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HomeMy WebLinkAbout05-08-2007 Agenda Packet.-- —f f'__ , Mayor S. Scott Vandergrift City Manager Robert Frank PLANNING AND ZONING COMMISSION (LOCAL PLANNING AGENCY) AGENDA May 8, 2007 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 April 10, 2007 III. OLD BUSINESS IV. NEW BUSINESS A. Meadow Ridge Commercial PUBLIC HEARING 1. Final Subdivision Plan / Final Site Plan B. Ocoee Pines PUD PUBLIC HEARING 1. Land Use Plan / Rezoning 2. Preliminary Subdivision Plan C. Thornebrooke Relief Elementary School PUBLIC HEARING 1. Special Exception V. MISCELLANEOUS A. Project Status Report B. May Calendar V. ADJOURNMENT O:\P & Z\Agendas\2007\May 8, 2007 P & Z Agenda.doc Commissioners Gary Hood, District 1 Scott Anderson, District 2 Rusty Johnson, District 3 Joel Keller, District 4 7:00 PM Senior Planner Howell Principal Planner Fabre Principal Planner Rumer 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. City of Ocoee • 150 N Lakeshore Drive • Ocoee, Florida 34761 phone: (407) 905-3100 • fax: (407) 656-8504 • www.ci.ocoee.fl.us ITEM NUMBER II. A. Minutes of the Planning and Zoning Commission Meeting held on April 10, 2007 MINUTES OF THE PLANNING AND ZONING COMMISSION ACTING AS THE LOCAL PLANNING AGENCY MEETING HELD TUESDAY, APRIL 10, 2007 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, Vice Chair McKey, Members Campbell, Conkling, Morris, Rhodus, Sills, and West. Also present were City Attorney Palmer, Community Development Director Wagner, Principal Planner Rumer and Deputy City Clerk Sibbitt. ABSENT: Member Dillard was absent excused. CONSENT AGENDA Minutes of the Planning and Zoning Commission Regular Meeting held on Tuesday, March 13, 2007. Chairman Golden stated he would like to make an amendment to the last paragraph on page 10 of the minutes and have verbiage added that the Engineer for the project did agree to add the notes to the plans regarding protection barriers. Vice Chair McKey, seconded by Member Sills, moved to accept the Minutes of the March 13, 2007, Planninq and Zoning Commission meeting with verbiage added to the last paragraph on page 10 stating that the Engineer for the West 50 Commercial Subdivision did agree to add notes to his plans regarding protection barriers. Motion carried unanimously. OLD BUSINESS None NEW BUSINESS SHIRT ORDERS Community Development Director Wagner briefly explained what shirts the board members could order and stated he had a catalog they could review. He further explained there is an order form in their packets and if they would like they could make a decision after the meeting. After a brief discussion, members agreed to look at the catalog after the meeting. Planning and Zoning Commission Regular Meeting April 10, 2007 ELECTION OF OFFICERS The floor was open for nominations for Chairman: Vice Chair Mckey nominated Jim Golden for Chairman. Member Sills nominated Milton West for Chairman. A vote was taken on the nominations and resulted in a 4-4 tie. After a brief discussion Jim Golden stated he would be willing to step down as Chairman and take the seat of Vice Chairman if it would be okay with the board. Member Rhodus seconded by Member Sills, moved to nominate Milton West as Chairman and Jim Golden as Vice Chair of the Planning & Zoning Commission. Motion carried unanimously. SONNTAG PROPERTY — ANNEXATION/REZONING Principal Planner Rumer stated the subject property is located on the south side of White Road, 1300' west of the intersection of S. Clarke Road and White Road. The total size of the parcel is ±0.85 acres. The applicant has requested a City of Ocoee zoning designation of R-1AA (Single -Family Dwelling) which requires a minimum lot size of 9,000 square feet. The R-1AA zoning designation is consistent with the adopted Land Use Map of Low Density Residential, shown on both the City of Ocoee and Orange County Joint Planning Area future land use maps. The annexation meets state and local regulations and the subject property is considered contiguous to the City of Ocoee since the parcels on the west, south, and east sides are located within the Ocoee City limits. The parcel currently contains one single family residence with over 3,000 square feet; however the proposed future use is for two single family homes after a short form plat is processed under separate review. DEVELOPMENT REVIEW COMMITTEE On March 26, 2007, the DRC met and recommended approval of the annexation and rezoning of the Sonntag Parcel as presented. STAFF RECOMMENDATION Staff recommends that the Planning & Zoning Commission, acting as the Local Planning Agency, recommend approval of the annexation of the ±0.85 acres of land known as the Sonntag Parcel, and rezoning to "R-1AA" Single -Family Dwelling District. 2 Planning and Zoning Commission Regular Meeting April 10, 2007 DISCUSSION Vice Chair Mckey inquired as to how the lots were going to be split. Principal Planner Rumer stated they have not yet reviewed how that subdivision process will work and the applicant is available for questioning. Member Morris inquired about the impact fees. Community Development Director Wagner briefly answered his question. Albert Sonntag, applicant for the property, explained that they intend to split the property into two parcels of 1/2 acre and 3/10 acre. The existing house will remain on the 1/2 acre and a new smaller home will be built on the 3/10 acre and both will have City water and a septic tank. The property will be split north to south so that both properties front onto White Road. The Public Hearing was opened for the Sonntag Parcel Annexation and Rezoning. As no one wished to speak, the Public Hearing was closed for the Sonntag Parcel Annexation and Rezoning. Member Morris, seconded by Member Campbell, moved to recommend approval of the annexation of the ±0.85 acres of land known as the Sonntag Parcel and rezoning to "R-IAA" Single -Family Dwellinq District. Motion carried unanimously. ROGERS PROPERTY - ANNEXATION AND REZONING Principal Planner Rumer stated the subject property is located on the east side of Ocoee Apopka Road, 2,500 feet southeast of the intersection of Ocoee Apopka Road and Fullers Cross Road. The parcel size is ±37.12 acres and currently contains a single-family house with accessory buildings including a barn. The City intends to use this property as a recreational park. DEVELOPMENT REVIEW COMMITTEE On March 27, 2007, the DRC met and recommended approval of the annexation and rezoning of the Rogers parcel as presented. STAFF RECOMMENDATION Staff recommends that the Planning & Zoning Commission, acting as the Local Planning Agency, recommend approval of the annexation of the +/-37.12 acres of land known as the Rogers Property parcel, and rezoning to "R-1AA" Single -Family Dwelling District. Planning and Zoning Commission Regular Meeting April 10, 2007 DISCUSSION Chairman Golden stated that the parcel looks like it would be a great park property and inquired if the City had any conceptual designs for the park. Community Development Director Wagner stated there were several conceptual plans but he believes the City is in the process of hiring a consultant who will master plan all of the park sites. Member Campbell inquired as to why the property was zoned R-1AA. Community Development Director Wagner stated that is what the property is zoned to the north and they are trying to make the zoning consistent with the area and land use. Member West stated he believed there was an eagle somewhere on that property. Community Development Director Wagner stated there is an eagle nest right off the property which he has heard that the eagle may have flown away but the eagle will not diminish the value for a park use. The Public Hearing was opened for the Rogers Property Annexation and Rezoning. As no one wished to speak, the Public Hearing was closed for the Rogers Property Annexation and Rezoning. Member West, seconded by Vice Chair McKey, moved to recommend approval of the annexation of the +/--37.12 acres of land known as the Rogers Property parcel and rezoning to "R-IAA" Single -Family Dwelling District. Motion carried unanimously. FDOT SURPLUS PROPERTY — ANNEXATION AND REZONING Principal Planner Rumer stated the subject property is located on the North side of SR 50 (W. Colonial Drive) and between Blackwood Avenue and Clarke Road. The parcel size is ±1.95 acres and is currently vacant. The proposed use is for a future (north -south) public roadway that will eventually link with Montgomery Avenue (Ocoee Commons PUD) and SR 50 with some stormwater abatement. A portion of the property lies within the 100 year flood plans and contains wetlands. DEVELOPMENT REVIEW COMMITTEE The DRC met on March 27, 2007, and recommended approval of the annexation and rezoning of the FDOT Surplus Property as presented. STAFF RECOMMENDATION Staff recommends that the Planning & Zoning Commission, acting as the Local Planning Agency, recommend approval of the annexation of the +/-1.95 acres of land known as the FDOT Surplus Property parcel, and rezoning to "C-2" Community Commercial. 4 Planning and Zoning Commission Regular Meeting April 10, 2007 DISCUSSION Member West inquired as to how the City acquired the FDOT Surplus parcel. Community Development Director Wagner stated it was given to the City and further explained the future roadways that would be tying into SR 50. The Public Hearing was opened for the FDOT Surplus Property Annexation and Rezoning. As no one wished to speak, the Public Hearing was closed for the FDOT Surplus Property Annexation and Rezoning. Vice Chair McKey, seconded by Member Rhodus, moved to recommend approval of the annexation of the +/--1.95 acres of land known as the FDOT Surplus Property parcel and rezoning to "C-2" Community Commercial. Motion carried unanimously. DEVELOPMENT PROJECTS STATUS PRESENTATION Community Development Director Wagner presented the board with a lengthy presentation covering the following: • Residential projects under construction • Residential construction expected in the next 12 months • Residential construction expected in the next 12-60 months • Commercial projects completed in the last 12 months • Commercial projects under construction • Commercial construction expected in the next 12 months • Commercial construction expected in the next 12-36 months Community Development Director Wagner also thanked Principal Planner Rumer, GIS Analyst Mike O'Halloran, and Development Review Coordinator Carolyn Alexander for all their help in gathering information for the presentation. He further announced Carolyn Alexander will be retiring on June 1st from the City of Ocoee which will be a loss for the Planning Department and the City. ADJOURNMENT The meeting adjourned at 8:36 p.m. Attest: Melanie Sibbitt, Deputy City Clerk Jim Golden, Chairman I_1_9 =1�I `1llIT Meadow Ridge Commercial Final Subdivision Plan/Final Site Plan .__._rr•_ . Mayor S. Scott Vandergrift City Manager Robert Frank STAFF REPORT TO: The Planning & Zoning Commission FROM: Bobby Howell, Senior Planner a� THROUGH: Russ Wagner, AICP, Community Development Director DATE: May 2, 2007 RE: Meadow Ridge Commercial Final Subdivision / Final Site Plan Project # LS-2006-007 ISSUE: Commissioners Gary Hood, District 1 Scott Anderson, District 2 Rusty Johnson, District 3 Joel F. Keller, District 4 Should the Planning & Zoning Commission recommend approval of the Final Subdivision / Final Site Plan for Meadow Ridge Commercial? BACKGROUND: Meadow Ridge Commercial is approximately 8.52 acres in size and is located at the southeast corner of the intersection of Maguire Road and Moore Road, it is the commercial component of the Meadow Ridge PUD. The Final Subdivision / Final Site Plan proposes the construction of infrastructure for this development. The proposed site plan is comprised of 7 buildings totaling approximately 91,051 square feet in area, and consists of uses ranging from a bank, retail, restaurant, and offices. The table below references the future land uses, zoning classifications and existing land uses of the surrounding parcels: Direction Future Land Use Zoning Classification Existing Land Use North Commercial Commercial (PLID) Plantation Grove Shopping Center East Low Density Residential Low Density (PUD) Meadow Ridge Residential Subdivision, which is currently under construction South Conservation/Flood lains Low Density PUD Wetland West Low Density Residential Orange County PD Planned Development) Vacant Parcel DISCUSSION: The Meadow Ridge Commercial subdivision will be accessed via five access points that consist of a right -in from Maguire Road, two points along Moore Road that consist of one right-in/right-out, and one full access approximately 150-feet to the east, and two full access points along Jordan Rose Avenue. Jordan Rose Avenue has been constructed as an access road to service the Meadow Ridge residential subdivision. May 8, 2007 Planning and Zoning Commission Page 2 The development will consist of seven commercial lots that will be comprised of a bank, retail, restaurant, and professional office uses. Lot 1 will be the site of the bank, and Lots 2-7 will consist of retail, restaurant, and professional office uses. The Lot Layout Plan indicates all lots except for Lots 1 and 7 will be condominiums, or will be under individual ownership with leaseable space. Lot 1 will consist of building area, parking area, and associated landscaping. Lot 7 will be comprised of building area, and a portion of a drive aisle that will pass under an enclosed breezeway that will connect two sides of the proposed building. Common parking and landscaping for Lots 2-7 will be provided in a separate tract that will be owned and maintained by a yet to be established Property Owners Association. The Lot Layout Plan indicates the landscape buffers that are required along Moore Road, Maguire Road, Jordan Rose Avenue, and abutting the residential area will be in a tract that will be dedicated to and maintained by the Property Owners Association. An easement will be dedicated to the Property Owners Association to allow for maintenance of the portion of the landscape buffer that will be provided on the bank site. The developer has proposed a seating area in the center of the site that will be comprised of benches, a trellis, Live Oak trees, Ligustrum trees, and a fountain with pavers around the perimeter. The fountain will serve as a focal point from all points of access for drivers and pedestrians when they enter the development. Additionally, Italian Cypress trees will be provided in the middle of the boulevard entrance that will lead into the center of the site from Maguire Road. The developer has proposed a Mediterranean architectural theme that is consistent with the surrounding developments in the area. Architectural embellishments such as tile roofs with peaks, and arches that will be provided over several entrances will help to complement the theme the developer is attempting to establish with this project. The most significant architectural feature that the developer is proposing is an enclosed breezeway that will connect two portions of the building that is proposed on Lot 7. Vehicular and pedestrian traffic will be able to pass under this breezeway to reach other areas of the site. It was noted during the review process that the proposed layout depicted on the Final Subdivision / Final Site Plan is a different configuration than the layout that was depicted in the approved Meadow Ridge PUD plan. The original lot configuration of the commercial portion of the Meadow Ridge PUD consisted of four lots that were noted on the plans as Lots 153-156. It is depicted on the PUD plan, and was the intent of the original developer that Lot 153 would be developed as office buildings, Lot 154 would either be developed as a bank or drugstore, and Lots 155 and 156 would be developed as a restaurant and retail uses. The proposed lot layout depicted on the Final Subdivision / Final Site Plan is in a different configuration that was depicted on the PUD plan, but does not conflict with the approved uses for each lot in the approved PUD. Lot 154 is now Lot 1, and is proposed to be developed as a bank, which is a permitted use of the PUD. The remaining lots have been combined into one lot and are proposed to be developed as a mixed use development, which is strongly encouraged in the Land Development Code. The buildings constructed on this lot will be sold as condominiums or will be under an individual ownership, with leaseable space. As previously mentioned, all common areas for this portion of the development will be provided in a separate tract that will be owned and maintained by a Property Owners Association. The applicant has been notified that they have the option of amending the PUD ordinance at a later date to be consistent with the proposed reconfiguration of the lots and uses on the site. May 8, 2007 Planning and Zoning Commission Page 3 WAIVER REQUESTS: In order to proceed with review of the Final Subdivision / Final Site Plan, the applicant has requested five waivers from the requirements of the Land Development Code. Below is a discussion of the five waivers that are being requested. The applicant has justified all waiver requests by dedicating 12-feet of right-of-way along the portions of the property that abut Moore Road and Maguire Road, and by providing amenities including a trellis in the seating area in the center of the site, and Italian Cypress trees that will line the boulevard entrance leading into the site from Maguire Road. The first waiver that is being requested is to Section 6.4.G of the Land Development Code. This section of the Land Development Code requires a total of 368 parking spaces to be provided on the site. The applicant has requested a reduction of this requirement to allow 325 parking spaces to be provided on site. The second waiver that is being requested is to Section 6.14.C(1)(a) of the Land Development Code. This section of the Land Development Code requires buildings to be setback at least 35-feet along secondary roads and 25-feet along local roads. The Land Development Code considers Moore Road a secondary road, and Jordan Rose Avenue a local road. The applicant has requested a reduction of these setbacks to 25-feet along Moore Road and 15- feet along Jordan Rose Avenue. The third waiver that is being requested is to Section 6.14.C(2)(b) of the Land Development Code. This section of the Land Development Code requires a 25-foot wide landscape buffer along primary and secondary roads. The applicant is requesting a waiver to this requirement to allow a reduction of this buffer to 15-feet in width along the portions of the property that abut Moore Road and Maguire Road. The fourth waiver that is being requested is to Section 6.14.C(5)(c) of the Land Development Code. This section of the Land Development Code requires all ground signs to be setback at least 10-feet from the right-of-way. The applicant is requesting a reduction of this requirement to allow the proposed ground sign along Moore Road to be setback 5-feet from the right-of- way. The fifth waiver that is being requested is to Section 6.14.C(1)(b) of the Land Development Code. This section of the Land Development Code requires outparcel lots to be a minimum of 1 acre in size. The applicant is requesting a waiver to this requirement to allow all 7 lots that are proposed to be less than 1 acre in size. The applicant has requested a waiver to this requirement since the development is proposed as a condominium. The future owners will either own the building, or a portion of the building. A waiver from this requirement of the Land Development Code allows the only method of creating the condominium. DEVELOPMENT REVIEW COMMITTEE RECOMMENDATION: The Development Review Committee (DRC) met on May 1, 2007 and reviewed the Final Subdivision / Final Site Plan. The applicant was notified of outstanding concerns on the plans from the Planning Division, the Engineering Department, and the Legal Department. No additional concerns were addressed, and voted unanimously to recommend approval of the Final Subdivision / Final Site Plan date stamped May 2, 2007, and all five waiver requests, subject to the satisfaction of the outstanding concerns prior to the plans being presented to the City Commission. May 8, 2007 Planning and Zoning Commission Page 4 STAFF RECOMMENDATION: Staff recommends that the Planning and Zoning Commission recommend approval of the Final Subdivision / Final Site Plan for Meadow Ridge Commercial, and all five waiver requests subject to the satisfaction of the outstanding concerns prior to the plans being presented to the City Commission. Attachments: Location Map Future Land Use Map Surrounding Zoning Map Planning Division Comments Engineering Department Comments Legal Department Comments Final Subdivision / Final Site Plan for Meadow Ridge Commercial date stamped May 2, 2007 NO d�YHJ31- 0 b d U I 1111111111 A LJ TREASURE LANDING MeadowRidge Commercial 41� M Ocoee Community Development Department 1 inch equals 857.767369 feet 27937.50 275 550 825 Feet Printed: May 2007 Subject Property Unincorporated Territory and tither Municipalties Low Density Residential Denso Residential . Industrial'Light Industrial Heavy Conservation/Floodplains x� II DevelopmentOcoee Community equalsDepartment I inch 00 Printed'et r «f Mavor S. Scott Vandergrift Cit;v Manager Robert, Frank MEMORANDUM Commissioners Gary Hood; District; 1 Scott Anderson, .District `? Rusty Johnson, District 3 Joel F, Keller, District 4 DATE: April 25, 2007 TO: Carolyn Alexander, Development Review Coordinator FROM: Bobby Howell, Senior Planner SUBJ: Meadow Ridge Commercial Final Subdivision Plan — 3`d staff review LS-2006-007 These comments list the concerns of the Planning Division related to the current plan submittal, received April 19, 2007. These repeat comments list the remaining concerns of the Planning Division related to the current application submittal. (Repeat Comment - January 3, 2007) Currently, there are utility poles in the right-of- way of Moore Road where the turn lanes are proposed. How will these conflicts be mitigated? • (March 16, 2007) The City and the applicant need to discuss the resolution of the turn lane construction with Progress Energy. • (April 25, 2007) Please note COA 48 requires the utility poles along Moore Road to be relocated as soon as possible to allow for construction of the turn lanes leading into the development from Moore Road. Please provide documentation that this conflict will be resolved and the turn lanes will be constructed as soon as possible. 2. (Repeat Comment - January 3, 2007) Please provide calculations, which show how the landscaping numbers were attained in accordance with Section 6-14 of the Land Development Code. Please show site landscaping calculations separately from buffer landscaping calculations. (March 16, 2007) Based on the property lengths noted on the landscape plans, 1 additional canopy and understory tree are required to be provided in each buffer along each property line. • (April 25, 2007) The buffer provided on the rear of the property abutting the residential area is missing 11 understory trees. Please provide them in this buffer to satisfy the requirements of the Land Development Code. Meadow Ridge Commercial — Final Subdivision Plan Carolyn Alexander, Development Review Coordinator Page 2 of 3 3. (Repeat Comment - January 3, 2007) Please provide more decorative plant materials and a trellis in the landscaped area that is in the center of the site. • (March 16, 2007) This comment has not been satisfied. The plant materials in this location are still the same as provided on the previous submittal. Additionally, the trellis has not been provided. Please provide the trellis and a cut sheet. (April 25, 2007) Please provide the trellis in the landscaped area in the center of the site. The trellis was negotiated from the beginning of the project in relation to the many waivers from the Land Development Code that are being requested. The trellis will serve as partial justification for staff recommending in favor of the waiver requests. 4. (Repeat Comment - January 3, 2007) Please provide a row of Italian Cypress trees along the walkways in the center of the site. (March 16, 2007) This comment has not been satisfied. Adding these trees in this location will create a focal point for drivers as they enter the site from Maguire Road. (April 25, 2007) Please provide the Italian Cypress trees in the landscape island in the boulevard that is labeled "Relocated Plants" on the landscape plan to serve as a focal point for drivers when entering the development. The Italian Cypress trees were negotiated from the beginning of the project in relation to the many waivers from the Land Development Code that are being requested. The trees will serve as partial justification for staff recommending in favor of the waiver requests. 5. (Repeat Comment - January 3, 2007) The landscape islands in the parking areas do not have groundcover. Please note that no area is permitted to be' devoid of groundcover. • (March 16, 2007) This comment has not been satisfied. (April 25, 2007) There are several islands in the parking areas where this requirement has not been satisfied. Please provide groundcover in these islands to satisfy the requirements of the Land Development Code. The following are new comments as a result of the plans being revised with new information that we have not previously reviewed. Please provide a detail of the feature sign and landcape area that is noted on Sheet 4. Meadow Ridge Commercial — Final Subdivision Plan Carolyn Alexander, Development Review Coordinator Page 3 of 3 2. The landscape buffer tracts are supposed to be 15-feet in width. There are buildings and parking areas encroaching into these areas by several feet. Please correct this to ensure the landscape buffer tracts are 15-feet in width. 3. Please add in addition to Tract "T" to the note in regards to landscape maintenance on Sheet 5. 4. Please remove note 16 in regards to building wall signage on Sheet 6, the striping plan. There seems to be an excessive amount of wall signage proposed. Please note the wall signs that are proposed on the rear of all buildings must be removed and are not permitted in accordance with the Land Development Code. 5. Please move the ground sign that is proposed along Jordan Rose Avenue to east side of the entrance. The sign in its current location will be obstructed from view behind the dumpsters that are adjacent to the sign. 6. Please move the utility easement that is proposed in this location several feet to the east so the sign will not be constructed in the easement. 7. Please provide shrubs and landscaping around the bases of all ground signs. 8. The ground sign that is proposed Moore Road and Jordan Rose Avenue can only be permitted 36 square feet in area with a maximum of 3 users identified on the face. The subdivision identification portion should be a maximum of 18 square feet in area with a maximum of a 6-inch frieze. 9. Please note the ground sign that is proposed along Maguire Road should be limited to eight users. 10. Please extend the sidewalk around the radius of the sidewalk along Moore Road to go across the road into the Plantation Grove shopping center. Mayor S. Scott Vandergrift City Manager Robert Frank Commissioners Gary Hood, District 1 Scott Anderson, District 2 Rusty Johnson, District 3 Joel F. Keller, District 4 Meadow Ridge Commercial Final Site Plan Large Scale Site Plan-3rd Staff Review Engineering Department Compiled Comments May 1, 2007 The following are the results of the Engineering Department's review of your 3`d submittal of the above referenced project. If you have any questions regarding these comments, please feel free to contact our department. For a detailed discussion of these comments, please schedule a Technical Staff Review Committee (TSRC) meeting. Engineering Department The Meadow Ridge Commercial plans are approved contingent upon the following comments. Please make these corrections and include them on your plan sets that will be submitted for the site construction permit. There is no need for an additional review submittal, however, a permit will not be issued if these changes are not made for the permit submittal set. 1. (repeat comment) Sheet 4 "Underground Utilities Plan" shows connection to the City's reuse water main (the City supplies reuse in this area; not Orange County) along Maguire Road. Please note that this project will be required to complete the loop of the 8" reuse water main from Maguire Road, eastward along Moore Road, to the planned portion to be installed as part of the Key Isle Apartments. The Key Isle Apartments project is bringing the 8" reuse main westward along Moore Road and ending the line before the north[east] corner of the Meadow Ridge Commercial site on the south side of the roadway. The Meadow Ridge Commercial site will connect to the reuse system along the north property line (not along Maguire Road as shown). The current plan set indicates a 12" main. This loop is only required to be an 8" line. The existing 12" line under Maguire Road will need to be reduced down to an 8". Please revise. 2. On the cover sheet, please change the reuse water provider under "Utility Companies" to the City of Ocoee (not Orange County Utilities). 3. On sheet 3 "General Construction Notes", please change the reclaim water main test pressure to 150 psi (not 100psi) under the "Utility Pipe Schedule". Utilities, Public Works, Police, and Fire Departments No comments at this time. Sincerely, The Engineering Department Steven E. Frey II 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 Pace ] of 1 C: (Documents and SetttngslbhoweUlLocal SetttngslTemporary Internet FilesDLK159Meadow Ridge Commercial 3rd - ENG.doc :FOLEY FOLEY & LARDNER LLP ATTORNEYS AT LAW MEMORANDUM CLIENT -MATTER NUMBER 020377-0808 TO: Carolyn Alexander, Development Review Coordinator FROM: Nicholas N. Palmer, Assistant City Attorney DATE: May 2, 2007 RE: Meadow Ridge Commercial Final Subdivision Plan Project No. LS-2006-007 (Revised Third Review Comments) In connection with the above -referenced project, we have reviewed the following documents: 1. Letter of Transmittal from Evans Engineering, Inc. dated April 18, 2007 and stamped received by the City of Ocoee on April 19, 2007; 2. Response letter from Evans Engineering, Inc. dated April 16, 2007 and stamped received by the City of Ocoee on April 19, 2007 (the "Response Letter"); 3. Response letter from The Scott Partnership Architecture, Inc. dated April 16, 2007 and stamped received by the City of Ocoee on April 19, 2007; 4. Signage plans prepared by Thomas Sign & Awning Company, Inc. stamped received by the City of Ocoee on April 19, 2007; 5. Declaration of Covenants, Restrictions and Easements for Meadow Ridge Commercial Parcel; and 6. Final Subdivision / Final Site Plan for Meadow Ridge Commercial stamped received by the City of Ocoee on April 19, 2007 (the "Plan"). This memorandum supersedes our previous memoranda dated January 18, 2007, March 29, 2007 and April 30, 2007. Based upon our review of the documents noted above and pursuant to the Land Development Code, we have the following comments: 1. Pursuant to the discussion at the May 1, 2007 DRC meeting, the property owners association, and not the individual lot owners, will be responsible for the maintenance of ORLA_444057.1 FOLEY FOLEY & LARDNER LLP any sidewalks and landscaping located within each Lot. Accordingly, please add the following Condition of Approval to Sheet 2 of the Plan: The property owners association shall be responsible for the maintenance of any sidewalks and landscaping located within each individual lot. Appropriate easements in favor of the property owners association, as required by the City, shall be provided at the time of platting. 2. Since the Waiver Table appears on the Cover Sheet of the Plan, and not on same sheet as the Conditions of Approval, please revise Condition of Approval No. 9 on Sheet 2 of the Plan to replace the words "on this sheet" with the words "on this Plan." 3. Pursuant to the discussion at the May 1, 2007 DRC meeting, please revise Condition of Approval No. 30 on Sheet 2 of the Plan to be consistent with PUD Condition of Approval No. 38, as listed on Exhibit "B" to that certain Second Amendment to Second Development Agreement dated December 7, 2004 and recorded February 11, 2005 in O.R. Book 7826, Page 3809, Public Records of Orange County, Florida. 4. Since a total of seven (7) lots will be permitted within the entire project, and not just the western portion of the Plan (identified as Tract B in the RLUP), please revise Condition of Approval No. 51 on Sheet 2 of the Plan to replace the words "Development of PUD Lots 143, 155 and 156 (Tract B of the RULP)" with the words "Development of this Project...." Please do not hesitate to contact me should you have any questions. cc: Paul E. Rosenthal, City Attorney 2 ORLA_444057.1 I- A FINAL FIN.A L SI TE PLA IM MEA -DO W RID G,E c o ..CIAL � e • r - - e �I w r ADDITIONAL - PLANS SURVEY WATER: ORANGE COUNTY UTILITIES SEWER: ORANGE COUNTY UTILITIES REUSE: CITY OF OCOEE A TELEPHONE: EMBARK ELECTRIC: PROGRESS ENERGY CABLE: BRIGHTHOUSE GAS: LAKE APOPKA NATURAL GAS 32 22 28 0000 00 065 ClTv_& OF O coEE, RE VISED A PRIL'9 OWNER/APPLICANT MAGUIRE SHOPPES, LLC. 7505 WEST SAND LAKE ROAD ORLANDO, FLORIDA 32819 (407)999-9961 GEOTECH (MASTER PLAN) DEVO ENGINEERING 5500 ALHAMBRA DRIVE ORLANDO, FL 32808 (407)290--2371 1p'1117��ili lill ❑ PRELIMINARY PLAN ❑ BID SET PERMIT REVIEW SET ❑ CONSTRUCTION SET ❑ RECORD DRAWING ENGINEER EVANS ENGINEERING, INC. 719 IRMA AVENUE ORLANDO, FLORIDA 32803 (407)872-1515 SURVEYOR (MASTER PLAN) DONALD W. MCINTOSH ASSOCIATES, INC. 2200 PARK AVENUE NORTH WINTER PARK, FL 32789 (407)644-4068 * THIS PLAN SHALL NOT BE USED FOR CONSTRUCTION UNLESS APPROVED FOR CONSTRUCTION. CONTRACTOR SHALL BE RESPONSIBLE FOR ENSURING ALL PERMITS HAVE BEEN OBTAINED PRIOR TO STARTING CONSTRUCTION. CIVIL ENGNEERING I LAND PLANNING PERMITTING SERVICES 719 IRMA AVENUE ORLANDO, FLORIDA 3280S (407) $72-1915 www.evansenginc.com CERTIFICATE OF AUTHORIZATION NO. 00006788 VICINITY MAP N.T.S. 1 � e CODE REQUIREMENT WAVIER REQUEST JUSTIFICATION SECTION 6.4.G TO ALLOW A REDUCTION DEDICATION OF 12 FEET OFF --STREET PARKING, FROM 368 SPACES TO 325 RIGHT—OF—WAY ALONG TOTAL SITE 344 SPACES SPACES MOORE AND MAGUIRE. REQUIRED MIXED USE PARKING CREDITS. SECTION 6.14.C.1.a TO . ALLOW A REDUCTION DEDICATION OF 12 FEET BUILDING ORIENTATION, FROM 35 FEET ALONG RIGHT—OF—WAY ALONG BUILDING SETBACKS MOORE AND 25 FEET MOORE AND MAGUIRE ALONG JORDAN ROSE TO 15 FEET SECTION 6.14.C.2.b TO ALLOW A REDUCTION DEDICATION OF 12 FEET LANDSCAPE BUFFERS FROM 25 FEET ALONG RIGHT—OF—WAY ALONG ALONG PUBLIC STREETS MOORE ROAD TO 15 FEET MOORE AND MAGUIRE SECTION 6.14.C.5.c TO ALLOW A SETBACK DEDICATION OF 12 FEET GROUND SIGN DESIGN REDUCTION FROM 10 FEET RIGHT--OF—WAY ALONG STANDARDS TO 5 FEET FOR GROUND MOORE AND MAGUIRE SIGN ON MOORE ROAD SECTION 6.14.C.1.B TO ALLOW COMMERCIAL OWNERS ASSOCIATION TO OUTPARCEL LOT SIZE LOTS 1 THRU 7 TO BE MAINTAIN COMMON AREA LESS THAN 1 ACRE IN SURROUNDING LOTS SIZE C ® ul Q r 0 0 � SITE DATA AREA: TOTAL SITE AREA: 76.339 ACRES. WETLAND PRESERVATION 14.084 ACRES. UPLAND BUFFER PRESERVATION 1.121 ACRES. ROW DEDICATION 7TH AVENUE 1.115 ACRES. ROW DEDICATION MOORE & 7TH CORNER 0.029 ACRES. GROSS LAND AREA 59.700 ACRES. NET LAND AREA 59.700 ACRES. EXISTING ZONING: PUD SURROUNDING ZONING: NORTH PUD MF/C-2/RES OCOEE. SOUTH R1-AA OCOEE; ORANGE COUNTY SCHOOL BOARD ELEMENTARY SCHOOL AND OCOEE PARK, EAST ORANGE COUNTY R1-AAA & A-1; 2 UNITS PER ACRE. WEST PD ORANGE COUNTY COMMERCIAL. EXISTING VEGETATION: CLEARED ORANGE GROVE- PLANTED TREE FARM, SCATTERED HARDWOOD TREES, AND VARIOUS WETLAND AND TRANSITION SPECIES IN CONSERVATION/OPEN SPACE PARCEL. 100-YEAR FLOODPLAIN: THE SITE IS ENTIRELY WITHIN ZONE X AS SHOWN ON THE FEMA/FIRM MAP, PANEL #12095CO220E, DATED DECEMBER 6, 2000. WETLANDS: THERE IS A 14.08 ACRE WETLAND TO BE PRESERVED BASED ON FIELD INSPECTION BY THE ST. JOHNS RIVER WATER MANAGEMENT DISTRICT. A MINOR IMPACT FOR STORMWATER DISCHARGE OUTFALL STRUCTURE MAY OCCUR SOILS: 3 BASINGER 18% 20 IMMOKALEE 10% 46 TAVARES 50% 26 42 SANIBEL 5% 44 SMYRNA 12% TREE SURVEY ,AOIEIEERODDLRTRESDNLRRTOSOYED ORORDINANCEETBPRSVE.ADITIIONAL8"ORAGEAREURVE AND SHOWN IN THE PSP. CONDITIONS OF APPROVAL ,ni 1. PROPOSED LAND USES: COMMERCIAL/PROFESSIONAL OFFICE LOTS 153-156 GROSS LAND AREA: +/- 8.8 ACRES NET LAND AREA: +/- 8.8 ACRES MAX. BUILDING HEIGHT: 35 FEET, 2 STORIES PARKING: PER OCOEE CODE FOR SPECIFIC COMMERCIAL/PROFESSIONAL OFFICE USES. OPEN SPACE: MIN. 20% OF GROSS LAND AREA FOR SITE SERVED BY MASTER STORM SYSTEM. MIN. COMMERCIAL PROFESSIONAL OFFICE LOT INTERNAL BUILDING SETBACKS: FRONT. SEE PERIPHERAL SETBACKS BELOW. SIDE: 10 FT INCLUDING INTERNAL DRIVEWAYS. REAR: 20 FT. INCLUDING INTERNAL DRIVEWAYS. 25 FT ACCESS EASEMENT AT LOTS 153-156: 10 FT. MIN. COMMERCIAL PROFESSIONAL OFFICE LOT PERIPHERAL BUILDING SETBACKS: AGUIRE ROAD RIGHT-OF-WAY: 38 FT. WITH V FT LANDSCAPE BUFFER SUBJECT TO 99-23 EXHIBIT 1. S 6-14; C.2.b.(I P. ROM MOORE ROAD RIGHT-OF-WAY: 23 FT. Wf'H 25 FT LANDSCAPE BUFFER SUBJECT TO 99-23 EXHIBIT 1. S 6-14; C.b(IPLANDSCAPE . OJACFNT TO RESIDENTIAL: 50 FT. WITH 10 BUFFER. FROM A' BLVD: 25 FT WITH 15 FT LANDSCAPE BUFFER. THE COMMERCIAL/PROFESSIONAL OFFICE PARCEL SHALL CONFORM TO ORDINANCE NO 99-23 DEVELOPMENT STANDARDS OF THE CITY OF OCOEE. ALL BUILDINGS IN THE COMMERCIAL/PROFESSIONAL OFFICE PARCEL SHALL HAVE TILE ROOFS. THE PROPOSED LAND USES ARE SUBJECT TO THE USE RESTRICTIONS SET FORTH HEREIN, INCLUDING BUT NOT LIMITED TO CONDITION OF APPROVAL # 38. 2. TRAFFIC GENERATION: SINGLE FAMILY = 1455 TRIPS COMMERCIAL = 4500 TRIPS 3. UTILITY PROVIDERS: WATER: ORANGE COUNTY UTILITIES SANITARY SEWER: ORANGE COUNTY UTILITIES REUSE WATER: CITY OF OCOEE SOLID WASTE: CITY OF OCOEE ELECTRICITY. PROGRESS ENERGY (ST. LIGHTING TO CONFORM TO CITY LDC & ORD. 95-17) TELEPHONE: SPRINT 4. STORMWATER MANAGEMENT' ONSITE SYSTEM PER OCOEE AND ST. JOHNS RIVER WATER MANAGEMENT DISTRICT REQUIREMENTS WITH DISCHARGE TO POSITIVE OUTFALL THROUGH THE WETLAND. OVERALL STORMWATER POND REQUIREMENTS ARE ESTIMATED TO BE 8.0+/- ACRES. 5. HOMEOWNERS/PROPERTY OWNERS ASSOCIA1ONS: ASSOCIATIONS SHALL BE CREATED FOR OWNERSHIP AND MAINTENANCE OF ALL COMMON AREAS, CONSERVATION AREAS, OPEN SPACE AREAS, RECREATION AREAS, STORMWATER PONDS AND PRIVATE STREETS AND DRAINAGE. ALL RELEVANT HOMEOWNERS/PROPERTY OWNERS ASSOCIATION DOCUMENTS AND DECLARATIONS OF COVENANTS AND RESTRICTIONS SHALL BE PROVIDED TO THE CITY FOR APPROVAL PRIOR TO RECORDING EACH PLAT. ALL FF ELEVATIONS TO BE 1 FOOT ABOVE 100YR FLOOD LINE. 6. PHASING: THE COMMERCIAL/PROFESSIONAL OFFICE PORTION WILL BE DEVELOPED IN MULTIPLE PHASES CONSISTENT WITH ITS LOTTING PLAN. 7. CONCERNING MORATORIUMS: THE CITY IS SUBJECT TO THE TERMS, PROVISIONS AND RESTRICTIONS OF F.S. SECTION 163 CONCERNING MORATORIUMS ON 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 EXEMPTION. 8. DEVELOPER AGREEMENT: A SECOND AMENDMENT TO SECOND DEVELOPER AGREEMENT WHICH INCORPORATES THE CONDITIONS OF APPROVAL ON THIS LAND USE PLAN SHALL BE ENTERED INTO BETWEEN THE CITY AND THE DEVELOPERS IN CONNECTION WITH APPROVAL OF THIS LAND USE PLAN. EXISTING DEVELOPER AGREEMENTS ARE: FIRST AMENDMENT TO SECOND DEVELOPER AGREEMENT DATED APRIL 2, 2002-RECORDED AT ORB 6503, PAGE 464. SECOND DEVELOPER AGREEMENT RECORDED AT ORB 4619, PAGE 2136, SEPTEMBER 7, 1993 FIRST DEVELOPER AGREEMENT RECORDED AT ORB 4285, PAGE 2790, NOVEMBER 20,1990 AT ORB 6503, PAGE 464. A 9. WAIVERS: REQUESTED WAIVERS ARE SET FORTH IN THE WAIVER TABLE ON THIS PLAN 10. WETLAND MITIGATION: ALL ENCROACHMENTS INTO AREAS CLAIMED AS JURISDICTIONAL WETLANDS BY ST. JOHNS RIVER WATER MANAGEMENT DISTRICT SHALL BE MITIGATED CONSISTENT WITH REQUIREMENTS AND PERMIT CONDITIONS OF THE SJRWMD AND CITY OF OCOEE. 11. VEHICULAR ACCESS RIGHTS: VEHICULAR ACCESS RIGHTS TO MAGUIRE ROAD, MOORE ROAD, 7TH STREET, 6TH STREET AND THE ROAD LEADING UP TO THORNEBROOK ELEMENTARY WILL BE DEDICATED TO THE CITY FOR ALL ABUTTING LOTS AND TRACTS OTHER THAN AS SHOWN ON THE APPROVED PLAN. 12. LEGAL INSTRUMENTS: ALL LEGAL INSTRUMENTS INCLUDING, BUT NOT LIMITED TO, THE DECLARATION OF COVENANTS, EASEMENTS AND RESTRICTIONS, ASSOCIATION DOCUMENTATION, EASEMENT AGREEMENTS AND WARRANTY DEEDS CONVEYING PROPERTY TO THE CITY OR ASSOCIATION MUST BE SUBMITTED TO AND APPROVED BY THE CITY PRIOR TO PLAT APPROVAL. 13. LANDSCAPE PHASING: ALL SCREEN WALLS, LANDSCAPE BUFFERS, ENTRY AND CORNER LANDSCAPE IMPROVEMENTS FOR EACH PHASE SHALL BE COMPLETED PRIOR TO ISSUANCE OF THE CERTIFICATE OF COMPLETION FOR EACH PHASE RESPECTIVELY. 14. SIGHT LINES: NO WA L, FENCE, SIGN OR STRUCTURE OR ANY PLANT GROWTH SHALL OBSTRUCT SIGHT LINES BETWEEN 2'6' AND 10' ABOVE THE CROWN OF THE ADJACENT ROADWAY WITHIN THE SIGHT (STANCE TRIANGLE AS DEFINED IN THE LAND DEVELOPMENT CODE AT THE INTERSECTION OF THE TWO ADJACENT STREETS, 15. FINISHED FLOOR ELEVATIONS: POST- DEVELOPMENTVELEVATION GENRATED BYMTHE 100 YEARO/�F4--HOUOR DESIGN STORM TED 16. FRONT BUILDING SETBACK: FRONT BUILDING SETBACK WILL BE MINIMUM OF 20 FEET OR,l WIDTH IS OBTAINED, WHICHEVER IS CEATER, THE FRONT SETBA 4KHERE THE MINIMUM LOT LINE TO BE PARALLEL OR MEASURED RADIALLY FROM THE ;TREET RIGHT OF WAY. 17. UTILITIES: THE WATER AND SEWER LINES, INCLDING THE LINES FROM THE 'LIFT STATION TO THE EXISTING PUBLIC FORCE MAIN, WILL JE DEDICATED TO ORANGE COUNTY. THE DEVELOPER WILL INSTALL A REISE WATER SYSTEM THROUGHOUT THE ENTIRE SUBDIVISION WHICH MEETS CITY OF OCOEE SPECtICATIONS AS PART OF THE PROJECT INFRASTRUCTURE. EACH FIRE HYDRANT SHALL BE OSPA YELLOW IN COLOR AND A BLUE REFLECTIVE MARKER SHALL BE AFFIXED TO THE STREET 1N THE CENTER LANE CLOSEST TO THE HYDRANT. ALL ONSITE UTILITIES, INCLUDING ELECTRICAL, CABLE TV AND TELEPHONE, WILL BE PLACED BELOW THE GROUND. ALL SANITARY SEWER MAINS TO BE 8" MINIMUM. ALL WATER MAINS TO BE 6" MINIMUM. ALL UNDERGROUND U1LITIES WILL COMPLY WITH ORDINANCE 95' 17, WHICH REQUIRES PEDESTAL -MOUNTED UTILITY BOXES TO BE PLACED BACK OFF THE STREET, NO MORE THAN 5 FEET FORWARD OF THE FRONT BUILDING SETBACK LINE ON Al: L RESIDENTIAL LOTS WHICH ARE LESS THAN 70 FEET IN WIDTH WHERE THE LOT ABUTS THE '!STREET RIGHT OF WAY LINE. 18. SIDEWALKS: THE DEVELOPER SHALL CONSTRUCT APPROPRIATE CURB CUTS TO ENABLE CONSTRUCTION OF RAMPS AT ALL RIGHTS -OF -WAY INTERSECTIONS (AND OTHER AREAS AS REASONABLY REQUIRED) IN ORDER TO ACCOMMODATE ACCESS TO SIDEWALKS AND STREETS FOR PERSONS WHO ARE IN WHEELCHAIRS AND OTHER PERSONS WHO ! ARE PHYSICALLY CHALLENGED. SIDEWALKS ABUTTING EACH PLATTED LOT SHALL BE CONSTRUCTED AT THE TIME A HOUSE IS CONSTRUCTED ON THE LOT. WHEN SIDEWALKS ARE CONSTRUCTED ON CORNER LOTS AT CERTAIN LOCATIONS, THE SIDEWALKS WILL BE EXTENDED TO THE CURB AT THE APPROPRIATE RAMPS WILL THEN BE CONSTRUCTED. SIDEWALKS ADJACENT TO COMMON AREAS SHALL BE CONSTRUCTED AT THE TIME OF PERMANENT CONSTRUCTION OF ADJACENT COMMON AREAS. SIDEWALKS ALONG MAGUIRE ROAD AND ALONG MOORE RD SHALL. BE COMPLETED PRIOR TO ISSUING THE CERTIFICATE OF COMPLETION FOR THE ADJACENT PHASE OF DEVELOPMENT. SIDEWALKS ALONG THE NORTH SIDE OF "A" BLVD. AND THE EAST SIDE OF MAGUIRE RD FROM "A" BLVD. SOUTH SHALL BE INSTALLED WITH THE FIRST PHASE OF RESIDENTIAL DEVELOPMENT. 19. EXCEPT AS SPECIFICALLY NOTED ON THIS LAND USE PLAN, DEVELOPMENT OF THIS PROPERTY SHALL BE CONSISTENT WITH THE REQUIREMENTS OF THE CITY OF OCOEE CODE. 20. THERE SHALL BE NO ACCESS FROM THE PROJECT TO ANY PUBLIC ROADS EXCEPT AT THE APPROVED LOCATIONS SHOWN ON THE PLAN. 21. ANY DAMAGE CAUSED TO ANY PUBLIC ROAD AS A RESULT OF THE CONSTRUCTION ACTIVITIES RELATED TO THE PROJECT, SHALL BE PROMPTLY REPAIRED BY THE DEVELOPER TO THE APPLICABLE GOVERNMENT STANDARDS AT THE DEVELOPER'S SOLE COST AND EXPENSE. 