVE DETAIL u p DATE: 3/17/99 GWG' VALCOL FIG' O 107 DATE GWG: VACUUM FIG: N to 109 0 H 6L 00 UNDISTURBED PL FOR < LO SOIL (TYP.) EA FOR >I \ \ \ \ \�. \ \� TTEEE cm Lj 6" REINFORCED CONCRETE ® a COLLAR IN UNPAVED AREAS EDGE OF W OOCKING J "7 TRENCH -� ( j (TYP.) /\ PRUUG FOR O BACKFILL M J HYDRANT ADJUSTABLE CAST IRON VARIES Ol //\ '� U w SEE NOTE 2 A ANCHORING TEE SEE NOTE 1 . VALVE BOX SEE NOTE 4 z /. z w w "' II A BOX SHALL REST ON 25, i PIPF n n ��/j v �� M 1 173 BEDDING ROCK NOT SEE MANHOLE CONNECTION DETAILS �- TROWEL- FINISHED CONCRETE BENCHING MANHOLE FRAME & COVE %%� (SEE STANDARD DETAIL) PAVED AREAS & AT - FRAMES BEDDED IN MORT, ° °° °_° ° -� ° _ ° 2 COURSES OF BRICK M' WASTEWATER 4 COURSES MAX. 5" 2' -0" AND SHALL R E PIPE N w PRE - MOLDED E EPDXY COAL TAR COATINGS c SEALER WITH P PER SPECIFICATIONS 4' -0" INSIDE WALL FORCE MAIN CENTERED ON E REMOVED) C 0 CC 5" MIN N ¢ car OPERATING NUT SELECT COMMON mw PRE - PRIMED ^ 6" BEDDING ROCK JOINT SURFACES o�o•e V) w /� / / Fl o � MIN. ° COMPLETED Z 8" MIN. sQ U�EEZE A ur "� I I�9 -- -19`1- T ° � v 2" MIN. REINFORCEMENT AND JOINT DETAIL TO BE DESIGNED BY THE ENGINEER AND f APPROVED BY THE 9 „ CITY ---I 9'1-- BEDDING ROCK NOTES: 1. MANHOLE SHOWN IS FOR SEWER SIZE 8" THRU 24 ", SEE SECTION 20.4.3 OF THE MANUAL FOR MANHOLE DIAMETER FOR SEWERS LARGER THAN 24 ". 0) 2. DROP CONNECTIONS ARE REQUIRED WHENEVER INVERT OF INFLUENT SEWER IS 24" OR MORE ABOVE THE INVERT OF THE MANHOLE. SEE MANHOLE -p CONNECTION DETAILS. (� 3. APPROVED CONCENTRIC CONE DESIGN MAY BE USED AS AN ALTERNATIVE. J CITY OF OCOEE UTILITIES DEPARTMENT W PRECAST CONCRETE MANHOLE PLAN AND SECTION F-- DATE: DWG: FIG: AUG. 1990 MHPS 200 OUTSIDE WALL PRE - PRIMED JOINT SURFACES PRE - MOLDED PLASTIC JOINT SEALER WITH PROTECTIVE WRAPPER (WRAPPER TO BE REMOVED) SQUEEZE -OUT NOTES: 1. MANHOLE SHOWN IS FOR SEWER SIZE 8" THRU 24 ", SEE SECTION 20.4.3 OF THE MANUAL FOR MANHOLE DIAMETER FOR SEWERS LARGER THAN 24 ". 2. DROP CONNECTIONS ARE REQUIRED WHENEVER INVERT OF INFLUENT SEWER IS 24" OR MORE ABOVE THE INVERT OF THE MANHOLE. SEE MANHOLE CONNECTION DETAILS. 3. APPROVED CONCENTRIC CONE DESIGN MAY BE USED AS AN ALTERNATIVE. CITY OF OCOEE UTILITIES DEPARTMENT PRECAST CONCRETE MANHOLE PLAN AND SECTION DATE: DWG 04/o1/s2 � I FIG: 200A PR AT STANDARD DROP DETAIL W (HOLE TRANSITE COLLAR ENCASED IN NON- SHRINK GROUT FLUSH WITH MANHOLE WALL PVC OR DIP (SEE NOTE 2) PRECAST MANHOLE WALL SPECIAL DETAIL FOR 24" 1 IAMEfER PIPE AND LARGER STAINLESS STEEL PVC OR BAND DIP PIPE CLAMP TEEL RESILIENT CONNECTOR STANDARD PRECAST MANHOLE PIPE CONNECTION NOTES: 1. DROP PIPE AND FITTINGS SHALL BE OF EQUAL SIZE AND MATERIAL AS'I THE INFLUENT SEWER. 2. THE CITY MAY APPROVE ALTERNATE WATER TIGHT CONNECTION DETAILS FOR CONNECTION OF 24" DIAMETER PIPES AND LARGER. 3. AN OUTSIDE DROP CONNECTION SHALL BE REQUIRED FOR ALL INFLUENT CITY OF OCOEE UTILITIES; DEPARTMENT LINES WHICH HAVE AN INVERT 2' OR MORE ABOVE THE MANHOLE INVERT. MANHOLE CONNECT ON DETAILS DATE: DWG: I FIG; MHCON �� 201 6" BRANCH SEE NOTE 1 CLEAN -OUT L REMOVABLE 6" 45 WYE WITH SEE NOTE 1 PLUG BEND 6" BRANCH z LOT LINE DOUBLE � WYE - PLAN FINISHED GRADE SLOPE TO ?: DEPTH AT 1.09 MIN. /- (TYP-) - , TERMINAL DEPTH I 30 (TYP.) SPRING LINE AS REQUIRED FOR (SEE NOTE 3) SEWER MAIN "HOUSE" SERVICE (3' MIN.)(TYP.) SINGLE DOUBLE LATERAL LATERAL PROFILE NOTES: 1. CLEAN -OUT (SHOWN SHADED) SHALL BE INSTALLED BY THE BUILDER IN ACCORDANCE WITH STANDARD PLUMBING CODE. 2. LOCATE SINGLE LATERAL AS CLOSE TO LOT LINE AS POSSIBLE, 25' MAXIMUM. 3. INVERT OF SERVICE LATERAL SHALL NOT ENTER SEWER MAIN BELOW SPRING LINE. CITY OF OCOEE UTIUTIES DEPARTMENT SERVICE LATERAL DETAIL CROSS W /PLUG CROSS W/ TWO PLUGS WOOD FORM BOARDS BEHIND BELL SHALL NOT INTERFERE WITH JOINT (TYP.) CONCRETE THRUST / \ \% BLOCK (TYP.) A /2\X% \ TEE \ \ \i REA FOR 4 BEND AREA FOR TEE , AREA FOR \ / \\ TRENCH F (TYP.) TEE W/ WYE END PLUG BENDS OFFSET (AS REQ'D) NOTES: EDGE OF CROSSCUT 1. THRUST BLOCK BEARING AREAS SHALL BE POURED AGAINST UNDISTURBED UNDISTURBED MATERIAL. WHERE TRENCH WALL HAS BEEN SOIL (TYP.) UNDISTURBED DISTURBED, EXCAVATE ALL LOOSE MATERIAL AND EXTEND TO UNDISTURBED MATERIAL. 2. EXTEND THRUST BLOCK FULL LENGTH OF FITTINGS. TRENCH WIDTH = JOINTS SHALL NOT BE COVERED BY THRUST BLOCKS. � FITTINGS SHALL BE PROTECTED BY POLYETHYLENE FILM �_ (8 MIL.) PRIOR TO PLACING CONCRETE THRUST BLOCK. THRUST 3. ROUGH BLOCKING FORMS SHALL BE USED ALONG SIDES OF THRUST BLOCKS, AS REQUIRED. THRUST LOCK 4. THRUST BLOCKS SHALL BE USED IN COMBINATION, AS FITTING MIN AREA �SQ. FT.) REQUIRED, TO SUITE THE SPECIFIC FITTING ARRANGEMENT. CONCRETE 5. ALTERNATE DESIGNED RESTRAINING SYSTEMS SHALL BE TYPICAL SECTION THRUST BLOCK PROVIDED WHERE STANDARD THRUST BLOCKING IS NOT PIPE 90 45 22 -1/2 11 -1/4 TEE & DESIGN SIZE BEND BEND BEND BEND PLUG PRESS (INCHES) (SO FT) (SQ FT) (SQ M (SQ M (SQ M (PSI) 4 6 8 10 12 NOTE THRUST BLOCK AREAS TO BE COMPUTED ON BASIS OF Las. PER SO. FT. SOIL RFS1Rw+r [[ SoD MIN BEARNG. $EE NOTE * TO BE COMPLETED BY ENGINEER. SUITABLE AND /OR SOIL RESISTANCE BEARING IS LESS THAN 1500 PSF. 6. ALL WOOD BLOCKING SHALL BE PRESSURE TREATED WITH PRESERVATIVE. F Z W I U CITY OF OCOEE UTILITIES DEPARTMENT THRUST BLOCK DETAIL METALLIC LOCATING WIRE EARLY WARNING TAPE FINISHED GRADE l�Y�T i ,\ 1" MAX. PVC WATER MAIN OR FORCE MAIN � MAX F- METALLC LOCATING WIRE T NOTES: 1. PVC PIPE SHALL REQUIRE INSULATED METALLIC LOCATING WIRE (14 GAUGE COPPER) CAPABLE OF DETECTION BY A CABLE LOCATOR 2. AND SHALL BE BURIED DIRECTLY ABOVE THE CENTERLINE OF THE PIP LOCATING WIRE SHALL TERMINATE AT THE TOP OF EACH VALVE BOX 3. AND BE CAPABLE OF EXTENDING 12" ABOVE TOP OF BOX IN SUCH A MANNER SO AS NOT TO INTERFERE WITH VALVE OPERATION. USE DUCT TAPE AS NECESSARY TO HOLD WIRE DIRECTLY ON THE TOP OF THE PIPE. 4. EARLY WARNING TAPE IS REQUIRED IN ADDITION TO LOCATING WIRE AT DIRECTION OF CITY. CITY OF OCOEE UTILITIES DEPAR PVC PIPE LOCATING WIRE DETAIL 3/17/99 1 DWG INSTALL I FIG: 108 W CO FIG 103 W � Q J Q Z r ...! m W / ` .Y. 2 J J Q LLI F F- � U W O W ry _ CL (n E. D LT' d 0 m IZ Q III W r- U W N m a Z_ . - 0 Z 0 �- W tz) W Z U W W - 7) D CL � n SHEET PRELIMINARY - NOT FOR CONSTRUCT 12 ; %%� PAVED AREAS & AT ° °° °_° ° -� ° _ ° UNPAVED AREAS. WASTEWATER OUTSIDE WALL 5" 2' -0" AND SHALL R E PIPE cr- PRE - MOLDED E EPDXY COAL TAR COATINGS c SEALER WITH P PER SPECIFICATIONS 4' -0" PROTECTIVE WRAPPER FORCE MAIN CENTERED ON E REMOVED) C /� CC SQUEEZE -OUT B OPERATING NUT SELECT COMMON z ^ 6" BEDDING ROCK o�o•e /� / / Fl o � ° ° ° m Z RESILIENT SEAT GATE STANDARD INSTALLATION VALVE AND BOX ° � v (SEE DETAIL) ;.o =° o' ° ° o:° ° O : ° O ° °° ao a•° ° ° ° „ ° °. ° ° °o e p ° o t�i-'V °e ° ° ° Oa ° oQ o oo eo ° o ° a UNDISTURBED EARTH NO DEVELOPER MAY INSTALL THE SHEAR PAD 6" BEDDING ROCK CITY OF OCOEE UTILITIES DEPARTMENT RE UP TO 4 BELOW FINISHED GRADE AND SOD THE RECESSED TYPE A BEDDING =� °° ° ° " °�° °'° °�° ` ° ° ° 0 ° °° ° °° ° SECTION. AND TRENCHING DETAIL 2.CLEARANCE BETWEEN NOTES: BOTTOM OF BOLTS AND 1 . PVC EXTENSIONS SHALL NOT BE USED ON VALVE BOX INSTALLATION. TOP OF SHEAR PAD THE ACTUATING NUT FOR DEEPER VALVES SHALL BE EXTENDED TO DWG: '' ° ° °' ° ° °' ° ° °• ° ° °• ° ° °• ° ° °• ° ° °•° SHALL BE 6" MINIMUM. COME UP TO 4 FOOT DEPTH BELOW FINISHED GRADE. JAN. 1990 ABEDD FIG: 101 CITY OF OCOEE UTILITIES DEPARTMENT CITY OF OCOEE UTILITIES DEPARTMENT SECTION A -A FIRE HYDRANT ASSEMBLY DETAIL PLUG VALVE AND BOX DETAIL REVISED: AUG.,1995 DATE:3 17 99 GWG FH FIG: 402 DATE JAN. 1990 DWG: PVBOX FlG: 203 PRECAST TEE MANHOLE ;? .: .. ., . . WALL • IN FLUENT SEWER (SEE NOTE 3) .° ; • ; CONCRETE ENCASEMENT a; `::. 6 ° OF VERTICAL PIPE VARIES VA V ARIES _ L DROP PIPE II LOT LINE WYE WITH Ltj INLET CONNECTION .. (SEE NOTE 1) 04 6 BRANCH -SEWER MAIN AR AS REQUIRED 90° BEND 6" w 8 45° SIZE VARIES CLEAN OUT ,•:::.:: �- 2 „ z BEND WYE WITH (TYP.) REINFORCEMENT AND JOINT DETAIL TO BE DESIGNED BY THE ENGINEER AND f APPROVED BY THE 9 „ CITY ---I 9'1-- BEDDING ROCK NOTES: 1. MANHOLE SHOWN IS FOR SEWER SIZE 8" THRU 24 ", SEE SECTION 20.4.3 OF THE MANUAL FOR MANHOLE DIAMETER FOR SEWERS LARGER THAN 24 ". 0) 2. DROP CONNECTIONS ARE REQUIRED WHENEVER INVERT OF INFLUENT SEWER IS 24" OR MORE ABOVE THE INVERT OF THE MANHOLE. SEE MANHOLE -p CONNECTION DETAILS. (� 3. APPROVED CONCENTRIC CONE DESIGN MAY BE USED AS AN ALTERNATIVE. J CITY OF OCOEE UTILITIES DEPARTMENT W PRECAST CONCRETE MANHOLE PLAN AND SECTION F-- DATE: DWG: FIG: AUG. 1990 MHPS 200 OUTSIDE WALL PRE - PRIMED JOINT SURFACES PRE - MOLDED PLASTIC JOINT SEALER WITH PROTECTIVE WRAPPER (WRAPPER TO BE REMOVED) SQUEEZE -OUT NOTES: 1. MANHOLE SHOWN IS FOR SEWER SIZE 8" THRU 24 ", SEE SECTION 20.4.3 OF THE MANUAL FOR MANHOLE DIAMETER FOR SEWERS LARGER THAN 24 ". 2. DROP CONNECTIONS ARE REQUIRED WHENEVER INVERT OF INFLUENT SEWER IS 24" OR MORE ABOVE THE INVERT OF THE MANHOLE. SEE MANHOLE CONNECTION DETAILS. 3. APPROVED CONCENTRIC CONE DESIGN MAY BE USED AS AN ALTERNATIVE. CITY OF OCOEE UTILITIES DEPARTMENT PRECAST CONCRETE MANHOLE PLAN AND SECTION DATE: DWG 04/o1/s2 � I FIG: 200A PR AT STANDARD DROP DETAIL W (HOLE TRANSITE COLLAR ENCASED IN NON- SHRINK GROUT FLUSH WITH MANHOLE WALL PVC OR DIP (SEE NOTE 2) PRECAST MANHOLE WALL SPECIAL DETAIL FOR 24" 1 IAMEfER PIPE AND LARGER STAINLESS STEEL PVC OR BAND DIP PIPE CLAMP TEEL RESILIENT CONNECTOR STANDARD PRECAST MANHOLE PIPE CONNECTION NOTES: 1. DROP PIPE AND FITTINGS SHALL BE OF EQUAL SIZE AND MATERIAL AS'I THE INFLUENT SEWER. 2. THE CITY MAY APPROVE ALTERNATE WATER TIGHT CONNECTION DETAILS FOR CONNECTION OF 24" DIAMETER PIPES AND LARGER. 3. AN OUTSIDE DROP CONNECTION SHALL BE REQUIRED FOR ALL INFLUENT CITY OF OCOEE UTILITIES; DEPARTMENT LINES WHICH HAVE AN INVERT 2' OR MORE ABOVE THE MANHOLE INVERT. MANHOLE CONNECT ON DETAILS DATE: DWG: I FIG; MHCON �� 201 6" BRANCH SEE NOTE 1 CLEAN -OUT L REMOVABLE 6" 45 WYE WITH SEE NOTE 1 PLUG BEND 6" BRANCH z LOT LINE DOUBLE � WYE - PLAN FINISHED GRADE SLOPE TO ?: DEPTH AT 1.09 MIN. /- (TYP-) - , TERMINAL DEPTH I 30 (TYP.) SPRING LINE AS REQUIRED FOR (SEE NOTE 3) SEWER MAIN "HOUSE" SERVICE (3' MIN.)(TYP.) SINGLE DOUBLE LATERAL LATERAL PROFILE NOTES: 1. CLEAN -OUT (SHOWN SHADED) SHALL BE INSTALLED BY THE BUILDER IN ACCORDANCE WITH STANDARD PLUMBING CODE. 2. LOCATE SINGLE LATERAL AS CLOSE TO LOT LINE AS POSSIBLE, 25' MAXIMUM. 3. INVERT OF SERVICE LATERAL SHALL NOT ENTER SEWER MAIN BELOW SPRING LINE. CITY OF OCOEE UTIUTIES DEPARTMENT SERVICE LATERAL DETAIL CROSS W /PLUG CROSS W/ TWO PLUGS WOOD FORM BOARDS BEHIND BELL SHALL NOT INTERFERE WITH JOINT (TYP.) CONCRETE THRUST / \ \% BLOCK (TYP.) A /2\X% \ TEE \ \ \i REA FOR 4 BEND AREA FOR TEE , AREA FOR \ / \\ TRENCH F (TYP.) TEE W/ WYE END PLUG BENDS OFFSET (AS REQ'D) NOTES: EDGE OF CROSSCUT 1. THRUST BLOCK BEARING AREAS SHALL BE POURED AGAINST UNDISTURBED UNDISTURBED MATERIAL. WHERE TRENCH WALL HAS BEEN SOIL (TYP.) UNDISTURBED DISTURBED, EXCAVATE ALL LOOSE MATERIAL AND EXTEND TO UNDISTURBED MATERIAL. 2. EXTEND THRUST BLOCK FULL LENGTH OF FITTINGS. TRENCH WIDTH = JOINTS SHALL NOT BE COVERED BY THRUST BLOCKS. � FITTINGS SHALL BE PROTECTED BY POLYETHYLENE FILM �_ (8 MIL.) PRIOR TO PLACING CONCRETE THRUST BLOCK. THRUST 3. ROUGH BLOCKING FORMS SHALL BE USED ALONG SIDES OF THRUST BLOCKS, AS REQUIRED. THRUST LOCK 4. THRUST BLOCKS SHALL BE USED IN COMBINATION, AS FITTING MIN AREA �SQ. FT.) REQUIRED, TO SUITE THE SPECIFIC FITTING ARRANGEMENT. CONCRETE 5. ALTERNATE DESIGNED RESTRAINING SYSTEMS SHALL BE TYPICAL SECTION THRUST BLOCK PROVIDED WHERE STANDARD THRUST BLOCKING IS NOT PIPE 90 45 22 -1/2 11 -1/4 TEE & DESIGN SIZE BEND BEND BEND BEND PLUG PRESS (INCHES) (SO FT) (SQ FT) (SQ M (SQ M (SQ M (PSI) 4 6 8 10 12 NOTE THRUST BLOCK AREAS TO BE COMPUTED ON BASIS OF Las. PER SO. FT. SOIL RFS1Rw+r [[ SoD MIN BEARNG. $EE NOTE * TO BE COMPLETED BY ENGINEER. SUITABLE AND /OR SOIL RESISTANCE BEARING IS LESS THAN 1500 PSF. 6. ALL WOOD BLOCKING SHALL BE PRESSURE TREATED WITH PRESERVATIVE. F Z W I U CITY OF OCOEE UTILITIES DEPARTMENT THRUST BLOCK DETAIL METALLIC LOCATING WIRE EARLY WARNING TAPE FINISHED GRADE l�Y�T i ,\ 1" MAX. PVC WATER MAIN OR FORCE MAIN � MAX F- METALLC LOCATING WIRE T NOTES: 1. PVC PIPE SHALL REQUIRE INSULATED METALLIC LOCATING WIRE (14 GAUGE COPPER) CAPABLE OF DETECTION BY A CABLE LOCATOR 2. AND SHALL BE BURIED DIRECTLY ABOVE THE CENTERLINE OF THE PIP LOCATING WIRE SHALL TERMINATE AT THE TOP OF EACH VALVE BOX 3. AND BE CAPABLE OF EXTENDING 12" ABOVE TOP OF BOX IN SUCH A MANNER SO AS NOT TO INTERFERE WITH VALVE OPERATION. USE DUCT TAPE AS NECESSARY TO HOLD WIRE DIRECTLY ON THE TOP OF THE PIPE. 4. EARLY WARNING TAPE IS REQUIRED IN ADDITION TO LOCATING WIRE AT DIRECTION OF CITY. CITY OF OCOEE UTILITIES DEPAR PVC PIPE LOCATING WIRE DETAIL 3/17/99 1 DWG INSTALL I FIG: 108 W CO FIG 103 W � Q J Q Z r ...! m W / ` .Y. 2 J J Q LLI F F- � U W O W ry _ CL (n E. D LT' d 0 m IZ Q III W r- U W N m a Z_ . - 0 Z 0 �- W tz) W Z U W W - 7) D CL � n SHEET PRELIMINARY - NOT FOR CONSTRUCT 12 ; SET COVERS FLUSH IN PAVED AREAS & AT ELEVATIIONS SHOWN IN UNPAVED AREAS. 1' -6" MIN OUTSIDE WALL 5" 2' -0" PRE- PRIMED cr- PRE - MOLDED E EPDXY COAL TAR COATINGS c SEALER WITH P PER SPECIFICATIONS 4' -0" PROTECTIVE WRAPPER PER TO p p E REMOVED) C CC SQUEEZE -OUT B NOTES: 1. MANHOLE SHOWN IS FOR SEWER SIZE 8" THRU 24 ", SEE SECTION 20.4.3 OF THE MANUAL FOR MANHOLE DIAMETER FOR SEWERS LARGER THAN 24 ". 0) 2. DROP CONNECTIONS ARE REQUIRED WHENEVER INVERT OF INFLUENT SEWER IS 24" OR MORE ABOVE THE INVERT OF THE MANHOLE. SEE MANHOLE -p CONNECTION DETAILS. (� 3. APPROVED CONCENTRIC CONE DESIGN MAY BE USED AS AN ALTERNATIVE. J CITY OF OCOEE UTILITIES DEPARTMENT W PRECAST CONCRETE MANHOLE PLAN AND SECTION F-- DATE: DWG: FIG: AUG. 1990 MHPS 200 OUTSIDE WALL PRE - PRIMED JOINT SURFACES PRE - MOLDED PLASTIC JOINT SEALER WITH PROTECTIVE WRAPPER (WRAPPER TO BE REMOVED) SQUEEZE -OUT NOTES: 1. MANHOLE SHOWN IS FOR SEWER SIZE 8" THRU 24 ", SEE SECTION 20.4.3 OF THE MANUAL FOR MANHOLE DIAMETER FOR SEWERS LARGER THAN 24 ". 2. DROP CONNECTIONS ARE REQUIRED WHENEVER INVERT OF INFLUENT SEWER IS 24" OR MORE ABOVE THE INVERT OF THE MANHOLE. SEE MANHOLE CONNECTION DETAILS. 3. APPROVED CONCENTRIC CONE DESIGN MAY BE USED AS AN ALTERNATIVE. CITY OF OCOEE UTILITIES DEPARTMENT PRECAST CONCRETE MANHOLE PLAN AND SECTION DATE: DWG 04/o1/s2 � I FIG: 200A PR AT STANDARD DROP DETAIL W (HOLE TRANSITE COLLAR ENCASED IN NON- SHRINK GROUT FLUSH WITH MANHOLE WALL PVC OR DIP (SEE NOTE 2) PRECAST MANHOLE WALL SPECIAL DETAIL FOR 24" 1 IAMEfER PIPE AND LARGER STAINLESS STEEL PVC OR BAND DIP PIPE CLAMP TEEL RESILIENT CONNECTOR STANDARD PRECAST MANHOLE PIPE CONNECTION NOTES: 1. DROP PIPE AND FITTINGS SHALL BE OF EQUAL SIZE AND MATERIAL AS'I THE INFLUENT SEWER. 2. THE CITY MAY APPROVE ALTERNATE WATER TIGHT CONNECTION DETAILS FOR CONNECTION OF 24" DIAMETER PIPES AND LARGER. 3. AN OUTSIDE DROP CONNECTION SHALL BE REQUIRED FOR ALL INFLUENT CITY OF OCOEE UTILITIES; DEPARTMENT LINES WHICH HAVE AN INVERT 2' OR MORE ABOVE THE MANHOLE INVERT. MANHOLE CONNECT ON DETAILS DATE: DWG: I FIG; MHCON �� 201 6" BRANCH SEE NOTE 1 CLEAN -OUT L REMOVABLE 6" 45 WYE WITH SEE NOTE 1 PLUG BEND 6" BRANCH z LOT LINE DOUBLE � WYE - PLAN FINISHED GRADE SLOPE TO ?: DEPTH AT 1.09 MIN. /- (TYP-) - , TERMINAL DEPTH I 30 (TYP.) SPRING LINE AS REQUIRED FOR (SEE NOTE 3) SEWER MAIN "HOUSE" SERVICE (3' MIN.)(TYP.) SINGLE DOUBLE LATERAL LATERAL PROFILE NOTES: 1. CLEAN -OUT (SHOWN SHADED) SHALL BE INSTALLED BY THE BUILDER IN ACCORDANCE WITH STANDARD PLUMBING CODE. 2. LOCATE SINGLE LATERAL AS CLOSE TO LOT LINE AS POSSIBLE, 25' MAXIMUM. 3. INVERT OF SERVICE LATERAL SHALL NOT ENTER SEWER MAIN BELOW SPRING LINE. CITY OF OCOEE UTIUTIES DEPARTMENT SERVICE LATERAL DETAIL CROSS W /PLUG CROSS W/ TWO PLUGS WOOD FORM BOARDS BEHIND BELL SHALL NOT INTERFERE WITH JOINT (TYP.) CONCRETE THRUST / \ \% BLOCK (TYP.) A /2\X% \ TEE \ \ \i REA FOR 4 BEND AREA FOR TEE , AREA FOR \ / \\ TRENCH F (TYP.) TEE W/ WYE END PLUG BENDS OFFSET (AS REQ'D) NOTES: EDGE OF CROSSCUT 1. THRUST BLOCK BEARING AREAS SHALL BE POURED AGAINST UNDISTURBED UNDISTURBED MATERIAL. WHERE TRENCH WALL HAS BEEN SOIL (TYP.) UNDISTURBED DISTURBED, EXCAVATE ALL LOOSE MATERIAL AND EXTEND TO UNDISTURBED MATERIAL. 2. EXTEND THRUST BLOCK FULL LENGTH OF FITTINGS. TRENCH WIDTH = JOINTS SHALL NOT BE COVERED BY THRUST BLOCKS. � FITTINGS SHALL BE PROTECTED BY POLYETHYLENE FILM �_ (8 MIL.) PRIOR TO PLACING CONCRETE THRUST BLOCK. THRUST 3. ROUGH BLOCKING FORMS SHALL BE USED ALONG SIDES OF THRUST BLOCKS, AS REQUIRED. THRUST LOCK 4. THRUST BLOCKS SHALL BE USED IN COMBINATION, AS FITTING MIN AREA �SQ. FT.) REQUIRED, TO SUITE THE SPECIFIC FITTING ARRANGEMENT. CONCRETE 5. ALTERNATE DESIGNED RESTRAINING SYSTEMS SHALL BE TYPICAL SECTION THRUST BLOCK PROVIDED WHERE STANDARD THRUST BLOCKING IS NOT PIPE 90 45 22 -1/2 11 -1/4 TEE & DESIGN SIZE BEND BEND BEND BEND PLUG PRESS (INCHES) (SO FT) (SQ FT) (SQ M (SQ M (SQ M (PSI) 4 6 8 10 12 NOTE THRUST BLOCK AREAS TO BE COMPUTED ON BASIS OF Las. PER SO. FT. SOIL RFS1Rw+r [[ SoD MIN BEARNG. $EE NOTE * TO BE COMPLETED BY ENGINEER. SUITABLE AND /OR SOIL RESISTANCE BEARING IS LESS THAN 1500 PSF. 6. ALL WOOD BLOCKING SHALL BE PRESSURE TREATED WITH PRESERVATIVE. F Z W I U CITY OF OCOEE UTILITIES DEPARTMENT THRUST BLOCK DETAIL METALLIC LOCATING WIRE EARLY WARNING TAPE FINISHED GRADE l�Y�T i ,\ 1" MAX. PVC WATER MAIN OR FORCE MAIN � MAX F- METALLC LOCATING WIRE T NOTES: 1. PVC PIPE SHALL REQUIRE INSULATED METALLIC LOCATING WIRE (14 GAUGE COPPER) CAPABLE OF DETECTION BY A CABLE LOCATOR 2. AND SHALL BE BURIED DIRECTLY ABOVE THE CENTERLINE OF THE PIP LOCATING WIRE SHALL TERMINATE AT THE TOP OF EACH VALVE BOX 3. AND BE CAPABLE OF EXTENDING 12" ABOVE TOP OF BOX IN SUCH A MANNER SO AS NOT TO INTERFERE WITH VALVE OPERATION. USE DUCT TAPE AS NECESSARY TO HOLD WIRE DIRECTLY ON THE TOP OF THE PIPE. 4. EARLY WARNING TAPE IS REQUIRED IN ADDITION TO LOCATING WIRE AT DIRECTION OF CITY. CITY OF OCOEE UTILITIES DEPAR PVC PIPE LOCATING WIRE DETAIL 3/17/99 1 DWG INSTALL I FIG: 108 W CO FIG 103 W � Q J Q Z r ...! m W / ` .Y. 2 J J Q LLI F F- � U W O W ry _ CL (n E. D LT' d 0 m IZ Q III W r- U W N m a Z_ . - 0 Z 0 �- W tz) W Z U W W - 7) D CL � n SHEET PRELIMINARY - NOT FOR CONSTRUCT 12 ; SUITABLE AND /OR SOIL RESISTANCE BEARING IS LESS THAN 1500 PSF. 6. ALL WOOD BLOCKING SHALL BE PRESSURE TREATED WITH PRESERVATIVE. F Z W I U CITY OF OCOEE UTILITIES DEPARTMENT THRUST BLOCK DETAIL METALLIC LOCATING WIRE EARLY WARNING TAPE FINISHED GRADE l�Y�T i ,\ 1" MAX. PVC WATER MAIN OR FORCE MAIN � MAX F- METALLC LOCATING WIRE T NOTES: 1. PVC PIPE SHALL REQUIRE INSULATED METALLIC LOCATING WIRE (14 GAUGE COPPER) CAPABLE OF DETECTION BY A CABLE LOCATOR 2. AND SHALL BE BURIED DIRECTLY ABOVE THE CENTERLINE OF THE PIP LOCATING WIRE SHALL TERMINATE AT THE TOP OF EACH VALVE BOX 3. AND BE CAPABLE OF EXTENDING 12" ABOVE TOP OF BOX IN SUCH A MANNER SO AS NOT TO INTERFERE WITH VALVE OPERATION. USE DUCT TAPE AS NECESSARY TO HOLD WIRE DIRECTLY ON THE TOP OF THE PIPE. 4. EARLY WARNING TAPE IS REQUIRED IN ADDITION TO LOCATING WIRE AT DIRECTION OF CITY. CITY OF OCOEE UTILITIES DEPAR PVC PIPE LOCATING WIRE DETAIL 3/17/99 1 DWG INSTALL I FIG: 108 W CO FIG 103 W � Q J Q Z r ...! m W / ` .Y. 2 J J Q LLI F F- � U W O W ry _ CL (n E. D LT' d 0 m IZ Q III W r- U W N m a Z_ . - 0 Z 0 �- W tz) W Z U W W - 7) D CL � n SHEET PRELIMINARY - NOT FOR CONSTRUCT 12 ; CITY OF OCOEE UTILITIES DEPARTMENT THRUST BLOCK DETAIL METALLIC LOCATING WIRE EARLY WARNING TAPE FINISHED GRADE l�Y�T i ,\ 1" MAX. PVC WATER MAIN OR FORCE MAIN � MAX F- METALLC LOCATING WIRE T NOTES: 1. PVC PIPE SHALL REQUIRE INSULATED METALLIC LOCATING WIRE (14 GAUGE COPPER) CAPABLE OF DETECTION BY A CABLE LOCATOR 2. AND SHALL BE BURIED DIRECTLY ABOVE THE CENTERLINE OF THE PIP LOCATING WIRE SHALL TERMINATE AT THE TOP OF EACH VALVE BOX 3. AND BE CAPABLE OF EXTENDING 12" ABOVE TOP OF BOX IN SUCH A MANNER SO AS NOT TO INTERFERE WITH VALVE OPERATION. USE DUCT TAPE AS NECESSARY TO HOLD WIRE DIRECTLY ON THE TOP OF THE PIPE. 4. EARLY WARNING TAPE IS REQUIRED IN ADDITION TO LOCATING WIRE AT DIRECTION OF CITY. CITY OF OCOEE UTILITIES DEPAR PVC PIPE LOCATING WIRE DETAIL 3/17/99 1 DWG INSTALL I FIG: 108 W CO FIG 103 W � Q J Q Z r ...! m W / ` .Y. 2 J J Q LLI F F- � U W O W ry _ CL (n E. D LT' d 0 m IZ Q III W r- U W N m a Z_ . - 0 Z 0 �- W tz) W Z U W W - 7) D CL � n SHEET PRELIMINARY - NOT FOR CONSTRUCT 12 ; • • 01 n z 0 V) LLJ ry n Lli LIJ ry 04 w z m QI 0 GRAPHIC SCALE 50 0 25 50 100 IN FEET 1 inch = 50 ft. LEGEND: BOUNDARY/PROPERTY LINE PROPOSED LOT BOUNDARY 0 EXISTING TREES TO REMAIN L 0 EXISTING TREES TO BE REMOVED 123 0 TREE ID NUMBER (SEE SHEET 15 FOR DETAILS) KEY MAP ...... . ...... .............. SCALE: NTS 0 zu 100 YEAR FLOOD LINE Q W 7 11" U 3 1 Co 8 11 26" .4- 216 21 * i 38' \28 i i 1 00 "A 1J s eetgum 15" 0\ 0 2 lu / \\�3weeigHrn 1 � 9 11 11 1 120" IN ......................... z 3 TO CITY OF OCO 14 It 5' R.O.W. CONVEYANCE V 0 24-.* FL: EE .. ............ u ll a w 15" A% 214:. ) 24" _1 0 ;,� I , `\ ou C10 \ \ 01 2" 14" 14" IMATJHLINE 101, 9 0 POIN - -- -- •-- •-- •-- •-- •-- •-- •-- •-- • - -• - -• - --- --- --- --- ---- _Q1 4" 264 10" 17 - ­­ ----------------- --•--• MATCHLINE 1 _a :n,pwn 0 24 " 255 1 9" 11 ( 7 6 -- --- ------ --- " 0 ,11 it 024" 9 1, 8 08 0 ( w 8 254 0 40" 1 14" 36": 01 257 09" Cb, 1 01 Q 1 01.3" 274 C)l 2" 4" 48 V , 2C�*, g 09" 4 r 12" Q25" 8 " 09" 2" C)l 2" 61 18 0 310 ' 24 9, &C 256 15" 08" .15" 3 01 4 0 81, 0 it$ 1 9 11 5 15 8" r) 08 8 8 (D110" (08" 08" 01 1 oi*1 7," 5" ........... I I 036" 301 304, 30" 10 1$t 15 13 18 40 " 11 20 ?� 18" 0" 36" 25 151\ 24" .1 3 Xw" 2 263 241 15 14 2 0 28" 20" 25 � 0 d 0 0182 0251 \ C o ls @ & X", 0 V 18 25. 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Z_ \N, Ld 08. ............. .................. .................. ..................... ­* ...................... > .................................. 0 < < ry ry Cy 0 --- — ------ ............ ................................. *****'*'***** ............... ­ .............. .......... 13 C ,� l oil 338 ....................................................................................... ........................................ . . ... .. . ............................................................... . . ................................................... 24" 08 0 2- >/ 0 26" 13 1, 3 6 , N 28 SHEET PRELIMI -NOT FOR CONSTRUCTIO -Y1 46 PRELI - _Z_ 15 I� c TREE SURVEY LIST "''! z L;_i Q TAG NUMBER COMMON NAME SIZ /DIA. (INC CONDIl10N HEIGHT / FI' TAG NUMBER COMMON NAME SIZE /DIA. (INCH) ; CONDITION _HEIGHT / FT TA N ° G UMBER COMMON NAME SIZE /DIA. (INCH) CONDITION _HEIGHT / FT 101 LIVE OAK 36 70% 45 216 LIVE OAK 30 65% 102 LIVE OAK 34 55% 50 217 LIVE OAK 40 40 331 LAUREL OAK 24 70% 103 LIVE OAK 38 65% 50 218 LAUREL OAK 36 I 55� 45 332 LIVE OAK 60% 45 104 LAUREL OAK 24 28 ° 45 65% 50 70% 50 219 LIVE OAK 36 I 105 TAG NOT USED 220 LIVE OAK 24 II 65% NO ACCESS 106 LAUREL OAK 40 70% 50 221 LIVE OAK 40 OAK SPP 41 107 LAUREL OAK 26 65% 50 48 ( 70% 45 OAK SPP 30 108 LAUREL OAK 25 75% 40 222 LAURE OAK SPP L OAK 32 II 70% 50 36 223 LAUREL OAK 25 I OAK SPP 109 LAUREL OAK 24 80% 40 65% 50 25 224 LAUREL OAK 30 65% I 110 LIVE OAK 27 75% 40 225 LAUREL OAK 50 OAK SPP 24 OA K SPP 25 111 LAUREL OAK 24 75% 40 42 II 65% 50 112 LAUREL OAK 36 70% 226 LAUREL OAK 28 () 70% 36 45 227 LAUREL OAK 30 I 55% LIVE OAK LIVE OAK 30 70% 45 65% 40 228 113 LAUREL OAK 28 LAUREL OAK 45 50 LIVE OAK 70 % 45 36 40 it 60% 45 114 LIVE OAK 24 60% 45 229 LAUREL OAK 32 (I 70% OAK SPP 34 65% 45 115 LAUREL OAK 24 65% 45 230 LAUREL OAK 45 SWEETGUM 38 231 116 LAUREL OAK 24 65% 45 30 CC 60% 45 SWEETGUM 40 AK 117 LAUREL OAK 32 70% LAUREL OAK 28 65% 45 33 7 45 232 LAUREL O 3 6 II 5% 118 LAUREL OAK 40 65% 35 233 LAUREL OAK 3 1 75% UNABLE TO LOCATE OAK SPP 119 LAUREL OAK 24 70% 40 234 LAUREL OAK 45 24 OAK SPP 120 LAUREL OAK 24 70% 45 38 11 75% 24 45 OA K SPP 50 121 LIVE OAK 21 65% 235 LAUREL OAK 36 II 50% 40 26 236 LAUREL OAK 42 II 80% 50 OAK SPP 26 (n 122 LAUREL OAK 28 65% 40 123 LAUREL OAK "28 18" 237 LAUREL OAK 60 OAK SPP 30 Z 70% 40 238 II 70% 50 OAK SPP O 124 LAUREL OAK 45 60% 40 LAUREL OAK 3 0 36 II 75% 45 125 WATER OAK 30 70% 239 OAK SPP 38 0 LAUREL OAK 30 1 60% 45 40 240 LAUREL OAK 30 65% 126 LIVE OAK 36 70% 40 241 LAUREL OAK 36 it 6 5% 50 OAK SPP 40 OAK 242 LAUREL OAK 30 it 65 SPP 34 co d M cv •- 127 LIVE OAK 28 70% 40 % OAK SPP 30 128 WATER OAK 24 75% 30 243 LAUREL OAK 50 OAK SPP 40 -� 26 II 65% 5p w 9 WATER OAK 24 75% 30 244 LAUREL OAK 24 II 55% 45 OAK SPP 28 13 � 13 LIVE OAK 26 75% 35 245 1 LAUREL OAK 24 II 55% OAK SPP 36 132 WATER OAK 70% 1 WATER OAK 24 75% 35 246 LIVE OAK 28 11 70% 45 OAK SPP 30 0 "2 OAK SPP 40 247 LIVE OAK 24 I 65% 45 24 ui 133 WATER OAK "22 18" 65% 45 248 OAK SPP 36 ¢ C ® 30 � 134 LAUREL OAK 24 65% LAUREL OAK 28 ° OAK SPP z C= a) 135 LAUREL OAK "22 15 10" 70% 30 249 LIVE OAK 24 I 70% 45 32 250 NOT USED OAK SPP (4) 136 WATER OAK 24 65% 40 2511 LIVE OAK 24 ( (I 55% OAK SPP 38 Q ® u) 40 45 C) # LAUREL OAK 48 80% 50 252 LAUREL OAK OAK SPP ° 36 139 LAUREL OAK 20 24" 65% 50 138 LIVE OAK 28 80% 253 LIVE OAK 24 I 60% 45 OAK SPP " OAK SPP 34 140 ®l LAUREL OAK 40 65% 254 LAUREL OAK 24 751; 40 26 Q 50 255 LIVE OAK 40 65% 40 OAK SPP "24 24" 141 LIVE OAK 28 60% 50 256 215 .� 142 LAUREL OAK 24 65% LIVE OAK 40 70% 45 40 257 LAUREL OAK 24 65% 45 143 LAUREL OAK 28 65% 50 258 LIVE OAK 28 I) 70% �-- 144 LIVE OAK 24 70% 50 LIVE OAK 75% 45 45 O 145 LIVE OAK 28 70% 259 36 II z 50 146 260 LAUREL OAK 32 70% 45 LAUREL OAK 36 65% 55 261 LIVE OAK 24 147 LIVE OAK 80 60% 45 262 NOT TAGGED LAUREL OAK 70% 45 148 LAUREL OAK 24 75% 50 24 a 65% 45 263 LAUREL OAK 149 LIVE OAK 36 65% 45 28 60% 40 264 LIVE OAK 36 65% 150 LIVE OAK 24 70% 50 265 LIVE OAK 45 151 LAUREL OAK 40 65% 50 36 75% 40 266 LAUREL OAK 38 152 LIVE OAK 26 65% 50 11 75% 40 0 267 LAUREL OAK 36 co 153 LAUREL OAK 24 65% 50 268 50 LAUREL OAK 80% 50 M 154 WATER OAK 36 75% 48 70% 45 155 269 LAUREL OAK 36 80% 45 U o LIVE OAK 24 50% 35 270 NOT TAGGED LAUREL OAK 40 75%0 z afo 156 LAUREL OAK 34 65% 55 ii 70% 50 0 _ ono 157 WATER OAK 24 70% LAUREL OAK 42 35 272 ,� 50 271 LAUREL OAK 24 () 80% 45 _i LAUREL OAK 158 LIVE OAK 24 60% 50 273 w o 159 LIVE OAK 3p 70q; 36 II 70% 30 w zCOz 45 274 LAUREL OAK 25 " 65% 40 160 LIVE OAK 38 75% 55 275 LAUREL OAK 161 LIVE OAK 52 50 24 65% W �o 0 55% 276 LIVE OAK 35 0 162 LIVE OAK 32 80% 55 277 30 60 % 40 W w C o 0 163 LIVE OAK 40 LAUREL OAK 26 70% 40 O o , c: 80% 55 278 LAUREL OAK 28 70% 40 ox o 164 LIVE OAK 26 80% 55 279 LAUREL OAK 24 II 70% z �� 165 LIVE OAK 24 60% 50 280 LAUREL OAK 24 11 70% 45 U w �ItQ 166 LIVE OAK 38 65% 45 45 O �� o 167 LIVE OAK 40 281 LAUREL OAK 28 70% 50 80% 50 282 LAUREL OAK 28 70% 50 I CL ��, Q) 168 LIVE OAK 36 75% 50 283 Z 0 0� U 169 LIVE OAK 36 65% 45 LAUREL OAK "24 24" 65% z 5 Of 0 284 LIVE OAK "20 12 1 1 " 70% 45 w 170 LIVE OAK 40 80% 55 > Q 171 LAUREL OAK 28 285 LIVE OAK 28 II 65% 55% 45 45 286 LAUREL OAK 28 NOT w 172 LIVE OAK 36 55% 40 287 TAGGED LAUREL OAK ) 70% 45 j o 173 LAUREL OAK 41 55% 50 36 70 % 1 45 CD CD 174 LAUREL OAK 30 5 288 LAUREL OAK 36 ! 55% 40 50 289 LAUREL OAK 28 II 55% 40 0 175 LIVE OAK "40 40" 75% 40 290 LAUREL OAK 36 I 176 LIVE OAK 25 80% 40 75 % 50 177 LIVE OAK 25 40 292 LAUREL OAK 24 60% 40 80% LIVE OAK 26 65% 40 Z 178 LIVE OAK 25 80% 45 293 179 LIVE OAK 25 80% 45 LIVE OAK 24 65% W 294 40 J 180 LAUREL OAK 30 75 LAUREL OAK 24 85% 40 U 45 295 LIVE OAK 25 60% 181 LIVE OAK 36 70% 45 296 LIVE OAK 34 60% 40 182 LIVE OAK 30 70% 45 297 LIVE OAK 40 183 LAUREL OAK $ '3 4 26 " 65% 50 24 65% 40 184 LAUREL OAK 24 298 LAUREL OAK 24 65% 45 80% 50 299 LAUREL OAK 24 70% 185 LIVE OAK 68 55% 50 TAG NOT USED 68 60% 45 300 (I 186 LIVE OAK 45 301 187 LIVE OAK 34 65% LAUREL OAK 30 1 60% 45 302 LAUREL OAK 45 188 LIVE OAK 32 55% 45 303 LAUREL OAK 28 I) 189 LIVE OAK 24 55% 45 28 II 70% 65% 40 Z 45 O 190 LIVE OAK 26 60% 45 304 LAUREL OAK 28 1 65% 40 30 191 LIVE OAK 32 60% 45 W 5 LAUREL OAK 25 1 55% 40 192 LIVE OAK 306 LAUREL OAK 24 60% W 40 Z Q 30 75% 45 307 LAUREL OAK 24 165% 40 Z 194 LIVE OAK 34 5% 40 V 193 LIVE OAK 24 65% 40 308 LAUREL OAK "40 36" 65% 45 Q U }- 5 195 LIVE OAK 70 55% 45 309 LIVE OAK 40 (1 75% 45 LAUREL OAK 196 LIVE OAK 75% 24 75% 45 ..,� W 310 m 30 197 LIVE OAK 30 65% 50 311 > II J LAUREL OAK 24 Il 75% 45 312 LAUREL OAK 24 40 W Z 198 LIVE OAK 5 313 LAUREL OAK 26 W TAG NOT USED 0 65% 45 75% 40 199 LIVE OAK 50 75% 50 50 314 co 75% 40 W Q Q 200 LIVE OAK 50 70% _ — 315 LAUREL OAK 28 201 LIVE OAK 26 65% 50 II 75% 40 316 LAUREL OAK �-- 202 LIVE OAK 33 70% 50 40 24 II 65% 35 � W 203 LIVE OAK 30 60% 317 LAUREL OAK 24 (1 65% 35 Q 318 LAUREL OAK 24 II 60% 40 W 205 LIVE OAK 2 65% 45 w 204 LIVE OAK 36 60% 40 319 LAUREL OAK 24 (1 65% 35 206 LIVE OAK 24 4 60% J 320 LIVE OAK 24 (I 60% 35 48 4p F— 321 LIVE OAK F- 207 LIVE OAK 24 60% 35 165% 45 322 40 U 208 LIVE OAK 28 70% LAUREL OAK 24 1165% W 40 209 LIVE OAK 24 70% 45 324 323 LAUREL OAK 25 155% 45 W W � 210 LIVE OAK 30 65% 45 LAUREL OAK 30 II 60% 45 O _ � 211 LIVE OAK 40 80% 50 325 LAUREL OAK 30 � 65% 45 212 LIVE OAK 27 7 326 LAUREL OAK "25 ry � 27" (170% 45 I 50 327 LIVE OAK 26 (160% 40 O� d0 m� V) 13 LIVE OAK 24 65% 45 328 LAUREL OAK 24 W U W 329 J 214 LIVE OAK 24 65% 45 155% 40 215 LIVE OAK 36 LIVE OAK 701° 45 330 24 24 165% 35 N m o z 24 LAUREL OAK ('70% 45 _ ry �, r� Z •- Z O Li m W W W Z U W � � ry ry W Q W PRELIMINARY - NOT FOR CONSTRUCTION SHEET 16 z n WE LLJ U) r n ry 0 1 1 0 F- C) 1 1 25 0 :2 :7 LLJ r ry 0 1 1 D I m 11 pow X 7410 -N, e 2 s;k, 01 l e 4' 0 4 4 l el i t I l el < . el; el 0 / . . .... le l e r le le / le le el el I / el j1,1I I le ZY N1. N + . y ., -. � � \. \. . J y. r +� f r ` f..l. ° '- !,' el K i N. N� \ \ \'` t; t //� � GG r cam % /( `� i Y le C c i le l 0 1.<41 C ?, i t/ J . S ,1 \ ` ,� . <c,. ( �l r `t ae,(, ; i '`G "' .1'I .< �,. •,` ,� (; `I G NP '" \ ,<�' �`-�� � / / \ SIC/ ;� \ . � , e V xsl�� Z NN 0 V-) oc \0 NJ �P \ S�-q R\ OF IN, 0 LEGEND: BOUNDARY/PROPERTY LINE 0 � \J HIGH WATER LINE . 100 YEAR FLOOD LINE ................ .... .... ................ WETLAND LINE PARCEL BOUNDARY BUFFER LINE 01 DRAINAGE INLET MITERED END SECTION Fen Lj : (10 U0 LEI U--) GO C= (Cl C , 4 tcl C=) 0 LLI • .' -r"` .{r %! °�i, (f r l ��' /' / i �` ' ;,� t, ��. 1 , � ,`'l�Y .: a,.: � \ \ \ \ \ \ \ \ \ \ \ — Lu 0 c. V V\ < F— . ..... . . .... . ........... 0 \ tt \. • ' I' —e 0 N, r co N % A < Z cro 0- A J" --j-0 oo 0 k (j) Ll 0) w 00). o 0 z 0 Cf Ir c) 117- 0.2 w 0 0 CD 0 - -v L'j 2 ' v 1- t Lu Dn Of er U) ro — 00 0 le a. 71 & V 0 QD _j 1 7 A LLJ LJ— — ` \<, r' <it �:.a i ! r j ```, r r` G � r J ` // ��t'.`: k .`/ ! \.-, 'aoa o- '''"•• <u^,,. - -•'• >� > Q 0 Q) W Li — Q CD Li \ .� `� G Y'- r' / r \ i i .. .. . r \ ! J. �G brn r f`. `` ° 9 / \. ♦ \ .s,` 00 ` . \ wa . ?��,' � '�",� c. / cli 9 , co l le, LLJI C� 11> 10 �0 I C/, . ........ I Z 7 //v lam" \� �` '� �'�` `''�t r -' S �;, �'� "" f i b � '. IQ N J) W Z LL % uj uj CL k1k z a: - 17 < u- %%* xvO, Lj / F— 31k.;1N ILL. LIJ 7) "STOP" SIGN 0 yz Of V) Im DRAINAGE INLET P1 ri. 0 m DRAINAGE INLET P2 0 G w r- w N M C-4 z E ASEMENT TO BE GRAPHIC SCALE F, z DEDICATED TO CITY 50 0 25 50 100 - ------ mom OF OCOEE 0 w 1 60 m = m $ REMNANT PARCEL A N F-- IN FEET 1 inch = 50 ft. REMNANT PARCEL B - A ry ry ry SHEET PRELIMINARY - NOT FOR CONSTRUCTION 18 NW CORNER OF SW OF SECTION 20 -22• FND N/D (NO ID) M M 00 w 0 �z 1263) 0 60' 0' 30' 60' SCALE 1" = 60' �o � f A % 15' WATER UNE EASEMENT '07h PER OR 4287, PG 2313 X80 SW COR OF S 1/2 OF NW 1/4 OF SW 1/4 OF SEC 20 -22 -28 S. LINE OF S 1Z2 OF NW 1 4 OF SY S88'58'01 "E (D) 290.79 S88'55'42 "E 291.18 co N N I N 0 En U W N Ll 0 z z 0 0 g 0 z LEGEND /ABBREVIATIONS: OR OFFICIAL RECORD BOOK PB PLAT BOOK ' PG LAND DESCRIPTION (OVERALL PARCEL) E M NT WITH COVENANTS CONDITIONS AND RESTRICTIONS TO 2" 1P (L8 68) 0.1' E BE RECORDED IN THE PUBLIC RECORDS OF ORANGE COUNTY, FLORIDA. (NOT PLOTTABLE) 27• 1/4 OF sECnoN 2 0- 22 -2a — BRICK ROAD EP MAINE STREET ITEM 20 DECLARATION OF COVENANTS AND CONDITIONS OF OCOEE PROPERTY OWNERS' NOT PLATTED c l 259 I I W. 1/4 of (30 W-1`13 W - A_, PG 100 ASSOCIATION TO BE RECORDED IN THE PUBLIC RECORDS OF ORANGE COUNTY, FLORIDA. NOT 59 , S. LINE OF Nw. � SLY R ' PLOTTABLE) 5884711 "E 539.25' _ C' O OWNER: GAMBRlA FND 4x4 CM (NO ID) (OR 3517, PG 1374) o.4'N,o.t'w > R�� 1t4s1'\ ITEM 21 TEMPORARY CONSTRUCTION EASEMENT RECORDED IN OFFICIAL RECORDS BOOK 3673, PAGE FND 4X4 CM (RLS ,O. 12 W 3 \ � 1 6'N0.1' 2163; AS ASSIGNED IN OFFICIAL RECORDS BOOK 3947, PAGE 739. {SHOWN HEREON 1 0. NOT PLATTED ��� o ) p .