22. ALL EXISTING STRUCTURES (INCLUDING BUILDINGS POWER LINES EXISTING AERIAL AND UTILITY FACILITIES WILL BE REMOVED AND/OR TERMINATED PRIOR TO OR DURING CONSTRUCTION OF THE DEVELOPMENT REPLACING THOSE USES. 23. ALL ROADS WILL BE PRIVATE. 24. THE DEVELOPMENT OF THIS PROJECT WILL INCORPORATE THE STORMWATER NEEDS OF ALL PUBLIC AND PRIVATE ROADS WITHIN THE PROJECT. 25. EACH PHASE OF DEVELOPMENT SHALL STAND ON ITS OWN WITH RESPECT TO PUBLIC SERVICES (SEWER, WATER, STORMWATER MANAGEMENT, ACCESS AND OTHER RELATED SERVICES). 26. TO THE EXTENT ANY LIFT STATIONS ARE REQUIRED ON THE PROPERTY THEY WILL BE CONVEYED AT THE TIME OF PLATTING. ALL SUCH LIFT STATIONS SHALL BE FENCED WITH BLACK, VINYL CHAIN-L ff FENCE, WITH POSTS AND RAILS PAINTED BLACK, AND SHALL BE SET BACK NO LESS THAN 25 FROM ANY STREET. SUCH LIFT STATIONS SHALL ALSO BE SCREENED WITH HEDGE -TYPE SHRUBBERY, SUCH AS VIBURNUM OR LIGUSTRUM. 27. STREET LIGHTS WILL BE INSTALLED BY THE DEVELOPER AT' THE DEVELOPER'S SOLE COST AND EXPENSE, PRIOR TO A CERTIFICATE OF COMPLETIbN BEING ISSUED AND THE COST OF OPERATIONS WILL BE ASSUMED BY THE DEVELOPER IN ACCORDANCE WITH ORDINANCE NO. 95-17. 28. THIS SECOND REVISED LAND USE PLAN REPLACES AND SUPERSEDES ALL PRIOR LAND USE PLANS RELATING TO THE PROPERTY. 29. EITHER A HOMEOWNERS ASSOCIATION OR A PROPERTY OWNERS ASSOCIATION SHALL MAINTAIN THE LANDSCAPING AND IMPROVEMENTS WITHIN THE WALL AND LANDSCAPE EASEMENTS WITHIN THE PROPERTY, EXCEPT THAT ALL LANDSCAPING ON THE INTERIOR OF ALL WALLS SHALL BE MAINTAINED BY THE INDIVIDUAL LOT OWNERS. 30. ALL COMMERCIAL/PROFESSIONAL OFFICE PARCELS SHALL BE DEVELOPED WITH THE STANDARDS SPECIFIED IN ORDINANCE ##99-23, AS AMENDED, EXCEPT AS OTHERWISE SPECIFIED IN THE PLANS AND CONDITIONS OF APPROVAL FOR THIS PUD. A 1. PERMITTED USES: a) PERMITTED USES WITHIN THE NORTHERN MOST LOT WITHIN TRACT B OF THIS PUD LOT 154 IN THE PRELIMINARY SUBDIVISION PLAN SHALL BE RESTRICTED TO DRUG STORE ANK, AND RESTAURANT USES PERMITTED IN A -2 ZONING DISTRICT AND USES PERMITTED IN A PS ZONING DISTRICT. ALL OTHER USES ARE PROHIBITED. b� PERMITTED USES WITHIN THE SOUTHERN MOST LOT WITHIN TRACT B OF THIS PUD L T 156 ON THE PRELIMINARY SUBDIVISION PLAN) SHALL BE RESTRICTED TO DRUG STORE, ANK AND RESTAURANT USES PERMITTED IN A C 2 ZONING DISTRICT AND USES PERMITTED IN A PS ZONING DISTRICT. ALL OTHER USES ARE PROHIBITED. (c) PERMITTED USES WITHIN THE MIDDLE LOT WITHIN TRACT B OF THIS PUD (LOT 155 ON THE PRELIMINARY SUBDIVISION PLASHALL BE RESTRICTED RESTAURANT AN RETAIL USES PERMITTED IN A C-2 ZONING DISTRICT. ALL OTHER USES ARE PROHIBITED. (d) PERMITTED USES WITHIN TRACT C OF OF THIS PUD (.LOT 153 OF THE PRELIMINARY BDIVISION PLAN) SHALL BE RESTRICTED TO USES PERMITTED IN A PS ZONING DISTRICT. ALL OTHER USES PROHIBITED. IITV NOTWITHSTANDING THE FOREGOING, THE FOLLOWING USES SHALL BE PROHIBITED HIN THIS PUD: AUTOMOBILE SALES NEW OR USED), AUTOMOBILE REPAIR OR SERVICE STATIONS, AUTOMOBILE REPAIR, HOTEL OR MOTEL, MOVIE THEATERS, CONVENIENCE STORES WITH GAS SALES, LIQUOR STORES, MINIATURE GOLF/DRIVING RANGE, PAWN SHOPS, DRIVE-IN RESTAURANTS WITH PICK-UP WINDOWS, AND CHECK CASHING ESTABLISHMENTS. AS A CONDITION OF THIS PUD ANY USES THAT WOULD BE PERMITTED IN THIS PUD AND WHICH WOULD BE PERMITTED AS A SPECIAL EXCEPTION IN A C-2 OR PS ZONING DISTRICT WILL ALSO REQUIRE SPECIAL EXCEPTION APPROVAL FOR THIS PUD. 32. ALL ON -SITE UTILITIES INCLUDING ELECTRICAL, CABLE TV AND TELEPHONE SHALL BE PLACED BELOW GROUND. 33, ALL COMMERCIAL/PROFESSIONAL OFFICE LOT USERS SHALL CONFORM TO THE MASTER ARCHITECTURAL, SIGNAGE, LIGHTING AND LANDSCAPE PACKAGE FLANS, WHICH WILL BE PROVIDED AS PART OF THE FINAL SUBDIVISION PLAN APPROVAL11, 34. THE LANDSCAPE MEDIAN WITHIN "A" BOULEVARD IN FRONT OF THE COMMERCIALf PROFESSIONAL OFFICE TRACT B WILL BE MAINTAINED BY THE MEADOW RIDGE COMMERCCIAL/ PROFESSIONAL OFFICE PROPERTY OWNERS ASSOCIATION. THE LANDSCAPE MEDIAN WITHIN "A" BOULEVARD IN FRONT OF SINGLE FAMILY AND AT THE RESIDENTIAL ENTRANCE GATES WILL BE MAINTAINED BY THE MEADOW RIDGE HOMEOWNERS ASSOCIATION. 35. ALL RETENTION PONDS WILL BE DESIGNED PER THE LDC TO BE UNFENCED. 36. DRAINAGE EASEMENTS BETWEEN LOTS ARE SHOWN FOR LOCATION ONLY. FINAL EASEMENT DIMENSIONS (WIDTHS WILL BE SHOWN ON THE FINAL SUBDIVISION PLAN AND WILL BE SIZED TO MEET CITY R QUIREMENTS. 37. UNLESS OTHERWISE NOTED, A 5' UTILITY AND DRAINAGE EASEMENT WILL BE PLATTED ALONG ALL SIDE LOT LINES, AND A 10' UTILITY AND DRAINAGE EASEMENT ADJACENT TO THE STREET RIGHT-OF-WAY. 3�. NO PERSON SHALL UNDERTAKE LAND CLEARING OR THE REMOVAL OF ANY PROTECTED R WITHOUT FIRST OBTAINING A PERMIT FROM THE BUILDING dEPARTMENT. THE REMOVAL PROTECTED TREES SHALL BE MINIM{ZED 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 SPECIMEN AND HISTORIC TREES. 39. NOTWITHSTANDING THE CONVEYANCE OF THE STORMWATER RETENTION PONDS TO AN 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: (I) THE ENT1f�E 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 ASSOCC:IATION HAVE, IN FACT, BEEN CONVEYED TO THE ASSOCIATION, 9. (CONTINUED) ii) THE ASSOCIATION IS DESIGNATED AS THE MAINTENANCE ENTITY ON THE RECORDS OF Ti HE SJRWMD, AND ALL TRANSF R RECORDS REQUIRED BY SJRWMD HAVE BEEN EXECUTED AND ACCEPTED BY SJRWMD, iv THE CITY HAS BEEN PROVIDED WITH A COPY OF THE DEVELOPER'S PROPOSED MAIN NANCE PLAN WITH RESPECT TO THE SWMS, ((v THE CITY HAS BEEN PROVIDED WITH � WRITTEN STATEMENT FROM THE ASSOCIATION AC K OWLEDGING RECEIPT OF THE DEVELOPERS PROPOSED MAINTENANCE PLAN WITH RESPECT TO THE SWMS AND THAT THE ASSOCIATION IS RESPONSIBLE FOR THE MAINTENANCE OF THE SWMS. 40. THE DECLARATION OF COVENANTS, CONDITIONS AND RESTRICTIONS FOR TIME SUBDIVISION (THE "DECLARATINY, SHALL CONTAIN A PROVISION ALLOWING THE CITY OF OCOEE THE OPPORTUNITY TO COLLECT, AND ENFORCE ASSESSMENTS FOR MAINTENANCE OF THE COMMON AREAS SHOULD THE ASSOCIATION FAIL TO DO SO OR SHOULD THE ASSOCIATION FAIL TO COLLECT ASSESSMENTS AT A LEVEL ALLOWING FOR ADEQUATE MAINTENANCE OF THE COMMON AREAS. 41. THE DECLARATION SHALL PROVIDE THAT THE ASSOCIATION SHALL AT ALL TIMES BE IN GOOD STANDING WITH THE FLORIDA SECRETARY OF STATE. 42. THE DECLARATION SHALL CONTAIN A 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 STORMWATER SYSTEM ACCOMPANIED BY AN ENGINEER'S CERTIFICATION THAT THE STORMWATER SYSTEM 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, THE 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. 43. THE DECLARATION SHALL CONTAIN A PROVISION THAT ANY AMENDMENT TO ANY PROVISION AFFECTING THE CITY OF OCOEE REQUIRES THE CONSENT OF THE CITY OF OCOEE IN AN INSTRUMENT RECORDED WITH THE AMENDMENT. 44. THE DECLARATION SHALL CONTAIN A PROVISION PROVIDING THAT THE STORMWATER SYSTEM WILL BE TRANSFERRED TO A RESPONSIBLE OPERATION AND MAINTENANCE ENTITY ACCEPTABLE TO THE CITY OF OCOEE IN THE EVENT OF DISSOLUTION OF THE ASSOCIATION AND THAT IF DISSOLUTION OCCURS WITHOUT SUCH APPROVAL THEN THE CITY OF OCOEE MAY CONTINUE TO LEVY AND COLLECT ASSESSMENTS AND IMPOSE LIENS WITH RESPECT THERETO NOTWITHSTANDING THE DISSOLUTION OF THE ASSOCIATION. 45. THE DECLARATION SHALL SPECIFICALLY PROVIDE THAT NO PROPERTY OWNED BY THE CITY OF OCOEE OR ANY OTHER GOVERNMENTAL ENTITY WITH THE SUBDIVISION SHALL BE SUBJECT TO ASSESSMENTS LEVIED BY THE ASSOCIATION. 46. CROSS ACCESS EASEMENTS TO BE PROVIDED FOR ALL COMMERCIAL/PROFESSIONAL OFFICE LOTS AND DRIVE LANES WILL BE 24 FT WIDE WITH 6" RAISED CURB AT PAVEMENT EDGES. 47. AT ALL TIMES PRIOR TO THE DEVELOPMENT OF THE COMMERCIAL/PROFESSIONAL OFFICE PORTION OF THE SUBDIVISION, THE DEVELOPER SHALL MAINTAIN A SIGN ON THE COMMERCIAL/ PROFESSIONAL OFFICE TRACT AS NOTICE TO SINGLE-FAMILY PURCHASERS THAT A PORTION OF THE SUBDIVISION WILL BE DEVELOPED FOR COMMERCIAL/PROFESSIONAL OFFICE USES. THE SIGN WILL BE A MINIMUM OF 32 SQ. FT. AND BE PLACED FACING MAGUIRE ROAD IN A LOCATION APPROVED BY THE CITY OF OCOEE. 48, THE LEFT TURN LANE SOUTH BOUND ON MAGUIRE ROAD AND THE RESTRIPING OF THE NORTH BOUND TWO LANES ON MAGUIRE ROAD WILL BE CONSTRUCTED BY THE DEVELOPER WITH PHASE 1 AND THE CONSTRUCTION OF BOULEVARD "A". THE RIGHT TURN LANES ON EAST BOUND MOORE ROAD WILL BE CONSTRUCTED BY THE DEVELOPER WITH THE FIRST BUILDING PERMIT WITHIN THE COMMERCIAL/PROFESSIONAL OFFICE TRACTS, PROVIDED THE POWER POLES HAVE BEEN RELOCATED TO ALLOW CONSTRUCTION OF THE TURN LANE. IN THE EVENT THE POWER POLES HAVE NOT BEEN RELOCATED AT THAT TIME, THEN THE RIGHT TURN LANE SHALL BE CONSTRUCTED AS SOON AS REASONABLY PRACTICAL FOLLOWING THE RELOCATION OF THE POWER POLES TO ALLOW CONSTRUCTION OF THE TURN LANE ON MOORE ROAD. ANDEALLRINSPECTIONS, CffRTIF CATIONS'AND APPROVALS OF AU CONTI'NUOUSTTURN CONSTRUCTION MANAGEMENT TRACT M, AS SAME IS DEPICTED ON THE APPROVED PRELIMINARY SUBDIVISION PLAN FOR THE LAND, BETWEEN THE PLANNED RIGHT TURNS INTO THE COMMERCIAL/OFFICE TRACTS FROM MAGUIRE ROAD AND PLANNED RIGHT TURNS FROM Tff COMMERCIAL/OFFICE TRACTS ON TO MOORE ROAD SHALL BE PERFORMED BY THE CITY AT THE CITY S SOLE COST AND EXPENSE. CONSTRUCTION AND COMPLETION OF SAID CONTINUOUS TURN LANE IF EVER REQUIRED SHALL NOT BE A COND111ON OF DEVELOPER BEING ABLE TO OBTAIN BUILDING PERMITS AND CERTIFICATES OF COMPLETON FOR THE COMMERCIAL/OFFICE DEVELOPMENT OR RESIDENTIAL DEVELOPMENT. THIS CONDITION OF APPROVAL RELATES TO ADDITIONAL CONSTRUCTION WORK REQUESTED BY THE CITY THAT IS NOT CONTEMPLATED BY ANDTDEPICTED ON THE BFINIALISUBD VISION PLAN THAT DEVELOPERMISRREQUIRED TO CONSTRUCT. 49. THE DEVELOPER SHALL PREPAY $100,000 OF ROAD IMPACT FEES APPLICABLE TO THE DEVELOPMENT PROPERTY UPON RECORDING OF THE FIRST PLAT. WITH THE FIRST PLAT OF THE PROPERTY THE DEVELOPER SHALL DEDICATE OR CONVEY TO THE CITY ADDITIONAL LAND ALONG ITS BOUNDARY WITH (1) MAGUIRE ROAD NOT TO EXCEED TWELVE FEET cAl2') JN„ WIDTH TO ACCOMMODATE FUTURE klGHT TURN LANES INTO BOULEVARD A AND, WITH INTERRUPTION, THEN INTO COMMERCIAL/PROFESSIONAL OFFICE DESIGNATED PORTION THEN CONTINUING THROUGH WITHOUT INTERRUPTION TO MOORE ROAD: AND (2)MOORE ROAD, NOT TO EXCEED TWELVE FEET (12') IN WIDTH TO ACCOMMODATE RIGHT TURN LANES INTO THE FIRST TWO ACCESS POINTS SHOWN ON THE PSP WITHIN THE COMMERCIAL/PROFESSIONAL OFFICE DESIGNATED PORTION OF THE DEVELOPMENT PROPERTY. THE RIGHT TURN LANES OFF MAGUIRE ROAD ARE TO BE CONSTRUCTED IN THE FUTURE BY THE CITY OR OTHERS, NOT TO INCLUDE THE DEVELOPER, AND THE RIGHT TURN LANE ALONG MOORE ROAD IS TO BE CONSTRUCTED BY THE DEVELOPER CONSISTENT WITH. PLANS APPROVED FOR THIS PROJECT. NOTHING HEREIN SHALL BE CONSTRUED AS IMPOSING AN OBLIGATION UPON THE CITY TO CONSTRUCT, OR TO REQUIRE ANOTHER TO CONSTRUCT, THE NORTH BOUND RIGHT TURN LANES ALONG MAGUIRE ROAD. 50. THE AFOREMENTIONED $100,000 PAYMENT IS TO BE USED BY THE CITY, ALONG WITH SHARING CONTRIBUTIONS OF OTHER INTERSECTION BORDERING PARTICIPANTS, FOR IMPROVING THE INTERSECTION SIGNALIZATION AND MASTING SIMILAR TO WHAT WAS CONSTRUCTED AT OTHER INTERSECTIONS TO THE NORTH ON MAGUIRE ROAD. &2. 51. DEVELOPMENT OF OF THIS PROJECT SHALL, NOTWITHSTANDING ANY OTHER PROVISION HEREIN TO THE CONTRARY, BE LIMITED AS FOLLOWS: (a) A MAXIMUM OF 7 LOTS WILL BE PERMITTED. /bANY DRUG STORE WHICH IS LOCATED WITHIN THE PROPERTY SHALL ERATE ONLY BETWEEN THE HOURS OF 7:00 AM AND 11:00 PM AND OPERATIONS AT ANY OTHER TIME SHALL BE PROHIBITED. 52. TILE ROOFS SHALL BE REQUIRED ON ALL RESIDENTIAL AND NON-RESIDENTIAL STRUCTURES WITHIN THE PROPERTY. 53. DEVELOPER SHALL DEDICATE TO THE CITY FOR THE PERPETUAL USE OF THE PUBLIC THE NORTHERNMOST 5' OF THE THAT PORTION OF THE LAND DESIGNATED AS A RESIDENTIAL DEVELOPMENT ABUTTING MOORE ROAD, BEING LABELED AS TRACT P ON THE FINAL SUBDIVISION PLAN AT THE TIME SAID LAND IS PLATTED. SAID 5' SHALL BE USED FOR RELOCATING UTILITIES INCLUDING BUT NOT LIMITED TO THE POLES SUPPORTING TRANSMISSION POWER LINES PRESENTLY EXISTING ALONG THE SOUTH SIDE OF MOORE ROAD NORTH OF THE LAND AND ADDING TO SAID POLES ONCE RELOCATED DISTRIBUTION POWER LINES CURRENTLY HUNG ON WOODEN POWER POLES IN THE SAME GENERAL AREA. THEREAFTER THE WOODEN POWER POLES SHALL BE REMOVED. DEVELOPER SHALL HAVE NO bBLIGATION TO RELOCATE SAID UTILITIES, INCLUDING BUT NOT LIMITED TO POWER POLES AND/OR POWER LINES, AND SHALL NEVER BE RESPONSIBLE FOR THE COST OF RELOCATING AND/OR REMOVING THE SAME. SAID UTILITIES INCLUDING BUT NOT LIMITED TO POWER POLES AND LINES, SHALL BE RELOCATED, IF AT ALL, AT THE SOLE COST AND EXPENSE OF THE CITY OR OTHERS BESIDES DEVELOPER, ITS SUCCESSORS AND/OR ASSIGNS. 54. THE DECLARATION FOR COMMERCIAL PROPERTY OWNERS ASSOCIATION SHALL INCLUDE A PROVISION REQUIRING THAT ANY DEVELOPMENT OF THE PROPERTY SHALL COMPLY WITH AS PART OF (THE FINAL SUBDIVIISIONGPLANS.AND LANDSCAPE PACKAGE PLANS 55. ALL SIDEWALK AND LANDSCAPING IMPROVEMENTS TO BE CONSTRUCTED WITHIN AN INDIVIDUAL LOT SHALL BE CONSTRUCTED CONTEMPORANEOUSLY WITH THE CONSTRUCTION OF VERTICAL IMPROVEMENTS ON SUCH LOT. 56. ALL IMPROVEMENTS WITHIN LOT 1 UP TO, BUT NOT INCLUDING THE BUILDING PAD AND DRIVE-THRU WILL BE CONSTRUCTED IN CONJUNCTION WITH THE MEADOW RIDGE COMMERCIAL INFRASTRUCTURE. THIS SHALL INCLUDE VERTICAL AND HORIZONTAL CONSTRUCTION. A 57. THE PROPERTY OWNERS ASSOCIATION SHALL BE RESPONSIBLE FOR THE MAINTENANCE OF ANY SIDEWALKS AND LANDSCAPING LOCATED WITHIN EACH INDIVIDUAL LOT. APPROPRIATE EASEMENTS IN FAVOR OF THE PROPERTY OWNERS ASSOCIATION, AS REQUIRED BY THE CITY, SHALL BE PROVIDED AT THE TIME OF PLATTING. ® J J 0 0 V V z 0 z W o a 0 a � U U CL a 0 U o c� w a Q Ncz z � a� 00 Z U w49- (.) z .� >00 c m y cc o��� j�t�'o 0%0 X, 2z PC �®� o aZ 3 a z oc 0 s IL cc .: ., i.� 16 C ®L.E D: DATE: IFEBRUARY, 2007 SCALE: NTS JOB #: 18504 SHEET #: I, 12 GENERAL CONSTRUCTION NOTES 1. PRIOR TO COMMENCEMENT, CONTRACTOR SHALL PROVIDE EVANS ENGINEERING, INC. WITH CONSTRUCTION SCHEDULE FOR VARIOUS SITE WORK ELEMENTS SO THAT PERIODIC SITE VISITS MAY BE COORDINATED TO INSURE TIMELY CERTIFICATION OF CONSTRUCTION TO AGENCIES AND TO AVOID DELAYS IN ISSUANCE OF CERTIFICATES OF OCCUPANCY. 2. CONTRACTOR SHALL MAINTAIN A SET OF STAMPED APPROVED PLANS ACCURATELY MARKED -UP WITH AS -BUILT INFORMATION ON RIM AND INVERT ELEVATIONS. AS -BUILT INFORMATION PREPARED BY A REGISTERED LAND SURVEYOR IN ACCORDANCE WITH CITY OF CCOEE LAND DEVELOPMENT REQUIREMENTS SHALL BE SUBMITTED TO THE ENGINEER PRIOR TO FINAL ACCEPTANCE OF THE WORK. (SEE GENERAL CONSTRUCTION NOTE 20 FOR FURTHER AS -BUILT REQUIREMENTS) 3. REGULATORY SIGNS SHALL BE IN PLACE PRIOR TO FINAL INSPECTION OF PAVING AND DRAINAGE IMPROVEMENTS. 4. CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING ALL EXISTING SURVEY MONUMENTATION. DISTURBED MONUMENTATION SHALL BE RESTORED BY A FLORIDA-LICENSED LAND SURVEYOR SELECTED BY THE OWNER AT CONTRACTOR'S EXPENSE. 5. CONTRACTOR IS RESPONSIBLE FOR GRADING ALL ROADWAYS TO DRAIN POSITIVELY. INTERSECTIONS SHALL BE TRANSIT10NED TO PROVIDE SMOOTH DRIVING SURFACE WHILE MAINTAINING POSITIVE DRAINAGE. SHOULD AREAS OF POOR DRAINAGE RESULT FROM THE ADJUSTMENTS DESCRIBED, THE CONTRACTOR SHALL NOTIFY THE SITE SUPERINTENDENT PRIOR TO PLACING BASE SO THAT RECOMMENDATIONS FOR CORRECTION MAY BE MADE. 6. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER OF ANY DISCREPANCIES FOUND BETWEEN THESE PLANS AND THE ,FIELD CONDITIONS PRIOR TO CONSTRUCTION. Q7. CHAPTER 556, FLORIDA STATUTES, REQUIRES EXCAVATORS TO NOTIFY SUNSHINE STATE ONE CALL OF FLORIDA (SSOCOF) BEFORE BEGINNING ANY EXCAVATION LISTED IN F.S. 556.108 APPLIES. AN EXCAVATOR MUST NOTIFY SSOCOF TWO FULL BUSINESS DAYS BEFORE EXCAVATING. EXCAVATORS MAY CALL 1-800-4332-4770 DURING BUSINESS HOURS OR USE THE INTERNET TO PROVIDE NOTIFICATION INFORMATION. 8. CONTRACTOR SHALL COMPLY WITH OSHA TRENCH SAFETY STANDARDS 29 C.F.R., 0 S.926.650, SUBPART P, AND ALL SUBSEQUENT REVISIONS OR UPDATES ADOPTED BY THE DEPARTMENT OF LABOR AND EMPLOYMENT SECURITY AND WITH SECTION 553.62, FLORIDA . STATUTES. 9. ALL MEDIANS AND ISLANDS TO BE FILLED WITH CLEAN SOIL. 10. ALL PAVEMENT RETURN RADII SHALL BE MEASURED FROM THE EDGE OF PAVEMENT UNLESS OTHERWISE NOTED. 11. ALL DISTURBED AREAS SHALL BE RETURNED TO PRECONSTRUCTION CONDITIONS, OR BETTER. 12. ALL PAVEMENT MARKERS, STRIPING, SIGNAGE, AND OTHER TRAFFIC CONTROL DEVICES TO BE INSTALLED BY CONTRACTOR PER F.D.O.T AND THE CITY OF OCOEE STANDARDS. 13. THE FOLLOWING AGENCIES AND COMPANIES SHALL BE NOTIFIED 48 HOURS PRIOR TO BEGINNING CONSTRUCTION: A. CITY OF OCOEE ENGINEERING DEPARTMENT 407-905- 3100 B. ORANGE COUNTY U11LIlIES DEPARTMENT 407-254-9798 C. EMBARK 407-814-5344 S N 4 7- - D. BRIGNIHOU E NETWORKS E 0 219 2500 E. LAKE APOPKA NATURAL GAS 407-656-2734 F. PROGRESS ENERGY 407-905-3303 14. CONTRACTOR TO BE EXTREMELY CAUTIOUS WHEN WORKING NEAR TREES WHICH ARE TO BE SAVED. IF THERE IS A QUESTION AS TO WHETHER A PARTICULAR AREA SHOULD BE CLEARED, THE CONTRACTOR SHALL CONTACT THE OWNER FOR FURTHER INSTRUCTIONS. 15. TOPOGRAPHIC DATA WAS OBTAINED FROM THE MEADOW RIDGE PUD DESIGNED BY DONALD W. MCINTOSH ASSOCIATES, INC. 16. THIS PROPERTY LIES IN FLOOD ZONE 'X' PER THE F.E.M.A. FLOOD INSURANCE RATE MAP COMMUNITY -PANEL NUMBER 12095CO220 E, DATED DECEMBER 6, 2000. 17. ALL MARKINGS TO COMPLY WITH F.D.O.T. ROADWAY AND TRAFFIC DESIGN STANDARDS, MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES. 18. ALL TRAFFIC CONTROL SIGNS AND STRIPES SHALL CONFORM TO THE M.U.T.C.D. AND CITY OF OCOEE TRAFFIC STANDARDS. EACH NEW INTERSECTION SHALL HAVE A 30" HIGH -INTENSITY STOP SIGN AND A 24" THERMO-PLASTIC STOP BAR, 19. SIDEWALKS SHALL BE BUILT TO BE FLORIDA ACCESSIBILITY CODE COMPLIANT, INCLUDING HANDICAPPED RAMPS. 20. AS -BUILT INFORMATION AS -BUILT DRAWINGS WILL BE REQUIRED TO INCLUDE AT A MINIMUM THE INFORMATION LISTED BELOW. ADDITIONAL AS -BUILT INFORMATION SHALL BE PROVIDED AS REQUIRED BY THE CITY OF OCOEE REQUIRMENTS. A) STORM DRAINAGE 1. TOP ELEVATION OF EACH MANHOLE FRAME AND COVER/GRATE AS WELL AS ALL OTHER STRUCTURES (HEADWALLS, CONTROL STRUCTURES, ETC.). 2. INVERT ELEVATION OF EACH LINE ENTERING AND LEAVING EACH STRUCTURE, INCLUDING UNDERDRAIN PIPES (IF PROVIDED). 3. INVERTS OF ALL MITERED END SECTIONS. 4. ACTUAL GRADE OF PIPE BETWEEN THE STRUCTURES. 5. INVERT ELEVATION AND TWO HORIZONTAL TIES FROM PERMANENT VISIBLE OBJECTS TO ALL STORM STUB -OUTS. B) WASTEWATER SYSTEM 1. INVERT ELEVATION OF EACH LINE ENTERING AND LEAVING EACH STRUCTURE, 2. ACTUAL GRADE OF PIPE BETWEEN THE STRUCTURES. 3. LIFT STATION INVERTS AND ELEVATIONS (IF APPLICABLE), 4. ACTUAL LOCATION AND SIZE OF LINE(S) CONSTRUCTED. C) POTABLE WATER SYSTEM 1. SAMPLE POINT LOCATION(S), 2. ACTUAL LOCATION AND SIZE OF LINE(S) CONSTRUCTED, 3. ACTUAL LOCATION OF BACKFLOW PREVENTORS, METER AND VALVES. PAYING A DRAINAGE NOTES 1. ELEVATIONS AT CURB ARE EDGE OF PAVEMENT GRADES. TOP OF CURB TO BE 6 ABOVE EDGE OF PAVEMENT. 2. COORDINATION WITH LANDSCAPE CONTRACTOR TO ASSURE PONDS ARE SODDED TO PREVENT SCOURING. 3. F.D.O.T. INDEX NO. 102 AND 103 SHALL BE USED FOR EROSION AND SEDIMENTCONTROL. BEST MANAGEMENT PRACTICES AS REQUIRED BY THE CITY OF OCOEE SHALL BE OBSERVED. 4. SITE GRADING, PAVING, AND DRAINAGE MATERIALS AND CONSTRUCTION SHALL CONFORM TO THE CITY OF OCOEE AND F.D.O.T. DEVELOPMENT STANDARDS AND SPECIFICATIONS. 5. IT WILL BE THE RESPONSIBILITY OF THE CONTRACTOR(S) TO INSURE THAT ALL REQUIRED PERMITS ARE OBTAINED AND ARE IN HAND PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 6. SOILS INFORMATION WAS PROVIDED FOR THE MASTER PLAN BY DEVO ENGINEERING. 7. ALL CONCRETE PIPE JOINTS SHALL BE WRAPPED WITH FILTER FABRIC PER FDOT INDEX #280. 8. THE CROSS SLOPE AT THE HANDICAP PARKING AREA CANNOT EXCEED 2%. 9. CONTRACTOR SHALL PLACE FILL MATERIAL AS REQUIRED IN MAXIMUM OF 12" LIFTS AND COMPACT EACH LIFT TO A MINIMUM DENSITY OF 95% OF THE MOD. PROCTOR DENSITY. THE CONTRACTOR SHALL CONSULT WITH THE GEOTECHNICAL ENGINEER FOR THE SPECIFICA11ON OF THE FILL MATERIAL. SUBGRADES SHOULD BE PROOF -ROLLED UNDER THE OBSERVATION OF A GEOTECHNICAL ENGINEER FOR INDICATION OF ZONES OF UNSUITABLE SOILS, WHICH MUST BE UNDERCUT AND REPLACED WITH APPROPRIATE FILL MATERIAL. 10. ALL REINFORCED CONCRETE STORM SEWER PIPES SHALL BE CLASS Ill (ASTM C-76) UNLESS OTHERWISE NOTED ON THE PLANS. ALL DRAINAGE STRUCTURES SHALL BE IN ACCORDANCE WITH FDOT ROADWAY AND TRAFFIC DESIGN STANDARDS UNLESS OTHERWISE NOTED ON THE PLANS. 11. ALL HDPE STORM PIPES AND FITTINGS SHALL MEET THE REQUIREMENTS OF AASHTO M-252 AND M-294. HDPE PIPE INSTALLATION, TRENCH BEDDING AND BACKFILL MATERIAL SHALL CONFORM TO ASTM D2321, "STANDARD PRACTICE FOR INSTALLATION OF THERMOPLASTIC PIPE FOR SEWERS AND OTHER GRAVITY -FLOW APPLICATION", LATEST EDITION. EMERGENCY WASTEWATER SPILL AND WATER MAIN BREAK PROCEDURES 1. EXCAVATE CAUTIOUSLY THE CONTRACTOR SHALL EXERCISE EXTREME CAUTION WHEN EXCAVATING IN PROXIMITY OF WASTEWATER R FO CE MAINS AN D ND GRAVITY SEWERS. FORCE MAIN AND SEWER LOCATIONS SHOWN ON PLANS ARE NOT EXACT OR GUARANTEED. CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFYING EXISTING UTILITY LOCATIONS. 2. TELEPHONE NOTIFICATION THE ORANGE COUNTY DISPATCH OPERATOR SHALL BE NOTIFIED IMMEDIATELY IN THE EVENT OF A FORCE MAIN, GRAVITY SEWER OR WATER MAIN BREAK OR DAMAGE AT 07 836-2777. 3. REPAIR IMMEDIATELY ALL DAMAGE TO ORANGE COUNTY'S MAINS SHALL BE REPAIRED IMMEDIATELY BY THE CONTRACTOR AT THE CONTRACTOR'S EXPENSE. IF THE REPAIR IS NOT MADE IN A 11MELY MANNER, AS DETERMINED BY THE ORANGE COUNTY U1ILITIES INSPECTOR, ORANGE COUNTY MAY PERFORM REPAIRS AND THE CONTRACTOR WILL BE CHARGED FOR REPAIRS. 4. ORANGE COUNTY UTILITIES DEPARTMENT GENERAL TELEPHONE NUMBERS ORANGE COUNTY UTILITIES CONSTRUCTION INSPECTION SECTION (407) 254-9798 ORANGE COUNTY UTILITIES WASTEWATER DIVISION (407) 254-9680 ORANGE COUNTY UTILITIES WATER DIVISION (407) 254-9850 ORANGE COUNTY UTILITIES ENGINEERING DIVISION (407) 254-9900 5. ADVANCE NOTIFICATION OF CONSTRUCTION THE ORANGE COUNTY UTILITIES CONSTRUCTION SECTION (407) 254-9798 SHALL BE NOTIFIED AT LEAST SEVEN (7) DAYS PRIOR TO ANY CONSTRUCTION ACTIVITY. 6. AQVA. NCE NOTIFICATION OF PENDING CONNECTION THE ORANGE COUNTY WATER DIVISION (407) 254-985Q AND THE ORANGE COUNTY WASTEWATER DIVISION (407) 254-9680 SHALL BE NOTIFIED AT LEAST (7) DAYS IN ADVANCE TO SCHEDULE MAIN TIE-INS AND VALVE OPERATIONS. 7. OPERATION OF ORANGE OUNTY VALVE WATER, WASTEWATER, AND REUSE VALVES ARE TO BE OPERATED ONLY BY ORANGE COUNTY UTILITIES INSPECTOR (407) 254-9798. ALL VALVES BEING INSTALLED ARE TO REMAIN CLOSED DURING CONSTRUCTION. 8. OPERATION OF ORANGE COUNTY PUMP STA11ONS THE CONTRACTOR SHALL COORDINATE ALL PUMP STATION OPERATION AND SHUT DOWN CONTROL WITH AN ORANGE COUNTY UTILITIES INSPECTOR (407) 254-9798. UTILITY PIPE SCHEDULEQ MARK SERVICE MATERIAL CLASS TEST PRESSURE WM WATER MAIN DIA. = 4"-12" PVC C150 DR18 AWWA C900 150 PSI DIP C350 150 PSI WM WATER MAIN DIA. = 16" & 20" PVC C235 DR18 AWWA C905 150 PSI DIP C250 150 PSI RWM RECLAIMED WATER MAIN = 4"-12" PVC C150 DR18 AWWA C900 150 PSI DIP C350 150 PSI FM WASTEWATER FORCEMAIN DIA. < 12" - PVC C100 DR25 AWWA C900 100 PSI DIP C350 100 PSI FM WASTEWATER FORCEMAM DIA. = 16" & 20" PVC C165 DR25 AWWA C905 100 PSI DIP C250 100 PSI SS SANITARY SEWER DIA. K 15" PVC SDR 35 (ASTM D3034) N/A 1. CONTRACTOR IS TO USE CAUTION WHEN WORKING IN THE VICINITY OF EXISTING UTILITIES. Al' Y DAMAGE TO EXISTING UTILITIES SHALL BE REPAIRED BY THE CONTRACTOR AS SOON A POSSIBLE. 2. WATER MAIN SEPARATION (VERTICAL AND HORIZONTAL) FROM SANITARY SEWER, STORM, AD RECLAIMED WATER MUST BE IN COMPLIANCE WITH FDEP GUIDELINES WITH NO STANDARD MITIGATION ALLOWED, THE WATER MAIN SEPARATION FROM SANITARY SEWER, S�,ORM, AND RECLAIMED WATER MUST ALSO BE IN COMPLIANCE WITH ORANGE COUNTY UTILITIES SPECIFICATIONS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ENSURING THAT AllL MINIMUM SEPARATION REQUIREMENTS ARE MAINTAINED. 3. AtlL WATER LINES TO MEET ORANGE COUNTY UTILITIES SPECIFICATIONS. ALL SEWER LINES TC;1 MEET ORANGE COUNTY UTILITIES SPECIFICATIONS. I 4. MINIMUM SLOPE ON ALL SANITARY SEWER GRAVITY MAINS TO BE 0.307o. MINIMUM SLOPE 0 ALL SANITARY SEWER LATERALS TO BE 1.0%. 5. RSTORE ALL DISTURBED RIGHT-OF-WAY AREAS TO PREVIOUS CONDITION. 6. ALL WORK ON UTILITIES SHALL BE OPEN TO AND SUBJECT TO INSPECTION BY AUTHORIZED PtRSONNEL OF THE UTILITY COMPANIES, OWNER, AND PROJECT ENGINEER. 7. HYDROSTATIC TESTING SHALL BE PERFORMED IN ACCORDANCE WITH AWWA C600 OR M23 AS APPLICABLE. 8. DISINFECTION OF THE WATER DISTRIBUTION SYSTEM SHALL BE PERFORMED IN ACCORDANCE WITH AWWA C651. THE BACTERIOLOGICAL TESTING SHALL BE DONE IN ACCORDANCE WITH AND APPROVED BY ORANGE COUNTY UTIU11ES AND F.D.E.P. AFTER F.D.E.P. APPROVAL THEN ORANGE COUNTY UTILITIES MUST BE COPIED ON THE APPROVAL PAPERS FROM F.D.E.P. 9. ALL P.V.C. WATER PIPES MUST BEAR THE NSF LOGO FOR POTABLE WATER US E. P.V.C. WATER PIPES WITH DIAMETERS LESS THAN FOUR INCHES SHALL BE SCHEDULE 40 PVC IN ACCORDANCE WITH ASTM 1785. 10. CONTRACTOR SHALL MAINTAIN MINIMUM 3'. COVER OVER WATER AND SANITARY SEWER 11. Ali L DUCTILE IRON PIPES MUST BE IN ACCORDANCE WITH AWWA C151. 12. AT SANITARY/STORM SEWER CROSSINGS, PROVIDE A (MIN.) VERTICAL SEPARATION © DISTANCE OF 18" BETWEEN BOTTOM OF THE UPPER PIPE AND THE CROWN OF THE LOWER PIPE. IF SEPARATION IS LESS THAN 18", UPGRADE THE SANITARY GRAVITY PIPE TO SDR 26 PVC. 13. CONTRACTOR MUST CONTACT U1LITIES DEPARTMENT AT (407) 254-9900 FOR PRE -CONSTRUCTION MEETING AND SCHEDULE ORANGE COUNTY UTILITIES INSPECTION PRIOR TO ANY CONSTRUCTION. 14. GENERAL CONTRACTOR TO PROVIDE AND INSTALL P.V.C. CONDUIT FOR TELEPHONE INSTALLATION. COORDINATE EXACT LOCATION OF SERVICE CONNECTION WITH TELEPHONE COMPANY. 15. UNDERGROUND ELECTRIC LINE AND METER TO BE INSTALLED BY THE ELECTRIC COMPANY. COORDINATE EXACT LOCATION OF SERVICE CONNECTION WITH THE ELECTRIC COMPANY AND SCHEDULE THE INSTALLA11ON OF THE LINE AND METER. 16. UNDERGROUND CABLE TV LINE TO BE INSTALLED BY THE CABLE COMPANY. COORDINATE EXACT LOCATION OF SERVICE CONNECTION WITH CABLE COMPANY AND SCHEDULE INSTALLATION OF THE LINE. 17. THE WATER MAIN STARTING AT THE ORANGE COUNTY UTILITES POINT OF CONNECTION HAS BEEN DESIGNED TO NFPA. INSTALLATION AND TESTING MUST BE IN ACCORDANCE WITH NFPA. 18. ALL EXISTING UTILITIES HAVE BEEN FIELD VERIFIED AT ALL POINTS OF CONNECTION AND At ALL AREAS OF CONFLICT. 19. SIGNS, PLACED IN ACCORDANCE WITH FDEP REGULATIONS, SHALL BE PLACED AT IRRIGATED AREAS WITH THE WORDS, "IRRIGATION BY REUSE WATER. DO NOT DRINK". 20. ALL EXISTING UTILITIES HAVE BEEN FIELD VERIFIED AT ALL POINTS OF CONNECTION AND AREAS OF CONFLICT. 1. ALL PIPE, PIPE FITTINGS, PIPE JOINT PACKING AND JOINTING MATERIALS, VALVES, FIRE HYDRANTS, AND METERS INSTALLED UNDER THIS PROJECT WILL CONFORM TO APPLICABLE AMERICAN WATER WORKS ASSOCIATION (AWWA) STANDARDS. (FAC 62-555.320)(21)(B), RSWW 8.0, AND AWWA STANDARDS AS INCORPORATED INTO FAC 62-555.330; EXCEPTIONS ALLOWED UNDER FAC 62-555.320(21)(C)) 2. ALL PUBLIC WATER SYSTEM COMPONENTS, EXCLUDING FIRE HYDRANTS, THAT WILL BE INSTALLED UNDER THIS PROJECT AND THAT WILL COME INTO CONTACT WITH DRINKING WATER WILL CONFORM TO NSF INTERNATIONAL STANDARD 61 AS ADOPTED IN RULE 62-555.320.(3)(B), F.A.C., OR OTHER APPLICABLE STANDARD, REGULATIONS, OR REQUIREMENTS REFERENCED IN PARAGRAPH 62-555.320(3)(B), F.A.C., (FAC 62-555.320(3)(B); EXCEPTIONS ALLOWED UNDER FAC 62-555.320(3)(D)) 3. ALL PIPE AND PIPE FITTINGS INSTALLED UNDER THIS PROJECT WILL CONTAIN NO MORE THAN 8.0% LEAD, AND ANY SOLDER A FLUX USED IN THIS PROJECT WILL CONTAIN NO MORE THAT 2.0% LEAD. (FAC 62-555.322) 4. ALL PIPE AND PIPE FITTINGS INSTALLED UNDER THIS PROJECT WILL BE CODED OR MARKED IN ACCORDANCE WITH SUBPARAGRAPHS 62-555.320 (21)(B)3, F.A.C., USING BLUE AS A PREDOMINANT COLOR. (UNDERGROUND PLASTIC PIPE WILL BE SOLID -WALL BLUE PIPE, WILL HAVE A CO -EXTRUDED BLUE EXTERNAL SKIN, OR WILL BE WHITE OR BLACK PIPE WITH BLUE STRIPES INCORPORATED INTO, OR APPLIED TO, THE PIPE WALL; AND UNDERGROUND METAL OR CONCRETE PIPE WILL HAVE BLUE STRIPES APPLIED TO THE PIPE WALL. PIPE STRIPED DURING MANUFACTURING OF THE PIPE WILL HAVE CONTINUOUS STRIPES THAT RUN PARALLEL TO THE AXIS OF THE PIPE, THAT ARE LOCATED AT NO GREATER THAN 90-DEGREE INTERVALS AROUND THE PIPE, AND THAT WILL REMAIN INTACT DURING AND AFTER INSTALLATION OF THE PIPE. IF TAPE OR PAINT 1S USED TO STRIP PIPE DURING INSTALLATION OF THE PIPE, THE TAPE OR PAINT WILL BE APPLIED IN A CONTINUOUS LINE THAT RUNS PARALLEL TO THE AXIS OF THE PIPE AND THAT IS LOCATED ALONG THE TOP OF THE PIPE; FOR PIPE WITH AN INTERNAL DIAMETER OF 24 INCHES OR GREATER, TAPE OR PAINT WILL BE APPLIED IN CONTINUOUS LINES ALONG EACH SIDE OF THE PIPE AS WELL AS ALONG THE TOP OF THE PIPE. ABOVEGROUNG PIPE WILL BE PAINTED BLUE OR WILL BE COLORED CODED OR MARKED LIKE UNDERGROUND PIPE.) (FAC 62-555.320 (21)(B)3) 5. NEW OR ALTERED WATER MAINS INCLUDED IN THIS PROJECT WILL BE INSTALLED IN ACCORDANCE WITH APPLICABLE AWWA STANDARDS OR IN ACCORDANCE WITH MANUFACTURES' RECOMMENDED PROCEDURES. (FAC 62-555.320(20)(B), RSWW 8.5.1, AND AWWA STANDARDS AS INCORPORATED INTO FAC 62-555.330) 6. A CONTINUOUS AND UNIFORM BEDDING WILL BE PROVIDED IN TRENCHES FOR UNDERGROUND PIPE INSTALLED UNDER THIS PROJECT; BACKFILL MATERIAL WILL BE TAMPED IN LAYERS AROUND UNDERGROUND PIPE INSTALLED UNDER THIS PROJECT AND TO A SUFFICIENT HEIGHT ABOVE THE PIPE TO ADEQUATELY SUPPORT AND PROTECT THE PIPE; AND UNSUITABLY SIZED STONES (AS DESCRIBED IN APPLICABLE AWWA STANDARDS OR MANUFACTURES' RECOMMENDED INSULATION PROCEDURES) FOUND IN TRENCHES WILL BE REMOVED FOR A DEPTH OF AT LEAST SIX INCHES BELOW THE BOTTOM OF UNDERGROUND PIPE INSTALLED UNDER THIS PROJECT. (FAC 62-555.320(21)(B), RSWW 8.5.2) 7. ALL WATER MAIN TEES, BENDS, PLUGS, AND HYDRANTS INSTALLED UNDER THIS PROJECT WILL BE PROVIDED WITH THRUST BLOCKS OR RESTRAINED JOINTS TO PREVENT MOVEMENT. (FAC 62-555.320 (21)(B) AND RSWW 8.5.4) 8. NEW OR ALTERED WATER MAINS, THAT ARE INCLUDE IN THIS PROJECT AND THAT WILL BE CONSTRUCTED OF ASBESTOS -CEMENT OR POLYVINYL CHLORIDE PIPE WILL BE PRESSURE AND LEAKAGE TESTED IN ACCORDANCE WITH AWWA STANDARDS C603 OR C605, RESPECTIVELY, AS INCORPORATED INTO RULE 62-555.330, FAC., AND ALL OTHER NEW OR ALTERED WATER MAINS INCLUDED IN THIS PROJECT WILL BE PRESSURE AND LEAKAGE TESTED IN ACCORDANCE WITH AWWA STANDARD C600 AS INCORPORATED INTO RULE 62-555.330. (FAC 62-555.320 (21)(B) 1 AND AWWA STANDARDS AS INCORPORATED INTO FAC 62-555.330) 9. NEW OR ALTERED WATER MAINS, INCLUDING FIRE HYDRANT LEADS AND INCLUDING SERVICE LINES THAT WILL BE UNDER THE CONTROL OF A PUBLIC WATER SYSTEM AND THAT HAVE AN INSIDE DIAMETER OF THREE INCHES OR GREATER, WILL BE DISINFECTED AND BACTERIOLOGICALLY EVALUATED IN ACCORDANCE WITH RULE 62-555.340, FAC (FAC 62-555.320(21)(B) 2 AND FAC 62-555.340) 10. NEW OR RELOCATED, UNDERGROUND WATER MAINS INCLUDED IN THIS PROJECT WILL BE LAID TO PROVIDE A HORIZONTAL DISTANCE OF AT LEAST 3 FEET BETWEEN THE OUTSIDE OF THE WATER MAIN AND THE OUTSIDE OF ANY EXISTING OR PROPOSED VACUUM -TYPE SANITARY SEWER, STORM SEWER, STORMWATER FORCE MAIN, OR PIPELINE COVERING RECLAIMED WATER REGULATED UNDER PART III OF CHAPTER 62-610, F.A.C.; A HORIZONTAL DISTANCE OF AT LEAST 6 FEET BETWEEN THE OUTSIDE OF THE WATER MAIN AND THE OUTSIDE OF ANY EXISTING OR PROPOSED GRAVITY -TYPE SANITARY SEWER (OR A HORIZONTAL DISTANCE OF AT LEAST 3 FEET BETWEEN THE OUTSIDE THE WATER MAIN AND THE OUTSIDE OF ANY EXISTING OR PROPOSED GRAVITY -TYPE SANITARY SEWER IF THE BOTTOM OF THE WATER MAIN WILL BE LAID AT LEAST SIX INCHES ABOVE THE TOP OF THE SEWER); A HORIZONTAL DISTANCE OF AT LEAST SIX FEET BETWEEN THE OUTSIDE OF THE WATER MAIN AND THE OUTSIDE OF ANY EXISTING OR PROPOSED PRESSURE -TYPE SANITARY SEWER, WASTEWATER FORCE MAIN, OR PIPELINE CONVEYING RECLAIMED WATER NOT REGULATED UNDER PART III OF CHAPTER 62-610, F.A.C.; AND A HORIZONTAL DISTANCE OF AT LEAST 10 FEET BETWEEN THE OUTSIDE OF THE WATER MAIN AND ALL PARTS OF ANY EXISTING OR PROPOSED "ON -SITE SEWAGE TREATMENT AND DISPOSAL SYSTEM." (FAC 62-555.314(1); EXCEPTIONS ALLOWED UNDER FAC 62-555.314(5)) 11. NEW OR RELOCATED, UNDERGROUND WATER MAINS THAT ARE INCLUDED IN THIS PROJECT AND THAT WILL CROSS ANY EXISTING OR PROPOSED GRAVITY- OR VACUUM -TYPE SANITARY SEWER WILL BE LAID SO THE OUTSIDE OF THE WATER MAIN IS AT LEAST SIX INCHES ABOVE THE OTHER PIPELINE; AND NEW OR RELOCATED, UNDERGROUND WATER MAINS THAT ARE INCLUDED IN THIS PROJECT AND THAT WILL CROSS ANY EXISTING OR PROPOSED PRESSURE -TYPE SANITARY SEWER, WASTEWATER OR STORMWATER FORCE MAIN, OR PIPELINE CONVEYING RECLAIMED WATER WILL BE LAID SO THE OUTSIDE OF THE WATER MAIN IS AT LEAST 12 INCHES ABOVE OR BELOW THE OTHER PIPELINE. (FAC 62-555.314(2); EXCEPTIONS ALLOWED UNDER FAC 62-555.314(5)) 12. AT THE UTILITY CROSSING DESCRIBED IN PART II.C.W ABOVE, ONE FULL LENGTH OF WATER MAIN PIPE WILL BE CENTERED ABOVE OR BELOW THE OTHER PIPELINE SO THE WATER MAIN JOINTS WILL BE AS FAR AS POSSIBLE FROM THE OTHER PIPELINE OR THE PIPES WILL BE ARRANGES SO THAT ALL WATER MAIN JOINTS ARE AT LEAST THREE FEET FROM ALL JOINTS IN VACUUM -TYPE SANITARY SEWERS, STORMSEWERS, STORMWATER FORCE MAINS, OR PIPELINES CONVEYING RECLAIMED WATER UNDER PART III OF CHAPTER 62-610, F.A.C., AND AT LEAST SIX FEET FROM ALL JOINTS IN GRAVITY- OR PRESSURE -TYPE SANITARY SEWERS, WASTEWATER FORCE MAINS, OR PIPELINES CONVEYING RECLAIMED WATER NOT REGULATED UNDER PART III OF CHAPTER 62-610, F.A.C. (FAC 62-555.314(2); EXCEPTIONS ALLOWED UNDER FAC 62-555.314(5)) 1. TESTING IS REQUIRED AFTER THE FINAL BACKFILL HAS BEEN IN PACE AT LEAST 30 DAYS TO PERMIT STABILIZATION OF THE SOIL -PIPE SYSTEM. TESTING REQUIREMENTS SPECIFY: 1) NO PIPE SHALL EXCEED A DEFLECTION OF 5%; 2) USING A RIGID BALL OR MANDREL FOR THE DEFLECTION TEST WITH A DIAMETER NO LESS THAN 95% OF THE BASE INSIDE DIAMETER OR AVERAGE INSIDE DIAMETER OF THE PIPE, DEPENDING ON WHICH IS SPECIFIED IN THE ASTM SPECIFICATIONS, INCLUDING THE APPENDIX, TO WHICH THE PIPE MANUFACTURED; AND 3) PERFORMING THE TEST WITHOUT MECHANICAL PULLING DEVICES. [RSWF 33,85) 2. LEAKAGE TESTS ARE SPECIFIED REQUIRING THAT: 1) NO VISIBLE LEAKAGE ALLOWED; 2) EXFILTRATION OR INFILTRATION TESTS BE PERFORMED WITH A MINIMUM POSITIVE HEAD OF 2 FEET, AND 3) AIR TESTS, AS A MINIMUM, CONFORM TO THE TEST PROCEDURE IN ASTM C-828 FOR CLAY PIPE, ASTM C 924 FOR CONCRETE PIPE, ASTM F-1417 FOR PLASTIC PIPE, AND FOR OTHER MATERIALS APPROPRIATE TEST PROCEDURES. [RSWF 33.93, 33.94, AND 33.951 3. A BENCH SHALL BE PROVIDED ON EACH SIDE OF ANY MANHOLE. CHANNEL WHEN THE PIPE DIAMETER(S) ARE LESS THAN THE MANHOLE DIAMETER AND THAT NO LATERAL SEWER, SERVICE CONNECTION, OR DROP MAHOLE PIPE DISCHARGES ONTO THE SURFACE OF THE BENCH. 4. MANHOLES SHALL BE INSPECTED FOR ANY LEAKAGE OR DAMAGE PRIOR TO PLACING INTO SERVICE. J J J w z w z o w p U U }0}. U F- ® = w C3 (i n. w w m 6- d M cn N N w 0 o a� z z 0 a W 5 5 5 a d q W a a a 44 a N a Qw..� �g � d z w r � • W cn z z o m mm p o to UiZ p z z a: z cc �04mc wz C N o InaI�C JiF > ®U 0 w z 4 J i= 0 s v u: • .: z cc UA us v' DRAWN: LLH C ®CLKEED: DATE: FEBRUARV 2007 SCALE: NT3 JOB #: 1i4®4 SHEET #: 12 i O O I J; U10n-J o 6 °-OZ� y-oo� W N N V Q N -a N & I R=23.00' A=90'1733" -Ica=IN447092E 0 9 cc w l cc gI I 5' LANDSC PE BUFFER �0' B>I ILD!+�G _ ,I SETb Bill ! ADDI 10 �AL ROW D BE D DICATED INU u SPECON IV, LLC 32-22-28- 7137- 00-010 ZONING: PUD-COMM COMMERICAL & MAGUIRE GROVES, LLC & 32-22-28-5469-01-000 ZONING: PUD-HD HIGH DENSITY RESIDENTIAL k' KEY ISLE APARTMENTS 32-22-tR8-0000-00-026 ZONING: PUD-LD _ LOW D�;NSITY RESIDENTIAL& EX. WOOD POLE TO R Fan c- ' J m m -------..-M®ORE®AD�X-PvrS�,� P�[ c ` _- - - — — -- 6 -- --_-- __ _� _ EX. WOOD PC4 j w �n _ �- m ~ N TO REMAIN 6 oti 1 - TO REM�(�z-ti` z r - --- -- - -- --- ._Lo._.. — ..j . —•, _ `'S, UU NUO' „. aQ,DITlOAiAL�4>A/,»- sTb BE DEDICATED i f i :.� - s Q iWIN _ Ff i 4 milliII� III!t. �ill�l llhi !!III IIII!i �! " • OFFICE OFFICE ■ fl 200 SF Q .• d fl o -- III (i 111 ___ _IIIII ®illil _-.- - IIIII�l111.l •.BANm _ Jr , , , -. . • i �0 --- -- --- i�: ,�'�,�` �ulutn Milli!! • _ • © �• �• � %////.'� �" RN • -- - --- - l - _ AN OFFICE8,200 SF it Q 71 • : r i i • s; SOILSi• • I i I „ 1� r '{I ' I .. Ir, ' •:tee¢+: ,_.... --- __. _._. .. _ .. __ - :� �'. • i � O ' , ..., .._ : !{I!ll Q •18, 19,531 SF , •FFICE (2nd FLOOR) Q ICE OFFICE 3,200 SF 8,200 SF it �� •: ,, ! __'--) __', � __._.._... __ ---- ._.:. lilliRllilt �I!Ill �11Ni!!� II, • ►�: _ �( , iximNNNI _...__-..__.__ . ---- ...18, ... O 44 :... _. • : r �, 11 � i • a• rn 0 S �41 4 15 ......... 00, f 149.2 g3"W PULI 32-22-2$T 00 OMES — =2 00 0' d=94 07': L=32.86' CB=N47, 1-- ZONING: PUD LOW DENSITY RESIDENTIAL i li ! A 9 152 GRAPHIC SCALE 'b 0 20 40 80 160 ( IN FEET ) 1 inch = 40 ft. KEYED NOTES , 2 1 HANDICAP RAMP (TYPICAL), SEE DETAIL 'F' ON SHEET 11. O CONCRETE SIDEWALK , SEE DETAILS 'C' & 'E' ON SHEET 11. 121 DUMPSTER PAD ENCLOSURE, SEE DETAIL 'J' ON SHEET 11. Q4 6" VERTICAL CURB (TYPICAL), SEE DETAIL 'G' ON SHEET 11. Q CONCRETE BUMPER GUARD , SEE DETAIL "L" ON SHEET 11. QTYPE 'P' CURB, SEE DETAIL 'M' ON SHEET 11. O BANK BY-PASS LANE PROJECT SIGN PARK BENCH WITH TRASH RECEPTACLE, SEE DETAILS "U" AND "V" ON SHEET 12. 10 BIKE RACK, SEE DETAIL "T" ON SHEET 12. 11 FEATURE SIGN AND LANDSCAPE AREA 12 RECLAIM WATER SIGN, PER FDEP FAC CHAPTER FAC 62-610, PART III PARCEL ID: 32-22-28-0000-00-065 EXISTING USE: VACANT PROPOSED USE: RETAIL/OFFICE/BANK CURRENT ZONING: PUD PROJECT AREA: 8.521 AC TOTAL IMPERVIOUS: 5.79 AC (67.957.) BUILDING FLOOR AREA: 1.48 AC PAVING & SIDEWALKS: 4.31 AC TOTAL OPEN SPACE: 2.73 AC (32.05r.) MIN. BUILDING SETBACKS: MAGUIRE ROAD: 50 FEET MOORE ROAD: 35 FEET SOUTH: 25 FEET EAST 50 FEET FLOOR AREA RATIO: .174 PARKING CALCULATION & MINIMUM SPACES REQUIRED: 15,302 SF x 1 SPACE/200 SF = 77 SPACES RISTAUNM MINIMUM SPACES REQUIRED: 182 SEATS / 4 = 46 SPACES aim MINIMUM SPACES REQUIRED: 67,445 SF x 1 SPACE/300 SF = 225 SPACES am MINIMUM SPACES REQUIRED: 4,075 SF x 1 SPACE/250 SF = 20 SPACES TOTAL MINIMUM SPACES REQUIRED = 368 SPACES HANDICAP SPACES PROVIDED = 13 SPACES STANDARD SPACES PROVIDED = 314 SPACES TOTAL SPACES PROVIDED = 325 SPACES ADDITIONAL SPACE REQUIRED = 41 SPACES AVERAGE DAILY TRIPS OFFICE (ITE 6th ED., CODE #710) 11.01 TRIPS/1000 SF x 59,245 SF = 652 TRIPS BANK (ITE 6th ED., CODE #912) 652.21 TRIPS/1000 SF x 4,124 SF =1.094 TRIPS SHOPPING CENTER (ITE 6th ED.. CODE #820) 42.92 TRIPS/1000 SF x 19,531 SF = 838 TRIPS TOTAL AVE. DAILY TRIPS =2,584 TRIPS SOIL TYPES a 8 ONA 4 SMYRNA 4�� TAVARES J r J -i r w ® b 0 0 0 W U 0 LL-0 0 U 0 w 2 to C�9 cn W .► C!1 w J W w a a n U) J � [' w ¢ n w z w rn o a aa<1 �. ® LICE`�Iclq) tS Im La a a c L` rc L � u ■ oc ,., DRAWN: LLH cLED: DATE: FEBRUARY FOOT SCALE: 1" = 401 JOB #: 16604 SHEET #: OIF 12 SHEET$ EJI J H F- z V W W Z a. Z P w W Q ® w Q W � IIIIIYII � N � Fes-- tMJ Q Iwi U- M ca m tw O B x Woc r \ \ v u) V • r i V DRAWN: L,L.H CHECKED: DLE DATE: FEBRUARY1 2007 SCALE: 1"a40' JOB #: 16E04 SHEET #: 4F 12 SHEETl� f EX. WOOD POLE Tf� i��l�\/rt1A1 R=23.00' 3 A-- 9 Ol 7'33 25' --� -CH=W44*4709"E a� W...a 6 OFFICE 8,200 SF 2 0 4 L 0 4 M GRAPHIC SCALE 40 0 20 40 80 ( IN FEET ) 1 inch = 40 ft. 160 I KEYED NOTE i t Q HANDICAP PARKING STRIPING (TYPICAL), SEE DETAIL 'B' ON SHEET 11. `•,, s } Q2 HANDICAP SIGN (TYPICAL), SEE DETAIL 'B' ON SWEET 11. `f 1 30" HIGH INTENSITY STOP SIGN (TYPICAL), SEE DETAIL 'N—f ON SHEET 11. s i f Q 24" WIDE WHITE THERMO—PLASTIC STOP BAR (TYPICAL). s i 55 STANDARD PARKING STALL STRIPING (TYPICAL), SEE DETAIL 'H' ON SHEET 11. s � 6 � STRAIGHT AND RIGHT TURN ARROW STRIPING PER FDOT INDEX #17346. s � LEFT TURN ARROW STRIPING PER FDOT INDEX #17346. RIGHT TURN ARROW STRIPING PER FDOT INDEX 117346. 149 2 STRAIGHT ARROW t t STRIPING PER FDOT INDEX #17346. s � 10 Q 20 LF OF 6" DOUBLE YELLOW CENTERLINE STRIPING FROM THE STOP BAR INTO THE PROJECT SITE PER FOOT INDEX #17346. 11 76 LF OF 6" DOUBLE YELLOW CENTERLINE STRIPING FROM THE STOP BAR INTO 12 THE PROJECT SITE PER FDOT INDEX #17346. 25 LF OF 6" DOUBLE YELLOW CENTERLINE STRIPING FROM THE STOP BAR INTO r � 13 THE PROJECT SITE PER FDOT INDEX #17346. "D" LJ CROSSWALK, SEE DETAIL ON SHEET 11. s s z 14 DO NOT ENTER SIGN, SEE DETAIL '0' ON SHEET 11. 15 30" HIGH INTENSITY STOP SIGN WITH RIGHT TURN ONLY, i SEE DETAIL 'N-2' ON SHEET 11. J h V W Q o ® w p -1 o cZa CL � 0 o Q w z w FL w c 0 w 5 � a a Q Q 0 s � .1010 s� C 0 o 14 0 0 r' Sw ae®e. � W ul = U o W r U a Vs0C E Z o � �'a)Nw � ~ OIL z 5 QE ® 0 N a mom Z !�� 3 a w z z7ml W = W J 0I C.: • I J u' DRAWN: . LLn a CHDLE ECKED. DATE: N SCALE: 40' JOB #: 1i4®4 SHEET #: a K 3 0 b O Aw VS In IRW N m O O 12 SHEETS co INLET 129.00 8"RCP ) CROSS WALK STOP SIGN CURB 1NLE7" 1 NO LEFT TURN STOP GRATE ,4T EP=130.09 UTILITY INFORMATION OBT D FRS HE MEADOW BAR f E IE.=125.76 (18"RC.P) STOP SIGN CONC. / W IE.=125.64 (18" RCP) RIDGE MASTER FINAL ENGI E ING BUILT PLANS i 5 -ASPHALT 51DE:n/A1 PROVIDED TO EVANS ENGIN ` 5 CONCRETE SIDEWALK _ BY DONALD W. McINOTOSH lS! - � 44. ASPHALT A. �- PAVEMENT- \ ASPHALT - -- colvcRETE ISI.An1D PAVEI�IENT_"-.. o CONCRETE 1SLAPiD EX. WOOD POLE NA®��� R®�® ROUD HOLE ___- ~' -DIVIDED a� R=23OOq TO REMAIN H,CHKAY Q=90.17 33 I oER 17 °' TES C l�i`� �i7k0g"E t SPOIL MOUND W IE.=127.00 (18" RCP) W IE.=126.42 i c�'i" RCP) STOP SIGN NO LEFT TURN ' � a4V N 5' ASPHALT SIDEWALK STOP SIGN SHALL. 5t WALK EX. WOOD POLE FUTURE REUSE- T �- FIRE HYDRANT_ 15 I S FUTUURE REUSE LINEDO ,\I NOT r � 5 E 22716 PROVIl7�D 8Y KEY ISLE A. IS. CONCR. TE i _.. _ FLUME ',.„- - -.- - -.- _� ......_ -..-.. ....... .-.-. _....-.._..._._- - - _.- .....- __._ ....... _._ ...... �- .._... ...__ - .-..... 44 C/) ° t F ELEV. = 1 2.0 [ V` ELEV. = 132.0 i t 1 � i » 1 " 8" E !� I' i-.__�_.`4--iltllf�fi4�-'• �y ^J1.11•1 �5._•_. I I ! i \'\ A ! C7 O C7 4j t t w o i) 0 t a O Z M i rtttTrf � t TEL =128.1 VA T F OC>V P.�ARKE t i WLET 128.06 " HUB ' -LEAR" 128.4' . I` I f� J ! 1 'X 2" HUB UNDERGROUIV� '� o r TELEPHONEi v-> GRND=1L8,1 TOP=121.� p� UTILITY' LEGEM FIRE HYDRANT �"► TEE FIRE DEPT. CONNECTION Q) METER J 90° BEND NN BACKFLOW PREVENTOR �1 45° BEND v REDUCER " BLOWOFF V SAN. SEW. FLOW 04 GATE VALVE Q SAMPLE POINT NEW MANHOLE SANITARY SERVICE SANITARY SERVICE (DOUBLE) (SINGLE) C FF ELEV. = 131.3 6" PVC SAN:---' CLEANOUT (1) INV. - 126.3 J b • FF ELEV. = 131. SAN. �I CLEANOUT (1) ❑ ti `- INV. - 126.0 I f �. - � I `.:.�..- �' Q: i =r• i °-•-e --- '--fit W 6 (� s: 6" PVC SAN. CLEANOUT (2) INV. 125.5 FF ELEV. = 131.0 6" PVC SAN. CLEANOUT (2) INV. = 125.5 6" PVC SAN. �K LATERAL AT \ 1.0% MIN. TYP) 6" PVC SAN. CLEANOUT (2) INV. = 125.5 I PROP6ED - " MEADOW RIDG FIRE _ ---- R,575•p0. 1 A 9 Z, 3"`NO3 d =32 CB=N47°25'3 " CROSSING DETAIL. A ®INSTALL WATER UNE OVER STORM PIPE, MAINTAIN MIN, 3' COVER AND MIN. 12" CLEARANCE (18" PREFERRED) BETWEEN THE WATER UNE AND STORM PIPE. INSTALL WATER UNE OVER SANITARY UNE, MAINTAIN MIN. 3' COVER AND MIN. 12" CLEARANCE (18" PREFERRED) BETWEEN BETWEEN WATER UNE AND SANITARY PIPE. C3 INSTALL SANITARY PIPE OVER STORM PIPE, MAINTAIN MIN, 3' COVER AND MIN. 12" CLEARANCE (18" PREFERRED) BETWEEN BETWEEN STORM PIPE AND SANITARY PIPE. C4 INSTALL WATER UNE BELOW SANITARY UNE, MAINTAIN MIN. 3' COVER AND MIN. 12" CLEARANCE (18" PREFERRED) BETWEEN BETWEEN WATER UNE AND SANITARY PIPE. INSTALL WATER UNE BELOW STORM PIPE, MAINTAIN MIN. 3' COVER AND MIN. 12" CLEARANCE (18" PREFERRED) BETWEEN BETWEEN WATER UNE AND STORM PIPE. 6 7 6" PVC SAN. { . CLEA OUT (5)� 12 ' } j Q { I 12 INV. C 127 0 { INVCLE. 27.0) ( < \ {- 6 S VNIP t q d .00 4 -y - = = �[ { I I .: _ ,II •. ! 1. p 6 PVC SAN.-,,,{ { L TERAL AlC1 ( J L �' 7 d.0% MIN. (TYP) C3 ft C2 C2 6" PVC SAN. i # Q f s " P s LATERAL AT SS-1 250 LF ® 0.40% SAN 8 PVC .. ��ill SS-2 1.0% MIN. (TYP) la � i t i � ! �" •` r i 6 �1 If -184 LF 5 0 0.43% SAN 8" PVC CU1 �4; 5 �% °� 1..�! e' • :h�K� - ra-•--e: a s :.. � i ' r--�-•; "•r.: -. .. � j\/ ! ..: •. ' r .. zm �C4 7 1 JJ I� _ SS•5BPI v 112 LF C3 > 0 0.45% 00 SAN 8" PVC I j I' I ri gg ® p ' n 0 r 7 l5 I,. DOUBLE SAN. LATERAL (TYP) i :s - 6" PVC SAN. i I t CLEANOUT (3) INV. = 126.0 j '--- : FF ELEV. = 131. i J A 6" PVC SAN. t i 1.0% MIN. (TYP) 6" PVC SAN. CLEANOUT (2) t INV. = 126.0SO ��6h 55 LF 0 0.54% t SAN 8" PVC I i n S S$-8 LATERAL AT p C3 r t ! ! 