-51 49' 59 " p OWNER: WILLIAM E. & JOHN DAVID COLBURN ��� <(�� o FIRE HYDRANT 4.0`�� C . }D 69� 6 (OR 7578, PG 1168) 1 NOTES: �i NE TI BOUNDARY p, , V , i , U POLE '5 f 1. THIS MAP IS NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA NE OF B ARY _' 3 LICENSED SURVEYOR AND MAPPER. , 32 , „ E L= 45.06 L�04 °014 " � 5 10' 4 " S88'4T11 "E 541.27 N54 54 4`11 °0 ' FND 4X4 CM (RLS 1263) 39" Os'N,o.O'L 2. BEARINGS SHOWN HEREON ARE RELATIVE TO AN ASSUMED BEARING OF NORTH 00'14'01" EAST oN 36.39 124- i ' SHOWN THEREON. EST LINE OF THE SOUTHWEST ONE - QUARTER (SW 1 /) OF SECTION 20 -22 -28 AS ALONG OR OVERALL PARCEL AND CAMBRIA PORTION OF F NATIONAL FLOOD INSURANCE PROGRAM, FLOOD INSURANCE RATE MAPS, MAP COLBURN PORTION ? ( 3. ACCORDING TO THE N PARADI E PUR CHASE PARADISE PURCHASE OF PARADISE PURCHASE i (� l I NO.12095CO220 E, EFFECTIVE DATE DECEMBER 6, 2000, THIS PARCEL LIES IN FLOOD ZONE "X '. PER OR 3673, PG 216 ­1 4. UNDERGROUND IMPROVEMENTS (IF ANY) SUCH AS FOUNDATIONS AND UTILITIES HAVE NOT BEEN ^ UTILITY POLE 1.6' 1 ( LOCATED AS PART OF THIS SURVEY. ° 0 p� NE OF BOUNDARY 5. RIGHT -OF -WAY LINES SHOWN HEREON ARE BASED ON EXISTING MONUMENTATION AND THE RETRACEMENT OF PREVIOUS SURVEYS BY OTHERS. RECORDED DOCUMENTATION FOR RIGHT -OF -WAY u') �� �� COLBURN PORTION OF DEDICATION WAS NOT PROVIDED TO CEMS CONSULTA M 00 -7o9�FS s• Do Cd PARADISE PURCHASE 1 1 NITS, INC. \s M i 1 ON THE LANDS D DEPICT E HEREON S LIE WTHIN D TO CEMS CONSULTANTS, J Fy I DESCRIBED IN THE TITLE COMMITMENT PROVIDE INC. W I w o i I 1 r 7. NAMES z i 1 W COUNTY P AND RECORDING DATA FOR NOT PLATTED ADJOINERS WERE OBTAINED FROM THE ORANGE Ln amp I PROPERTY APPRAISERS WEBSITE AND WERE NOT VERIFIED BY CEMS CONSULTANTS, INC. c a ° N N SW OF SW 1 � 4 OF SW 1 � 4 o ± 1 <[ 8. THERE ARE NO BUILDINGS ON THE SUBJECT PROPERTY. � UTILITY POLE 1.2' o °o OF SECTION 20 -22 -28 o n ° SW OF BOUNDARY to z (VACANT LAND — NO BUILDINGS) O >W W � I 1— °f � 1 � x - 15' WATER LINE EASEMENT �� 0'n w PER OR 4287, PG 2313 F I I z �� r >a F= iJ zz 4 SURVEYOR'S CERTIFICATE: N CERTIFIED FOR THE EXCLUSIVE 3I JI N c E BENEFIT OF: to FND 1/2• IR (LB 8) o i 1' 0 FOLEY & LARDNERN LLP,BATTORNEYS AT A L R A TWRED BANK .0' "> J I N - WIN - OCOEE LTD POC -SW. CORNER OF SW 1 /4 OF SECTION 20 -22 -28 FND NO (LB 2856) r; N 89'32'16 "W 2661.10' SE CORNER OF OF SW. 1/4 OF p + SECTION 20 -22 -28 LAND DESCRIPTION ( COLBURN PORTION OF PARADISE PURCHASE) FND BOLT IN WELL Box (NO ID) S 41 FROM THE SOUTHWEST CORNER OF THE SOUTHWEST ONE- QUARTER (SW %) OF SECTION 20, TOWNSHIP 22 SOUTH, RANGE 28 EAST, ORANGE COUNTY, FLORIDA, RUN NORTH 00'14'15" EAST ALONG THE WEST LINE OF SAID SECTION 20 A DISTANCE OF 1383.54 FEET TO THE SOUTHWEST CORNER OF THE SOUTH ONE -HALF (S 1 /2) OF THE NORTHWEST ONE- QUARTER (NW %) of THE LAND DESCRIPTION (CAMBRIA PORTION OF PARADISE PURCHASE) SOUTHWEST ONE- QUARTER (SW 9) OF SAID SECTION 20; THENCE SOUTH 88'58'01" EAST ALONG THE SOUTH LINE OF SAID SOUTH ONE -HALF (S %) OF THE NORTHWEST ONE- QUARTER (NW %) FROM THE SOUTHWEST CORNER OF THE SOUTHWEST ONE- QUARTER (SW %) OF SECTION 20, OF THE SOUTHWEST ONE- QUARTER (SW 9) A DISTANCE OF 290.79 FEET TO THE EASTERLY TOWNSHIP 22 SOUTH, RANGE 28 EAST, ORANGE COUNTY, FLORIDA, RUN NORTH 00'14'15" EAST RIGHT -OF -WAY LINE OF CLARCONA OCOEE ROAD; THENCE RUN SOUTH 35'20'45" EAST ALONG ALONG THE WEST LINE OF SAID SECTION 20 A DISTANCE OF 1383.54 FEET TO THE SOUTHWEST SAID EASTERLY RIGHT -OF -WAY LINE 190.92 FEET; THENCE NORTH 54'32'54" EAST, 36.39 FEET; CORNER OF THE SOUTH ONE -HALF (S %) OF THE NORTHWEST ONE- QUARTER (NW Y) OF THE THENCE EASTERLY ALONG THE ARC OF A TANGENT CURVE, BEING CONCAVE TO THE SOUTH, SOUTHWEST ONE- QUARTER (SW 14) OF SAID SECTION 20; THENCE SOUTH 88'58'01" EAST ALON HAVING A RADIUS OF 220.00 FEET, A CENTRAL ANGLE OF 51'49'59 ", AN ARC DISTANCE OF THE SOUTH LINE OF SAID SOUTH ONE -HALF (S %) OF THE NORTHWEST ONE- QUARTER (NW %) 199.03 FEET TO A POINT OF REVERSE CURVATURE; THENCE EASTERLY ALONG THE ARC OF SAID OF THE SOUTHWEST ONE- QUARTER (SW %) A DISTANCE OF 290.79 FEET TO THE EASTERLY REVERSE CURVE, BEING CONCAVE TO THE NORTH, HAVING A RADIUS OF 640.78 FEET, A CENTRAL RIGHT -OF -WAY LINE OF CLARCONA OCOEE ROAD; THENCE RUN SOUTH 35'20'45" EAST ALONG ANGLE OF 04'01'45 ", AN ARC DISTANCE OF 45.06 FEET TO THE POINT OF BEGINNING; THENCE SAID EASTERLY RIGHT -OF -WAY LINE 190.92 FEET TO THE POINT OF BEGINNING; THENCE NORTH CONTINUE EASTERLY ALONG SAID CURVE, BEING CONCAVE TO THE NORTH, HAVING A RADIUS OF 54'32'54" EAST, 36.39 FEET; THENCE EASTERLY ALONG THE ARC OF A TANGENT CURVE, BEING 640.78 FEET, A CENTRAL ANGLE OF 11'08'39 ", AN ARC DISTANCE OF 124.63 FEET; THENCE CONCAVE TO THE SOUTH, HAVING A RADIUS OF 220.00 FEET, A CENTRAL ANGLE OF 51'49'59", SOUTH 88'47'11" EAST, 541.27 FEET; THENCE SOUTH 00'12'01" WEST ALONG THE EAST LINE OF AN ARC DISTANCE OF 199.03 FEET TO A POINT OF REVERSE CURVATURE; THENCE EASTERLY THE SOUTHWEST ONE- QUARTER (SW 1 /) OF THE SOUTHWEST ONE- QUARTER (SW %) OF SECTION ALONG THE ARC OF SAID REVERSE CURVE, BEING CONCAVE TO THE NORTH, HAVING A RADIUS 20, A DISTANCE OF 434.56 FEET; THENCE NORTH 89'13'59" WEST ALONG THE NORTH LINE OF 640.78 FEET, A CENTRAL ANGLE OF 04'01'45 ", AN ARC DISTANCE OF 45.06 FEET; THENCE SO THE SOUTH 1.96 CHAINS OF THE NORTH ONE -HALF (N %) OF THE SOUTHWEST ONE- QUARTER 00'12'59" WEST, A DISTANCE OF 408.92 FEET TO A POINT ON THE EASTERLY RIGHT -OF -WAY (SW 1 /) OF THE SOUTHWEST ONE- QUARTER (SW %) OF SECTION 20, A DISTANCE OF 632.63 LINE OF CLARCONA OCOEE ROAD, SAID POINT BEING ON A CURVE CONCAVE NORTHEASTERLY AN D FEET TO A POINT ON THE EASTERLY RIGHT -OF -WAY LINE OF CLARCONA OCOEE ROAD, SAID HAVING A RADIUS OF 5735.72 FEET; THENCE FROM A TANGENT BEARING OF NORTH 36'18'43" POINT BEING ON A CURVE CONCAVE NORTHEASTERLY AND HAVING A RADIUS OF 5735.72 FEET; WEST RUN NORTHWESTERLY ALONG THE ARC OF SAID CURVE AND SAID EASTERLY RIGHT -OF -WA THENCE FROM A TANGENT BEARING OF NORTH 36'51'05" WEST RUN NORTHWESTERLY ALONG THE LINE 96.73 FEET THROUGH A CENTRAL ANGLE OF 00'57'58" TO THE POINT OF TANGENCY; ARC OF SAID CURVE AND SAID EASTERLY RIGHT -OF -WAY LINE 53.98 FEET THROUGH A CENTRAL THENCE NORTH 35'20'45" WEST ALONG SAID EASTERLY RIGHT -OF -WAY LINE 353.96 FEET TO TH ANGLE OF 00'32'21 "; THENCE NORTH 00'12'59" EAST, 408.92 FEET TO THE POINT OF BEGINNING. POINT OF BEGINNING. SAID LANDS LYING IN THE CITY OF OCOEE, ORANGE COUNTY, FLORIDA, CONTAINING 6.668 ACRES, SAID LANDS LYING IN THE CITY OF OCOEE, ORANGE COUNTY, FLORIDA, CONTAINING 1.392 ACRES MORE OR LESS. MORE OR LESS. CADD FILE: \PROJDATA \COLBURN \PARADISE- BND- CLOSE_REV2.DWG TAN BRG N36 °18'43 "W o I J W WIN-OCOEE 11, LTD. » I J� J 0 � � 9 FORLIZZO LAW GROUP, P.A. _ OO 57 58 J IJ \ o a 0 WILLIAM E. COLBURN AND DAVID JOHN COLBURN _ WGML INVESTMENTS, LTD., A FLORIDA LIMITED L = 96 . 73 J V) Boa PARTNERSHIP JDF REAL ESTATE &INVESTMENTS, LTD., A FLORIDA LIMITED PARTNERSHIP �� J "0z WINDERWEEDLE, HAINES, WARD & WOODMAN P.A. TAN BRG N36 51 O5 W ,� i ° 1 �F� COMMONWEALTH LAND TITLE INSURANCE ' 1 q � a W ANCE COMPANY L�=00 °32'21 ° >° WALGREEN CO., AN ILLINOIS CORPORATION TEMPORARY CONSTRUCTION EASEMENT 1 zaw PER OR 3s73, PG 21s 1 N F m L= 53.98' � I HEREBY CERTIFY THAT ON THE 1 DAY OF DECEMBER, 2004: ( +i 52'x75' I o 15' WATER LINE EASEMENT ! ? z THIS SURVEY WAS MADE ON THE GROUND AS PER THE FIELD NOTES SHOWN ON THIS SURVEY AND PER OR 4287, PG 2317 . ,. � I W CORRECTLY SHOWS (i) THE BOUNDARIES AND AREAS OF THE SUBJECT PROPERTY AND THE SIZE I LOCATION AND TYPE OF BUILDINGS AND IMPROVEMENTS THEREON AND THE DISTANCE THEREFROM TO UTILITY EASEMENT I / I THE NEAREST FACING EXTERIOR PROPERTY LINES OF THE SUBJECT PROPERTY; (ii) THE LOCATION OF PER OR 3673 PG 2167 I AL RIGHTS -OF -WAY, EASEMENTS AND ANY OTHER MATTERS OF RECORD (OF WHICH I HAVE KNOWLEDGE N. UNE OF S. 1.96 CHAINS OF N. 1/2 OF S 1/4 OF SW 1/4 SECTION 2D -22 -28 7'x30') I / 1 ' OR HAVE BEEN ADVISED WHETHER OR NOT OF RECORD) AFFECTING OR BENEFITING THE SUBJECT ����= • �° N89 °1359 " W 632.63' PROPERTY, (iii) THE LOCATION OF THE PARKING AREAS ON THE SUBJECT PROPERTY SHOWING THE �`\ FENCE CORNER - - NUMBER OF PARKING SPACES PROVIDED THEREBY; (iv) ALL ABUTTING DEDICATED PUBLIC STREETS A. S � �— 4.1' N, 29.5' w DIRT TRAIL _ _ PROVIDING ACCESS TO THE SUBJECT PROPERTY, TOGETHER WITH THE WIDTH AND NAME THEREOF; AND Sa o Q�2S- OF BOCORNER ¢I IMP STMENTS OR ALLEYS BY ANY ( v) OTHER SIGNIFICANT ITEMS ON THE SUBJECT PROPERTY; ��• 125 NOT L CATED (b) EXCEPT AS SET FORTH BELOW, THERE ARE NO (i) ENCROACHMENTS UPON THE SUBJECT PROPERTY ° A+ I o C BY IMPROVEMENTS ON ADJACENT PROPERTY, (ii) ENCROACHMENTS ON ADJACENT PROPERTY, STREETS, q' IMPROVEMENTS ON THE SUBJECT PROPERTY; (iii) PARTY WALLS; OR (iv) CONFLICTS RE ARE NO EXCEPTIONS TO THE ABOVE I ( OR PROTRUSIONS. THE STATEMENT; I r) (C) INGRESS TO AND EGRESS FROM THE SUBJECT PROPERTY IS PROVIDED BY BLUFORD AVENUE, THE SAME BEING PAVED, PUBLIC RIGHT -OF -WAY MAINTAINED BY THE .CITY OF OCOEE; G NOT PLATT I ° a () NO REQUIRED BUILDING SET -BACK d ED W LINES ON THE SUBJECT PROPERTY ARE SHOWN HEREON; FND 1/2 IR (LB 68) z ° ( ~ (e) THE PROPERTY DOES NOT LIE WITHIN A FLOOD PLAIN I OWNER: WILLIAM E. & J ° ! Q OR FLOOD PRONE AR JOHN DAVID COLBURN (f) THAT THIS SURVEY MEETS THE MINIMUM TECHNICAL STANDARDS FOR LAND SURVEYING IN THE STATE -; (OR 7578, PG 1168) o a 0 a 0 n OF FLORIDA. M o a 0 a I- I FURTHER CERTIFY THAT THIS MAP OR PLAT AND THE SURVEY 0 z z O ON WHICH 1T �oz 0z z IS BASED WERE MADE IN ACCORDANCE WITH "MINIMUM STANDARD DETAIL H o N :u- * N REQUIREMENTS FOR ALTA /ACSM LAND TITLE SURVEYS," JOINTLY Z �w w g w ESTABLISHED AND ADOPTED BY ALTA, AC AND NSPS IN 1999, A ND I? w 0 INCLUDES NO ITEMS OF TABLE A THEREOF. PURSUANT TO THE ACCURA moo= moo= CY ~ STANDARDS AS ADOPTED BY ALTA, NSPS, AND ACSM AND IN EFFECT ON TH > ¢> > a � DATE OF THIS CERTIFICATION, UNDERSIGNED FURTHER CERTIFIES THAT THE Y POSITIONAL UNCERTAINTIES RESULTING FROM THE SURVEY MEASUREMENTS MADE ON THE SURVEY DO NOT EXCEED THE ALLOWABLE POSITIONAL E TOLERANCE. FOR THE FIRM BY: - - -- WILLIAM J. BLACKHAM PROFES 10 AL LAND SURVEYOR DATE:J 3� • .���_ FLORIDA REGISTRATION N0. 4334 � 01/31/05 RO REVISED COMMITMENT INFO - u E M S C o n s u I t n is , Inc PREPARED FOR: - 01/19/05 RO REVISED COMMITMENT INFO - CIVIL ENGINEERING o MAPPING ° SURVEYING 253/40 12/16/04 RO ALTA & REVISE NORTH BOUNDARY - 120 EAST MAPLE STREET THE PARADISE GROUP 253/27 10/5/04 RO BOUNDARY SURVEY - WINTER GARDEN, FLORIDA 34787 FB/PG DATE I DRAWN I REVISION CKD (407)877 -7979 L .B. NO. 5257 FND 1/2" IR i FND 1/2 IR (L8 68 ALSO FND 4X4 CM (RLS 1263) 0.4'N,0.1'W UTILITY POLE 5.9' NE oF BOUND PORTION OF NW 1/4 OF SW 1/4 OF SECTION 20 -22 -28 FND 1/2" IR (LB ALTA /ACSM LAND TITLE SURVEY BOUNDARY SURVEY FIELD SURVEY DATE: 10/5/04 & 12/16/04 PARADISE GROUP TRACT SECTION 20 -22 -28 SCALE: JOB NO. 1 17 / 1 =60 1 1241.001 of / 1 FND F PAGE F FROM THE SOUTHWEST CORNER OF THE SOUTHWEST ONE- QUARTER (SW 1 /) OF SECTION 20 T TITLE COMMITMENT NOTES: CM C CONCRETE MONUMENT T TOWNSHIP 22 SOUTH, RANGE 28 EAST, ORANGE COUNTY, FLORIDA, RUN NORTH 00'14'15" EAST L LANDS SHOWN HEREON WERE NOT ABSTRACTED FOR ADJOINERS, RIGHT -OF WAYS, EASEMENTS, IRON PIPE TO THE SOUTHWEST O OR OTHER INSTRUMENTS OF RECORD EXCEPT AS FURNISHED BY TITLE COMMITMENT NO. S I SOUTHERLY S SOUTHWEST ONE- QUARTER ( SW % ) OF SAID SECTION 20; THENCE SOUTH 88'58''01" EAST ALONG D LAND TITLE INSURANCE COMPANY, EFFECTIVE ELY E EASTERLY T LINE OF SAID SOUTH ONE -HALF (S %) OF THE NORTHWEST ONE- QUARTER (NW 1/4) S HEREON IS R/W R RIGHT -OF -WAY O OF THE SOUTHWEST ONE- QUARTER (SW %) A DISTANCE OF 290.79 FEET TO THE EASTERLY I R R RADIUS R RIGHT -OF -WAY LINE OF CLARCONA OCOEE ROAD; THENCE RUN SOUTH 35'20'45" EAST ALONG I ITEM 6 UTILITY EASEMENT RECORDED IN OFFICIAL RECORDS BOOK 3673, PAGE 2167; AS ASSIGNED L L LENGTH 5 THENCE NORTH E ITEM 7 CLF C CHAIN LINK FENCE C CONCAVE TO THE SOUTH, HAVING A RADIUS OF 220.00 FEET, A CENTRAL ANGLE OF 51'49'59 ", P 7 SEWER SERVICE TERRITORIAL AGREEMENT RECORDED IN OFFICIAL RECORDS BOOK 3894 BWF B BARBED WIRE FENCE A A POINT OF REVERSE CURVATURE; THENCE EASTERLY 5 BOOK 4702, PAGE 2589, OFFICIAL RECORDS BOOK BCM B BURIED CABLE MARKER S 640.78 FEET, A CENTRAL ANGLE OF 15'10'24 ", AN ARC DISTANCE OF 169.69 FEET; THENCE PARCEL -NOT PLO A POC P POINT OF COMMENCEMENT T SOUTH 88'47'11" EAST, 541.27 FEET; THENCE SOUTH 00'12'01" WEST ALONG THE EAST LINE OF I ITEM 8 WASTE WATER DEVELOPER'S AGREEMENT RECORDED IN OFF Lg) D OF BEGINNING 2 %) OF SECTION P PAGE 1188, AS AMENDED IN OFFICIAL RECORDS BOOK 4476, I LAND SURVEY BUSINESS 1 1.96 CHAINS OF THE NORTH ONE -HALF (N X) OF THE SOUTHWEST ONE- QUARTER (SW - NOT PLOTTABLE) P RLS L REGESTERED LAND SURVEYOR A ONE- QUARTER (SW %) OF SECTION 20, A DISTANCE OF 632.63 FEET TO I ITEM 9 WATER SERVICE TERRITORIAL AGREEMENT, RECORDED IN OFFICIAL RECORDS BOOK 4 WPP O OVERHEAD WIRE O ROAD, SAID POINT BEING P 4034 SIGN A A TANGENT BEARING OF NORTH 36'51'05" WEST RUN NORTHWESTERLY ALONG THE ARC OF SAID E PAGE 2576 AND OFFICIAL RECORDS BOOK 6432, PAGE 2116. (AFFECTS THE T T TELEPHONE RISER 1 LINE 150.71 FEEL THROUGH A CENTRAL ANGLE OF w w °° `� U UTILITY POLE R EASTERLY z z I ITEM 10 CONSTRUCTION AMENDMENT RECORDED IN OFFICIAL RECORDS BOOK 4102, PAGE 336. E— A ANCHOR & GUYWIRE S SAID LANDS LYING IN THE CITY OF OCOEE, ORANGE COUNTY, FLORIDA, CONTAINING 8.060 ACRES Q Q OF THE SUBJECT PARCEL - NOT PLOTTABLE) WATER VALVE MORE OR LESS. , l 11 EASEMENT AGREEMENT RECORDED IN OFFICIAL RECORDS BOOK 4287, PAGE 2317. (SHOWN HEREON) Q S STORM MANHOLE I a. I FIRE HYDRANT M LOT 12 , BLOCK 5 T ITEM 12 DEVELOPMENT AGREEMENT ® WELL N NOT PLATTED ° ° m MAP OF OCOEE ( OF THE SUBJECT PARCEL - NOT PLOTTABLE) O S SET 1/2" 1R (LS 4334) M m v v ( ( (�B A , PG 100) I ITEM 13 EASEMENTS AS RESE RVED IN THAT CERTAIN RESOLUTION NO. 99 -08, RECORDED IN o to O OFFICIAL RECORDS BOOK 5689, PAGE 830. (SHOWN HEREON) ITEM 15 SPECIAL SEWER SERVICE AVAILABILITY AGREEMENT RECORDED IN OFFICIAL RECORDS BOOK (SEE NOTE 3 \ � � 3889, PAGE 330. (AFFECTS A PORTION OF THE SUBJECT PARCEL- NOT PLOTTABLE) AND PREVIOUS SURVEY BY OTHERS B BROKEN WPP I ITEM 16 EASEMENT AGREEMENT RECORDED IN OFFICIAL RECORDS BOOK 4287 MAINE STREET(R VARIES - 6 ' ' / AND TELEPHONE RISER HEREON) , P -SEE NOTE #5) 6 // ITEM 17 RECIPROCAL EASEMENT AGREE E M NT WITH COVENANTS CONDITIONS AND RESTRICTIONS TO 2" 1P (L8 68) 0.1' E BE RECORDED IN THE PUBLIC RECORDS OF ORANGE COUNTY, FLORIDA. (NOT PLOTTABLE) 27• 1/4 OF sECnoN 2 0- 22 -2a — BRICK ROAD EP MAINE STREET ITEM 20 DECLARATION OF COVENANTS AND CONDITIONS OF OCOEE PROPERTY OWNERS' NOT PLATTED c l 259 I I W. 1/4 of (30 W-1`13 W - A_, PG 100 ASSOCIATION TO BE RECORDED IN THE PUBLIC RECORDS OF ORANGE COUNTY, FLORIDA. NOT 59 , S. LINE OF Nw. � SLY R ' PLOTTABLE) 5884711 "E 539.25' _ C' O OWNER: GAMBRlA FND 4x4 CM (NO ID) (OR 3517, PG 1374) o.4'N,o.t'w > R�� 1t4s1'\ ITEM 21 TEMPORARY CONSTRUCTION EASEMENT RECORDED IN OFFICIAL RECORDS BOOK 3673, PAGE FND 4X4 CM (RLS ,O. 12 W 3 \ � 1 6'N0.1' 2163; AS ASSIGNED IN OFFICIAL RECORDS BOOK 3947, PAGE 739. {SHOWN HEREON 1 0. NOT PLATTED ��� o ) p .-51 49' 59 " p OWNER: WILLIAM E. & JOHN DAVID COLBURN ��� <(�� o FIRE HYDRANT 4.0`�� C . }D 69� 6 (OR 7578, PG 1168) 1 NOTES: �i NE TI BOUNDARY p, , V , i , U POLE '5 f 1. THIS MAP IS NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA NE OF B ARY _' 3 LICENSED SURVEYOR AND MAPPER. , 32 , „ E L= 45.06 L�04 °014 " � 5 10' 4 " S88'4T11 "E 541.27 N54 54 4`11 °0 ' FND 4X4 CM (RLS 1263) 39" Os'N,o.O'L 2. BEARINGS SHOWN HEREON ARE RELATIVE TO AN ASSUMED BEARING OF NORTH 00'14'01" EAST oN 36.39 124- i ' SHOWN THEREON. EST LINE OF THE SOUTHWEST ONE - QUARTER (SW 1 /) OF SECTION 20 -22 -28 AS ALONG OR OVERALL PARCEL AND CAMBRIA PORTION OF F NATIONAL FLOOD INSURANCE PROGRAM, FLOOD INSURANCE RATE MAPS, MAP COLBURN PORTION ? ( 3. ACCORDING TO THE N PARADI E PUR CHASE PARADISE PURCHASE OF PARADISE PURCHASE i (� l I NO.12095CO220 E, EFFECTIVE DATE DECEMBER 6, 2000, THIS PARCEL LIES IN FLOOD ZONE "X '. PER OR 3673, PG 216 ­1 4. UNDERGROUND IMPROVEMENTS (IF ANY) SUCH AS FOUNDATIONS AND UTILITIES HAVE NOT BEEN ^ UTILITY POLE 1.6' 1 ( LOCATED AS PART OF THIS SURVEY. ° 0 p� NE OF BOUNDARY 5. RIGHT -OF -WAY LINES SHOWN HEREON ARE BASED ON EXISTING MONUMENTATION AND THE RETRACEMENT OF PREVIOUS SURVEYS BY OTHERS. RECORDED DOCUMENTATION FOR RIGHT -OF -WAY u') �� �� COLBURN PORTION OF DEDICATION WAS NOT PROVIDED TO CEMS CONSULTA M 00 -7o9�FS s• Do Cd PARADISE PURCHASE 1 1 NITS, INC. \s M i 1 ON THE LANDS D DEPICT E HEREON S LIE WTHIN D TO CEMS CONSULTANTS, J Fy I DESCRIBED IN THE TITLE COMMITMENT PROVIDE INC. W I w o i I 1 r 7. NAMES z i 1 W COUNTY P AND RECORDING DATA FOR NOT PLATTED ADJOINERS WERE OBTAINED FROM THE ORANGE Ln amp I PROPERTY APPRAISERS WEBSITE AND WERE NOT VERIFIED BY CEMS CONSULTANTS, INC. c a ° N N SW OF SW 1 � 4 OF SW 1 � 4 o ± 1 <[ 8. THERE ARE NO BUILDINGS ON THE SUBJECT PROPERTY. � UTILITY POLE 1.2' o °o OF SECTION 20 -22 -28 o n ° SW OF BOUNDARY to z (VACANT LAND — NO BUILDINGS) O >W W � I 1— °f � 1 � x - 15' WATER LINE EASEMENT �� 0'n w PER OR 4287, PG 2313 F I I z �� r >a F= iJ zz 4 SURVEYOR'S CERTIFICATE: N CERTIFIED FOR THE EXCLUSIVE 3I JI N c E BENEFIT OF: to FND 1/2• IR (LB 8) o i 1' 0 FOLEY & LARDNERN LLP,BATTORNEYS AT A L R A TWRED BANK .0' "> J I N - WIN - OCOEE LTD POC -SW. CORNER OF SW 1 /4 OF SECTION 20 -22 -28 FND NO (LB 2856) r; N 89'32'16 "W 2661.10' SE CORNER OF OF SW. 1/4 OF p + SECTION 20 -22 -28 LAND DESCRIPTION ( COLBURN PORTION OF PARADISE PURCHASE) FND BOLT IN WELL Box (NO ID) S 41 FROM THE SOUTHWEST CORNER OF THE SOUTHWEST ONE- QUARTER (SW %) OF SECTION 20, TOWNSHIP 22 SOUTH, RANGE 28 EAST, ORANGE COUNTY, FLORIDA, RUN NORTH 00'14'15" EAST ALONG THE WEST LINE OF SAID SECTION 20 A DISTANCE OF 1383.54 FEET TO THE SOUTHWEST CORNER OF THE SOUTH ONE -HALF (S 1 /2) OF THE NORTHWEST ONE- QUARTER (NW %) of THE LAND DESCRIPTION (CAMBRIA PORTION OF PARADISE PURCHASE) SOUTHWEST ONE- QUARTER (SW 9) OF SAID SECTION 20; THENCE SOUTH 88'58'01" EAST ALONG THE SOUTH LINE OF SAID SOUTH ONE -HALF (S %) OF THE NORTHWEST ONE- QUARTER (NW %) FROM THE SOUTHWEST CORNER OF THE SOUTHWEST ONE- QUARTER (SW %) OF SECTION 20, OF THE SOUTHWEST ONE- QUARTER (SW 9) A DISTANCE OF 290.79 FEET TO THE EASTERLY TOWNSHIP 22 SOUTH, RANGE 28 EAST, ORANGE COUNTY, FLORIDA, RUN NORTH 00'14'15" EAST RIGHT -OF -WAY LINE OF CLARCONA OCOEE ROAD; THENCE RUN SOUTH 35'20'45" EAST ALONG ALONG THE WEST LINE OF SAID SECTION 20 A DISTANCE OF 1383.54 FEET TO THE SOUTHWEST SAID EASTERLY RIGHT -OF -WAY LINE 190.92 FEET; THENCE NORTH 54'32'54" EAST, 36.39 FEET; CORNER OF THE SOUTH ONE -HALF (S %) OF THE NORTHWEST ONE- QUARTER (NW Y) OF THE THENCE EASTERLY ALONG THE ARC OF A TANGENT CURVE, BEING CONCAVE TO THE SOUTH, SOUTHWEST ONE- QUARTER (SW 14) OF SAID SECTION 20; THENCE SOUTH 88'58'01" EAST ALON HAVING A RADIUS OF 220.00 FEET, A CENTRAL ANGLE OF 51'49'59 ", AN ARC DISTANCE OF THE SOUTH LINE OF SAID SOUTH ONE -HALF (S %) OF THE NORTHWEST ONE- QUARTER (NW %) 199.03 FEET TO A POINT OF REVERSE CURVATURE; THENCE EASTERLY ALONG THE ARC OF SAID OF THE SOUTHWEST ONE- QUARTER (SW %) A DISTANCE OF 290.79 FEET TO THE EASTERLY REVERSE CURVE, BEING CONCAVE TO THE NORTH, HAVING A RADIUS OF 640.78 FEET, A CENTRAL RIGHT -OF -WAY LINE OF CLARCONA OCOEE ROAD; THENCE RUN SOUTH 35'20'45" EAST ALONG ANGLE OF 04'01'45 ", AN ARC DISTANCE OF 45.06 FEET TO THE POINT OF BEGINNING; THENCE SAID EASTERLY RIGHT -OF -WAY LINE 190.92 FEET TO THE POINT OF BEGINNING; THENCE NORTH CONTINUE EASTERLY ALONG SAID CURVE, BEING CONCAVE TO THE NORTH, HAVING A RADIUS OF 54'32'54" EAST, 36.39 FEET; THENCE EASTERLY ALONG THE ARC OF A TANGENT CURVE, BEING 640.78 FEET, A CENTRAL ANGLE OF 11'08'39 ", AN ARC DISTANCE OF 124.63 FEET; THENCE CONCAVE TO THE SOUTH, HAVING A RADIUS OF 220.00 FEET, A CENTRAL ANGLE OF 51'49'59", SOUTH 88'47'11" EAST, 541.27 FEET; THENCE SOUTH 00'12'01" WEST ALONG THE EAST LINE OF AN ARC DISTANCE OF 199.03 FEET TO A POINT OF REVERSE CURVATURE; THENCE EASTERLY THE SOUTHWEST ONE- QUARTER (SW 1 /) OF THE SOUTHWEST ONE- QUARTER (SW %) OF SECTION ALONG THE ARC OF SAID REVERSE CURVE, BEING CONCAVE TO THE NORTH, HAVING A RADIUS 20, A DISTANCE OF 434.56 FEET; THENCE NORTH 89'13'59" WEST ALONG THE NORTH LINE OF 640.78 FEET, A CENTRAL ANGLE OF 04'01'45 ", AN ARC DISTANCE OF 45.06 FEET; THENCE SO THE SOUTH 1.96 CHAINS OF THE NORTH ONE -HALF (N %) OF THE SOUTHWEST ONE- QUARTER 00'12'59" WEST, A DISTANCE OF 408.92 FEET TO A POINT ON THE EASTERLY RIGHT -OF -WAY (SW 1 /) OF THE SOUTHWEST ONE- QUARTER (SW %) OF SECTION 20, A DISTANCE OF 632.63 LINE OF CLARCONA OCOEE ROAD, SAID POINT BEING ON A CURVE CONCAVE NORTHEASTERLY AN D FEET TO A POINT ON THE EASTERLY RIGHT -OF -WAY LINE OF CLARCONA OCOEE ROAD, SAID HAVING A RADIUS OF 5735.72 FEET; THENCE FROM A TANGENT BEARING OF NORTH 36'18'43" POINT BEING ON A CURVE CONCAVE NORTHEASTERLY AND HAVING A RADIUS OF 5735.72 FEET; WEST RUN NORTHWESTERLY ALONG THE ARC OF SAID CURVE AND SAID EASTERLY RIGHT -OF -WA THENCE FROM A TANGENT BEARING OF NORTH 36'51'05" WEST RUN NORTHWESTERLY ALONG THE LINE 96.73 FEET THROUGH A CENTRAL ANGLE OF 00'57'58" TO THE POINT OF TANGENCY; ARC OF SAID CURVE AND SAID EASTERLY RIGHT -OF -WAY LINE 53.98 FEET THROUGH A CENTRAL THENCE NORTH 35'20'45" WEST ALONG SAID EASTERLY RIGHT -OF -WAY LINE 353.96 FEET TO TH ANGLE OF 00'32'21 "; THENCE NORTH 00'12'59" EAST, 408.92 FEET TO THE POINT OF BEGINNING. POINT OF BEGINNING. SAID LANDS LYING IN THE CITY OF OCOEE, ORANGE COUNTY, FLORIDA, CONTAINING 6.668 ACRES, SAID LANDS LYING IN THE CITY OF OCOEE, ORANGE COUNTY, FLORIDA, CONTAINING 1.392 ACRES MORE OR LESS. MORE OR LESS. CADD FILE: \PROJDATA \COLBURN \PARADISE- BND- CLOSE_REV2.DWG TAN BRG N36 °18'43 "W o I J W WIN-OCOEE 11, LTD. » I J� J 0 � � 9 FORLIZZO LAW GROUP, P.A. _ OO 57 58 J IJ \ o a 0 WILLIAM E. COLBURN AND DAVID JOHN COLBURN _ WGML INVESTMENTS, LTD., A FLORIDA LIMITED L = 96 . 