1.0% MIN. (�YP)j' C1 6 C2 5 :7174r = -=- - 4 f 6" PVC S N. 6" PVC SAN. " 6 PVC SAN. [ 1 CLEANOUT(5) ` CLEANOUT (2) CLEANOUT T (3) INV. = 12 .5=1 INV. = 12 .5 INV. = 124.8 7 F ELEV. 30.0 FF ELEV. = 130.0 ! t y ' ( 12 - E *ATM CONNECTION 7 ( t I - BLOW -UPI 17 x :t25' 46 UTILITY �� i E-DE ICATED EASEMENT TO ORANGE COON F� PU t0f lid' . CONNECT TO PROP. MEADOW RIDGE MASTER SANITARY MANHOLE TOP = 127.00 INV. OUT=118.15(S) NEW INV. IN = 119.00(N) SM. --5 18+56,2 7 TOP=127.13 Sm-4 S INV=! 18.15 18+46.4: 2 TOP==127 ?4N ISM.- 20+z 0.00 TOP =11'- 8.31 E INL'==1'17.24 WINV= SEE WATER CONNECTION --� BLOW-UP #2 SM-2 22+20.00 TOP=127.54 SE INV=116,56 W INV=116.62 �y INV=11E:,00 KEYED NOTES FOR WATER A/2\ E INV= 11 7.96 FIRE FLOW CALCULATIONS Q TYPE IV CONSTRUCTION - FIRE SPRINKLER SYSTEM IN EACH BUILDING TOTAL FLOOR AREA PER BUILDING = 26,445 SF REQUIRED FIRE FLOW PER TABLE H.5.1 1,750 G.P.M. TOTAL REQUIRED FIRE FLOW - 1.000 G.P.M. REQUIRED PER SECTION H.5.2.1, REDUCTION OF (50% REDUCTION PER UP TO 75% FOR BUILDINGS WITH AUTOMATIC NFPA) SPRINKLER SYSTEM SHALL BE ALLOWED BUT NOT LESS THAN 1,000 GPM NUMBER OF HYDRANTS REQUIRED - 1 HYDRANT NUMBER OF EXISTING HYDRANTS AVAILABLE = 3 HYDRANTS NUMBER OF PROPOSED HYDRANT AVAILABLE = 5 HYDRANT MAXIMUM SPACING BETWEEN HYDRANTS - 350 FEET GRAPHIC SCALE 40 0 20 40 so 160 ( IN FEET ) 1 inch = 40 ft. 0 SANITARY SEWER DATA SS-1 SS-2 SANITARY MANHOLE SANITARY MANHOLE TOP ELEV = 130.15 TOP ELEV = 130.10 INV. OUT = 925.80(E) INV. IN = 124.80(W) IN OUT = 124.70(S) SS-4 SSA SANITARY MANHOLE SANITARY MANHOLE TOP ELEV = 129.50 TOP ELEV = 129.70 INV. OUT = 125.40(S) INV. IN = 124.60(N) INV, IN = 124.60(S) INV. OUT = 124.50(E) ss•7 sss SANITARY MANHOLE SANITARY MANHOLE TOP ELEV = 129.70 TOP ELEV = 128.70 INV. OUT = 125.1O(N) INV. OUT = 124.20(W) LEM SANITARY MANHOLE TOP ELEV = 128.50 INVIN = 12390(N) INV. . IN = 123..90(E) INV. OUT = 123.80(W) SS-6 SANITARY MANHOLE TOP ELEV = 128.10 INV. IN = 124.00(W) INV. IN = 122.60(E) INV. OUT = 122.50(S) UTILITY NOTES Ap 1. ALL U11UT1ES CONSTRUCTION CONNECTING TO THE OCPU SYSTEM SHALL CONFORM TO ORANGE COUNTY MANUAL OF STANDARDS AND SPECIFICATION FOR WASTEWATER AND WATER MAIN CONSTRUCTION. 2. ALL UTILITIES HAVE BEEN FIELD VERIFIED AT ALL POINTS OF CONNECTION AND AT ALL AREAS OF CONFLICT. 3. ON SITE POTABLE WATER DISTRIBUTION SYSTEM IS PRIVATELY OWNED AND MAINTAINED. 4. ON SITE WASTEWATER COLLECTION SYSTEM IS PRIVATELY OWNED AND MAINTAINED. 5. ON SITE IRRIGATION SYSTEM 1S PRIVATELY OWNED AND MAINTAINED. 6. ALL ELECTRICAL, TELEPHONE, AND CABLE EQUIPMENT SHALL BE PAINTED BLACK IF NOT MOUNTED ON THE BUILDING. 1F MOUNTED ON THE BUILDING IT SHALL BE PAINTED THE COLOR OF THE BUILDING. 7. SIGNS, PLACED IN ACCORDANCE WITH FOEP REGULATIONS, SHALL BE PLACED AT IRRIGATED AREAS WITH THE WORDS.. "IRRIGATION BY REUSE WATER. DO NOT DRINK." 8. FUTURE RESTAURANTS ARE REQUIRED TO PERMIT AND INSTALL ANY GREASE TRAPS REQUIRED FOR THEIR ESTABUSHMENT. WET TAP PROPOSED 12" WATER MAIN WITH 12" x 12" TAPPING SLEEVE i2l INSTALL 51W DOMESTIC METER WATER BY OCU TO BUILDING (6 TOTAL). AND VALVE. ;,CONTRACTOR TO REPLACE ANY SIDEWALK DISTURBED DURING CONSTRUCTION TO EXISTING CONDITION OR BETTER. il 10 INSTALL 1-12- PVC REDUCED PRESSURE BACKFILOW fl CONNECT TQ PROPOSED 12" WM STUB OUT (WET TAP). BY CONTRACTOR (7TOTAL). SEE WATER DETAIL ON SHEET 10.OR QFIRE HYDRANT] ASSEMBLY, MAINTAIN 7.5' MINIMUM CLEAR AREA. SEE FIRE HYDRANT CLEARANCE DETAIL ON SHEET 10. 12 INSTALL 12" DOUBLE DETECTOR CHECK VALVE BY CONTRACTOR. SEE WATER DETAIL ON SHEET 10. 8" PVC WAT'Et MAIN. 12 2" BLOW -OFF VALVE. Q 12" PVC WATER MAIN. W DIP RECLAIM MAIN FROM THE . EXISTTNG RECLAIM UNE ON MAGUIRE ROAD (WET TAP) TO THE FUTURE RECLAIM HYDRANT ON MOORE ROAD, EXTENSION PROVIDED BY THE KEY ISLE APARTMENTS, CAP PROPOSED 8" UNE UNTIL EXTENSION IS COMPLETE. fl 6" PVC FIRE SPRINKLER MAIN TO BUILDING. 0 14 INSTALL 2" PVC RECLAIMED SERVICE UNE, 2" IRRIGATION METER BY CITY OF OCOEE FOR IRRIGATION. `C�I ^ �� 2" PVC POTABLE WATER SERVICE MAIN TO BUILDING. [ 15 CONNECT NEW 2" PVC IRRIGATION SERVICE TO PROPOSED 8" RECLAIM WATER MAIN ;l ON MOORE ROAD. Q 12"x8" REDUCER. 16 INSTALL 1" DOMESTIC WATER METER BY OCU TO RESTAURANT BUILDING (1 TOTAL). 17 RECLAIM WATER SIGN, PER FDEP FAC 62-610. PART Ili STANDARDS. z wu. z s P o z a D: , 3 O } r X m h- U •9 Z a x a 0 A a o a ¢En cn o vi ccz r~ m w z _j z _, cc w m �-� 3 U vai3 � w a z az a ¢ a S ® O N O N M( I'- w s ® ® 00 11 E GO 0 �■■ W 4% V v Z Zmc� •C Z e� c c cc ii o a �®v�o a 5 cc ® U s v .. All, Mi Tr' i 1 u � C DLKEED: DATE: FEBRUA Y 2007 SCALE: 1"a40' J08: 16904 SHEET #: OF 12 SHEETS ' INLET 129.00 8 "RCP) =P=128.1 0 )2 (30"R P' :9 (30"R ) 1 B INILET =128.06 L 2" HUB } CLEAR" =128.4' w. _, , , CURB !!dLET GRATE AT EP=130.09 f: !E.=125.76 (18"RCP) e � IN (E.=125.64 (18" RCP) ! _ ' EX, OOD POLE __V0R-M in R=23 0! ' r 4--90'17'33" eER - _ mill 111110 jl I = --- - - - f ----MATCH PRISED_"..- PAVEMENT :GRADE ^- TO REMAIN MATCH PROPOSED PAVEMENT GRADE 3 Grp -N89 5555"E 227.16' EX. WOOD POLE _ TO REMAIN W IE,=127.00 (18" RCP) GRAPHIC SCALE 40 0 20 40 .so ( IN FEET ) 1 inch = 40 ft. 1 05 .� . 0• Jg i .05 129.75 0.2g 3° 1g r.1$ y w �+ ROOF RU -OFF TO - E CONVEYE - - F_ - - µ - - ';� „13d ���• ���g 128� ��. �r� -�r� �3o-d.� }�30 �p� ROOF R N-OFF TO E CONVEYS © ' -.4 , ! U7 STORM STRUCTURE DATA I 9 13p 0 , 5.16 o so TO THE PARKING LOT UNDER ;� S M TO THE PARKING LOT UNDER 0 I 30 �2e75 ° _- '� `�0 SIDEIA AND T RU CURB. SIDEW LK AND U CURB. ( I } ! \ \ Q (S-2 S-3 I, so F ELEV. 13 2.0 S4 ELEV. - 1 2.0 I � ! S-1 �� `)) 92 LF I 35 LF i , . F i fi -��- ! ! _ ,; ° , A . ; S ° 0 1 ®0.54% �o 0 4.29% , ! \ FbOT TYPE E INLET FDOT TYPE E INLET FDOT TYPE 'E' INLET e \ 0 0.47% - ^`� ,,`' 15" RCP I ` $ ''o ^� 15" RCP I + ) \ TOP ELEV = 130.70 TOP ELEV = 129.50 TOP ELEV - 129.50 1 { l 15 RCP n n o .,_ : n -�- i �,y0 ., \ I I INV. ELEV. - 124.00(15") INV. ELEV. - 123.00(18") INV. ELEV. = 122.00(15") 4 INV. ELEV. = 122.00(18" = 122.00(24 ) co r! S•4 S-5 �, r3i jl 1 it, 00 - t ! ` f FDOT TYPE 'E' INLET FDOT TYPE FDOT TYPE 'E` INLET - r % PE 'E' INLET 76 LF ^� S 10 ryo• 1'� ti ,ryo 20 c5\ ab - pogo '.^.:< ;, { } '� ,/ TOP ELEV = 128.00 TOP ELEV = 128.20 TOP ELEV = 128.70 C� 1.97% ��° >�E1�' ,�o �` �rao�o rr3o.�°^' � vim- +lao '"�" *rso� ! rI I INV. ELEV. = 120.30(24") INV. ELEV. = 120.50(18") INV. ELEV. = 119.70(300) r _ ': i ' 18 RCP S,g 99 0• 90 , 0.65 s , _ 7s , r rs - ( ) INV. ELEV. = 119.70(30-) o � r' r3o, 3� I•:.; �•: - INV ELEV. 120.30 24 '�`° I t •° 52 130.85 3� _.r F ► { �iso:3 129.7o ° ®1.92qjF'o�'- I p .,� " I, m f � a I� - ! 1?96 �3po`'j .�. 3K12e.as ^r" 5.11 _i 15 RCP P [ o I I. `�s __ h _ - I 30 { I •, $ py Ms i 13d30 s d 3o,o r29 °?s 'so `�s '8s -.ram '. ! t 1yp.2 sos �` .��' , r. o �30 -�� i I FDOT TYPE 'J' MANHOLE CONNECT NEW MANHOLE FDOT TYPE 'E' INLET ., �� , �1�' r.e �- �'30 ��- 1!50 LF ®0.67% 18 RCP N I„ = i o } TOP ELEV = 128.40 TO PROP. 30" RCP TOP ELEV = 129.50 i ! < 87 LF "-�28 �r?a �s 2 _ P so S'3 S-2 Q 'ao r { / INV. ELEV. = 919.4Q(30„) FDOT TYPE 'J' MANHOLE INV. ELEV. = 124.00(15") },92% 1�p• �a mr w I 1 f INV. ELEV. - 119.40(30) TOP ELEV = 127.00 4 : ^�`- I `�°t a R h '. = � �' I� '�' ° °4 *° j' `i `� I �1 fG/ z ! I = ( ) ' ' INV. ELEV. 118:60 30" +, ..n 8 `� .. 1 ^� ^� .ryx I � "�'• � � o c� � I EX. INV. ELEV. 1 t 8.60 30 FF ELEV. = 131.0 , :. ' ''� m O116 LF j - ._a.<• y � ®1.46% d �~�� I ^�`,.- � �' --.^' • ° - r- z n � 5.10 5.11 S•1Z A.� �_ a 20 -g 55- 2 " CP" ' % r" \�. . sd �ti°' rAh t3 4 y ,,. - z I ! < ti - - ---- d1b t 3p oS - J 0 � LLJ `4Bo LIMF g5 5p \ _/ 4 < I a 4p 303p '.•` t` a W 1 30'�.-.,X20- 129 5.12 Mrzsso �r2sss '� `fr S �4 ` _ , ter•,, 1 w { ! 12 o �n y[� • - - ..i.... ( _ _ n..-c-=i - _ _-..-. `�• ter'.' ."_` 0 bi ATCH EXIST. ! 1sp1 tro N til $ 96 LF a� " a . - - --- ^o t �,- ^N' 4VEMENT GRADE ` �.i c�' ,�h �yo; 9 0.52% `�s `p N"' �.c e� ry }I�( '�b +r3' �L - " %!! 1303 .: r, #r " W� �i g FDOT TYPE 'E' INLET FDOT TYPE 'E' INLET FOOT TYPE 'E' INLET TOP ELEV = 129.50 TOP ELEV = 129.10 TOP ELEV = 129.00 INV. ELEV. = 123.00(IV) INV. ELEV. = 121.50(18") INV. ELEV. = 120.70(18") INV. ELEV. = 123.00(18") INV. ELEV. = 121.50(18") INV. ELEV. = 120.70(24") S-a3 s-14 s-15 .. . T PROPERTY LINE -- FDOT TYPE E INLET FDOT TYPE E INLET FDOT TYPE E INLET rap ro ?e ?e �ryh °" _ 65 _ - "" q y w `�`?i a : `- TOP ELEV = 128.00 TOP ELEV = 128.00 W TYPE V BOTTOM so NO. / I N ,`. �r?ems �, r�� �, j ��ti�2 kp _ �? ��? }�? .i ,�� 1tio' ,.,� } j �. ,,1 ,�1i �.1 +_l 502 ,. I 129 i 1�a { ' `j.?83r2a65 .-./^•-.,. { o`$ 'Bo �Oo 1'L ?� r r 63 � .p • - 0 ?9 ?0 ` ?7t a g 35 6° 8 6° 4J�' ?900 129 i 13o.xo } 00 FF ELEV. - 131.0 °0 �. a i �° 1 10 s . ': 52 LF ?800 �� ,a -�� #, 1 j , �co �i?a ^''" 1z ``�`°' '''. �'?� o �' I N.:..1 INV. ELEV. = 123.00(15") INV. ELEV. = 122.50(15") TOP ELEV = 128.00 INV. ELEV. = 120.20(24") INV. ELEV. = 120.50(24") INV. ELEV. = 120.20(30") INV. ELEV. = 119.70(30") \ INV. ELEV. = 119.70(36") 5.16 5.17 S-18 FDOT TYPE 'E' INLET FDOT TYPE 'E' INLET FDOT TYPE 'E' INLET TOP ELEV = 129 50 TOP ELEV = 129 50 TOP ELEV = 128 80 r3° I ro ^ry° �� - 5 O.96%RCP po 1�° t �'ir '�`'o °� �� ^---gi.1`t��c 20 S-5 r28,e0 s0 .�ry�'g a'y°j ! ! 1 INV. ELEV. = 124.50(15') INV. ELEV. = 124.00(15') INV. ELEV. = 123.00(18") ro r ,- j - INV ELEV - 124 00400- . - () Inv. ELEV. _ 123.00(1a ) S-19 S-ZO S:21 FDOT TYPE 'E' INLET FDOT TYPE 'E' INLET REMOVE EXIST. INLET TOP ELEV = 129.00 TOP ELEV = 128.00 AND REPLACE W/ NEW INV. ELEV. = 122.00(18") INV. ELEV. = 121.50(24") FDOT TYPE 'E' INLET INV. ELEV. = 122.00(24") INV. ELEV. = 121.50(24") W/ TYPE V BOTTOM i 6 j to F ELEV. = 1 0.0 w 0.50% F ELEV. = 730.0 ! Z 5Q \ TOP ELEV = 127.50 39 LF _ 30 RCP EW-9 INV. ELEV. = 119.50(36") tip' °' 0.51 ,� S`7 ROOF RUN OFF TO BE CONVEYED ! r N r28 ! 30•10 Z$80 �� `� 36 RC ROOF RU -OFF T0� B VEYED m I ; TO THE ARKtNG LOT UNDER I _ >, �• 1 ( ) a -- -•v I `� CONC. END ALA 0 EX. INV. ELEV. = 119.50 36" 80 ®1 1 a I W l 1 1 P� 4�ING ! .NW i �,.. } �►y o `� �cA f goo TO THE PARKING L UNDER : SIDEWA AND THR CURB. 1 } 23+03.53 \ ;o ! � �• 1 ._ ,,.� $•22 S 23 S 24 Jo •s 0 61 LF o�p e0i .• _ _ I �' y INV=116.50 FDOT TYPE 'P' MANHOLE FDOT TYPE 'P' MANHOLE FDOT TYPE V MANHOLE 132 LF CAA 0.49% �� 1� - . 1 �� -�' -- ' _ �,... " ~----,_ _ I TOP ELEV = 128.65 TOP ELEV = 131.00 TOP ELEV = 129.30 " 24 RCP 1z�y�• i Z'1`'oa _ --- 114 LI ® 0,70y " -'' '` ! i ��---� INV. ELEV. = 120.80 24" INV. ELEV. = 122.50 15" INV. ELEV. = 119.85 18" .�ti 24 RCP i ._ 1' o S gg - .� ._ - t . ' 30 RCP ��8 REMOVE EXIST. ( \ ( ) - ( ) - ) t ! sir?a %Q"• • Y - r " " _ STORM IN6F-T INV. ELEV. - 122.50(15) INV. ELEV. - 119.85 24 ) =510, p i INV. ELEV. = 119.85(30") $° _ %� - y Q 6 *55'46 ` C00NNEC'f TO E _,.�,��i2s.25 2a65 :,�.� 127.Zo- --� ----��,.,"•-� .� ^-�- �,PR P. MEADO -RtAGE i t I �1� ° 128.90 g.22 �? K` . ,� CB=N84 MASTER SYSTEM 30" RCP ` \ -J ..� � �- _ � � •0� 30" RCP � TEL f x FIB ? }ter <+ �i. z 1za.s5 yam', - / .`-, VAL T G, -- _ E - _� so FGr, _ . J y�' _ - - - c r ��\` �•4 MARKS �? t 'A'�`^ .,�,. XM28.3p 2D / • \ MANHOLE �•"'"' ✓_75 00. -� -' ' MATCH EXIST. 20+00.04 1 NiAN1 TOLE PAVEMENT GRADE TOP=127.94 21 +50.06 ti AT PROPERTY LINE E INV='l18-87 �. j + 14g.2o23°tJV �, / �,,,,.-.-•' / / i r-'" � !--5 TYPE F TGP=127.70 I -- ---_ / C 78.04 4V fN�i=118.c7 zl 21 t50.06 �N INV=118.8 / f . OP=12700 T !! lNV=118.5 1 / ' INV=118.65 SE INV=118.38.00 a ` UNDERGROUNIb '` r -- / -94 07'59" �. -TELEPHONE �, L-32.86' " �' � ,/� � 1-7 TYPE 4 , ,� `•• GRND =128.� I'-�' CB=N47%25 3 22+93.71 TOP=121.� / EOP=127.10 NE IN\/=118.10 ti - / 1-2 TYPE NW INV=118.10 1 L�+o�.oa 1 1 f EOP=126.64 I_g TYPE 1-2A TYPE =" S INV=119.36 t 18+57.07 E01 =127.10 ! /N INV=119.36 T CP=127.0U NE !NV=118.00 INV=119,50 SIN' INV=118.00 t f-.J�-•- i '., I ':-�:_. �y� a,e�.•- ,- _,._�I_.._ ,o' �e•� I; I '?' y2o pads 1 ! "..`. . l P z s•`t+�^ ,N 0 i "¢ •" `?" i; e , y� . _ .$ i - a'_' -3 q � ! Rt R � ; ! .�.�J^.••- -..��'`.'.: �.+�,�.�. T`�O � �ta� 28.8° � a0'•a .°;. it � S"- j ! r28 ! OO 2920 i .8p ! ` '- _ -- t'' -� r� Ir ^ I. 1 aoz s 35 LF 89 LF I I S•1 e 1 -� i ��,, 1 8 00.439 C� 0.73% I t ! i ti i 30 RCP "� { �o 18 RCP j o i c 1Z�• 60 LF ! I I o �o rao v a Y` A.9 I I Cl Cl vP LLJ O x z 0La �_Z Cl Cl cc z O �z z w� w0 X m N (7c=1 iz C%d LJ vi a. 4 � a A O zr• F � M z ®co 0000 w Q0 us 00 z zrr �>Q = C dic is O W N > IC i� v a Q MEE vow®a lift 3. a :5- v W 0 S U v MEN MEN ' MJ loc ,' w �< u DRAWN: LLH C ®CLKEED: DATE: FEBRUARY FOOT SCALE: 1" a 40' JOB #: 16604 SHEET #: C+,W, z J • 0'i VE 4 1 1 MAN�Tilri .�►.../J>>!�Ii..i !►,, /.Ti %�rJrpl.�Ii j1 ; r t i it � J�• I�--ri it _ter �, r � • �;�.., r� 1 `• it �,� ! i A,..�. i... it `�--�"'[•�if��I��fl�jj��1J-' „r,. _ f� - - - -� 0111J IF- - r r W- r' •t. __4.�__._� �__ /� �.c.•�I- 11114.111 :y,• 1'!' * = j ,/ 'z` '� ! + it �///i��@® :riper � •I,....p L..�� ;.-,:. ,.�,Il,l � _ �, /'-- � i I '� � � ,7. v' �' wy+cw..�►;�.�%._ _. _, .._�.�.�-.�.ri�.:.+.�.�� �� `''ill - - - - - -- - - - i!' 'r � .� i � ! �liflli� `'il+ul®�",!,illfi�i!i!It:''�.��fiE.�.>>�J�Ir.�'.i�,o�►!,!)- �s� � ... _ .....- ... _ ..._ . _ �'�► j '� r p��! � t •�---..----_..__ �` Jib Dili i II 1 is �' �` i►-' �•'I QI � �,T fr: Jr V I FA EVIA I I I ,�•� IIII Ii II f - �-,� R•4.JIII .,� d FA PAO PC ME "11 AP ';, � r f � .Q '- -------------'li'� i � � �` ,�,.�'' JE+•� .�i�r r I�il t i�'J� i�__,�1,!rl. � !'� .e .r •. R , , . ff , t /, s , r Ir ,: �pry i' _ �---.. ./!J� �� �! '.� ±:� wi�1��, .��,i - -_4�_ •I �i�-�� r �.��,� �ri,���.. . 4r ( I r G' 1. Z i i v ' I aI, Ir .r'i'Ir fiM.rz.� � ��" •c.. "<< a '?� T. , _ s• 1 • • { t.,. 0H11; -- afire N8955 55"E 227.1 �0i T'%- FENCE f PROPOSED EXIST. TURNOUT MANHOLE) UM_8 75.00 , ,SILT FENCE (TYP) / TO BE USED FOR TOP I27.94 a^� ra ioLE _14g • 20 "W / - - %�. '� �,- CONSTRUCTION ENTRANCE E INV-;18,87 <% i +50.06 0A' 23 1-5 TYPE F T to -12 7.70 +A IivV=118.8? 21 Ul r.!1'=118.8 !� f C- �'S• // / ' �-1-50.06 �J s��'V=11 " T01 121.00 8•5 S Post lOptionst 2" x 4° Or I I optional Past Posltl •y Prino/p/e Post Position 2f Mtn. Did. wood• Steel tCanted 2D Toward Flow) 1.33 Lbs/Ft. Mtn.) 61 Max. Filter Fabric (ln $, , �1 i Conformance WTth t Sec. 9e5 FDOT Speod ' - Filter Fabric E 4 lit Flow € WWI EL EVATION SECTION Note, Silt Fence to be paid for under the contract unit price for Staked Slit Fence (IF). TYPE M' SILT FENCE Silt Flow 1 , Motet Spacing for Type Ill Fence to be in Type M' Sl t Fence Protection accordance with Chart Z Sheet I of 3 Around DJtoh Bottom Inlets and ditch Installations at dml mge stniotures Sheet 2 of J. Do not deploy In a manner that slit fences will act as a dam across permanent flowing Type Ill Silt Fence watercourses. Silt fences are to be used at upland locations and turbldlty barriers used at permanent bodies of water. SILT FENCE APPLICATIONS A BALED HAY DR STRAW BARRIERS AND SILT FENCES L� g N.T.S. �� EX. WOOD POLE TO fiE:MA!N SILT FETE TYP F, 75 ,f l cn f I L� J , 7 I I < "0 L_" I j; 0 f'} < J, PROPOSED SILT FENCE (TYP) 9 � \ �o EW-g CONC. ENDWALL W/% U-TYPE WIN, 23+03.53 e INV=116.50 j .e l AN,ry` GRAPHIC SCALE 40 0 20 40 so 160 ( IN FEET ) 1 inch = 40 ft. EROSION CONTROL GENERAL NOTES A 1. ALL EROSION/SEDIMENT CONTROL MEASURES SHALL COMPLY WITH STATE AND LOCAL SOIL EROSION CONTROL AND CONSERVATION STANDARDS, ADDITIONAL MEASURES TO PREVENT/CONTROL SOIL SEDIMENTATION OR EROSION MAY BE REQUIRED DUE TO SITE CONSIDERATIONS WITHIN THE BOUNDARY LIMITS AND DOWNSTREAM. 2. PRIOR TO DEVELOPMENT, PERIMETER SHALL BE CLEARLY MARKED AND ALL SOIL DISTURBANCE TO BE CONTAINED WITHIN. OFF -SITE WORK MAY BE NECESSARY DUE TO ACTUAL SITE SLOPE OR DRAINAGE REQUIREMENTS. ALL CONTROL MEASURES MUST CONFORM TO SITE STANDARDS. 3. ALL POINTS OF SITE INGRESS AND EGRESS TO BE CONSTRUCTED PRIOR TO ANY OTHER DEVELOPMENT. THEY MUST BE STABILIZED AND INCLUDE SOIL EROSION/ SEDIMENTATION CONTROL MEASURES IN ORDER TO PREVENT TRACKING AND SILTING OF MUD INTO PUBLIC ROADWAYS OR DRAINAGE AREAS TO BE IMMEDIATELY REMOVED. 4. ALL STORM DRAIN AND SANITARY SEWER TRENCHES NOT IN PAVED AREAS ARE TO BE MULCHED AND/OR SEEDED WITHIN 14 DAYS AFTER INITIAL BACKFILL. 5. DURING CONSTRUCTION, ALL SEDIMENT CONTROL STRUCTURES WILL BE INSPECTED AFTER EACH RAINFALL AND REPAIRED IF NECESSARY. SEDIMENT TO BE REMOVED TO A SUITABLE DISPOSAL AREA AND STABILIZED WITH PERMANENT VEGETATIVE COVER. 6. CONTRACTOR IS RESPONSIBLE FOR MAINTAINING ALL SEDIMENT AND EROSION CONTROL MEASURES UNTIL DISTURBED AREAS ARE STABILIZED. 7. AFTER FINE GRADING, ALL DISTURBED AREAS ARE TO BE PERMANENTLY MULCHED AND/OR SODDED. 8. NO SLOPE SHALL BE GREATER THAN 2:1. 9. FOLLOWING INITIAL SOIL DISTURBANCE, PERMANENT OR TEMPORARY STABILIZATION SHALL BE COMPLETED WITHIN SEVEN CALENDAR DAYS AS TO THE SURFACE OF ALL PERIMETER CONTROLS, DIKES, SWALES, DITCHES, PERIMETER SLOPES, AND ALL SLOPES GREATER THAN 3:1; AND FOURTEEN DAYS AS TO ALL OTHER DISTURBED OR GRADED AREAS ON THE PROJECT SITE. THIS DOES NOT APPLY TO THOSE AREAS WHICH ARE SHOWN ON THE PLAN AND ARE CURRENTLY BEING PERFORMED. MAINTENANCE SHALL BE PERFORMED AS NECESSARY TO ENSURE THAT STABILIZED AREAS CONTINUOUSLY MEET THE APPROPRIATE REQUIREMENTS OF GOVERNING AUTHORITIES. 10. SILT FENCED TO BE PLACED AROUND PERIMETER OF PROPERTY AS SHOWN. 11. EROSION CONTROL MEASURES WILL BE MAINTAINED AT ALL TIMES. ADDITIONAL EROSION AND SEDIMENTATION CONTROL MEASURES WILL BE INSTALLED IF DEEMED NECESSARY BY ON -SITE INSPECTION. 12. THE INSTALLATION OF EROSION CONTROL MEASURES AND PRACTICES SHALL OCCUR PRIOR TO LAND -DISTURBING ACTIVITIES. LEGEND SITE BOUNDARY SILT FENCE 89 EXISTING CONTOUR AREAS DISTURBED BY CONSTRUCTION ACTIVITY WPPP/EROSION CONTROL PLAN INFORMATION PROJECT NAME: MEADOW RIDGE COMMERICAL FDEP PERMIT NUMBER: FLRIOEF70 SITE AREA DISTURBED: 8.52 ACRES SITE LOCATION: S 32, T 22S, R 28E OCOEE, ORANGE COUNTY, FLORIDA LATITUDE: 28'31' 45.1" N LONGITUDE: 81'3V 26.4" W PROJECT LOCATION: SOUTHEAST CORNER OF MAGUIRE ROAD AND MOORE ROAD, WITHIN THE MEADOW RIDGE PUD, OCOEE, FLORIDA DESCRIPTION OF CONSTRUCTION ACTIVITIES: THE PROPOSED PROJECT IS FOR THE CONSTRUCTION OF A MIXED USE COMMERICAL SITE. STORMWATER RUNOFF WILL BE COLLECTED AND TREATED BY THE EXISTING MASTER DRAINAGE SYSTEM FOR THE MEADOW RIDGE PUD. SOIL TYPES: DNA, TAVARES, SMYRNA DEWATERING METHODS AND LOCATIONS: PUMPING TO EXISTING MEADOW RIDGE PUD STORM SYSTEM (TO BE DETERMINED BY CONTRACTOR AND APPROVED BY CITY OF OCOEE & SJRWMD) PERMANENT S.W. MANAGEMENT CONTROL: MEADOW RIDGE MASTER STORM WATER SYSTEM POTENTIAL POLLUTANTS DURING CONSTRUCTION: SILT, SAND, CONSTRUCTION MATERIALS, ETC. INSPECTIONS: CONSTRUCTION SITE WILL BE INSPECTED FOR EROSION PROBLEMS DAILY AND AFTER EACH RAINFALL GREATER THAN 0.5 INCHES. A RAIN GAUGE WILL BE ON -SITE TO MEASURE ALL RAINFALL AMOUNTS. CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLING ANY ADDITIONAL EROSION CONTROL IF IT BECOMES NECESSARY TO MEET STATE AND LOCAL REGULATIONS. CONSTRUCTION SEQUENCE: 1. FLAG ALL WORK LIMITS 2. NOTIFY SEDIMENT CONTROL INSPECTOR 24 HOURS PRIOR TO START OF CONST. 3. IDENTIFY ALL EXISTING VEGETATION TO BE SAVED. 4. PERFORM CLEARING AND GRADING REQUIRED FOR INSTALLATION OF PERIMETER. 5. INSTALL PERIMETER RUNOFF CONTROLS; NOTIFY SEDIMENT INSPECTOR AND OBTAIN APPROVAL BEFORE PROCEEDING FURTHER 6. COMPLETE ALL NECESSARY STOCKPILING, SITE CLEARING, AND GRADING. 7. PARKING BASE, BUILDING FOUNDATION. AND INSTALL SITE UTILITIES. 8. INSTALL STORM DRAINAGE PROTECTION. 9. WEATHER IN BUILDING. 10. COMPLETE PARKING LOT CONSTRUCTION. 11. COMPLETE FINAL GRADING, STABILIZATION. AND LANDSCAPING. 12. NOTIFY SEDIMENT CONTROL INSPECTOR AND OBTAIN APPROVAL TO REMOVE SEDIMENT AND EROSION CONTROL. CONTRACTOR CERTIFICATION "I CERTIFY UNDER PENALTY OF LAW THAT I UNDERSTAND AND SHALL COMPLY WITH THE TERMS AND CONDITIONS OF THE STATE OF FLORIDA GENERIC PERMIT FOR STORMWATER DISCHARGE FROM LARGE AND SMALL CONSTRUCTION ACTIVITIES AND THIS STORMWATER POLLUTION PREVENTION PLAN THEREUNDER." NAME: TITLE: CONTRACTING FIRM: ADDRESS: TELEPHONE': DATE: J Q or O z U �M! 0 Id/ IC V) 1Q- W Q W 0 z 0 Q Q d Uj Lai V! ` G o: z s s 00 00 fl- p o 1194%r V z z;Poo;:C O Z�C1C"F= a zi��C 59C ®v a o W 3 Lu • u 4C L . •. ,- IL DRAWN: c DL.E D� DATE: i FEBRUARv 2007 SCALE: < 1" : 40' - JOB 16404 i SHEET 1 : u L C OF 12 SHEETS : ISDING CpROVVED A�REgS TRENCH WIDTH VARIES24' x 24" x 6" TRENCH WIDTH VARIES MIN.) (SEE TYPE B W/ SIZE OF PIPE THICK CONS. P � LOCATE WIRE PIPE W/ SIZE OF PIPE CROWN TRENCH IN D TRENCHING QOt�BLE METER 60X 1YP. EACH VALIr 'BOX. PVC �''�- UNIMPROVED AREAS DETAIL FOR OTHER 18 x 24 MIN. SEE NOTE 8) RESTORATION. FINISH® GRADE ANCHORED BRONZE DISC PAD #{�44 BARS ALL 3" DIA. BRONZE FnNISHED STAMP AS RF)Q D AROUND FINISHED GRADE (SEE NOTE 1 DISC PAD R D I SiZE OF VALVE AS REQ'D. METAL.UC LOCATING WIRE BACKFLOW PREVENTER 712' CAP TYPE OF VALVE ,; ' A `: FINISHED GRADE IN ACCORDANCE WITH 2" GATE VALVE SERVICE :. _ •' t PLANS APPROVED BY WITH SQUARE NUT DIRECTION & NO. ¢ °= :='•' ' t': GATE VALVE THE COUNTY $ o OF TURNS TO•Y: z SEE NOTE 4 OPEN `; `• s:: t '°' ;,., °::1 TEST COCK (TYP.) GATE VALVE SEE NOTE4 /F w COMMON FILL PIPE Ob. VALVE BOX ::: •: 2" 90 BEN ' ° s ' ° • 1 D COVER :... ' t . °' = '°.:: THREADED NiON PIPF• �'� r I' (TYP.i s r werFu wecTcwaTFa AIIDDI C r rvo 1 U 1 /n nrn,nnrn\ •%` •, *�� _'� ." mw 1�•�1 ,L�� ®� `�.�Ir SELECT :•.y.�•t•�.t`'.'•t•�y't•�y•tA�t�'1•�y 't••.•-. 1••�t 1•�• •. • 4•.• �. t•A�:.'�t•�• t'�t••.ty.'y • 00 ' ii�, . 1����r OR • Et MAIN ► MIN :. 111111 pow BEND :tp NE`� ' � COMMON�sy ILL REni wmmurr Li I M.FILL m FILL+!lI w z�q q�UNIMP OVED CONDITIONUNDISTURBED + BEDDING ROCK S t;•• qL -" 1.� 1..- TOP FLUSH WITH 1 �'-`- �ART}!��3 FINISHED GRADE FiNAL GRADE •- i ) PIPE BEDDING 2" 90• BEND 9" (SEE NOTE 8 & 9) UNDISTURBED EARTH RESTRAINED JOINT ASPHALT SURFACE DUCTILE IRON 6" BEDDING ROCK � --18" DIAMETER BY 6" NOTES: NOTES: WATER MAIN 1. PIPE BEDDING: SELECT COMMON FILL COMPACTED TO 95% OF THE 1. PIPE BEDDING: SELECT COMMON FILL COMPACTED TO 95% OF THE `� :' OR 18" x 18" x 6" MAXIMUM DENSITY AS PER AASHTO T-180. MAXIMUM DENSITY AS PER AASHTO T-180. : ' ai'. ' = : NOTES- CONCRETE COLLAR 2. TRENCH BACKFILL COMMON FILL COMPACTED TO 95% OF THE 2. TRENCH BACKFlLL COMMON FILL COMPACTED TO 95% OF THE _ :'LEASE:•' FROM - TO 1. ALL PIPE SHAH REQUIRE INSULATED METAWC LOCATING WIRE------�- WITH 4 BAR ALL MAXIMUM DENSITY AS PER AASHTO T-180. MAXIMUM DENSITY AS PER AASHTO T-180. (10 GAUGE COPPER) CAPABLE OF DETECTION 8Y A CABLE LOCATOR MAN AROl1fD (2 REQ'D.) 'SERVICE 3. PIPE BEDDING UTILIZING SELECT COMMON FILL OR BEDDING ROCK IN 3. USE TYPE A BEDDING TO BE DETERMINED IN THE FIELD AS DIRECTED = AND SHALL BE TAPED TO TOP CENTERUNE OF THE PIPE ACCORDANCE WITH TYPE A BEDDING AND TRENCHING DETAIL MAY BE BY THE COUNTY. A b q 2. LOCATING WIRE SHAD. TERMINATE AT THE TOP OF EACH VALVE BOX REQUIRED AS DIRECTED BY THE COUNTY. 4. (*): 15" MAX. 12" MIN. FOR PIPE DIAMETER LESS THAN 24', 4 x 4 x 16 LONG AND BE CAPABLE OF EXTENDING If ABOVE TOP OF BOX IN SUCH A ,i (MIN.) PRECAST PAST 4. (*): 15' MAX. (12' MIN.) FOR PIPE DIAMETER LESS THAN 24", AND 24" MAX 12" MIN. FOR PIPE DIAMETER 24" AND LARGER. VALVE COBVOER ( 1�iTH 3" DIAMETER MANNER SO AS NOT TO INTERFERE WITH VALVE OPERATION. AND 24' MAX. 12' MIN.} FOR PIPE DIAMETER 24" AND LARGER. 5. WATER SHALL NOT BE PERMITTED IN THE TRENCH DURING CONSTRUCTION. TAPPED CAP (TP•) BRONZE DISC SET IN USE DUCT TAPE AS NECESSARY TO HOLD WIRE DIRECTLY ON THE NOTES: " 5. WATER SHALT. NOT BE PERMITTED IN THE TRENCH DURING CONSTRUCTION. 6. ALL PIPE TO BE INSTALLED WITH BELL FACING UPSTREAM TO THE GROUT AS SHOWN TOP OF THE PIPE. 1. ALL PIPE AND FITTINGS 2 AND SMALLER SHALL BE 6. ALL PIPE TO BE INSTALLED WITH BELL FACING UPSTREAM TO THE DIRECTION OF THE FLOW. IMPROVED CONDTITION ABOVE. THREADED SCHEDULE 40 GALVANIZED STEEL OR BRASS. DIRECTION OF THE FLOW. 7. REFER TO SECTION 32.5 OF THE MANUAL FOR SHEETING AND BRACING 7. REFER TO SECTION 32.5 OF THE MANUAL FOR SHEETING AND BRACING IN EXCAVATIONS. NOTES: PVC PIPE LOCATING WIRE DETAIL IN EXCAVATIONS. B. GRAVITY SEWERS SHALL UTILIZE TYPE A BEDDING, IF REQUIRED BY THE NOTES: 1. BRONZE IDEtIJTIFlCAiTON DISC SHALL BE REQUIRED FOR ALL VALVES, ( Toe) 8. FINAL RESTORATION IN IMPROVED AREAS SHALL BE IN COMPLIANCE WiTH COUNTY. BEDDING DEPTH SHALL BE 4" MINIMUM FOR PIPE DIAMETER LESS AS REQUIRE BY THE COUNTY FOR CRITICAL OFFSITE VALVES. „ 1. ALL 2 PIPE AND FITTINGS SHALL BE SCHEDULE 40 GALVANIZED STEEL 2. VALVE COLLA DIMENSIONS MAY BE REDUCED TO 18" X 187 X 8" OR REDUCED PRESSURE BACKFLOW PREVENTER ALL APPLICABLE REGULATIONS OF GOVERNING AGENCIES. SURFACE THAN 15", AND 6 MINIMUM FOR PIPE DIAMETER 16 AND LARGER. OR BRASS WITH THREADED (NPT) JOINTS. 21" ROUND x ; 6" WHEN THE BRONZE IDENTIFICATION DiSC IS NOT REQUIRED RESTORATION WITHIN ORANGE COUNTY RIGHT-OF-WAY SHALL COMPLY WITH 9. DEPTH FOR REMOVAL OF UNSUITABLE MATERIAL. SHALL GOVERN DEPTH OF 3. VALVE COVEF S WiLL BE SQUARE ON TOP AND ROUND ON THE BOTTOM (FIG' 501) REQUIREMENTS OF RIGHT-OF-WAY UTILIZATION REGULATIONS AND ROAD BOOING ROCK BELOW THE PIPE COUNTY SHAD. DETERMINE IN THE 4. LABEL TYPE AS WATER, SEWER, OR REUSE CONSTRUCTION SPECIFICATIONS. FIELD REQUIRED REMOVAL OF UNSUITABLE MATERIAL TO REACH TYPE B BEDDING AND TRENCHING DETAIL SUITABLE FOUNDATION. BLOWOFF VALVE DETAIL (FIG, 100) TYPE A BEDDING AND TRENCHING DETAIL (FIM 403) VALVE COLLAR DETAIL (RG. 101) m• 107) ji TROWEL -FINISHED 5' UTILITY EASEMENT ON ALL LOTS CONCRETE BENCHING VARIES VARIES CONCRETE BASE SEE MANHOLE TEE WITH z CONNECTION PRECAST LOT UNE a O DETAILS MANHOLE -' O . • . 6 BRANCH SIZEEVAR TIES CLEAN- UT WALL INFLUENT SEWER w 6��"_ �" D�� SEE NOTE 2) z BEtVD 6 BRANCH ( } TO FINISHED GRADE ET TOP OF VALVE Box CONCRETE ENCASEMENT CONCRETE COLLAR • 1 UNPAVED AREAS SET TOP OF VALVE BOX :.Fya OF VERTICAL PIPE SEE NOTE I PLUGV�LL BEND ° 6 BRANCH FINISHED GRADE tSEE DETAIL) TO FINISHED GRADE O 5 '• DROP PIPE CONCRETE COLLAR AS REQUIREDCTION ; (SEE NOTE 1) uNE !�� / UNPAVED AREAS .: 900 BEND RAISED 1-1/2" LETTERS J DOUBLE FINISHED GRADE FSEE OETAIIS MANHOLE FRAME &COVER '. .. 2' FLUSH WITH TOP OF COVER ( WYE -- <• ADJUSTABLE SCREW TYPE (SEE STANDARD DETAIL) �'PLAN ' CAST IRON VALVE BOX SET COVERS FLUSH IN FRAMES BEDDED IN MORTAR SEE NOTE 2 RE LOCH PIPE ADJUSTABLE SCREW TYPE N..S. 3M - 4" ELECTRONIC PVC PAVED AREAS & AT BALL MARKER ""'- - AST IRON VALVE BOX ELEVATIONS SHOWN IN BOX SHALL REST ON (SEE NOTE 1) UNPAVED AREAS. STANDARD DROP DETAIL NARY 2 COURSES OF BRICK MIN. w BEDDING ROCK NOT 1'-6' MIN. 4 COURSES MAX- = z M.J. PLUG VALVE AND SHALL. BE "-- 18" TO 24" = ON VALVE OR PIPE, SEE NOTE 2----_.` 2" LOCATE WIRE PIPE " w DATE OF INSTALLATION y WASTEWATER 3 -0 MAX, jb FINISHED GRADE FORCE MAIN OPERATING ON BOX SHALL REST ON 5 2 -0 MDE W' QV= WALL FLORIDRESILIENT SEAT BEDDING ROCK NOT Ki o pRi 2 - NON PENETRATING , PE TO M. J. GATE VALVE AANDVSH LL BE OR PIPE EPDXY C AR COATINGS v� cs� t6 ' PICK HOLES NA WATER MAIN CENTERED ON PER SPECIFICATIONS 4'-0" 5" MIN. a_ PE -MOLDED `:� W AT OR RECLAIMED MAI OPERATING NUT JOMT SURFAM I) (1.00% MIN. PRECAST ••. � MANHQI E PLAN BENCHING PER SPECIFICATIONS " D c5 WALL MACHINED ATCi I ED yy ROTATE SPRING UNE SURFACES ASRR�QIIRED TFOR (TYP.) q REINFORCEMENT AND JOINT-- A SEWER MAIN 6 BEDDING ROCK ''::::::.: MIN. COMPLErm STAINLESS STEEL PVC HOUSE SERVICE THEDETAIL ENGINEER AND NED j 8.�" MIN. .our BAND (3' MIN.)(TYP.) i APPROVED BY THE 9" 9" 1 , ... f • *'�':''. STAINLESS STEEL ^ 24" t 3/8' ,,� 1-1/2" MIN. SINGLE DOUBLE 6" BEDDING ROCK COUNTY. . •.a .: . -•Ig`� �9"""j" . b.. PiPE CLAMP LATERAL LATERAL -• 1 ' ` ' '. RESILIENT BEDDING ROCK 2' MIN. CONNECTOR (RUBBER BOOT) 4-3/4" MIN, PROFIT NOTES: STANDARD PRECAST MANHOLE N.T.S. 1. PVC EXTENSIONS SHALL NOT BE USED ON VALVE BOX INSTALLATION. CAST ET PLACE PRECAST MONOLITHIC NOTES: 2. THE ACTUATING NUT FOR DEEPER VALVES SHALL. BE EXTENDED TO CONCRETE BASE BASE PIPE CONNECTION ELEVATION 1. LOCATE SINGLE LATERAL AS CLOSE TO LOT UNE AS POSSIBLE, COME UP TO 1 FOOT DEPTH BELOW FINISHED GRADE. ' I. NOTES- 1. SHALL BE MANUFACTURED EXTENSION USED FOR VALVE BOX INSTALLATION. NOTES: NOTES: 25MAXIMUM. EXTENSION SEGMENT LENGHT DETERMINED BY Q.C.U. INSPECTOR. 1. MANHOLE SHOWN IS FOR SEWER SiZE 8" THRU 24", SEE SECTION 20.4.3 OF THE 1. DROP PIPE AND FITTINGS SHALL BE OF EQUAL SIZE AND MATERIAL AS 2. INVERT OF SER`�/ICE LATERAL SWAM NOT ENTER SEWER MAIN 2. THE ACTUATING NUT FOR DEEPER VALVES SHALL BE EXTENDED TO COME UP TO I FOOT DEPTH MANUAL FOR MANHOLE DIAMETER FOR SEWERS LARGER THAN 24". THE INFLUENT SEWER. BELOW SPRING;, UNE. BELOW FINISHED GRADE WITH TWO SET SCREWS OPOSiTE OF EACH OTHER ON ACTUATOR. 2. DROP CONNECTIONS ARE REQUIRED WHENEVER INVERT OF INFLUENT SEWER IS STANDARD MANHOLE FRAME AND COVER 3. TOP OF CLEANOUT SHALL BE 18 INCHES TO 24 INCHES BELOW FINISH GRADE. C� 24' OR MORE ABOVE THE INVERT OF THE MANHOLE. SEE MANHOLE 2. AN OUTSIDE DROP CONNECTION SHALL BE REQUIRED FOR ALL INFLUENT (FIG. 202) 4. 3M - 4" EL.RONIC BALL MARKER SMALL BE LOCATED NQCf TO CLEANOUT ETIT' JUST BELOW E CAP. CONNECTION DETAILS. WHICH HAVE AN INVERT 2 OR MORE ABOVE THE MANHOLE INVERT. 5. ALL FITTINGS SHOWN ARE TO BE INSTALLED. PLUG VALVE AND BOX DETAIL 3. APPROVED CONCENTRIC CONE DESIGN MAY BE USED AS AN ALTERNATIVE. ( GATE VALVE AND BOX DETAIL (K '0) PRECAST CONCRETE MANHOLE MANHOLE CONNECTION DETAILS SERVICE LATERAL DETAIL PLAN AND SECTION (RQzo1) (RGzat) (r'IG.zOo) r HYDRANT /� DOUBLE DETECTOR CHECK VALVE NUTOP 24-METER ( (INSTALLED BY THE CONTRACTOR) HOSE NOZZLEAS REQ'o. _ 15' MIN. / _ I 24" SQUAREQjz '-" ROU AND 6 THIS �ATE VALVE 2 REQUIRED} in 0 n CHEC O A plip�ll+�ptlllti.I'.i `i'rL�rl►r/,,il � i'�llp ��Ilprr��itt� Ili�ll�,liwIitt.�llll�'�� Ir I �IIp J ll�pl• ' 1 1 CYPERE7E PUMPER NOZZLE CORPO TION CURB STOP CORPO T1ON U-BRANCH ,�pNOTE 2-�-- VFACING STREET STOP 1 MIN.) (SEE NOTE 3) STOP 1 MIN.) FITTING " J: LIMITS OF UTILITY EASEMENT 15# FELT OR ._ z r-- VALVE COLLAR I MARK WITH X13�4i/4 s oEraI11 n,,.:.: :. .. - . WOOD PAINTED (Stt UtIA1L) MINIMUM LENGTH (FT) TO BE RESTRAINED ON EACH SIDE OF FITTING(S). PIPE SIZE 4" 6" 8" 10" 12" 16" 20" 1 24" 30" 90° BEND 21 29 37 - 52 450 BEND 9 12 15 - 22 22-1/2° BEND 4 6 7 - 10 11-1/4° BEND 2 3 4 - 5 PLUG OR BRANCh OF TEE 43 61 79 - 112 OT NUMBERS CURB STOP z z� 2 FA. 3 3 ENDOT ENDOPURE SINGLE METER BOX ENDOT ENOOPURE in POLYETHYLENE 1' POLYETHYLENE TUBING (BLUE W/ AND WATER MET R (BY ORANGE Co.)UV TUBING BLUE W/ DOUBLE METER BOX PROTECTION, AND WATER METER UV PROTECTION, SDR 9) (BY ORANGE CO. SDR 9) SINGLE SERVICE DOUBLE SERVICE CORPORATION STOP �� YPASS M R NORMALLY OPEN) AWWA TYPE .. NOTES: CC THREADS -' TAS5E METER 80X SEE NOTE 1. FiRET HYDRANT SHALL BE SUPPLIED WITHOUT' A WEEP HOLE, OR WITH A PERMANENTLY 1. FITTINGS SHALL BE RESTRAINED JOINTS UNLESS OTHERWISE ASSEMBLY INDICATED. DOUBLE DETECTOR CHECK VALVE 2. TTHHE CONTRACTOR TO INSTALL THE SHEAR PAD AT FINISHED GRADE. PAD MAY BE 2. INSTALL FULL LENGTH JOINTS WITH TOTAL LENGTH EQUAL TO SADDLE-ENDOT ENDOPURE INSTALLED BY THE CONTRACTOR RECESSED UP TO 4 INCHES BELOW FINISHED GRADE AND SOD THE RECESSED SEcnON. OR GREATER THAN SHOWN IN THE TABLE. 1" POLYETHYLENE TO BE DETERMINED BY O.C.U. INSPECTOR. �O 3. WHERE TWO OR MORE FITTINGS ARE TOGETHER, USE FITTING 30 - 45 DEG. TUBINGTELUE W/ 3. CLEARANCE BETWEEN BOTTOM OF BOLTS AND TOP OF SHEAR PAD SHALL BE A 6" MINIMUM. WHICH YIELDS GREATEST LENGTH OF RESTRAINED PIPE. W PROTECTION, 1/2" PREFORMED JOINT 4. IN LINE VALVES AND THROUGH RUN OF TEES OUTSIDE UMITS SOR 9) MATERIAL BETWEEN PIPE O.S. & Y. VALVES FiRE HYDRANT ASSEMBLY DETAIL OF RESTRAINED JOINTS'FROM OTHER FITTINGS NEED NOT BE AND CONCRETE SLAB (2 REQUIRED) (FR) RESTRAINED UNLESS OTHERWISE INDICATED. 6" CONCRETE SLAB WITH 5. LENGTHS SHOWN IN THE TABLE HAVE BEEN CALCULATED IN ACCORDANCE WiTH THE PROCEDURE QUTUNED IN 'THRUST WATER MAIN NO, 6 x 6, W10 x W10 N z ° A MINIMUM OF 7.5 FEET OF CLEARANCE RESTRAINT DESIGN FOR DUCTILE IRON PIPE" AS PUBLISHED 90 FLANGED BEND PO THE FRONT AND SIDES SHALL BE BY DIPRA, WITH THE FOLLOWING ASSUMPTIONS: NOTES: FINISHED GRADE ('ROVIDED FOR HYDRANTS AND FDC'S WORKING PRESSURE: 150 P.S.I.* 1. ALL FITTINGS SHALL BE BRASS WITH COMPRESSION/PACK JOINT :3�j w A,ND 4 FEET TO THE BACK. SOIL DESIGNATION: SILT SAND * TYPE CONNECTIONS. LAYING CONDITIONS: 'TYPE 2 * 2. NO SERVICE UNE SHALL TERMINATE UNDER A DRIVEWAY. 3. ALL WATER SERVICE CONECTiONS SHALL TERMINATE AT THE c RESTRAINED JOINT (2 REQUIRED) ALL FIRE HYDRANTS WILL BE LOCATED A 6. FOR PIPE ENCASED IN POLYETHYLENE, USE VALUES GiVEN IN SIDE PROPERTY UNE UNLESS OTHERWISE APPROVED BY THE EXISTING PAVEMENT MINIMUM OF 1.5 TIMES THE MAXIMUM PARENTHESES OR INCREASE THE GIVEN VALUE BY A FACTOR WATER DEPT. WHICH SHALL BE BURIED APPROXIMATELY 3" FROM MAIN TO SERVICE -� CONCRETE 2' ABOVE OF 1.5. BELOW FINAL GRADE AND SHALL BE CLEARLY MARKED WITH A PAVEMENT BUILDING HEIGHT FROM ANY BUILDNG OR 2" X 2" X 3" STAKE WiTH THE TOP PAINTED BLUE AND MARKED THRUST COLLAR IN ACCORDANCE STRUCTURE. TO BE COMPLETED BY THE ENGINEER. WITH THE NUMBER OF THE LOT(S) TO BE SERVED. 90" MJ BEND (2 REQUIRED) 4. ALL WATER MAINS SHALL BE EITHER BLACK OR BLUE AND SHALL WITH STANDARD DRAWING AN PLANS PIPE S PPORTS °4 BE MARKED WITH EITHER A BLUE STAKE OR SERVICE BOX APPROVED BY THE COUNTY �2 REQUIRED) Y 5. WATER SERVICE PIPING SHALL BE ENDOT ENDOPURE 1" (2 REQ D) AlRESTRAINED PIPE TABLE. POLYETHYLENE TUBING (BLUE WITH UV PROTECTION SDR 9) NOTES: IS' CAST IRON WITH CORPORATION STOPS. ' VALVE COVER BOX (M. 104) 6. POLYETHYLENE SERVICE LINES MUST BE IN ACCORDANCE 1. METER ASSEMBLY SHALL BE SUPPLIED BY ORANGE COUNTY, AND INSTALLED BY THE CONTRACTOR. 4° CAST IRON RISER WITH AWWA C901. 2. THE CONTRACTOR SHALL CONTACT THE UTILITIES INSPECTOR FOR EXACT ASSEMBLY LENGTH AND HEIGHT ABOVE THE SLAB. ALL PIPE FITTINGS AND APPURTENANCES SHALL BE INSTALLED BY THE CONTRACTOR. WATER SERVICE CONNECTION DETAILS 3. ALL ABOVE GROUND PIPE SHALL BE FLANGED DUCTILE IRON, DOUBLE DETECTOR CHECK VALVE ASSEMBLY W,/ BYPASS METER HYDRANT & F.D.C. CLEARANCE DETAIL TRAFFIC BEARING CLEANOUFEE -1 11 0 z 0 ® •. o y` 0 c En 0 0 M 0 0 w a a a p<pyy v, ® 14 a a: Q o 5 � � cti aveea O O U Ed z 10Cz z p <Z z �p4 W N O 20X � � �CC A z vw0qvmum 3 �r Z z Q cc W U • rr •< • i u`. DRAWN: LoL H C ®L,.E D: DATE: FEBRUA,RY 2007 SCALE: NTS JOB #: 166®4 SHEET #: DRAWN: LoL H C ®L,.E D: DATE: FEBRUA,RY 2007 SCALE: NTS JOB #: 166®4 SHEET #: !i TOOLED EDGES I I 1. NOTES:ALL LETTERS ARE 1" SERIES "C", PER MUTCO. 7�8 ° RADIUS 1/8 B" 5" Max. _, zo 2. TOP PORTION OF SIGN SHALL HAVE REFLECTORIZED (ENGINEERING a a - / "�--•-- —"" "• —° „ GRADE BLUE BACKGROUND WITH WHITE REFLECTORIZED LEGEND ° C,� °- °d Joint Seal Cast Or Rubbed CDT' 6a Min. AND BORDER. '' . ' •. .. - . - - a : - • .' - < ° _ � � � ,� �(r 3. BOTTOM PORTION OF SIGN SHALL HAVE A REFLECTORIZED (ENGINEERING ° ° d' �4� ---• GRADE) WHITE BACKGROUND WITH BLACK OPAQUE LEGEND & BORDER. : ° a . a - VARIES Depth Of Sawcut to x $, I g„ 4. ONE (1) SIGN REQUIRED FOR EACH PARKING SPACE. 4 ° y c N i O 5Or 5. INSTALLATION HEIGHT OF SIGN SHALL BE IN ACCORDANCE WITH " 3 MFn. -9 g� v Or 1/4" Pitch SECTION 24-23 OF THE MANUAL ON UNIFORM TRAFFIC CONTROL 4 THICK _ �� 3/4 Optional DEMCES 6. A S SBLEMPARKING SIGN SHALL BE PLACED 7' ABOVE THE CONTRACTION " ConC. Pavt. 0� - - TYPE F GROUND PER SECTION 11-4.3 FBC 2004. JOINT( Exp. Joint And N`� ,� " When used on high side of roadways, the cross slope of the Preformed Joint Filler ,_ 8 Min. 9 Max. _, M.T.S. GENERAL NOTES r gutter shall match the cross slope of the adjacent pavement. i i eI, , ` 1. For curb,gutter.and curb and gutter provide on ethllkness of the lip shall be 6, unless otherwise shown 1/2 "I- I --I plans. F � � _ � � - • � joints at !0' centers (Max.). Contraction joints adjacent to concrete CONCRETE WALK AT 3,000 P.S.L; pavement on tangents and flat curves are to match the pavement GENERAL NOTES o . ° WOOD FLOAT FINISH, SAW CUT joints, with intermediate joints not to exceed 10' centers. 1, For curb utter,and curb and utter provide " ,9 g p - J# contraction CONTRACTION JOINTS AT Curb.gutter and curb & gutter expansion joints shall be located In 6' _ �0► joints of l0' centers fmax.). Contraction Joints adjacent to concrete 5' O.C. MIN. EXPANSION JOINTS COMPACTED SUBGRADE accordance with Section 520 of the standard speclflcatJons. a �) < .. AT 20' O.C. MIN. 12"(t pavement on tangents and flat curves are to match the pavement 2. Ends of Curbs Types B and D shall transition from full to zero -"� f'-2" Min• joints, with intermediate joints not to exceed /0 centers. '0 heights /n 3 feet. 3 Max. Curb,gutter and curb & gutter expansion joints shall be located In ��BKO�IG ®Y PREMOULDED J. For use adjacent to concrete or flexible pavement, concrete shown. accordance with Section 520 of the standard specifications. JOINT MA TE•RIAL Expansion joint, preformed joint filler and joint seal are required ®O�ABLED between curbs and concrete pavement only, see diagram right. No. 5 Bars, 18" Long 2. Ends of Curbs Types 8 and D shall transition from full to zero EXPANSION JOINT E SIDEWALK DETAIL (To Per Guard) heights in 3 feet. ®N�,Y N.T.S. 11 N.T.S. � FDOT TYPE "D'* CURB DETAIL 11 CONCRETE BUMPER GUARD M TYPE F CURB CONCRETE JOINT DETAIL ! 11 N.T.S. 8 N.T.S. 11 N . T. S. 11 N.T.S. tY� R �rf/W { 6' LONG, 12" THICK WHITE THERMO-PLASTIC CROSSWALK IYQ STRIPING a ALL TRAFFIC SIGNS SHALL COMPLY NOTES: WITH THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES. ©O [>n O 1. ALL TRAFFIC SIGNS SHALL COMPLY (� --� (--1 --I3 I-- FACE OF CURB WITH THE MANUAL OF UNIFORM 2. ALL SIGNS SHOULD BE CLEARED OR EDGE OF SIDEWALK TRAFFIC CONTROL DEVICES. OF ANY OBSTRUCTIONS AND BE J. cfl ," 2. STOP SIGNS SHALL BE 30" VISIBLE. 5 SIDEWALK HIGH -INTENSITY STOP SIGNS. 6" VERTICAL CURB Z�� 3. ALL SIGNS SHOULD BE CLEARED g _' - ob OF ANY OBSTRUCTIONS AND BE HANDICAP �' �,�� r 4" PAINTED WHITE VISIBLE. 00 1 ' M 5' l d- RAMP _777 �- STRIPES TYPICAL N--1 STt�P SIGNro DG NOT ENTER SIGN ti- -071 �N.T.S.11 6 CONC S/W N.T.S. -� m- 24" WIDE WHITE THERMO- 30" HIGH -INTENSITY R I - I RJ -1 PLASTIC STOP BAR STOP SIGN 4 4 4 4 20' OF 6" DOUBLE 2 2 YELLOW CENTERLINE STRIPING PARKING STALL STRIPING DETAIL B HANDICAP STRIPING DETAIL p 5'FtJPI�RDSS'6�VALI� DETAIL 11 N . T. S. R 1 - 11 N . T. S , F II ICAP RAMP DETAIL 1. ALL TRAFFIC SIGNS SHALL COMPLY 1 1 N . T, S. 11 N.T.S. WITH THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES. D 2. STOP SIGNS SHALL BE 30" O HIGH -INTENSITY STOP SIGNS. WALL CAP 3 s 1 2" OF ANYNS SHOULD BE CLEARED OBSTRUCTTIONS AND BE N STEEL BALLARD '�� � -!-, r`- - „ VISIBLE. o �_ 6" CONC. SLAB d ¢ Of Grate - 4 �lij! HALF SECTION CAST IRON GRATES'` T.I I. /r j I_ 1, •�r a' 8" Ll REINFORCED W/ 6 x 6 6/6 WWF " 1" KNOCK OUT BLOCK WATH 2a 4r 1 lei COLT, IN TOP ® RE PERT. GROUTED SOLID Omff CENTERED IN WALL —HOOK 12" • • : INCCIRNERS AND ENDSTO KNOCK OUT WALLS R 3 OCK AT - 9 a so TYPE E PLAN �'-• .,�r '��,� \\//\\���� 'n M o CONCRETE BLOCK MASONRY WALL WTH STUCCO, WALLS ARE TO w[e�Jp/h^t�►9/&5 Lt�s/�p 4 j\\/�� m to BE PAINTED TO MA104 THE CASTApprox. CAST /� IRON VllA TE a PRIMARY BUILDINGS Chi SITE. /� �q�� STOP SIGN V� 3 -O' 1, 51 s" 6" 6" CONCRETE 0 N _ 2 RIGHT TURN ONLY ® LOCATE arL" EsVERTICAL t Crete: i` >�>� n�IrAn. G saME IN BAR 11 N . T. S. a E" Cl• Eye Bolts N.T.S. N . ; Ls SCE Index 201 �•. DUMPSTER NOTE: I 0 LYrs. DUMPSTER WALL MATERIAL AND DETAILS SHALL BE DUPLICATIVE OF THE PRINCIPAL STRUCTURE. ,- d �` �..MY ,¢ TOP OF SLAB SECTION <,'. '•-':.-{ :. -• .:.�. - 4 :. TYPE E BLACK METAL GATES ARE REQUIRED ON DUMPSTERS TYPE E Recommended Maximum Pipe Size; Straight Bars ex" 3'-0" Wall-24' Pipe 4'-6° Wall-42° Pipe 12" 12" 12" 2 #5 CONTINUOUS Retkrlilne Bars i� x Bonds l�,`x" Approx. Weight 215 Lbs STEEL GRATE g$`®N A`A GENERAL NOTES N.T.S. h These Inlets are suitable for bicycle and pedestrian areas and are to be used In ditches, �' medians and other areas subject to Infrequent traffic loadings but are not to be placed 6' CONC. BLOCK MASONRY W/STUCCO, FILL ALL In areas subject to any henry wheel loods CELLS, #5 REBAR At CORNERS & CENTER OF 2- Inlets subject to minimal debris should be constructed without slots. Where debris Is a BACK WALL, & TIE BEAM W/ WALL CAP ON TOP. W problem Inlets should be constructed with slots. Slotted Inlets located within roadway to 4' 4' 4' 4' 4' 4' m clear zones and In areas accessible pedestrians shall have traversable slots. The 4'-6" a 3'-0" traversable slot modifiootlon is not adaptable to Inlet Type H. Slots may be constructed 1 at either or both ends as shown on plans. 12' MIN. INSIDE — 3. Steel grates are to be used on all Inlets where bloyole traffic Is ant/olpated. Steel grates a a f, Q' 4' 4' are to be used on all Inlets with traversable slots. Either cost lmn or steel grates may beIf ei used on Inlets without slots where bicycle traffic IS not anticJpated. Either oast Iron or 24 INSIDE steel grates may be used on all Inlets with non -traversable slots. Subject to the selection a �: described above, when Alternate G grate is speoifled in the plans. either the steel grate, ¢ = hot dipped galvanized after fabrloatlon, or the cost iron grate may be used, unless the w W v 5-6" STEEL 0. pW- n plans stipulate the particular type. v� BOLLARDS ti z e„ 6,-p„ 8" s i , ,- 8' 3 �` 8" 4. Recommended maximum pipe sizes shown are for concrete pipe. Plpe sizes larger than a O ' 4� d q r a a- A —A Unless Otherwise 'n unless Otherwise those recommended must be checked for fit. : . a4 a A A N 2-6 STEEL 11 Shown On Plans Shown On Pons 5. All exposed corners and edges of concrete are to be chamfered !': �, q a. P 19 �-- BALLARD - 6. Pavement to be used on Inlets without slots and Inlets with non -traversable slots only 6 when called for In the plans; but required on oil traversable slot Inlets. Cost to be ° ' v NOTE; Alt. B Structure Bottom Only. See Detail No. 200 Included In controot un/t price for Inlets. Quantities shown are for Information only, 6" CONC SLAB STRUCTURE BOTTOM FOR INLET TYPE E 7• Traversable slots constructed In existing inlets shall be paid for as Inlets partial, W/ 6x6 WWF o DOUBLE SWING GALES and shall Include the Bost for slot openings, pavtes ing and any required replacement grams. OL DRILL HOLES IN CONCRETE J 6CONC SLAB " 8. Sodding to be used on all Inlets not located In paved areas and paid for under contrast FOR GAPE STOP HOLDERS (n DRILL HOLES IN CONCRETE FOR GATE STOP HOLDERS W/ 6x6 WWF DOUBLE GALE unit price for Sodding Sy. 9 For supplementary details see Detall No. M. I F.D.O.T. TYPE E INLET I DRILL HOLES IN CONCRETE 1 1 (TRAFFIC BEARING) DUMPSTER, PAT) / EN I! I.UST� RE FOR GATE STOP HOLDERS N.T.S. C100- U z W cn 0 UJ 0 IY ~ w IC n W CL n n m w W Q F Z co C= a:" t�A Fo �+ a 3 I c • 5 ® ZCD ao o AAk CL 2 Q [J) Z 0 U V- (.) o Z Zul dim ffv-">a�'� VAN z����$ o tu C �� N c�Ic ��C 0 4 MEN �Q> 0010. V- a %0 30 le. 3 4 W Z Z � 3Ks cc 2 W w 0 s U cc ., �. L' DR.e LLH C ®C�K�ED: DATE: FEBRUARY 2007 SCALE: NT$ JOB #: 16904 SHEET #: 5' CONIC SIDEWALK m U 0 w U U- 2% MAX MAX _I'iI �IIII� t- 18' PARKING STALL A 62' 24' DRIVE AISLE MINIMUM 1.5" TYPE S-3 ASPHALT. PARKING STALL 6" TYPE "D' CURB (TYP) ---- MIN-., %—iiIII m cr v w 0 w U U- 5' MIN CONIC SIDEWALK 6" LIMEROCK BASE (LBR 100) AND COMPACTED TO A MIN. DENSITY OF 95% FBV 50 PSI OF THE MODIFIED PROCTOR MAX. DRY DENSITY 12" STABILIZED SUBGRADE ( ) PER AASHTO T-180 AND COMPACTED TO A MINIMUM DENSITY OF 95% OF THE MODIFIED PROCTOR MAX. DENSITY (AASHTO T-180) TYPICAL PARKING/DRIVEWAY SECTION N.T.S. m 135.5' U _� U 0 24' DRIVE AISLE 36' HEAD -IN PARKING 24' DRIVE AISLE 18' �I PARKING STALL LANDSCAP 24' DRIVE AISLE ) o w 14 6" TYPE "D" I,, U 2% MAX. MINIMUM CURB (TYP) _., 1.5" TYPE S-3 MIN..130 _ ASPHALT -�---" _ . MIN1% MIN, I_I ,..19'�'� MIN. (- 6" LIMEROCK BASE (LBR 100) AND COMPACTED TO A MIN. DENSITY OF 95% OF THE MODIFIED PROCTOR MAX, DRY DENSITY 12" STABILIZED SUBGRADE '(FBV 50 PSI) PER AASHTO T-180 AND COMPACTED TO A MINIMUM DENSITY OF 95% OF THE MODIFIED PROCTOR MAX. DENSITY (AASHTO T-180) 0 Q TYPICAL PARKING/DRIVEWAY SECTION 12 N.T.S. w 106' U © 20' PARKING STALL 24' DRIVE AISLE 20' PARKING STALL 24' DRIVE ISLE 18' PARKING STAL' w U 4 �'- 5' CONC SIDEWALK 6" TYPE "D"--N 27* MAX. MINIMUM CURB (TYP) 1.5" TYPE S-3 ---TASPHALT ...._..•------ MIN. 1% 6" LIMEROCK BASE (LBR 100) AND COMPACTED TO A MIN. DENSITY OF 95% 12" STABILIZED SUBGRADE (FBV 50 PSI) OF THE MODIFIED PROCTOR MAX. DRY DENSITY AND COMPACTED TO A MINIMUM PER AASHTO T-180 N DENSITY OF 95% OF THE MODIFIED PROCTOR MAX. DENSITY (AASHTO T 180) TYPICAL PARKING/DRIVEWAY SECTION N.T.S. a 106' > 0 rn 0 rn 18' PARKING STALL 24' DRIVE AISLE 20' PARKING STALL 24' DRIVE AISLE 20' PARKING STALL n C n C OD ' 5CONIC SIDEWALK 6" TYPE "D" 2% MAX. CURB (TYP) MINIMUM 1.5" TYPE S-3 MIN..19C.-----_ _.. ASPHALT MIN. 1% 6" LIMEROCK BASE (LBR 100) AND COMPACTED TO A MIN. DENSITY OF 95% OF THE MODIFIED PROCTOR MAX. DRY DENSITY 12" STABILIZED SUBGRADE (FBV 50 PSI) PER AASHTO T-180 AND COMPACTED TO A MINIMUM DENSITY OF 95% OF THE MODIFIED PROCTOR MAX. DENSITY (AASHTO T-180) ATYPICAL PARKING/DRIVEWAY SECTION N.T.S. P.O. DRAB K D 2D75a' USA DR#2000_83 a Victor Stanley, Inc. �� h .���,,, ey , PG 1 OF 1 101 Wicated components are sted shot- CADD Department VIEWS 3 � �ttrossttdcall pow��-'coal tied t� PRODUCT SPECIFICATIONS DRAIN R.D.N. REV. 318 04 wM Tic 00'r Powder cgs' PRAIRIE SERIES 60-1/2 BK— Ah dunenswn5 17 11 Standard Permanent Mount fRI�VT I�EW �s° Recommended are In filches For your convenience and economy this heat bike rack is dipped fully assembled --� -� ** BIKE RACK IS TO BE PAINTED BLACK ** All specikaitions ore sub' t to Concrete foo* Rease contac 24 58-1/8'4alter to canter site accord�Ig for detak10 to local soll condit'wns PERSP ffif UNDER WEN 2-3/8' O.D. Wor sted A sted anchor tab i5 Wed to the bottom of Copt 2004 each leg to hdp segue Victor Staley, kc. the assembly un the AVi R10h Rese W concrete footing op T BK-3 �2PRAIRE SERIES'- BIKE RACK VI TOR INC. Pa owulel 330 - DU W IID 2W USA is giew1Mi N_L8 ) 368 ?513 (115i1 dt CM) 2r IIEL (m) - FAX (410j 251-7M ** BENCH IS TO BE NrrP:i/w11L,�ctaatNt�roal ......��� ..K ** FWff 1E M ARE Pal9ED UWK A Aff Mw ROM 'Amw -_--:�'" ;• :Lill al:'r" •h.�,�,�,�,���,�,�,r'�'�,�`�.�,�.�,�.�,�,o.�,�,�.�,�.�.�. •i 1, YIi i'h � P: ', r, a� Ir L ! '•I : va : r a• PI ' L.i , • I r, 1 P n 1 r,a ".a ,;, , , ♦t;. ii•'1 I 1:' PI it '1 ,� : 'I I:' Pt I ` '•fI � P :1 � 1 7aPl : 1:1 I I � P 1' ;.L ;-.:. P �. •P 1' "J I �� 1 i ,i. ; . P a, I I ' ri :'I'. ' 1 P:' u C :, ,L`'�,,,r fir• ':r•' it , '1 P P, •,' , \ . , 1 ',I •LI i , tl' ',� ,Li. �I' 'ia•',il (2)w SU PA WAN 0 - MW ND 90 USA �(3o! tt ffE- FAX 0 25 �l to SI1E NiIP://NMMVN',tr YOQD N PNW 15 CM BY U PAIN N7A63 TRASH RECIPROCAL IS TO BE PAINTED BLACK ** am RMSIT Go am in (4) WIN FE INOI � 30QLT ME A 31T am AWiIAFNE OW S: POw o0A1M6 Ski 11IY to SrN m CaIMSI; (N5t01 mots "IANG N RN. RNO ID IS SM Mtn Wit MAE) 60MIZID Snit. NRC M WE. ME IS Crl U PIA M rt DECALS UVID On ATIAgW BRAQM IN UM 11 RM AYWM 11111 STFfL PLIkQIES IN YA om us AID t0S P0i!(E SEIL9AIE w1I. 01= OEONS SrANO011111 TAPIR F11 M ID: APA N MIN O}~10W. 5-2A MO DOME {AS SNOMIj, $YA Full 001E 0 SIATI M SI® ONY, AID I>5 a Rw OK MDII SflF-tLm DOOR 11. WAIN TTDT'O SGYE. 00 Nor W 0RAWK 2 All FAt1I1CAiE0 IIErK. 60IBaEitiS AW SIIEI, MM, EM PN0 WIM PTB01% M 11=11jIGYI.Y Pofl08t-0 9 IM TC1G PO11E51ffl< POW 01M PRODUCTS AIIE MLY otEAIEO AID PlMIA WAD W IDIn1FD MIUE VIDMIZION W OMIN fill OEM A1E'ORlI f111I,Y = T OQA1W WINIFFi4CR W MAW 1IE 11N of TITS B,1l10 RE COAT AVfR O 0-10I1115 (W2% 1=4 MS > STAMEY, W. PR1bUCr lA15r E KwAn11.Y AfFD®TO lIE 11M MIT =LOGY. OODES FOR tllY#1AM 4. ANW 101TS NOT PROVWOFD By MC>r1R SrI w, W. 5 RR 0 SALT ATI W CIAU111% 0W NAM ffK P011EIt 01111110 6 AYAIAOIE, SEE W1W MiCATiptS f0R DEI'ATIS, G AIL SPEC�ARaIS AlE SIDECT TO CNNIl;E odlTACt YAMIFACOlIiER soli OLTAIS 7. 1NIS PIIDD11Cr S SIMPED RtI.Y AS'S71�ED. m RB-36 12 $DIES JB SM 9IOMt OPOR S-2A2A MG DOZE tD o0PYM01T 2006 5TNIlY, IIG AIL 11 m we 0. 7/13,t WADI CU 2WO2 low M _ � � U `'t O w w m � r A N ¢ O z 0 o U 0 M U Ic a a Y_ °0 w a cn z N I --a z C v m + C'd z- L Li Q: z W L azi o � � Cn 08 z V WV-v (3 z Ic w ��0 C "j aj O 4:,e0A 0 z � !` cc ®v 3 a O smogTMa Z z Lj 0 U s v I 77 �L 3 PUMP NJ NJ A. DRAWN: LLH CHECKED: DLE DATE: FEBRUARYs, 2007 Al . am a -:-o V so u IN: I mmwo a 49 m) Ll CUR8 /NLE T GRAT - A T EP-128,59 m,E1i:y —i?r nSZ 0'( 'F?(-r ) LEGEND R= 23.00' -- a= 90 `1733" I L--36.25 cmw C-14 44.R w h H 0\tW "" OH\Y OxW � OxVl oN� � - �F oxw ORM f f L 3/4'° P #C-11 Ct PRAY H a //LET =129.00 1 8"RCS') 0 T T' AS SHOW11A .125)0 OF t. jI ,.IVY OTHER 0"W -" OHW OHW GRAPHIC SCALE 10 20 40 ( IN FEET ) 1 inch = 20 ft. CURFE3 1.'L, GRA TE E iE.=1 W LE_=1 [. p 4" 3ww so Q Rain Bird 1804 w/ 5Q PCS-010 Plastic nozzle O Rain Bird 1806 w/ 10F MPR Plastic nozzle ® Rain Bird 1806 w/ 1 OH MPR Plastic nozzle ® Rain Bird 1806 w/ 1OQ MPR Plastic nozzle 6D Rain Bird 1806 w/ 10T MPR Plastic nozzle ® Rain Bird 1806 w/ 12F MPR Plastic nozzle ® Rain Bird 1806 w/ 12H MPR Plastic nozzle ® Rain Bird 1806 w/ 12Q MPR Plastic nozzle ® Rain Bird 1806 w/ 12T MPR Plastic nozzle Rain Bird 1806 w/ 15EST MPR Plastic nozzle Rain Bird 1806 w/ 15F MPR Plastic nozzle Q Rain Bird 1806 w/ 15H MPR Plastic nozzle Q Rain Bird 1806 w/ 15Q MPR Plastic nozzle ® Rain Bird 1806 w/ 15SST MPR Plastic nozzle Q Rain Bird 1806 w/ 15T MPR Plastic nozzle Rain Bird 1806 w/ 8H MPR Plastic nozzle Qj Rain Bird 1806 w/ 8Q MPR Plastic nozzle ❑ Rain Bird 1812 w/ 1OF MPR Plastic nozzle e Rain Bird 1812 w/ 1 OH MPR Plastic nozzle ® Rain Bird 1812 w/ 100 MPR Plastic nozzle ® Rain Bird 1812 w/ 10T MPR Plastic nozzle ® Rain Bird 1812 w/ 12F MPR Plastic nozzle FM Rain Bird 1812 w/ 12H MPR Plastic nozzle ® Rain Bird 1812 w/ 120 MPR Plastic nozzle ® Rain Bird 1812 w/ 12T MPR Plastic nozzle ® Rain Bird 1812 w/ 12TQ MPR Plastic nozzle ® Rain Bird 1812 w/ 15CST MPR Plastic nozzle Rain Bird 1812 w/ 15EST MPR Plastic nozzle n Rain Bird 1812 w/ 15F MPR Plastic nozzle i Rain Bird 1812 w/ 15H MPR Plastic nozzle O Rain Bird 1812 w/ 15Q MPR Plastic nozzle Rain Bird 1812 w/ 15SST MPR Plastic nozzle i Rain Bird 1812 w/ 15T MPR Plastic nozzle Rain Bird 1812 w/ 15TQ MPR Plastic nozzle O Rain Bird 1812 w/ 15TT MPR Plastic nozzle e Rain Bird 1812 w/ 8H MPR Plastic nozzle ® Rain Bird 1812 w/ 8Q MPR Plastic nozzle Rain Bird 5006 Pius PC SAM w/ 1.51-A Nozzle Rain Bird 5006 Plus PC SAM w/ 3.OLA Nozzle Rain Bird 5006 Pius PC SAM w/ 1.5 RC Nozzle Rain Bird 5006 Pius PC SAM w/ 3.0 RC Nozzle Rain Bird 100-PGA 1" Valve QRain Bird 150-PGA 1-1/2" Valve ® © Point -of -Connection - 50 GPM @ 55 PSI Rrquired Rain Bird ESP-MC24 Controller W/ PED-DD16 Pedestal & Mini-Ciik Rain Switch ®-- Class 200 PVC Zone Pipe Routing ® 3" Class 200 PVC Main Line Routing X- Schedule 40 PVC Sleeve Location -1�2�� Valve Programming, Nominal Gallonage and Size c, cv � o cc lu u Z cc un am DRAWN: CHECKED: US DATE: SCALE: 1"=20' JOB #: SHEET #: E vl-. u i R =ci; �. a: IM u o 0 DRAWN: .01 KJ$ CHECKED: KJ$ DATE: SCALE: y 1"a20' o J JOB #: cn 16504 3 a SHEET #: -o 0 0 v 0 t a w c0 ^ e 9in 0 DIF 6 SHEET$ CURB INLET LEGEND CURB INLET GRATE AT EP-131. 84 'RA--E AT c = 13 v'. 1 E i — 127.05 ()B " R (; P) Q Rain Bird 1804 w/ 5Q PCS-010 Plastic nozzle E 1E. =126. 41 {'18"RCP �f� IE. _ 1 27. as r1" RCP) O Rain Bird 1806 w/ 10F MPR Plastic nozzle 1 JLE-IF Vk/ T EF=13aa� � lE, =126, 42 (18" R . a Rain Bird 1806 w/ 10H MPR Plastic nozzle 1 5. 76 (1 �J R('-'R) `7, 6 ? �� RCP) / ( ® Rain Bird 1806 w/ 10Q MPR Plastic nozzle 1[4Rain Bird 1806 w/ 10T MPR Plastic nozzle -` Rain Bird 1806 w/ 12F MPR Plastic nozzle i Rain Bird 1806 wl 12H MPR Plastic nozzle �_ ,�• � .-___,_ ..�_ .._._._____ O Rain Bird 1806 w/ 12Q MPR Plastic nozzle %11 li,' ��® Rain Bird 1806 w/ 12T MPR Plastic nozzle ryry�� Rain Bird 1806 w/ 15EST MPR Plastic nozzle Rain Bird 1806 w/ 15F MPR Plastic nozzle Rain Bird 1806 w/ 15H MPR Plastic nozzle A1 VIRain Bird 1806 w/ 150 MPR Plastic nozzle ____--- -- --------- - 0 _ - I -_ D-11 , , - Rain Bird 1806 w/ 15SST MPR Plastic nozzle 'T 44.4 --_ .�__.. ___.__ (- U TU I� E R �U S�_ -1/2" 1-1 /2" -1 /2" 1-1 J2° L 45.9 ,___.____ • FIRE HYDRANT _ Q Rain Bird 1806 w/ 15T MPR Plastic nozzle �������,.� - - — - - ® Rain Bird 1806 w/ 8H MPR Plastic nozzle N-- P. _.VllOHVI OHw -"_oHW GIt1V 014WOHW OHW Omw _.v.:tw my _-_�__._._. OHW ..._"OH" — :tlw ..—..I�— Ox`A__ C IDS _.,.....�.-.--. OHW __'_Oxw "—` OHW —_._ _,_-_�_... OHW--_-_.--._- CHW unu —oxv.� — �' ' FUTURE REUSE LINE � Rain Bird 1806 w/ 8Q MPR Plastic nozzle N_89°55'55"E_227. 6' _ _ �_ P PRQVIDED BY KEY ISLE APTS. ❑ Rain Bird 1812 w/ I OF MPR Plastic nozzle OItW OWN OHw „ OHN OHW '—'"—'--' OHW OHW OHW �'"' OHW --"-- A _ 014%. ^'- '-x0HW A" �— 09W T — OHOHW t -"—' 01tV! OHW OHty a Y OHC: 1 \ OHW. OHW- s�"'- Oit�a.y�—^ C+: _ �■■ i _ ® Rain Bird 1812 w/ 10H MPR Plastic nozzle ® Rain Bird 1812 w/ 10Q MPR Plastic nozzle 2" �' O a „ (6)N L E — -- — --- - - -- ® Rain Bird 1812 w/ 10T MPR Plastic nozzle 4 -®` ; . L O Rain Bird 1812 w/ 12F MPR Plastic nozzle arF �— - d _ _ d_ p. -- LNNEci TO REUSE „ "�"� �„ j" 1• 1 1 1„ ® Rain Bird 1812 w/ 12H MPR Plastic nozzle 1 1 1 1 1 I B®UT. f —_ • ___ _ _ ___ _ ___ _ __ __ _ _ __ __ _ __ ___ __ _ __-_ _ _ _� �_ _ _ __ _ �_' _- ___ — _- ®-� SWE EER �-P ® Rain Bird 1812 w/ 120 MPR Plastic nozzle ( r,{ ° -•' ° � '" M @ 55 PSI \ ® Rain Bird 1812 w/ 12T MPR Plastic nozzle i1tE0 I RED AT POC \ -n- Rain Bird 1812 w/ 12TQ MPR Plastic nozzle aafiR Rain Bird 1812 w/ 15CST MPR Plastic nozzle d ® Rain Bird 1812 w/ 15EST MPR Plastic nozzle A {j ij a Rain Bird 1812 w/ 15F MPR Plastic nozzle d :•: 3■■ e d q j 1 [[�] Rain Bird 1812 w/ 15H MPR Plastic nozzle go of OG (2) 30W +ate v7 ' i , C2 3 1 Rain Bird 1812 w/ 15Q MPR Plastic nozzle . • : 4.4 v" a e4� 1 4„ Q■■ __ ° — ° a d ° ( I / 4-u sm Rain Bird 1812 w/ 15SST MPR Plastic nozzle v _ Rain Bird 1812 w/ 15T MPR Plastic nozzle _„ n a v 6 „• „° }c w ■■ a. , 1 ' 1 e 1 1° a {' j'. i ■■ b j O we °° '� q.. ,(,•� •1 - a t i� 1 11 e a - .w A :° i a a - s� h To low (2)3 ANQ 2)3 3f Rain Bird 1812 w/ 15TQ MPR Plastic nozzle � . ` 0 (2) p 1 i _� ALL RISERS ARE TO BE O ( � O � � ��� � � Q Rain Bird 1812 w/ 15TT MPR Plastic nozzle W PAINTED BLACK EXCEPT Z FOR THE BOTTOM 12 i : e.. �, a � „ I � - . � � F3 Rain Bird 1812 w/ 8H MPR Plastic nozzle LEAVE THE BOTTOM 12 ': v : ' 114 i 1 _1 � � ® Rain Bird 1812 w/ 8Q MPR Plastic nozzle Za ° 4 OF ALL RISERS WITH THE 1 _ �`` � � Rain Bird 5006 Pius PC SAM w/ 1.51 A Nozzle I� 3e® (3) 39W ()3®e PURPLE PIPE EXPOSED. ___j a 1 2„ 2• 1 �, �.E Rain Bird 5006 Plus PC SAM w/ 3.01A Nozzle Rain Bird 5006 Plus. PC SAM w/ 1.5 RC Nozzle I U E■r Rain Bird 5006 Plus PC SAM w/ 3.0 RC Nozzle C � (2) 3®* o EER I! D 13 Rain Bird 100-PGA 1" Valve 46.1Ln Rain Bird 150-PGA 1-1/2 Valve D-6 D-7 D-8 D-9■■ 46.3 46.3 46.2. 46.2 �� _ �fi+� 'Point -of -Connection - 50 GPM @ 55 PSI Rrquired 1-1/2" 1-1/z" 1-1/z" -1/2" (2) °.. A' �! I C a - 1 Rain Bird ESP-MC24 Controller W/ PED-DD16 D-4 D-5 °i / Pedestal & Mini-Clik Rain Switch 45.0 46.3 ®- -•�• Class 200 PVC Zone Pipe Routing p \ 1 1 ( 3" Class 200 PVC Main Line Routing 4 1 lqT Ell i X_ # Schedule 40 PVC Sleeve Location ' l _ #.# qT 1„ 2« r 1 „ 1" ,„ _'___ (2) 3■■ a� .eI.. ( �'® ! -1J2 Valve Programming, Nominal ,,, _ _ _ Gallonage and Size GRAPHIC SCALE ( IN FEET ) 1 inch = 20 ft. G o � 2 0 DRAWN: KJS CHKJS ECKED. DATE: a P RIL 20 7 SCALE: N T"=20' JOB #: 16504 3 0 SHEET #: m ro a 3 O ro N I O O m O i 9 d MATCHLINE SEE SHEET IR3 � � a LEGEND ee „ 3 , I 0 Rain Bird 1804 w/ 5Q PCS-010 Plastic nozzle ee r O Rain Bird 1806 w/ 10F MPR Plastic nozzle 0 I� 2" -14 O Rain Bird 1806 wJ 10H MPR Plastic nozzle 2" 45.5® Rain Bird 1806 w/ 10Q MPR Plastic nozzle o i � Rain Bird 1806 wJ 10T MPR Plastic nozzle (2)3 El we (2) .e 0 Rain Bird 1806 w/ 12F MPR Plastic nozzle ee ( 2) 3 3 s , i ," 15 Rain Bird 1.806 w/ 12H MPR Plastic nozzle ".4 Rain Bird 1806 w112Q MPR Plastic nozzle -Rain Bird 1806 wJ 12T MPR Plastic nozzle \ r „ b 1 ? ©' , D 3 Rain Bird 1806 w/ 15EST MPR Plastic nozzle 3:- 0 0 0 j r r " ee ■o ee (2) See 1- (2) Sae i' � r (2) 3®® O ���� 3e, - �2! 3° � , 1" " -1/2" Q Rain Bird 1806 w/ 15F MPR Plastic nozzle d Ss 3 (21J _-L�l ! , a2 v `"' (2n c : e--�--- - " -:u`'6 v _.d a : - e_� - • • a . •� ". a �P- 1-' I 1 :� �" - Ya „ �, p _— t 4 f �„ " n. :4••,y r - 1�.•- -•�- .4 - ?. - - 1 .I „Q 41.l1 .d •• d� �. a , .�Q^ _ i' .4•_ �. =--4 - d 8 - �4 _< -:J b(I. - 1 ' 1. } • •°' i 0 Rain Bird 1806 w/ 15H MPR Plastic nozzle I dd e •� '• ? d•q •• " i Q Rain Bird 1$06 w/ 15Q MPR Plastic nozzle •d a'�1 d - -,fie. .e • A, a f " Rain Bird 1806 w/ 15SST MPR Plastic nozzle Ell (2) fee �' 1" D_16 Rain Bird 1806 w/ 15T MPR Plastic nozzle K d ALL RISERS ARE TO BE PAINTED ' � 43.4 '4. r Rain Bird 1806 w/ 8H MPR Plastic nozzle a BLACK EXCEPT FOR THE BOTTOM ( � of -1/2 a . teem Rain Bird 1806 w/ 8Q MPR Plastic nozzle A LEAVE THE BOTTOM 1 Zee OF ALL _. ❑ Rain Bird 1812 w/ 10F MPR Plastic nozzle RISERS WITH THE PURPLE PIPE I EXPOSE®N ( 8 Rain Bird 1812 w/ 10H MPR Plastic nozzle ® Rain Bird 1812 w/ 10Q MPR Plastic nozzle M j Rain Bird 1812 w! 10T MPR Plastic nozzle 14w --- ' _--- i" I " 9e s . { I _ �" I ® Rain Bird 1812 w/ 12F MPR Plastic nozzle w 12 I I„ 2" I 2 : ° I" " `.` " 1 In Rain Bird 1812 w/ 12H MPR Plastic nozzle __--- 1 r ...� w..-- r „�" 2« ,d'" 2 1" rl ® Rain Bird 1812 w/ 12Q MPR Plastic nozzle ® Rain Bird 1812 w/ 12T MPR Plastic nozzle 10.001, --� Rain Bird 1812 wJ 12TQ MPR Plastic nozzle D-2 16 8 O � 55 4 "-- p I _�� ® Rain Bird 1812 w/ 15CST MPR Plastic nozzle \ L = - .0 -1 I 1 a D-2 - ----�' """ r - /2 CB= 4, 5,8 \� i ® Rain Bird 1812 w/ 15EST MPR Plastic nozzle NEI Rain Bird 1812 w/ 15F MPR Plastic nozzle -22 D-18 nn Rain Bird 1812 w/ 15H MPR Plastic nozzle O Rain Bird 1812 w/ 15Q MPR Plastic nozzle Rain Bird 1812 w/ 15SST MPR Plastic nozzle ✓ �'�� � it � A,, �\ ,V^J_._ G '� � _^4��_�•`�� t �.,,, \ \ Q Rain Bird 1812 wJ 15T MPR Plastic nozzle _ --,_� _ �\ ® Ram Bird 1812 w/ 15TQ MPR Plastic nozzle ...�_�_ .����• \�� O Rain Bird 1812 w/ 15TT MPR Plastic nozzle ��_,!._.-.'----------` �_.__ ____ �"• �. �------..._..M�•`_ -...� '`---'--_\• \'�,`-\ '\� a Rain Bird 1812 wi 8H MPR Plastic nozzle Rain Bird 1812 w/ 8Q MPR Plastic nozzle Rain Bird 5006 Plus PC SAM w/ 1.51-A Nozzle Rain Bird 5006 Plus PC SAM w/ 3.01A Nozzle Rain Bird 5006 Plus PC SAM w/ 1.5 RC Nozzle Rain Bird 5006 Plus PC SAM w/ 3.0 RC Nozzle Rain Bird 100-PGA I" Valve \ � Rain Bird 150-PGA 1-1/2"Valve `\ Point -of -Connection - 50 GPM @ 55 PSI Rrquired FDj Rain Bird ESP-MC24 Controller W/ PED-DD16 \ \ Pedestal & Mini-Clik Rain Switch �, --- --� --� Class 200 PVC Zone Pipe Routing 3" Class 200 PVC Main line Routing \ X- # Schedule 40 PVC Sleeve Location Valve Programming, Nominal Gallonage and Size 20 0 10 GRAPHIC SCALE ( IN FEET ) 1 inch = 20 ft» i gwvft ca C%14 o b INC IL 96 .j INC u IL 10122"A CHECKED: JC:H�t: 1"®' JOB #: 16604 SHEET #: rz F7 PURPLE NOZZLE (PURPLE FOR REUSE) 4, wAll. RAINBIRD 1812 SAM—PRS SPRINKLER • r FINISH GRADE. cc :p PED—DD16 PEDESTAL NET PEDESTAL MOUNTING HEX NUTS • i z- .. (X)HCRETE MAiN SUPPLY, LATERAL MAD! SUPPLY PVC LATERAL WUiiNG o7 PAD IS TD BE 18" X 24" X 6° DEEP AND WIRING �,•• PEDESTAL MOUNTING SCREW sw Mom • •_. .- --SWEEP ELBOW FOR WIRING TO ZONE VALVES jeLAIT SINGLE THROW WWEATHERPROOF • : SWEEP ELBOW FOR POWER WIRES WIRING ERAL '15 AMP SWITCH(MIN. 24" DEEP) IDENTIFIERTAPESIDE INLET {DO NOT USE) PVC CONDUIT TO MAIN LINE • `:�° r • PEDESTAL MOUNTDLG Ti MPLATE ` uj MAINLINE FIER TAPE 1 /2" MARLEX STREET ELL.. `��•yl`• rw♦ •J.• . � • =.. "+' '` 1 /2" MARLEX STREET ELL. °d ELECTRICAL CONDUIT :: ' • «•.: i... NOTE: CONNECT CONTROLLER ,:• IDENTIFIER TAPE .` 1 /2"x $" PVC SCH. 80 NIPPLE. 12OV. POWER LINES • o • .� .• .. OLLIR GROUND . . _•. ; TO A GROUNDING ELEMENT WITH A ` • •=� MAXIMUM RESISTANCE AS IDENTIFIER TAPE v •`" ` r . INSTALL A MINI —CLICK RAIN 1 /2" MARLEX STREET ELL SWITCH AND WIRE INTO RECOMMENDED BYTHIE CONTROLLER •• COMMON WIRE INSTALL RAIN MANUFACTURER AND NOT o "� t;; r•:� •`. MORE THAN 10 OHMS ALL PLASTIC PIPING PVC LATERAL LINE. SWITCH IN LOCATION IN THE WEATHER. • a WIRE PER LOCAL CODES '.I •'.. n' ALL MAIN SUPPLY LINES TO BE • TO BE SNAKED IN NOTE: CONSULT WITH OWNER FOR �TAPE & BUNDLE INSTALLED IN ACCORDANCE VI1H , • TRENCHES AS SHOWN NOTE : CONTRACTOR MAY, AT HIS OPTION, INSTALL A F PRECISE LOCATION INSTALL RAIN SWI70i IN LOCATION WIRING AT 16 INTERVALS MANUF: INSTALLATION SPEgFlCA1IGX+IS ;� .;.� PIECE (22" OR LONGER) OF "FUNNY PIPE"(VIRGIN CONNE CT CONTROLLER GROUND 10 A IN THE WEATHER POLYETHELENE) AND 2 BARB X MW ADAPTERS IN GROUNDINGELEMENT YITH A MAXIMUM INSTALL AMINI-CLICK ,i PVC SCH. $0 TEE LIEU OF THE SWING JOINT SHOWN. RESISTANCE AS RECOMMENDED BY RAIN! SWITCH AND WiRE � � THE CONTROLLER MANUFACTURER IN70 THE COMMON WIRE NO "FLEX PVC" WILL BE ALLOWED. cc�� a GS " SPRAY HEAD AI GRADE D ETAI�NLTS. WALL MOUNT CONTROLLER INSTALLATION 8 PEDESTAL MOUNT CONTR R INSTALLATION PIE AND RE TRENCH C NFIGURATION - ' SCALE: N.T.S. SCALE: N.T.S. - SCALE* N.T.S. •(j) Q) 2 o Oq(ING VALVE BOX . ID ® � (PURPLE LID FOR REUSE) � '~ � � w EQ. EQ. EQ. EQ. EQ. MIN. 36"i ROADWAY SHED GRAD ° o o AUGN EDGE OF VALVE BOX PARALLEL x INSTALL (2) 4 SPRINKLERS WITH FROM CUFt 3M DBY CONNECTORSCIL BLUE TOP HAT NOZZLES PER TRM TO PLANT ROW, IYP. CAP (UNGLUED) EXPANSION COIL zolINSTALL SPRINKLERS WITHIN TREE WATER RETAINING SAUCER. \ \ IRRIGATION VALVE BOX MIN. 30" IF RECLAIMED ALL VALVEVALVE M V! Fy to 45 SHRUB/GROUNDCOVER PLANTING. AREA ABOVE GRADE 45 DEG. TREADED ELBOW PLANT LOCAVOIN (TRIANGULAR SPACING ORr GRAVEL BASE cA 0 0 0 o SINGLE ROW SPACING) INSTALL A BRICK UNDER EACH a OUNNDED SOIL FOR "SAUCER" NOTE ER OF THE VALVE BOX Q) VERIFY ALL VALVE BOX LOCATIONS MIN. 2e TO LAB UAL NE 45 DEG. TREADED ELBOW i` w ROOT BALL NA1H LANDSCAPE ARCHITECT BELOW GRADE T(N�OT SHOWN) '�• •" �� ELBOW (UNGLUED) MADLINE i E` GROUPINGS IN SHRUB/WOUNDCOVER CONDITIONS PLACE CONTROL WIRES UNDER NO VALVE BOXES ARE ALLOWED IN TURF AREAS. PIPING. WHERE POSSIBLE IRRIGATION LINE FROM STOKER Kt.ER ZONE 4o PVC SLEEVE PIPE (SEE IRRIGATION PLANS) S�FI. � NOTE: ALL VALVE AXES SHALL BE MARKED WITH THE CHRISTY I.D. TAGS OR SUBSiiTUTi CCEPTABCE J 4 TREE PRIMK ER LOC TION TYPICAL VALVE BOX GROUPING X SLEEVE DETAAL . 0 E VALVE INSTAL ATION SCALE: N.T.S. SC N.T.S.° SCALE: 1 s 1°-0" SCALE: N.T.S. ® o c lc IL WALL OR STRUCTURE PURPLE NOZZLE PURPLE POP-UP ROTOR OR ENE oc (PURPLE FOR REUSE) SPRAY HEAD NOZZLE NOTE: INSTALL TOP OF HEAD (THIS IS NOT TO INCLUDE POP-UP PORTION) RAINBIRD 1806 SAM-PRS SPRINKLER 2" MIN TO MATCH SURROUNDING PUNT MATERIAL, SEE LANDSCAPE PLANS AND PLANT LIST FINISH GRADE. PURPLE NOZZLE SIDE INLET (00 NOT USE) ROTOR POP-UP HEAD FLUSH WITH GRADE & 2" MIN. FROM HARDSCAPE �s o FINISH GRADE. TWO (2) STAINLESS STEEL HOSE CLAMPS �, :�°' �°. �' • 1/2" MARLEX STREET ELL PVC SCH. 40 RISER, (BOTTOM IV UNPAINTED). 1/2 ON SPRAYS, 3/4" ON ROTORS a a� as a aaa aaa '� —1/2" MARLEX STREET ELL N V 3/4" MARLEX STREET ELL MULCH MULCH T THRUST BRICKS ARE TO BE CONSTRUCTED WITH 3,000 PSI CONCRETE AT 1/2"x 8" PVC SCH. 80 NIPPLE.-----3/4" MARLEX STREET ELL. 48 HRS. STEEL REINFORCING RODS WILL BE REQUIRED F SURROUNDING Sal. HAS A BEARING VALUE OF LESS THAN 2;000 PSF. THRUST BLOCKS .�:�: ':�":•- :::• -�"T="=''"'-'��""""- aseo a REQUIRED RI ALL VALUE OF AND DIHEC11Ckd CHANGES ON MAIN LINES AND 3/4"x 6" PVC SCH. 80 NIPPLE. O G T 2" AND RG;£RR. NOTE THRUST BLOCK LOCATIONS ON AS -BUILT DRAWINGS 1/2" MARLEX STREET ELL V7� SW>+ ENLARGMENT �I.oWIL Ul ALL PAIN 3/4" MARLEX STREET ELL 1" X 1" STEEL ANGLE, 24° DEPTH1119 II: faLrr°�►.°� PVC LATERAL LINE. PVC LATERAL LINE. ® 0 NOTE : CONTRACTOR MAY, AT HIS OPTION, INSTALL A SEE DETAIL ABOVE 0 r •�,+ p s. a — +e • • •A '°fir. —.. NOTE : CONTRACTOR MAY, AT HIS OPTION' INSTALL A , PIECE (22' OR LONGER) OF "FUNNY PIPE" (VRGIN z a �� • PIECE (27 OR LONGER) OF *FUNNY PIPE" (VIRGIN POLYETHElENE) AND 2 BARB X MAD ADAPTERS IN PVC SCH, 80 ELBOW W z POLVIETHELEN••^ `�. ems- ° PVC St3•I. 80 TEE LIEU OF THE SW LNG JOINT SHOWN. AND 2 BARB X THREAD ADAPTERS IN i � swav � ° LIEU OF THE SLING JOINT SHOWN. PVC SCH. 80 TEE t4 WILLALlDWEO. WIN NO "FLEX PVC" WUl BE ALLOWED. NO "FLEX PVC" LAl17ilAL LINE PVC SCH, 80 NIPPLE, POSITION RISER AT 45' z ° ANGLE 3/4 DIA., MAX 18" LENGTH a 146 OC PVC TEE W/I}READED REDUCER CONNECTION �` m s N THRUST BL CK CONFI URATIONS PAY EA AT GR D DETAIL R TOR . T GRA TO LA RAL T IL SPRAY R0 OR ON RI R TA N SC • N.T.S. SCALE: N.T.S. SCALE: N.T.S. SCALE: E o DRAWN: US CHECKED: IC�1$ DATE: APRIL2007 SCALE: J JOB 1p 16604 ° SHEET: v I 3. 'OO N I v O co co m O PART 1 GENERAL DESCRIPTION FURNISH ALL MATERIALS, LABOR, EQUIPMENT, TOOLS, AND TRANSPORTATION, UNLESS OTHERWISE SPECIFIED, NECESSARY TO PROVIDE AN AUTOMATIC IRRIGATION SYSTEM FOR LANDSCAPE PLANT MATERIALS AND TURF AND MULCH AREAS. APPLICABLE STANDARDS AMERICAN SOCIETY OF AGRICULTURAL ENGINEERS S376.1, "DESIGN, INSTALLATION AND PERFORMANCE OF UNDERGROUND, THERMOPLASTIC IRRIGATION PIPELINES." ASTM D2774, "UNDERGROUND INSTALLATION OF THERMOPLASTIC PRESSURE PIPING." ASTM D1785, POLY (VINYL CHLORIDE) (PVC) PLASTIC PIPE, SCHEDULES 40, 80, AND 120. ASTM D2241 POLY (VINYL CHLORIDE) (PVC) PLASTIC PIPE (SDR-PR). SUBSTITUTIONS WHEREVER BRAND NAMES ARE USED IN THESE SPECIFICATIONS, USE ONLY THE BRAND SPECIFIED. MAKE NO SUBSTITUTIONS AS A PART OF THIS BID PACKAGE. PART 2 -- MATERIALS NON -PRESSURE LATERAL PIPE FURNISH ALL UNDERGROUND PIPING AS PVC EXCEPT FOR THE FLEXIBLE POLYETHYLENE (POLY PIPE) PIPING THAT IS TO BE USED BETWEEN THE LATERALS AND SPRINKLER HEADS. ALL PVC PIPE SHALL BE CL 160 (SDR 26) PVC OR BETTER. (PURPLE PIPE) SLEEVE ALL PIPING UNDER PAVEMENT AND SIDEWALKS IN PVC SLEEVES. SIZE EACH SLEEVE AT LEAST TWICE (2X) THE SIZE OF THE PIPE BEING ROUTED THROUGH IT. INSTALL EACH CONTROL WIRE SLEEVE OF SUFFICIENT SIZE FOR THE REQUIRED NUMBER OF WIRES BEING ROUTED THROUGH IT UNDER THE AREA SPECIFIED. CONSULT WITH THE OWNER OR OWNER'S REPRESENTATIVE FOR THE LOCATION, DEPTH, NUMBER AND SIZE OF ANY AVAILABLE EXISTING SLEEVES. INSTALL ALL ABOVE GROUND PIPE AS D.I.P. OR GALVANIZED PIPE. PAINT ALL ABOVE GROUND PIPE PURPLE TO DENOTE REUSE WATER. FURNISH FLEXIBLE POLYETHYLENE PIPE (POLY PIPE) AS VIRGIN POLYETHYLENE PIPE WITH A MINIMUM OF 5/8" INSIDE DIAMETER IN INDIVIDUAL LENGTHS OF AT LEAST 22" PER PIECE IN ACCORDANCE WITH THE CONSTRUCTION DOCUMENTS. PRESSURIZED MAIN LINE PIPE POLYVINYL CHLORIDE (PVC) PIPE, CLASS 200 GASKETED, AS MANUFACTURED BY JOHN MANSVILLE, WORLD OF PLASTICS, OR APPROVED EQUAL, WILL BE USED ON ALL CONSTANTLY PRESSURIZED MAINLINE UPSTREAM OF INDIVIDUAL ZONE VALVES. PIPE SHALL BE STANDARD DIMENSION RATIO (SDR) 21 OR BETTER CONFORMING TO ASTM D2241 AND ASTM D1784. (PURPLE PIPE) PIPE FITTINGS FOR PVC ZONE PIPE, USE SCHEDULE 40, SOLVENT WELD FITTINGS, MANUFACTURED FROM PVC 12454-B COMPOUND AND TESTED IN ACCORDANCE WITH ASTM D2466, EXCEPT FOR THREADED FITTINGS. FOR THREADED APPLICATIONS, USE SCHEDULE 80 FITTINGS MANUFACTURED FROM PVC 12454- B COMPOUND AND TESTED IN ACCORDANCE WITH ASTM D2467. FOR PRESSURIZED MAINLINE ALL FITTINGS TO BE SOLVENT WELD SCH. 40 PVC. CONNECT ALL "POLY PIPE" AND RISER ASSEMBLIES TO THE IRRIGATION PIPELINE WITH A SCHEDULE 40 TEE, AS DESCRIBED ABOVE, USE SCHEDULE 80 THREADED FITTINGS WHERE THREADED FITTINGS ARE NEEDED: TYPE 1, GRADE 1, ASTM D 2464, AND ASTM F 437 FOR PRESSURE PIPE. ALL FITTINGS SHALL BEAR THE MANUFACTURER'S NAME OR TRADEMARK, MATERIAL DESIGNATION, SIZE, AND APPLICABLE I.P.S. SCHEDULE. SOLVENT CEMENT AND PRIMER USE A MEDIUM OR HEAVY BODY GRAY SOLVENT CEMENT MANUFACTURED IN ACCORDANCE WITH ASTM D2564 AND PRIMER MANUFACTURED IN ACCORDANCE WITH ASTM F656. SPRINKLERS USE RAINBIRD 1806 SERIES 6" POP-UP SPRINKLERS WITH APPROPRIATE NOZZLES AND SCREENS FOR ALL TURF SPRAY HEAD APPLICATIONS. (PURPLE NOZZLES) USE RAINBIRD 1812 SERIES 12" POP-UP SPRINKLERS NTH APPROPRIATE NOZZLES AND SCREENS FOR ALL SHRUB SPRAY HEAD APPLICATIONS. (PURPLE NOZZLES) USE RAINBIRD 5006 SERIES POP-UP SPRINKLERS WITH APPROPRIATE NOZZLES AND SCREENS FOR ALL TURF ROTOR HEAD APPLICATIONS. (PURPLE NOZZLES) USE RAINBIRD 5012 SERIES POP-UP SPRINKLERS WITH APPROPRIATE NOZZLES AND SCREENS FOR ALL SHRUB ROTOR HEAD APPLICATIONS. (PURPLE NOZZLES) USE RAINBIRD 1804 SERIES 4" POP-UP SPRINKLERS WITH APPROPRIATE NOZZLES AND SCREENS FOR ALL TREE SPRAY HEAD APPLICATIONS. (PURPLE NOZZLES) ELECTRIC VALVES USE RAINBIRD PGA SERIES ELECTRIC VALVES FOR ALL APPLICATIONS. INSTALL PRESSURE REGULATION FOR ALL APPLICATIONS. CONTROLLER USE a RAIN BIRD ESP-MC-40 SERIES CONTROLLER FOR THIS SYSTEM. WIRE USE U.F. WIRE APPROVED FOR DIRECT BURIAL UNDERGROUND FOR ALL 24 VAC APPLICATIONS. USE RED #12 AWG WIRE FOR ALL VALVE POWER WIRES. USE WHITE #12 AWG WIRE FOR ALL VALVE COMMON WIRES. USE BLACK #12 AWG WIRE FOR ALL SPARE WIRES. VALVE BOXES USE AMETEK, CARSON OR EQUAL (12" X 18") RECTANGULAR VALVE BOXES FOR ALL APPLICATIONS. (PURPLE LIDS) INSTALL A BRICK UNDER EACH CORNER OF THE VALVE BOX FOR STABILITY POINT OF CONNECTION CONNECT TO THE REUSE STUB -OUT BY OTHERS FOR THE POINT OF CONNECTION. ASSURE THAT 50 GPM 0 55 PSI IS AVAILABLE AT THE POC. SLEEVING COORDINATE THE INSTALLATION OF THE SLEEVING WITH THE OWNER'S REPRESENTATIVE AND THE GENERAL CONTRACTOR. THIS PROCESS WALL BE THE FlRST RESPONSIBILITY AND 1MLL OCCUR BEFORE THE REST OF THE SYSTEM CONSTRUCTION OCCURS. SPLICING MATERIALS USE DBY SPLICE KITS FOR ALL UNDERGROUND WIRE SPLICING APPLICATIONS MATERIAL QUANT111ES VERIFY ALL MATERIAL QUANTITIES BEFORE BIDDING. TESTING MATERIALS PROVIDE ALL MATERIALS NECESSARY FOR THE TESTING OF THE SYSTEM, INCLUDING PUMPS, GENERATORS, HOSES, PIPING, FITTINGS, ETC. ASSURE THAT ALL ITEMS FOR TESTING ARE IN A SAFE AND ACCEPTABLE OPERATING CONDITION. PART 3 - EXECUTION A. GENERAL INSTALL PVC PIPE IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. REVIEW CONSTRUCTION PLANS WITH THE OWNER OR OWNER'S REPRESENTATIVE BEFORE ANY WORK BEGINS. THE CONTRACTOR SHALL CONTACT THE LANDSCAPE ARCHITECT/OWNER PRIOR TO INSTALLATION IF THERE IS ANY DOUBT AS TO HEAD LINE OR ZONE PLACEMENT. INSPECT THE CONSTRUCTION SITE BEFORE ANY WORK BEGINS AND FLAG LOCATIONS OF MAINLINE PIPE, SLEEVES, HEADS AND VALVES FOR REVIEW BY THE LANDSCAPE ARCHITECT/OWNER. FLAGS SHALL BE CLEARLY MARKED OR COLORED TO DESIGNATE THE TYPE OF EQUIPMENT TO BE INSTALLED AT THAT POINT. INSTALLATION SHALL NOT COMMENCE UNTIL THE STAKING/ FLAGGING HAS BEEN APPROVED. COORDINATE THE INSTALLATION OF THE IRRIGATION SYSTEM WITH THE LANDSCAPE CONTRACTOR TO PROVIDE FOR CORRECT APPLICATION OF WATER TO THE PLANT MATERIAL. PIPE TRENCH CONSTRUCTION PROVIDE FOR A MINIMUM DEPTH OF COVER OF 18" FOR ALL MAIN LINE PIPE AND 12" OF COVER FOR ALL ZONE PIPE AS MEASURED FROM FINISHED GRADE. PROVIDE THE MINIMUM DEPTH OF COVER, AS SPECIFIED ABOVE, OVER THE TOP OF THE PIPE BEFORE THE TRENCH IS WHEEL -LOADED. BACK FILL PROVIDE INITIAL BACK FILL MATERIAL THAT IS FINE-GRAINED MATERIAL FREE FROM COMPACTED EARTH GREATER THAN TWO INCHES IN DIAMETER, ROCKS, OR STONES. TAMP THE BACK FILL IN LAYERS NOT TO EXCEED SIX INCHES. LIFT AND COMPACT FIRMLY AROUND THE PIPE AND UP TO AT LEAST SIX INCHES ABOVE THE TOP OF THE PIPE. SUFFICIENTLY MOISTEN THE BACK FILL TO PERMIT THOROUGH COMPACTION UNDER AND ON EACH SIDE OF THE PIPE TO PROVIDE SUPPORT FREE FROM VOIDS. AVOID DEFORMING, DISPLACING, OR DAMAGING PIPE DURING THIS PHASE OF THE OPERATION. ASSURE THAT WHEN FINISHED, THE SOIL COMPACTION EQUALS THE ORIGINAL CONDITION. FITTING AND PIPE CONNECTIONS SQUARE CUT,„l CLEAN AND PRIME ALL JOINTS BEFORE CEMENTING. FULLY ENGAGE ALL JOINTS WHILE CEMENTING. PVC FITTINGS - MAKE ALL SOLVENT WELD JOINTS IN ACCORDANCE WITH ASTM D2855.( PRIME ALL FITTINGS WITH PURPLE PRIMER BEFORE MAKING SOLVENT WELb CONNECTIONS, ALLOW SOLVENT WELDED JOINTS AT LEAST ONE (1) HOU0, TO SET UP BEFORE MOVING OR HANDLING. DO NOT PERMIT WATER IN THE PIPE FOR AT LEAST TWENTY-FOUR HOURS AFTER MAKING A SOLVENT WELD ON THAT PIPE UNLESS RECOMMENDED OTHERWISE BY THE SOLVENT CEMENT MANUFACTURER. SEAL ALL THREADED PVC FITTINGS WITH LIQUID TEFLON EXCEPT SPRINKLER HEADS, ELECTRIC VALVE CONNECTIONS AND SWING JOINTS'. INSTALL ALL OF THESE EXCEPTIONS USING ONE INCH TEFLON TAPE.. FLUSHING PIPELINES FLUSH ALL PIPELINES BEFORE SPRINKLERS ARE INSTALLED. MAINTAIN A MINIMUM PIPS VELOCITY OF THREE FEET PER SECOND AND FLUSH FOR A MINIMUM 11M� OF: T = 2L/3 W�IERE T = TIME IN SECONDS & L = PIPE ,LENGTH IN FEET FROM INLET POINT TO MOST DISTANT POINT IN PIPELINE. J INSTALLING ELECTRIC VALVE CONTROL WIRING INSTALL WIRING IN THE SAME TRENCH AND ALONG THE SAME ROUTE AS, AND UNDERNEATH THE MAIN LINE EXCEPT IN LOCATIONS WHERE THE WIRE WILL PASS UNDER PAVIN',G. AT THOSE LOCATIONS INSTALL THE WIRE INSIDE OF A PVC SLEEVE. INS;`TfALL CONTROL WIRING THROUGH WALLS, FLOORS, AND SLABS IN PVC SLEEVES INSTALL (2) EXTRA WIRES POWER FROM EACH CONTROLLER TO THE FARTHEST VALVE IN EACH DIRECTION OPERATED BY THAT CONTROLLER. TAPE WIRING �' TOGETHER AT INTERVALS OF TEN FEET, USING 1 /4 INCH FIBER REINFORCED NAPE. USE A CONTIWOUS WIRE BETWEEN THE CONTROLLER AND VALVE. MAKE AN EXPANSION LDOP OF A MINIMUM 12 INCHES DIAMETER AT EACH WIRE CONNECTION.11 PROVIDE EXPANSION COILS OF WIRE AT NO MORE THAN 100 FOOT INTERV} LS AND AT EACH DIRECTION CHANGE IN THE WIRE ROUTING. ATTACH PERMANENT MARKINGS AT EACH END OF EACH WIRE TO IDENTIFY IT BY VALVE NUMBER. PROVIDE A SEPARATE POWER WIRE FOR EACH CONTROL VALVE. AUTOMATIC CONTROLLER INSTALLATION LOCATION - VERIFY LOCATION WITH OWNER OR OWNER'S REPRESENTATIVE BEFORE INSTALLATION. VERIFY THAT 'I' SUFFICIENT SLEEVING EXISTS TO ALLOW ROUTING OF THE VALVE WIRING FROM THE CONTROLLER TO EACH VALVE. VALVE INSTA, LATION INSTALL ALL AUTOMATIC ZONE VALVES AND GATE VALVES IN VALVE BOXES. NUMBER EACH ZONE VALVE BOX ON THE UNDERSIDE AND TOPSIDE OF EACH VALVE BOX COVER WITH BLACK WATERPROOF MARKER FOR REFERENCE. INSTALL ANY MAIN LINE ISOLATION VALVES AND QUICK COUPLING VALVES IN VALVE BOXES. INSTALLATION OF ROTARY SPRINKLERS AND SPRAY HEADS. INSTALLATION SCHEDULE - INSTALL SPRAY HEADS AFTER THE SPRINKLER BODY ASSEMBLIES HAVE BEEN CLEANLY FLUSHED. ORIENTATIONI - INSTALL POP-UP UNITS IN A PLUMB POSITION AND FIELD ADJUST SPRINKLER HEADS TO OBTAIN COMPLETE COVERAGE OF IRRIGATED AREA WITH MINIMUM OVER SPRAY ONTO PAVED SURFACES. HEADS ARE TO BE LOCATED ON A MAXIMUM SPACING OF 55% OF THE SPRINKLER COVERAGE DISTANCE AND CLOSER WHERE INDICATED. ADJUST NOZZLE DISTANCE AS NEEDED TO +OVER PLANT MATERIALS AND MINIMIZE OVER SPRAY ON STRUCTURES] AND PAVEMENT. ALIGN POP-UP SPRAY HEADS IN A VERTICAL ORIENTATION! AS SHOWN IN THE DETAILS. LOWERING OFill HEADS AND FINAL ADJUSTMENTS LOWER ALL SPRINKLERS INSTALLED IN LAWN AREAS TO FINISH GRADE WITHIN TEN DAYS FOLLOWING NOTIFICATION BY OWNER. APPLY "SUP R GLUE" TO ALL ADJUSTABLE NOZZLES AFTER THE FINAL ADJUSTMENTS HAVE BEEN MADE TO EACH NOZZLE TO ASSURE THAT THE NOZZLE PATTERN WILL NOT BE ALTERED. AT TIME OF LOWERING HEADS, COMPLETELY CHECK AND ADJUST THE ENTIRE SYSTEM AND11 MAKE ANY REPAIRS THAT ARE NECESSARY TO COMPLETE THE WORK. WHEN NOZZLE CHANGES WILL PROVIDE IMPROVED COVERAGE, MAKE SUCH CHANGES, OR MAKE ARRANGEMENTS WITH THE MANUFACTURER TO HAVE ADJUSTMENTS MADE, AS APPROVED BY THE LANDSCAPE ARCHITECT/OWNER'S REPRESENTATIVE. MAKE CHANGES PRIOR TO PLANTING. MAKE CHANGES OR ADJUSTMENTS TO SYSTEMS WITHOUT ADDITIONAL COST TO THE OW IER. MAKE SUCHADJUSTMENTS AND REPAIRS AS REQUESTED OR NECESSARY FOR ACCEPTANCE, INCLUDING REFLUSHING OF SYSTEM. TESTING PRESSURE TEST THE SYSTEM MAIN LINE BEFORE APPRECIABLY BACKFILLING. PRESSURE TEST THE SYSTEM MAIN LINE, IN THE PRESENCE OF THE OWNER OR OWNER'S REPRESENTATIVE, FOR A PERIOD OF NO LESS THAN FOUR HOURS, CONTINUOUSLY, AT A PRESSURE OF NO LESS THAN 125 PSI WITH NO LEAKS AND ASSURE THAT ANY TESTS OF THE SYSTEM MAIN LINE MEET THE LOCAL COUNTY PLUMBING CODES. IF LEAKAGE OCCURS, REMEDY THE LEAKAGE PROBLEM AND RETEST. REPEAT THIS PROCESS AS MANY TIMES AS NECESSARY UNTIL A SUCCESSFUL TEST IS PERFORMED. INSPECTIONS THE FOLLOWING INSPECTIONS ARE REQUIRED. NOTIFY OWNER OR OWNER'S REPRESENTATIVE IN ADVANCE THAT EACH ITEM IS READY FOR INSPECTION AS INDICATED BELOW: INSPECTION OF FLAGGED UNDERGROUND MAINLINE PIPING, SLEEVES, SPRINKLER AND VALVE LOCATIONS PRIOR TO BEGINNING CONSTRUCTION - NOTIFY 48 HOURS IN ADVANCE. SPRINKLER COVERAGE TEST - NOTIFY 48 HOURS IN ADVANCE. FINAL INSPECTION - NOTIFY 48 HOURS IN ADVANCE. COVERAGE TESTS - CONDUCT SPRINKLER COVERAGE TESTS UNDER NORMAL OPERATING PRESSURE CONDITIONS BEFORE ANY GROUND COVER OR TURF IS PLANTED. CORRECT AND FIELD ADJUST SPRINKLER ORIENTATION TO PROVIDE UNIFORM PRECIPITATION OVER THE IRRIGATED AREA AND MINIMIZE OVER SPRAY ONTO PAVED SURFACES AND BUILDINGS. WARRANTY THE CONTRACTOR SHALL ISSUE TO THE OWNER OR OWNER'S REPRESENTATIVE A CERTIFICATE OF WARRANTY OF THE IRRIGATION SYSTEM FOR A PERIOD OF NOT LESS THAN ONE YEAR ON ALL SPRINKLERS, VALVES, THE CONTROLLER, AND HIS LABOR. DRAWING OF RECORD THE CONTRACTOR SHALL SUPPLY TO THE OWNER A DRAFTED, SCALED, REPRODUCIBLE PLAN SHOWING ALL CHANGES MADE TO THE EXISTING IRRIGATION SYSTEM AND ALL NEWLY INSTALLED COMPONENTS INCLUDING ALL SPRINKLERS, INCLUDING BODY TYPES AND NOZZLES, PIPE, INCLUDING SIZES AND THE ENDS OF SLEEVING LOCATIONS AS MEASURED FROM AT LEAST TWO FIXED OBJECTS, CONTROLLER, AND WIRE ROUTING. THIS PLAN MAY BE AN ADAPTATION OF THE IRRIGATION DESIGN WITH ANY CHANGES DRAFTED ON THIS PLAN. THE DRAWING SHALL ALSO PROVIDE A MINIMUM OF TWO (2) DIMENSIONS TAKEN FROM FIXED OBJECTS TO EACH AUTOMATIC VALVE, MANUAL CONTROL VALVE AND QUICK COUPLING VALVE. ADDITIONAL SUBMITTALS SUPPLY TO THE OWNER ALL INSTRUCTION SHEETS AND PARTS LISTS COVERING ALL OPERATING AND ELECTRICAL -RELATED EQUIPMENT, BOUND IN ONE FOLDER. FURNISH THE OWNER WITH ANY KEYS FOR LOCKABLE ITEMS ON THIS SYSTEM. PROVIDE PROOF TO THE LANDSCAPE ARCHITECT THAT ALL MAINTENANCE MANUALS FOR ALL PARTS OF THIS SYSTEM HAVE BEEN PROVIDED TO THE OWNER. RAIN GAUGE ASSURE THAT EACH CONTROLLER IS INTERFACED WITH A RAIN SWITCH WHICH WILL SHUT THE SYSTEM OFF IN CASE OF RAIN. MISCELLANEOUS ANY IRRIGATION ITEMS NORMALLY INSTALLED IN LANDSCAPE AREAS THAT ARE SHOWN OUTSIDE OF LANDSCAPE AREAS OR OUTSIDE OF THE PROPERTY LINES ARE SHOWN AS SUCH FOR GRAPHIC CLARITY ONLY. INSTALL THESE ITEMS INSIDE OF PROPERTY LINES AND IN LANDSCAPE AREAS. CONTACT THE OWNER OR LANDSCAPE ARCHITECT PRIOR TO INSTALLATION IF IN ANY DOUBT OF HEAD, LINE OR ZONE PLACEMENT. ASSURE THAT THE SYSTEM PROVIDES 100% COVERAGE OF ALL LANDSCAPED AREAS. REPORT ANY DISCREPANCIES TO THE LANDSCAPE ARCHITECT BEFORE COMMENCING WITH THE INSTALLATION. ALL APPLICABLE CODES SHALL TAKE PRECEDENCE OVER THESE PLANS. IT IS THE CONTRACTOR'S RESPONSIBILITY TO COMPLY WITH ALL APPLICABLE CODES. THE LANDSCAPE ARCHITECT RESERVES THE RIGHT TO MAKE MINOR FIELD CHANGES. FIELD ADJUST NOZZLE SELECTION TO PROVIDE PROPER COVERAGE. ADJUST ALL VALVE FLOW CONTROL KNOBS TO PROVIDE PROPER COVERAGE AND TO REDUCE FOGGING OF SPRINKLERS. VERIFY THAT THE WATER SUPPLY WILL BE CAPABLE BEFOREPROVIDING THE GALLONAGE AND PRESSURE REQUIRED FO THIS SYSTEM AND REPORT ANY VARIANCE TO THE LANDSCAPE ARCHITECT INSTALLATION. I m cc i, IL . , ,. W6 IL .,. rL cc DRAWN: KJS CHECKED: US DATE: AP'RIL 2007 SCALE: N.T.S. JOB #: 16504 SHEET .#: Is I Milli GRAPHIC SCALE 40 0 20 40 60 ( IN FEET ) i inch = 40 ft EX. WOOD POLE TO IRFMAIN i�—i4�0K-r�C- b IOORE R®/�® -- __ __ _-_ _____ __• ___ _�___ -- Ex. �aaoa POLE TO REMAIN TO REMAIN -- _ —� 4 N89'S5'S5"E 22716`------------ - -- _ ,i•.•�'fl1�� ____. _t+ _. .::._. _:�_:_..�:_:_. ' •.-•YIcam^• � -.. !•..__— _ _ _1( _ -_ce. =1 44 f e _�-q !! II _ _� T -j ,-�_II + �_! II 2I __�Il ._�:�I♦ �_x._I I: _1 _-.I� � _��_ _._1giI�4i11_:-pa• ' _6 _a. _'i •=n_1(-: 6- � -a- OFFICE OFFICE 8,200 SF 6 8,200 SF BANK 4,075 F 5•OFFICE i I -C._•E 911 8,200 S._ F 0-7 2011 I • RETAIL/RESTAURANT 19,531 SF OFFICE (2nd FLOOR) 2 26,445 SF s 1 OFFICEFC 8,20OSF 8,200 SF \ Ll iIiII f + If 31 60 0,01 SO �,'"'J J �_. -"' ��/' � / fry'"-.•- .49.2023"W C '8.0_4 4 =32.86.59" � i .- I CB=N47�i5� i # ( KEYED NOTES i BUILDING WALL SIGN, SEE MASTER BUILDING ELEVATIONS FOR DETAILS Q PROJECT MONUMENT SIGN, SEE MASTER SIGN DETAILS SHEET. I i A Q \ �� ) 3 30" HIGH INTENSITY STOP SIGN TYPICAL Q SEE DETAIL 'N-1' ON SHEET 11 OF CIVIL PLANS, Q 30" HIGH INTENSITY STOP SIGN WITH RIGHT TURN ONLY, SEE DETAIL 'N-2' ON SHEET 11 OF CIVIL PLANS. �5 DO NOT ENTER SIGN, SEE DETAIL '0' ON SHEET 11 OF CIVIL PLANS. flHANDICAP SIGN (TYPICAL), SEE DETAIL 'B' ON SHEET 11 ON CIVIL PLANS. RECLAIM WATER SIGN, PER FDEP FAC 62-610, PART III STANDARDS. 160 1 h 91 f � a G G u: DRAWN: LLH CHECKED: DL.E DATE: FEBRUARY 2007 SCALE: 1" a 401 JOB #: j 16504 I SHEET: , G 0 C OF 12 SHEETS 10 I %7 A `tz4, 11 f_f I, A" ;.;N, 1 :1 J, I i 4.1 1. . 11 1 1.1 11. o ,.'J, N:ll I J, ;11 .11 16,11 1 .6, k I.n alY j1dI. 11A. 1­-1111..[ WA, 11. All 111 .„I .. j .1i'I jl 11" 414"U" I .. 1, Ill l'Uh 46�,N. l41 111.11 1 k Q X, It lj ll�a I.I., . V fl. hllll� U.1d 11 1 In L. 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GENERAL NOTES: 1) REFER TO SHEET 'EO-1' FOR GENERAL NOTES AND SYMBOL LEGEND. 2) REFER TO SPECIFICATIONS. 0 NORTH o w d x a- . :� _ M _ v ' :.. . a .a- ." . u.;:N;�, I~ : A u 423 South Keller Road #200 Orlando Florida 32810 t Phone ................. 407-660-2766 Fax....................407-875-3276 Website ........ www.scottarchitects.com License Number ........ SL#AAC001155 © Copyright 2006 The Scott Partnership Architecture, Inc All Rights Reserved Worldwide. CONSULTANT KLG, LLc `° '� 154 Wilshire Blvd. �' .-{e�tF. ;.' ° Casselberry, FL 32707 t: 407.830.6622 ATLANTA f:407.830.6836 GREENVILLE ' w'` w klgllc.com LITTLE ROCK LOS ANGELES Business Registration No. 26635 ORLANDO KLG Project No. 2006071 PROJECT TITLE I..L W U Z W ...I Ii 5 q IO O _ll W 0 W Q 0 W °- O .� U Z D SEAL 16 APRIL 2007 David-J. 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'.:..: •: ,..: ': o. .. .. .. .... � ........•...•......:,...'.:.::.:....,:.•::.:,. '::.',r;�.r..�Y:::: i.:•" ^Yx, : �:':. :..;::�::,. ::::.::.�. �:: ....... .,.:..:. ':::::.�.: :.::,.:.,..::.• �:�.:'.:'.:.�.r:�.�.;:•::::.�.7,'..�.�.'.::'_:i.i,'.�:.:�::::.•.r;�.r.:'�.�::::.�.::�:�'.:�'•�:.:.�.: .', :.:.:•:::: �,r.'.:.:'.•::::.�.r..r.':.�:'_:.�.7.:.�:•'.•::;:.: '-:Pole.wind load satin ';: i�::..�''' :.::. • •'::.;:: i•.:.•.' :: :. ....:.:.::.:.. PM;:.:70.:::.80.:.80:'.:'.00.:120:'::.''.:::::'::.'.:::::.:::::::':::.�'i::'::.':':::'i:.':::':':•::.''::':•:::'::.:::'::i':':.':::.(•::..•:" r:.�"::�::..�. .:-..,..•f.:. :':.�: �:;::�:.'..�": :::: :.::�.::�. '.:;.'.: �::�:: �:.�:.'..:::�. ..::::.'.::'�::':'::::.•':. • . :... .. .. .. ". • . ...... , , ....• ....... .... . ... .. .. • • : : L nnen :. .:.. fit.:. :......:. • „ ...." . .. , . „ ..., .:... ....: '.:. ...:.: �'.. . 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SL#AAC001155 © Copyright 2006 The Scott Partnership Architecture, Inc. All Rights Reserved Worldwide. CONSULTANT KLG, LLc 154 Wilshire Blvd. Casselberry, FL 32707 t: 407.830.6622 ATLANTA f 407.830.6836 GREENVILLE www.ldgUc.com �'`�`' LITTLE ROCK LOS ANGELES Business Registration No. 26635 ORLANDO KLG Project No. 2006071 PROJECT TITLE LNL. W 0 U r� V � z W O O W Q � W W � O z D SEAL 16 APRI L 200,71.� David J. Ross PE Registration No. 0013126 STATE F O FLORIDA INFO REVI SIONS # DATE DESCRIPTION DRAWN BY MJR CHECKED BY: RSVDJR' DATE: 16 APRIL 2007 SHEET # MASTER SITE LIGHTING FIXTURE CUT SHEETS JOB NUMBER : 06006 0 a) m a0)c � 4 o 0 3 c O p C " c c o0oron 0)aE =J ° � N .0 € N o �0 O m 0 `0 0 ° Q,.:�mc rn� c- 4) �3oaoi U '7 � _ 9, O ca C N a ,�, .c to rn -F > U (0 ' t7 4O C3 - O '0 a) rZ C .0 0 0 3 L cq (1) = +, r ^, .o U) ,D a ° o M a 0 0 c c C O , E N N OC N 4.2 rn.0r_a o U L. °L7 E C a) c M 4)C U 5 a Ca Ca U) of a ~ a) 0 05 C (a 0 r C- c :3 v5 O 'n .a .ccu0)r +- O a) 2 E 0 .c < E c a U.—=. 4- C V C C W > o �a >,— a N N Lo U 4--- a (D O = " tM E N a) C Co = .0 �: C C O t A O =N N Cn .0 N =_ -C N °O O a .�, E W U N a ER�� '6ccw 0 O o Es cO a o a) Co U .O O 42 Co � r.+ rn p EtOZr w N o N a) O� N U '0 .0 �0Na U N U a (D 0 45 c 0 c W 'C E N - 0 cts d O tU O 19 0 0 U 0 +� W3 � U C) •0 .Oc`m<a) .0 L1 C = .0 O 0 3: T .0 C T'CC 7a oon'o o— C U U C O C co > a fa a) N o -g t— U -0 3 N C C Co t- = 0 U fn C C C = -05 a C a) CDRS � " w U U 0' C a !0 0 = .— C aOU2 = y — a)Q L_ Co a) a �s= a) c a) � = E 0 0 0 c is CDc c G� C 0 c a) 0 a0Ma• � c O O (D o ECf) a) -O O C .0 0) t_ a) a to 4_ c to c � O 0 a) uJ to C ttz C U di N U U I-- U `0— Ua a`) 0=.--C O C N .0 'a o .- to C 0 C CfC rn C C O N O _0 0 rn a- W C C N C c 0 € o a) L-0n EOoaO °D C .0 C O m U � W o �' to o E ?1 w Z5 a) a) :E- � �.—PN�y0)o O C C N 0 � '� v w 0 .- a(1)°o- 0 -a V) — L_cE=a)) 0 >oai0? m*22= a = a).0'3 tOc f0 -C' m mu>a)a)E cg :1 o m , �- a a) a) W co 0 0 - ° 0) a -a m o = ° C c 0 c 0)W•Nw O C C rA L W Co 0 ca o O a7 0) a) U M a) C O O E-o—or "O 2 , w 'C 0))aa�(D =ORW= •c rn cc I- ?: 20 E oc 2 . lumt '6'i'e . .. RECA I?raelti6t # .... . Ncyisng`.Tvio:Aieeedie:cas'r•alurrilnum.withe trudedaluminumarm .and c fe'cia�t canotiy suppiiad �;itii a uniyersat mourliing bracket for Prf?jeCt .diredt:-i tUchtnerit to,a3?Is. gr 4" ggtagonal "n !ng. W ,-- A Q6, cast aluminum �07tag8 rourKi"iota.ton:platealtowo.tfiehousingtgbepreciselytevetecl;{orrotated) G . r. ,aftennstatiation 0itl0riS r i e•'08Ts uri.ai i'ntnum Endctire:Gnmpnses4rp. e tor.afhea, ygeug ._ .s, U• a ifi d::: :.;:':.::: ": fiiiistisd specv)ar anodized inside.<v 6.-clear'iemperea:' - .: :.:: o .. r.:. O'aeemediu "lias'� orc_l' " ihnI kJ ' 'r::'. :`: ,`, :::'.•: :_::`.:.::;':::::`::... :electrical: Lasiptiolde s H.t . m p. ;plated'screu heUsuppUed with 20Mhigh temperdure lead§. - . ` . H t b';Guse•rated 4KU Bal!est8: H I,D; are magnetic,.HPF avaliob o . IR12t} .o[ 77U-sp6rftY.:; Finish: 7 hese Ni>jiniPes 21?�, aradaLYe ip.five stantld BEGS eblors:'.: : : Black{BLlCj;'YVFaite.:{WHTj Bronze{E%Z);:Siluer:{SL17•};'Eucoco2{' {(JRrJ):. To specify, add:approprlalestiffNto CZlogh6i1*bet:.F¢r:complete :de^Cri tibnoF85GA finisfift P.roces refer to tsal7nicai:infornlation . 3 p tii. ' ' '' ' * '' ' ' ,'C' " J 'colors su lied on s kiaitirder... ::.:. '':: '. ,sec . • n at end.o 7 .. pp,.. • .... c... ec t ii' s aP4l:.`::: ': ' ' l le Jo t3i t` o atio s' P t. t o . ctas. . .. :Li:L, t.lecJ; suit2Ole .. e •L.G . n ,. ro . ,..... �.' %( , n ;: k i '. r WI : hl it : t . YF., 1 . "':�.,s �''i;•' Waft umina es tFl ity ei(� era : z:.Fi'• ,,,.,r.,; ','. ry.. `: r. ti o;{uc,`� 1cf r) �&a. 1!. (�):d{.,i:x�tiex'r 'C' 1.?a�•i.-.,;4;."5.: i ''�' �y.:$ methba)ti tdlStrttititl0t'T.: �x .Jr �7 t r( `` t.,;,G.'�,',.r 2t xs > ,t7ti;.>,;•i:<... t ym, 'J-! r t.. . �:Y� `.L's'RF"y("w' ht1 t�( tr Y� (. "Rt2 � � r r t.. 11` ; n 7 1 F L� I Radius kraclZet arm heil.shsde r z ;r i N a r 3j t .z Y 21 b y t t fir t t l` '.: 8 ; :' anddie Cast:aiurnlnum ganopu e r 2 rs, ; 5 tx• x411 1 fJ I i 4 pj i, Y.uw r f, t. ;,,1.:K.opeculat'anodiied.aitiriiinun 1.x�, i i n. ! t x`s r 3 M Sr<.3!r.....:.; . ft,.. .,� (in y'4- �a i" t\*y r, �1 t°� 1 ul pt.x ti rly S>. ,� rfj �t y�F ' retiec[orvlithgasRated;clear rt r . Y4 n r� S� tr t t { r n•� - N 7f t d r .. `: z_ � - ...� tempered Hass t.,i5ss.retatnirrcf 7}' t t. r Ai Y a Ljt i I5 r-� `� M, �t k{iw t ��} i xyi. } j :: A G itrig black 11.L.1isted: sutao( for ' 1rI h - 3 J ,tv „ �E . <, +4 '-„ r Sts- 1 ys �1e2 ibbatlons, 1t� 4+l f .(k t s 3rf r, ? ; Ai j t z, ` ii fi ' iw < ;:.' Colortandarii BEGR finishes.` nl . i Lt rt.. irr it ^t 7 ry`1 t¢ n?� f t c a. f { r , -11 v 3 t 4t PI�0 s t iJ 3 s. t t"'i 1 i} ? 1,r l h` i4rs �igdntV) lJ-�(rE{ r ^�'yt k2t �r alp 4 dtll..i t t�� ��5rt r.,�'� J +3 f}. 5 T C t Y C 1 I. 8r d lertt� rk_C cP '� t _'" Il AL.. •=%,:-r4 t��;ri r t�•jl.•f- t } �v 'fir t t f. - r 2� �.. Ali s ya ��n kx ,;J v .....r?f<�� x�5 8d-t rr L t" <� r i� :.. v �r �T1t `n `�� t t > i�?, >, u*t r vrirrxj1r rEY� S. 'Y n i.' 1. a� )� ��.J k fb{i .hm t z-'� 1 .. Jib 1•' ° �n 7.><3' `w xxc.e�Zmlr t ,' d' ! 34 t ( 1 t�". k��w� ;. Lamp L... + ..' f . -. a. �. a( t Sr< ,y»t`'ttt 1j,?