73 J V) Boa PARTNERSHIP JDF REAL ESTATE &INVESTMENTS, LTD., A FLORIDA LIMITED PARTNERSHIP �� J "0z WINDERWEEDLE, HAINES, WARD & WOODMAN P.A. TAN BRG N36 51 O5 W ,� i ° 1 �F� COMMONWEALTH LAND TITLE INSURANCE ' 1 q � a W ANCE COMPANY L�=00 °32'21 ° >° WALGREEN CO., AN ILLINOIS CORPORATION TEMPORARY CONSTRUCTION EASEMENT 1 zaw PER OR 3s73, PG 21s 1 N F m L= 53.98' � I HEREBY CERTIFY THAT ON THE 1 DAY OF DECEMBER, 2004: ( +i 52'x75' I o 15' WATER LINE EASEMENT ! ? z THIS SURVEY WAS MADE ON THE GROUND AS PER THE FIELD NOTES SHOWN ON THIS SURVEY AND PER OR 4287, PG 2317 . ,. � I W CORRECTLY SHOWS (i) THE BOUNDARIES AND AREAS OF THE SUBJECT PROPERTY AND THE SIZE I LOCATION AND TYPE OF BUILDINGS AND IMPROVEMENTS THEREON AND THE DISTANCE THEREFROM TO UTILITY EASEMENT I / I THE NEAREST FACING EXTERIOR PROPERTY LINES OF THE SUBJECT PROPERTY; (ii) THE LOCATION OF PER OR 3673 PG 2167 I AL RIGHTS -OF -WAY, EASEMENTS AND ANY OTHER MATTERS OF RECORD (OF WHICH I HAVE KNOWLEDGE N. UNE OF S. 1.96 CHAINS OF N. 1/2 OF S 1/4 OF SW 1/4 SECTION 2D -22 -28 7'x30') I / 1 ' OR HAVE BEEN ADVISED WHETHER OR NOT OF RECORD) AFFECTING OR BENEFITING THE SUBJECT ����= • �° N89 °1359 " W 632.63' PROPERTY, (iii) THE LOCATION OF THE PARKING AREAS ON THE SUBJECT PROPERTY SHOWING THE �`\ FENCE CORNER - - NUMBER OF PARKING SPACES PROVIDED THEREBY; (iv) ALL ABUTTING DEDICATED PUBLIC STREETS A. S � �— 4.1' N, 29.5' w DIRT TRAIL _ _ PROVIDING ACCESS TO THE SUBJECT PROPERTY, TOGETHER WITH THE WIDTH AND NAME THEREOF; AND Sa o Q�2S- OF BOCORNER ¢I IMP STMENTS OR ALLEYS BY ANY ( v) OTHER SIGNIFICANT ITEMS ON THE SUBJECT PROPERTY; ��• 125 NOT L CATED (b) EXCEPT AS SET FORTH BELOW, THERE ARE NO (i) ENCROACHMENTS UPON THE SUBJECT PROPERTY ° A+ I o C BY IMPROVEMENTS ON ADJACENT PROPERTY, (ii) ENCROACHMENTS ON ADJACENT PROPERTY, STREETS, q' IMPROVEMENTS ON THE SUBJECT PROPERTY; (iii) PARTY WALLS; OR (iv) CONFLICTS RE ARE NO EXCEPTIONS TO THE ABOVE I ( OR PROTRUSIONS. THE STATEMENT; I r) (C) INGRESS TO AND EGRESS FROM THE SUBJECT PROPERTY IS PROVIDED BY BLUFORD AVENUE, THE SAME BEING PAVED, PUBLIC RIGHT -OF -WAY MAINTAINED BY THE .CITY OF OCOEE; G NOT PLATT I ° a () NO REQUIRED BUILDING SET -BACK d ED W LINES ON THE SUBJECT PROPERTY ARE SHOWN HEREON; FND 1/2 IR (LB 68) z ° ( ~ (e) THE PROPERTY DOES NOT LIE WITHIN A FLOOD PLAIN I OWNER: WILLIAM E. & J ° ! Q OR FLOOD PRONE AR JOHN DAVID COLBURN (f) THAT THIS SURVEY MEETS THE MINIMUM TECHNICAL STANDARDS FOR LAND SURVEYING IN THE STATE -; (OR 7578, PG 1168) o a 0 a 0 n OF FLORIDA. M o a 0 a I- I FURTHER CERTIFY THAT THIS MAP OR PLAT AND THE SURVEY 0 z z O ON WHICH 1T �oz 0z z IS BASED WERE MADE IN ACCORDANCE WITH "MINIMUM STANDARD DETAIL H o N :u- * N REQUIREMENTS FOR ALTA /ACSM LAND TITLE SURVEYS," JOINTLY Z �w w g w ESTABLISHED AND ADOPTED BY ALTA, AC AND NSPS IN 1999, A ND I? w 0 INCLUDES NO ITEMS OF TABLE A THEREOF. PURSUANT TO THE ACCURA moo= moo= CY ~ STANDARDS AS ADOPTED BY ALTA, NSPS, AND ACSM AND IN EFFECT ON TH > ¢> > a � DATE OF THIS CERTIFICATION, UNDERSIGNED FURTHER CERTIFIES THAT THE Y POSITIONAL UNCERTAINTIES RESULTING FROM THE SURVEY MEASUREMENTS MADE ON THE SURVEY DO NOT EXCEED THE ALLOWABLE POSITIONAL E TOLERANCE. FOR THE FIRM BY: - - -- WILLIAM J. BLACKHAM PROFES 10 AL LAND SURVEYOR DATE:J 3� • .���_ FLORIDA REGISTRATION N0. 4334 � 01/31/05 RO REVISED COMMITMENT INFO - u E M S C o n s u I t n is , Inc PREPARED FOR: - 01/19/05 RO REVISED COMMITMENT INFO - CIVIL ENGINEERING o MAPPING ° SURVEYING 253/40 12/16/04 RO ALTA & REVISE NORTH BOUNDARY - 120 EAST MAPLE STREET THE PARADISE GROUP 253/27 10/5/04 RO BOUNDARY SURVEY - WINTER GARDEN, FLORIDA 34787 FB/PG DATE I DRAWN I REVISION CKD (407)877 -7979 L .B. NO. 5257 FND 1/2" IR i FND 1/2 IR (L8 68 ALSO FND 4X4 CM (RLS 1263) 0.4'N,0.1'W UTILITY POLE 5.9' NE oF BOUND PORTION OF NW 1/4 OF SW 1/4 OF SECTION 20 -22 -28 FND 1/2" IR (LB ALTA /ACSM LAND TITLE SURVEY BOUNDARY SURVEY FIELD SURVEY DATE: 10/5/04 & 12/16/04 PARADISE GROUP TRACT SECTION 20 -22 -28 SCALE: JOB NO. 1 17 / 1 =60 1 1241.001 of / 1 Wn r NnTr. This property is further subject to exceptions, matters, easements, terms, conditions, agreements, and encumbrances as provided to this surveyor by Forlizzo Low Group, P.A., in Schedule B— Section 2 of the Commonwealth Land Title Insurance Company Commitment for Title Insurance, Order Number 41158236CA Revision E, dated January 21, 2005 at 8:00 A.M. including, but not limited to, the following items recorded in the Public Records of Orange County, Florida (item numbering is consistent with Schedule B— Section 2): 6. Easement recorded in Official Records Book 3556, Page 1437 and Temporary Utility Easement recorded in Official Records Book 3556, Page 1434, both in favor of Prima Vista Utility Company, Inc., as assigned to the City of Ocoee by Assignment of Easements recorded in Official Records Book 3947, Page 739, Public Records of Orange County, Florida. (AFFECTS PARCEL 3A) 7. Distribution Easement in favor of Florida Power Corporation recorded in Official Records Book 3756, Page 663, Public Records of Orange County, Florida. (AFFECTS PARCELS 1A, 2A & 3A) 8. Prima Vista Utility Company, Inc. /BML Investments /Jerome Feinstein Sewer Service Agreement recorded in Official Records Book 3854, Page 2564. (AFFECTS, BLANKET) 9. Orange County /Prima Vista Utility Company, Inc. Sewer Service Territorial Agreement recorded in Official Records Book 3894, Page 1363, and Amendments recorded in Official Records Book 4476, Page 1320, Official Records Book 4702, Page 2589, Official Records Book 5896, Page 3531 and Official Records Book 6432, Page 2130. (AFFECTS, BLANKET) 10. Orange County /City of Ocoee Water Service Territorial Agreement recorded in Official Records Book 4034, Page 291, rerecorded in Official Records Book 4102, Page 367, and amended by Amendments recorded in Official Records Book 4702, Page 2576 and Official Records Book 6432, Page 2116. (AFFECTS, BLANKET) 11. City of Ocoee Waste Water Developer's Agreement recorded in Official Records Book 3947, Page 1429, Amendment recorded in Official Records Book 4476, Page 1320. (AFFECTS, BLANKET) 12. City of Ocoee Development Agreement Contract No. D88 -14 recorded in Official Records Book 4085, Page 105. (AFFECTS, BLANKET) 13. Easement as reserved in Resolution recorded in Official Records Book 5689, Page 830. (AFFECTS PARCELS 1A, 2A, 3A, 1, 2, 3, GAP PARCEL & PARCEL 4) 20. Utility Easement in favor of Prima Vista Utility Company, Inc, recorded in Official Records Book 3673, Page 2167, as assigned to the City of Ocoee by Assignment recorded in Official Records Book 3947, Page 739. (AFFECTS PARCEL 4) 21. Terms and conditions of Easement Agreements with the City of Ocoee recorded in Official Records Book 4287, Page 2317 and Official Records Book 4287, Page 2313. (As to Parcels 3 and 4) (AFFECTS PARCELS 1, 2 AND GAP PARCEL) 22. Terms, conditions and provisions of that certain Waster Water Developer's Agreement No. OWW- 87 -10, recorded in Official Records Book 3947, Page 1188, as amended by Amendment recorded in Official Records Book 4476, Page 1320. (AFFECTS, BLANKET) 23. Terms, conditions and provisions of that certain Development Agreement recorded in Official Records Book 5623, Page 2313. (AFFECTS, BLANKET) 24. Temporary Utility Easement recorded in Official Records Book 3576, Page 1180. (AFFECTS, PARCEL 3A) 25. Utility Easement recorded in Official Records Book 3576, Page 1183. (AFFECTS, PARCELS 3A) 26. Terms, conditions and provisions of that certain Special Sewer Service Availability Agreement, Contract No. S -86 -14 recorded in Official Records Book 3889, Page 330. (As to Parcels 1, 2, 3 and GAP PARCEL.) TEMPORARY CONSTRUCTION EASEMENT LEGAL DESCRIPTION (O.R. 3556, Page 1434) The West 75 feet of that part of the Southeast 1/4 of Section 20, T22S, R28E, Orange t below and lying North of parcel B as described below: Parcel A The North 1/2 of the Southeast 1/4 of the Southwest 1/4 (less 1.96 chains off the Soul Florida. Parcel B Commence at the Southwest comer of the Southeast 1/4 of the Southwest 1/4 of Sectic East 1322.51 feet; thence South 513.48 feet to the Southeast comer of the Southeast 1, West 1321.54 feet to the Point of Beginning. LESS the Right of Way for S.R. 50. Also commence at a point 7.78 chains North of the Southwest comer of the Southeast 1 run North 4.18 chains; thence East 20.0 chains, thence South 4.18 chains; thence West LIFT STATION EASEMENT LEGAL DESCRIPTION (O.R. 3556, Page 1437) The North 30 feet of the West 30 feet of the following described land: Commence at the Southwest corner of the Southeast 1/4 of the Southwest 1/4 of Secti East 1322.51 feet; thence South 513.48 feet to the Southeast corner of the Southeast 1 West 1321.54 feet to the Point of Beginning. LESS the Right of Way for S.R. 50. Also commence at a point 7.78 chains North of the Southwest comer of the Southeast run North 4.18 chains; thence East 20.0 chains, thence South 4.18 chains; thence West Florida lying South of parcel A as described side) Section 20, T22S, R28E, Orange County, 20, T22S, R28E; run North 514.99 feet; thence of the Southwest 1/4 of said Section 20; thence of the Southwest 1/4 of Section 20, T22S, R28E; chains to the Point of Beginning." 20, T22S, R28E; run North 514.99 feet; thence of the Southwest 1/4 of said Section 20, thence of the Southwest 1/4 of Section 20, T22S, R28E; chains to the Point of Beginning." FLORIDA POWER DISTRIBUTION EASEMENT LEGAL DESCRIPTION (O.R. 3756, Page 663) The West 10 feet of the following described land: Commence at the Southwest comer of the Southeast 1/4 of the Southwest 1/4 of Section 20, T22S, R28E; run North 514.99 feet; thence East 1322.51 feet; thence South 513.48 feet to the Southeast comer of the Southeast 1/4 of the Southwest 1/4 of said Section 20; thence West 1321.54 feet to the Point of Beginning. LESS the Right of Way for S.R. 50. Also commence at a point 7.78 chains North of the Southwest corner of the Southeast 1/4 of the Southwest 1/4 of Section 20, T22S, R28E; run North 4.18 chains; thence East 20.0 chains; thence South 4.18 chains, thence West 20.0 chains to the Point of Beginning." U11UTY EASEMENT LEGAL DESCRIPTION (O.R. 3673, Page 2167) The East 10 feet of that part of the Southwest 1/4 of the Southwest 1/4 Section 20, T22S, R28E, Orange County, Florida lying North of State Road No. 50. East of Ocoee— Clarcona Road and South of Maine Street. PERPETUAL EASEMENT LEGAL DESCRIPTION (O.R. 4287, Page 2317) The Westerly 15.00 feet of the following described parcel: With a bearing of West on the South line of the Southwest 1/4 of Section 20, Township 22 South, Range 28 East, begin at a point situated 478.8 feet North and 6 feet West of the Southwest corner of the Southeast 1/4 of the Southwest 1/4 of Section 20, Township 22 South, Range 10 East, thence run parallel to said Section line West 362.4 feet to the East right of way line of State Road, thence run South 39 degrees, 47 minutes, 10 seconds East along said right of way line 527.36 feet, thence run South 89 degrees. 56 minutes, 10 seconds East 29.05 feet to a point 73.49 feet North and 4.5 feet West of the sold Southwest comer of the Southeast 1/4 of the Southwest 1/4 of Section 20, Township 22 South, Range 28 East, thence run North 0 degrees, 10 minutes, 50 seconds West 405.31 feet to the Point of Beginning. AND: With a bearing of West on the South line of the Southwest 1/4 of Section 20, Township 22 South, Range 28 East, begin at a point situated 478.8 feet North and 6 feet West of the Southwest corner of the Southeast 1/4 of the Southwest 1/4 of Section 20, Township 22 South, Range 28 East, thence run parallel to said Section line West 362.4 .feet North 39 degrees, 47 minutes, 10 seconds West along said right of way line 210.3 feet, thence run along the arc of a curve to the right with a radius of 5304 feet a distance of 25.46 feet, thence run East parallel with sold Section line 513.11 feet, thence South 0 degrees, 10 minutes, 50 seconds East 181.2 feet to the Point of Beginning. AND: Beginning at a point 10 chains East of a point 20.99 chains North of the Southwest corner of Section 20, Township 22 South, Range 28 East and run East 10 chains; South 10.43 chains, West 10 chains; North 10.68 chains to the Point of Beginning; less the right of way for the A.C.L. Railroad and the right of way of State Road. SURVEYOR'S NOTES: MAINE STREET ./P* O.B. PARCEL 3 1 CHA.— I �0.00 a J a_ W LES -OUT v I O o c ) t 0 � / O E` p m SW CORNER 4TAZE- m o� PROFESSIONAL VICINITY MA NOT TO SCALE NOTE: SEE SHEET 2 OF 3 FOR BOUNDARY INFORMATION 'A O 2/28/0 2/ 3/05 1/28/05 DATE I REVISIONS I REVISED BY I CHECKED BY 1/26/05 DATE I. No underground installations or improvements were located, except as shown. l 2. The bearings shown hereon are based on the south line of the Southwest 1/4 of Section 20, Township 22 South, Range 28 East, Orange County, Florida, as being North 89'44'53" East (assumed). 3. The subject property is Zoned C -2, City of Ocoee (Community Commercial District). 4. PARCELS 1A and 2A as described in O.R. Book 3827, Page 4258 create an overlap as shown. Parcel 2A as described in O.R. Book 3827, Page 4258 creates an overlap as shown with Parcel 3A being a less out of those land described in O.R. Book 3831, Page 151. 5. The westerly property line of subject property (northeasterly right of way line of Bluford Avenue) was established by using recovered monumentation along the said right of way line together with adjacent parcel) deeds. The initial research by this surveyor In July 2002, to otherwise establish said right of way line (including attempting to obtain right of way maps from City of Ocoee and the State of Florida, utilizing tax maps and legal documentation) proved to be ineffective. ISubsequent research in November 2003, to receive verification of the placement of said right of way line from the city and state also turned up no further useful information. 6. Tree survey completed October 10, 2003. Any changes to tree status has not been updated by this Surveyor. REVISED SCALE TO FIT 2406 SHEETS REVISED TITLE NOTE REVISED LEGAL DESCRIPTION AND NOTES REVISED LEGAL DESCRIPTIONS REVISIONS ;1,p W a G'9�0 �y oWc J WARNING Py 90 z VICINITY MA NOT TO SCALE NOTE: SEE SHEET 2 OF 3 FOR BOUNDARY INFORMATION 'A O 2/28/0 2/ 3/05 1/28/05 DATE I REVISIONS I REVISED BY I CHECKED BY 1/26/05 DATE I. No underground installations or improvements were located, except as shown. l 2. The bearings shown hereon are based on the south line of the Southwest 1/4 of Section 20, Township 22 South, Range 28 East, Orange County, Florida, as being North 89'44'53" East (assumed). 3. The subject property is Zoned C -2, City of Ocoee (Community Commercial District). 4. PARCELS 1A and 2A as described in O.R. Book 3827, Page 4258 create an overlap as shown. Parcel 2A as described in O.R. Book 3827, Page 4258 creates an overlap as shown with Parcel 3A being a less out of those land described in O.R. Book 3831, Page 151. 5. The westerly property line of subject property (northeasterly right of way line of Bluford Avenue) was established by using recovered monumentation along the said right of way line together with adjacent parcel) deeds. The initial research by this surveyor In July 2002, to otherwise establish said right of way line (including attempting to obtain right of way maps from City of Ocoee and the State of Florida, utilizing tax maps and legal documentation) proved to be ineffective. ISubsequent research in November 2003, to receive verification of the placement of said right of way line from the city and state also turned up no further useful information. 6. Tree survey completed October 10, 2003. Any changes to tree status has not been updated by this Surveyor. REVISED SCALE TO FIT 2406 SHEETS REVISED TITLE NOTE REVISED LEGAL DESCRIPTION AND NOTES REVISED LEGAL DESCRIPTIONS REVISIONS LEGAL DESCRIPTION• (O.R. 3827, Page 4258) Parcel 1 A "Commence at the SW comer of the SE 1/4 of the SW 1/4 of Section 20,Township 22 South, Range 28 East, Orange County, Florida; run north a distance of 514.99 feet; thence run east a distance of 1322.51 feet; thence run south a distance of 513.48 feet of the SE comer of the SE 1/4 of the SW 1/4 of said Section 20; thence run west a distance of 1321.54 feet to the Point of Beginning; Less road right of way for State Road No. 50." Parcel 2A: "Commencing at a point 7.78 chains north of the SW comer of the SE 1/4 of the SW 1/4 of Section 20, Township 22 South, Range 28 East, Orange County, Florida; run north a distance of 4.18 chains; thence run east a distance of 20 chains; thence run south a distance of 4.18 chains; thence run west a distance of 20 chains to the Point of Beginning." (O.R. 4734, Page 592) Parcel 3A: "All of the portion of the SE 1/4 of the SW 1/4 of Section 20, Township 22 South, Range 28 East, situated and lying between the following described parcels in Orange County, Florida: (a) The NORTH PARCEL being the North 1/2 of the Southeast 1/4 of the Southwest 1/4 of Section 20, Township 22 South, Range 28 East, Orange County, Florida, less the South 1.96 chains. (b) The SOUTH PARCEL beginning 7.78 chains North (N) of the Southwest (SW) corner of the Southeast 1/4 (SE1 /4) of the Southwest 1/4 (SW1 /4) of Section 20, Township 22 South, Range 28 East, run thence North 4.18 chains, thence East 20 chains, thence South 4.18 chains, thence West 20 chains to the Point of Beginning. Containing 22.523 Acres, more or less. (O.R. 3182, Page 2368) Parcel 1: "With a bearing of West on the South line of the SW 1/4 of Section 20, Township 22 South, Range 28 East, Orange County, Florida, begin at a point situated 478.8 feet North and 6 feet West of the SW corner of the SE 1/4 of the SW 1/4 of Section 20, Township 22 South, Range 28 East, thence run parallel to sold section line West 362.4 feet to the East right of way line of State Road, thence run South 39 degrees 47 minutes, 10 seconds East along said right of way line 527.36 feet, thence run South 89 degrees, 56 minutes, 10 seconds East, 29.05 feet to a point 73.49 feet North and 4.5 feet West of the said SW corner of the SE 1/4 of the SW 1/4 of Section 20, Township 22 South, Range 28 East, thence run North 0 degrees, 10 minutes, 50 seconds West 405.31 feet to the point of beginning." Parcel 2: "Wlth a bearing of West on the South line of the S W 1/4 of Section 20, Township 22 South, Range 28 East, Orange County, Florida, begin at a point situated 478.8 feet North and 6 feet West of the SW comer of the SE 1/4 of the SW 1/4 of Section 20, Township 22 South, Range 28 East, thence run parallel to said Section line West 362.4 feet to the East right of way line of State Road, thence run North 39 degrees, 47 minutes 10 seconds West along sold right of way line 210.3 feet, thence run along the arc of a curve to the right with a radius of 5304 feet a distance of 25.46 feet, thence run East parallel with said section line 513.11 feet, thence South 0 degrees, 10 minutes, 50 seconds East 181.2 feet to the point of beginning." Parcel 3: "Beginning at a point 10 chains East of a point 20.99 chains North of the Southwest comer of Section 20, Township 22 South, Range 28 East, Orange County, Florida, and run East 10 chains, South 10.43 chains, West 10 chains; North 10.68 chains to the point of beginning; less the right of way for the A.C.L. Railroad and right of way for State Road." LESS AND EXCEPT Therefrom that part thereof lying north of the North line of the South 1.96 chains of the North 1/2 of the Southwest 1/4 of the Southwest 1/4 of Section 20, Township 22 South, Range 28 East. Parcel 4: The West one —half of Richmond Avenue vacated by Resolution recorded February 23, 1999 in Official Records Book 5689, Page 830, lying Easterly and contiguous to Parcels 1, 2, 3 and Gap Parcel, Public Records of Orange County, Florida. GAP PARCEL- That portion of the East half of the Southwest 1/4 of the Southwest 1/4 lying Easterly of Bluford Avenue, less any portion lying in the following described parcels: With a bearing of West on the South line of the SW 1/4 of Section 20, Township 22 South, Range 28 East, begin at a point situated 478.8 feet North and 6 feet West of the SW corner of the SE 1/4 of the SW 1/4 of Section 20, Township 22 South, Range 28 East, thence run parallel to said section line West 362.4 feet to the East right of way line of State Road, thence run South 39 degrees 47 minutes, 10 seconds East along said right of way line 527.36 feet, thence run South 89 degrees, 56 minutes, 10 seconds East, 29.05 feet to a point 73.49 feet North and 4.5 feet West of the said SW comer of the SE 1/4 of the SW 1/4 of Section 20, Township 22 South, Range 28 East, thence run North 0 degrees, 10 minutes, 50 seconds West 405.31 feet to the point of beginning. AND: With a bearing of West on the South line of the S W 1/4 of Section 20, Township 22 South, Range 28 East, begin at a point situated 478.8 feet North and 6 feet West of the SW corner of the SE 1/4 of the SW 1/4 of Section 20, Township 22 South, Range 28 East, thence run parallel to said Section line West 362.4 feet to the East right of way line of State Road, thence run North 39 degrees, 47 minutes 10 seconds West along said right of way line 210.3 feet, thence run along the arc of a curve to the right with a radius of 5304 feet a distance of 25.46 feet, thence run East parallel with said section line 513.11 feet, thence South 0 degrees, 10 minutes, 50 seconds East 181.2 feet to the point of beginning. AND: Beginning at a point 10 chains East of a point 20.99 chains North of the Southwest comer of Section 20, Township 22 South, Range 28 East, and run East 10 chains; South 10.43 chains, West 10 chains, North 10.68 chains to the point of beginning; less the right of way for the A.C.L. Railroad and right of way for State Road. Together with the West half of vacated Richmond Avenue lying to the East of described property. Containing 5.633 Acres, more or lose. OVERALL PARCEL BEING DESCRIBED AS FOLLOWS: A parcel of land being in the Southwest 1/4 of Section 20, Township 22 South, Range 28 East, Orange County, Florida, described as follows: Commence at a railroad spike in cut (no I.D.) marking the southwest comer of said Section 20, thence North 89'44'53" East 1,306.37 feet along the south line of said Section 20; thence departing said section line, run North 0015'07" West 73.66 feet to the intersection of the existing northerly right of way line of State Road 50 ("Colonial Drive) (150.00 -foot wide right of way) with the northeasterly right of way line of Bluford Avenue (right of way width varies) and POINT OF BEGINNING; thence North 40'03'24" West 716.68 feet along said northeasterly right of way line to the point of curvature of a curve to the right (concave northeasterly); thence (from a chord bearing of''North 38'49'22" West) northwesterly along said right of way line and the arc of said curve, having a radius of 5,735.72 feet, for a distance of 247.02 feet, through c centrat angle of 02'28'03" to the westerly extension of the north line of the South 1.96 chains of the North 1/2 of the Southeast 1/4 of the Southwest 1/4 of said Section 20; thence South 89'56'50' East, along - said westerly extension, 633.27 feet to the east line of the Southwest 1/4 of said Southwest 1/4 of Section 20; thence .continue South 89'56'50" East, along the north line of sold South 1,96 chains of the North 1/2 of the Southeast 1/4 of the Southwest 1/4 of Section 20, 1330.12 feet to the east line of said Southwest 1/4 of Section 20; thence South 00'3252" East 734.66 feet along said east line to said existing northerly right of way line of State Road 50; thence South 89'48'26" West 1354.35 feet along said right of way line to the POINT OF BEGINNING. Containing 28.156 acres, more or less. SURVEYOR'S CERTIFICATE To: AmSouth Bank, an Alabama state chartered bank, Foley & Lardner, LLP, Attorneys At Law, Win— Ocoee, Ltd., Win —Ocoee II, Ltd., Forlizzo Law Group, P.A., William E. Colbum and David John Colbum, WGML Investments, Ltd., a Florida limited partnership, and JDF Real Estate & Investments, Ltd., a Florida limited partnership, Winderweedle, Haines, Ward & Woodman, P.A., Commonwealth Land Title Insurance Company, Walgreen Co., an Illinois Corporation: 1 hereby certify that on the 21st day of October 2003: (a.) this survey was made on the ground as per the field notes shown on this survey and correctly shows (i) the boundaries and areas of the subject property and the size. location, and type of buildings and improvements thereon and the distance therefrom to the nearest facing exterior property lines of the subject property; (ii) the location of all rights -of —way, easements and any other matters of record (of which I have knowledge or have been advised, whether or not of record) affecting or benefitting the subject property, (iii) the location of the parking areas on the subject property showing the number of spaces provided thereby, (iv) all abutting dedicated public streets providing access to the subject property, together with the width and name thereof; and (v) all other significant items on the subject property, (b.) there are no (i) encroachments upon the subject property by improvements on adjacent property, (11) encroachments on adjacent property, streets, or alleys by any improvments on the subject property, (III) party walls or (1y) conflicts or protrusions. (c.) ingress to and egress *am the subject property is provided by Bluford Avenue and State Road 50 (Colonial Drive), the some being paved, dedicated public rights - -of —way. (d.) All setback, side yard and rear yard lines shown on the recorded plot or set forth in the applicable zoning ordinances. (e.) Said described property 1s located within an area having a Zone Designation Flood Zone X (Areas of 500 year flood) and Flood Zone AE (Special Flood Hazard area inundated by 100 year flood); by the Secretary of Housing and Urban Development, on Flood Insurance Rate Map No. 220 of 700. with a date of identification of December 6, 2000, Community Parcel No. 1209500220 E. in Orange < County, State of Florida, which is the current Flood Insurance Rate Map for the community in which acid premises is situated. (f.) This map or plat and the SURVEY on which it is based were made in accordance with "Minimum Standard Detail Requirements for ALTA /ACSM Land Title SURVEYS ". jointly established and adopted by ALTA," ACSM and NSPS in 1999 and includes Items 1, 2, 3, 4, 5, 6, 8, 10, 11b, 13 of Table A thereof. Pursuant to the Accuracy Standards as adopted by ALTA, NSPS, and ACSM and in effect on the date of this certification that proper field procedures, instrumentation, and adequate survey personnel were employed in order to achieve results comparable to those outlined in the "Minimum Angle, Distance, and Closure Requirements for Survey Measurements Which Control Land Boundaries` for ALTA /ACSM Land Title Surveys." Abby q. Schaefer, P.L.S. No. 5221 DATE Dyer, Riddle, Mills & Precourt, Inc. 1505 East Colonial Drive Orlando, Florida .32 (407) 896 - This survey Is not valid without this Surveyor's original signature ALTA/ACSM Land Title Survey PARADISE SHOPPES OF OCOEE ORANGE COUNTY, F°KUJEL; I NO. 03- 0310.000 DATE JM 25e 2W5 SCALE None FLORIDA SHEET 1 OF 3 I CADD NAME DATE WARNING 0 1 FIELD BY RS \TT \DV 10/20/03 FMH AAS DRAWN BY RS \MN 11/20/03 FMH AAS IF THIS BAR DOES FMH AAS NOT MEASURE 1 CHECKED BY D.HOLT 11/20/03 THIS COPY OF THIS DOCUMENT IS APPROVED BY A.SCHAEFER 11/20/03 FMH AAS NOT TO SCALE REVISED BY CHECKED BY FILE: FILENAME I LEGAL DESCRIPTION• (O.R. 3827, Page 4258) Parcel 1 A "Commence at the SW comer of the SE 1/4 of the SW 1/4 of Section 20,Township 22 South, Range 28 East, Orange County, Florida; run north a distance of 514.99 feet; thence run east a distance of 1322.51 feet; thence run south a distance of 513.48 feet of the SE comer of the SE 1/4 of the SW 1/4 of said Section 20; thence run west a distance of 1321.54 feet to the Point of Beginning; Less road right of way for State Road No. 50." Parcel 2A: "Commencing at a point 7.78 chains north of the SW comer of the SE 1/4 of the SW 1/4 of Section 20, Township 22 South, Range 28 East, Orange County, Florida; run north a distance of 4.18 chains; thence run east a distance of 20 chains; thence run south a distance of 4.18 chains; thence run west a distance of 20 chains to the Point of Beginning." (O.R. 4734, Page 592) Parcel 3A: "All of the portion of the SE 1/4 of the SW 1/4 of Section 20, Township 22 South, Range 28 East, situated and lying between the following described parcels in Orange County, Florida: (a) The NORTH PARCEL being the North 1/2 of the Southeast 1/4 of the Southwest 1/4 of Section 20, Township 22 South, Range 28 East, Orange County, Florida, less the South 1.96 chains. (b) The SOUTH PARCEL beginning 7.78 chains North (N) of the Southwest (SW) corner of the Southeast 1/4 (SE1 /4) of the Southwest 1/4 (SW1 /4) of Section 20, Township 22 South, Range 28 East, run thence North 4.18 chains, thence East 20 chains, thence South 4.18 chains, thence West 20 chains to the Point of Beginning. Containing 22.523 Acres, more or less. (O.R. 3182, Page 2368) Parcel 1: "With a bearing of West on the South line of the SW 1/4 of Section 20, Township 22 South, Range 28 East, Orange County, Florida, begin at a point situated 478.8 feet North and 6 feet West of the SW corner of the SE 1/4 of the SW 1/4 of Section 20, Township 22 South, Range 28 East, thence run parallel to sold section line West 362.4 feet to the East right of way line of State Road, thence run South 39 degrees 47 minutes, 10 seconds East along said right of way line 527.36 feet, thence run South 89 degrees, 56 minutes, 10 seconds East, 29.05 feet to a point 73.49 feet North and 4.5 feet West of the said SW corner of the SE 1/4 of the SW 1/4 of Section 20, Township 22 South, Range 28 East, thence run North 0 degrees, 10 minutes, 50 seconds West 405.31 feet to the point of beginning." Parcel 2: "Wlth a bearing of West on the South line of the S W 1/4 of Section 20, Township 22 South, Range 28 East, Orange County, Florida, begin at a point situated 478.8 feet North and 6 feet West of the SW comer of the SE 1/4 of the SW 1/4 of Section 20, Township 22 South, Range 28 East, thence run parallel to said Section line West 362.4 feet to the East right of way line of State Road, thence run North 39 degrees, 47 minutes 10 seconds West along sold right of way line 210.3 feet, thence run along the arc of a curve to the right with a radius of 5304 feet a distance of 25.46 feet, thence run East parallel with said section line 513.11 feet, thence South 0 degrees, 10 minutes, 50 seconds East 181.2 feet to the point of beginning." Parcel 3: "Beginning at a point 10 chains East of a point 20.99 chains North of the Southwest comer of Section 20, Township 22 South, Range 28 East, Orange County, Florida, and run East 10 chains, South 10.43 chains, West 10 chains; North 10.68 chains to the point of beginning; less the right of way for the A.C.L. Railroad and right of way for State Road." LESS AND EXCEPT Therefrom that part thereof lying north of the North line of the South 1.96 chains of the North 1/2 of the Southwest 1/4 of the Southwest 1/4 of Section 20, Township 22 South, Range 28 East. Parcel 4: The West one —half of Richmond Avenue vacated by Resolution recorded February 23, 1999 in Official Records Book 5689, Page 830, lying Easterly and contiguous to Parcels 1, 2, 3 and Gap Parcel, Public Records of Orange County, Florida. GAP PARCEL- That portion of the East half of the Southwest 1/4 of the Southwest 1/4 lying Easterly of Bluford Avenue, less any portion lying in the following described parcels: With a bearing of West on the South line of the SW 1/4 of Section 20, Township 22 South, Range 28 East, begin at a point situated 478.8 feet North and 6 feet West of the SW corner of the SE 1/4 of the SW 1/4 of Section 20, Township 22 South, Range 28 East, thence run parallel to said section line West 362.4 feet to the East right of way line of State Road, thence run South 39 degrees 47 minutes, 10 seconds East along said right of way line 527.36 feet, thence run South 89 degrees, 56 minutes, 10 seconds East, 29.05 feet to a point 73.49 feet North and 4.5 feet West of the said SW comer of the SE 1/4 of the SW 1/4 of Section 20, Township 22 South, Range 28 East, thence run North 0 degrees, 10 minutes, 50 seconds West 405.31 feet to the point of beginning. AND: With a bearing of West on the South line of the S W 1/4 of Section 20, Township 22 South, Range 28 East, begin at a point situated 478.8 feet North and 6 feet West of the SW corner of the SE 1/4 of the SW 1/4 of Section 20, Township 22 South, Range 28 East, thence run parallel to said Section line West 362.4 feet to the East right of way line of State Road, thence run North 39 degrees, 47 minutes 10 seconds West along said right of way line 210.3 feet, thence run along the arc of a curve to the right with a