� i 7 s,�rr +i �7 ) 1{r � � � on - S t /1tiyS f''.rY1;. .�. _ r t.'' � 3�.tf i.. SC{ 75C r'* nj r ._tit` i tT it 11 . 63a65 .; : Walt..: 1'.:SOW E•i .NP.$:.63Q0.',';. 15'Jo .2'4bJ� .25?/a:: 4 € t " s fi ?)'� 1 a r.4 � y 7r {f .... ...... L. ..BEd"S 1000'8LGA-Way; Carpinteria CA 93..13 [F l 805*.684•.D533 [L� 806,6$4+6682 Lki ,Yiiglit . EGAAJa ZQCS .'pd�l2da/Q5 FIXTURE TYPE 'W2' SCALE: N.T.S. FIXTURE TYPE 'W3' SCALE: N.T.S. FIXTURE TYPE '' SCALE: N.T.S. I li FIXTURE TYPE 'W4' SCALE: N.T.S. FIXTURE TYPE 'W1 SCALE: N.T.S. 423 South Keller Road #200 Orlando, Florida 32810 Phone ................. 407-660-2766 Fax .................... 407-875-3276 Website ........ www.scottarchitects.com License Number ........ SL#AAC001155 ©Copyright 2006 The Scott Partnership Architecture, Inc. All Rights Reserved Worldwide. CONSULTANT .b KLG, L.c Y,. _ •' . 154 Wilshire Blvd. .�° f Y. ',.. . • Casselberry, FL 32707 t: 407.830.6622 ATLANTA f 407.830.6836 GREENVILLE www.ldgUc.com LITTLE ROCK" LOS ANGELES Business R4stmtion No.26635 ORLANDO KLG Project No. 2006071 PROJECT TITLE IS N W W � C V L 1- 0 W (L 3: O o w 0. > W Q 0 ^^ 2 0 U_ Z Z) 0 a C) a W Q a.. David J. Ross PE Re istration No. 001312 g 6 STATE OF FLORIDA INFO REVISIONS # DATE DESCRIPTION DRAWN BY: MJR CHECKED BY : RSC/DJR DATE: 16 APRIL 2007 SHEET # MASTER BUILDING LIGHTING FIXTURE CUT SHEETS - iiiiiiiIiiiiiii3- JOB NUMBER: 06006 0 m Co c ° o m coo o`= as c o cc o .r a) c c oO (D 0) Q E O >+,0. O U O p L. O A� Q N C N A C 8�8 a>i02 TaIIoQ c a) o. L ca 0) :E c > 0 o" ii 4- a) C vi 0 : = c c a c�CLM a) m 0 c a) 3 .n ca a) N E C C N a) c 8�as N CU 50) w.f— 0E OWaa)ic E� a)c�� E � o 5 -0 a) o C N :c ,c �U C , v-� Q o N c a oca cu "�?�oc la U C > 0 (D C V 2 U O 4- Q (n p) 2 N C a) O F- C C O ca C '00— O Q >' � rn 0 G. O U � (D C C O E i=O C •"p OE () ca U C A:! Q. v) ++ C7 E ca Z a) Or— a) N A U 'O � -Q 2 (D a Q N U O C m C O — � tea O +�+ 0- � �- � 8 .9 U V O C cs Q N O O .O+ C as 00—o C08 O C c a) C .0 a) 8 O C U C C — O c to C C U U E 022 C L 'a ca V caQ m a -° IS a)asc� E m c Q.a .oao N O V N O E (n L cca a 0 4 —i0,o�,c 0 > = U ca C p u 8 8 U C 0— _U a) = !E cam. C C Q) .d 'O O y C C 8C��Wo -c C O O N `� c T) O 0 ° 7 E , U ►. � U E �j O a a) 'O C •p C O •p � y a) U Co U > U aim E'> O E Q N U O E > C y tm 3 O 'z C r- N C O Q .N 0 nas W G N O1 O. M C (D Co «- c CL L (D camoc w a) cc a) C, E c,a?O o CO m a) 'ry ° 'rn t ° o (D a) c a) c crno2w)w o.Gccoi� o m O a3 0- C +=N a) CD ': o a) E"045 >) c C t3 (a Q) O a) U 'C d *9 O 'a. fA N � r..• S' N E °c ° PARTIAL WEST ELEVATION V VlII.. V. - - 1 -V Z z J J Q Q PARTIAL WEST ELEVATION SCALE: 1/8" =1'-0" a SYMBOLS LEGEND SYMBOL DESCRIPTION AREA OF 5/8" FIRE TED �IMZ7�yz PLYWOOD SIGN BACKING S TT' ARCHITECTURE l R Uj WW... I 0 R ............. . A P H I C P L A N N F N £ice 423 South Keller Road #200 Orlando, Florida 32810 Phone ................. 407-660-2766 Fax....................407-875-3276 Website ........www.scottarchitects.com License Number ........ SL#AAC001165 © Copyright 2006 The Scott Partnership Architecture, Inc. All Rights Reserved Worldwide, I CONSULTANT PROJECT TITLE WI.J.. CL w� O �Z ® ®Q Z W r a- [ ] IM ~/ W ®i L1J w W.... LL ®.. L1_ O O Z Z) SEAL 16 . , PR 20 7 Kimberly Sue Day, AIA FL. REG. # AR0091738 INFO REVISIONS # DATE DESCRIPTION DRAWN BY: DM, JLR, AW, CP,NC CHECKED BY: BEH DATE: 16 APR 2007 SHEET # MASTER BUILDING ELEVATIONS AND MASTER WALL SIGNAGE OA3 1 O W Q _ a- JOB NUMBER: 01006006 as CD 'C W O N ""' O�� cc 'C-0 0 c 0 f O0 mvoi 0 Q E o o� t0 c E 0 o ` O L 4- O N C d 0. � ac ov�� O 'g 0 U > U _'moE cwa C m c L OCc N V- -,y a) 0- vi y = �0 cco �co (= 0 0 y o o m E 3�f0( rn �: 0 c-(D v E 0 W 0 Ca cvH N m CL c °c E o to c i E o c v m 'a � 00 m LQ(= (D Q O 9 a) orr m L. -' aco C U 0 0 O O O U 0 2 43 C m f- .. ` O .o '} C C O m � O L �= O a >' E 0)v o. E o U 4= O O m .+ = E yam. N O V .0 O N m + C C Q. N E N ;> - =mm 0 O y 7•+ c QCL Z C'E .0 O O N �Eai� m O � .f 0. 0 ..U O U O (DQ U :9U = N O I Q N F- ,C Q..CN 0 f2 -5 .o 000'o C U C o0Cl) � m m o U O ,; C v3�- � �•U C o 0 Om. .L1 m N m _ C C U 15 0-022 E c�•— �_ y Q Ca m m 0 .C. N m C E N CM cca. a) On o O 'a .-� N O W U m E d) M - a) cca QCM cca c C c O U N tp C O C r�A pp C U O U V U � O U N U N 3 O OCm y C ch m C = rA C �_ c O'0 N U C G 0 E 0 CL d V C •0 C O '0 0 N m U N rq '0 C 0 2 3 O `Ea�U O .. C C 5 5 iV 0 N 0 W- o. ca 0 >0 0oai �aci�'�vi sm�f'm ycna�mE � . -(-D 5 o �Z� �La�m`m W cu m '� rn (D (D 0 °�ca� c CD Ca O C C N �- W m O m ,0 O Up a) � M O N E 0 ` (D c a m o `O 0 C W ca %- rC. 'Sum' Eoc° PARTIAL EAST ELEVATION SCALE: 1/8" = V-0" Z Z _ -r 1 d Q PARTIAL EAST ELEVATION SCALE: 1/8" = V-0" '-'-jS C OTT A R !'JE t� t N T E R{ 0 R z PH I C S P L A N N I 0- 423 South Keller Road #200 Orlando, Florida 32810 Phone ................. 407-660-2766 Fax ................. 407-875-3276 Website ........www.scoftarchitects.com License Number........ SL#AAC001155 © Copyright 2006 The Scott Partnership Architecture, Inc. All Rights Reserved Worldwide. CONSULTANT PROJECT TITLE W� p� V a®� Z (w� i- ® — �_ C)WW G I 3: � Z) O OCO W ® Uj W < W.v, �- U. z .0 O W to tL SEAL INFO REVISIONS # I DATE DESCRIPTION DRAWN BY: DM, JLR, AW, CP,NC CHECKED BY: BEH DATE: 16 APR 2007 SHEET # MASTER BUILDING ELEVATIONS AND MASTER WALL SIGNAGE A3�2 JOB NUMBER: 01006006 m m c o c 490 a) as E aoir Co 0 0 O rOn M LE 0 0s L as 'o 0 0 0, Z co a c�cN -a o (D caa)8 U O t' C ar Q ` as rn = Q) 0� Q II 0 V C V- N 0- ai�0 C z 0 8 L •3 E Q 0 (D =o m=M m aW 'o m o C oEao)E co -0oW U ° E� as U N (a 0 ._ N ca cn o ui E O fA N c 6 E E12 o 0 s �. 8 E .9 c Q o� s rn° Co >0a) C U go a' C-m Cool— �` 3I�0 o a� rn •.oa o a •C E N 8 Q E ca v 000a) ° E -r- a) O U a1 M C � Q 010 E a, C L U d E Q y U O C a> C O N N E � 0. O '+— (L U U O O a) ) N U•�—' 7 Co v v N Q J O 0 C Ccr co C c 0 on' o U O C 0 p > V a3 L N 0 'e v v t3IMV o 0 yf6. C N y O .m O C C U U a) a) Ec=- 5 O i V Co co Co Q .N✓ .,'C.. .0 (D :6 E a0) G o• 0 d L O m m0Etn Q L m o o n c45 aC° w o > = U N Co CCp o y U o U U U C O ° N C o L) N a) O 0 "0 O y c U E 0 E � o m O C C O U 0 3m L E M 0 o a) 0 cp vi as Dui°o o�•a)Lrn nc0uo`.� a cc —0 N:y L (a O a) m 0 m as E �. - Q c°:eo-o LO0com o G rn (iom0 c rncv•�� O. 0 L mm-om,0 o 6 42 0 0 m E� N C.)0 .0. cc a) y a7 s m E C ° NORTH ELEVATION SCALE: 1/8" = T-0" SOUTH ELEVATION SCALE: 1/8" = V-0" SYMBOLS LEGEND SYMBOL DESCRIPTION TED �MWM77 PLYWOOD SIGN AAREA OF 5/8" FIRE CKING 423 South Keller Road #200 Orlando, Florida 32810 Phone ................. 407-660-2766 Fax..... .............407-875-3276 Website ........www.scoftarchitects.com License Number ........ SL#AAC001155 © Copyright 2006 The Scott Partnership Architecture, Inc. All Rights Reserved Worldwide. 0 CONSULTANT PROJECT TITLE W `p V U Z F— Q .� Z W J EL D ®� J W W W W — 1W Ii of O z SEAL INFO REVISIONS # I DATE DESCRIPTION DRAWN BY: DM, JLR, AW, CP,NC CHECKED BY: BEH DATE: 16 APR 2007 SHEET # MASTER BUILDING ELEVATIONS AND MASTER WALL SIGNAGE A3m=3 JOB NUMBER: 06006 C C O ) O n '2 L ca aw O O fO O C � C . O O to W O E cC E N 0 O O�- N 0 0 0 c a CO) >, c o (DQ C LD U �(D00� Co (7) u 0 m f2 m 0 v LLNwn. W :3= cob m ° o o c a� E 3 .0 cc o can 4 2 o Cn o -Eaca 8 ca colt-cn a m w o ui E ° cl) (D ccnt,E� O C V O "O OG N U L Q oa O > of(Dd C U 2 O a3 N Q. co O D C ca f— r ` O C 0 O C �} ai •C 0 o a E Q- E COi C C 25 O a) E O aJ 0 O M a (6 c = o m •- E Z c m o � a 28V75 V 75 E E 0 ca o a.»�Yo v y co U V 7 ca ¢ N 3 r- O L O L (DOr C cOC 0 0 =0 C 00 o��� C (D�ascaD Ot' 0 -0 c Co C U C ��� C U tl ID .0 ,N _E c•- ca L U a5 t6 •L 0 a a ca c ;n a E ( c 00. a (D 47 O O U a) O E (0 .0 '� N aD m m $.ca,46 c C c > V N CQ N f� C tC :� c`a 0 0 ?� O N CO tC6 -0 a5 U O w C N C O_ D N N �— C O0 C' N U 0 E O U E �2O O am fl C p C 0 •p D) N O co N ` in V Oi O in E Q• 0 U pm0 O OC'Z C V UC f0 C " a)-00 0 0 O °+O— US �acr-m aco c..- 0 0 � > o O -P X as .� y m 0 <a 0) a0 ca?o°o a�icum O (Dm '� (D (D `0 'Or- (CM cads 0 E c lun, L rn m _2 as ,a cn ai c 0- i coE�'t° ai2 ,o �w rn c m cam 0 c0' �� 'S cwa E oC S 130'-8" T/ TRUSS 12V-4' T/PARAPET 117'-0" T/ BEARING 112'-0" 1 ST FLOOR CEILING 100'-0" T/ FINISHED WEST ELEVATION SCALE: 1/8" =1'-0" 130'4' T/TRUSS 121'-4" T/PARAPET 116'-0" _ T/ BEARING 112'-0" 1ST FLOOR CEILING 100'-0" T/ FINISH NORTH ELEVATION SCALE: 1/8" = V-0" 130'-8" 016 T/ TRUSS 121'-4" T/PARAPET 116'-0" 06 T/ BEARING 112'-0" 1ST FLOOR CEILING 130'-8" T/TRUSS dill 121'-4" TT/PARAPET Jill 116'-0" T/ BEARING 112'-0" 1 T FLOOR CEILING t • s•�• iry. • €?'� °�>X :: � s� [; : : ":1 "d. 2: ii � _ �'.Cr� 'Nr �'�e<"ty'�.?'"' �„�y.�, .fir 3?"t'"if :": f:: '.`b'`3' ;{'3'".'3"`:"5} :. 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E.t,..:•#.S:..il..:G.s..::.2.........,.,6 121'-4" T/PARAPET 117'-0" OL T/ BEARING 112'-0" 1 ST FLOOR CEILING 130'-8" OL T/ TRUSS 12V-4" T/PARAPET 116'-0" OL T/ BEARING 112'-0" OL 1ST FLOOR CEILING 100'-0" ISHED FLOOR SYMBOLS LEGEND SYMBOL DESCRIPTION AREA OF 5/8" FIRE TED MMMA PLYWOOD SIGN BACKING Z 423 South Keller Roac Orlando, Florida 32 Phone .................407-E Fax....................407-E Website ........www.scottarchiti License Number ........ SL#AAi © Copyright 2006 The Scott Partnership Arch'. All Rights Reserved Worldwide. PROJECT TITLE SEAL 16 A tR1L . Kimberly Sue Day, AIA FL. REG. # AR0091738 INFO REVISIONS # DATE DESCRIP DRAWN BY: DM, JLR, CHECKED BY: DATE: 16 AP SHEET # MASTER BUILDING ELEVf AND MASTER WALL SI( JOB NUMBER: FOUND PK NAIL W 1/4 CORNER SEC 32-22-28 i TOPOGRAPHIC SURVEY LOT 2 LOT 1 PLANTATION GROVE SHOPPING CENTER PLANTATION .GROVE SHOPPING CENTER I (P8 43, PG 10) r (PB 43, PG 10) 4.00' ADITIONAL R/W PER P8 43, PG 10 o CURB INLET CATCH BASIN GRATE AT EP-129.09' GRATE=128.77 44' R/W N /E.=123.51' (18""RCP) NW IE.= 125.36 (18 RCP) PER ORS 4343, PG 4532 40' R/W PER 3 SE IE.=125.08' (18 RCP) & .PB 43, PG 10 ORB 4343, PG 4532 - SW IE.=122.$1' (24 RCP) MOORE ROAD N LiNE, SW 114, SEC 32-22-28 - - - - - 3 11330o ASPHALT - gp. i�i M 1-gpgy 1::�40' R/W PER ORB 4343, PAGE 4532 �_ ASPHALT 2pgg 1�g,37 13035 130.66 PAVEMENT-\ �3�85 �3t006 2' C&G �31.3� 731.47 l3f?58 l3� 70 1-;r a9 PAVEtiIENT-\ ear oe I �29 9 53 1Zs:76 'e ER�B w otiw oHw . olive oxw oH° w "3F1P%-� 3D sx °a9A19" oHw oHw w ota3�,1 x I w IyCUp t Q��- �129.1 SzAi u�� _� a ���� .13Q x130.1 rd t30. �. .130 - r11 1 0.3Z 129.6 ° 7�tY4-130>--" P" `"" X 1 pj� yypP�P n's � 131 13t x HIGHWAY" S ► ER 130.0 12 ,"4" 'C "' x x 130: yam_,, pi�j4,�f�5'Ly••t�i=9 1wOil-�Wx-.w pil ftmm 30.0 129.8 130.3 13�.7 @iyF 13f.1 131.4 131.5 WOOD 13 .5 ByyF. 1 1.8" 131.6 �uw CUP 1w� 29.9 NOT PLATTED P�l0.6 S ! S�1?WLINE CONCR I N AT N89'5555"E 507.66' @ CONCRETE * 130. ' 130.3' FLUME (h o �-• 6' CLF 11.TN FLUME 12 00 N00 04 05 W 12 � �S Li c°5 a, r�8,9 11.3W IZO, AD: �Rtti M N W PER SITE BENCHMARK ^ = u �.... (^ Pc D 5697, PG 3136 IRON ROD & CAP #LB 6 " o a a 6 ccF -V2"0 ELEV. 128.97' 4 , E,3 00 VAULT L 36.25 .4 e z .r 17.2 . CB N44'4 '09"E ¢% n T 129 N� " x 129.7 v x x 129.3 128.7 M ^ � N "� 12 ;13"0�• ov N^ N20"O ce o I x / 0 NOpW � M �' V• 0 I tiwr°'.no w ui LU I W11 a 11 w' w w 12.00'18 :20" PROPOSED R i� N 'd 3 SIGN 20.3'W "YMCA <-" Q; 00 X 129.2 x 729.3 x 129.6 0) � '� �12"0,11'C 402"0 I W N N N C,4 z Q I �o SITE BENCHMARK IRON ROD & CAP #LB 68 ELEV. 127.60' W 0 N N x 127.9 G9 6' CLF 0.4' E N V D SET N&D #L868 EAST. EDGE OF 00 ASPHALT SIDEWALK �M`� 6 2.3E 'y oo N I D5 :V (0a M i o S U U N N N I N8938'22"E 3 z .-2 I rELe n , N b o iq I VAULT 12.00 CV rn oo I MARKER "1 l 6.0 w PROPOSED x 126.8 WALL AND a 11 4; 11w LANDSCAPE EASEMENT POINT OF B SET N&D #LB68 EAST EDGE OF ASPHALT SIDEWALK 2.1 E 6' Cu 'ry PT 7101 SINNING I Ito .PCC / I I I I I ^� X ,+V�tNpNCdp I In I MM��N N o�4ao�n (L o tz \ rrma°iomc^crlz wnnrorn.-.- N I 4htntnhtC to Q � 303mm110m m Z �000ao 0 I` 20.00' { I-4- 40.00' I N89 47'54"E �'- S LINE, N 1/2, SW 1/4, 60.00' SEC 32-22-28 �--- SW CORNER N 1/2, SW 1/4 SEC 32-22-28 CCR #12903 �7 C 0 0 Z POINT OF COMMENCEMENT SW CORNER SEC 32-22-28 127.3 1 PT x 129.7 PLANTED PINES X 129.3 -0.4"0 PROPOSED x 130.0 x 130.1 x 129.1 x 129.1 % 10 129 L ( "0 ,13"0 x 127:3 x 127.5 4$19",12"0 Rom_ I a--48' 55a466" L =435, 53' CB-1184' S3' 45„ 11 223.8 x 24 NOT PLATTED LEGEND x 129.9 x 128.9 $3i8'O x 127.4 126.0 24"0 BWF O:BS x 129.8 15"0 0 720 x 129.2 Gt 2 w x 125.4 SYMBOLS I ABBREVIATIONS L1 i LINE NUMBER (SEE LINE TABLE) A/C AIR CONDITIONER Ci CURVE NUMBER (SEE CURVE TABLE) APPROX APPROXIMATE 0= CENTRAL ANGLE (APU) APPARENT PHYSICAL USE R= RADIUS ASPH ASPHALT L= ARC LENGTH CB= CHORD BEARING BC BACK OF CURB C= CHORD BLW BLOCK WALL TB= TANGENT BEARING BWF BARBED WIRE FENCE T= TANGENT 9g9 CW CONCRETE WALL x SPOT ELEVATION (EXISTING) CLF CHAIN LiNK FENCE GONG CONCRETE ® NUMBER OF PARKING SPACES CB CONCRETE BLOCK (INCLUDING HANDICAP,) CENTERLINE CM CONCRETE MONUMENT Chip CORRUGATED METAL PiPE SEC 5-18-37 _SIGN SEC710N, TOWNSHIP, RANGE C&G CURB AND GUTTER (C) COMPUTED CS ■ CONTROL STRUCTURE (D) DESCRIPTION DMH 0 DRAINAGE MANHOLE MES ■ MITERED END SECTION INLETT , CURB INLET ELY EASTERLY CIMH IVCURB INLET WITH MANHOLE ELEV ELEVATION CB ■ CATCH BASIN EP . EDGE OF PAVEMENT LID . UNDERDRAIN ESMT EASEMENT YD o YARD DRAIN FND FOUND USM O UNDERGROUND SANITARY MARKER FPC FLORIDA POWER CORPORATION. SS00 SANITARY SEWER STUB -OUT FC FENCE CORNER SMH'• SANITARY MANHOLE FF FINISH FLOOR ELEVATION RV N REUSE VALVE FOC FIBER OPTIC CABLE CO . 'SANITARY CLEAN OUT FDOT FLORIDA DEPARTMENT OF TRANSPORTAT70N FMV N FORCEMAIN VALVE FM FORCEMAIN FMAV N FORCEMAIN AiR RELEASE VALVE GOV'T GOVERNMENT ----FM ---- UNDERGROUND FORCEMAIN LINE BOL • 'BOLLARD HB HOSEBiB TMH TELEPHONE MANHOLE HC HANDICAP UTM ® UNDERGROUND TELEPHONE MARKER TR o TELEPHONE RISER iR IRON ROD TVR o TELEVISION RISER iRC IRON ROD WiTH CAP # -----T---- UNDERGROUND TELEPHONE LINE IP IRON PiPE CATV o CABLE TELEVISION MARKER ID IE IDENTIFICATION INVERT ELEVATION TPB El ONE PULLB.OX FOCMo FIBER OP77CS CABLE MARKER LB LICENSED BUSINESS FDC FIRE DEPARTMENT CONNECTION LNDSCP LANDSCAPE FH FIRE HYDRANT WVN WATER VALVE MH MANHOLE WM El WATER METER MH'S MANHOLES WS00 WATER STUB OUT MES MITERED END SECTION BFP 0 BACKFLOW PREVENT7=R (M) MEASURED NOTE: THERE MAY BE ITEMS ABOVE THAT WERE NOT WITHIN 774E SCOPE OF THiS DRAWING TO BE LOCATED. x 127.3 3 2g CSIGN DO NOT ENETER" 3'86 �3Z.82' 132.45 x 130.0 NOT PLATTED x 129.4 x 123.6 x 126.6 50 0 50... 100 DESCRIPTION:. That part of the North 112 of the Southwest 114 of Section 32, Township 22 South, Range 28 East, Orange County, Florida, described as follows: Commence at -the -Southwest corner. of Section 32, Township 22 South, Range 28 East, and run 'N00 21'38"W along' the West line of the Southwest 114 of said Section 32 for a distance of. 1330:98- feet to the Southwest corner of the North 112 of the Southwest 114 of .said Section 32; thence N89 4754"E along the South line of said North 112 of the Southwest 114 for a distance of 80.00 feet to a point on the East right -of way tine of Maguire Road (County Road 439); thence N00'21'38"W along said right-of-way line; 737.39 ' feet to the .POINT OF BEGINNING; thence. continue NOO'21'38"W along sold right-ofway. line, 78.90 feet; thence N89 38'22"E, .12.00 feet; thence N0021'38"W, 439.37 feet to the point of curvature. of a curve concave Southeasterly having a radius .of 23.00 feet and a chord bearing of N44'47'09"E, thence Northeasterly along -the arc of said curve through a central angle of 90'17'33" for a distance of 36.25 feet to the point .of tangency, thence N89 5555T, 507.66 feet; thence NOO 04'05"W, 12.00 feet to a point on the South. right-of-way line of Moore Road, as described in Official .Records Book 4343, Page 4532, of the :Public Records of Orange County, Florida, thence N89'5555"E along said right-of-way line, 227.16 feet; thence S00 04'05"E, 518.02 -feet to a non -tangent point on a curve concave Southerly having a radius of 510.00 feet and a chord bearing of N84'5345"W, thence Westerly along the arc of said curve through a central angle of 48'55'46" for a distance of 435.53 feet to the point of tangency; thence S703822"W, 190.00 feet, to the point of curvature of a curve concave Northerly. having a radius of 575:00 . feet and a chord bearing of S78 04'23"W; thence. Westerly" along the arc of said curve through a central angle of 14 52'O1 " for a distance of 149.20 feet to the point of compound curvature of a curve concave Northeasterly having a radius of 20.00 feet and a chord bearing of N9472537"W; thence Northwesterlyalong the arc of said curve through a central angle of 9407'59" for a distance of 32.86 feet to the POINT OF BEGINNING. Containing 8.521 acres more or less and being subject to any rights -of -way, restrictions and easements of record. SURVEYOR'S NOTES: Bearings based on the North line of the Southwest 1/4 of Section 32, Township 22, Range 28 East, Orange County, Florida, being N89 55'S5"E, an assumed meridian. No underground improvements, installations, foundations or utilities located. - No environmental issues have been addressed by this survey. All adjoining- rights -of -way, subdivisions and information On adjoining properties shown hereon are from information shown on County Tax Assessor Maps. The undersigned surveyor and Donald W. McIntosh Associates, Inc: neither attempted nor were required to do a title search regarding such information. Users of this survey are placed on notice that reliance on such information is at' their own peril, in this regard. Sprinkler heads, meters, valves and irrigation lines, if any, are not shown hereon. - Elevations 'shown hereon are -based on Orange County Benchmark #R-442-022, being a railroad spike in utility .pole #9.04668 on the East side of Maguire Road 145'1 North of Windermere Road. Elevation 114.501 (Orange County Datum). (NGVD 29) -Trees 8".diameter.and larger were located. ro a G .t z 00 zo¢ Lo m 0' 1 - >-' Li w > ca Z Cq M V) �. 0 N Q� (n f- Q rn U ^ N to to 0 (n o Q oz U_ o F W'n"N VJ CBE L 0 J ¢ �N st Vi ocn� min z 0_ z 0 3 a�O _ = a �Ln0000 Oir W U W ego ' cn a `1 Q m Z O_ 0 CD O Z N ® 'W N W . t0 N. lipa- 0 0 This is not a boundary survey. See Drawing No. CS 06=253 prepared by this firm for Boundary Survey W LEGEND SYMBOLS ABBREVIATION'S BOV BLOW OFF VALVE ML MOW LINE WVBo WATER VALVE BOX -----W---- WA.TERMAIN LINE NO # NO NUMBER - NUMB - ----RU-=- REUSE WATER LINE NR NO UWM ® UNDERGROUND WATER MARKER NT NON -TANGENT IRV N IRRIGA77ON VALVE NLY NORTHERLY RM o REUSE WATER METER N&D NAIL & DISK R50® REUSE WATER STUB OUT OUC ORLANDO U77LI77ES COMMISSION ESO ® ELECTRIC STUB -OUT ORB OFFICIAL RECORDS BOOK EMH ELECTRIC MANHOLE CUP Jz! CONCRETE U71LITY POLE (P) PLAT UP 0 U77LITY POLE PB PLAT BOOK ER O ELECTRIC RISER PG PAGE EPB o ELECTRIC PULL BOX PGS PAGES UEM ® UNDERGROUND ELECTRIC MARKER PVC POLYWMYLCHLORIDE LP , LIGHT POLE PC POINT OF CURVATURE GIN GUY WIRE PCC POINT OF COMPOUND CURVATURE ----OH OVERHEAD WIRE PCP PERMANENT CONTROL POINT 1--- GL GROUND LIGHT PLS PROFESSIONAL LAND SURVEYOR -----E---- UNDERGROUND ELECTRIC LINE POL POINT ON LINE PRC POINT OF REVERSE CURVATURE CWP O CROSS WALK POLE FIRM PERMANENT REFERENCE MONUMENT TSB o TRAFFIC SIGNAL BOX PT POINT OF TANGENCY TSP 0 TRAFFIC SIGNAL POLE POB POINT OF BEGINNING SP 0 SIGNAL POLE (MAST ARM) POC POINT OF COMMENCEMENT PSM PROFESSIONAL'SURVEYOR & MAPPER GM o GAS METER PVMT PAVEMENT GSO 0 GAS STUB -OUT GV N GAS VALVE RES RESIDENCE GVr N GAS VENT RCP REINFORCED CONCRETE PIPE UGM 0 UNDERGROUND GAS MARKER R/W RIGHT-OF-WAY -----G---- UNDERGROUND GAS -LINE R&C REBAR & CAP RD ROAD 12"0 TREE SIZE & TYPE RTW RETAINING WALL 0 - OAK P - PINE SBT SOUTHERN BELL TELEPHONE CA - CAMPHOR SLY SOUTHERLY C -CHERRY SR STATE ROAD PM - PALM SW SIDEWALK E- ELM MA - MAGNOLIA TCP TELEPHONE CONTROL PANEL TFP TRANSFORMER PAD. TYP TYPICAL UG UNDERGROUND SET IRC LB 68. WDF WOOD FENCE (UNLESS NOTED OTHERWISE) WPF WOOD POST FENCE WLY WESTERLY WIF WIRE FENCE NOTE: THERE MAY BE ITEMS ABOVE THAT WERE NOT WITHIN THE, SCOPE OF THIS DRAWING TO BE LOCATED. 0 " 0 0 N C4 N- W M W 0. N W �. O O. 0 U a Q SURVEY DATE: _-'J C� r -e z U W I hereby certify that this survey, subject to the 2 surveyor's notes contained hereon, meets the applicable "Minimum 0 Technical Standards" set forth by the Florida Board Professional W of Surveyors and Mappers in Chapter 61G17-6, Florida Administrative Code, ® p pursuant to Section 472.027, Florida Statutes. DONALD W. McINTOSH ASSOCIATES, INC. d•i 3 d Z Cx a •-! Q SA M 06 . Keffh Ruddick Signature Date Florida Registered Surveyor and- Mapper z F- Certificate No. 2617 I W W NOT VALID WITHOUT THE SIGNATURE AND THE tO W ORIGINAL RAISED SEAL OF A FLORIDA LICENSED I U) SURVEYOR AND MAPPER. 9/1 n 50 100 %0 FOUND PK NAIL-\' W 1 4 ORN 11 SEC 32!_2_ 28 150 3: BOUNDARY SURVE'Y1' zz LOT 2 LOT 1 1 PLANTATION GROVE SHOPPING CENTER PLANTA770M GROVE SHOPPING CENTER (PB 43, PG 10) (PS 43, PO 10) V) DESCRIPTION. 4.00- AD17101AU RIW PER PS 43 PG 10 That part of the North 112. of the Southwest- 114 of Section 32, Township 22 South, Range 2.8 East, Orange -County, Florida, described as follows: M 44' Commence of the Southwest coRW mer of. Section 32, ., Township 22 South, Range 28 East, PER ORB 4343,IPG'4532 40' RIW PER PB 43, PO 10 ORB 4343, PG 42 and run N0021'38"W- along, the West -line of -the Southwest 114 of said Section 32 for a f%r%OC- -On A N LINE, SW 114, SEC -32-22-28 distance Ic 1330.98 I - -ie North I12 Of the Southwest 1/4 e to be Southwest 'corner ut V -do- _4 1 "­�A , of sdid'Section" -32; thence - N89*4754T. along the South- line of said North 112 of the ---ASPHALT PAVEMENT ASPHALT PAVEMENT Southwest -114- for a distance of 60.00 feet to a point on the East right-of-way line of CURB INLET 2' C&G -40,' RIW PER ORB 4343, PAGE, 453� Maguire Road (County- Road 439.), thence N00*21'38"W along said right -of --way line, 737.39 _oHw— HW1­T-0HW—oNW- H W—OHW-----r .4w, oHw-0HW�QHW— -OHW—O CO ()HW OHW—Otiw—oHw—OHWi!5-LM()PHHW—OHW—Oiiw—OHW�OHW—OHW OHWF--iFO -F-qHW o"W—Omw DIVIDED RE r feet ,T "W M 0 et to- the POI,NT'.OF BEGINNING, thence continue NOO*2138"W along said right-of-way CATCH BASIN WOOD HIGHWAY WOOD __1P 0 w_��, 5 wi2 7. 1 WOOD w Acup cul 0 CONCRETE FLUME ­H A RHA—Mv — line, 78.90 feet, thence' < SPRIN ER 04--rol" PAW —ON ONW—ONW-014W tfW_0Hw_o1LW_ e- N8913�'227E, i2.00 feet; thence NOO*21'38"W, 439.37 feet to the -7-7 point of curvature Of o'curve concave Southeasterly having' a radius of 23.00 feet and a 0.6's S RIW. LINE z PT BW < om MV__ BWF . r� N4447'09 thence N89:5555"E 507.6.6.' NOT PLATTED- __R�7 1�_ * chord bearing of o Northeasterly aloha the arc of said curve through n U) (APU) 010 "E. 0 L 6' CLF 11.7N 12.00' NO. 04'05"W 72.00' (Apu) central -angle -.of 90'17'33" for a distance •of 36.25 feet to the point of tangency, thence 0.0 PROPOSED RIW z ORB PER PER'' .,N89'555-5"E,­,5OZ66 feet,. thence NOO*04'05-"W, 12.00' feet to a point -on the South Pc':ORB 5697, PG 3136 M right-of-way line of Road, as described. in, Official Records Book 4343, Page 4532, ' . - W . z of the Public. Records' of Orange. County, Florida; . thence N89*55'55"E along said R=23-OO.' thence 518.02 feet to a non- tangent- point in righ�-of!-way line,'. 22Z16 feet, S00104'057E, 6' CLF A--9081 733" on. a curve :concave Southerly having a radius of. 510.00.feet and a chord bearing of 4. 0' E. Lz=�35-25 fA0111 N84 3'45"W'.thence, W6sterly alongthe or.^. of -cmirl. Cn VAULT (0br=1V44-_*/.V.V t V W central W"Vl= W 5 48*55'46" for -a 'distance of 435.53 feet to the point. of tongenpy, then ' i c W e S70'3822"W, .190;00 feet 'to the point,of curvature of a- curve concave -Northerly having a radius' of 575.00 feet, and d chord bearing of S78104'23�'W, thence Westerly along the arc of said curve through a- -central angle of 14'52'01" for a.distante of 149.20 feet to -the ' point 'of compound curvature of'..a curve concave Northeasterly having a Q: g radius of 20;00 fdet and a chard bearingof N4772-5 '37"W,- thence Northwesterly along the arc of sold curve through a central angle -of. 94*0759" fora distance of 32...86.,feet to the POINT OF BEGINNING.' ILI Containing -r 8.521 acres more or IeSs and being subject to any rights -of -way, -restrictions and easements of record. Q MCC z SURVEYOR'S NOTES. 0) op Bearings: based on- the North line of the. Southwest 114 of Section* 32, Township. 22, Range 23 East, W. (0 LO 0 Orange County, -'.Florida, being. N895555"E, an assumed- meridian. Z C041 Ch 'Apparent Physical Use onto or from adjoining -property or. abutting streets is shown hereon as "APU". co W 0 Apparent Physical Use (APU) may indicate the existence of written or unwritten property rights between . =1 CS NOT PLATTED adjoining owners.' Ld No under < a) SIGN ground improvements, installations. foundations or utilities located. 20.3 W 72!00' 00 RIW - r, 'MCA <-n PROPOSED C14 No environmental issues have been -addressed by this survey- 0 Co All dimensions shown from boundary lines to Improvements (other than buildings) are to cent' V) er of said improvements. All symbols used to depict improvements are not to scale. 0 a z Q U_ Z Lands shown hereon were not abstracted for rights -of -way, easements, ownership or other 'Instruments CA of record by -this firm. 3: w Da Mz <E. aa- 0 According. to Flood Insurance Rate Map Community Panel No. 120185 0220. E, City of Ocoee, Orange 0 z County,.Florida, effective date December 6, 2000,* X the lands described. hereon lie in Zone ' .(Unshaded). < F;- 0.0 u - M Ali 'adjoining rights -of -way,* subdivisions and information on adjoining properties shown hqreon are from z 0- Z LOO information shown on County Tax Assessor Maps. The undersigned- surveyor. and Donald W. McIntosh r, A ssoclates, Inc. neither attempted nor were required to do a title search regarding such infor *motion. OD0 Users of this survey are placed on notice that.r.elionce on *such Information is at their own peril, in this 0 r- regard.' Z FN Monument offset directions and distances are computed in cardinal directions from boundary, corners I. relative to the bearing bdii& (i.e., N 0.25' = North 0.25). Z. W to> 00 All- boundary line bearings,.. distances and -curve *data are described and measured unless shown as s (D) Of 6' CLF Described and/or (M) I . Measured < CN. R a4*.E CN0- (APO), Fence ownership not determined unless otherwise noted. z CIT Sprinkler heads, meters, valves and irrigation lines, if any, are not shown hereon. C3 W C%l 00 Q A '--EAST tOtOF Surveyor has. reviewed the following items listed 'in Schedule B, Section 2 of First American Title ASPHALT SIDEWALK G'Insurance Company- 7"Itle C,111 ommitmen t, Agent File No.: Wercontilei Bank CS#06-225, 19949.160102, effectively 3: 10 2.3E (APU) . 0 doted, Morch"3, 2006, for easements and. rlghts=of­way and finds. the following. - 0. 55'. A&AR to L x4-35. 5.3 UJ CB--$484 5 item, OMcialRecords No. Comments 04 1-;—'N8.9*38'221E 12.W PT X 45 W I Bookftge(q) Description 0 389411363 0 Sewer Service Agreement Subject property does not lie in territorial boundary. PROPOSED .8 470212589 YirstAmandment Subicapmperty. does not lie in twitatial boundwy. WALL. AND 00 8 589613531 Second Amendment Subjectproperty. does niotlie in ftnitaiial boun4aly. 8 643212130 Third Amendment Subject property does not lie in territorial boundary. LANDSCAPE IRE EASEMENT 9 40341291 Water ServicoAgreament SubjectPriopw'y does n-iot'16 in territorial b6 dazy. VAU�T- NT un Foam 9 41021367 Water Service.Agreement Subjectproper M R ty. does not lie in tatritorid bouuda� 6� oe 9 470212576 FirstAmendaient Subject property does not He in teaftbilal bowxWy. 6' CLF N .9 643212116 Second Amendment SubjectProperty does not lie in territorial boundary. PO NOT PLATTED 10 428512190 DeveloperAgmement Applicable to subjectpropert no easements conveyed . . I i, . y Pr 77.8, 10 46190136 SecondAgmement. ble. (A to subjectpropeg PU) 10 65031464- Fiht Amendment - y-nomementsconveyed •.10 782613809 Secon =ble to subjectpropeity -no easements conveyed. POINT PF BEGINNING.. dAmendment Applicable to subjeotpropeity -no.easements conveyed. property -no easements conveyed R:o57 0.1 10 79001382. Joinder & Consent Applicable to'subj&l SET N&D h.LB68 •PC I . . - . 1 11 782613ii30 Land Use Plan Amendment EAST EDGE OF 4 20 W NOT PLATTED Applicable to subject property -no easements conveyed ASPHALT SIDEWALK .• 2.3 LEGEND property e 2XE (APU) The p erty may also be subject to other matters set forth in said Title Commitment. ni. C8 SURVEYOR'S. CERTIFICATION ATION R=20.00SYMBOLS ABBREVIATIONS MEADOW RIDGE SITE W 'A=94#07159" MAGUIRE SHOPPES LLC W L;= 12:86* l LI LINE NUMBER (SEE LINE. TABLE), Al AIR COND17IONER This Sur is Made . for the benefit of C P vey CI -CURVE Numem (SEE CURVE TABLE) A PROX APPROMMAX 0 -47* Apu APPARENT PHISFCAL USE ,-N 25?37"W LENDER: MERCANTILE BANK CBCENTRAL -ANGLE T ASPH ASPHALT LENDER'S R- ...... US DEAN, MEAD, .EGERTON,' BLOODWORTH, 0 L__ ARC LENGTH COUNSEL: CAPOUANO & SOZARTH, P.A. CB= CHORD BEARING aw BARBED WIRE FENCE C__ CHORD 3-9W 3-S7RANOS BARBED WIRE OF FENCE RE 0 TITLE AGENT.• AKERMAN SENTERFITT TITLE COMPANY: FIRST AMERICAN TITLE INSURANCE COMPANY SIGN CHAIN LINK FENCE' p 'SECTION TOWNSHIP. RANGE CLIF BORROWER. MAGUIRE SHOPPES 11, LLC, a Florida limited liability company 00, SEC. 32-22-28 CONC CONCREIt'-'. TMH 0 .45LEPWNE� MANHOLE. CONCRM BLOCK z that this survey,. SIGNAL POLE h dated 4-45 '09 Sp I hereby certify 2006: 1 04 04 UP U71UTY POLE CM C&XRM,MONUMENT. wos*nOde on tho ground and mapped under my su vision and to the. best of my knowledge, -belief and 77? M' 7ELEPHONE RISER R CMP CORRUGATED: METAL: PIPE per ES M ELECTRIC BOX C&G CURB AND GUTTER professional opinich correctly shows. (i)'the boundaries 'and are' CIA (C) COMPUTED LP LIGHT POLE i;of building s of the subject property and the location, and gs and visible Improvements th iere'on and the distance as ance therefrom to the nearest facing exterior property GW� GUY WIRE (D) DESCRP71ON - lines of .the .'subject property; (il) the location Of• all. fights-*61' way, easements and other matters - of record which - W w OVERHEAD WIRE are Cn plottdble and which are reflected on MortQaaee's., .-Title Insurance Commitment. No. .19949.160182. issued by the Title VIA 71ONS •rLY1 EASTERLY NnER11 A13 ELEV. EL.EVATION' Cbmoany, zffocting..or benef! tn4 -the 'subject' property, and ►(III) all dedicat6d,publk. streets abutting the subject th PLAT property, 2 R n. 2 EP EDGE OF PAVIEVENT operty, together with the, wid and name thereof PR PLAT, BOOK ESUT EASEMENT �6) PG PAGE unless.'shown there are no'visible: (1) encroachments upon the subject property by improvements' on adj6cent PGS PAWS encroachm 66 property streets, or alleys by any-lmprove*�nents on the subject property, FND FOUND property, encroachments' -adjacent P i �erfy, OHIO Co PVC POLYWNYtCHLORIDE FPC FLORIDA POWER CORPORATION z PC POINT OF CURVATURE (w) party wails. (iv) conflicts'or protrusions: (v) overlaps or boundary lines dispute - or (vi) surface 'easements above Poo POINT OF -COMPOUND CURVATURE FO FENCE; CORNER pro . S; Q: 0000 0 FF.. FINISH. FLOOR ELEVA77ON ground br below ground which are ' in use. and.. not of records, PCP PERMANENT CONTROL -POINT FOC FIBER* '(c) shows that the subject property abuts Maguire. Road, Moore - Road and Seventh Avenue the - some being pa : ve OP#c CABLE. :� .. . PROFESSIONAL ?VEYOR - DEPARTMENT. OF with" dedicated public rights -of -way maintained by Orange County,' Florida -or *'the City Of. Oc - Florida.- meet.� �J PLS LAND Sul FDOT FLORIDA d, z POL POINT ON. LINE -TRANSPORTATION oee, s all, .0 PRC- N CURVATURE �s - established by law it Chapter 472, Florida Statutes, and the "Minimum Technical cp T 'S' CU . FM FORCEMAIN requirement. in a 1-20.00' PRM POINT REFERENCE MONUMENT )4. establish a - (Chapter 61-G-17, Florida Administrative Code), PO T NFAS Standards for: Land S&rve.)4ng in the State.. of Florida" (C PT IN GOVT GOVERNMENT pog POINT .OF BEGINNING (d) shows that_ *the subject. property contains 8.521 acres (371, 194 square feet),. z 40.00' Poc POINT OF COMMENCEMENT -that the property is located iri Zone 'Y' (Unshaded) and the flood map number from which this REINFORCED CONCRETE PIPE HC HANDICAP (e) shows 0 RCP IR IRON'ROD* information' was obtained; RIW RIGHT-m-oFt--�WAY to IDENTIFICATION a S n - - - - - - UTM UNDERGROUND TELEPHONE MARKER iNv IN shows the leg,/ description hereon, which is identical to the legal description shown on the sketch of the X-MARKER FOCH - FIBER oPTc*dA8LjE property and; RUV* REUSE WATER' VALVE LB LICENSED BUSINESS N6'9*4754*"E S LINE" N 112, SW 1A BOV BLOWP OFF VALVE LNDSCP. LANDSCAPE (g) if th 6 subject -property is comprised. of one or "more, subparcels, the metes and bounds perimeter legal W z 60.00, SEC 32=22-28 Cup caNCRor"unutY POLE description of the subject property contained. on the plat of survey encompasses Gil of said subparcels and all of said 2 UR UTILITY RISER -UH MANHOLE: subparcels are contiguous, each to' the other and there are' no gaps,. gores- or overlaps. . 2 1 - PARKER-KAYLON MHS MANHOLES co 0 .01 SW CORNER Pk, MAILBOX MES MITERED END SECTION CL 0 0. . N 2�'. �W 114 SEC me JWG JDNES, WOOD, AND GENTRY' MEASURED W 32�12 _26 Elw EDGE OFWWATER. ER LOL. ii • NON -RADIAL Q NR CCR. .#12903 NT NON -TANGENT W 0 EK (UNLEESS,07HERMSE -NOTED) -N&D MAIL DISK. DONALD -W McINTOSH ASSOCIATESANC. 0_ ouc ORLANDO UnMVES,COMMISSION (Certificate of Authorization No. 113s8) W .00 ORB -OFFICIAL RECORDS SOOK CL SET 112- IRON ROD Survey 0 I-C 4� ate; & CAPfflB 6B NOTED)ignaiure (UNLESS 07HERMSE POINT OF -COMMENCEMENT 'Florida'Reglstervd. surveyor and. Mapper SW CORNER SEC 32�-22­28 'Certificate No. z C4 Not -voltd. without. the sign urs and W LL cc W .0. the 6rlglhql raised seal of a Florida < 0 "r I" licensed 'surveyor and mopoen. IX 1 (1) 21 t3 Wow F File Name. ,\Proi .'2006\ 26029\Sdwg\bndy\Meadow Ridge Commerclal.dwg ITEM NUMBER IV. B. Ocoee Pines PUD Land Use Plan / Rezoning Preliminary Subdivision Plan Mayor S. Scott Vandergrift City Manager Robert Frank STAFF REPORT Commissioners Gary Hood, District 1 Scott Anderson, District 2 Rusty Johnson, District 3 Joel F. Keller, District 4 DATE: May 3, 2007 TO: The Planning and Zoning Commission FROM: J. Antonio Fabre, AICP, Principal Planner to THROUGH: Russ Wagner, AICP, Community Development Director SUBJECT: Ocoee Pines (FKA: Whispering Pines) PUD Land Use Plan / Rezoning - Project # AR-04-08-21 Preliminary Subdivision Plan - Project # LS-2004-014 ISSUE: Should the Planning & Zoning Commission recommend approval of the PUD Land Use Plan/ Rezoning and Preliminary Subdivision Plan for Ocoee Pines? BACKGROUND: The subject property includes approximately 101 acres of land and is generally located northwest of Clarcona-Ocoee Road and southeast of Forest Lake Golf Course. The property is currently vacant, wooded and undeveloped. The property was originally a remnant of a historic (circa 1920s) residential park (West Orange Park) that was never developed. Basically, the project is a redevelopment of this historic platted subdivision. It was determined that the historic plat could have potentially have been vested for 352 residential units. On August 8, 2006, the property was re -platted under Orange County jurisdiction as "Ocoee Pines". This plat dedicated essential right-of-way for the future Clarcona-Ocoee Roadway realignment. Subsequently, the subject property was also incorporated into the corporate boundaries of the City of Ocoee on November 7, 2006. The Future Land Use designation is "Low Density Residential' which allows up to 4 dwelling units per acre. Existing land use to the northeast is single-family residential subdivision (Ingram Trails), zoned R-1AA; to the west and northwest is Forest Lake Golf Course, zoned A- 1; to the east is residential land zoned agricultural located on unincorporated Orange County and further east is vacant land proposed to be developed as a single-family residential subdivision (Arden Park) in the City limits, zoned R-1AA; and to the south across Clarcona- Ocoee Road is single-family residential zoned R-1 in the City limits. May 8, 2007 - Planning and Zoning Commission Page 2 of 3 DISCUSSION: Ocoee Golf, LLC, the applicant, is requesting an Initial Zoning of a residential PUD (Planned Unit Development), Land Use Plan and a Preliminary Subdivision Plan. The Preliminary Subdivision Plan proposes 189 single-family residential lots and 154 townhomes units with associated infrastructure. As a result, the PSP as presented has a total of 343 dwelling units which does not exceed the underlying land use density cap. The maximum gross residential density is approximately 3.37 dwelling units per acre. The Preliminary Subdivision Plan layout has the townhomes on the northeastern portion of the site. The PUD specifies minimum lot sizes of 75 feet by 120 feet (Type 1), 70 feet by 120 feet (Type 11), 60 feet by 120 feet (Type III) and 25 feet by 60 feet for the townhomes portion of the site. The minimum living area for the single-family portion is 2,000 square feet for Type I, 1,800 square feet for Type II, 1,600 square feet for Type III and 1,200 square feet for the townhomes portion. The PUD Land Use Plan and PSP includes the realignment of Clarcona-Ocoee Road consistent with the City of Ocoee Comprehensive Plan and Orange County roadway improvements plans. Accordingly, the required right-of-way was already dedicated via Plat thru Orange County approval as cited above. Two small remnant parcels have access easements provided by the recorded Plat. The City eventually plans to condemn these two parcels for public uses and annex them into its corporate limits. The Ocoee Pines LUP & PSP will have two (2) access points into the site; both will utilize the new Clarcona-Ocoee Road realignment. The City of Ocoee will be providing water, sewer and reuse services to the site. This will call for a utility territorial boundary adjustment between the City and Orange County. A Development Agreement will eventually accompany the PUD Land Use Plan for approval and execution by the City Commission. The Conditions of Approval specified in the Land Use Plan form the basis of the proposed Development Agreement. The project is vested from school capacity as a result of its historical platting as a mobile home park. DEVELOPMENT REVIEW COMMITTEE RECOMMENDATION: The Development Review Committee (DRC) reviewed the Ocoee Pines PUD Land Use Plan and the Preliminary Subdivision Plan on May 1, 2007. There were some minor technical issues to be addressed from the City Attorney, Engineering Department and Planning Division that were identified in written staff comments and presented verbally. A noteworthy issue during discussion was the property boundary along the western portion of the site (Forest Lake Golf Course). There appears to be a boundary discrepancy that is currently being worked out by the developer and Forest Lake Golf Course (the City). The City does not anticipate this issue will prevent the developer from moving ahead with his project. A Condition of Approval was collectively agreed to be added to the Plans to address this issue. The COA will state that a formal agreement on this new boundary line will be resolved prior to submission of the Final Subdivision Plan. All other issues were discussed and all changes to the Plan were agreed upon. May 8, 2007 - Planning and Zoning Commission Page 3 of 3 After discussion was completed, the DRC voted unanimously to recommend approval of the Ocoee Pines PUD Land Use Plan and the Preliminary Subdivision Plan, subject to the changes discussed being made to the plans prior to the Planning & Zoning Commission. The Ocoee Pines PUD Land Use Plan and Preliminary Subdivision Plan (date stamped May 2, 2007) incorporates the DRC's requested changes. Due to time constraints, the City Attorney's Office and the City's Engineering Department will not have enough time to respond before packets are reproduced for the P&Z meeting. Therefore, if any new comments are generated in respond to the original requested information then they will be handed out on a memorandum form at the P&Z meeting. STAFF RECOMMENDATION: Based on the recommendation of the DRC, Staff respectfully recommends that the Planning and Zoning Commission recommend approval of rezoning the property from Orange County Agricultural "A-V to City of Ocoee "PUD" based on the Land Use Plan, and further recommends approval of the Preliminary Subdivision Plan as date stamped received by the City on May 2, 2007, subject to incorporating the COA as discussed at DRC and any remaining comments from City Attorney's Office and the City Engineering Department prior to the City Commission meeting. Attachments: Location Map; FLU Map; Zoning Map; PUD Land Use Plan date -stamped May 2, 2007; Preliminary Subdivision Plan date -stamped May 2, 2007. Ocoee Pines Location Map LAKE - -- ------ - --------------------- UX w I LAKE MEADO 1 E MEADO Ocoee Pines Future Land Use Map 1 inch equals 800 feet 240120 0 240 480 720 Feet Printed: September 2001 DSubject Property Unincorporated Territory and Other Municipalties Low Density Residential Medium Density Residential High Density Residential Professional Offices and Services Commercial Light Industrial Heavy industrial Conservation/Floodplains Recreation and Open Space Public Facilities/institutional Lakes and Water Bodies • Ocoee Pines Man iring i) UD) . Unclassified # # } TOTAL GROSS ACRES 101.66 AC. ± NOTE: ALL ACREAGE CALCULATIONS LISTED HEREON EXCLUDE THE THREE OUTPARCELS SHOWN HEREON THAT ARE NOT OWNED BY THE DEVELOPER AND NOT A PART OF THIS PLAN. PHASING: ONE PHASE EXISTING ORANGE COUNTY ZONING = A-1 REQUESTED OCOEE ZONING = PLANNED UNIT DEVELOPMENT (PUD) EXISTING LAND USE = LOW DENSITY RESIDENTIAL (CITY OF OCOEE) MAXIMUM 4 DU/AC. PROPOSED LAND USES RESIDENTIAL: NUMBER OF LOTS 343 MAXIMUM GROSS DENSITY 343 LOTS (DU)/101.66 AC = 3.37 DU/AC. LOT TYPE I- SINGLE FAMILY LOT TYPE II- SINGLE FAMILY TOTAL NUMBER OF UNITS 83 TOTAL NUMBER OF UNITS 45 TOTAL AREA 22.8 AC. f TOTAL AREA 22•8 AC- NET DENSITY 3.6 DU/AC.f NET DENSITY 2.0 DU/AC.f MINIMUM LOT SIZE 8,600 S.F. (75' X 115') MINIMUM LOT SIZE 8,000 S.F. TYPICAL LOT SIZE 75' x 120' TYPICAL LOT SIZE 70' x 120' MAXIMUM BUILDING COVERAGE 40% MAXIMUM BUILDING COVERAGE 40% MAXIMUM IMPERVIOUS SURFACE 50% MAXIMUM IMPERVIOUS SURFACE 50% MAX. BUILDING HEIGHT 35 FT. MAX. BUILDING HEIGHT 35 FT. MAX. NUMBER OF STORIES 2 MAX. NUMBER OF STORIES 2 MINIMUM NET LIVING AREA 2,000 S.F. MINIMUM NET LIVING AREA 1,800 S.F. BUILDING SETBACKS BUILDING SETBACKS FRONT YARD 25' FRONT YARD 25' STREET SIDE YARD 25' STREET SIDE YARD 25' SIDE YARD 7.5' SIDE YARD 7.5' REAR YARD 25' REAR YARD 25' PARKING SPACES PER UNIT 2 (GARAGE) PARKING SPACES PER UNIT 2 (GARAGE) LOT TYPE III- SINGLE FAMILY TOWNHOMES TOTAL NUMBER OF UNITS 61 TOTAL NUMBER OF UNITS 154 TOTAL AREA 14.3 AC f TOTAL AREA 22.8 AC. f NET DENSITY 4.1 DU/AC.f NET DENSITY';. 