radius of 5304 feet a distance of 25.46 feet, thence run East parallel with said section line 513.11 feet, thence South 0 degrees, 10 minutes, 50 seconds East 181.2 feet to the point of beginning. AND: Beginning at a point 10 chains East of a point 20.99 chains North of the Southwest comer of Section 20, Township 22 South, Range 28 East, and run East 10 chains; South 10.43 chains, West 10 chains, North 10.68 chains to the point of beginning; less the right of way for the A.C.L. Railroad and right of way for State Road. Together with the West half of vacated Richmond Avenue lying to the East of described property. Containing 5.633 Acres, more or lose. OVERALL PARCEL BEING DESCRIBED AS FOLLOWS: A parcel of land being in the Southwest 1/4 of Section 20, Township 22 South, Range 28 East, Orange County, Florida, described as follows: Commence at a railroad spike in cut (no I.D.) marking the southwest comer of said Section 20, thence North 89'44'53" East 1,306.37 feet along the south line of said Section 20; thence departing said section line, run North 0015'07" West 73.66 feet to the intersection of the existing northerly right of way line of State Road 50 ("Colonial Drive) (150.00 -foot wide right of way) with the northeasterly right of way line of Bluford Avenue (right of way width varies) and POINT OF BEGINNING; thence North 40'03'24" West 716.68 feet along said northeasterly right of way line to the point of curvature of a curve to the right (concave northeasterly); thence (from a chord bearing of''North 38'49'22" West) northwesterly along said right of way line and the arc of said curve, having a radius of 5,735.72 feet, for a distance of 247.02 feet, through c centrat angle of 02'28'03" to the westerly extension of the north line of the South 1.96 chains of the North 1/2 of the Southeast 1/4 of the Southwest 1/4 of said Section 20; thence South 89'56'50' East, along - said westerly extension, 633.27 feet to the east line of the Southwest 1/4 of said Southwest 1/4 of Section 20; thence .continue South 89'56'50" East, along the north line of sold South 1,96 chains of the North 1/2 of the Southeast 1/4 of the Southwest 1/4 of Section 20, 1330.12 feet to the east line of said Southwest 1/4 of Section 20; thence South 00'3252" East 734.66 feet along said east line to said existing northerly right of way line of State Road 50; thence South 89'48'26" West 1354.35 feet along said right of way line to the POINT OF BEGINNING. Containing 28.156 acres, more or less. SURVEYOR'S CERTIFICATE To: AmSouth Bank, an Alabama state chartered bank, Foley & Lardner, LLP, Attorneys At Law, Win— Ocoee, Ltd., Win —Ocoee II, Ltd., Forlizzo Law Group, P.A., William E. Colbum and David John Colbum, WGML Investments, Ltd., a Florida limited partnership, and JDF Real Estate & Investments, Ltd., a Florida limited partnership, Winderweedle, Haines, Ward & Woodman, P.A., Commonwealth Land Title Insurance Company, Walgreen Co., an Illinois Corporation: 1 hereby certify that on the 21st day of October 2003: (a.) this survey was made on the ground as per the field notes shown on this survey and correctly shows (i) the boundaries and areas of the subject property and the size. location, and type of buildings and improvements thereon and the distance therefrom to the nearest facing exterior property lines of the subject property; (ii) the location of all rights -of —way, easements and any other matters of record (of which I have knowledge or have been advised, whether or not of record) affecting or benefitting the subject property, (iii) the location of the parking areas on the subject property showing the number of spaces provided thereby, (iv) all abutting dedicated public streets providing access to the subject property, together with the width and name thereof; and (v) all other significant items on the subject property, (b.) there are no (i) encroachments upon the subject property by improvements on adjacent property, (11) encroachments on adjacent property, streets, or alleys by any improvments on the subject property, (III) party walls or (1y) conflicts or protrusions. (c.) ingress to and egress *am the subject property is provided by Bluford Avenue and State Road 50 (Colonial Drive), the some being paved, dedicated public rights - -of —way. (d.) All setback, side yard and rear yard lines shown on the recorded plot or set forth in the applicable zoning ordinances. (e.) Said described property 1s located within an area having a Zone Designation Flood Zone X (Areas of 500 year flood) and Flood Zone AE (Special Flood Hazard area inundated by 100 year flood); by the Secretary of Housing and Urban Development, on Flood Insurance Rate Map No. 220 of 700. with a date of identification of December 6, 2000, Community Parcel No. 1209500220 E. in Orange < County, State of Florida, which is the current Flood Insurance Rate Map for the community in which acid premises is situated. (f.) This map or plat and the SURVEY on which it is based were made in accordance with "Minimum Standard Detail Requirements for ALTA /ACSM Land Title SURVEYS ". jointly established and adopted by ALTA," ACSM and NSPS in 1999 and includes Items 1, 2, 3, 4, 5, 6, 8, 10, 11b, 13 of Table A thereof. Pursuant to the Accuracy Standards as adopted by ALTA, NSPS, and ACSM and in effect on the date of this certification that proper field procedures, instrumentation, and adequate survey personnel were employed in order to achieve results comparable to those outlined in the "Minimum Angle, Distance, and Closure Requirements for Survey Measurements Which Control Land Boundaries` for ALTA /ACSM Land Title Surveys." Abby q. Schaefer, P.L.S. No. 5221 DATE Dyer, Riddle, Mills & Precourt, Inc. 1505 East Colonial Drive Orlando, Florida .32 (407) 896 - This survey Is not valid without this Surveyor's original signature ALTA/ACSM Land Title Survey PARADISE SHOPPES OF OCOEE ORANGE COUNTY, F°KUJEL; I NO. 03- 0310.000 DATE JM 25e 2W5 SCALE None FLORIDA SHEET 1 OF 3 .14. 00 n 7 r%. _2o S. LINE, N. 1/2, S.E. 1/4, 00 00 S.W. 1/4, SEC. 20-22-28 00 L6 < 0 0 0 z 0 ¢O F_ LU Vi 1320.00' (D) (20 CHA.) R 5735.72' EAST LINE I I I I L = 247.02(M) I PARCEL 3 11_� "41 A 02 LIFT STATION EASEMENT E V � C 247.00'(M) _:71�TPA T LINE , CEL 2A (O.R. 3556, PG. 1437) FND. 6%6" C.M. NO (I.D.) N.E. COR., N.W. 1/4 SECTION 20-22--28 XA - 49 zz w(m) PARCEL 3 LIFT STATION EASE ENT I 150, TEMPORARY CONSTRUCTION EASEMENT (O.R. 3673, PG. 2167) (O.R. 3556, PG. 1434) v w 1 cq EED GAP � \ -------- - - - - -- 513.11'.. (D) LLJ \ �\ \ z 3: 0 "PARCEL 2" ry Lij 3 r, LLJ 0 Ile) 00,9 n 0 c6y 0001 �O y- Lo n 0 CO 10' FLORIDA POWER DISTRIBUTION EASEME (O.R. 3756, PG. 663) O.R. 3556 PG. 1,437) z IJ U CY 00 V) < 00 cq 13 (D < Lu '(20 CHA.) < J 1320.00' r w __J < 0 > I I 1 POINT OF U) Ld ;b \ 3 6 24 .' (D) < elf V BEGINNING uj CNI w �w Zo fl— I It FLOOD ZONE AE 1 ()I " P ARCEL ZA POINT OF. � I / o BEGINNING S LINE o "PARCELS 1 & 2 _j I PAR EL 1A A Q 1, Li '11z_ oo � PA CL , C14 60.00' PUBLIC UTILITY— 6 00 Lu \ �-'� \ \ EASEMENT, VACATED < 0 25 50 100 <P O RICHMOND AVENUE Z I = I / Lu 0 0) u 0) GRAPHIC SCALE 001 1 50 "PARCEL 1 'per s\ \ F-- ^ Z ..�1 cn �� �''\ \ z LLJ 01 LLJ -j- 0 V) < CE -q- uj Vi LEGEND 0,p N 3r ,Y; g � I P t S.R. = STATE ROAD 0, �D r-, I ' n y (D) = DEED :73 (0 () - MEASURED F- rr7 b F.D.O.T - FLORIDA DEPARTMENT OF TRANSPORTATION 1�p 0 u") C.M. = CONCRETE MONUMENT - 0 I.D. = IDENTIFICATION "PARCEL 1A" I.R.&C. = IRON ROD AND CAP W L.B. - LAND SU RVEY URVEY BUSINESS _Ij z PILS = PROFESSIONAL LAND SURVEYOR _j --- I I SEC. = SECTION EAST LINE PARCEL 1 FND. - FOUND Zoned A— I R.R.- RAILROAD R/W - RIGHT OF WAY C = CHORD LLJ C.B. = CHORD BEARING 2 ., q = CENTERLINE 0 n I A =DELTA 0) O, L = ARC LENGTH NO. - NUMBER C-4 I cc�, I m S LINE P.C. = POINT OF CURVATURE Lf) %_.R PAR EL 1A P.O.C. = POINT ON A CURVE r< '4 �, 1 1 (N.R.) = NON-RADIAL CD 1 1­11 P.T. = POINT OF TANGENCY 00 R = RADIUS (RAD-) = RADIAL SET 5/8 OR. & C S. = SOUTH (L.B. No.'2648 &"" 460.00'( 1330.51'(C) S.E. = SOUTHEAST M) S.W. = SOUTHWEST W. = WEST S89*48'26"W N. - NORTH % E. = EAST (C) - CALCULATED POINT OF %rPOINT OF O.R. = OFFICIAL RECORDS (BOW) PG. COMMENCEMENT LO BEGINNING = PAGE INV. - = TYPICAL INVERT OVERALL S. LINE SECTION 20 0 OVERALL (TYP 20 = BENCH MARK 4N z SECTION 20 N89 2661.1 M N&D - NAIL AND DISK if N89*44'53"E 1,306.37'(C) PVC - POLYVINYLCHLORIDE PIPE 1321.54'(D) RCP = REINFORCED CONCRETE PIPE 29 SECTION 29 N89'4$'26 " E � r ELEV. - ELEVATION FND. R.R. SPIKE IN CUT S.W. CORNER R/W S. R. 50 PILS m PROFESSIONAL LAND SURVEYOR NO (I.D.) S.E. 1/4, S. 1/4 POINT OF CHA. - CHAINS LO P.B. - PLAT BOOK BEGINNING STATE ROAD 50 PGS. = PAGES "PARCEL 1 A" (F) - FOUND C-2 - COMMUNITY COMMERCIAL DISTRICT (CITY OF OCOEE) A-1 - CITRUS RURAL DISTRICT (ORANGE COUNTY) Lu I Ld ,,--UTILITY EASEMENT FMH AAS 48 (f) (O.R. 3576, PG. 1183) ADDED (M) MEASURED AND (C) CALCULATED DESIGNATIONS LIFT STATION EASEMENT DATE REVISIONS REVISED BY C=HECKED BY AND UTILITY EASEMENT REVISED BY TEMPORARY CONSTRUCTION EASEMENT (O.R. 3576, PG. 1183) --\ u_ Ir(O.R. 3576, PG. 1180) Ld (O.R. 3556, PG. 1437) N c:) k ' C14 N LIFT STATION EASEMENT CAREY L. HILL, TRUSTEE \11 (O.R. 3576, PG. 1183) SET 5/8 I.R. & C. (L.B. No. 2648) < n TEMPORARY CONSTRUCTION EASEMENT Zoned C-2 633.27' S89*56'50"E (O.R. 3576, PG. 1180) S89@56'50"E 1330.12'(C) P.O.C. 1420.00'(M) __j X 1 "4� " P A R CE L 3 A .14. 00 n 7 r%. _2o S. LINE, N. 1/2, S.E. 1/4, 00 00 S.W. 1/4, SEC. 20-22-28 00 L6 < 0 0 0 z 0 ¢O F_ LU Vi 1320.00' (D) (20 CHA.) R 5735.72' EAST LINE I I I I L = 247.02(M) I PARCEL 3 11_� "41 A 02 LIFT STATION EASEMENT E V � C 247.00'(M) _:71�TPA T LINE , CEL 2A (O.R. 3556, PG. 1437) FND. 6%6" C.M. NO (I.D.) N.E. COR., N.W. 1/4 SECTION 20-22--28 XA - 49 zz w(m) PARCEL 3 LIFT STATION EASE ENT I 150, TEMPORARY CONSTRUCTION EASEMENT (O.R. 3673, PG. 2167) (O.R. 3556, PG. 1434) v w 1 cq EED GAP � \ -------- - - - - -- 513.11'.. (D) LLJ \ �\ \ z 3: 0 "PARCEL 2" ry Lij 3 r, LLJ 0 Ile) 00,9 n 0 c6y 0001 �O y- Lo n 0 CO 10' FLORIDA POWER DISTRIBUTION EASEME (O.R. 3756, PG. 663) O.R. 3556 PG. 1,437) z IJ U CY 00 V) < 00 cq 13 (D < Lu '(20 CHA.) < J 1320.00' r w __J < 0 > I I 1 POINT OF U) Ld ;b \ 3 6 24 .' (D) < elf V BEGINNING uj CNI w �w Zo fl— I It FLOOD ZONE AE 1 ()I " P ARCEL ZA POINT OF. � I / o BEGINNING S LINE o "PARCELS 1 & 2 _j I PAR EL 1A A Q 1, Li '11z_ oo � PA CL , C14 60.00' PUBLIC UTILITY— 6 00 Lu \ �-'� \ \ EASEMENT, VACATED < 0 25 50 100 <P O RICHMOND AVENUE Z I = I / Lu 0 0) u 0) GRAPHIC SCALE 001 1 50 "PARCEL 1 'per s\ \ F-- ^ Z ..�1 cn �� �''\ \ z LLJ 01 LLJ -j- 0 V) < CE -q- uj Vi LEGEND 0,p N 3r ,Y; g � I P t S.R. = STATE ROAD 0, �D r-, I ' n y (D) = DEED :73 (0 () - MEASURED F- rr7 b F.D.O.T - FLORIDA DEPARTMENT OF TRANSPORTATION 1�p 0 u") C.M. = CONCRETE MONUMENT - 0 I.D. = IDENTIFICATION "PARCEL 1A" I.R.&C. = IRON ROD AND CAP W L.B. - LAND SU RVEY URVEY BUSINESS _Ij z PILS = PROFESSIONAL LAND SURVEYOR _j --- I I SEC. = SECTION EAST LINE PARCEL 1 FND. - FOUND Zoned A— I R.R.- RAILROAD R/W - RIGHT OF WAY C = CHORD LLJ C.B. = CHORD BEARING 2 ., q = CENTERLINE 0 n I A =DELTA 0) O, L = ARC LENGTH NO. - NUMBER C-4 I cc�, I m S LINE P.C. = POINT OF CURVATURE Lf) %_.R PAR EL 1A P.O.C. = POINT ON A CURVE r< '4 �, 1 1 (N.R.) = NON-RADIAL CD 1 1­11 P.T. = POINT OF TANGENCY 00 R = RADIUS (RAD-) = RADIAL SET 5/8 OR. & C S. = SOUTH (L.B. No.'2648 &"" 460.00'( 1330.51'(C) S.E. = SOUTHEAST M) S.W. = SOUTHWEST W. = WEST S89*48'26"W N. - NORTH % E. = EAST (C) - CALCULATED POINT OF %rPOINT OF O.R. = OFFICIAL RECORDS (BOW) PG. COMMENCEMENT LO BEGINNING = PAGE INV. - = TYPICAL INVERT OVERALL S. LINE SECTION 20 0 OVERALL (TYP 20 = BENCH MARK 4N z SECTION 20 N89 2661.1 M N&D - NAIL AND DISK if N89*44'53"E 1,306.37'(C) PVC - POLYVINYLCHLORIDE PIPE 1321.54'(D) RCP = REINFORCED CONCRETE PIPE 29 SECTION 29 N89'4$'26 " E � r ELEV. - ELEVATION FND. R.R. SPIKE IN CUT S.W. CORNER R/W S. R. 50 PILS m PROFESSIONAL LAND SURVEYOR NO (I.D.) S.E. 1/4, S. 1/4 POINT OF CHA. - CHAINS LO P.B. - PLAT BOOK BEGINNING STATE ROAD 50 PGS. = PAGES "PARCEL 1 A" (F) - FOUND C-2 - COMMUNITY COMMERCIAL DISTRICT (CITY OF OCOEE) A-1 - CITRUS RURAL DISTRICT (ORANGE COUNTY) 150 RIGHT OF WAY A PER F.D.O.I. R/W MAP SEC. 7505—(105) CADD NAME DATE WARNING FIELD BY RS/TT/DV 10/20/03 I BY 11/20/03 CADD DATE FIELD B lo 2o/o3 D R P I L W RS/BAD y DATE RA N By IF THIS BAR DOES NOT MEASURE 1" L� BY DRH 05/09/02 ENGINEERS SURVEYORS PLANNERS -SCIENTISTS THIS COPY OF LB# THIS DOCUMENT IS pp OV By 11/20/03 APPROVED BY A.SCHAEFER 11/20/03 NOT TO SCALE 1505 East Colonial Drive - Orlando, Florida 32803 - (407) 896-0594 10 Lu Ld 2/28/05 REVISED SCALE TO FIT 2436 SHEETS FMH AAS 48 (f) 1/26/05 ADDED (M) MEASURED AND (C) CALCULATED DESIGNATIONS FMH AAS DATE REVISIONS REVISED BY C=HECKED BY DA REVISIONS REVISED BY CHECKED BY 150 RIGHT OF WAY A PER F.D.O.I. R/W MAP SEC. 7505—(105) CADD NAME DATE WARNING FIELD BY RS/TT/DV 10/20/03 I BY 11/20/03 CADD DATE FIELD B lo 2o/o3 D R P I L W RS/BAD y DATE RA N By IF THIS BAR DOES NOT MEASURE 1" L� BY DRH 05/09/02 ENGINEERS SURVEYORS PLANNERS -SCIENTISTS THIS COPY OF LB# THIS DOCUMENT IS pp OV By 11/20/03 APPROVED BY A.SCHAEFER 11/20/03 NOT TO SCALE 1505 East Colonial Drive - Orlando, Florida 32803 - (407) 896-0594 10 1w C4 LO N cn Lu Ld 00 00 0 48 (f) I.J - _0 n 00 LO u_ Ld N c:) k ' C14 N \11 < n u') __j 1w C4 LO N cn 1321.54' (D) f 1354.35 LO 1`11. SET 5/8" 1. R. & C. (L.B No. 2648) \-NORTHERLY R/W LINE c� FND. BOLT IN WEL NO (I.D.) S.E. COR., S.W. 1/4 SECTION 20-22-28 SOUTHERLY R/W LINE ALTA /AGSM LAND TITLE SURVEY PARADISE SHOPPES OF OCOEE NTY rmu-itu I NU. 03-0310.000 DATE JANUARY 25, 2005 DATE SCALE 1 " =50' FLORIDA SHEET 2 OF 3 Lu Ld 0 0 00 __j 1321.54' (D) f 1354.35 LO 1`11. SET 5/8" 1. R. & C. (L.B No. 2648) \-NORTHERLY R/W LINE c� FND. BOLT IN WEL NO (I.D.) S.E. COR., S.W. 1/4 SECTION 20-22-28 SOUTHERLY R/W LINE ALTA /AGSM LAND TITLE SURVEY PARADISE SHOPPES OF OCOEE NTY rmu-itu I NU. 03-0310.000 DATE JANUARY 25, 2005 DATE SCALE 1 " =50' FLORIDA SHEET 2 OF 3 • DATE 36" 0 1 ell 2b 036" e A60 3636 O 0 26- FP 1�a6 420�' 13p - :137 O " U O 3b LIF STATION 123.7 • 12Iw_3..-1--- �_ _ 12 •4 - Ll(TYP) KI HL - - » R » SITE « p 10 5" 14" 15" g28- 18" 4Q' 20" 11"' 24 ri25 O q 5" « " " 246 0+ 024 10 «.15 30 O �•�20" @36" O �4p" O11" ®" 18�,,18" 2O i00 �0 V25 36 ti 24" ti?' 15» (1/�5j�J�c� 24" 36 8 O lJ `k✓y O r O O O I VI : 1 Qw 12 2Q (32« 24O8. 24» O (i)12 024,e 24'rC24" .F � 0" k 8- 0 �Rh O» UNKNOWN 8 �8" UNKNO (►/(��J7\J7g» SpO. � 24" T� 80 241R 8 0 �R• 18"0 2Ra 24" 0 ZF� Ge ZR4j 36" 24" » O 32- 15" 15" 18 Raab tiZ�b \r tiZ Aq 10" 15" ti 0 fN�� ti22�h I (�)2" 8" 18" 28" y 15" g j �,1 h.1 N 18" 28" 28" 16" 18" 18" /�15" 18" 26" 15, 12' 8" 8" r 1 `r �,p✓ �.�� ^ ,2 y� ~2 �2,..._' / / � �^(�18" O28» 40"' O O 24« 18" 24" � » O 18's✓ 18� » O � 'mP 8 ^ O h� � GUY WIRE (TYR) 12c O 24 12 15 / 9. O. 8 15" 018'RCP A-"�W�TER VALVE 15» 24 12" 24" �.f-/UITLITY POLE (TYP.) " 9^ " 8^ 26» t8» 15" 24" 14" 10" 15" 15" 12^ 24" 16( 9" PD :a. 30' 08" '28" ti� O SANITARY a ! "® 0 15 �12 " �w 15�p 8" Q16" ®24 20» 22" O �✓16" 12^ 8" 1 O - MANHOLE 24 ('� "UO �P[Co1 „ 0 � j 18.5 118,3 18" _ I � � 18" �y `✓ " 18 13 14 15 12 18 N g" " /, �'"' 9 • ,1 S. INV, 109.99 rL 28 1146\ O N. INV,=109.94 , I�' 28"' ^24" - 19" 15jb15" 2015" O18" /• 4! �30;8»�g". �205 18.0 8" 12" "1 �8,��g1 14"� �Z �•J y 1 s 12" 18" O18" 4J 6 O (V V - „ 125.3-4-� • 120.5 119.5 ` `•- 2 12 a. 36 28» 36" 125 `1 I •123.8 • 122.8 121.8 ('�15" 11" �19P 119A 1�$' O18" & O O / �� 1 -'' - • 124.8 • 124.4 2» 2 9" 18" 28" DIRT ROAD ®26" a 8 O 9^ G BTC 18 �7" 126• 24.0 14" �g^ ®14"18«� 16 3" " 14�p20h�� (TYP.) 34' 15" O �CG'TJ 24"�24" j rc' 18" t 0 15" 22 18" 18 14 14 12" ---'"� 9" n � 15" 18" 18". 20" 15"' 10" ►n ,�tg 1161 14" ai 10 6 a L 15" 36" 14' 24" 22O " �• �18" 14" 4' O 20" O �22" ( 9 b)� O g24" 9 (9 11 12" » 15" 15" " 16"0 I\ 14 18" 18" ti 68" —UTILITY POLE 8" W ti,J d " 4" Z 4^ O 18" 1Q� 20" O10" 14" 32" 15" 18" " 8" 12" 20" O20» 16 11 O 12" / (TYP.) 215* " " p15" 15"O `ov+.I " O 18 O 22" O13 O 14���JJJ f0 » 0,01 " " 32» 12"O ti"8 2 �' �q10". 18 F r' N 34 " 24" 18" /. 68O FLAG BTC 5 10" 344 J.�� 14" 18" 8" 13" Q7 8» O " 15" O9" (� /, 32 12 32 " 8 "g 10" 14"(" "(0 O 4" 1ti 15" o o °17" 12" O 18 " 36 028. 42"U" I 15"8 W4"14 15" 14 4"' " f I II �.! �S �22 9" 026" 34" 12" 15" 10" 8" " 20" " (14" 25" 15" 12 101 , OPT v� O» 21"z4" 11" O 36 ` M 14 N "-�. ` I , OO 24-0 V O 09» R( 2 (UNKNOWN) m b• b 838",/ L y 21 1 1" " 24 40" •tit '+Z 38"O 240 1�'6�0 �� 12" 2" ��� L'( 1164 . FLAG BTC rC 2 F14 S 6-1 \ 2 " «013 12 O O �56 - --- - ""'__124.2 22 8 14" 20" 9��14" 15" G`� l2 , f •\ 4 " 1 I - . ;124.9 124.8 _ " T6-----•, 00 O O� Jas 6p9 �368» -Q" "- 12" tiZh• I \f 'DIRT ROAD 3" 15"" 15" .,`- 22" a 10� O 018"' 40" 3 o� l,J 15 .o « �. O 18 24 12�4 121 ' . _ ti20� L•JV40 mi 2" " .9 t9 " 2lb 8"aV 6 2• 14 28 ( I (� CTYP.) " (� gGF'1 1�s3 IDS 5�02 8" lb " 24 18" 12" � rLb' 12"® " 126- I 41"O 26 C7 1` � _21.6 1 ,2 ' .. O 8 13" ®0» (�4 " 10" 30�^ '" ,� - t 0" 14 �Zp,!'r �16" 121 01 2O 15» O 6 13 O 26'1`� 15 O 8 24 O I I 20" 7 32 G B 8 WATER'S EDGE f t ! 30" %D 9"O11» 11"01 » 34" 14" ti �\ 25 26"0 �30" 13° �2b f 125" " 5" � 1 ( 18" 9� 20 10" O 9„ I �y 36" 15" N titi0 ^ <10-�1-03) � "r 40" 8" " V © V 13 aD I I O V' O � n 24" ~~ C+F g« " 27" 11 " 30" 36" I " 12" 18" " .ti� �✓ ALM 11 O " ( 13 O 12 �� S92 28 » 11" e" 8" 32 O O " O 10 48� 14" I 15" 12" 2" 10" $ g G 8TC 7 O 12» .. `✓ 12 "O 20 O CO ti Ct'L l� 4» 24 10" .d 26 OO 10" " I I " 9J36 O 14" ��9y / " F F S3 6,l 9 25 8. » 16 I 10-0 36 15"70 0 d 2" � 14 O t 3 " `ter O °llD � 26 20 I O >> 9L las S9l 18" 10 O O 11 "10" O 10" 15" 18" I SANITARY O15 t3" °�'1 13" O60" 5• 2 014" 10 " 24( 15 O I MANHOLE 28 0 30" WETLAND LINE A ^� S FLAGGED 20" yb 8 24 O O " I �S. INV•=110.54 O8" O4 d 15^ 19" 26" 15" 012" 012 ( N. INV•=110.42 �oo� 20" BTC 8 BY BI❑-TECH CONSULTING C10-9-03) qy F`,L IDS I�S� �� 8" ,! �+ 8) 10" 10" T� ✓�'m 16" � O / 17" 2""" » 13" 13"O 8" 0• O G 6 c' Z. O 14 2 r e LEGEND Ol \ s `cis ,pq�\ 15�Q40 O 8» O (I 28O O�0" 1 18"tea » r 52" 'p et' �S !. � l 10 N� 48" GUY ANCHOR f C� O 12 .0 ®_L m 9 8� 1 A � 24 p 13" S • b31 25 20« r) V 11 BENCH MARK ,9 s94 r 120 O ✓ ��' O 24� 36p 14, PALM a0. '1% �'Ay • l� �(� 13" `�Ve Ir ''2� � 25"0 '. ( " 8" w a " 60O l71T i TRAFFIC SIGN ��9`S �7,g 30 } z N 22 FLAGBTC 9<t2" .1,.J 15 36" 36"�00 UTIUTY POLE G A S9� S�8 \ C,9 \ 9� 126,E 0� �•���' `L� 10" to k w 34 0 'wV qL S ` 6 H O O 4 » 18' 018" O9« INDICATES 100 YEAR FLOOD ELEVATION BEING 118 �D F J' fp 1 41 z( U O 04 WATER VALVE <q�'F,y� 9 \ ��'F�` y 15" 8 ti2A. .,2A, 10 -1 I I ,1F 36" 0 30" 36" BASED ❑N FLOOD INSURANCE RATE MAP `� 22" O ® I tit O © O26 15" PANEL 220 OF 700 EFFECTIVE DATE DECEMBER 6, 2000 12 O OAK TREE AND SIZE E`,py �\ O 3" 22" t9" 12" H I ( 3 " 13 38" O FLAG 10 12 T 10" j® F- II W 8 1 8 Q sw�TcuM 24' " � lc'S •� �14 ,pO c�6, 15� N N 08" 0 O O 18 *PALM TREE AND SIZE 0 99 G�, \�� �j2�F -> ¢ 1� » -+ " - 1p0,9 20" 18" 99 �r�� !N`r�` fi _ 38" 21w 15"O LJ I 12" 8"9 ,Lb� g" SWEETGUM 24" 0110 PINE TREE AND SIZE (2� j4" �tZ ✓ �S9 36" 7^ 15»0 1I y »0 O«�9" �g» 10"0 O 24" O \�0 O ' t 8 13 V-�✓ 16" --w---- WATER LINE I 3,85 s► IDS 32 ro o I 9" V ®13^ O 36" 0». _.._ c'SgGAS LINE i t 3 1 ' n�� 6 10" 116.E \q� 18" 2�, ti 40" O HF0 BURIED FIBER OPTICS CABLE \,1� O 24'0 ,1'� Zb3 » t 4" • - 5" FLAG TC 11 1�S L COLUMNS 26 p " t1" 2 « ----F�------ SANITARY FORCE MAIN P�� c'Sgs s 9�L� 22" 19O I C❑SLABT ,�,� fb (TYP.) O28 — - - - OVERHEAD UTIUTY LINE �\ r O I «, l�, j0 018 4 " G � " � " 36 � O � " l- 36 I 36 8 --x x *-- CHAIN LINK FENCE p�G,p �569 �•p \ \A O f 48Q O " �15" 18 " w �` 18 , - PREVIOUS LOCATIONS OF , � 21" 19" 22" 20" I 1 20 O" _ 20" 4Q 13" 3^ 1 11 C'9t�F J,r� OO (�/ ©22" 1`'6 Q 24^ » ^ 5" PINE 6 �-WETLAND FLAGS BTC 12 & 14 t 20^ 112 » PINE G TC 12 SET BY BIOTECH CONSULTING (10-9-03) \\ if 114, 26» 2 0 rr CURRENT POSITIONS RESET BY 25" O '' 36" rr� , S6 % O SANITARY 15" » ST, JDHN S WATER MANAGEMENT DISTRICT (02-24-04) q� d .., 18 15* 18 9S \ A 17" PA MANHOLE 30" 18" F 9,y TRAFFIC SIGNAL w O O � a 38 W. INV,=111.18 � G BTC 1 �\ 22 _ SPAN POLE 0 E. INV.-111.26 36"CAj ODIC PROT C ION 20» 0 20 18 UITLITY POLE <TYP,) ao I POST SIGN TEST STATION Akita 8» 30 G 14 4� TRAFFIC SIGN a" ,. 1n". BURIED FIBER 1�'S _ a OPTICS CAB 8S 1 S o T , w..'.. _ WI ING 9 t I Y --- Ury- __w'•6 _-- _ � GUY WIRE(TYPJ 2 12 RCP-w---------w -w- -w---- BENCHMARKS I . PUL BD - o s, aFB- ' ' ' ' BFp="-- E. INV,=11126t l 2 T � BURIED � BER O 25 50 1 00 — B �_ i- -i � c' , 1 c' -- -w_ i 3 (TIP, 24 >�a-.._.._ �+ . _.. FM-- �—-Fµ-G------�N---_..-- ,�w- aFp •• ❑PTICS LE (TYP) B.M. #1 -ELEVATI❑N = 127.07 i FND. 1 I.P.CN❑ #> 1 —--�---�7—Ft�-- 0.09 -•RFD• N&D 706.41' S,E OF THE POINT OF INTERSECTION OF c°S l�, 12 RC 8 PV 1 p, �g3 1 _ 9 OLD WINTER GARDEN ROAD AND S.R. 501 64,21' S.W. OF GRAPHIC SCALE B.M. #2 l�s �� s 6 125.35 125.08 1 - i I 1� t , Ze !',p t AP4,l 141.6 1'I1 WIRIN " 8 PVC I I THE CENTER LINE OF OLD WINTER GARDEN ROAD ON A 1 " = 50' 5/8 I.R. �9 / SANITARY 1 �46n 3,q� 3f -- PULL B❑X �'Q �'0, 5' C❑NC, SIDEWALK ELEV. = 125.10 MANHOLE 1 LIN _- / 3p Iq� GUARD RAIL E. INV.-111.09 j LASPHALT PAVEMENT-N, yIATER (TYP.) - I -' --EDGE OF PAVEMENT N• INV .=110.87 WEST BOUND LANES BURIED-/ I SANITARY B.M. #2 - ELEVATION = 125.10 �. _ --�'; B W. INV.=110.90 1 i tL LPHONE vq MANHOLE 119, 5/8' I.R. 60' NORTH ❑F THE CENTER LINE OF S.R. 50� ;"TURN LANE' MEDIAN 8 1 ila ' PEDESTAL W. INV.=112,CC a 35' EAST OF THE CENTER LINE OF BLUF❑RD AVENUE l�sll 1�S6S �` i ail ` 'S.9 AO EAST BOUND LANES `se (TYP,) S. INV.=112,69 TRAFFIC SIGNAL i T STA TE ROAD 50\- LINE � � MANH LESANITARY TRAFFIC SIGNAL 1 TURN LANE V.=113.45 8"PV UITLITY POLE SPAN POLE (TYP.) CADD NAME DATE 0 WARNING 1 FIELD BY RS/TT/DV 10/20/03 ALTA/ACSM LAND TITLE SURVEY DRAWN BY jgh/BAD 10/21/03 IF THIS BAR DOES PARADISE SHOPPES OF OCOEE - - 2/28/05 REVISED SCALE TO FIT 2406 SHEET FMH AAS NOT MEASURE 1" CF ECKED BY J. LANCE 10/21/03 ENGINEERS • SURVEYORS • PLANNERS • SCIENTISTS THIS COPY OF LB# 2648 3/30/04 ADDED SANITARY SEWER; REVISED WETLAND FLAGS BTC 12 & 14 BAD AAS THIS DOCUMENT IS APPROVED BY A.SCHAEFER 10/21 /03 j NOT TO SCALE 1505 East Colonial Drive - Orlando Florida 32803 - (407) 896-0594 REVISIONS REVISED BY CHECKED BY DATE + REVISIONS 1 REVISED BY + CHECKED BY ' ORANGE COUNTY, Ll PROJECT NO. 03-0310.000 DATE JMUARY 25, 2005 SCALE 1 "=50' FLORIDA " SHEET 3 OF 3 It N':; i 1 i; i ` i • li i t t li `i {li it Ili i 1 XXX J POND 2 t I f , rr' t \ °a ..... a. -' ... SINE STREET­:?_. _._... ; -` , Fes f ,(€ g #qe p g S H O WN FOR P UPC SPLIT -FACE BLOCK (COLUMN & WALL BASE) TO MATCH TSE TAN TARMAC AMERICA, INC., PROVIDE INTEGRAL WATER REPELLENT IN BLOCK AND MORTAR ( "DRY - BLOCK ") 10 -8" 10 -0" 0 PRE -CAST M CONC. CART RAIL.-­_ (n Z I� , , \ d A �...tt 0 i t \. • � Uo TEN\ TENANT XXX J POND 2 t I f , rr' t \ °a ..... a. -' ... 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" C. 014" OAK 8" 10 08 8 " q 1 � " 0° 010" 8 " O8" O 10" Og" 3 " ( " » Og "O o11" Os CO$ CI° " ° 114 8' 01 10" a" 10 . 012" �' ( :$ M W s °° • ° P 9.0 027" 0 08 ° " Ol t" 08. �" %9 . 7 4' " 011 ° Ot 1" 01 1 » 8 Ot3 010" Ott « 08" �, �» �» 13" 08 (909" O$•. �g" 10" 016" P 2 "0(1.8 Oa' 012 09 A 0t 4r 08_ 012,,x$ 010~ " -- " 14" 012 13' 0 019" 0 " � � (�$» 9 8 » O OS 012 OAK c �� 0 "QS V� "fig 08* r A 10 9 016" 91- 0 O12" O10 O8" ` C " 08" ° i1 " o11 08" 010" 0 8" 013° 0t2, 09" 012" o 08 . 012 08, �s 012~ 12" 01 o " O " 012~ (9_ Q 8111" co" 08 08~ 1" O 0' l Q9" 011' 08" 012- *. 09, 010" 6w 08" 3150 08 „ ( 8, ^sw e (s9 x 100 014" OAK 08» 11" ` � J ( Ol Q10. 09A o11" 1012" 011" " 014 0 09• 09" 010 Oa" �6 014 011 �" 09, O °8° 09" 08" 011" 09" 0 0 10" ^ loo 0t 3" 0 011 " 0g, (��» ( " 010" lJy 018" 14~ 10" 08 09" O11" (� » 08 014° Q9» 2 � » 0 � . A 015 012" 3, 014" 11 A ' " 0" 9' 0 09 (�. " " 09 " `C J11 014 " 4;* 013s nn R E 012" 1+4 E EE " 1 1 " 0 11" 8 09" 9 « 14" 10" 09" �2. 012 012 4 0$ " 0 8 (8. . 8" Ole O Qg• C JS �7" O (,2" LI FT STATION 0 & I ° ° o ° ° ® ® 0 0 SEE DETA L cQ 0 0 ° ° (9 OD (5) o 0 0 Gn °0 (�®�° 6) 0 0 ° OO 0 Q o 00 0 Q 0 0 0 0 @ (9 000 00 O (7p 0 c4 0 0 o_ o 0 0 C6 (0 o O 0 0 � C 0 (!o ° ° ° ° ° TERMNAL �NTPRNCE ISLAND BUFFERS, SEE 0 °:,, • Q) 0 ( �PETQLS 0 0 0 O 0 0 0 0 0 0 P N D INTERIOR DRIVEWg 0 G0 0 SEE DETAI - e g 0 ENTRANCE Q$LANf , ° 11111 TYPICAL, SEE DETAILS oc) 0 O �O 6 A Now • 1 15' MIN. SR50 AND BLUFORD BUFFER, SEE DETAILS APPROXIMATE LOCATION OF —� BENCH, BIKE RACK AND TRASH RECEPTACLES, SEE DETAIL j • ilk 15' MIN. SR50 AND BLUFORD BUFFER, SEE DETAILS APPROXIMATE LOCATION OF BENCH, BIKE RACK AND TRASH RECEPTACLES, SEE DETAIL co ° 0 P ° SEPDETAIL ° 0 ° 00 0 - o BUIL_DI 0 ENTRANCE AND —' ENTRANCE ISLAND BUFFERS, SEE DETAILS STATE ROAD 50 Lake Bennet 020' (SPOT) 012 (SPLIT) 017" 0 09' (SPOT) ow 9. 010" lo (SPUT) NORTH 010" 09, O 012" 010" 010• 0 30' 60' 120' 13" (SPLIT) ° 01 9» 0' (SPUT) nmml� mi O ' ° s" 011• 0t 1 . o SCALE: 1" EQUALS 60' 012, Oc 09 . 0 1 0" 01 3 ° 01 8 " O O 012" (SPOT) O 014" 14" (SPOT) /0 08" 0 9 0 01)4 % 4 0 A. 000 O , 0p 00 o 0 p �� 00 j o n 09" (SPLIT) ow 9. 00 09 010" 09, 010" 010• 011' 0 � o 08" 09" n r___1 Oc 09 . 012" O O /0 08" 0 9 0 01)4 % 4 0 A. 000 O , 0p 00 o 0 p �� 00 j o n <C CD Q W r , w I� Q U C� G LLJ J z ~ o L U w U CL a LL_ CD DESIGNED BY: RTR DRAWN BY: RTR CHECKED BY: RCD DATE: 12 01 04 REVISIONS 1.02 09 05 2. 3. 4. 5. 6. i PL -1 OF 2 00 a� co � o CCU n r___1 G � 0 ,0 a CD CD (o V' J O cQ co Q) cd O 4I w 0 o o 0 -till G G Q) Q , L2 o z co <C CD Q W r , w I� Q U C� G LLJ J z ~ o L U w U CL a LL_ CD DESIGNED BY: RTR DRAWN BY: RTR CHECKED BY: RCD DATE: 12 01 04 REVISIONS 1.02 09 05 2. 3. 4. 5. 6. i PL -1 OF 2 SHRUBS RATIVE MASONARY RETAINING WALL PA TYPICAL RETENTION POND GROUNDCOVER 5' H. DECORATIVE FENCE UNDERSTORY TREE SHRUBS GROUNDCOVER GROUNDCOVER CANOPY TREE LIFT STATION PLAN DETAIL SCALE 1" EQUALS 10' 1 al • 7 al i I t T bTa 7 it v Lm i -7 CANOPY TREE ROAD TREES PER 100' ROW BUFFER ELEVATION DETAIL, WITH EXISTING CANOPY TREES SCALE 1 /8" = l'-O" 2— CANOPY TREES PER 100' r � � 1 � CANOPY TREE _ q,3 1 UNDERSTORY TREES PER 100' _ JASMINE VINE MAX SLOPE 6' O.C. ON FENCE CONT.. UNDERSTORY TREE 42" H. BLACK METAL DECORATIVE FENCE DECORATIVE HEDGE MASONARY GROUNDCOVER KING RETAINING WALL 10' WIDE WALK 15' BUFFER (BLUFORD AVE.) �) DRIVE POND 20' BUFFER (SR 50) ROW BUFFER ELEVATION DETAIL, WITHOUT EXISTING CANOPY TREES SCALE 1/8" = 1' -0" PLANT LIST `— BENCH TRASH RECEPTACLE BIKE RACK ING SWALE TYPICAL SR 50, BLUFORD AND INTERIOR DRIVEWAY BUFFER, INTERIOR DRIVEWAY ISLAND AND ENTRYWAY ENTRANCE PLAN DETAIL SCALE 1" EQUALS 10' \ - CANOPY TREE TYPICAL RETENTION POND PLAN DETAIL SCALE 1" EQUALS 10' VIBURNUM HEDGE /IBURNUM HEDGE CANOPY TREE SHOWN WITHOUT SIDE WALK. WITH SIDE WALK THE LANDSCAPE IS THE SAME BUT WITHOUT CANOPY TREES RETENTION POND ELEVATION DETAIL SCALE 1/8" = 1' —O" LEGEND BOTANICAL NAME COMMON NAME MIN. SIZE,HEIGHT,WIDTH co I rn • � CANOPY TREES � 1-1 o co � + MAGNOLIA GRANDIFLORA SOUTHERN MAGNOLIA 3 " -3.5" DBH. 10' -12' H. 5' SPD. 0 QUERCUS VIRGINIANA LIVE OAK 3 " -3.5" DBH. 10' -12' H. 5' SPD. a � UNDERSTORY TREES r--a to ERIOBOTRYA JAPONICA LOQUAT 2 " -2.5" DBH. 8' -10' H. 3' SPD. ILLEX x ATTENUATA SAVANNAH SAVANNAH HOLLY 2 " -2.5 DBH. 8' -10' H. 3' SPD. ILLEX x ATTENUATA EAST PALATKA EAST PALATKA HOLLY 2 " -2.5" DBH. 8' -10' H. 3' SPD. LIGUSTRUM SPP. LIGUSTRUM TREE 3 -4 1" TRUNKS 8' -10' H 3" SPD. 0 ULMUS PARVIFOLIA DRAKE' DRAKE ELM 2 " -2.5" DBH. 8' -10' H, 3' SPD. o Q) b PALM TREES o U SABAL PALMETTO CABBAGE PALMETTO ,- ,. 16 24 C. T. N SHRUBS vi cZZZ ILEX CORNUTA 'BURFORDII' BUFORD HOLLY 3 GAL. 30" H. HEDGES IXORA COCCINEA JUNGLEFLAME IXORA 3 GAL. 24" H. BED MASSING LIGUSTRUM JAPONICUM JAPANESE PRIVET 3 GAL N' H. HEDGES RHAPHIOLEPSIS INDICA PINK INDICA RHAPHIOLEPSIS 3 GAL. 15" BED MASSING VIBURNUM ODORATISSUMUM SWEET VIBURNUM 3 GAL. 30" H. HEDGES GROUNDCOVER LIRIOPE MUSCARI EVERGREEN GIANT EVERGREEN GIANT LIRIOPE 1 GAL. TRACHEOSPERMUM ASIATICUM MINIMA DWARF CONFEDERATE JASMINE 1 GAL. VINE TRACHELOSPERMUM JASMINOIDES CONFEDERATE JASMINE 3 GAL. SOD STENOTAPHRUM SECUNDATUM ' FLORITAM' FLORITAM ST. AUGUSTINE GRASS SOD p0a44 0 a 000 0 00� 00 G I t o C8 ap J CD J D p■i■� W v o � < O n Q � w W 0 n a 8 a- o CD U DESIGNED BY: RTR DRAWN BY: RTR CHECKED BY: RCD DATE: 12 01 04 REVISIONS 1.02 09 05 2. 3. 4. 5. 6. i PL -2 OF 2 * ALL LANDSCAPING WILL MEET OR EXEED THE CITY OF OCOEES LAND DEVELOPMENT CODE STANDARDS c co I rn • � co � 1-1 o co � 0 0 10 .� a � r--a to 0 0 co N b � 0 4+ w U o Q) b o U v N vi o CD J D p■i■� W v o � < O n Q � w W 0 n a 8 a- o CD U DESIGNED BY: RTR DRAWN BY: RTR CHECKED BY: RCD DATE: 12 01 04 REVISIONS 1.02 09 05 2. 3. 4. 5. 6. i PL -2 OF 2 * ALL LANDSCAPING WILL MEET OR EXEED THE CITY OF OCOEES LAND DEVELOPMENT CODE STANDARDS Design Guidelines Proportion Guide 70 to 400 Watt / 10' to 30' Poles RA25 SAL30- 642508 2 This proportion diagram is intended to help visualize 3W and select the best Era system to satisfy aesthetic requirements. Remember, the pole height also affects performance; the higher the fixture is mounted, the greater the light throw. If poles are 28' mounted on concrete pedestals such as in parking lots, the height of the pedestal must be considered in selecting the pole height RA17 CAS16-53418EIA RA25 CAL25- 6425013 tags I H3G NG - Pole Ordering Information and Specifications CAS / CAL Stepped Aluminum Pole for Side Mount Crooks ALLOWABLE POLE EPA* For RA25 Luminaires only ALLOWABLE POLE EPA* o m n S� o o `00 m T N o m 5° r e x � ode t a�� mo° O e U Q c4 I'de m U U w O Number X Xi )2 Y2 U G U m m CAL20 -MM 195 19 8A' 6 IJBW 10'h 3r 35' ZWJ 11- '/i96j0'+4' 14 5 15 10 77 594.6 CAL25MOO 29 IrLr 02 6' 4' .186' 10'/f 3r 36 2'/ci 32' 'A'A30'+4' 14' 5 99 6.4 4.3 3.0 2.2 CAU - 5-MM 25 lrr BS 8' 4' 2S0' 10W 3r 36 2'Yef 32' I °/456 44' 1 14' S 14 9.8 7.0 524.0 CAL3mvm 36' 2rr 't0' S 4' .256' 10th 3r 35 2r/d 32' ° /7G .4' 14 5 11 7.1 4.7 32 CAI 3669400 W 2r 10' u 4' .466' lips 3r 35 2i'm 32' I - I.W+ I 14' 5 18 12 9.1 6.7 52 NOTE: All allowable pole and fixture EPAs (Effective Projected Area, which Gusting Wmd Equivalent - r Is F adure Area x Drag Factor) are derived from the AASHTO standard (American Association of State H' #nvay and Transportation Officials). Wind Map Steady Wind - Responsibility lies with the spocdler for correct pole selection based on [owl codes and standards for the job location (See page 26). '', • TNckness at Y1 section, Y2 section is .188'. ' Pole reinforced. to 40' above base, to .W remaining Yll section is 250 Y2 section s .1118: Wal greens Building :gym c rr;t Fd0MNMs;WV=ffi RM opft Ordering Example' CAS10 -WlBBB / DB -P /DR For Standard CAS / CAL Pole 1-2 3 4 1 Pole Catalog Numbers: For RA17 Luminaires orgy 2 Mounting Arrangements: Plan View O m o m B i] cp m o= 1.8 r es RA25 1.5 3.o 4.5 52 'NOTE ALLOWABLE POLE EPA fr%]Dbmto wir>d canctfiaes most be equal to or greater then Tothaa mount iPA ?2 tea L GI-rT1NG v x ° t? rQ e o c ° p e ° d� U a Pole '° 'o U ¢ m O Catalog m I�$anher X 1XI )M Y1 V2 U U m CAS10S34188 V 69 35f 53.4' .i8T 8%d 26' 25 1 32 `14X15+3' 12' 3 26 20 15 12 10 CA512S34188 i2' 9 4' 6' 3.4' .1�' 8'h 25 2i 15fi 32' �hk15+3 12' 3 21 18 12 9.7 9 CAS14534188 14' 9$ 4.7 5' 34' .188' BYz 25 2i 13s 32' ?65d5+3' 12' 3 18 13 9.8 7.7 CASi65341� iB t15 55 53.4' .1�' 8'h 2G 25 1W' 32' '/9di0'+4' 12' 3 14 10 7.7 6!f 9 mswaamas 13 8.4' S 3.4' .188' B'l 2a' 2i' 1% 32' '/k3D'+4' 12' 3' 9A 85 4.7 35 For RA25 Luminaires only ALLOWABLE POLE EPA* o m n S� o o `00 m T N o m 5° r e x � ode t a�� mo° O e U Q c4 I'de m U U w O Number X Xi )2 Y2 U G U m m CAL20 -MM 195 19 8A' 6 IJBW 10'h 3r 35' ZWJ 11- '/i96j0'+4' 14 5 15 10 77 594.6 CAL25MOO 29 IrLr 02 6' 4' .186' 10'/f 3r 36 2'/ci 32' 'A'A30'+4' 14' 5 99 6.4 4.3 3.0 2.2 CAU - 5-MM 25 lrr BS 8' 4' 2S0' 10W 3r 36 2'Yef 32' I °/456 44' 1 14' S 14 9.8 7.0 524.0 CAL3mvm 36' 2rr 't0' S 4' .256' 10th 3r 35 2r/d 32' ° /7G .4' 14 5 11 7.1 4.7 32 CAI 3669400 W 2r 10' u 4' .466' lips 3r 35 2i'm 32' I - I.W+ I 14' 5 18 12 9.1 6.7 52 NOTE: All allowable pole and fixture EPAs (Effective Projected Area, which Gusting Wmd Equivalent - r Is F adure Area x Drag Factor) are derived from the AASHTO standard (American Association of State H' #nvay and Transportation Officials). Wind Map Steady Wind - Responsibility lies with the spocdler for correct pole selection based on [owl codes and standards for the job location (See page 26). '', • TNckness at Y1 section, Y2 section is .188'. ' Pole reinforced. to 40' above base, to .W remaining Yll section is 250 Y2 section s .1118: Wal greens Building :gym c rr;t Fd0MNMs;WV=ffi RM opft Ordering Example' CAS10 -WlBBB / DB -P /DR For Standard CAS / CAL Pole 1-2 3 4 1 Pole Catalog Numbers: For RA17 Luminaires orgy 2 Mounting Arrangements: Plan View Mounding Cat. No.: A B Y C EPA: RA17 ma 1.8 24 28 RA25 1.5 3.o 4.5 52 'NOTE ALLOWABLE POLE EPA fr%]Dbmto wir>d canctfiaes most be equal to or greater then Tothaa mount iPA ?2 tea L GI-rT1NG Site Lighting 1/21105 FRONT" 0"AMON Restaurant Building ITEM NUMBER V. MISCELLANEOUS Project Status Report March 2005 Calendar O: \P & Z \Divider Sheets.doc . .; ffi ` 4II t e' " $, � l l }i r i e z x '.' ' r < ' � < a.� ° ; u t x z I w ' �.''~. ,�x ... ; a ,� :,,,,,''',:„„At,'" s t ; A -Abra- Key -Dabra 333 Franklin Street Building Plans 10/04/04 1 CA 1st Sign. Denied 10/05/04. ABC Fine Wine & Spirits AX- 04 -05 -18 Annexation 01/13/05 TJ ! 2nd Staff comments due 02/11/05. Albertson's I Shopping Center - 1542 E. Silver Star Road Building Plans 11/29/04 CA 1st Sign - Blockbuster. DENIED 12/01/04 Albertson's Shopping Center - I 1542 E. Silver Star Road Building Plans I 01/25/05 CA 1 2nd Sign. DENIED 1/27/05 Albertson's Shopping Center - 1542 E. Silver Star' Road Building Plans 01/18/05 CA Super Saver sign. DENIED 01/19/05 AllState Insurance I 1 1169 Blackwood Avenue Building Plans I 03/01/05 CA 1st Sign Amscot / Hollywood Video SS- 2004 -024 Small Scale 09/02/04 TG 1 2nd Staff comments sent to applicant 10/01/04. AmSouth Bank SS- 2004 -025 Small Scale 10/15/04 � CA 2nd Staff comments sent to applicant 11/18/04. Arden Park iRZ- 04 -08 -01 Rezoning 02/09/05 CA 1 2nd Staff comments due 03/07/05. Amendment to Ashton Park Quick Staff comments due 03/04/05. Ashton Prk AP- 02 -02 -01 i LUP 02/17/05 Groves Westyn Bay - Phases 4 & Large Scale Final 5 LS -03 -005 Subdivision Plan 02/02/05 CA 3rd Staff comments due 02/28/05. Small Scale Site j Bank of America 1SS- 2004 -21 ,Plan 1 12/13/04 1 CA 4th Staff comments due 01/28/05. HOLD 1 of 12 3/3/2005 } m qtr yy > x n.t r g4t;.a t 9Ar :✓ x> `La s ;::.. 4 ..- „�.;. 4 r k y , � "J �' A i , �& � '?