6.8 DU/AC.f MINIMUM LOT SIZE 7,000 S.F. MINIMUM SIZE 2,470 S.F. TYPICAL LOT SIZE 60' x 120' TYPICAL UNIT SIZES 25' x 60' MAXIMUM BUILDING COVERAGE 40% TYPICAL LOT SIZE 28' x 60' (END UNIT) MAXIMUM IMPERVIOUS SURFACE 50% 6 UNIT BUILDING 25' x 100' MAX. BUILDING HEIGHT 35 FT. 28' x 100' (END UNIT) MAX. NUMBER OF STORIES 2 4 UNIT BUILDING 26 x 100' MINIMUM NET LIVING AREA 1,600 S.F. 28' x 100' (END UNIT) BUILDING SETBACKS MAXIMUM BUILDING COVERAGE 40% FRONT YARD 25' MAXIMUM IMPERVIOUS SURFACE 70% STREET SIDE YARD 25' ALL TOWNHOME LOTS ARE FEE SIMPLE SIDE YARD 7.5' MINIMUM LIVING AREA 1,200 S.F./UNIT REAR YARD 25' MAX. BUILDING HEIGHT 35 FT. PARKING SPACES PER UNIT 2 (GARAGE) MAX. NUMBER OF STORIES 2 BUILDING SETBACKS FRONT YARD 20' SIDE YARD 0' FEE SIMPLE) 20MIN. SEPARATION BETWEEN BUILDINGS) 30' MIN. SEPARATION FROM FRONT OR REAR BUILDING FACE TO ADJACENT BUILDING) PARKING SPACES PER UNIT 2.25 (2 CAR GARAGE PER UNIT) 41 COMMON PARKING SPACES PROVIDED THE MAXIMUM BUILDING COVERAGE SHALL NOT EXCEED THIRTY (30) PERCENT OF THE GROSS LAND AREA. OPEN SPACE: A MINIMUM 30% OPEN SPACE FOR THE OVERALL PROJECT WILL BE PROVIDED PER PLANNED UNIT DEVELOPMENT REGULATIONS, INCLUDING BUFFERS, DRY RENTENTION AREAS (5:1 MAXIMUM SLOPE, UNFENCED), RECREATION AREAS, AND OTHER OPEN SPACE. ADDITIONAL PARKING WILL BE PROVIDE AT THE COMMUNITY RECEATION CENTER AS REQUIRED BY THE LAND DEVELOPMENT CODE. RECREATION AREA REQUIRED: PROJECTED POPULATION: RECREATIONAL AMENITIES PROVIDED: COMMUNITY CENTER, POOL/SPA, SINGLE FAMILY DWELLINGS: 189 UNITS X 3 = 567 TOT LOT AND SAND VOLLEYBALL COURTS MULTI -FAMILY DWELLINGS: 154 UNITS X 2 = 308 TOTAL POPULATION 875 RECREATION AREA REQUIRED: 5 AC./ 1,000 POPULATION = 875 X 0.005= 4.38 AC. OR 5% OF GROSS LAND AREA= 101.66 AC. X 0.05= 5.08 AC. PROJECTED SCHOOL AGE POPULATION: PROJECTED POPULATION SINGLE FAMILY DWELLINGS: 189 UNITS X 3.25 = 614.25 ELEMENTARY SCHOOL: 199.85 X .52 = 103.92 MULTI -FAMILY DWELLINGS: 154 UNITS X 2.50 = 385.0 JUNIOR HIGH SCHOOL: 199.85 X .25 = 49.96 TOTAL POPULATION 999.25 SENIOR HIGH SCHOOL: 199.85 X .23 = 45.96 TOTAL PROJECTED SCHOOL AGE POPULATION: 999.25 X .20 = 199.85 PROJECTED AVERAGE DAILY TRIPS: ** SINGLE FAMILY: 189 LOTS x 9.57 TRIPS/UNIT = 1,809 TRIPS TOWNHOMES: 154 LOTS x 5.86 TRIPS/UNIT = 902 TRIPS TOTAL 2,711 TRIPS ** SEE TRAFFIC IMPACT ANALYSIS PREPARED BY TRAFFIC PLANNING AND DESIGN , INC. POTABLE WATER SERVICE PROVIDED BY CITY OF OCOEE, 150 N. LAKESHORE DR., OCOEE, FL, 34761 (407) 905-3100 120,050 GALLONS PER DAY. FIRE HYDRANT SPACING PER CITY OF OCOEE LAND DEVELOPMENT CODE. RE -USE WATER SERVICE PROVIDED BY CITY OF OCOEE, 150 N. LAKESHORE DR., OCOEE, FL, 34761 (407) 905-3100 SANITARY SERVICE PROVIDED BY CITY OF OCOEE, 150 N. LAKESHORE DR., OCOEE, FL, 34761 (407) 905-3100. 102,900 GALLONS PER DAY. FIRE PROTECTION PROVIDED BY CITY OF OCOEE, 150 N. LAKESHORE DR., OCOEE, FL, 34761 (407) 905-3100. FIRE FLOWS 1,000 GPM. TOWNHOMES ARE REQUIRED TO HAVE NFPA 13D FIRE SPRINKLER SYSTEM INSTALLED. NATURAL GAS SERVICE PROVIDED BY LAKE APOPKA NATURAL GAS, 38 N. PARK AVE., APOPKA, FL, 32703-4216, (407) 886-1177 ELECTRIC SERVICE PROVIDED BY PROGRESS ENERGY FLORIDA, INC., 452 E. CROWN POINT RD., WINTER GARDEN, FL 34787, (407) 905-3302 CABLE SERVICE PROVIDED BY BRIGHT HOUSE, 844 MAGUIRE ROAD, OCOEE, FL 34761, (407) 291-2500 TELEPHONE SERVICE PROVIDED BY BELLSOUTH, 1227 DIVISION STREET, ORLANDO, FL 32805, (407) 245-3068 FLOOD PLAIN: (FEMA ZONE: X) THE SITE DOES NOT LIE WITHIN THE 100 YEAR FLOOD ELEVATION ACCORDING TO THE FLOOD INSURANCE RATE MAP, MAP NUMBER 12095CO210 E: DECEMBER 6. 2000; FEDERAL EMERGENCY MANAGEMENT AGENCY RIGHT-OF-WAY INTERNAL TO SUBDIVISION TO BE PUBLIC. ALL COMMON AREAS AND FACILITIES WILL BE MAINTAINED BY A HOME OWNER'S ASSOCIATION, IMPACT FEE CREDITS: IMPACT FEE CREDITS FOR THE REALIGNMENT AND CONSTRUCTION OF CLARCONA OCOEE ROAD WILL BE PROVIDED BY ORANGE COUNTY ACCORDING TO THE ROADWAY NETWORK AGREEMENT BETWEEN THE APPLICANT AND ORANGE COUNTY. MAY REVISED 219 2004 ULY 159 2005 s 3 f lovliMR 119 200 "LCH 219 2006 UST 39 2006 iY 19 2007 INDEX OF SHEETS 1 COVER SHEET 2 CONDITIONS OF APPROVAL / TRACT OWNERSHIP 3 EXISTING CONDITIONS 4 LAND USE PLAN 5=6 OCOEE PINES PLAT McCOR ICK RD McCORMICK RD ..........r _r--f LEGAL DESCRIPTION OF SUBJECT PROPERTY N 0 i a o o ' - .... A portion of Section 5, Township 22 South Range 28 East Orange County, Florida and a Replat of a portion of West Orange Park according to the Plat thereof, as recorded in Plat Book M, Pages 1, 4 and 5 of the Public Records of Orange County, Florida, being more particularly N % ? described as follows: Commence at the South 1/4 corner of said Section 5; thence run N 00'33 46 E, along the North -South center section line of said Section r o r RO 5, a distance of 1417.48 feet to the Southwest corner of the Northwest 1 4 of the Southeast 1 4 of said Section 5 thence run N o ' oc°�� 00'15'45" E, along the West line of said West Orange Park, a distance of 541.00 feet to the POINT OF BEGINNING; thence continue to run N f. 00'15'45" E, along the West line a distance of 875.64 feet; thence run N 02'47'38" E, along said West line a distance of 1381.02 feet to the `_<r:`.. " ` •,..� North line of said West Orange Park; thence run S 87'00'58" E along said North line, a distance of 1323.24 feet; thence run S 87'02'32" E, along said North line, a distance of 1328.25 feet; thence departing said North line, run S 02'14'23" W, a distance of 106.50 feet; thence run S 73*28'15" W, a distance of 448.75 feet; thence run S 02'19'19" W, a distance of 180.78 feet; thence run S 88'05'37" E, a distance of Y 125.05 feet; thence run S 02'11'03" W, a distance of 104.00 feet; thence run N 88'05'44" W, a distance of 150.17 feet; thence run S WEST RD f' 5 02'14'58" W, a distance of 154.01 feet; thence run N 88'05'39" W, a distance of 200.09 feet; thence run S 02'15'12" W, a distance of F o r•..- 258.01 feet; thence run S 88'05'44" E, a distance of 50.35 feet; thence run S 02'14'23" W, a distance of 104.00 feet; thence run N '• :; » 88'05 44 W, a distance of 75.00 feet; thence run S -02'14 23 W, a distance of 283.00 feet; thence run S 88'05 44 E, a distance of 11.04 g feet; thence run S 00'10'05" W, a distance of 943.27 feet; thence run N 89'08'55" W, a distance of 166.44 feet; thence run N 00'11'55" E, StP� CV4RCONA-OCOEE RD HACKNEY PRAIRI RD �., � a distance of 272.02 feet; thence run N 89'08'55 " W, a distance of 498.87 feet; thence run S 00'17'22" W, a distance of 400.44 feet; Q S 89'47'57" W, a distance of 550.00 feet; thence run S 00'17'22" W, a distance of 258.00 feet to a point on the North right of thence run way line of Clarcona-Ocoee Road; thence run S 89°47'57" W, along said North right of way line, a distance of 100.00 feet; thence departing FUu.ER'S CROSS RD m :, j "'' ,: said North right of way line, run N 00'17'22" E, a distance of 516.00 feet; thence run S 89'47'57" W, a distance of 685.82 feet to the POINT W 3 .,! OF BEGINNING. o HARRIS RD z MARLS D g a E Less and except Lots 1 & 2, Block 9, Lots 47 & 48, Block 26 and Park Lying North of Block 6, all being in said West Orange Park, and y W Y less Tract B, Ocoee Pines, according to the plat thereof, as recorded in Plat Book 66, Page 94 of the Public Records of Orange County, W 8 B Florida. Y Q Q Containing 101.66 acres more or less. O v ST RD g a FRS :,,.> •-p�jM TRQFTD j!!!!jj• IjI Iv: `ff''911 ' S �*_V R �;R�M �* UkIL M, OWNERS CIVIL ENGINEER/PLANNERS OCOEE GOLF, L.L.C. PROFESSIONAL DESIGN ASSOCIATES, INC. 950 SOUTH WINTER PARK DRIVE, SUITE 350 3191 MAGUIRE BLVD., SUITE 190 CASSELBERRY, FLORIDA 32707 ORLANDO, FLORIDA 32803 PHONE: (407) 699-0894 PHONE: (407) 898-1530 FAX: (407) 699-4286 FAX: (407) 898-2644 ' pda®pdoorlando.com f GEOTECHNICAL ENGINEER POINT FOUR ENGINEERING 193 WEST NEW YORK AVENUE LAKE HELEN, FLORIDA 32744 I PHONE: (407) 260-9449 FAX: (386) 228-2808 I I E 3 TRANSPORTATION TRAFFIC PLANNING AND DESIGN, INC. 535 VERSAILLES DRIVE MAITLAND, FLORIDA 32751 PHONE: (407) 628-9955 FAX: (407) 628-8850 APPLICANT OCOEE GOLF, L.L.C. 950 SOUTH WINTER PARK DRIVE, SUITE 350 CASSELBERRY, FLORIDA 32707 PHONE: (407) 699-0894 FAX: (407) 699-4286 SURVEYOR HARTLEY SURVEYING, INC. 283 TIGER LILY COURT ALTAMONTE SPRINGS, FLORIDA 32714 PHONE: (407) 383-6978 FAX: (407) 788-9415 ENVIRONMENTALIST BIO-TECH CONSULTING, INC. 337 NORTH FERNCREEK AVENUE ORLANDO, FLORIDA 32803 PHONE: (407) 894-5969 FAX: (407) 894-5970 LEGAL COUNSEL JASON W. SEARL, P.A. 1518 MT. VERNON STREET ORLANDO, FLORIDA 32803 PHONE: (407) 894-0591 FAX: (407) 894-0593 Wendell J. Stafford #LA0001222 10 r NA L ii Al a f,A f 1. THE CITY OF OCOEE IS SUBJECT TO THE TERMS, PROVISIONS AND RESTRICTIONS'OF FLORIDA STATUTES, CHAPTER 163, CONCERNING MORATORIA ON vi. PROVISION THAT NO PROPERTY OWNED BY THE CITY OR ANY OTHER GOVERNMENTAL ENTITY SHALL BE SUBJECT TO ASSESSMENTS LEVIED BY THE Lu 10 THE ISSUANCE OF BUILDING PERMITS UNDER CERTAIN CIRCUMSTANCES. THE CITY'" HAS NO LAWFUL AUTHORITY TO EXEMPT ANY PRIVATE ENTITY OR ASSOCIATION. Z m 3 m ti ITSELF FROM THE APPLICATION OF SUCH STATE LEGISLATION AND NOTHING HEREIN SHALL BE CONSTRUED AS SUCH AN EXEMPTION. vii. PROVISION THAT ANY AMENDMENT TO ANY PROVISION AFFECTING THE CITY REQUIRES THE CONSENT OF THE CITY IN AN INSTRUMENT RECORDED WITH 2. EXISTING TREES 8 IN. DBH OR LARGER (OTHER THAN CITRUS TREES OR 'TRASH' TREES) LOCATED ALONG PROPOSED LOCATIONS OF BUFFER WALLS OR THE AMENDMENT. W 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. o m C.0 o z 28. THE ARTICLES OF INCORPORATION AND BYLAWS OF THE ASSOCIATION SHALL BE CONSISTENT WITH THE FORGOING PROVISIONS. 2 Z W 3. THE EXISTING GRADES ON INDIVIDUAL LOTS CONTAINING PROTECTED TREES WILL BE MAINTAINED AS MUCH AS POSSIBLE TO PRESERVE EXISTING s �c PROTECTED TREES. FOR LOTS CONTAINING PROTECTED TREES, THERE WILL BE NO GRADING OR OTHER CONSTRUCTION ON INDIVIDUAL LOTS EXCEPT AS 29. EXCEPT AS SPECIFICALLY NOTED ON THIS PLAN, DEVELOPMENT OF THIS PROPERTY SHALL BE CONSISTENT WITH THE REQUIREMENTS OF THE CITY OF W o = a o SPECIFIED IN THE FINAL SUBDIVISION PLAN, UNTIL BUILDING PERMITS ARE ISSUED FOR THOSE LOTS. OCOEE CODE. 0 V Q V CL 4. REMOVAL OF EXISTING PROTECTED TREES WILL BE LIMITED TO CLEARING ROAD RIGHT-OF-WAY AND RETENTION AREAS AS DETAILED IN THE FINAL 30. NOTHING HEREIN SHALL BE CONSTRUED TO WAIVE ANY PROVISION OF THE LAND DEVELOPMENT CODE EXCEPT TO THE EXTENT EXPRESSLY SET FORTH SUBDIVISION PLAN. ALL EXISTING PROTECTED TREES ON INDIVIDUAL LOTS WILL BE EVALUATED AT THE TIME OF SITE PLAN REVIEW FOR THAT LOT, TO ON A WAIVER TABLE. m DETERMINE WHETHER OR NOT EACH TREE NEEDS TO BE REMOVED. ALL COMMON AREA IMPROVEMENTS INCLUDING ENTRY FEATURES, WALLS, o LANDSCAPING AND SIDEWALKS ALONG ROADS, AS WELL AS LANDSCAPING AROUND RETENTION POND TRACTS SHALL BE COMPLETED PRIOR TO ISSUANCE 31. ALL LANDSCAPE AREAS WILL BE IRRIGATED AND HAVE AN AUTOMATIC RAIN SENSOR. ti OF A CERTIFICATE OF COMPLETION. 5 32. OPEN SPACE BETWEEN TOWNHOME UNITS, WHICH IS NOT PART OF AN INDIVIDUAL LOT, SHALL BE OWNED AND MAINTAINED BY THE HOMEOWNER'S 5. IN ORDER TO INSURE THAT AS MANY EXISTING TREES AS POSSIBLE WILL BE PRESERVED, ALL ROAD RIGHT-OF-WAYS AND RETENTION AREAS WILL BE ASSOCIATION. FLAGGED FOR REVIEW BY THE CITY PRIOR TO ANY TREE REMOVAL NO CLEARING PERMITS WILL BE ISSUED FOR SITE WORK OR BUILDING 33. THE PLAN SHOWS AVAILABLE PAD SIZE FOR REFERENCE ONLY. FOR EACH INDIVIDUAL LOT, THE BUILDINGS SHALL NOT EXCEED 70% LOT COVERAGE \ o 0 0 CONSTRUCTION UNTIL THE TREES TO BE PRESERVED HAVE BEEN CLEARLY MARKED WITH TREE PROTECTION BARRIERS, AND THE TOTAL OF ALL IMPERVIOUS SURFACES SHALL NOT EXCEED 75% LOT COVERAGE. o 6. NO PERSON SHALL UNDERTAKE LAND CLEARING OR THE REMOVAL OF A4Y PROTECTED TREES WITHOUT FIRST OBTAINING A PERMIT FROM THE BUILDING 34. ALL UNDERGROUND UTILITIES SHALL COMPLY WITH SECTION 6-8 C 3 OF THE LAND DEVELOPMENT CODE, WHICH REQUIRES PEDESTAL -MOUNTED UTILITY DEPARTMENT. THE REMOVAL OF PROTECTED TREES SHALL BE MINIMIZED TO THE MAXIMUM EXTENT POSSIBLE AND NO AUTHORIZATION SHALL BE BOXES TO BE PLACED BACK OF THE STREET, NO MORE THAN 5 FEET FORWARD OF THE FRONT BUILDING SETBACK LINE, ON ALL RESIDENTIAL LOTS a o 0 0 GRANTED TO REMOVE A TREE IF THE DEVELOPER HAS FAILED TO TAKE REASONABLE MEASURES TO PRESERVE THE TREES ON SITE. WHICH ARE LESS THAN 70 FEET IN WIDTH WHERE THE LOT ABUTS THE STREET RIGHT-OF-WAY LINE. 7. a z z z a W W W W W UNLESS OTHERWISE NOTED, A 5 UTILITY AND DRAINAGE EASEMENT WILL BE PLATTED ALONG ALL SIDE LOT LINES AND 10' UTILILTY, DRAINAGE AND 35. FINAL STREET NAMING WILL BE COORDINATED THROUGH THE CITY BUILDING DEPARTMENT AT THE TIME OF FINAL PLAT SUBMITTAL. o 0 0 0 0 0 SIDEWALK EASEMENT ADJACENT TO THE STREET RIGHT-OF-WAYS. SIDEWALKS WILL ONLY BE PLACED IN THIS EASEMENT IF NECESSARY TO RUN THEM v v v v W W W W W y AROUND EXISTING PROTECTED TREES TO BE PRESERVED. 36. THE DEVELOPER SHALL CONSTRUCT APPROPRIATE CURB CUTS TO ENABLE ACCESS RAMPS AT ALL RIGHT-OF-WAY INTERSECTIONS (AND OTHER AREAS o 0 0 0 o W AS REASONABLY REQUIRED) IN ORDER TO ACCOMODATE ACCESS TO SIDEWALKS AND STREETS FOR PERSONS WHO ARE IN WHEELCHAIRS AND OTHER 0 0 0 0 0cx 8. ALL UTILITIES TO BE PLACED WITHIN THE 10' EASEMENT ALONG THE FRONT OF EACH LOT WILL BE PLACED AROUND EXISTING PROTECTED TREES TO BE PERSONS WHO ARE PHYSICALLY CHALLENGED, AND OTHERWISE COMPLY WITH ALL AMERICANS WITH DISABILITIES ACT ("ADA") REQUIREMENTS. WHEN o 0 0 0 0 PRESERVED. SIDEWALKS ARE CONSTRUCTED ON CORNER LOTS IN CERTAIN LOCATIONS, THE WALKS WILL BE EXTENDED TO THE CURB AND THE APPROPRIATE L 9. EACH FIRE HYDRANT SHALL BE PAINTED YELLOW IN COLOR AND A BLUE REFLECTIVE MARKER SHALL BE AFFIXED TO THE STREET IN THE CENTER OF RAMPS WILTHEN BE CONSTRUCTED. THE PROPERTY OWNER'S ASSOCIATION WILL BE RESPONSIBLE FOR THE CONTINUED MAINTENANCE OF ALLSTREETS AND SIDEWALKS IN ACCORDANCE WITH ALL ADA REQUIREMENTS THAT MAY NOW OR HEREINAFTER BE APPLICABLE TO THE PROJECT. THE LANE CLOSEST TO EACH HYDRANT. FIRE HYDRANTS SHALL BE SPACED PER CITY OF OCOEE LAND DEVELOPMENT CODE. �, to z z a L a 0 0 0 0 0 37. TRACT V V V (LIFT STATION TRACT) WILL BE CONVEYED TO THE CITY AT THE TIME OF PLATTING. THE LIFT STATION SHALL BE FENCED WITH A y 10. ALL DRAINAGE, UTILITY AND MAINTENANCE EASEMENTS SHALL BE FOR THE BENEF T OF THE PROPERTY OWNER'S ASSOCIATION. THE LAND BURDENED DECORATIVE ALUMINUM FENCE WITH POSTS AND RAILS PAINTED BLACK AND SHALL BE SET BACK NO LESS THAN 25' FROM ANY STREET. THE FT LI BY SUCH EASEMENTS SHALL BE OWNED BY THE INDIVIDUAL LOT OWNERS i � Q STATION SHALL ALSO BE SCREENED WITH SWEET VIBURNUM HEDGING (36 IN. HIGH AND 30 IN. ON CENTER), IN ADDITION TO JASMINE VINES. i 11. ALL COMMON AREA IMPROVEMENTS INCLUDING ENTRY FEATURES, WALLS, LANDSC rPING AND SIDEWALKS ALONG ROADS, AS WELL AS LANDSCAPING 38. ALL SCREEN WALLS, LANDSCAPE BUFFERS, ALL COMMON AREA LANDSCAPE IMPROVEMENTS AS WELL AS SIDEWALKS ALONG THE FUTURE LOCAL STREET AROUND RETENTION POND TRACTS AND THE LIFT STATION TRACTS SHALL BE COMPLETED PRIOR TO ISSUANCE OF THE CERTIFICATE OF COMPLETION. AND ALONG ALL OTHER PERIMETER PROPERTY LINES SHALL BE COMPLETED PRIOR TO ISSUANCE OF THE CERTIFICATE OF COMPLETION. \ \ o o 12. STREET LIGHTS MEETING CURRENT CODE REQUIREMENTS SHALL BE INSTALLED BYI THE DEVELOPER'S PRIOR TO CERTIFICATE OF COMPLETION AT THE 39. SHORT TERM RENTALS (RENTAL TERM LESS THAN 6 MONTHS) SHALL BE PROHIBITED. THIS RESTRICTION SHALL BE INCORPORATED INTO THE DEVELOPER'S EXPENSE AND THE COST OF THEIR OPERATION WILL BE ASSUMED BYTHE DEVELOPER IN ACCORDANCE WITH ORDINANCE NO. 95-17. DECLARATION FOR THE SUBDIVISION AND SHALL PROVIDE THAT THE PROVISION MAY BE ENFORCED BY THE CITY. TY OWNER'S ASSOCIATION SHALL BE CONVEYED TO THE PROPERTY OWNER'S 40. THE DECLARATION FOR THE SUBDIVISION WILL INCLUDE LANGUAGE REQUIRING THAT FOR THE TOWNHOME UNITS GARAGES MUST BE USED FOR PARKING 13. ALL TRACTS THAT ARE TO BE OWNED AND MAINTAINED BY THE PROPER ASSOCIATION BY WARRANTY DEED AT THE TIME OF PLATTING. CARS AND THAT PARKING WILL BE PROHIBITED ON THE STREETS, EXCEPT IN DESIGNATED OFF-STREET PARKING SPACES. u 14. ANY DAMAGE CAUSED TO ANY PUBLIC ROAD AS A RESULT OF THE CONSTRUCTION ACTIVITIES RELATED TO THE PROJECT SHALL BE PROMPTLY 41. THE DECLARATION FOR THE SUBDIVISION SHALL PROHIBIT RV AND BOAT PARKING WITHIN THE SUBDIVISION. REPAIRED BY THE OWNER TO THE APPLICABLE GOVERNMENTAL STANDARDS AT THE OWNER'S SOLE COST AND EXPENSE. w 42. THE DECLARATION FOR THE SUBDIVISION SHALL INCLUDE LANGUAGE REQUIRING THAT IF TRASH CANS ARE USED AT INDIVIDUAL UNITS, THEY SHALL BE era 4ti n 15. THERE SHALL BE NO ACCESS FROM THE PROPERTY TO ANY PUBLIC STREET EXCEPT AT THE APPROVED LOCATIONS SHOWN ON THE APPROVED FINAL STORED IN THE GARAGE, BUT IF THEY ARE STORED OUTSIDE THE GARAGE THEY SHALL BE SCREENED FROM VIEW WITH A DECORATIVE FENCE : o0 AND/OR LANDSCAPING. . SUBDIVISION PLAN. � � s -• �- 16. ALL CROSS ACCESS, UTILITY AND DRAINAGE EASEMENTS SHALL BE PROVIDED PRIOR TO OR AT THE TIME OF PLATTING. 43. THE DECLARATION FOR THE SUBDIVISION SHALL PROVIDE THAT A TRASH PICKUP WILL BE PROVIDED FOR EACH INDIVIDUAL UNIT. NO DUMPSTERS qj c 0 W SHALL BE UTILIZED FOR WASTE DISPOSAL. ' a 17. A PERPETUAL, NON-EXCLUSIVE ACCESS EASEMENT OVER ALL INTERNAL ROADWAYS AND OTHER PAVED AREAS IS HEREBY GRANTED IN FAVOR OF THE 44. ALL TRACTS WHICH ARE TO BE OWNED AND MAINTAINED BY THE ASSOCIATION SHALL BE CONVEYED TO THE ASSOCIATION BY WARRANTY DEED AT THE �vs CITY OF OCOEE AND OTHER APPLICABLE AUTHORITIES FOR LAW ENFORCEMENT, ARE AND OTHER EMERGENCY SERVICES. THE CITY MAY REQUIRE THAT TIME OF PLATTING. �C H THE OWNER EXECUTE AN EASEMENT IN RECORDABLE FORM WITH RESPECT TO THE FOREGOING. 45. THE DEVELOPER SHALL COMPLY WITH ORDINANCE NO. 2001-19 OF THE LAND DEVELOPMENT CODE, RELATING TO COMMUNITY MEETING ROOMS. 18. ALL UTILITIES INCLUDING ELECTRICAL, CABLE TV, AND TELEPHONE AND INCLUDING ON -SITE EXISTING OVERHEAD WIRES SHALL BE PLACED ea UNDERGROUND. ( 46. INTENTIONALLY DELETED d 19. A PROPERTY OWNER'S ASSOCIATION SHALL BE CREATED FOR OWNERSHIP AND MAINTENANCE OF ALL COMMON AREAS. 47. THE TOWNHOME PORTION OF THE PROJECT SHALL SHARE THE RECREATIONAL AMENITIES PROVIDED WITHIN THE SINGLE FAMILY PORTION OF THE � c $� DEVELOPMENT. 20. ALL LEGAL INSTRUMENTS, INCLUDING BUT NOT LIMITED TO, DECLARATIONS OF COVENANTS, EASEMENTS AND RESTRICTIONS, ARTICLES OF c INCORPORATION OF THE PROPERTY OWNER'S ASSOCIATION, AND WARRANTY DEEDS TO THE ASSOCIATION SHALL BE PROVIDED TO THE CITY FOR 48. ALL MULTIFAMILY RESIDENTIAL BUILDINGS COMPRISED OF THREE OR MORE DWELLING UNITS, REGARDLESS OF SQUARE FOOTAGE OR NUMBER OF STORIES, 0 H APPROVAL PRIOR TO PLATTING ALL OR A PORTION. OF THE PROPERTY. WILL INCLUDE AUTOMATIC FIRE PROTECTION SYSTEMS, CONFORMING TO NFPA 13D. 21. THE STORMWATER SYSTEM, INCLUDING ALL PIPES; INLETS, MANHOLES AND STRUCTURES, TOGETHER WITH TRACTS A-H (RETENTION PONDS), WILL BE 49. A BLANKET EASEMENT WILL BE PROVIDED TO THE CITY OF OCOEE OVER ALL TRACTS TO BE OWNED BY THE PROPERTY OWNER'S ASSOCIATION FOR THE OWNED, OPERATED AND MAINTAINED BY THE PROPERTY OWNER'S ASSOCIATION. MAINTENANCE OF ALL UTILITIES AND DRAINAGE OVER SUCH TRACTS, cp n 50. WATER AND SEWER SERVICE WILL BE PROVIDED BY THE CITY OF OCOEE. AT THE TIME OF PLATTING, EASEMENTS WILL BE PLACED OVER THE SERVICE �° o 22. THIS PROJECT SHALL BE DEVELOPED IN 1 PHASE. LINES AND DEDICATED TO THE CITY OF OCOEE. ® _ R 23. ALL EXISTING STRUCTURES, INCLUDING BUILDINGS, POWER LINES, AERIAL AND UTILITY FACILITIES, WILL BE REMOVED PRIOR TO OR DURING 51. RECLAIMED WATER WILL BE USED FOR IRRIGATION PURPOSES, IF AVAILABLE. A MASTER IRRIGATION SYSTEM WILL BE INSTALLED TO SERVICE ALL 0 CONSTRUCTION OF THE DEVELOPMENT REPLACING THOSE USES. COMMON AREAS AND RESIDENTIAL LOTS. THIS MASTER SYSTEM WILL BE OWNED AND MAINTAINED BY THE PROPERTY OWNER'S ASSOCIATION. 24. PURSUANT TO ORDINANCE 2001-18 ALL SUBDIVISION SIGNAGE MUST BE CONSISTENT WITH THE NAME OF THE SUBDIVISION. ANY SUBSEQUENT 52. ALL STORMWATER MANAGEMENT PONDS WILL BE UNFENCED WITH A MAXIMUM 5:1 SIDE SLOPES INTO THE POND. CHANGE TO THE NAME OF THE SUBDIVISION MUST BE APPROVED BY THE CITY COMMISSION. � 53. ALL BUILDING SETBACKS FROM ALL RETENTION AREAS SHALL BE 15 FEET FROM THE TOP OF BANK. 25. ALL BUILDING PAD ELEVATIONS SHALL EXCEED THE 100-YEAR FLOOD ELEVATION BY A MINIMUM OF TWO FEET. O 54. DRAINAGE EASEMENTS BETWEEN LOTS ARE SHOWN FOR LOCATIONAL PURPOSES ONLY. FINAL EASEMENT DIMENSIONS (WIDTHS) WILL BE SHOWN ON THE O Z 26. NOTWITHSTANDING THE CONVEYANCE OF THE STORMWATER RETENTION PONDS TO THE PROPERTY OWNERS ASSOCIATION (THE ASSOCIATION) OR ANY FINAL SUBDIVISION PLAN AND WILL BE SIZED TO MEET CITY REQUIREMENTS. J r^ PROVISION TO THE CONTRARY CONTAINED IN THESE CONDITIONS OF APPROVAL, THE 11 DEVELOPER SHALL REMAIN RESPONSIBLE FOR THE MAINTENANCE OF THE PROJECTS STORMWATER MANAGEMENT SYSTEM ,(SWMS), INCLUDING ALL STORMWATER RETENTION PONDS, UNTIL SUCH TIME AS: (1) THE ENTIRE 55. STREET LIGHTS, SECURITY LIGHTS AND LIGHTING FOR COMMON AREAS MEETING CURRENT CODE REQUIREMENTS SHALL BE INSTALLED BY THE DEVELOPER �► , -..I SWMS FOR THE PROJECT IS CONSTRUCTED AND APPROPRIATE CERTIFICATES OF COMPLETION ISSUED BY BOTH THE CITY AND THE SJRWMD, (11) THE PRIOR TO CERTIFICATE OF COMPLETION AT THE DEVELOPER'S EXPENSE AND THE COST TO THEIR OPERATION WILL BE ASSUMED BY THE DEVELOPER O Q_ STORMWATER RETENTION PONDS INTENDED TO BE CONVEYED TO THE ASSdCIATION HAVE IN FACT BEEN CONVEYED TO THE ASSOCIATION, (III) THE IN ACCORDANCE WITH SECTION 6-8(D) OF THE OCOEE LAND DEVELOPMENT CODE. � [� ASSOCIATION IS DESIGNATED AS THE MAINTENANCE ENTITY ON THE RECORDS OF THE SJRWMD AND ALL TRANSFER RECORDS REQUIRED BY THE SJRWMD Q. m (� HAVE BEEN EXECUTED AND ACCEPTED BY SJRWMD, (IV) THE CITY HAS BEEN PROVIDED WITH A COPY OF THE DEVELOPER'S PROPOSED MAINTENANCE 56. THE PROPERTY OWNER'S ASSOCIATION SHALL BE RESPONSIBLE FOR THE MAINTENANCE OF ALL LANDSCAPED AREAS. LANDSCAPED AREAS SHALL BE PLAN WITH RESPECT TO THESWMS, AND (V) THE CITY HAS BEEN PROVIDED WITH A WRITTEN STATEMENT FROM THE ASSOCIATION ACKNOWLEDGING KEPT IN A NEAT, HEALTHY AND ORDERLY APPEARANCE FREE OF REFUSE AND DEBRIS. 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. ! 57. EACH SINGLE FAMILY LOT SHALL HAVE THE MINIMUM OF THREE (3) TREES PER LOT, EACH TREE TO BE 10 FT. IN HEIGHT AND 2 IN. DBH AT TIME OF PLANTING. U 0 27. ALL DECLARATION OF COVENANTS AND RESTRICTIONS AFFECTING THE PROPERTY SHALL INCLUDE THE FOLLOWING PROVISIONS: 58. OPEN SPACE BETWEEN TOWNHOME UNITS, WHICH IS NOT PART OF AN INDIVIDUAL LOT, SHALL BE OWNED AND MAINTAINED BY THE HOMEOWNER'S Z � Z -►�. i. PROVISION ALLOWING THE CITY TO LEVY, COLLECT, AND ENFORCE ASSESSMENTS FOR MAINTENANCE OF COMMON AREAS IF ASSOCIATIONS FAILS TO ASSOCIATION. DO SO OR FAILS TO MAINTAIN ASSESSMENTS AT A LEVEL ALLOWING FOR ADEQUATE MAINTENANCE. 59. TREES SHALL BE PROVIDED AT A RATE OF ONE TREE PER TOWNHOME UNIT PRIOR TO A CERTIFICATE OF OCCUPANCY FOR EACH BUILDING. EACH TREE 0 O ii. PROVISIONS GRANTING THE CITY THE RIGHT, BUT NOT THE OBLIGATION,' TO MAINTAIN/REPAIR THE SWMS AND OBTAIN REIMBURSEMENT FROM THE TO BE 10 FT. IN HEIGHT AND 2 IN. DBH AT TIME OF PLANTING. ASSOCIATION, OR FROM THE DEVELOPER IF (i) TURNOVER OF CONTROL OF THE MEMBERS HAS NOT OCCURRED, OR (ii) IF THE DEVELOPER IS STILL 60. THE COMPLETION BY OCOEE GOLF, LLC OF ITS REALIGNMENT OBLIGATIONS FOR CLARCONA-OCOEE ROAD TOGETHER WITH ALL IMPROVEMENTS RELATED RESPONSIBLE FOR MAINTENANCE OF THE SWMS. THERETO IN ACCORDANCE WITH THAT CERTAIN ROAD WAY NETWORK AGREEMENT - CLARCONA OCOEE ROAD REALIGNMENT (OCOEE GOLF) BETWEEN OCOEE GOLF, LLC, AND ORANGE COUNTY DATED MAY 2, 2006 MUST BE CONSTRUCTED AND ACCEPTED BY ORANGE COUNTY PRIOR TO ISSUANCE OF Q iii. PROVISION PROVIDING THAT THE SWMS WILL BE TRANSFERRED TO A RESPONSIBLE OPERATION/MAINTENANCE ENTITY ACCEPTABLE TO THE CITY IN THE A CERTIFICATE OF COMPLETION BY THE CITY OF OCOEE FOR ANY PORTION OF THE OCOEE GOLF DEVELOPMENT PROJECT. O EVENT OF DISSOLUTION AND THAT IF DISSOLUTION OCCURS WITHOUT SUCH APPROVAL THEN THE CITY MAY CONTINUE TO LEVY AND COLLECT 61. A DETAILED TREE SURVEY, DEMONSTRATING THE LOCATIONS OF HARDWOOD TREES, WILL BE SUBMITTED WITH THE FINAL SUBDIVISION PLAN. Q 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. 62. A STABILIZED ROADWAY SHALL BE PROVIDED AT ALL TIMES DURING CONSTRUCTION FOR EMERGENCY ACCESS. F-- V v. PROVISION THAT AT THE TIME OF TURNOVER OF CONTROL OF THE ASSOCIATION TO THE MEMBERS, THE DECLARANT SHALL DELIVER TO THE NEW 63. NO COMBUSTIBLE MATERIAL SHALL BE ALLOWED ON SITE UNTIL A DEP APPROVED WATER SUPPLY IS ESTABLISHED. BOARD OF DIRECTORS THE MAINTENANCE PLAN FOR THE SWMS ACCOMPANIED BY AN ENGINEERS CERTIFICATION THAT THE SWMS IS FUNCTIONING IN N O J to ACCORDANCE WITH ALL APPROVED PLANS AND PERMITS. TO THE EXTENT THAT ANY SUCH ENGINEERS REPORT INDICATES ANY CORRECTIVE ACTION IS REQUIRED THAT DECLARANT SHALL BE REQUIRED TO DILIGENTLY UNDERTAKE SUCH CORRECTIVE ACTION AT THE DECLARANTS EXPENSE AND TO POST A o A- o CASH BOND WITH THE ASSOCIATION FOR THE ESTIMATED COSTS OF SUCH CORRECTIVE ACTION. 4 h O N W O W Z ►� a. C h to Wendell J. Stafford #LA0001222 FOREST LAKE COUNTRY CLUB 3 ra vv) W I J LLJ j FOREST LAKE GOLF LLC 05-22-28-0000-00-001 ZONED: CITY PARK LAND USE: RECREATION/OPEN SPACE (CITY OF OCOEE) I \ 1 WILLIAM GREER -22-28-0000-00-007' \ \ ZONED: A-1 LAND USE: RURAL ORANGE COUNTY) I MEADOW LAKES LLC 1 04-22-28-0000-00-001 ZONED: R-1AA \ ILAND USE: LOW -DENSITY RESIDENTIAL (CITY OF OCOEE) \ I 1 � I CHRISTOPHER HEIDRICH i -22-28-0000-00-013 WEST ORANGE ,AL / 1 1 ZONED: R-tA LAND: USE: LOW -DENSITY RESIDENTIAL S865456"E EXISTING Hw-'lVWwy CITY OF OCOEE) 0000-00-015 ,; — t 1 TREES cIYPi 1323.24' — --- = ED: ft / —�— / � E: LDyFOENSFTYSRY RESIDEM (CkY OF 0 EIEf / N i -01 13°34/I 05-22=�2-1D�o1 usE �WNG HARDWOOD TREES IMP E CIYP.); \ \ Y vq- A 00 IDA SPRINGER �j f/ /, l ,� 1\ I IAVE 05-22-28-0000-09-010 I \ 87°594 "W /- / L ZONED: A-1 / \ 1 / I 13 ........ / / — l-AND-USE: -RURAL (ORANGE COUl — — — _ _ _ �� _ un \ ` , ,CNN o� I I L .... 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INC AWE bLn OS-22-28-OOOD-00-011 O O Of O ¢O WO O6 '1 IW o 0 OWw o O2 / (aRu eoxrc) O O O=Of�rgg I Zz-S CO LDIlpp N NN.I N 8 000 O DOgO OOON x1�TI N I¢N N N I In I O o o / AMBER RIDGE SUBDIVISION I I I I I I g 9 1 10 1 11 1 ZONED: R-1 1 30 I 31 I 32 1 33 1 34 I 35 I 36 I 37 I 38 7 ( LAND USE: LOW -DENSITY RESIDENTIAL 12_� CITY OF OCOEE Lt \29 13 t C `$ 50' ROW) -� _ -.J L —6 I 719 I 120 14 27 131 I 132 ( 133 40 39 MARY WOODLEY / KERR 05-22-28-0000-00-007 ZONED: A-1 LAND USE: RURAL (ORANGE COUNTY) J O � (not W i YW 3wwn Zo -W ZOO I L I N m � N 5 ,A — — — — — — — — — — DO Oo¢�= 0 u_. •• 4j V rIz» 'moot JJ � 1-,NOv 1 DO — — — — — — I--- TOMMI PEBBLES IV 04-22-28-0000-00-020 ZONED: A-1 I(ORANGEECOUNTTY� JERRY OLIVER o LIFE ESTATES w o I04-22-28-0000-00-002 ZONED: A-1 LAND USE: RURAL (ORANGE COUNTY) :. •tJp .. ..UL — i,.zo- -j c O w o QQ .1 � ? Z 0-1 W O¢ O - Cow 3 w 'w,w I Z» I � O N Li Q O ( DON GRAHAM 04-22-28-0000-00-023 ZONED: A-1 LAND USE: RURAL — (ORANGE COUNTY) — — — — — — z SCALE: 1" = 200'-0" 19� — —FLUCFCS VEGETATION CLASSIFICATION "OPEN LAND" AND BOUNDARY FLUCFCS VEGETATION CLASSIFICATION "SAND PINE" AND BOUNDARY OUTPARCEL REQUESTED TO BE CONDEMNED AND NOT PART OF THIS PLAN SCS SOILS LEGEND e SOIL TYPE & BOUNDARY • NO.. TYPE GROUP 2 ARCHIBOLD FINE SAND, 0-5% SLOPES A 3 BASINGER FINE SAND, DEPRESSIONAL A 4 CANDLER FINE SAND, 0-5% SLOPES A 38 ST. LUCIE FINE SAND, 0-5% SLOPES A 1. NO WETLAND AREAS EXIST ON THIS SITE. 2. THIS SITE IS DETERMINED BY FEMA AS ZONE: X. THE SITE DOES NOT LIE WITHIN THE 100 YR FLOOD ELEVATION ACCORDING TO THE FLOOD INSURANCE RATE MAP MAP NO 12095CO210 E DATED:_DECEMBER 6 0 FEDERAL EMERGENCY MANAGEMENTAGENCY. 3. VEGETATION CLASSIFICATIONS ARE ACCORDING TO THE FLORIDA LAND USE. 4. HARDWOOD TREES WITH CALIPER OVER 6" DBH HAVE BEEN LOCATED AND ARE IDENTIFIED ON THIS PLAN. SEE LANDSCAPE PLANS (SHEETS 11 & 12) FOR GREATER DETAIL. LAJ ZI3I3Iml~ W Z O m Z Q W U cl: � U m 0: w w w w w 0 0 0 0 0 0 w W w w W O O O O O L, O Lw 143 O w O w O w W W W W z a z = z 0 0 0 0 0 r C v �J CL c0 x H V ~ d �! a 14 C E O L16 J g Os 0 C 3 �_ v wa d w vk W � H m co I n r C � IQ L !'9 O O O cam_ — / O z Z� O U � z ZZ Lu W O CO V O O r� V It o to �• N N � a ti X Wendell J. Stafford #LA0001222 Wendell J. Stafford #LA0001222 SHEET I OF 2 0C,Di'E PINES PAIWS607701Y. PLAT800KAI, PAGE I IN PART REPLATTING A PORTION OF WEST ORANGEPARK- 6A S 755 0 RONFt A T 0 OOK Af PA GE 4 GROVE SE-OTIOAlt PIATBOOKM PA (;E 5 PUBLIC RECORDS OF ORANGECOUNTY, FLORIDA, AND A PORTION OF SECTION 5, TOWNSHIP 22 SOUTH, RANGE 28 EAST, ORANGE COUNTY, FLORIDA 1 LEGAL DESCRIPTION A portion of Section 5, Township 22 South, Range 26 East Orange County, Flo and a Replat of a portion of West Orange Park, according to the Plat thereof, asrecarde din Plat Book M, Pages 1, 4 and 5 of the Public Records of Orange County, Flo de, b ing more particularly described as follows: Commence at the South 114 corner of said Section 5; thence run N 00'03 67 , a ong e -South center section line of said Section 5,, a distance of 1417-48 feet e Southwest comer of the Northwest 114 of the Southeast 114 of said ection �5; thence run N 00'15"45"'E, along the Westfine of said West Orange Park, a distance of541.00 feet to the POINT OF BEGINNING; thence continue to run A/ 00"15'4 long 'he West line a distance of 87.5.64 feet; thencerun N 02"4738"E, along said West line a distance of 1381.02 feet to the North line of said West Orange Park thencei ,n S 1��7"00'581? E, along said North line, a distance of 1323-24 feet; thence run S 870021321, El along said North lire, a distance oaf 1328.25feet; thence departing said North line, tunSIO201423"W, adistancecif 106.50feet; thencerun S 73,2815"W, a distance of448.75feet; thence run S 02'19'19" W, a distance of 180. 78 feet; thence run S 88'05'377E, a distance of 125,05'feet; thence run S 02*11,03" W, a distance of 104.00 feet, thence run N 88005'44" W, a distance of 150.17 feet thence run S 02014'58"W, a di5tance of h .01 feet thence run N88"05'39" W, a distance Of 00 09 feet thence run S 02'15'12" W, a distance of258.01 feet; thencerun S8800544"E, a distance of 50.35 feet; thenc, run S02*14'23"W, a distaice of 104.00 feet; thencerun N88"oaf 44"W, a distance of 75.00 11--f feet; thence run S 02'14'23" W,. a 283 distance of,00 feet,, thence run S %AJ ffla distance of 11. 04 feet; thence run S 00'10 `05" W, a distance of 943.27 feet; thence run IV 89'08'55'W, a distance of 166.44 feet; thence run N 00*11'55"E;, a c tstance of2 712.02 feet, thence run N 89"0855" W, a distance of498.87 feet; thence run S 00017,22" WX a distance of 400.44 feet; thence run S 894757' W, a distance of .0 ei;then�e run S 00'1722' W, a distance of .00 feet to a point on the North right of way line of Clarcona-Ocoee Road,- thence run S 8904757"W, along said North right` of Wlayl po a distance of 100.00 feet, thence departing said North right of wayiine, run /V 00'1722"E, a distance of 51600 feet; thence run S 8944757" W, a distance of 685.82 feet, to th POINT OF BEGINNING. L ass and except Lots 26 and 27, Block 2, L ots I & Z, 8/0 ok $) L tits 28 & Z91 816cl. 22, Lots 47 & 46, Block 26 and Park Lying North of Block 6, all being in saidWest, Orange Park. Containing 110. 56 acres, more or less. NOTES 1, The bearings shown hereon are based upon tha East line of the -Southeast 114 of St-etion S-? 7- 28, h avil7r an 4-m urne d he,�riry a M 00 "OOM" E. 2. Pursuant to Section 177, 101, Florida Statutes (2002), the adoption of this plat automatically and simultaneously vacates and annuls the portion of the prior Plat encompassed by this Plat, including but not 11mited to any dedications made la Orange County or the Public by the prior Plat 3. There is a brae -sight easement dedicated to Orange County over all of Tract G. (L. 0 S 6.) 4. The shaded portions withit) 71-49d 8 S h o Wa on -Sheet' Z of Z indicate Or&?_qe cou* Fee Simple Ownership at the time of the wwrding of this Plat 5. rred "16" C4?rCo7&-0CQe'a JROOIVsht-of.wpyis evwtad Ivr"n pwsuW to VMt CeAW7 `Rwdway Aktw&k Agme~t - C1,1rcofw - 0coet RoaQ? Re4li .qPn7er&0coee Solfj, as4ppt4W4 py vw cmange f,*Ufq oovv ort, ounzy r. amms9avicyan Af2y 2, ?0 06 LEGEND S.R. STA TE ROAD A DELTA R RADIUS L LENGTH CB CHORD BEARING (K-8) PARCEL NUMi3ERMFZR.0RVSR0.F7,-oWA* 0AB, OFFICIAL RECORDS BOOK PRM PERMANENT REFERENCE MONUMENT P,SM PROFESSIONAL SURVE11OR AND MAPPER LB k ICEMSED SURVEYING BUSINESS *P NO. NUA413ER DESIGNA TFS PERMANENT REFERENCE MOJVUA4F]V T BEING A 4'�< 4 " cotvcRETE A4oNumEN r wn-H BRAss DISKS TAMPED ""Pitt,! LS #719P' pp 0, 5 5. TINE OF 51404TEA5EMCAT HARTLEY SUR VEWNG, INC 283 TIGER L IL Y COURT AL TAA40NTE SPRINGS, FL 32714 407-383-6978 407-788-9415 (FAX) LB #7197 I NOTICE THIS PLAT, AS RECORDED IN fTS GRAPHIC FORM, /8 THE 0MCIAL OEPICTION OF THE SUBDI VIDED LANDS DESCRIBED HEREIN AND WILL /N NO CIRCUM$ TA WES BE SUPPLANTED IN AUTHORITY BYANY 07HER GRAPHIC OR DIGITAL FORM OF THE PLAT THERE MAYBE ADDITIONAL (I RES TRIO TIONS THA T A RE NO T RECORDED ON MIS PLA T THA T MA Y BE FOUNO IN THE PUBL, IC RECORDS OF THIS COVIV TY. JOINDER AND CONSENT TO DEDICA TION The undersigned hereby certifies that it is the holder tat amort*981 lion or other encambrance upon the above desaffied property. and that the undersigned herebyjoins in and consents Othe dedication of the lands described above by the owner the,eof, and agrees that it's mortgage, ben, or other encumbrances, whl�h is recorded in Officisl Records Book 7700, Page 190, of the PUblic Records of Orange Courtly, Florida, snarl be subordinated tt the above dedicatior). Signed, sealed and delivered in the presence of PEOPLES FIRST COMMUNI I Y BANK, AFLORDA C6 I S�hbgn tre BY' NORMAN P. M0iYAso JJR. Printed name CITY 10� PtiriheC! name S TA TE OF R ORIDA COUNTY OF SEM11VOLE THIS IS TO CERTIFY, that on..11! 1111114e-1 Zoe before rite, an qCer duty authorized to take ackticmleo�monts in the State arnd Go my afo,said, personally appeared Norman P. Thor pson, 1jr., City President of the above named Corporation, inporpo ted under the laws of the State of Florida, personally known toy me as the h7dividual and offlcer described in and wh� exec ted W foregoing instrarnent and soverally acknowled4ed th exlacb, 60a th eraof to be his free act and deed as such officer the,' reunto i fuly e authorized; that the officiai saai of said corporation is duly a Zxed thaj, wo'. "and who did not take oaths, &WITNESS WHEREOF, I have hereunto set m�., hand rid seal' on the above date, AMM. IM N61aiy Publik, #arg . f I I I Printed Name My commission Ev XP' JOINDER AND CONSEN T TO DEDICA TION The undersigned hereby certifies that kisthe holder cif a modgage, lion or other encumbpance upon the above described property, and that the tindersigned hersbyjbins in and consents to the dedication of the lands described above by the owf?er thereof, and agms Mat ft moiVage, lien, or other ancumbrances, which is recorded in Official Records Book 7700, Page 225, of the Public Records of Orange County, Florida, shalt be subordinated to the above dedication. Signed, sealed and delivered in the presence o f.- MARONDA HOMES, 11VC. OF /FLORIDA, A FLOROA CORPORATION .......... BY., ON DREELE Pdrted name A attire Printed name S TATE OF FLORID COUNTY OF SEMINAOLE THIS IS TO CERTIFY, that on,A4(.._A( before me, an officer 4 duly authadzed to take acknowledgments in the State and County aforesaid, personally appeared Wayne van Oreale, President of the above named Corporation, incorporated under the 16ws of the State, of FloiYda, personally known to me as the individual and oker described in and who executed the foregDing instrument ar)d severally acknowledged the 6xacutibn thereof to be his free act and deed as such officer (hereunto duly authorized; that the official seal ofsaid corporation is duly of fixed lhereto,, and who did not take oaths. IN WITNESS WHEREOF / have hereunto set myhand and sqal on the above date, A J ion Expires: -I.AA2,65? NOT TO SCALE VICIN17Y A A A to SITE Q as CLARGONA-OCOEE ROAD VAIMAJ7W."AIRS-IM KNO W A L L MEN BY MESS PRESENTS, that Orange County Florida is the owner in fee simple of those portions ref Tract B shown hereon, being Paxel Numbers 105 f, 1085, f 086, and 1273 - 1279 inclusive, and that Orange County, Florida hereby dedicates the Iands described above for the uses and purposes therein expressed. lAt WITNESS WHEREOF, has caused these presents 69 be shVnedind attested to Tay the officers named below and its seal atrixed herb on signatum Richard T Crotty Printed , fay County Mayor Signature A tte$t? Ptinted name Board of Couoty STA TE OF FL ORIDA Commission" COUNTY OF ORANOE I / MIS IS TO CERTIFY, that on. 0/4 Q& befom me,, an offloer duly authorized to take acknovWbdgeras in the StWe and CqqfV aforesaid. personally appeared Richard T, Crotty and respectively County M8yor and Clark of the Bavd of County Commissioners of Orange County, a political subdivision of the State of Fladds, to me known to be the individuals and officers described in and who executed the foregoing instrument and severally acknowWged the execution thereof to be their free act and deed as such officers thereunto duly authorized; that the o ffidal seal of said Orange County is dulyoffixed thereld, and that said exectution is the act and deed of said Orange County I W WITNESS HqREOF, I have hereunto set my hand and seal n1the above date, j I PLA T woK 66PAGE 94 OCOEE PINES DEDICA"MN KNOWALL MEN 8 Y THESE PRESEA1 TS, Mat Ocoee Goif L.L. C. being the owner in fee simple of the lands desvYbed in the foregoing caption to this plat, hereby dedicates said lands and plat for the uses andpvWsos ffiere;n expressed *d- 1-0 1 E. owrid G * #*PerPd6v1vW affhe AWk.'r4dirlse AWtoh*y Mgt dedk,ated in fee simple to Orange County, Fkrea without an restrictions whatsoever upon Orange County, Florida. County ownership of these *tracts and any improvements thereoivests upon the approva) of this plat by the Board of ccU nty Commissfuners of Grange County, Florida, Recording of this Plat shall act as conveyance to the County and no further instrument shall be necessairy to vast fm simple in the County as albremenllonao� IN WiTNESS WHEREOF, has caused these presents to be signed and altesled to by the officers named below and its seal affixed hereto of7 'CCH84"K2005. Ocoee Golf, L L - C, a Florida Limited Liability Comp a ny Deborah Hagen Manager Signed and sealed in the presence of - Printed narne ._N4 . Pfinted name " S TA TE OF FL ORIDA COUNTY OF SEMINOLE THIS 13 TO CERTFY, that on Re"tgpr A.,C tspfora rice, ao officer duly authorized to take acknowledgments in the State and County aforesaid, personally appeafed Deborah V. Hagen, 44anager of the above named Limited i iability Company ', incorporated under Y* laws QfP71orida d6saYb6d in and who executed the foregoing dedication end s&ver,?#yvvknow45dged the execution thereof to be her free act and deed as such officer therG-un to fluty authorized , that the official seat of said CorqparLV, is affixed hereto. - and the t said dedication is the act and deed of said CoMMV. IN WITNESS WHEREOF, I have, hereunto set my hand .end seal on the above data. ftoplp 74 NoAgry Public A7 Pmed Name of Notary &W.W034 My Commission Expires: el3los (NOTARY SEAL) QUALIFICA TION OF SURVEYOR AND MAPPER KNO W A L L MEN BY THESE PRESENTS, That the undersigned, being a Professional Surveyor and Mapper prepamd the foregoing plat *,hkb wespode under my ditection and supeMsion. -rhis plat complies with all of the "urvey requirements of Chapter 177, Florida Statutes.- and that said land is located in One! age County Florida. Dated., /V4:15— Sig ned Registration Na: 5716 ,je; Y Hartley .Surveying, Inc, - L B #7197 283 Tiger Lily Coact Altamonte Springs, Ffarlda 32714 (407) 383-6978 CERTIFICATE OF REVEW BY COUNTYSURVEYOR This plat has been reviewed for conformity to Chapter 177 Florida Statutes. ffq County suirveyor's Signature Date CERTIFICATE OFAPPROVAL Examined BYZONING DIRECTOR and Approved Examined and Approved Zoning Diractor C ER TJ FJ OyrEz 0 F A PPR 0 VAL 7`, / Brw6 d�GiNEER -?- Date 4,210610-, Vate CERTIFICATE OF APPROVAL By THE BOARD OF COUNTY CPMMI, SIONERS THIS IS TO CER TIFY, The t on the foregoing plat was approved by Bear of Orange County, Florida. of county . dommissicners jF OPMWIF COUNTY no Attest., Clerk of the Board of County ornrrtissr is 0 CERTIFICATE OF COUNTY COMPTROLLER 1HEREBYCERTIFY, That I have examined the tonegoing plat and find that it complies in form with all of the require scats of Chapter 177, Flonda Statues aced' was Ned far mroe-d dry tek. I �, File No, ov P�viC staw (4 Flo*i� County Comptroller 74347 in and for Orange. CouWY, FlOddia- Pifnied Afanv of Notary-, L q I BY., A a #• My Commission Expires: �0 *SEAL. r. k k & 16 • 4 *r Ile SHEET OF 2 OEEPi NES RKSECTION, PLATBOOKM, PAGE I IN PA R T REPLA TTING A PORTION �F WEST (RANGE PARK - EA S T SEC TION, PLA T BOOK M, PA GE 4 ' - GROVE SECTION, PLAT BOOK M, PAGE 5 PUBLIC RECORDSOF DRAIIVGE COUNTY, FLORIDA, ANC, A PORTION OF" JVOR7-H 114 COANER SECTION 51 TOWNSHIP 22 SOU SECTION5-2228 FOUND 5"x45'CCNCRErF- MMONUMENT 4,111,6K J WiG. RLS '1585 CERTIFIED CORNER RWORD 0567Z Hwy k V, NORTH L INE OF ivw CvfflNL;;R, SIB 114 SWIRON $-2228 FOUND)VAIL & DISK LH #W87 CjFR77Ff&0 CORNER RECORD #66539 269W. 74' RANGE 28 EAST, ORANGE COUNTY, FLORIDA NORTHEAST CORNER CTJON ,IF-22-247 PpOVNV S CONCRLTE MONUMEN T - NO NUMBER OER TiFIED CORNER RECORD #65673 r!?ACT IV u Tkd WEST ORANGE RARK P L A T T E D W: WEST - ORA iVr,, P-rVA 11 f kd P"T BOOK 66 PAGE95 GRAPHIC SCALE 900 6 ?m 4W (11V FEET) fir -A � 200 ft NO r PLA TTED 3 87`00�56-E 'IFFICW RECORDS ! t-�t, - 1� 800K -'W7,5, PAGE M71 1323-24' L28 Lo"rs 26 & 27 8 7 `02 32 mE L21 BLOCK2 I L26 NOT WaUOED L2-7"--- PARK NOR7H n- OFLOT6. NOT INCLUDED L 16 C2 Ll Al 49 vq f SEE DETAIL 6EI-OW FOR 127 ,_01-5 R- -76 TRACTG FOC N 60'33'19 4.2 1 AyPER -or- w TR,4 T PL4 T OF W,�S 7, OR Nl:;Lw pA,,�;( A L20 FU17)RF 8 02'p-.1 T'03:7 W PL4 r 800K A4 PA GE,4 PC REKkopwity L 19 -IZ 2 , 10 Z_ LINE TABLE N -88 - *0544 W, URVE TABLE LOTS 1&2 Aj N 16'03047"'E 60.00' L17 S 73o29113- W 50,00, 100. -17',` R 1554,672 $LOCK9 L2 N 00-1722- F IC4.3 P L18 N 69047,57ff W 171. 0-0p 041' A =23"07VT"' NOTINCLUDED 14A W A 097 N0001722"F 144�45' 4 f,9 S 73'229113" W 50,00' L 249, .-4 T..Q W 74A i N(68?0539" W!, 35, L 627,66' L4 S 88005W4,1 C 138.57, L20 S 16 "304 7" LF 90,00' 20'. N 41000'38"E ca S 4,5058 25 W ORA INA G e ��A L5 S 66005�W E 164-55' L21 S 67"1222"E 25,00' PER 0. R. D. 7041 PC. 4134 8`02a �012"W R = 165�3-55, R 1554-67' L6 AfO2*00'17`E 50.00' k22 N 87,1001s&4 W 52.50, TRACT C A = 19"02,66" rw DRAINA GF L7 S7302973a W 65,75' a3 S 03 025,24 o W 104,00, FUTURE DEVELOPMENT ASEMEWT L = 649,75' L 113,31' PFR 0. R.3, 7193 0G. 1792 48�a544? E; 1W C8 3 38'58'08"W CB N 62,16,02" F L8 N73"29'13"H 50-00' L24 N 87-0056- W 51,40' 50-35f Z L9 N 87000'58" W 375,43' L25 S 02D49V2m W 104.00, R = 1528.851 R = 1434.67' A = 07'30'08" A = 0 P06 23' 00 NO2"59'02"E 50. 00' LOTS 28 & 29 @C7 L = 200. 19' L --28-54' L11 N 87 000158 " W 336,88' L27 N 73"28"15m E 53.54' S 88 "05'44 "IE BLOCK 22 CB = S 33'1145' W N 5 1 025491"' E 412 IV 16030'47"W 131.67 L28 S $7'002�92"E 50. ?or Q WOT INCWDED 5,0.09r, 1-13 N 88"04'02"W 50. 00' 104-0d� S 02-1423 )f w R = 1414,67' cl 3 1'24'57' L 14 N0001722"E 104.00 S 02"1423" 104-00' L = 786.64' L15 S 73`2973" W 13540' 104,100 ca =N4509,091'r t 16 N87000'56"W 285.48' V;-, i z 4,8H 114 SOUTH LINE, AW I/ SEC TION $-22-28 F-4ST 114 CORNER LEGEND Z5 S�SC770N X22,28 A16kTH— $811015w* w LINS, SW � 4-. .-SE 114 I — . Fou SECMN5-22-28 �K� RROJ)4 JO J7 .298,69, - - ND I'lRON MFF �z r -f IN WELL BOX SR, SrATEROAD Pr POINT OF TANGENCY S00017 I S 86 `0544 E CERTIFIED CCRNER 22P W f6 OT 2- A I RECORD #66240 21 DEL TA POC POINT ON CUR VE 4, Il. 04' A k R RADIUS PRM PERMANENT REFERENCE MONUMENT t TRACTS L LENGTH 4, k FS-M PROFESSIONAL SURVEYOR AND MAPPER FUTURE C8 CHORD BEARING LS LICENSED SURVEYING BUSINESS DEVELOPMENT D75 PARCEL NUMB,�FR A LOTS 47&46 $0.00' NO, NUMBER BLOCK26 03 PER ORDER OF TAKING DES16NA TtS PIERA4A AlEA17- RIFFERENM LICE ONUMENT morilvcLuDco .11 8,=1,klf'-% A A "%e -4 Af^jLi 1� TRACT C FUWREDEVELOPMEW L13 N88004102"W 8 00017W� W moo, PT 11 59.02' JfJ N 88,04 V2, W 100-00' POINT OF sovrH PARK C-0 BEGINNING IN i RiGHT'OFWAY S 89 "4757" W TRACTE N� WZ55 T QR4NGE PA PK - FA RK SEC, TION FUTURZ� PLA780OKM.. PAC-6 f Lto viEvEtopivEn r ,5.vp 4- 878.91' CL S 869 `4,r�7 W 550-00' A VACADO STREET ... .... N C� PLATROOKY, FAG S 177 Pr w J­ 25ffRlGHT-0FWAYj0&R 25(g. 00' W8STOPAN.8 PARK PLA7'4F VIES TORAMSE PAP< PARKSEC7701V .-,-�-rRAC7-D sw COANJER PLA?-.&OCK U, PAC74-:4 74ro3, FUWRE&EIIELOPMENT &W 114,.59 114 $j5C VON 5-22-28 FOUND RAILROAD SPIKE CLARCONA, -0G, 0.0WGI4 WA Y PER NORTH Tl;?AO" 6 69-47#5711 W RIGHT -OF WAy A5 PIA70FAMWR RMCW 100,00, MAT 6 OOK 29, PAGE W LINE POINT OF SOUTH 114 CORNER SECTYON,54246 FOUND AWL 4 DISC- I-S #2003 CER TIFIEG CORNER RECORD "24 1 L4MV, Lit-r"IWA44L tvt:L;u"u t$UL)A DISK S TA MPED WRM L R #7197' PC POINT OF CUR VA TURE L,0,8,F, LINE OF SIGHr EASEMENT DETAIL - TRACT G f E4ST R4V LINE 8'FLORIDA POWER SCALE., 1'= 100' 35. oor '-CLA?CONA-OCOEFROAD WRFORATION EASIWENT ! S02 1423W PER O-R B. 2409, PA GF77 NONLRAOW 34L57 N 73 '28'15" E S 87102�32 -E S87"45374E 34.70' Or. V89"08156OW 49-w-�-Z. 43.60' 107.11 q R-4 .83' S 02 "4756'y E 81.60r 9, 351 C8=S4565825"W (Z� - N 891lon5l, w 81FIORIDA PoolER 166-44ir C01WOR14WN EASEMENT PER 0, R-8, 1835 FArvE &V NOT PLATTED Iw % SOUTHEAST CORNER V NC 114, SE 114 I -, --, - --1 - - -, -, -- - - - - - - - - - - - - - FEE ROAD 14 -QOUTHEASTCORNi5R SEC ION 5-22-247 F0LlN&4ftx4'C0NCRETE 85-07' MONUMENT - NO NVM8E-R 26 CERTIFIED CORMEFR RECORD 2166246 IrRA C T 9 VV 00- -iAL i i I � V RIG11 2"-OF-W,4 Y PER . "-.-.,I t., I 4�, A "cal UNANGER4W F-A S r f- INE OF THE VPEUT*RA NOR-rHEAVr 114 Or 4 SECWON 5�22-28 HARTLEY SURVEYING, INC 283 TIGER L It Y COURT ALTAMONTE SPRINGS, FL 32714 4D7-383-6978 407-768-9415(FAX) L6 #7197 NOTICE THIS PLAT, AS RECORDED IN i TS GRAPHIC FORM, IS THE OFFICIAL DEPIC -rION OF THE SUBDIVIDED LANDS DESCRIBED HEREIN AND WILL IN NO CIRCUMSTANCES BE SUPPLANTED 11VAUTHORITY6YANY OTHER GRAPHIC OR DIGITAL FORM OF THE PLA 7' THERE MA YBE' ADDITIONAL RESTRICTIONS THA TARE NOT RECORDED ON 7-HIS PLA T rHA T MAY 86 FOUND IN THE PUBLIC RECORDS OF THIS COI)AITY L�lw k i �n � -11 � TOTAL GROSS ACRES 101.66 AC. f NOTE: ALL ACREAGE CALCULATIONS LISTED HEREON EXCLUDE THE THREE OUTPARCELS SHOWN HEREON THAT ARE NOT OWNED BY THE DEVELOPER AND NOT A PART OF THIS PLAN. PHASING: ONE PHASE EXISTING ORANGE COUNTY ZONING = A-1 REQUESTED OCOEE ZONING = PLANNED UNIT DEVELOPMENT (PUD) EXISTING LAND USE = LOW DENSITY RESIDENTIAL (CITY OF OCOEE) MAXIMUM 4 DU/AC. PROPOSED LAND USES RESIDENTIAL: NUMBER OF LOTS 343 MAXIMUM GROSS DENSITY 343 LOTS (DU)/101.66 AC = 3.37 DU/AC. LOT TYPE I- SINGLE FAMILY LOT TYPE II- SINGLE FAMILY TOTAL NUMBER OF UNITS 83 TOTAL NUMBER OF UNITS 45 TOTAL AREA 22.8 AC. f TOTAL AREA 22.8 AC. f NET DENSITY 3.6 DU/AC.f NET DENSITY 2.0 DU/AC.f MINIMUM LOT SIZE 8,600 S.F. (75' X 115') MINIMUM LOT SIZE 8,000 S.F. TYPICAL LOT SIZE 75' x 120' TYPICAL LOT SIZE 70' x 120' MAXIMUM BUILDING COVERAGE 407. MAXIMUM BUILDING COVERAGE 40% MAXIMUM IMPERVIOUS SURFACE 507. MAXIMUM IMPERVIOUS SURFACE 50% MAX. BUILDING HEIGHT 35 FT. MAX. BUILDING HEIGHT 35 FT. MAX. NUMBER OF STORIES 2 MAX. NUMBER OF STORIES 2 MINIMUM NET LIVING AREA 2,000 S.F. MINIMUM NET LIVING AREA 1,800 S.F. BUILDING SETBACKS BUILDING SETBACKS FRONT YARD 25' FRONT YARD 25' STREET SIDE YARD 25' STREET SIDE YARD 25' SIDE YARD 7.5' SIDE YARD 7.5' REAR YARD 25' REAR YARD 25' PARKING SPACES PER UNIT 2 (GARAGE) PARKING SPACES PER UNIT 2 (GARAGE) TOWNHOMES LOT TYPE III- SINGLE FAMILY 61 TOTAL NUMBER OF UNITS 154 TOTAL NUMBER OF UNITS TOTAL AREA 22.8 AC. f TOTAL AREA 14.3 AC. f 4.1 DU/AC.f NET DENSITY 6.8 DU/AC.f NET DENSITY MINIMUM LOT SIZE 7,000 S.F. MINIMUM LOT SIZE 2,470 S.F. TYPICAL LOT SIZE 60' x 120' TYPICAL UNIT SIZES 25' x 60' 28' x 60' (END UNIT) MAXIMUM BUILDING COVERAGE 407. TYPICAL LOT SIZE MAXIMUM IMPERVIOUS SURFACE 50% 6 UNIT BUILDING 25 x 100' MAX. BUILDING HEIGHT 35 FT. ' 28x 100 (END UNIT) MAX. NUMBER OF STORIES 2 4 UNIT BUILDING 26 x 100' MINIMUM NET LIVING AREA 1,600 S.F. 28' x 100' (END UNIT) BUILDING SETBACKS MAXIMUM BUILDING COVERAGE 40% FRONT YARD 25' MAXIMUM IMPERVIOUS SURFACE 70% STREET SIDE YARD 25' ALL TOWNHOME LOTS ARE FEE SIMPLE SIDE YARD 7.5' MINIMUM LIVING AREA 1,200 S.F./UNIT REAR YARD 25' MAX. BUILDING HEIGHT 35 FT. PARKING SPACES PER UNIT 2 (GARAGE) MAX. NUMBER OF STORIES 2 BUILDING SETBACKS OPEN SPACE FRONT YARD 20' TYPE REQUIRED PROVIDED SIDE YARD 0' FEE SIMPLE 20: MIN. SEPARATION BETWEEN BUILDINGS) BUFFERS 2.03 AC. (2%) 5.87 AC. (5.8%) 30 PARKS AND RECREATION* 5.08 AC. * 5.83 AC. (5.7%) PARKING SPACES PER UNIT BUILDING FACE TO ADJACENT BUILDING) 2.25 (2 CAR GARAGE PER UNIT) RETENTION AREAS - 17.05 AC. (16.8%) 41 COMMON PARKING SPACES PROVIDED OTHER OPEN SPACE - 15.80 AC. (15.5%) TOTAL OPEN SPACE 30.50 AC (30%) 1 44.55 AC. (43.8%) THE MAXIMUM BUILDING COVERAGE SHALL NOT EXCEED THIRTY (30) PERCENT OF THE: GROSS LAND AREA. OPEN SPACE: A MINIMUM 30% OPEN SPACE FOR THE OVERALL PROJECT WILL BE PROVIDED PER PLANNED UNIT DEVELOPMENT REGULATIONS, INCLUDING BUFFERS, DRY RENTENTION AREAS (5:1 MAXIMUM SLOPE, UNFENCED), RECREATION AREAS, AND OTHER OPEN SPACE. ADDITIONAL PARKING WILL BE PROVIDED AT THE COMMUNITY RECEATION CENTER AS REQUIRED BY THE LAND DEVELOPMENT CODE. *RECREATION AREA REQUIRED: PROJECTED POPULATION: RECREATIONAL AMENITIES PROVIDED: COMMUNITY CENTER, POOL/SPA, SINGLE FAMILY DWELLINGS: 189 UNITS X 3 = 567 MULTI -FAMILY DWELLINGS: 154 UNITS X 2 = 308 I kl�l vim i REVISED JULY REVISED OCTOBER 11, 2005 REVISED MARCH 21, 2006 REVISED AUGUST 3, 2006 REVISED MAY 19 2007 I COVER SHEET 2 LEGAL DESCRIPTION1 CONDITIONS OF APPROVAL / TRACT 3 EXISTING CONDITIONS 4 PRELIMINARY SUBDIVISION PLAN 5 PRELIMINARY SUBDIVISION UTILITIES PLAN 8 PRELIMINARY SUBDIVISION / UTILITIES PLAN INORTHI 7 ENLARGED TOWNHOME PLAN [NORTH] 8 MASTER GRADING / DRAINAGE PLAN ISOUTHI 10 DETAIL SHEET 11 LANDSCAPE PLAN' ISOUTHI 12 LANDSCAPE PLAN [NORTH) 13 DETAIL SHEET 14 DETAIL SHEET 15 SITE FURNITURE AND LIGHTING 16 CLARCONA=OCOEE ROAD REALIGNMENT PLAN 17=18 OCOEE PINES PLAT Le-171 14 *71 :at OWNERS OCOEE GOLFL TOTAL POPULATION 875 , .LC .. RECREATION AREA REQUIRED: 5 AC./ 1,000 POPULATION = 875 X 0.005= 4.38 AC. OR 950 SOUTH WINTER PARK DRIVE, SUITE 350 5% OF GROSS LAND AREA= 101.66 AC. X 0.05= 5.08 AC. CASSELBERRY, FLORIDA 32707PHONE: (407 699-0894 RECREATION AMENTITIES PROVIDED: CLUBHOUSE, POOL/SPA/ TOT LOT, AND SAND VOLLEYBALL COURTS. FAX: (407) 699-4286 PROJECTED SCHOOL AGE POPULATION LOCATION MAP PROJECTED POPULATION SINGLE FAMILY DWELLINGS: 189 UNITS X 3.25 = 614.25 ELEMENTARY SCHOOL: 199.85 X .52 = 103.92 LEGAL DESCRIPT10,N1 OF 3"UBJECT PROPERTY MULTI -FAMILY DWELLINGS: 154 UNITS X 2.50 = 385.0 JUNIOR HIGH SCHOOL: 199.85 X .25 = 49.96 A Section 5 TOTAL POPULATION 999.25 SENIOR HIGH SCHOOL: 199.85 X .23 = 45.96 portion of Township 22 South, P p Range 28 East, Orange County, Florida, and a Replat of a portion of West Orange Park, according to the TOTAL PROJECTED SCHOOL AGE POPULATION: 999.25 X .20 = 199.85 Plat thereof, as recorded in Plat Book M, Pages 1, 4 and 5 of the Public Records of Orange County, Florida, being more particularly described as follows: PROJECTED AVERAGE DAILY TRIPS: SINGLE FAMILY: 189 LOTS x 9.57 TRIPS/UNIT = 1,809 TRIPS Commence at the South 1/4 corner of said Section 5; thence run N 00°33'46" E, along the North -South center section line of said Section 5, a TOWNHOMES: 154 LOTS x 5.86 TRIPS/UNIT = 902 TRIPS distance of 1417.48 feet to the Southwest corner of the Northwest 1/4 of the Southeast 1 /4 of said Section 5; thence run N 00'15'45" E, TOTAL 2,711 TRIPS along the West line of said West Orange Park, a distance cf 541.00 feet to the POINT OF BEGINNING; thence continue to run N 00°15'45" E, * SEE TRAFFIC IMPACT ANALYSIS PREPARED BY TRAFFIC PLANNING AND DESIGN , INC. along the West line a distance of 875.64 feet; thence run IV 02'47 38 E, along said West line a distance of 1381.02 feet to the North line of POTABLE WATER SERVICE PROVIDED BY CITY OF OCOEE, 150 N. LAKESHORE DR., OCOEE, FL, 34761 (407) 905-3100 said West Orange Park; thence run S 87'00'58" E, along said North line, a distance of 1323.24 feet; thence run S 87'02'32" E, along said North 120,050 GALLONS PER DAY. FIRE HYDRANT SPACING PER CITY OF OCOEE LAND DEVELOPMENT CODE. line, a distance of 1328.25 feet; thence departing said North line, run S 02'14'23" W, a distance of 106.50 feet; thence run S 73°28'15" W, a RE -USE 1 34(407) SDR distance of 448.75 feet; thence run S 02°19'19" W, 'a distance of 180.78 feet; thence run S 88'05'37" E, a distance of 125.05 feet; thence run SANITARY SETRVICEEPRIOVIDEDPROVIDED CITYOFOCOEE, 1050E'N LAKESHORE , OCOEE, FL, 34761 9057)3�100-3100 S 02'11'03" W, a distance of 104.00 feet; thence ru'n N 88*05'44" W, a distance of 150.17 feet; thence run S 02"14'58" W, a distance of 154.01 102,900 GALLONS PER DAY. feet; thence run N 88-05'39" W, a distance of 200.09 feet; thence run S 02'15'12" W, a distance of 258.01 feet; thence run S 88-05,44" E, a FIRE PROTECTION PROVIDED BY CITY OF OCOEE, 150 N. LAKESHORE DR., OCOEE, FL, 34761 (407) 905-3100. distance of 50.35 feet; thence run S 02'14'23" W, a distance of 104.00 feet; thence run N 88°05'44" Wg a distance of 75.00 feet; thence run S FIRE FLOWS 1,000 GPM. TOWNHOMES ARE REQUIRED TO HAVE NFPA 13D FIRE SPRINKLER SYSTEM INSTALLED. 02'14'23" W, a distance of 283.00 feet; thence run S 88'05'44" E, a distance of 11.04 feet; thence runS 00'10'05" W a distance of 943.27 NATURAL GAS SERVICE PROVIDED BY LAKE APOPKA NATURAL GAS, 38 N. PARK AVE., APOPKA, FL, 32703-4216, (407) 886-1177 feet; thence run N 89"08'55" W, a distance of 166.44 feet; thence run N 00'11'55" E, a distance of 272.02 feet; thence run N 89'08'55" W. ELECTRIC SERVICE PROVIDED BY PROGRESS ENERGY FLORIDA, INC., 452 E. CROWN POINT RD., WINTER GARDEN, FL 34787, (407) 905-3302 a distance of 498.87 feet; thence run S 00°17'22" W, a distance of 400.44 feet; thence run S 89°4757" W, a distance of 550.00 feet; thence run CABLE SERVICE PROVIDED BY BRIGHT HOUSE, 844 MAGUIRE ROAD, OCOEE, FL 34761, (407) 291-2500 S 00'17'22" W, a distance of 258.00 feet to a point on this North right of way line of Clarcono-Ocoee Road; thence run S 89'4757" W, along TELEPHONE SERVICE PROVIDED BY BELLSOUTH, 1227 DIVISION STREET, ORLANDO, FL 32805, (407) 245-3068 said North right of way line, a distance of 100.00 feet; thence departing said North right of way line, run N 00°1722" E, a distance of 516.00 FLOOD PLAIN: (FEMA ZONE: X) feet; thence run S 89'47'57" W, a distance of 685.82 feet to the POINT OF BEGINNING. THE SITE DOES NOT LIE WITHIN THE 100 YEAR FLOOD ELEVATION ACCORDING TO THE FLOOD INSURANCE RATE MAP MAP NUMBER 12095CO210 E• DECEMBER 6 2000• FEDERAL EMERGENCY MANAGEMENT AGENCY. Less and except Lots 1 & 2: Block 9, Lots 47 & 48, Block 26 and Park Lying North of Block 6, all being in said West Orange Park and less p g g RIGHT-OF-WAY INTERNAL TO SUBDIVISION TO BE PUBLIC. Tract B, Ocoee Pines, according to the plat thereof, as recorded in Plat Book 66, Page 94 of the Public Records of Orange County, Florida. ALL COMMON AREAS AND FACILITIES WILL BE MAINTAINED BY A HOME OWNER'S ASSOCIATION. Containing 101.66 acres, more less. IMPACT FEE CREDITS: IMPACT FEE CREDITS FOR THE REALIGNMENT AND CONSTRUCTION OF CLARCONA OCOEE ROAD WILL BE PROVIDED or CIVIL ENGINEER/PLANNERS PROFESSIONAL DESIGN ASSOCIATES, INC. 3191 MAGUIRE BLVD., SUITE 190 ORLANDO, FLORIDA 32803 PHONE: (407) 898-1530 FAX: (407) 898-2644 pdaCpdaorlando.com POINT FOUR ENGINEERING 193 WEST NEW YORK AVENUE LAKE HELEN, FLORIDA 32744 PHONE: (407) 260-9449 FAX: (386) 228-2808 TRAFFIC PLANNING AND DESIGN, INC. 535 VERSAILLES DRIVE MAITLAND, FLORIDA 32751 PHONE: (407) 628-9955 FAX: (407) 628-8850 APPLICANT OCOEE GOLF, L.L.C. 950 SOUTH WINTER PARK DRIVE, SUITE 350 CASSELBERRY, FLORIDA 32707 PHONE: (407) 699-0894 FAX: (407) 699-4286 HARTLEY SURVEYING, INC. 283 TIGER LILY COURT ALTAMONTE SPRINGS, FLORIDA 32714 PHONE: (407) 383-6978 FAX: (407) 788-9415 BIO-TECH CONSULTING, INC. 337 NORTH FERNCREEK AVENUE ORLANDO, FLORIDA 32803 PHONE: (407) 894-5969 FAX: (407) 894-5970 JASON W. SEARL, P.A. 1518 MT. VERNON STREET ORLANDO, FLORIDA 32803 PHONE: (407) 894-0591 FAX: (407) 894-0593 BY ORANGE COUNTY ACCORDING TO THE ROADWAY NETWORK AGREEMENT BETWEEN THE APPLICANT AND ORANGE COUNTY. John P. Smith #63423 Leo 0 1 D] I IL MR 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. EXISTING TREES 8 IN. DBH 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. 3. 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. 4. 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. ALL COMMON AREA IMPROVEMENTS INCLUDING ENTRY FEATURES, WALLS, LANDSCAPING AND SIDEWALKS ALONG ROADS, AS WELL AS LANDSCAPING AROUND RETENTION POND TRACTS SHALL BE COMPLETED PRIOR TO ISSUANCE OF A CERTIFICATE OF COMPLETION. 5. 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. 6. 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. 7. UNLESS OTHERWISE NOTED, A 5' UTILITY AND DRAINAGE EASEMENT WILL BE PLATTED ALONG ALL SIDE LOT LINES AND 10' UTILILTY, 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. 8. 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. 9. 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. FIRE HYDRANTS SHALL BE SPACED PER CITY OF OCOEE LAND DEVELOPMENT CODE. 10. ALL DRAINAGE, UTILITY AND MAINTENANCE EASEMENTS SHALL BE FOR THE BENEFIT OF THE PROPERTY OWNER'S ASSOCIATION. THE LAND BURDENED BY SUCH EASEMENTS SHALL BE OWNED BY THE INDIVIDUAL LOT OWNERS. 11. 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 TRACTS SHALL BE COMPLETED PRIOR TO ISSUANCE OF THE CERTIFICATE OF COMPLETION. 12. STREET LIGHTS MEETING CURRENT CODE REQUIREMENTS SHALL BE INSTALLED BY THE DEVELOPER'S 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. 13. ALL TRACTS THAT ARE TO BE OWNED AND MAINTAINED BY THE PROPERTY OWNER'S ASSOCIATION SHALL BE CONVEYED TO THE PROPERTY OWNER'S ASSOCIATION BY WARRANTY DEED AT THE TIME OF PLATTING. 14. ANY DAMAGE CAUSED TO ANY PUBLIC ROAD 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. 15. THERE SHALL BE NO ACCESS FROM THE PROPERTY TO ANY PUBLIC STREET EXCEPT AT THE APPROVED LOCATIONS SHOWN ON THE APPROVED FINAL SUBDIVISION PLAN. 16. ALL CROSS ACCESS, UTILITY AND DRAINAGE EASEMENTS SHALL BE PROVIDED PRIOR TO OR AT THE TIME OF PLATTING. 17, 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. 18. ALL UTILITIES INCLUDING ELECTRICAL, CABLE TV, AND TELEPHONE AND INCLUDING ON -SITE EXISTING OVERHEAD WIRES SHALL BE PLACED UNDERGROUND. 19. A PROPERTY OWNER'S ASSOCIATION SHALL BE CREATED FOR OWNERSHIP AND MAINTENANCE OF ALL COMMON AREAS. 20. 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. 21. THE STORMWATER SYSTEM, INCLUDING ALL PIPES, INLETS, MANHOLES AND STRUCTURES, TOGETHER WITH TRACTS A-H (RETENTION PONDS), WILL BE OWNED, OPERATED AND MAINTAINED BY THE PROPERTY OWNER'S ASSOCIATION. 22. THIS PROJECT SHALL BE DEVELOPED IN 1 PHASE, 23. 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. 24. 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. 25. ALL BUILDING PAD ELEVATIONS SHALL EXCEED THE 100-YEAR FLOOD ELEVATION BY A MINIMUM OF TWO FEET. 26. NOTWITHSTANDING THE CONVEYANCE OF THE STORMWATER RETENTION PONDS TO THE PROPERTY OWNER'S 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 PROJECTS 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. 27. 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. 0 o v. PROVISION THAT AT THE TIME OF TURNOVER OF CONTROL OF THE ASSOCIATION TO THE MEMBERS, THE DECLARANT SHALL DELIVER TO THE NEW p BOARD OF DIRECTORS THE MAINTENANCE PLAN FOR THE SWMS ACCOMPANIED BY AN ENGINEERS CERTIFICATION THAT THE SWMS IS FUNCTIONING IN ov ACCORDANCE WITH ALL APPROVED PLANS AND PERMITS. TO THE EXTENT THAT ANY SUCH ENGINEERS REPORT INDICATES ANY CORRECTIVE ACTION IS REQUIRED THAT DECLARANT SHALL BE REQUIRED TO DILIGENTLY UNDERTAKE SUCH CORRECTIVE ACTION AT THE DECLARANTS EXPENSE AND TO POST A \S1 CASH BOND WITH THE ASSOCIATION FOR THE ESTIMATED COSTS OF SUCH CORRECTIVE ACTION. a 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. 28. THE ARTICLES OF INCORPORATION AND BYLAWS OF THE ASSOCIATION SHALL BE CONSISTENT WITH THE FORGOING PROVISIONS 29. EXCEPT AS SPECIFICALLY NOTED ON THIS PLAN, DEVELOPMENT OF THIS PROPERTY SHALL BE CONSISTENT WITH THE REQUIREMENTS OF THE CITY OF OCOEE CODE. 30. NOTHING HEREIN SHALL BE CONSTRUED TO WANE ANY PROVISION OF THE LAND DEVELOPMENT CODE EXCEPT TO THE EXTENT EXPRESSLY SET FORTH ON A WAIVER TABLE. 31. ALL LANDSCAPE AREAS WILL BE IRRIGATED AND HAVE AN AUTOMATIC RAIN SENSOR 32. OPEN SPACE BETWEEN TOWNHOME UNITS, WHICH IS NOT PART OF AN INDIVIDUAL LOT, SHALL BE OWNED; AND MAINTAINED BY THE HOMEOWNER'S ASSOCIATION. 33. THE PLAN SHOWS AVAILABLE PAD SIZE FOR REFERENCE ONLY. FOR EACH INDIVIDUAL LOT, THE BUILDINGS SHALL NOT EXCEED 70% LOT COVERAGE AND THE TOTAL OF ALL IMPERVIOUS SURFACES SHALL NOT EXCEED 75% LOT COVERAGE. 34. ALL UNDERGROUND UTILITIES SHALL COMPLY WITH SECTION 6-8 C 3 OF THE LAND DEVELOPMENT CODE,�'WHICH REQUIRES PEDESTAL -MOUNTED UTILITY BOXES TO BE PLACED BACK OF THE STREET, NO MORE THAN 5 FEET. FORWARD OF THE FRONT BUILDING SETBACK LINE, ON ALL RESIDENTIAL LOTS WHICH ARE LESS THAN 70 FEET IN WIDTH WHERE THE LOT ABUTS THE STREET RIGHT-OF-WAY LINE. 35. FINAL STREET NAMING WILL BE COORDINATED THROUGH THE CITY BUILDING DEPARTMENT AT THE TIME OF FINAL PLAT SURMITTAI 36. THE DEVELOPER SHALL CONSTRUCT APPROPRIATE CURB CUTS TO ENABLE ACCESS RAMPS AT ALL RIGHT-OF-WAY INTERSECTIONS (AND OTHER AREAS AS REASONABLY REQUIRED) IN ORDER TO ACCOMODATE ACCESS TO SIDEWALKS AND STREETS FOR PERSONS WHO ARE IN WHEELCHAIRS AND OTHER PERSONS WHO ARE PHYSICALLY CHALLENGED, AND OTHERWISE COMPLY WITH ALL AMERICANS WITH DISABILITIES ACT ("ADA") REQUIREMENTS. WHEN SIDEWALKS ARE CONSTRUCTED ON CORNER LOTS IN CERTAIN LOCATIONS, THE WALKS WILL BE EXTENDED TO THE CURB AND THE APPROPRIATE RAMPS WILL THEN BE CONSTRUCTED. THE HOME OWNER'S ASSOCIATION WILL BE RESPONSIBLE FOR THE CONTINUED MAINTENANCE OF ALL STREETS AND SIDEWALKS IN ACCORDANCE WITH ALL ADA REQUIREMENTS THAT MAY NOW OR HEREINAFTER BE APPLICABLE TO THE PROJECT. 37. TRACT V V V (LIFT STATION TRACT) WILL BE CONVEYED TO THE CITY AT THE TIME OF PLATTING. THE LIFT STATION SHALL BE FENCED WITH A DECORATIVE ALUMINUM FENCE WITH POSTS AND RAILS PAINTED BLACK AND SHALL BE SET BACK NO LESS THAN 25' FROM ANY STREET. THE LIFT STATION SHALL ALSO BE SCREENED WITH SWEET VIBURNUM HEDGING (36 IN. HIGH AND 30 IN. ON CENTER), IN ADDITION TO JASMINE VINES. 38, ALL SCREEN WALLS, LANDSCAPE BUFFERS, ALL COMMON AREA LANDSCAPE IMPROVEMENTS AS WELL AS SIDEWALKS ALONG THE FUTURE LOCAL STREET AND ALONG ALL OTHER PERIMETER PROPERTY LINES SHALL BE COMPLETED PRIOR TO ISSUANCE OF THE CERTIFICATE OF COMPLETION. 39. SHORT TERM RENTALS (RENTAL TERM LESS THAN 6 MONTHS) SHALL BE PROHIBITED. THIS RESTRICTION SHALL BE INCORPORATED INTO THE DECLARATION FOR THE SUBDIVISION AND SHALL PROVIDE THAT THE PROVISION MAY BE ENFORCED BY THE CITY. 40, THE DECLARATION FOR THE SUBDIVISION WILT INCLUDE LANGUAGE REQUIRING THAT FOR THE TOWNHOME UNITS GARAGES MUST BE USED FOR PARKING CARS AND THAT PARKING WILL BE PROHIBITED ON THE STREETS, EXCEPT IN DESIGNATED OFF-STREET PARKING SPACES. 41. THE DECLARATION FOR THE SUBDIVISION SHALL PROHIBIT RV AND BOAT PARKING WITHIN THE SUBDIVISION. 42. THE DECLARATION FOR THE SUBDIVISION SHALL INCLUDE LANGUAGE REQUIRING THAT IF TRASH CANS ARE USED AT INDIVIDUAL UNITS, THEY SHALL BE STORED IN THE GARAGE, BUT IF THEY ARE STORED OUTSIDE THE GARAGE THEY SHALL BE SCREENED FROM VIEW WITH A DECORATIVE FENCE AND/OR LANDSCAPING. 43. THE DECLARATION FOR THE SUBDIVISION SHALL PROVIDE THAT A TRASH PICKUP WILL BE PROVIDED FOR EACH INDIVIDUAL UNIT. NO DUMPSTERS SHALL BE UTILIZED FOR WASTE DISPOSAL. 44. ALL TRACTS WHICH ARE TO BE OWNED AND MAINTAINED BY THE ASSOCIATION SHALL BE CONVEYED TO THE ASSOCIATION BY WARRANTY DEED AT THE TIME OF PLATTING. 45. THE DEVELOPER SHALL COMPLY WITH ORDINANCE NO. 2001-19 OF THE LAND DEVELOPMENT CODE, RELATING TO COMMUNITY MEETING ROOMS. 46. INTENTIONALLY DELETED. 47. THE TOWNHOME PORTION OF THE PROJECT SHALL SHARE THE RECREATIONAL AMENITIES PROVIDED WITHIN THE SINGLE FAMILY PORTION OF THE DEVELOPMENT. 48, ALL MULTIFAMILY RESIDENTIAL BUILDINGS COMPRISED OF THREE OR MORE DWELLING UNITS, REGARDLESS OF SQUARE FOOTAGE OR NUMBER OF STORIES, WILL INCLUDE AUTOMATIC FIRE PROTECTION SYSTEMS, CONFORMING TO NFPA 13D. 49. A BLANKET EASEMENT WILL BE PROVIDED TO THE CITY OF OCOEE OVER ALL TRACTS TO BE OWNED BY THE PROPERTY OWNER'S ASSOCIATION FOR THE MAINTENANCE OF ALL UTILITIES AND DRAINAGE OVER SUCH TRACTS. 50. WATER AND SEWER SERVICE WILL BE PROVIDED BY THE CITY OF OCOEE. AT THE TIME OF PLATTING, EASEMENTS WILL BE PLACED OVER THE SERVICE LINES AND DEDICATED TO THE CITY OF OCOEE. 51. RECLAIMED WATER WILL BE USED FOR IRRIGATION PURPOSES, IF AVAILABLE. A MASTER IRRIGATION SYSTEM WILL BE INSTALLED TO SERVICE ALL COMMON AREAS AND RESIDENTIAL LOTS. THIS MASTER SYSTEM WILL BE OWNED AND MAINTAINED BY THE PROPERTY OWNER'S ASSOCIATION. 52. ALL STORMWATER MANAGEMENT PONDS WILL BE UNFENCED WITH A MAXIMUM 5:1 SIDE SLOPES INTO"THE POND. 53. ALL BUILDING SETBACKS FROM ALL RETENTION AREAS SHALL BE 15 FEET FROM THE TOP OF BANK.I 54. DRAINAGE EASEMENTS BETWEEN LOTS ARE SHOWN FOR LOCATIONAL PURPOSES ONLY. FINAL EASEMENT DIMENSIONS (WIDTHS) WILL BE SHOWN ON THE FINAL SUBDIVISION PLAN AND WILL BE SIZED TO MEET CITY REQUIREMENTS. 55. STREET LIGHTS, SECURITY LIGHTS AND LIGHTING FOR COMMON AREAS MEETING CURRENT CODE REQUIREMENTS SHALL BE INSTALLED BY THE DEVELOPER PRIOR TO CERTIFICATE OF COMPLETION AT THE DEVELOPERS EXPENSE AND THE COST TO THEIR OPERATION WILL BE ASSUMED BY THE DEVELOPER IN ACCORDANCE WITH SECTION 6-8(D) OF THE OCOEE LAND DEVELOPMENT CODE. 56. THE PROPERTY OWNER'S ASSOCIATION SHALL BE RESPONSIBLE FOR THE MAINTENANCE OF ALL LANDSCAPED AREAS. LANDSCAPED AREAS SHALL BE KEPT IN A NEAT, HEALTHY AND ORDERLY APPEARANCE FREE OF REFUSE AND DEBRIS. 57. EACH SINGLE FAMILY LOT SHALL HAVE THE MINIMUM OF THREE (3) TREES PER LOT, EACH TREE TO BE 10 FT. IN HEIGHT AND 2 IN. DBH AT TIME OF PLANTING. 58. OPEN SPACE BETWEEN TOWNHOME UNITS, WHICH IS NOT PART OF AN INDIVIDUAL LOT, SHALL BE OW ED AND MAINTAINED BY THE HOMEOWNER'S ASSOCIATION. 59. TREES SHALL BE PROVIDED AT A RATE OF ONE TREE PER TOWNHOME UNIT PRIOR TO A CERTIFICATE OF OCCUPANCY FOR EACH BUILDING. EACH TREE TO BE 10 Fr. IN HEIGHT AND 2 IN. DBH AT TIME OF PLANTING. 60. THE COMPLETION BY OCOEE GOLF, LC OF ITS REALIGNMENT OBLIGATIONS FOR CLARCONA-OCOEE ROD TOGETHER WITH ALL IMPROVEMENTS RELATED THERETO IN ACCORDANCE WITH THAT CERTAIN ROAD WAY NETWORK AGREEMENT - CLARCONA OCOEE ROAD REALIGNMENT (OCOEE GOLF) BETWEEN OCOEE GOLF, LC, AND ORANGE COUNTY DATED MAY 2, 2006 MUST BE CONSTRUCTED AND ACCEPTED BY ORANGE COUNTY PRIOR TO ISSUANCE OF A CERTIFICATE OF COMPLETION BY THE CITY OF OCOEE FOR ANY PORTION OF THE OCOEE GOLFIDEVELOPMENT PROJECT. 61. A DETAILED TREE SURVEY, DEMONSTRATING THE LOCATIONS OF HARDWOOD TREES, WILL BE SUBMITTED WITH THE FINAL SUBDIVISION PLAN. 62. A STABILIZED ROADWAY SHALL BE PROVIDED AT ALL TIMES DURING CONSTRUCTION FOR EMERGENCY ACCESS. 63. NO COMBUSTIBLE MATERIAL SHALL BE ALLOWED ON SITE UNTIL A DEP APPROVED WATER SUPPLY IS ESTABLISHED. TRACT OWNERSHI P/M it:AIN"NAN CE 0 2I �I3ImlZ -W ca m m Z o o in Q o m oocz,ao Q Q v m W In o 0 a o 0 0 z W 0 z W 0 z g W 0 z W 0 z W 0 Qc 0 0 0 0 0 W W 0 0 CQ 0 0 0 ® H 0O rr v ao w a a ea s IS : G� C E O Li J M J � � C a d t!1 as k T W N a� m� yM a ® cM n G ® r R m- ® n o CL, III Q _ ft-ft (f) ct Q: C) W 3 C) Lio ? ram^ ® W CL Q. Lo W Q O � W Z 4 V John P. Smith #63423 � I WILLIAM GREER 1 05-22-28-0000-00-0071 \ ZONED: A-1 LAND USE: RURAL (ORANGE COUNTY) I MEADOW LAKES LLC 104-22-28-0000-00-001 ZONED: R-IAA \ ILAND USE: LOW -DENSITY RESIDENTIAL (CITY OF OCOEE) =NTRY CLUB FOREST LAKE GOLF LLC CHRISTOPHER HEIDRICH / / 05-22-28-0000-00-001 � 05-22-28-0000-00-013 ZONED: CITY PARK I LAND USE: RECREATION/OPEN SPACE I ZONED: R-tA (CITY OF OCOEE) ;D USE: RESIDENTIAL / EXISTING`— — S88 EXISTING HAMWOOCITY OF OCOEE) 5-°5458"E I TREESMP-) / _ 000D-oo-ols TEE BOX / ED: R-1NW WATER LINE 1323.24' \ E: LOW-InENSiN RESIDENNJ ----------------- - L i r 13°'A /I os-zz�a-slgyz-1o�D10 A , 9OWNG HARDWOOD TREES (TYPJ- j ' AND PI E (TYPi \ I CIY AVq.I \. T 13 I� I 1 \ �St I BENRA QI,NfNU. cL s< . 05-22IDA i---n 10 / / ' \ \ ` \ \ \ 1 I --� 7" A \ ` \ / 1 '3 815024'W l ZONED' A-1 � —LAND-USE: -RlJBAL (ORANGE COUNTY) / OCOEE — _ — _ SAND PINE OW) � � � � \ \ \\ \ \ 1 8 �,°>s e,. / -I�- _L ; • y / / — _ b \ os a?L�aspY& a- �-as/-%e o •7L,s seo I �rr • CITY LIMITS V _� \ , / WA USE: Z;l I /-ONEMA-1 1 �•}�' a . �13 1N & 1� 1� FOREST LAKE COUNTRY CLUB 0 W O Qcic PROPERTY LINE FOREST LAKE GOLF LLC 05-22-28-0000-00-001 ZONED: CITY PARK LAND USE: RECREATION/OPEN SPACE (CITY OF OCOEE) PATRICIA McNABB 05-22-28-6052-01-010 ZONED: A-1 LAND USE: RURAL (ORANGE COUNTY) I I ( I ( ( I I ( >` o 1 -OCOE ROAD \ \ `°NA�E�• "' I / / NM ° / M RI OF -WA / / , , ,�-/ 1 — —� f / /"`../ i..f� INGRAM A.Gtv 3$ I • • f ' f/ /� / / / f y I I#b' I I aaP� I,f CCU % s'p S87° 943"E N g✓° Iyydl �� I Bad"Id Fad °E,.� ' // ' • / /l • / / // ±, I ' S0.3' \ / / / • r / / / / / �— 87°5943"W — wryLET AVE. ` / N 1d",�J4ie .d�q!�•A`0�,�..c'( a° �'°�s or` . / • / / 05-r2.V% 22-2 s / / / / , / �"e J „s LAND us 'RURAL / / / / / / h T ry ti� I , .,o° — ROOM NWGEN , • I // I/ / ° (ORANGE COUNTY)' / / / / /s / N� ��'"" I ZaNm A-, ,s WOm pw t Z / -- y • // a vE — \ / / • BOSIE.BROWN / / / / / • / N875943"W ,3 1? �\ • 1 05-22-2"152-28-470 / A / / 1/90, / / f N 13.ss' MM / / 11 / GARLAND LOVINGS LAND -USE. RURAL / //• / / j I /• / % ,/ 05-22-28-0000-00-012 3' • / • / / ZONED: A-1 I / (o�CNGE COUNTY) // / •SAND NE MP.)%� / / / // 8 / • / L do LAND USE: RURAL 121 o / If• / / / / / // • n (ORANGE COUNTY) I 12 lool / /• /, // / , / / /• / / / / 3i / / I 12 /02 //// //� ®(/ ; ,/ // •// // // // // // // // // // BRENT WEBB ' J r / d° •/ / / f / / / / 05-2p2T-�28-0000-00-027 / / / l • • , • /� • • d°/ /• / loll / /l / / �S / // / / • / / f71 ILANDO USE: RURAL 4 i 1 (ORANGE COUNTY) ej / / / • / / / / / 100, / /---------- / / / / / / /• / DON ROUNTREE r� / / / / / / / / / / 05-22-28-0000-00-010 �°`�l°1— • / / / ZONED: A-1 Cp- a d/ / / / / / / / / / / / / / ®/ LAND USE: RURAL 1'�'8.�' Z°Z26-O"-oODG-oo-°za .d°� / / �5Y' / (J8 °0453 (ORANGE COUNTY) —towNvecrour�— ... d ' / T \ / / / / J ot1'\° •'i, v°� / / / / / / • �I! I IJLy Iit W2• I H • •-----------22A280000-O D 038 4 e�'�wo mR4 EySTI HMpD 1-0�F���'.-ce ue Ru 0, cvRm s///TTYppJ " •�%N STRUCTURES %°i II R EXISTINQ .) ;, W �- - — — 1 • a� OTIS MOOTY S 89 °53 59" W 85.80' / ; ° d o° ° ' �, �� / N O h moa W O �1A 05-22-28-0000-00-039 I $g / s / • / / XBo N I I a� ZONED: A-1 B�.Fd yd'�,-`N' gJ — — / do'�agi91'o• / O d O j p LAND USE: RURAL p o � �D I o /• _ _ _ �/ / / / oo orb-R ur• O I O I LLI O vw o a 2 (ORANGE COUNTY) O I W of OI I F I a = o ( N 89°0253" W w'M'' �• /01>J• / �5 °' °%r•�d°v.+o c� e moo'- j = O 00 o _ r -t opy / I +' �[U,•o>fioe it s1/ I o I z O< D-o I N N w z o ( 168.44' I - —ot o~y J ads' '6r a p�� dog . 0 O ¢ O u 5 d •'1 / ^ � , O N w ( U O W N w ( LL N N I —� -- -- —�' __ -- ,y' °t dM°VoAo✓ w co op �..• oP d ;° a y to N I zo =¢ z i zo o cv N N M to l _) .1. p1/� / '�" �r �OJN�K) =NN�a I O �• Y — ,^'oK• �vax• / qr� I" N 01 p I p 1 1 1 JAY STREET _ _ s as,� ' — / 550.00' ( N ( N I SUNSNINE GARDENS I I Z ( Q _ I Z ( m 0 2 8 o OF ORANGE COUNTY. INC. ¢ LY = ZST rZ e f / / Q 05-22-28-ODOD-00-D71 Z O O ¢ O O ¢ O Q ¢ �, / ^� iA, I I I zvNm: R-cE I W p l 0 I O O + U I O O I U I O i v I Y 4 . gg ,F O mo use wM ¢ o 0 o G.i w , 2 • /// / ° I Ar A' T I ( toRUR� COMM I O U I O w cw7 I O w to w I O W ,off' / • • � ,�' al a Oo4i I z ¢ I zou S I zo02 y8 1 y J gyp ° g p w o0 00 0 � (1 0 0 W 9 I L I �'L � LWy4�� /// r _Y ,a•1 Pam' 3 I I I I Q 00 0= Z I N N Z m I J N N O ( W N3,¢ �e� o/� • �gg o° I�NN�� m I 5 I� 01� d' N ,,ol/SS�s I l I 'A 1 I N ( N I N ( "If � 1 •( 4'''y�I� lO ' I I I I I�ti I o ( o I o • ,D '___j— g 9 I —7-7- 7---7— I 7 —7--7-1— AMBER RIDGE SUBDIVISION 10 11 1 ZONED: R-1 1 30 31 32 33 34 35 I I 36 37 7 I LAND USE: LOW -DENSITY RESIDENTIAL I I I I I I I 38 — — 12 I CITY OF OCOEE 29 111 � (— 133 _ ` \8 1'3 ROW) .— I /I L _6 I 119 I 120 14 27 F1,31 I 132 I3 40 39 MARY WOODLEY / KERR 05-22-28-0000-00-007 ZONED: A-1 LAND USE: RURAL (ORANGE COUNTY) I I 9 -------------- 0 wa 7zoa=0 }mw=r; �I z1A- SN C0v — — — wo <�5 5o ,, 8 I I:200 z¢ SNN0K I A JNO mo — — — — — — — — — — — J- — — — — — — — TOMMI PEBBLES IV 04-22-26-0000-00-020 ZONED: A-1 ( L(ORANGEECOUNM — — — — — — — — — 1 JERRY OLIVER + o LIFE ESTATES 04-22-28-0000-00-002 ZONED: A-1 >o� LAND USE: RURAL o ¢ O (ORANGE COUNTY) On --- m I o pN �0 1 0 in F 4 U o W O OI I O j o¢�o w U LJ O Z NU _ o — O � O N O wN 1 <� DON GRAHAM 04-22-28-0000-00-023 ZONED: A-1 LAND USE: RURAL (ORANGE COUNTY) — ---- -- — — — — — — — — — ::o i oQ 0 o Q�U I 1 �26 NN�[C C 0 SCALE:1" = 200'-0" FLUCFCS VEGETATION CLASSIFICATION "OPEN LAND" AND BOUNDARY FLUCFCS VEGETATION CLASSIFICATION "SAND PINE" AND BOUNDARY OUTPARCEL REQUESTED TO BE CONDEMNED AND NOT PART OF THIS PLAN SCS SOILS LECA"END OO ®® SOIL TYPE & BOUNDARY NO. TYPE GROUP 2 ARCHIBOLD FINE SAND, 0-5% SLOPES A 3 BASINGER FINE SAND, DEPRESSIONAL A 4 CANDLER FINE SAND, 0-5% SLOPES A 38 ST. LUCIE FINE SAND, 0-5% SLOPES A 1. NO WETLAND AREAS EXIST ON THIS SITE. 2. THIS SITE IS DETERMINED BY FEMA AS ZONE: X. THE SITE DOES NOT LIE WITHIN THE 100 YR FLOOD ELEVATION ACCORDING TO THE FLOOD INSURANCE RATE MAP, MAP NO. 12095CO210 E. DATED: DECEMBER 6 2000, FEDERAL EMERGENCY MANAGEMENT AGENCY 3. VEGETATION CLASSIFICATIONS ARE ACCORDING TO THE FLQRIDA LAND USE, CLASSIFICATION I (FLUCFCS, FDOT, JANUARY99 4. HARDWOOD TREES WITH CALIPER OVER 6" DBH HAVE BEEN LOCATED AND ARE IDENTIFIED ON THIS PLAN. SEE LANDSCAPE PLANS (SHEETS 11 & 12) FOR GREATER DETAIL. zl3l3lml~ ca m Q ca >- m co z WZWWLa Q V O� Li O CL p UCL � U m W y W Q_' Lo L \ o 0 N O o \ rn -$I0LaU a o 0 0 W W W W W 0 0 0 0 0 0 W W w W W W W W W W W O o 0 0 0 0 0 0 0 0Q: L 0 I- 0 � 0 � 0 � 0 v v v v v W W W W W rC115. r^^ v J `a`te� M! rarww v) fafww v J r�r v J 0 0 0 0 0 p Od x� •fir r N IL W m c _ W L C 'J � H c L e VIM C r W N i In i IU6 ® IM w c r � i V) O John P. Smith #63423 NORTH SOUTH (83) TYPE I LOTS 6' CONTINUOUS ORNAMENTAL METAL FENCE W/ BRICK COLUMNS (TYPJ s, HKUH MASONRY SCREEN WALL (TYP.) V.L. VI 6.1. I 1V1 1... V1 1 1 V I VI is. CLARCONA-OCOEE TOTAL BUILD -OUT ri �<. rr i rr.i'ri.•r' ,r r W HGH MASONRY SCREEN WALL MR) NORTH . ....... ...... ..... .......... ....... ...... .. ..... ....... ...... .... ......... SOUTH . ....... ....... ..... ..... ..... f N SCALE:1" = 200'-0" 92.5' r a 7.5' 0 25, 1 N x Q: SETBACKS N (tea RIGHT—OF—WAY TYPE I TYPICAL CORNER LOT LAYOUT NTS 87.5' Q in N 0 7.5' 25' N it SETBACK$ in N (TYP.) RIGHT—OF—WAY TYPE II TYPICAL CORNER LOT LAYOUT NTS 77.5' Q N 0 25' N itI SETBACKS (nPa RIGHT—OF—WAY TYPE III TYPICAL CORNER LOT LAYOUT NTS SEE TOWNHOME PLAN * SETBACKS .L J— (TYP.) RIGHT—OF—WAY 6 UNIT TOWNHOME TYMAL CORNER LOT LAYOUT NTS * 20' MINIMUM BUILDING SEPARATION BETWEEN STRUCTURES * 30' MINIMUM SEPARATION FROM FRONT AND REAR BUILDING FACE TO ADJACENT BUILDING NOTE: DIMENSIONS SHOWN ARE ROUNDED TO THE NEAREST WHOLE NUMBER. SEE TOWNHOME PLAN a � 3 N 25' 4 UQT BUI ING x m Ln to M kx 29'f 25't 25't 29'f N * SETBACKS (TYP.) RIGHT—OF—WAY 4 UNIT TOWNHOME TYPICAL CORNER LOT LAYOUT NTS * 20' MINIMUM BUILDING SEPARATION BETWEEN STRUCTURES * 30' MINIMUM SEPARATION FROM FRONT AND REAR BUILDING FACE TO ADJACENT BUILDING NOTE: DIMENSIONS SHOWN ARE ROUNDED TO THE NEAREST WHOLE NUMBER. RIGHT-UF-WAY TYPE I TYPICAL LOT LAYOUT NTS k I Ye.) RIGHT—OF—WAY TYPE II TYPICAL LOT LAYOUT NTS RIGHT-OF-WAY TYPE III TYPICAL LOT LAYOUT NTS SEE TOWNHOME PLAN 158' t N 425'± 10 29'f 25'f 'f 29'f N * SETBACKS (TYP.) RIGHT—OF—WAY 6 UNIT TOWNHOME TYPICAL LOT LAYOUT NTS * 20' MINIMUM BUILDING SEPARATION BETWEEN STRUCTURES * 30' MINIMUM SEPARATION FROM FRONT AND REAR BUILDING FACE TO ADJACENT BUILDING NOTE: DIMENSIONS SHOWN ARE ROUNDED TO THE NEAREST WHOLE NUMBER. SEE TOWNHOME PLAN 108' * SETBACK —1 —I (TYP.) RIGHT—OF—WAY 4 UNIT TOWNHOME TYPICAL LOT LAYOUT NTS * 20' MINIMUM BUILDING SEPARATION BETWEEN STRUCTURES * 30' MINIMUM SEPARATION FROM FRONT AND REAR BUILDING FACE TO ADJACENT BUILDING NOTE: DIMENSIONS SHOWN ARE ROUNDED TO THE NEAREST WHOLE NUMBER. LANDSCAPE BUFFER BUILDING (WIDTH & TYPE VARIES) SETBACK (SEE LANDSCAPE PLANS) SHADE TREE (TYP.) SEE LANDSCAPE PLANS z FOR DETAILS n� �9 W �. 0 !e o 6' HIGH SCREEN WALL (TYP. (SEE LANDSCAPE PLANS I RESIDENTIAL LOT TYPICAL WALL/LANDSCAPE BUFFER TRACT SECTION N.T.S. 6' HIGH SCREEN WALL SHALL BE MEASURED FROM HIGHEST GRADE, EITHER FRONT OR BACK OF WALL. 0 N N ti 3 O Lu Z (I W O 41 m W 0 >- m z QV 0 En En W UCL m W c1c Q Q Z J C, V am W Lo iv —01919115 0 0 0 0 z W z W z W z W z W O O O O O O L W W W W W W W W W O O O O OLij 0 0 0 0 0 13C O O O O O Z Z Z Z Z O O O (Z.13 O h H J s cb all J a 9 a = 0 44 a A 1-4 A � a WA 10- c i\ Ri �." U) s d cs f� IL i iy c W N 13 m i Ni �� a ® c r i !'9 O John P. Smith #63423 N ......... . .. . . ........... ............ ... . ... . ....... /� . . ..... .... .... .. LANDSCAPED MEDIAN .............. , 1 /­11 1-1 11 ............... . . .............. .. ............ /* . ........ .. .. .. ... ....... .. .. ..... ....... . . ................ ... ...... ........ .... ...................................... ..... ,g .. . . . .. . . . . ........ ........ ........... . ................................ .................. ......... ............. ... ....... ... ............ .... . i.......... ............... ............ 1 0.06 AC.' ................ ........................ . ..... "I'll .............. ....... . ......... ................................... ............................... . .. ....... . ............. ....... ............. ......... . ........... ......... . ........ ......... ... . .. .. ..... .... ... ... .......... ...... ... if .. .... ....... ... ... . ........... . ...... . .... ... ... ........... . . .. . ... ... . ......... . �jo . . ............ . .. . . ... .. . ... .... . .......... .............. 17' WOE . .. ... LLJ ell, ... .. ... . PE ',fER .................... -R -Ow .......................... . /� ..... . ............................ ............ . ... .......... LANDSQAP1E-,3JF FER TRA "IDU ......................... . ...... . ...... ............ LEGEND ............. .. . ..... . 1SCALE: 1" 100' . ..... AC, .. ...... .. 137' 6r T'M TRAC . .. ..... �* . . ...... . ................. .. I ... . .. ....... ........ ..... COMMUNITY REC[ .......................... La .......... .. 59 ............. . ............. ...... .................. ?EAT16N ..... ...... . au (SEESHEET 6) ... . ......... .......... cz 31 LLEI, STORMWATER PIPE, INLET 8c MANHOLE 2.11 AC. RACT �19 17' W ........... ........... .................... LAj .................... .............................. ui SEE SHEET 6 ................. . . ....... >/ -UD- ....... .. Ir ...... CZ 27 0. ��S AC . ......... 70 ...... ..... ,,,own= 26 ss- SANITARY SEWER AND MANHOLE ACT loca", MATCH LINE L --j ,oil M4 *4 F.H. F- LANDSCAPED MEDIAN POTABLE WATER AND FIRE HYDRANT rim I j 1 186 187 5 0.01AC ...... ........ ....... ....... L -148*- J L L F. FKL 60 ...... .... L L ............ TRACTU 120' "' f '�:, � Rw- R 70' 1, . "Dw 33 SIGNAGE/OPEN SPACE 113 70' go, . ..... 0.05 AC. 21 22 FORCEMAIN MACT'O' PASSIVE RECREATION/ fzu 6' HIGH WROUGHT IRON FENCE L vim WITH BRICK COLUMNS ADJACENT OPEN L 100 LOT NUMBER 34 0.35 AC FA ... 55 L-C Ln 8 C4� .............. L IF 11 - LOT TYPE .-1/ , 24/ .... .... 77 76 L _11.9,_ _J ac 60 ...... -4 35 L ",-IN 875943" W MATCH LINE Scs I . ............. . ... ......... j 0.13 AC F 20 LET TURN �_q Lr3l 6�. LANE -M 13.96' 93 78 75 61 16 _J 53 36 lie �_��TRACT Up 60. OPEN SPACE 8.38 AC. 0 79 . ..... . V) LLJ ki 74 A 11 a2 I 111 0111 Ln j 14 6' HIGH BRICK WALL CLASS 00 NO. TYPE WITH COLUMNS F N '0 2 ARCHIBOLD FINE SAND, 0-5% SLOPES A Fw , : F 39 91 !1 ?:t - t I Q Fj EXISTING REUSE LINE TRACT'CC` ND, DEPRESSIONAL A Qc c1c L -M7L- _J 40 TRACTA TO BE REROUTED AT THIS POINT RETENTION POND/ 15' WIDE LANDSCAPE BUFFER D, 0-5% SLOPES A 112 0.68 AC. Lu OPEN SPACE I = I 0 38 ST. LUCIE FINE SAND, 0-5% SLOPES A A, 90 72 64 8.63 AC. 2 Q ............ L .. :_ -.42121- __J NOTES ..... ....... ....... ...... ....... ....... ....... .. .. . ..... ....... ....... ....... ....... ....... ...... ....... ...... ....... ..... IV 122' 49 c 107 TRACT 11`1 1. SIDEWALK LOCATIONS ARE NOT I SHOWN ON THI 65 TRACT'AA' 82 s PARK/ % PLAN FOR CLARITYp FOR SIDEWALK LOCATIONS, IN OPEN SPACE HYDRAN L -13;3L 48 ryp.) 15' WIDE N W B 15' UTILITY EASEMENT L 0.29 AC C38 WALL AND LANDSCAPE BUFFER SEE SHEETS 8, 9, 11 AND 12. ... ....... 0 2, 0.43 AC 123' 2. PER AGREEMENT BETWEEN DEVELOPER AND 106 7 9 066 F_ - - 7 0: 0 F_ 15' DRAINAGE 11 1 71 47 EASEMENT %Pw to SETBACK- L -ja L A-OCOEE REALIGNMENT WILL LINE (TYP.) L---120- I PROPERTY '? ----F - - BE CONSTRUCTED WITH THIS DEVELOPMENT. E LINE -1 F - - 7 1___7 2 67-1 (PLEASE SEE SHEET 15 FOR FUTURE LANE LOCATIONS) 87 84 1 V5 46 TRACTBB' 15' WIDE FIRE HYDRANI ID 10 70 1 .S, Cb cb W, 7 LANDSCAPE BUFFER .... ....... ....... ....... ....... .. ....... ....... ....... .. ....... ...... .... 3. ALL SOLID WASTE COLLECTION, INCLUDING TOWNHOM (TYP L L L . ... .... F.H. L L ­T20'- _j in 0.71 AC > WILL BE CURB SIDE PICK-UP. R .. .... . . ....... ..... 86 85 as ..... ... . . ...... 45 BENCHES, BIKE RACKS AND TRASH RECEPTACLES 104 ................ (PAINTED BLACK) SHALL BE PROVIDED AND LOCATED U L WITHIN PEDESTRIAN AREAS IN THE PASSIVE N; R; RA: 7 5 49 21Y AND AC11VE RECREATION TRACTS. ii 120' 120' n, Q 120' ss ss N 89 002 f53 W .... ..... . ....... ..... ....... ....... ....... ....... ...... . ....... ...... ....... ........ ....... ....... 5. UNDERLAYING LOTS AND ROWS TO BE VACATED 4 498.87' 166, io 67' uj ROW) 70 6. LOT DIMENSI 3 ... ....... ...... ....... ...... WHOLE NUMBER. F_ F_ 6' HIGH WROUGHT IRON FENCE----, 10 102 -1 F_ 7 F_ 1- 7 WITH BRICK COLUMNS ADJACENT 1C)l 100 9 9 98 97 96 7. THE CONTRACTOR SHALL CONTACT SSOCOF �-TRACT TO GOLF COURSE 0 2 15' UTILITY 0 ............ SIGHT TRIANGLE/BUFFER (SUNSHINE STATE ONE CALL OF FLORIDA) PRIOR �--TRACTWNN'--, 170, B6, 1 70' 1 70' 1 70' 1 70' 1 70' 1 86, F TO ANY GROUND DIGGING TO CLARIFY LOCATIONS EASEMENT 0 4 0 OPEN SPACE XISTING UNDERGROUND 1.04 AC. U11LIlIES WITHIN RIGHT-OF-WAYS. 2 0 ................. .. .. ....... ..... ........... ------------------ REUSE WATER"AND WATER MAIN'W/ j ..... ...... ...... S 8905359" IN 685.80' BACK FLOW PREVENTER FOR 3 IIEECUATION/ 0 P UP PUZPAGE A 8. INTERNAL REUSE WITHIN THE TOWNHOMES IS FOR TEMPORARY REUSE WATER JUMPER AC 0 TRACT CONNECTION TO WATERMAIN 6' HIGH BRICK WALIJ�� INFORMATIONAL PURPOSES ONLY. WITH COLUMNS CHANGE .... ..... (LOCATION SUBJECT TO 15' WIDE LANDSCAPE BUFT DESIGN) 0 ML wi OPEN SPACE AT F1 166, 1.45 AC, 16 fop 0, C4 N 89 002'53 W GHT-IN L6 Im...... ....... ........ ...... TRACT T RIGHT 4% OPEN SPACE .... ..... 166.44' PASSIVE RECREATION/ r-ouT 1.81 AC 0 c ... ....... ....... ....... ....... ....... .. ....... ....... ..... ...... ....... ..... 0 0.29 AC. 25' UTILITY EASEME 00 TRACT T 0, . .... ....... ... < 0.11 AC. ................ ....... ...... ..................... . .. ....... ...... TRACT 187 < 411' JAY STREET SIGNAGE/OPEN SPACE S 8905359" W JAY STREET 550.00 . .. ........ ............... I . ....... ........................ . ............. .... . ................................ ....... ....... ................. . ............. ....... Ic 0.09 A ............. 0 > TRACT 'Pr2n' . ........ ............. ILANDS CAPED .. . ... . . . 0.06 AC 0 .... ....... ....... . ..... ..... < CIL TRACT11,18 N ......... .............. SIGH TRIA LE/ ....... ....... FFER 0.05 AC . ..... z .0 LLJ ....... . ....... ....... ....... ................................ CONNECT WATERMAIN TO--,, ........................... ............ .............. ................... ...... ....... ....... ............... ........ . .... ... .. ....... ............ ......... ................ .............................. ....... ....... . ................................ ................................ . ....... ..................................... EXISTING WATERMAN > CL ; . ....... ....... ................................ PpnPF-PTY ............. . ............ ....... ....... ....... ....... .......................... EX1811NG CLARCONA-OCOEE ROAD .. . ........ ... ....... ... ....... ... (24' PV'T) (ROW VARIES) . ................... . ..... . ...... ....... ................................ ....... ....... ......................... .. . ..... . ...... ... ....... ....... ................. ....... ..... . ................................. .. ................................................ ­ .............. . ............ . ........................... . ......... . ................................................................................... . ...................... . ..... . . .. ...................... . ...... . ......................................... . .... ........ . .............. �--89-?53X59-!!--w ..................... ............................................. . ..... ..... .. . . .. ........................................ . I .................. ......... ............ ............ FRI C N A 1.,:3 ............................................. . . . . . . ... . ........ . .................................................................................................................................. ...... ....... .......... .... ....... ................. ......... ....... ....... ................................ . . . ...... . . . ........ . ..... . . . ........................................................................................... .... ..... . ... . .... .. 100.00, ....... ....... .... ........................... .... ...... .............. f ................. ...... 't .... .......................... .. .......... ........... ............................ ................ ... ......... ..... .................. ................................ .... ....... ................................ ....... ....... .... ................ ......... ....... ....... ....................... ....... M Al"-f w Kl­:­� F"' 0 2 2 28 ............. .. 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Smith #63423 R Q . 21 I—, LEGEND NOTES SCS SOILS LEGEND - 0 - STORMWATER PIPE, INLET, AND MANHOLE 1. SIDEWALK LOCATIONS ARE NOT SHOWN ON THIS 5. UNDERLAYING LOTS AND ROWS TO BE VACATED 0 . I PLAN FOR CLARITY, FOR SIDEWALK LOCATIONS, WITH FINAL PLATTING. 0 (@ 0 I — D— — UNDERDRAIN SEE SHEETS 8, 9, 11 & 12.. 6. LOT DIMENSIONS ARE ROUNDED TO NEAREST WHOLE NUMBER. 0 I \ "... 111.1"'.. i;�!-,.�'-.,'�j t2`­-?,: t.<:j:,:�-.,; ..... :, � - .., ,­ " "" "" , t'. : ------.N*—SS— SANITARY SEWER 2. PER AGREEMENT BETWEEN DEVELOPER AND AND MANHOLE 7. THE CONTRACTOR SHALL CONTACT SSOCOF . . ".... ..-.,, /101 '� � 1� , , , \ \ �?.) 11" ;_1__J1`-J`. ('�`._�.�� ,",*t"."f..:..)��.""..-:�Y% """.400 "' " . � ", , , . ; . - .... I "' \ "'. " I'' . . . (SUNSHINE STATE ONE CALL OF FLORIDA) PRIOR NO. DESCRIPTION TYPE \ "', / 1�'5�, %� ��.,. . . . . N LANES FOR CLARCONA-OCOEE REALIGNMENT WILL RE HYDRANT TO ANY GROUND DIGGING TO CLARIFY LOCATIONS BE CONSTRUCTED 2 ARCHIBOLD FINE SAND, 0-5% SLOPES A \ \ � ,% . I �. .., . .., .., , \ It \ I ., 11, NTH THIS DEVELOPMENT. OF ANY OR ALL OF THE EXISTING UNDERGROUND 3 BASINGER FINE SAND, DEPRESSIONAL A , , , , - , \ \ Rw— REUSE WATER (PLEASE SEE SHEET 15 FOR FUTURE LANE LOCATIONS) UTILITIES WITHIN RIGHT-OF-WAYS. \ . ........\ I ,...\ \1 .M_ FORCEMAIN 3. ALL SOLID WASTE COLLECTION, INCLUDING TOWNHOMES, 8. INTERNAL REUSE WITHIN THE TOWNHOMES IS FOR 4 CANDLER FINE SAND, 0-5% SLOPES A \ \ I 1, \ N \' .", WILL BE CURB SIDE PICK-UP. INFORMATIONAL PURPOSES ONLY. 38 ST. LUCIE FINE SAND, 0-5% SLOPES A r, "".." , """""' , ... ... ` ....1�\...."1___-.. 100 —LOT NUMBER 4. BENCHES, BIKE RACKS, AND TRASH RECEPTACLES N C."' E: '\%` \ 11 ". I I --LOT (PAINTED BLACK) SHALL BE PROVIDED AND LOCA TED p SEE SHEET 7 FOR TOWNHOME TRACT "I ..:::`--_- "', %, .. . . 1;-'I::"'11`11z'-.. .., TYPE WITHIN PEDESTRIAN AREAS IN THE PASSIVE AND ACTIVE : � : ; RECREATION TRACTS. : � IDENTIFICATION AND L(D"NT DIMENSIONS ., ,.� .. , , , ,-,,,, It.", "-Z::�, . \ `,*� , '. *�. ...%,.`:,, I ..., _ ,I. PEDESTRIAN GATE FOR CONNECTION TO : : : , : WEST ORANGE TRAIL (SEE SHEETS 1 1 & 14) : ; : 11, I'll I ! : ... ; :r ... ,': <.-, ... rt� t­...; .... s f1l". f111% : ... : ..... : .. . .... ....... :,� "..: : . . . 