-s a Bank of America - Ocoee Commons PUD - 10201 W. Colonial Drive Building Plans 11/05/04 CA 1st New Commercial Building. DENIED 12/02/04 Small Scale Site BP Retail Facility ,SS- 2004 -019 Plan 02/08/05 CA 3RD Staff comments due 03/14/05. BP Amoco - 10960 West Colonial Drive Building Plans 08/06/04 RW 1st New Convenience Store DENIED 09/15/04. Carport 8 N. Cumberland Avenue Building Plans 02/07/05 CA 1st Carport. APPROVED 2/11/05 Citrus Medical Center - 3490 Old Winter Garden Off -Site Force Road I LS -99 -014 Main 11/30/04 CA 1st Staff comments sent to applicant 01/06/05. Citrus Medical Center - 3490 Old Winter Garden Amendment #1 to Road LS -99 -014 !Subdivision Plan 02/09/05 CA 3rd Going to March 15, 2005 City Commission Meeting. Citrus Medical Center - 3490 Old Winter Garden Road LS-99-014 Building Plans 01/06/05 CA 1st Staff comments due 01/31/05 Citrus Oaks Office Small Scale Site Center SS- 2003 -003 Plan 08/16/04 TG 6th Staff comments due 12/29/04. ON HOLD Creekside `Preliminary Townhomes LS -04 -008 Subdivision Plan 02/19/04 RL 1st Staff comments sent to applicant 03/24/04. Creekside Townhomes Traffic Study 05/25/04 I JR Staff comments sent to Traffic Planning Design 06/28/04. Prelimina ry Staff comments sent to applicant 4 /20 /04.Addiitonal letter sent on � Crown Enterprises LS -03 -004 Subdivision Plan 03/26/04 RL 2nd 06/07/04. 3/3/2005 2 of 12 [�� 7: t " � '? s § ,.. '" e sM y „. !' .' P r , i � ' ` s , :i"....',1 ' 4-,,-.-7.," , P `, : r' . ; s s 1 , 1 044. ➢ s rte, ;u . ` s zt ' r _f v ;F Crown Enterprises Traffic Study I 10/01/03 J R Traffic Study -Sent to applicant 10/17/03. Waiting to finalize agreement. Issues on annexation - follow up. City Commission action on annexation agreement. HOLD - Small Scale Pre - OWE MONEY. Have they signed agreement? Paid fees? No Deeper Life Annexation water until pay fees. Sent letter 6/24/04 regarding insufficient Assembly AR- 02 -08 -04 Agreement 08/22/02 TG 1st plan submittal. Deeper Life Assembly Water Line 09/15/03 RL Staff comments sent to applicant 09/15/03. Deeper Life Assembly AX- 04 -07 -20 Annexation 05/28/04 TJ 1st Staff comments sent to applicant 09/10/04. Dobson's Woods and Water 851 Fence. Waiting for letter from applicant. ON HOLD DENIED Maguire Road Building Plans 12/15/04 CA 1st 12/20/04. j f Final Subdivision -- - Eagles Landing LS -04 -025 Plan 11/16/04 CA 1st Staff comments. Sent to applicant 01/11/05. Small Scale Site Equimax Building SS-2003-017 Plan 05/20/04 TG 2nd Staff comments sent to applicant 07/12/04. On hold until City receives all required documents. Approved Floors Direct SS- 2003 -014 [Small Scale 03/26/04 RL 3rd 11/10/04. Florida Auto Auction 11801 W. Colonial Drive Building Plans 02/02/05 CA 1st Addition / Renovation Preliminary / Final Foote Property I LS-2005-003 Subdivision Plan 02/08/05 CA 1st Staff commons due 03/04/05. ForestBrooke Phase 3 LS- 2001 -001 Landscape Plans 02/11/05 CA 1st Staff comments due 02/18/05. APPROVED 2/22/05. Dr. Fravel - 1291 1 Blackwood Avenue Building Plans 1 09/07/04 1 CA Sign DENIED 09/15/04 Fravel Stokes Cut Sheets 'Staff comments due 02/11/05. 3 of 12 3/3/2005 , � te � .� „ � e � "�:: � z �, r sn'� �` � � ;� �`"o;r a;� � �r � P r � � � , :: �s "# r irr" f ` mss __ .:ii 'itr ,2 +... w_: _ t:A_. r._ Goodman Centre / Furniture Plat 01/13/05 CA 3rd Staff comments due 02/03/05. APPROVED 01/14/05. Good Homes Realty - 8 Bluford Avenue Building Plans 10/14/04 CA 2nd Sign. Good Homes Preschool 1 -09 -SE -004 Special Exception 09/09/04 of 1st Staff comments sent to applicant 10/14/04. Grace Community Preliminary Site DRC held 01/26/05. P &Z HELD 02/08/05. Going to City Church LS -03 -006 Plan 12/20/04 AF 5th ,Commission for 2nd reading on 03/15/05. Preliminary Grace Community Certificate of Church 249- 28- 04 -PCC Concurrency 01/05/04 TJ 1st Staff comments sent to applicant 02/03/04.ON HOLD Health Central Parking Lot Expansion Modifications 12/10/03 RW 1st Staff comments due 01/16/04.ON HOLD Health Central Expansion - Perimeter Loop I Small Scale Site Road Realignment SS- 2004 -027 1 PIan 02/03/05 CA I 3rd Staff comments due 03 /01 /05.APPROVED 2/25/05 Hudson @ Ocoee I Large Scale Furniture Store Preliminary Site i Expansion LS- 2004 -022 Plan 01/26/05 CA 2nd Staff comments due 02/23/05. Immigration and Secretarial Services - 525 N. , , Lakewood Avenue Building Plans 11/09/04 CA Sign Final Subdivision Ingram Estates LS-2005-001 ,Plan 01/21/05 CA 1st Staff comments due 02/21 /05. Ingram Estates Traffic Study 06/17/04 JS 2nd 1Staff comments due 8/12/04. Preliminary Ingram Trails I LS- 2004 -019 Subdivision Plan 02/09/05 CA I 3rd Staff comments due 03/07/05. 3/3/2005 4 of 12 x _ : r m , x �,. ' -' , ; =r . Z "t < ; fi � ,: b , .,_> - , , ' , pit eli :, 0., .;,,;. , . , , 1 '„ ; 0 1 0: !m 1 W ,-.:..' - '..., ..- — 1,-;:i.' , ..',".:: :71; ...4 :.''''. ; :I'... 7' :';;,:, , :,„ .'! ':';'"' '''' : ; „.-- ' ' -. '. "iv-. SI IMP ',..fA : , , -: L. , 4' ::::- , ',;',„ 4.Lt-„„ ', '. 4 Kane's Furniture Store 9775 W. Exterior Site Colonial Drive LS- 2000 -11 Revisions 12/13/04 CA 1st Staff comments sent to applicant 01/04/05. Kane's Furniture Store 9775 W. Colonial Drive Building Plans 09/02/04 CA 1st Sign DENIED 09/15/04 Landscaping Kensington Manor Plans CA Staff comments sent to applicant 03/01/05. Lake Bennet Medical Centre - Final Certificate Building 3 of Concurrency 05/14/04 TJ PER RUSS, HOLD UNTIL PROJECT IS APPROVED. Lake Bennet Medical Centre - Paving, Grading Building 3 SS- 2004 -018 & Drainage Plans 12/15/04 CA 1st Staff comments due 01/13/05. Preliminary Lakewood Estates LS- 2005 -002 Subdivision Plan 02/02/05 CA 1st Staff comments due 03/01/05. Terry James met with Mr. Leem on 09/29/03. Waiting for applicant Leem Annexation AX- 03 -09 -01 Annexation 09/05/03 TJ 1st to submit required information. Traffic issues meeting. Comments sent to applicant 11/19/02. ' Received letter from Hal Cantor. Steve Dill back up material in Magnolia Ridge, Preliminary project tubby. Discussed at City Attorney Day on September 4, Phase 1, 2 & 3 LS-2001-003 Subdivision Plan 08/02/02 RL 2nd 1 2003.Scheduled for 05/12/04 City Attorney Day. ON HOLD Small Scale Site Maguire Crossing SS- 2004 -022 Plan 12/27/04 CA 4th Staff comments due 01/10/05. (HOLD - need signed documents) Preliminary Certificate of Maguire Crossing I Concurrency 04/29/04 I TJ PER RUSS, HOLD UNTIL PROJECT IS APPROVED. Maguire Crossing 1572 Maguire Road Building #1 Building Plans 01/27/05 CA 1st New Commercial Building. APPROVED 02/01/05. Maguire Crossing 1572 Maguire Road Building #2 'Building Plans 01/27/05 CA 1st New Commercial Building. DENIED 02/11/05. 3/3/2005 5 of 12 ,. . . ` r ;r' s ` . �'x"' . . . A ).i. •sue ' mo b 9,� . „ry ,.. :"' ,._ ,:N,-. : ;,...0, a.. a ' w. ' W II AAVas 'ad 6t.. `t' s K . ,.£% a A 'c y F "� ' w ,.,t ( °' " 1ti: „ y . ;- te ..: � i .x f a : ! - a `' � .+' , : . ,,..k ,.a,s Boa m` . ' ', s. , < A ' a ^ r Small Scale Site Maguire Pointe SS- 2004 -026 Plan 02/11/05 CA 4th Staff comments due 03/09/05. Large Scale I Maguire Road & Preliminary SR 50 (B.J.'s) LS- 2004 -009 Subdivision Plan 03/15/04 I RL 1st Staff comments sent to applicant 04/27/04. Maguire Road and Staff comments due 06/18/04.PER RUSS, HOLD UNTIL FURTHER SR 50 (B.J.'s) Traffic Study 06/14/04 JS 1 1st NOTICE.06 /25/04. Maguire Road and 1 Preliminary Moore Road i LS- 2004 -018A Subdivision Plan 08/18/04 CA 1st Staff comments due 09/20/04. McCormick Woods AX- 04 -12 -22 ,Annexation i 12/13/04 CA 1st Staff comments sent to applicant 03/01/05. Small Scale Site M.I. Ranchito SS- 2001 -006 Plan 11/11/03 TG 3rd Staff comments sent to applicant 12 /05/03. M.I. Ranchito tPlat 04/20/03 ' RL Staff comments sent to applicant 08/22/03. M.I. Ranchito VAC -03 -002 I ROW Vacation 03/03/03 RL 1st Staff comments sent to applicant 08/22/03. M.I. Ranchito i Traffic Study 06/11/03 JR Staff comments sent to applicant 08/22/03. ,Concept Design Plan Road M.I. Ranchito 1 Improvements 02/23/04 RL 1st Staff comments sent to applicant 03/17/04. Oak Trail Reserve I Traffic PUD Methodology 12/19/03 ' JR 1st Staff comments sent to traffic consultant 01/23/04. Pak Ocoee Business Final Subdivision Lot 2 LS- 2001 -01 Plan 11/22/04 AF 3rd Went to City Commission on 02/1/05 Ocoee Business Final Certificate Park - Lot 2 of Concurrency 05/26/04 TJ PER RUSS, HOLD UNTIL PROJECT IS APPROVED. Ocoee Business Park - Lot 2 LS- 2001 -007 Plat 12/14/04 AF 2nd Staff comments due 01 /04 /05.APPROVED 02/09/05. Ocoee Business Park - Lot 2 503 ' Ocoee Business Parkway 1 Building Plans I 02/10/05 CA 1st New Industrial Shell. APPROVED 02/14/05. 3/3/2005 6 of 12 �4 a ..: ,€, §` x r -L ,' li o d" p ". 4 , f ' fq' ` , fi n f ' ::A; e r ,'. ..h::' ` ss. s , ^. � �#' p. •mow: �.x #` T � �, ; f _" ,f #~* < k k . L a i, ti*l 1 s ;s «z.- :x i� ,,,_ �^ '` s' : 4 ��€�,', .q% t s, s' r fi i . :4i::::11!): � t . � � er "s"� .a � �r.a �' x �'� �'` g s* � <rY :?" � .� K 4 :,...:1;1.;-: : �: : sfr� .';4 , . 4,!!',,,,-;—:;;;,,;:<::.1 o ., " ..t€. r . i .. , ��;r. Ocoee Commerce Center nka Silver Star Commerce Preliminary Center LS -04 -013 Subdivision Plan 02/24/05 TG 3rd Staff comments due 03/21 /05. Ocoee Commerce Center Traffic Study 06/14/04 JS 1st Staff comments due 06/30/04. Ocoee Commerce Park - 530 Ocoee I Commerce Parkway 'Building Plans 11/01/04 CA 2ND New Medical Building. DENIED 11/10/04 Ocoee Commons Wall & PUD ( Landscape Plan 11/01/04 AF 2nd Staff comments sent to applicant 12/09/04. APPROVED 02/22/05. Ocoee Commons PUD Kazaros Plat 02/03/05 1 , CA 6th Staff comments due 02/24/05. APPROVED 03/01/05. Ocoee Commons I PUD AP- 02- 03 -01AA 'Plat 02/22/05 CA 7th Staff comments due 03/15/05. Ocoee Shopping Small Scale Site Center Addition l SS- 2002 -005 IPlan 05/03/04 TG 4th Staff comments sent to applicant 05/19/04. Orange County Services Building 475 W. Story Road Building Plans I 02/02/05 I CA 1st Replace existing canopy Palm Drive Sewer Annexation & Treatment Plant Rezoning I 1 Waiting for Engineering Small Scale Site Pizza Hut SS- 2005 -001 Plan 02/18/05 1 CA 1st Staff comments due 03/16/05. Plantation Grove 1 Preliminary Site PUD Phase 3 1 j Plan 01/04/05 CA 2nd Staff comments sent to applicant 02/09/05. 3/3/2005 7 of 12 t f s .s. .. ;i1Vt "'7. � '' ' ''' . B * t ., fir :-,3,-.... , .. . O ar ... �` f .'. s : ° -' " R 1 1. ,,;°';,,,;,.„i',, ,� 8 £ f y V " °`,1 k... .1 .., s . :4_,„ °: ` .r,,,. " ' .... > . #1, ,,, e.. ,.a - , 3 . • `r....,':: ,> 4 ,..ai f:,-411: . .,r s ' ,;:. � ,> rr` _ _ z ^'r u. .' , Plantation Grove Shopping Center 2450 Maguire Road Building Plans 01/20/05 CA 1st Shell Building - Maguire Ponte. DENIED 02/03/05. Prairie Lakes - Preliminary Tract A LS -04 -017 Subdivision Plan 06/24/04 CA 1st Staff comments sent to applicant 08 /04/04. Prairie Lakes - Tract A Concept Plan 02/17/05 CA Courtesy Staff comments due 03/04/05. Prairie Lake Final Subdivision Reserve PUD LS -04 -026 Plan 11/23/04 CA 1st Staff comments sent to applicant 01/21/05. Small Scale Site RMN Building SS- 2003 -015 Plan 11/17/03 RL 1st Staff comments sent to applicant 12/17/03. TSRC held. Preliminary Roma Villa LS- 2004 -021 Subdivision Plan 10/18/04 CA 1st Staff comments sent to applicant 11/10/04. II Traffic Impact Roma Villa Analysis 01/20/05 CA 1st Staff comments due 02/11/05. Sawmill Lot 11 - ,Plat 11/02/04 CA Sawmill Lot 12 { Plat 11/09/04 CA 1st Staff comments due 11/30/04. Sawmill 7102 Sawmill Boulevard I Building Plans 08/09/04 CA Rebuild existing wall and fence Shoppes of Ocoee Large Scale - (see Villages of Preliminary Lake Bennett) LS- 2004 -012 Subdivision Plan 08/06/04 CA 2nd Staff comments sent to applicant 09/17/04. S f - - ry ' City Commission approved plans. Sent to applicant 01/28/05. Shoppes opp of Ocoee LS 2004 023 Site Plan imma / Final y Silver Crossing - 1 421 N. Clarke Road Bu u ildin g Plans 11/23/04 I 1st Sign - Contemporary Tanning & Massage. DENIED 11/29/04. i Silver Crossings f 1746 E. Silver Star Road Building Plans 12/08/04 CA 1st ( Sign - Mail Center. APPROVED 12/20/04. 3/3/2005 8 of 12 ' r x" .. z ` rte': ""-^ ;, . .'3i.` x ';* x z 1 fie`# ;i , " ' ` R m i q ,1 ', ("- l..:i t ...4 ,,( S i : ? t f k .. ' i : ,,a . A. ff: fir' r, ., mss_,.. L ;:. .: - t,. , x 4 ,< tP, , r` ° ::*: r � '-' ' a` " " : iwnii ‘„,-1 °,-'--; . - ,:: - "N" , i , , , ;,:n:iic-N- 4, 2. ' ::.:t1, '::: 11:4,, i t, AL.11,- :: a' 9$ r : @, A ! 8 aac q v x Sobik's - 340 Ocoee Apopka Road 1 Building Plans 03/18/03 RL Fence. Waiting for letter from applicant. ON HOLD State Farm C Building 10700 West Colonial Drive Building Plans 01/06/05 I CA Monument Sign. APPROVED 01/11 /05 State Farm Building 10700 West Colonial Drive Building Plans 01/13/05 CA Fence. APPROVED 01/18/05 Small Scale Site SYSCO , SS- 2003 -009 Plan 07/17/03 TG Staff comments sent to applicant 08/3/03. Ts Food Mart 1400 Silver Star Road Building Plans 02/01/05 CA Sign. DENIED 02/08/05. TBCOM 1 -01 -SE -005 Special Exception n�� 01/04/05 CA 1st Staff comments sent to applicant 02/03/05. P P 399 Enterprise Road Building Plans 10/21/04 ! CA 1st Sign. Denied 10/27/04. Large Scale Tomyn Business Preliminary / Final Park LS- 2002 -006 Site Plan 04/07/04 RL 3rd Staff comments sent to applicant 05/19/04. Tomyn Business Park ,ROW Vacation 04/07/04 RL Staff comments due 04/30/04. Tomyn Business I Park Traffic Study 05/21/03 RL Staff comments due 04/30/04. Towns of Westyn Bay 2370 Ocoee Crown Point Parkway Building Plans 02/09/05 I CA 1st Swimming Pool. DENIED 02/09/05. 3/3/2005 9 of 12 �' a., '_ � �'''.'z rr ; ; ,, J � ,v» � � NSA �$ 3 r n ' `. R" , '` a "` .; ': ' ti Y -aT 6 7 ' 1 y .° a mss, ., ti `' .; 5. ,, '^ 'j„, �. ,,,,,,,01' `�' . 5:.i: 'y ea@ . 4a s ��` @ � : ,,�£ ;{ „' � �,' .fi x �: .. � 4° a '' h �`�,� s�' :� `� ' a xi . ' . » £ a r a - , .. • ,, .S . S 5 » , f '. 3 ` e ^ > 3, y Z � a t, * a ». z -� � �'` � s ,, ,� k'� � �«� ..� _ _ � :Vt. : ��` •• . 4 :'.' -� . Towns of Westyn Bay 2370 Ocoee Crown Point Parkway Building Plans 03/02/05 CA 1st Pool Cabana & Guardhouse. APPROVED 02/11/05. Towns of Westyn Bay 2370 Ocoee Crown Point Parkway Building Plans 12/21/04 CA 1st Subdivision Wall. APPROVED 12/29/04. Towns of Westyn Bay 2370 Ocoee Crown Point Parkway Plat 02/09/05 CA 3rd St comments APPROVED 02/22/05. Small Scale Site Twistie Treat SS - 2004 -020 Plan 02/08/05 CA 3rd Staff aff comments due due 03/14/05. 03/01/05. Small Scale Site 2 North Bluford SS-2004-030 Plan CA Small Scale Site 1st Staff comments sent to applicant 12/22/04. 02/15/05. Village Marketplace Plan 12/08/04 CA 2nd Staff comments due Large Scale Village at Lake Preliminary Bennett LS- 2004 -012 Subdivision Plan 01/07/04 AF 4th Staff comments due 02/08/05. Preliminary & Village of Lake Final Certificates Bennett of Concurrency 05/04/04 TJ PER RUSS, HOLD UNTIL PROJECT IS APPROVED. Preliminary & Villas of Final Subdivision ! Staff comments sent to applicant 01/20/05. DRC held 01/26/05. Woodsmere LS- 2004 -024 / Site Plan 12/16/04 CA 2nd Going to 02/08/05 P &Z. The Vineyard 382 Merlot Drive Building Plans f 02/08/05 CA 1st Gazebo The Vineyards 360 Chablis Way Building Plans j 02/17/05 CA 1st Irrigation 3/3/2005 10 of 12 "`K - e `'' - 44!, ie 1�i # - E : .. -L ^ , 8 ,1, ., it 7 « : � . :, .... 4 .. ,.YA ,. . : v ",:: €>-'; ' . a ;� ';; a ,:, ^ x r 4Ti >:. Y . '' a ? . . . s ,4*,. , . r . r . r , t 'w r Shoppes of Ocoee } Traffic Study 08/13/04 JS , 1st Staff comments sent to applicant 09/17/04. I Shoppes of Ocoee' - Relocation of Maine Street LS- 2004 -012 08/30/04 AF 1 1st Staff comments sent too applicant 09/17/04. The Vineyards 'Grading 09/10/04 CA 1st Staff comments due 09/24/04. Recreation Amenity The Vineyards Revisions CA 1 Staff comments sent to applicant 08/28/04. Wesmere Preliminary Townhomes I LS -04 -020 Subdivision Plan 12/17/04 CA 3rd Staff comments due 03/04/05. Wesmere Property/Villages of Wesmere ITraffic Study 09/23/04 CA 1 2nd Staff comments due 10/15/04. Wesmere ' Property/Villages Preliminary of Wesmere LS -04 -010 Subdivision Plan 02/07/05 CA I 5th Staff comments due 03/04/05. Preliminary Certificate of Wesmere Property LS -04 -020 IConcurrency 11/21/04 TJ 1st Staff comments due 11/29/04. West Oaks Squarer 9440 W. Colonial Drive Building Plans ' 02/14/05 CA 1st Monument sign f Preliminary I Subdivision Plan i 'Amendment to Westridge PUD 91 -0002A PUD / SSCPA 05/14/04 TG 4th 'Staff comments due 06/10/04. Preliminary Subdivision Plan Westridge PUD LS- 91 -002B I& Land Use Plan l 10/18/04 CA I 1st Staff comments due 10/22/04. Westyn Bay 1Grading Plans , 12/11/03 f RL 1st (Staff comments sent to applicant 04/14/04. 3/3/2005 11 of 12 ..tia:.# $� .- ... _ ... «.. r o.+. �,.�7a._ �:.. 1 . +1 '�• .... ... .s.n.. .a�. ,w. ., . _ ..:_ _ _,r�.,...�, .z#. :. >. y w a • 4 ... k us„ _, : . , ..;;Mg , -,..r4'; fir ^ '" '� ,` , e,.�," ' Westyn Bay Townhomes LS- 2003 -005 01/27/05 CA 3rd Staff comments due 2/11/05. Westyn Bay Revised Grade Townhomes LS-03-005 Lots 08/06/04 CA 1st Staff comments due 8/20/04. Whispering Pines Preliminary Subdivision n Plan 05/24/04 TG 1st Staff comments sent to applicant Windsor Landing 121 Thornebrooke Street Building Plans 01/31/05 CA 1st Electrical for fountain. DENIED 02/07/05. 07/27/04. Vacation & Wofford Road VAC -04 -04 Abandonment 08/18/04 TJ 2nd Going to 03/01/05 City Commission Meeting 3/3/2005 12 of 12 1 Marc y . , \iii.#31:1: 4 -,,, .:.:::. Sun ( 4 Tu Wed Thu Fri Sat n 1 2 3 4 5 f € 7:15p.m. 1.., i City Commission 1)i %e_' s 6 7 .()p.t. 8 7„,‘),,.m. 9 10 11 12 Edutcation 'ia t -rte , g 1 :.k 7:00 p.m. .:. C:aanurnission .=as 1: , ,il CACO1 Agenda Items due to Staff reports to CM City Clerk 13 14 15 16 17 18 19 7:15 p.m. E1 't- City Commission . 1-'141,i(-1-..5 20 21 22 23 24 25 26 1 ._ __, . 1 7:00 p.m. 7:00 p.m. • 1 ,, , ,. tt , , Code Enforcement 0 CACOPD h , < Board 'i <..SE , , ,__ ),, 27 28 29 30 31 Staff reports to CM Agenda Items due to CityClerk 2 0 0 5 —.