1 ... "" ` " : ".. ,_t, � li I*.... . t ;,.,fl:: 11 ..... � ... 1 , , .., \ wo� . I ", I.. "... \ \ - , : i , :; r, : ; , :; , . : ! :::'-"",:�:�..-**�""-'-*"'�:'� : '.', .. . . ­ . I :.. I., t : . I....., : ! -_ . t"'..'. J....K." GoLF ; � " �� ,; -,-. CONNECTION TO EXISTING REUSE t ; 8 �, . '. 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I ........ 11 , \ " A �, . ;��..////., / k' ­­ -, PROPOSED ELEVA11ON .., .,. � A . 11 P / . ..... ..."'. / ,,, , , . ., , W/////­� I 11 . , I ', ............... ___:_ r 1 1\ ... ....... . /p, / .1 / .. t Z�1110� //// / I : ; I ,� , M�11111111111111111111111� ----- �, I � ­/ _ I _J L - _j Ll .... , , I .r , ,­,�,, I � '.;::�:!i , f // / '. I I : / "" '11, ; 7? �, , 11 I., ­ .[ / I f . " : , 53 I /­ ,�, 1_1 , 01. pe: / : A" ' M _ *,��, : -,I I- //1.1111,/ ff .1 -­ ..".-.. . I I / // 27 , / ,, . W, , - 47/ ­ , H, , . " _ .1'.. . ..... I _ � / .". � 1, , � i I "I -- --- ­ ... : : \ \ _� _.. , , /:� . ff" I/ _ / : 0 1 DPnC)r%Qr7n r7lH!"T1110C" f%l A0t'%f%KlA_An^CV D^Ar'i I , I . ,e . � ; � l, I . I / . . I - ... 11 ..­ I I I I A I \ ,-, _1J 4 A / /,Q �j:::,,.,.,-­� ....... , ; I ; , " �-�.,� ,,,,,,p _..;�. .., 11. ,:. , / '.1 / , , , ; - -.-::-.;If I � li, I _ ............ / / ,/ ., � � � / / ... . I ,:,: ..,01� 09/ I A, 1'/ �, / .,.... : MATCH LINE I ..", ­ �', ; -I L --- i 32 I 01 � - F - -'-I F- - -7 r- - - I . , , 11X/ I /I 1;�, r . � ; " I / / / f : : / 2 /'I- - " "Alo, ..., �V REALIGNMENT ELEVATION 15' UTILITY - EASEMENT I � / . 1%. �.1;1,1l:::;11,­ ... W\;" Z " . I � .,- ," fg I - - , , I f ff/. I, I . - : : I, -.;::1::1.. � /, IF I 11 : : : �� I ", e. `;-,.�. ­,...7 .... .. i �//,��,-/ ,-/ ,1116 � a , f 149 ..... ........ . - EXISTING CONTOUR LINE ', - I - - - --I : L_ ___�, - � I I � , �U , , = ; : , " I 1 7 F : \ / , , _ IRA 1, I A / '. ,�-, I /.X- I , -_ � A- --­;:,� ...... -- /,, 16,1i //�g,//P, x;v " '. , ; - ' D/ I __ / I 0/////,. � __!� .� , , , AV - I /I I'll./ I : �,, , / /I I : , 11-1 .lw/, 11 I , / ", : . -, ... "", �. `v,, ,,,-� "/ // / / ,,-,,;, :`11 ��.* " . 11 11 1 .1 _�" , - .A .. ....... . f . I 11" 1 ""�M 1 1 11" I 1 1187 1 1 = I / A I F� __ _J " 1, ___��_>__ � - ,,, / 1�_- / , I ...... .1-11 .. ..... . ....... ' L___ i I A I . A I I A I I A I 11 (f), I �,, "I _. - I — I ' ' I . I � ,; / . 11. �,,� " I / I/ � . 1 ,,, , : ..", .. ...... � Ill: ... ...... � ...... 1. 1". L_ I L_ I L " I --, - *_ / I/ I , / ,v , � � ; � ,­­ : : I DIRECTION OF SURFACE WATER FLOW i, --I--- - - -1 ,-Ik I/ re .1 I , A, , , , , " - SIDEWALK k 41. 11 �Vge, ,� / .1 : -MMFM � *11 1 3 ' SIDEWA-LK / , _ / / - , ,,, . i'!,,l " ; - .1 - I L_ I L _,0,_ J - � . : � ---I 33 -=/- I ; � I I I - I ; ,,�F.� 11/� / 1, ,::,.., �� ! -,�; : 11 ELEVATION (6"± ABOVE GRADE) I - __J - 11 / I * '/ / � ... ;:.: 11,; ", ,,, ; : FE FINISHED FLOOR ELEVA = I %�D I I A I (TYP.) //'- 11 '� 1� / / ; " ­, if I —_ 1 21. 1� I I'll 11 IX.,", I / . I P " 11 : A- I / , I i 11. 11 , ---Z�� I A " / �, I 1 J " - I [_ - - 7 / /` � / " .; . , I 1 22 / " � � " - I �� � : I � I , . . J ". - I I , / v I- RECREATION ON 11 / . ',I,, 1 ! �-.' ; 11 - � '� ; / / I i ; . - __1 L - ;_/ � A , / " ,� I y I 1�1.111 �, . '. 1 " I - , 0- , 1, 1 i & I ---,-,";,?,'-- / -,-',/q',' : /. : ­111 ....... ..--.,/ . 1 34 ,h "', i z - - I AREA ". , - " 11 %) � I I " I *M I , ; F - - 7 ­1 ­ 'M /I //�, : -d 11 - ULE'_`,/ ,e, ,­ , . 03 1 00 I , I / "I � I ................ ...... ......... ...... I . : �111 I ..... ..... I .11.11. .­1 11 Airoo "/ .1 I I I "I i'll, i ! : f : . /' r- - - L_ - A / I / !ffi//­X,%,,-;:?­' ................... - . ......... - - ------­­------ ; ... ...... /_ --- - - ------------ � .................... - " I r- - - _� ," I I 11 -111­­�_:::.�­­,, - ... _.: . - � I �' A , , 11 1. - " " � � ': -z-, - ....... 1� , _� , - I , / : "".. ... /"��:-;;"""`///���`/`-"""`/`��:".�'ll",.;`�/,,,"',.::�"/,// ..., 1� J1 If /111 I V I I I I I 11� , KNIF " . / I /� .A ; ; ­­,­­__ll, ........... / .................... �::__"__. .... ;;�_, I ; , . I � I .1 I I - - - -1 `_____ J_ - - ---I I / 24,, ; " I ffff, : - - .//,,l::"/...... : . 1 77 1 - I" I --- - I/ I 1-1 e I ................ .................. - - --------------- ................. - - I � 1 1 60 1 /- " . / ­ -:, "I'lI ...... . ---- a,? I 11 11 ; 1,1101,1001/0/m/. 'F/g/o -;, .,* 11" L _'.�L, - I J " I A 1 . . ,_­ "' 7 ..1 35 1 1 �, 17 '� I I / 11 �;gqgg;/�// numm / , - - 1 11 .. - 11 0 1 1 1 A I ) -11� ."g/p ///,. it A I- - - _J A " "r , ommm -� ., / I, 000/m/m/M. � , , / � I 1 54 1 /I A I I 11 'OF/m/m/m/m/m/M / I'll -1 - - - - -1 L A / I __ . 20 / '_ / V -, 1;. 11 . 111111111IM111, - — - '. - ____ I ) , I , . : I F- - - � - L - - _J � A / I / -,/ I 11 , 'i N 8705943" W �. : , " " I I / - - - _-�_ - - \ , I i " - I , . ow I , . I : I � � 11 [ / - I le F - - -1 1 78 �, "I ; �, 10 � 1� 11 / / 13.96t `4, I T I � I 6 F 75 � 1___7 ;; F / / ; 11 / , N, ik I I A I I 1 61 53 ' 36 \ ' I A 'In "" ,-�,,, A I I / 1� . I - - _J ; L - - _J i A. ii I A A . -- ,/ / A /' / _ -_ / I - " 11 A.10=12- / / " i F___7 ; L - "_ _J - - , - .1 I � L__ !/I , "/ I - - I 1 / . 11 =P­_ 7_1% ; ;­ : I 1, -7- - �, - �, i , It / . ino I '11; , I - ,-- __;_1 \ // 15 � J . , 1111ps /I ,. , I : . I � . - � , I � 11 lamaggo / . STRUCTURE FDOT TYPE � 37 , /, I- ; I IW 3 1 79 i ;` I F - - -I .1.1 7 F 51, � ,,- ; J - ; k / / J 11 f ; 11 11 (C) INLET I I Ari A 1 74 1 ,- ,0z �, � / --,--% .... 0 , ­_ "", I" (D 1 92 . / , I CX: I I I A 11 � ,� ) A / j / 1; f , RETENTION ,/ ,/ ": . RIM ELEV. = 149.10 ---- - "., I / I I I / 11 I ,., - L - - -1 ,,,A _�,, I � A I � /A , I I I . " , -� I 1111 " : t% / / i =-- , 'A e 11 POND 6 ; INV. ELEV. = 143.50 . / , , : . L : i 1 �_, - - ( I-, I � I F - I - I �_ - I ,_ X I � I CN I I - - __� I __� � / �,� /--- - / , 1.35 AC, � ;� I , : , - � - - _1� ,, 11 / / cli , - /I __J , I 1. 11 11; 1, 9 1 109/1 - 1, / - 1� - 1 M cly � F 73 I � 1/ I . . I I , � ,,, L , , I /A I 11' V1 � ­ � I / --- / - / ,� 13 , / / I � L7' " . / � 11, � 63 A I I � I / "I / -­ I I : I / A A ' � � � I �_ - - '� -- 11 / f 11 / le �, : L4_' - _J I / / 1� / — i ._ - � A j (/ 1/1 I / "L [,1 - _ � I /I- L/__� - _J L I - ! PROPERTY , . F__7 I __ ,� I , 'i , I , I/ ./ , I F / I %OV ,/ I 12 " -,� ; LINE , .1 = I 1 -7/1 81 � F 72 � F , � � A ' _J �/ /, 11 I / / 11 11 1; I / 1: 1:111e ,- I I , _1 "I - - 1-1 , " I I / I I , 1I I I L A 11 '_1 ",_ '. � A ' ; � A � 3 V A I - - � , I F / , , / .1 / 1:1 I L - - - / 11 11 � "I I � / � ,P / 11 ! I _ , ' L_- 1 / 'I- < I .- q J L_ - - ___j /' / . ; I ; I 11 . ....... . ­ ... ....... ....... ..... ­­­ .- ... ....... ....... ....... .., .... ....... ..... 11 ....... .111111-- 1111111­111- "I'll, 1-111, __ __ ...... ...... ..... _ ....... ...... ; ; : . L"I 49 . / ! / -, 1 �, � 11 : - 1 A .//-, / A f/ ; I / � � :.. I - , ft �', �11 .,� I \ /. i / '. / 11 / I., ; I ; � / . - .,., I .. /. 11 .1 .. A ,,, F 89, " 1 82/ 1 i ­ / 11 " 15' ,;' I -,,d . I -I,/ RAINAR ; / I I I ; 65,-' . - . \ A � / / � I I -*' I I i- A ;PARK I I SEMF T ///Y I/ I/ � ll I I / 1. . - ; A! I . I 11 1i : I _-Z A / � , I 1 V, /� I/ , /43 \ / 11 / / I / � // e� 11 11 / � � ;F1 "I I N I V , 11 , I ,� " — 11 / I 11 na_: '83 - - - --I F - I / ; . / . I ee F 66 1 . 7 / \ .11 / I I � :: : I " ' I I � . : I I 7V : I A I/ 47 1 , /11 . I / 11 I .­X'.*1.1 " - ; .., A I ) A / A < /I / ,.,� / !� I . _1� ' 850 LF ;- I ? J , 1 71 1 . I , / � / TiD ' / F I - - - , 11 _J I ­ 11 ,,, I i , OF PERFORA / - - f - - - / . 11 .".., ,�, A 11 A /* I � I I I L - - _J L/ I _J; \ \,, , , / ", i � / / i i r. I . I I _1/ i / UNDERDRAIN 0 0.19�/ I" / ­ ­ . ; / . - F- - - , -� - - - , / 1:1�1 � / 11 , / I I/ I'll 11: a / / , / / I 84 1 67 1 1 A / I / /111 11 : <� I ,/ 70 /' 1 46 ,,,'I / � .1 �, ,, / I I I I 11 I / I �� / / / / / A / � .1� i � 'l ...... : . I �� /, /,�. / � / ­11­1111 .. ....... ....... ....... I—, ,. A , , / � I /I I / , /I/ I I -111, ... I ... ... __.. .... ....... - - _ __1 ­­ - .... ....... ....... , - I - --/I- L___J // L_ - - ILJ IT. f _11- ­.. __ . ....... . I ..... ...-- . . ........ . L - - -.11--i". _­ .... . / , / , ....... ...... ....... ....... , � - i � / I "I'll, ...... I .... I .. ....... I ....... V, � f ' I , " Z, : . L ' _J L - - J, - I I ",',""I'll- I / I A I . ., . ­1 , \ I UN[ItRDRAI N, CLEANOUT ,,-'/' 11 "� ',; : - - ­� � - : I " 1. ", -,-,- -1 / "I ,/1 ./' �11_ ­11.. I__ . .... I .. ....... .... . ...... .. . . ...... � ....... ....... ­­­­­ "I'll. -1111, ..'' : - - - _� . .(Z� , / ___­ I "A 6 rd, I / // �-" I _ . I ....... ....... ­,;;:,;;;./ ��'. , , 1 e.$ __ . ---7 F I 11" , I 'T . I ( INIV ELEV 114-0.60 ,,�. 11 i . C.. V . ..... � /I . : , ?". , , F _J_ ,,,, " , I/ ,/ I e I 1­1­ "I'll "I'll, "I'll ....... ....... ....... ... ­ 111— _ ... ....... I ..... ...... 0. . .. ", ", 45 X . \ 0 .. . 69 1 1 / .. 1 /L4 I .1 "I � ". : I 11 . A , � _,"___�- LU .1 86 1 1 ; , , . ,,, , X 1 1 48 I W I .", , 0 .11 - 11 I 1_�, / ,^\ \ , " A/C 1: A/U A 1 A/C .1 " .11' , �1 , ., A, SIDEWAI .. "� , , : I : �,,�5 / / . ." , 1�, 1/' I ; / " twp I , I / . ­ - I . I I 560 , 1\ .". I / ,,,, �, ..... � . ..... I ... I \ i I ,,,, /­ ...­ � : — — < � .­ " .- — - '53",,W � / * ..... ...... ­ .1 11 11. -STRE:=T- I I �, N UY 002 ! \ � .1 —EBB'— . - �'\ \ 4- 1 1 1 1 1 . . I Z' - — -1 . ; I I - I", " I , ; 103 `� I I , ; I ; I � I - - - - - I I - - - :1 ; ; I I I I , 11, I , , I V_ 1, -7 F_ :. 7 F_ - -1 r- - 7 F_ ­`�, 7 •T__ 7 J­� .1 -� r "I _111 . / I . r- - 7 rT .,,,' I : , , .111, - . I . ; % I / �/ 3 �4 I; 102 . . � V \ A . . ,> : I . 95` 2 � / /�l 1M I Y 100 I 1­16 I 1 98 ­1 - -1 97 1 1,�96 1 1 ; I . .11 I � // . 11 A � \ \ // "I "I / I "I I : . - ' , I 11 . �/ I "I * I/ / * "-- N' I I A ", . �i A I I A/C I k1C � I 1. ; I / A I I A I I A I - : / / J � \ \ ,:;/ 'A " , I : ; ­ 11 .X I/ �I 11 --- ". ./ I ��,, 'A : : _J L - - _J I - _J L_ - -1 * I - -J I - I L- - -J L�� - -J/ / L__: - - --A �61 �1_1 ,,, I : . I : . " - / .� " , 11 : I � .", / / 'A ., , : , . ; _1/ - - - - -MEWA I / I , , � I / , , "" ., / , I , I , : , l / , "I I .1 ,: . ,/' , ,- / 11" .. , : I , , , / .1 , I .11 , : I / . : ; '­ "". n ' / . '1� : -- —S ­_7685 ,,', e , . A / / : r ,­ 5* STD d : 8775-3-159" W I =_ = ,_ , .1 � "" "' 1\ / : f - I : ­'.,.,e. - — - - — - - ­­­­ --"'I'll", - — "I"", . ; . ; - .." / .1 : : . .. I I , ; : : . " I , I I "�z: , .... �..- .I/A ..".,,.. I.. ,.�1�1......,.'.."_...."/,....1/.1 .'.­ ...­.� ".9.N .�.".— O ..._1."1". -G1'". R1t!:Ii��:;;I� ..A. . ... D1 ..,.�.I.,.N.,G ; z � 10 / 74 " THIS AREA ,. —< ­­ � � ,'A 1 , ;I. : /` - II / \ /"\7 ///.11 ._t" II i IN1yJ "/ /" I . , Y' /I / z".. �I /� 46"'L ../, 4 , ..........., 1,' "I�, 1_ JAY STREET '.""145' / 6 89153!591 W__ --jAY STREET 5 , .. ..... V..... 1 -- ­— ___­— — - — : � — ­? — — ?1-1-11-1.1111 I :. 1. ,- . ..., ".... , /. ............... -I.."I—,- , . .I...: "­_, ,� , ....'ll, ....11., .....11 .: "'I � a I/ _ 143 ,� : I : 1 : . / / z­ i :_, : I ­­­111­......1.11............ _` I11 ;� / / // ///�/ / // ,/1// iI ./� I/ , 0/ . I 5 '/ i, I ro / I z I I� :S 11 ..._/-/ � Z" . .......�.... ­�­: .........fI"1......­-................_. ...—­ — ,;:::; , I 2 L :: -..Ill .........I......_._�, 71-11 I I - 95' CLEARING & GRUBBING LIMIT - - 10, 75' RIGHT-OF-WAY 10, � ,V 2' 2' 18' 14-HR . - 2' 2' - 4 _ MEDIAN 40 MAX. 1.33'— — � SLOPE(TYP-) MIN. 1.5" ASPHALTIC CONC., TYPE S-1 2.00% I I 2.0 6h I I _ 2. 0_0 % __L0_01__- I I CURB AND GUTTER (TYPE A) . . —SOD (BY HOME BUILDER) 6" STABILIZATION . . TYPE V . I L4' THICK CONC. SIDEWALK 50 P.S.I. FBV (UNDER CURB) 11 MEDIAN CURB � 11 (BY HOME BUILDER) 6" MIN. SOIL CEMENT BASE 12* SUB -BASE SHALL BE COMPACTED TO 98% OF THE MAXIMIUM DENSITY AS DETERMINED BY AASTO T-180 TEST METHOD. TYPICAL 75' RIGHT-OF-WAY * STREET "Aff AND "G" ENTRANCES I N.T.S. .. .. � f - ­ . I ........ 1-11 ......... ........................ \11,111,111,1111*1 ..... ....................... I ..................... I .. ...................... ***'* ................... I ........ ............. I .......................... I .............. ............. I ........ .......... I .... ............................... - ................................... " ...... E ... 4646 ............ ­* ..... \ ........ N ..... 8,9-t ... ­58' . ..... 31,#�-E .. ­... 11-1­11-1-1-11111-1 ........ � ..... _1111-1111111111111 ................................................................................................... E 0111111!�T. MIN. 1.5" ASPHALTIC CONC., TYPE S-111- - --- I Is . , ,7� 7�,; �,,: .-..-: i,z� .� - "g", ­Ln . SOD (BY HOME BUILDER) -�W' _�,�'An ­­­ _A,L�l ,;­­ ­�yl ; 1:1 ==;�Zz - _Zz, — -=_�r,� - 11- ... 4* THICK CONC. SIDEWALK--� � (BY HOME BUILDER) 0 12" SUB -BASE SHALL BE COMPACTED TO 98% OF THE 6' MIN. SOIL CEMENT BAI MAXIMIUM DENSITY AS DETERMINED BY ANSTO T-180 TEST METHOD. TYPICAL 50' RIGHT-OF-WAY N.T.S. 1B AND GUTTER (TYPE A) STABILIZATION P.S.I. FBV (UNDER CURB) I 1111115=19 49 . Q1111101INJIM111mim I :1 _W t� 11-1 a 2 z � : : N 89 002'53 " W : : : : 166.44' : : ; ; � R]R'y ---, --, � /, I L�v 6V ]i,:` Of ***'* ­­ ... * .... ... I ... - - I --41 - 'ok, � , - *� $? -111-1 ` 4' 2 Re 16� If A SAMPLE COMPUTATION OF GRADING CONTROL LINE A-F FOR A 60' LOT ON AN RESULTS USING 0.5% STREET, WITH 28' SETBACK, 28' BUILDING DEPTH AND 2% SWALES 1 % SWALES A Curb -top on lot -line extension at high lot comer A-B Parkway slope: 12grass and walk at 1/4*/ft. (2%) 3 ' ) " M 3" 0.3' B-C Side swale: 58' gross at 1/8"/fL (11%). . . . . . . . . . . 4-(( .2 1 7" 6 ' .. ........ -D C Swale turn with 10' radius: 16' grass at 1/4*/ft . . .... ... 4' 0.3' 2" 2" 2 i000073"J D-E Rear swale: 12' gross at 1/8"/ft. (1%) . . . . . . . . . . . . . . . . 3' 0.3 1* 1 - E-F Protective rear slope up from high -point of swales . . . . . . . . . . 3' 0.3' 3- " Sub -total A-F from curb -top ,to ground at rear building wall. � � 27- (2.3) 16- (1.4') �! Minimum rise from curb -top tslab floor. 27' + B" . . .. . . . . . . . . 35- (2.9) 24- (2.0:) Minimum rise for wood floor using 8" joists: 27* + 1 9" .. . . . . . . . . 1 46- (30) 35- (2.9) 1--" A '1'%1M1-_ I A I I 019r r%r% A MIL lr% ,, 11 ;l SEEAE.:§ -EET­§ -"-' a s//s//Z'/Z///////g////-; , ///// ,/ I E-V �/// e� - ,/ MATCH LINE , �..o . ...... I ... ­­­ ....... ....... ....... 11-1-.111 ... ...... I ....... ....... -11,11,11, ... I ....... .. N I 40' DRAINAGE - E r EASEMENT 1 1 W z , W 11', -11 - — - I - . -3- ., I -I, __ L__ — , 0 05 — -11,11, ... ....... ....... I ON ...... . ­ .... ..... . .. ... I'll, . ....... ....... ....... 1- .1111, Z:::: - ­ m O� - L ...... .oi F M _11111.111- 11 ..... ."', ; ; ; : : ; 2 1111 0/111 ; : : : : : ; ; : : : : : : : : ; ! : : : ; ' 11- - .... ... � ... ....... .111-1-1 .. ....... ..... I—— -11,11-11, . . ....... ....... ....... .11 . . . .... ....... ........ ...... L ­­­ � .... 11 .... I .. ...... .. ..... .."111-111 ... ....... ....... ....... ­­ - .... ....... ....... ....... . . .. ....... ....... ..... . 1.1111, ­11 1".." ....... ....... .1111, ­111. I'll ... I 40' DRAINAGE EASEMENT RIP -RAP , 1111"/, � ............. . L . ....... I 11111-1. L - OUTFALL W W ' -35DRAINAGE EASEMENT r 40' DRAINAGE EASEMENT - CQ ... ....... .."111.1. ,Xi///, ... 77� ...... ....... ....... � . ..... _7_� --- 6ii�**­ ...... I ..... . - ; M , . . . � .I... . I... 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I ... ­­..". , , , - �. - - . . . . ... K..­* ----, --, *"***** .... ­* '*"*** 11"...... 114 *-*- "I". I ... �,` - 0 . . ... AF a "I . 04 ...'41vo ----, ev iJ� 11 16� — R7 . � __� C� — . LOT GRADING TYPE B DRAINAGE BOTH TO STREET AND TO REAR LOT LINE SAMPLE COMPUTATION OF GRADING CONTROL LINE A-D FOR A 60' LOT WITH RESULTS USING 28' SETBACK, 28' BUILDING DEPTH AND 2% SWALES I % SWALES A Curb -top on lot -line extension at high lot corner A-B Parkway slope: 12' rasa and walk of 1/4"/ft. (2%) . . . . . . * 3- B-C Side swale: 56' gross :It, 1/8"At. : : 134: �O 1:3 2:1 �O 0:3') 7- 6 C-D Protective side slope at extension of rear wall . . . .. . . . . . . . . . 3" 0.3' 3- 0.3?) Sub-total A-D from curb -top to ground at rear building wall. . . . . . . . . TO-i * ( 1 . 7') i-Ti, (1.1) Minimum rise from curb -top to slob floor: 20" + 8* . . . . . . . . . .. 28' (2.3') 21- (1.8') Minimum rise for wood floor using B" joists: 20' + 19* .. . . . . . .. 39* (3.2') 32- (2.7') FHA TYPE V LOT GRADIN't .- ALL DRAINAGE TO— REAR LOT LINE SAMPLE COMPUTATION OF GRADING CONTROL LINE A-F FOR A 60- LOT, RESULTS USING 28' SETBACK, 13.5% DRIVEWAY, AND 16' FRONT SWALE D-E AT 2% 1% SWALES A Curb -top at high side of drive near low lot comer - A-B Parkway slope: 12' grass and walk at 1/4"/ft. (2%) 3- (0.3') 3- (0.3') B-C Driveway grade change: 4' vertical curve from up -grade drive in street to down -grade drive on lot . . . . . . . . . . . . .. O" ( 0.0*) 0" ( 0.01 C-D Driveway down -grade to point 10 feet out from building line: 14' at 1 /W/ft ? .) . . . . . . . . . . . . . . . . . . _ -1.9' 23" -23" * 91) J�BQ/3�5% D-E Front swale: 16 at . . 17 . 4" 0.3') � �-1 2" 0.2') E-F Protective front slope up from high -point of swales 3" 0. 3" 0.3) Sub -total A-F from curb -top to ground at building . . .. . . . . . . . . - :1.3; (-1.1) -15" (-1.2') Minimum fall from curb -top to slab floor: -13' + 8 . . . . . . . . . . . -5" (-0.4') - 7- (-0.6') 1 Minimum rise for wood floor using B" joists: -13* + 19" + 6- ( 0.5') + 4" (+0.3') W 4-"- W z .2) Q0 11_� (0 Q.� Ift--ft z "--- . �� W � Q W C) (300 0 Q Z) W z , 0 (4 W Q 0 Iq Q 01C a 0 W 0 �_. >-. V) ql::c Iftft. :X - ---- --- - Q , 4z) 61 N (� I �- �, 2 o V ,, % Q N :ill X, I.- .- V_ 00 40W 9 I.- FHA TYPE 'C' LOT GRADING tw_ W .a c h_2 John P. 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WITH 28' SETBACK, 28' BUILDING DEPTH AND 2X SWALES RESULTS USING 1 X SWALES A Curb -top on lot -line extension at high lot comer A-B Parkway slope: 12' gross and walk at 1/4*/fL (2X) ,3' ( " 3'j DO: B-C Side swale: 56' gross at 1/8'/ft. (1 %) . . . . . . . . . . . . . . . . 14' ( .2 oil 71: ': , 6 C-D Swale turn with 10' radius: 16' gross at 1/4"/fL . . . . . . . * * ' 4: 2" 0.2 , D-E Rear swale: 12' gross at 1/8"/ft (1X) . . . . . . . . . . . . . . . . 0:3 3 �O fl 1 0. � E-F Protective rear slope up from high -point of swales . . . . . . . . . . 3' 0.3' 3' 0.3 Sub -total A-F from curb -top to ground at rear building wall. W_w'(2.3) T-ET (1.4') Minimum rise from curb -top to slab floor 27" + 8 . . . . . . . . . . . . . 35- (2.9) 24- (2.0') Minimum rise for wood floor using 8" joists- 27" + I 9 . . . . . . . . . . . . 46' (3.8') 35" (2.9') i -1 FHA TYPE 'A' LOT GRADING — "-*.*.,.,.*.,.:I ___...- __�_ ....... �]�.`,:-`*n, :. 0 Q Qq1W ..Z.-i-1.1 W , ""' 1�*/ ---,, W R -_�, - - 'te � Z-1 16� , ",� __� 11 e 11_�, 11 :0 LOT GRADING TYPE B DRAINAGE BOTH TO STREET AND TO REAR LOT LINE SAMPLE COMPLMATION OF GRADING CONTROL LINE A-D FOR A 60' LOT WITH 28' SETBACK, 28' BUILDING DEPTH AND 27. SWALES RESULTS USING 1 X SWALES A Curb -top on lot -line extension at high lot comer A-B Parkway slope: 12' gross and walk at 1/4"/ft. (2X) . . . . * Y 3 S) B-C Side swale: 55' grass at 1/8*/ft, (JX) . . . . . . . . . . . : : : : C-D Protective side slope at extension of rear wall . . . . . . . . . . . . . . le 2 �O 1:.fi 3" DX * 7: �00.6) 3" OS) Sub -total A-D from curb -top to ground at rear building wall . . . . . . . . . — 20" � (1.7') TT,�' ( i . i ) Minimum rise from curb -top to slab floor; 20" + 8 . . . . . . . . . . . . 28" (2.3') 21" (1.8') Minimum rise for wood floor using 8" joists: 20" + 1 9 . . . . . . . . . . 39" (3.2') 32- (2.7') FHA TYPE 'B' LOT GRADING � ­ - I " - ­1 - . - R. �� , v v I v i I F., N-� . - �.v U — . , . . , . __ I - . -........... . � � ,0 �, I , . � . . . . . . ...... . . . - - __ LOT GRADING TYPE C ALL DRAINAGE TO REAR' . I i __��� LOT U E I - SAMPLE COMPUTATION OF GRADING - ! —_ CO OL LINE A-F FOR A 60- LOT, 28' SETBACK, 13.5% DRIVEWAY, 11, AND 1 FRONT SWALE D-E AT 2X RESULTS USING 1 H 1 % SWALES A Curb -top at high side ' rie [a lot cc er —_ A-B Parkway slope: 12' gross B-C Driveway grade change: 4' ind walk atli 1 . ; I (2.) 3- ( 0.3.) vertical cu ve f up -grade 3- ( 0.3.) drive in street to down-gra C-D Driveway down -grade to C,.jo,nt line; 14' 'at 1 e drive on if t . . . . . . . I . . . . . O- ( O.O.) 10 feet ' ut ro building 45X O- ( 0.0.) ?/B"/fL . D-E Front swale: 1 6' at 1/8 / � . . . . . . . . . . . . . . . -23* t. 1%) -1'9' '�? ?, - - - ! 4- � OS -23' �-1.9'� " 2 02') E-F Protective front slope up m high -point of swales 3- 0.3) 3 . 0:3) Sub -total A-F from curb -top to I round at b � uIlding . . . . . . . . . . . . -13, (_ 1. 1) -15" (- 1.2') Minimum fall from curb -top to slab Minimum rise for wood floor floor -13" + a . . . . . . . . . . . -5" (-0.4') 6' - 7" (-0.61) using joists: -13" + 19" + 6- ( 0.5) + 4" (+0.3') I . . . '_ ...... � ...... � _._�".`,'�2; ....", " .: 1/-.11, ­,­ " ". , : ,.", , TFALL : -.-., - .,---- ...... �--""_ V : , ,,_.� ....... , .". . .., " . .1 A� (GRATE ELEV 151.50) (GRATE ELEV 157.00) CONNECT PEDESTRIAN ; ­­ i;.,'\ I �. r<> ___ , , , \." , - ; 0*% ­_ ­ - , ...... , "I ­,�::,-..---1111--1 ... ­­ -_ : - � . ....... .. . � , I " ! .,.,. __ ...... I'.------- `E � .�,!,...,-".,..,--,..,.",.�l.,-- -­­­ .. 1'� - PATH TO WEST . ... -, " - /" � � ...... - i f .., ...... 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V) 0 ___N Z %:z �__ Q Qr- ft 0 Q_ z 0 �*� - i LA� Z 11::( i CL (/) LLJ Lj.j Z .< ,*.W 0 ft-ft ___- (/) 3� CL "--.ft �� ,Nk Lj -... Ct LLJ L-j Q (Z) LU Z (j �j . (3to LLJ Q Ljj () 111:;c Q Q:: 0 0 cc Lj� LLJ 0 �� >.. V) �� qq I-- Z Q . it Q) 4z) N 04 ,* .1 %.- (� I �, �- 2 � , , lk 8 P4 11 , N� a 3 V_ % 44 LLI I.- I&W �j ) - "I I . 'It 0 . 0 Q) r - __ __ � John P. Smith #63423 ---------,-,- ___ ­11 _ . . ..... .. ___ ___ , , _ I , i I I I ­ __ _______ __ - , I-- - 11-- __ ­ ­_1 I !� __ - --- I 11 ------- . ..... , , ___ - � --- ­­­­ 1- 0 5' Q 5' BERM z BERM a I I TOP OF POND EL 157.50 I I s 100 YR/24 HR DHW EL 155.64 S� ® WQ EL 153.61 c� BOTTOM EL 152.50 RETENTION POND 2 SECTION B-B N.T.S. (WIDTH VARIES) r Q O 'ES SEED & MULCH SOD SLOPES Z BorroM 5' m BERM o � 5r 0 Of BERM o_ TOP OF POND EL 160.00 1 1 1 1 TOP OF POND EL 152.00 100 YR/24 HR DHW EL 158.63 w100 YRf24 HR DHW EL 150.02 `ST WQ EL 156.79 S� o WQ EL 147.92 h - BOTTOM EL 155.00 BOTTOM EL 147.00 RETENTION POND 4 SECTION -D RETE"ON PO SECTION E- N.T.S. N.T.S. FvI rmn; Tn rwm POST 7/t 2" X 31 7/8' X 6' NOTE: FOOTING WIDTH TO BE (2)X POST WIDTH. MINIMUM DEPTH 30" DETAIL- TAN PVC PRIVACY FENCE SCALE: 1/2' -1'-IT GATE (TYP) 5' So. POST (TYP.) 7/8' X 6' T & G PICKET (TYP.) 2' X 3 1/2' TOP RAIL (TYP. r 6"1 ASPH4LT PATH TAN PVC FENCE (TYP.) DETAIL- WEST ORANGE TF IL GATE CONNEC11ON SCALE: 11T - T-W 4" THICK CON STREET '1' STORM SEWER 3 I LL 0 , � BERM (WIDTH VARIES) (WIDTH VARI 0 0 SLOPES SEED & MULCH SOD SLOPES ¢ SOD SLOPES SEED & MUI BOTTOM 5' CO z 5' BOTTOM BERM w BERM � of 0 C -\ 14•7 1 1 TOP OF POND EL 152.00 I I ® 100 YR/24 HR DHW EL 150.32 WQ EL 147.49 BOTTOM EL 146.00 RETENTION POND 1 SECTIO N A N.T.S. (WIDTH VARIES) SOD SLOPES SEED & MULCH SOD SLOPES 5' BOTTOM 5' 5' BERM BERM BERM INLET ELEV TO BE DETERMINED WITH FINAL DESIGN TOP OF WEIR ELEV 159.50 EMERGENCY OUTFALL PIPE (FROM POND 4) EMERGENCY OUTFACE PIPE (TO POND 6) O c ' INV ELEV & PIPE �j SIZE TO BE DETERMINED SIZE TO BE DETERMINED CL WITH FINAL DESIGN POND 4 MOT TYPE P5 INLET WITH FINAL DESIGN _ o O o DTH VARI ED & MU BOTTOM TOP OF POND EL 162.00 a 100 YR/24 HR DHW EL 159.51 ¢T ® WQ EL 159.05 BOTTOM EL 158.00 go Im N.T.S. NOTE: ALL FILL TO CONSISTS OF FINE SANDS COMPATO A MINIMUM OF 98% OF THE MODIFIED PROCTER AXIMUM DENSITY (AASHTO T-180) AND IN LEVEL LIFTS NOT TH VARIES) EXCEEDING 18 INCHES LOOSE E� D & MULCH SOD SLOPES Z BOTTOM 5' BERM DO I I TOP OF POND EL 149.00 I 100 YR/24 HR DHW EL 146.54 2' cS:over w WQ EL 143.83 h s Sands (fill) Sands \Ui1nerj'Vjh- 8" UNDERDRAIN_ O BOTTOM EL 143.00 Natural sou 20 PVCNOTE: ALL FILL TO CONSISTS OF FINE SANDS COMPACTED TO A MINIMUM 2 Install.1 liner 2 feet iota 9� F OF 98% OF THE MODIFIED PROCTER MAXIMUM DENSITY (AASHTO T-180) ur natural so0 Natural sail FOR A DEPTH OF 2 FEET BELOW NATURAL GRADE R NTION ^^ POND V (CO SE VI)IN I®- N.T.S. FEBCO 805Y BACKFLOW PREVENTER OR APPROVED EQUAL. SCH. 40 GALVANIZED PIPE &FITTINGS. PROVIDE TEMPORARY 2" DR9 POLY 12" 30" SUPPORTS AS REQUIRED. 0 ABOVE GRADE 2" DR9 POLY EMERGENCY PIPE (TO I OUBLE STRAP SADDLE I"• 2" CORP. STOP__ TO CORP. STOP PROPOSED WATER LINE - I - EXISTIN TIE-IN VALVE MUST BE CLOSED AND WATER LINE REMAIN LOCKED. CONTRACTOR TO PROVIDE LOCKING MECHANISM. VALVE WILL BE OPERATED BY COUNTY PERSONNEL ONLY. TO BE PAINTED BLACK AND SCREENED WITH A HEDGE LANDSCAPING. CAL JUMPER CONNECTION WiTH BACKELOW PREVENTER 4" THICK CONC. STREET 'H' STORM SEWER EMERGENCY OUTFALL PIPE (TO POND 6) d SIZE TO BE DETERMINED WITH FINAL DESIGN I POND '2' TYPE C INLET INLET ELEV TO BE DETERMINED WITH FINAL DESIGN TOP OF WEIR ELEV 151.50 EMERGENCY OUTFALL PIPE (FROM POND 5) GRATE :V 157.00 STREET 'H' STORM SEWER EMERGENCY OUTFALL- PIPE (TO POND 6) 2"(TYP) SEE St. - --I --1 4"(TYP) MATC LLJ uj i J � - ....... ....... ".....�� 1L MIN NOTES: 1. EACH SUCH PARKING SPACE SHALL BE CONSPICUOUSLY OUTLINED IN BLUE PAINT, AND SHALL BE POSTED AND MAINTAINED WITH A PERMANENT, ABOVE GRADE SIGN BEARING THE INTERNATIONAL SYMBOL OF ACCESSIBILITY AND THE CAPTION "PARKING BY DISABLED PERMIT ONLY", AND A "FINE SIGN". ALL HANDICAP SPACES MUST BE SIGNED AND MARKED IN ACCORDANCE WITH THE STANDARDS ADOPTED ' BY THE DEPARTMENT OF TRANSPORTATION. 2. BOTTOM OF SIGN TO BE POSTED 84" ABOVE PAVEMENT. .. ------ .................................................................... 3. MAX. 2% CROSS AND RUNNING SLOPE ON ALL HANDICAP PARKING N SPACES AND ACCESS AISLES. ' 01 s HANDICAP PARKING STRIPING ...... '---' ....... INLET ELEV TO BE DETERMINED WITH FINAL DESIGN _TOP OF WEIR ELEV 151.50 EMERGENCY OUTFALL PIPE (FROM POND 5) INV ELEV & PIPES I I "-INV ELEV & PIPE INV ELEV & PIPE -- SIZE WITH FINALERMINED DESIGN SIZE TO BE DETERMINED SIZE TO BE DETERMINED SIZE TO BE DETERMINED POND 5 FDOT TYPE P5 INLET WITH FINAL DESIGN WITH FINAL DESIGN POND 1 MOT TYPE P5 INLET WITH FINAL DESIGN RIM ELEV TO BE DETERMINED WITH FINAL DESIGN I 4" THICK CONC. TOP OF WEIR ELEV 161.50 EMERGENCY OUTFALL EMERGENCY OUTFACE ! PIPE (TO POND 6) PIPE (FROM POND 3) INV ELEV & PIPE-- N"'-INV ELEV & PIPE SIZE TO BE DETERMINED WITH FINAL DESIGN SIZE TO BE DETERMINED POND 3 MOT TYPE P7T MANHOLE WITH FINAL DESIGN f .s s ................................................................................. ti I:x m 3 m W m W >- m at m 0 i m a z o m W t4 "_°:::......................................................................... t W LAJ Lu Z C Lij_. , Q W4 cn _:...........................;... :.. :.. ................. LAJ.......................... LIFT STATION NO.1 V -NICO .' �, 11 ............ ............................ .........g.. .;................................................................................�,. ..................... ...... ........... O PLAN FORCE MAIN ROUTINGo 'N SCALE: 1' - W-V W p W Z A C N t=i1 John P. Smith #63423 � ............. . ....................... A. -­-­­­,� .......... 7 . ......... ...... I j, All .... ...... .... ...... ..... .................. ........... ..... ...... . ....... ....... ...... f. . . ................................. ........... 1.11,­­� ................. -v ............. .............. 182 .. ......... ; /A . ..... .... . ... Z­ ... ....... ..... ................. ........... . ftt ...... ....... g ........... 100, 0.8 UNDERSrORTY2.4 CANOPY TREES TREES rHEDGE EQUAL TO 25% COVERAGE EACH SDE r-- LOT LNE SOD PROPERTY LNE 6' WROUGHT RON FENCE WTH BRICK COLUMNS OR 6' BRCK WALL BUFFER TYPE SCALE, 1v m 30E-0w VAR SEE P1 PROPERTY LNE BUFFER TYPE I SCALE, 11 ® 3011-0" ... ............... 1.�<.­`.,..-s,ZS., y 'N. iff .... ..... MINIMUM .. ........ X F ­04 'A 69 30 Oil I �% 714 7 % 74 ro��- r !/ 'v►�',� \�/�,�i+�ifJ'' j�l% ��I,►M mo 1001 �'��� �. ilk`\�, �� ��� -®�'°/ %/ �\ �♦` ���;� j�'�►�� Ari r4f V, 111/5 4 E ,fi e vA jx� I PF� 4 4 io VFW IF P- 41l'I BUFFER TYPE A RETENTION' di j dLV AREA 15'/TYPICAL 41 A41 k f w, if R0 d I go 5IIIIIR�_d IM, HIGH BRICK COLUMNS WALL WITH BUFFER/ TYPE D 15 Typl ' N ..... ....... r. > SCALE® 11 1001-01 .......... ............. IV7­­Q',1­­1 fr TREE LEGEND ul or 4 EXISTING TREE TO REMAIN, TREE PROTECTION PER CITY OF OCOEE k" A f DETAILS PER ARTICLE V1, TREE PROTECTION AND PRESERVATION 00, XNI EXISTING TREE TO BE REMOVED STREET TREE- LIVE OAK, 1 TREE EACH 50 LIN. FT., OF STREET ON ALTERNATING SIDES MINIMUM 10-15' HEIGHT X 5' SPREAD, 3.5' DBH AT TIME OF PLANTING SEE ET CANOPY TREE- 3 TREES EACH SINGLE FAMILY LOT I I TREE EACH MULTI - BM FAMILY LOT, ALTERNATIVES INCLUDES LIVE OAK, LAUREL SHEET pm I \,.MATCH LINE OAK, MAGNOLIA GRANDIFLORA IDD BLANCHARDF, 10-15' HEIGHT X 5' N 87059431, W SPREAD, 3'-3.5CALIPER D.B.H. MINIMUM AT TIME OF PLANTING 13.96' WATER TOLERANT CANOPY TREE, ALTERNATIVES INCLUDE BALD CYPRESS, RED MAPLE, WAX MYRTLE, WEEPING WILLOW, AND WATER OAK UNDERSTORY TREE, 29DBH, 10' HT. X 3' SPREAD AT TIME OF PLANTING ALTERNATIVES INCLUDE EAST PALATKA HOLLY, DRAKE ELM, LOQUAT N IlL NNj TREEFORM LIGUSTRUM, CRAPE MYRTLE, CABBAGE PALM, WASHINGTON >- vrNN PALM 0000SHRUB PLANTING, SELECTION FROM ARTICLE VI OF THE OCOEE LAND U. um DEVELOPMENT CODE, SECTION 6-14.C.3.A-F, 3 GALLON bu \ ...... ...... ...... ....... ....... ....... ....... NOTES 1. ALL PLANT MATERIALI TREES, SHRUBS, GROUNDCOVERS SHALL BE CONTAINER GROWN, FLORIDA al, AND SHALL MEET ALL CITY OF OCOEE STANDARDS PER LAND DEVELOPMENT CODE. 2. -SINGLE FAMILYi ALL OUTSIDE ELECTRICAL, TELEPHONE, AND CABLE SHALL BE PLACED ON THE BUILDING AND PAINTED THE BUILDING COLOR. ANY GAS EQUIPMENT SHALL BE PAINTED BLACK AND SCREENED WITH LANDSCAPING. THE SCREEN LANDSCAPE SHALL OBSCURE THE VIEW OF THESE FACILITIES FROM THE ADJACENT PROPERTY AND THE STREET . ....... ...... ....... ... RIGHT OF WAY. ALL MECHANICAL EQUIPMENT LOCATED ON CORNER LOTS SHALL BE PLACED WITHIN THE INTERIOR SIDE YARD. SPECIFIC DETAILS SHALL BE PROVIDED WITH THE FINAL ENGINEERING PLANS. 3. ALL AIR CONDITIONING CONDENSOR UNITS SHALL BE SCREENED WITH HEDGING THAT SHALL OBSCURE THE VIEW OF THE UNIT FROM THE A .. :wl pr ­ ­- ."". I..", ,, ­­;, 1=­'4.­­­1­11.111".... ­ ..... ....... ..... I 4.011,0MR, W, * . /i4 iv 89,0253"W I- r "16 A%1WWA%%r&11 I F'1MVff-&r% 1 1 a Lop 4. ALL APPARATUS ABOVE FINISH GRADE9 FOR EXAMPLE, BACKFLOW UFFER "TYPE" D�� Lu It3 PREVENTORs POOL HEATER AND PUMP EQUIPMENT SHALL BE PAINTED _�o ...... ....... ... ... ....... ....... ...... ....... ....... 15' ICAL BLACK AND FULLY SCREENED WITH LANDSCAPING. P _r PA, sm 5� SIGHT TRIANGLE AREA- g N, P111R, '4$ 5. EXISTING TREES WITHIN LOTS WILL BE EVALUATED FOR PRESERVATION/ NO SHRUB& HIGHER THAN 2 iFEET 2 2r'1111 REMOVAL AT THE TIME OF LOT DEVELOPMENT. TREES BRANCHES TRIMMED "TO 6 FEET MIN. AWL] Pv W 6. NO TREES SHALL BE PLANTED OVER WATER, WASTEWATER, Lu OR REUSE LINES WITHIN THE RIGHT-OF-WAYS. u 4A \4f), ... N !�Ad %w O 6,111 w, W, M, WW-A 1w 'A 4 , o mAx go rm OR R INN, oN I L 0- jOO' EXISTING CLARINIOCOEE ROAD 0.8 UNDERSTORY TREES r_LOT LNE 15, PROPERTY LNE I ou m Im c SCALE, 1w m 301-09 100, 1W —0.8 UNDERSTORY TREES —2.4 CANOPY TREES LOT LNE 8 SHRUBS go' SOD rx SOD— SCREENNG HEDGE —2.4 CANOPY TREES SOD 4 FT. FROM BACK OF WAX 1 100, PROPERTY WE RUEENN TYPE 0 STREET TREE L99AM SCALE, V m 301-0w SCALES V m 501-W CANOPY TREES AT 50' OC, ALTERNATE STREET SIDE LOCATION, OFFSET TREE 4 FEET FROM BACK OF WALK TYPICAL RIGHT OF WAY LINE ------SOD 4 CONCRETE WALK 2' SOD STRIP CURB AND GUTTER Wendell J. Stafford #LA0001 222 w 12! C Q vJ j I& LLI Liu LLJ Z o >_ ca z LLj 2 �:. 00 Q _j L&j rz -q Q3 cz LAJ Lai c1c 0 LI) LLJ LLJ LAJ s: LLJ L4 IZ-3 L4 Zs L 0 LL_ L4- itz � � Z3 Z5 QZ PC Lo to Sn (_r) _�t Qv Q vo A r L Q_ uj Om Q.ft uj J � LA_ O 0 v BUFFER TYPE A- 15' (TYP. MATCH LINE 011101:ffiN11m. ?my�f111111111 SEE SHEET 11 BUFFER TYPES 100. F 8 UNDERSTORY --2.4 CANOPY TREES _TREES HEDGE EQUAL TO. 25% 15' 1 5 MIN. SOD 41. T_ In r qp Awl NOt ILI IN GUM -- 2 05, pmw mi: imm Zi MINA Ig N \7 A�V L rA4 -ANN %.$f -MAL Opt It �ty 4,17. mill 9, T!tu li, Qo. ON 7"l X, iv lli, rill ��q COW IF♦M +mill 0 !41 r 190 piI, 1P. ff I'M [I I N' r 4 A pill I VE I FA Od rALI 0, 9-T 47 A4 F, 'OM► 7,04m, - IF ;Ill.\ -1W mill il,� �' N , i► I► ,rr► - gill �' , �� i poll', X INS ME RUM bk;ll v� mill v p FA m 1W 1 7070 3 If I 25 111 "xw 71 gii I- 0 _4�144 A w ON p it I l, 01w lip 051 Of ? A7, iX WAS! '�ffljmew L"4 5�'01 Tl% �: riI,,•�/%j ''i!ce.,.`�,A.r:/ ►�V'♦. ,\! ►v.�., \ , 'I +iii Art\ AIM 11 S 0 W 414' EA 5, ON, q t - ALNVd LA 2.2 V 01 i d i i Ap LN:V4 'All low �-.-y►- �� r / ��'' ♦� .� .��•\��.���1���� :; „�,, '\,�• �� F4 -1 0 IZ Mir, F44 f jj' 'A V: Mpl will, 35 �IWV in I I r A Mm ft-WR*k-1II - % mu 29- Q'IIIIIIIIIIIIIII llp- o' mv vow �A IL Am M 5 R All &L NI Aim- III ;R1 IP-t Q 1501110 If VIE - Jim pill 'jj ow ill► l w► 11 .8 UNDERSTORY 2 4 CANOPY TREES LOT LINE F 8 SHRUBS 1 j7 "Aiii i pill PROPERTY LINE 6' WROUGHT IRON FENCE WITH BRICK COLUMNS OR PROPERTY LINE 6' BRICK WALL BUFFER I= Ail WALLA LANDSCAPE BUFFER OUEEM TYPE Q- VEGETATIVE RUEEN SCALE, 11 im $01-01 SCALE, If m 301-01 -77-7-7 x" 7 t. Y. .......... ::;; . ....... z,, 32 x r. V05 "5 P, g.. ......... ........ . . .... . .. ... . ... ..... - m . ......... I OM BACK OF WALK — LOT LINE— 22 SHRUBS 5.4 CANOPY TREES 2' 7 UNDERSTORY '� ' ��9t��'ait®e�lr�. EES MAW mom 'Y" A �nV PROPERTY LINE BUFFER LINE TRACT LINE (TYP.) LIFT STATION & EQUIP. DECORATIVE ALUM. FENCE PLANT W/ JASMINE VINES CANOPY TREES AT 50' OC, ALTERNATE SWEET VIBU" M HEDGE PLANTED HIGH & 30' 36O.C. STREET SIDE LOCATION, OFFSET TREE 4 FEET FROM BACK OF WALK TYPICAL GATE RIGHT OF WAY LINE CONCRETE DRIVE A CONCRETE SIDEWALK SOD A CURB & GUTTER (TYP.) 9. CONCRETE WALK R/W LINE 2' SOD STRIP CURB AND GUTTER in RETENTION, g, AREArf No+ lww_-Jl� N LIFT STATION SITE DIM SCALE. 1" 8 30'-0w I Lu Z -i 0 SCALE, 1w ■ 1001-0w o m Q ­j O I OM BACK OF WALK — LOT LINE— 22 SHRUBS 5.4 CANOPY TREES 2' 7 UNDERSTORY '� ' ��9t��'ait®e�lr�. EES MAW mom 'Y" A �nV PROPERTY LINE BUFFER LINE TRACT LINE (TYP.) LIFT STATION & EQUIP. DECORATIVE ALUM. FENCE PLANT W/ JASMINE VINES CANOPY TREES AT 50' OC, ALTERNATE SWEET VIBU" M HEDGE PLANTED HIGH & 30' 36O.C. STREET SIDE LOCATION, OFFSET TREE 4 FEET FROM BACK OF WALK TYPICAL GATE RIGHT OF WAY LINE CONCRETE DRIVE A CONCRETE SIDEWALK SOD A CURB & GUTTER (TYP.) 9. CONCRETE WALK R/W LINE 2' SOD STRIP CURB AND GUTTER in RETENTION, g, AREArf No+ lww_-Jl� N LIFT STATION SITE DIM SCALE. 1" 8 30'-0w I Lu Z -i 0 SCALE, 1w ■ 1001-0w o m Q ­j O No+ lww_-Jl� N LIFT STATION SITE DIM SCALE. 1" 8 30'-0w I Lu Z -i 0 SCALE, 1w ■ 1001-0w o m Q ­j O O CURB AND GUT""" CONCRETE WA STREET TREE ( ACCENT PLANT LAWN AREA Cr SMALL SHRUB SCREENED POI LARGE SHRUB ABC UNIT (TYP.) SHADE TREE (I L4901 I _=1R: OPTIONAL PRIVA (TYP.) DETAIL PLAN - TYPICAL TOWNHOME LANDSCAPE SCALE:1"' = 30'-0" PROJECT PERIMETER 6' HEIGHT �'� �• MASONRY SCREEN WALL (TYP.) .�i A SWEET VIBURNUM HEDGE — PLANTED 36' HIGH �. NO . • ENTRY PEDESTRIAN WALI( , 1 PLACE BEHIND WALL, CONNECTS TO PHASE -t AN ENTRY PEDESTRIAN WALK, PLACE BEHIND WALL, CONNECTS TO PHASE 1 WALK AT CLARCONA OCOEE ROAD / •- • - - • ' • • - • ' . Z-4*0m'_9 FOR CLARCONA—OCOEE ROAD / REALIGNMENT DETAIL PTA - ENTRY FEATURE SCALE:1" = 30'-0" NOTE: BENCHES, TRASH RECEPTACLES, AND BIKE RACKS SHALL BE PROVIDED, PAINTED BLACK, AND LOCATED WITHIN PEDESTRIAN AREAS IN THE PASSIVE/ACTIVE RECREATION TRACTS / / / ISWPA f TT ��' . � \ �. 1i�=►.t .ice �!,I �� � - \�- ) \\ ��' `�; .: , • -mil ,' ,..:�/ W�po I WIA tow Its � • i� ' - 'I /,,����= DETAIL PLAN - TOT LOT AT RECREATION CENTER ed ed. e a 7. l 37' -4" E7MS PLAY AREA k EQUIPMGNED FOR AGES YRS YEARS THIS CONCEPTUAL PLAN WAS BASED ON INFORMATION AVAILABLE TO US. PRIOR TD CONSTRUCTION, OEFAILED STE INFORMATION INCLUDING SITE DIMENSIONS, TOPOGRAPHY EXISTING U ILITES, SOIL CONDITIONS, AND DRAINAGE SOLUTIONS SHOULD BE OBTAINED, EVALUATED, It UTILIZED IN THE FINAL DESIGN. CHOOSE A PROTECTIVE SURFACING MATERIAL THAT WAS A CRITICAL HEIGHT VALUE OF AT IFASF THE HEIGHT OF THE HIGHEST ACCESSIBLE PARF/FALL HEIGHT OF 1HE ADJACENT EQUIPMENT. (REF. CONSUMER PRODUCT SAFETY L ONMIS90N (CPSC GUIDELINES, SECTION 10: SURFACING) CCOPYRIGHT: COPYRIGHT -DATE LANDSCAPE STRUCTURES, INC. DESIGNED 8Y: INTLS TANiww S% IMP Anything else is Cutting CCrdirs. 601 78t STREET SOU1H - P.O. BOX 198 MANO, MINNESOTA 55M Pit 1- O-328-M FAX 1-763-972-5091 USA i Certified W C LLJ 03 0 Q z LAJ Lou0 Q Q V U cO C � v m W y W o 0 = W 0 z W 0 z W 0 z W 0 z W 0 0 W W O W W O W W O W W O W W O cs��� O O O� O O W W W W W z 0 a 0 a 0 z 0 a 0 d o No d x� dd T V L Ills d ~ O a � C 'E p li J a C a x ` d s � C � IL N d x= W � H L • �o m ME n C� G MO 4. Wendell J. Stafford #LA0001222 16'4 3/16' E 11�1�1�1�11 1111�1�11� TO FACE OF • MODULAR BRICK COLUMNS (TYP.) -----------MODULAR BRICK.a —JUMBO BRICK WALL- RUNNING :O �I�I�I�I�I� 1111�1�1�1�11 11�1�1�1� � �Ili�l�l�l�l�l�l�l�l�l�l�l�l�l�l�l�l�l�l�l�l�l�l�l�llll�l�l�l�l�l�l�lsl�l�l�l�l�l�l�l�l�l�l�l�l�llll�l�l�l�l�l�l�l�l�l�l�l�l�i�l�l�l�l�l�l�l�l�l�l�l �I�I�i�l�ll CIA NNUMN • . m 1 1: 4 11 eiv, m CUT MODULAR BRICK CAP- ROWLOCK COURSE SLOPE CAP FOR DRAINAGE JUMBO BRICK - 4' X 8' X 12' NOMINAL (TYP.) TOOLED MORTAR JOINTS (TYP.) VERTICAL #5 REBAR AT 12' O.C. (TYP.) HORIZONTAL 15 REBAR AT 12' O.C. (TYP.) CELLS WITH MORTAR (TYP.) CONCRETE MASONRY UNITS (TYP.) FILL CELLS LEVEL WITH CONCRETE CONTINUOUS CONCRETE FOOTING(TYP.) REINFOREMENT PER STRUCTURAL ENGINEER COMPACTED BACKFILL TO 95% MODIFIED PROCTOR DENSITY (TYP.) SCALE:1/2" = T-O` E FACE TO FACE (TYP.) T-B 3/4' I FACE TO FACE (TYP.) U-CHANNEL RAIL (TYP.) INDUSTRIAL DRIVE RIVET (TYP.) MASONRY COLUMN (TYP.) 1' SQ PICKET STANDARD FINIAL (TYP.) ¢) POST TOP (TYP.) RAIL BRACKET (TYP.) SO POST (TYP.) RING (TYP.) MODULAR BRICK CAP- ROWLOCK COURSE CUT BRICK AS REQUIRED & SLOPE CAP FOR DRAINAGE .' 0 TOOLED MORTAR JOINTS (TYP.) #5 REBAR - 4 PER COLUMN (TYP.) MODULAR BRICK (TYP.) CONCRETE MASONRY UNITS (TYP.) FULLY GROUT CELLS iF-ii0 ii ii NOTE: ALL METAL COMPONENTS OF FENCE SHALL BE PAINTED BLACK, II •` % 1f,'� CONCRETE MASONRY UNITS INCLUDING POSTS, RAILS, BRACKETS AND HARDWARE. III _ FILL CELLS LEVEL WITH CONCRETE I - I ''�. '' :''�' I ( I CONCRETE FOOTING 0 3,000 PSI (TYP.) ill) • • REINFOREMENT PER STRUCTURAL ENGINEER - f j —COMPACTED SUBGRADE TO 95% MODIFIED PROCTOR DENSITY (TYP.) ELEVATION ORNAMENTAL FENCE t SCALE:1/2" =1'-O" PRECAST CONCP4 M COLUMN W17N DECOR47IVE CAFFIN6 (rYP.) -- -- - --- - - - -_--_ -- - --_ --- _ -- - -- _ - -- - -== _-_--- _--_= _ - -- - _�__— --- — - _ : =_ ___� _w - _-- _ =__= ----I- _=____ -: _-- _ = _ =____ _ - - - � - = = = = == _ =-_ =- -_ - ====-- —_ r===r=-�:r=, _ :_- rr=Ste_==: ter: rr: �__ s_______ �y�_:ll _r___ ____- �_:i__:L_� m �______________:� 1111111111111111111111111111111111111111111I1111111111111111111111111111111111111111111111111111111111111111111111111III[IIII1511111111-111111111111111111111111111111111111111111111111111111111111111111111111►111►1111111111111111111111111111111111111111111111111111111111111111111111111111 __________1 IIIIIIIIIIIIIilllllllllllllllll1111111IIIIIIIIilllllllllll -----------= =- -- =-------- --- ---- - - -- •• CONCEPMAIL- i Wj5JECr To CkANME A 7' PINAL ENWNERAWx SrONE r11X.5ACK6R0UN0 -. ENTRY WALL DETAIL PLAN / ELEVATION I —Off SCALE: 1 100 POINT OF BEGINNING................ ..................................... ................. 2 UPL /CxNTS EACA4 S/DE SPOIL ICxNT DETAIL PLAN — TYPICAL ENTRY WALL SCALE: 1' -10'-0' FfkREC,4ST CONCRETE PIEL:;)AL LION INTECR,4L COLOR, T rf'_ S� ,8 / �lS/ON / N D �� Tl>tlC,4 T/ON TEXT <?•rf=.> STONE TIE 5,4CKC IRCUNL�) 121' 5OUA,4 'E ON JR0T,4 TEL;1 6i")RZ) DETAIL ELEVATION — ENTRY WALL SIGNAGE na r s / / rr% ri O I I 3� 1 21 i� 41 mm°'mz Q W C) U � v m W W m ��o N o \ 0 \ Z W Z W Z W Z W Z W O O o o O O W W 0 W W 0 W W 0 W W 0 W W 0 O O O O O Z O Z O Z O Z O Z O h p d r ii a x s _ H C ai le E p fi a C m x ` d a � cs _ :d bm d Im W r fN m� yM .3 N. �c r � ® +� O ----- REBAR, VERTICAL REBAR NORI,Z'ONTAL STRETCNER BRICK VENEER FINISH, W Q RUNNING " R BOND, I/24KE0 Z JOINTS mrt=> W BRICK TILL' (T1'P.> _ r v , V) �— CMU, 8 "XS "X/6'; RUNN/Nlx BOND SOLD/ER COURSE (T1'P.> LLJ O W FINISH OR40E "X/6 "XS'; C•i CMU /6 6INC:LE COURSE REBAR TOP AND BOTTOM Li.. REBAR VERTICAL 0 COMPACT SU5aR40E * 6'-0" MIN/MUM, MEASURED FROM THE F/N/SkED aR40E V ON IUNICN EVER SIDE /S NlOkER (FRONT OR BACK OF WALL> o DETAIL SECTION — ENTRY WALI SCALE' 1 A =1'-Ow o � O N to o La a W C y tt. Wendell J. Stafford #LA0001222 II 0 0 l (O N I a O Victor Stanley, Inc . P , D , DRAWER 330 - DUNK IRK, MD 20754 USA 1-25 Web site: www.victorstanley.com TEL (301) 855-8300 -FAX (4107 257-7579 PG 1 OF 1 SIRE FIERY CADD Oeportnent VIEWS 4 PRODUCT SPECIFICATIONS DRAWN R , D , N , REV, 9/ 1 /99 STEELSITES T1 1" 46-1/2 -=i ® Reconnended 17„ seat height 28 Standard 4 Foot Length g — — — —— — —� -- Standard Permanent Mount FRONT VIEY Shown With Optional Armrests — — — — — — — ——-- — — — ——--— — — — — —— � I Concrete footing d i For � � size according hAll dimensions 27-1/2 -Center' i L__ J to local soil our convenience aneconomy this y y * are in Inches bench is shipped partially unassembled , to center I conditions L_J L_J (19) 1/4" x 1-1/2" soli Arrirests are node All specifications t U�V�EI'IEiY steel bars with a 1" are spacing between members from 1/4" x 1-1/2" subject to change. solid steel bars Please contact factory t \ for details. z o. 4 g Fully welded joints throughout �TI�E A steel anchor tab is bottom All fabricated ��•, shot- welded to the of components are steel shot- �'�. Co right 1999 \ each leg to help secure blasted, etched, phosphat i zed, preheated Copyg `—the ossemb I l n the and e l ectrostat i ca I I owder-coated 'den/B" D, D, high - Victor Stanley, Inc. y Y p denstubular steel All Rights Reserved �� concrete footing with TGIC polyester powder coatings. it Y 1,1, . VRCTOR STA �t LE , I ,\ P.D. DRAWER 33D - DDNKIRK, ND 20754 USA Ja r icjac�urzrs c f Q.,iry Satz Furrir,�ngs si- 1962- TDLL FREE: (000) 36B-2573 ( USA & CANADA ) TEL (301) 855-8300 - FAX (41 D) 257-7579 •// V STANLEY,COM WEB SITE: iITTP, 4lWW, ICTDR 2B 0 11-1/2'0 d I I Y .. U � 1/4' x 2-1'2 HORIZONTAL SOLiD STEEL BAND YB" SOLID (42)" z 1" STEEL 28Y VERTICAL SDLID� TOP PING STEEL BARS i � t y , 36-GALLON CAPACITY HICH 5 Y i s i , DENSITY PLASTIC LINER SITS IN 2 a 1 u n . % 4 ...: •x., l y, SUPPORT BARS t• t r 20-3/4" (4) LEVELING FEET WITH ..,z�`a 3/4' SOUAP,E A 3/8ra DIAMETER CE14TER ANCHOR THREADED STEEL SHAFT BOLT HOLE AVAILABLE OPTIDNS, POWDER COATING SECURITY 10 STANDARD COLDRS, CUSTOM COLORS ( INCLUDING THE RAL RANGE) LIO IS SECURED WITH VINYL COATED GALVANIZED STEEL AIRCRAFT CABLE, CUSTOM PLAUDES & DECALS CABLE IS LOOPED AROUND ATTACHMENT BRACKETS AND AVAILABLE WITH STEEL PLADUES IN VARIOUS SIZES AND PRESSURE SENSITIVE CRIMPED IN PLACE, VINYL OUTDOOR DECALS. LIDS SHOWN WITH STANDARD TAPERED FORMED LID, AVAILABLE 'WITH OPTIONAL S-2A FORMED DOME, S-2A FORMED DOME WITH STAINLESS STEEL ASHTRAY, AND DS-32 FORI11ED DOME W/ SELF CLOSING ODOR NOT ES: 1 • DRAWINGS NOT TO SCALE, DD NOT SCALE DPAVR0. 2. ALL FABRICATED METAL COMPONENTS ARE STEEL SHOTBLASTEO, ETEHFD, PNOSPHATIZED, PREHEATED, AND ELECTRDSTA11EALLY POWDER -COATED WITH T,G,I,C, POLYESTER POWDER CDATINGS, PRDDICTS ARE FULLY CLEANED AND PRETREATED, PREHEATED AND COATED WHILE HOT TO FILL CREVICES AND DUILD FILM [DATING, COATED PARTS ARE THEN FULLY CURED TO COATING MANUFACTURER'S SPECIFICATIONS, THE THICKNESS OF THE RESULTING FINISH COAT AVERAGES 8-10 MILS (20D-250 MICRONS), 3, THIS VICTOR STANLEY, INC. PRODUCT MUST BE PERMAI+FNTLY AFFIXED TO THE GROUND, CONSULT YOUR LOCAL CODES FOR REGULATIONS, 4, ANCHOR BOLT PROVIDED BY OTHERS, 5• FOR HIGH SALT ABUSIVE CLIMATES, HOT DIP GALVANIZING BEFORE POWDER. COATING IS AVAILABLE• SEE WRITTEN SPECIFICATIONIS FOR DETAILS. 6, ALL SPECIFICATIONS ARE SUBJECT TO CHANGE. CONTACT MANUFACTURER FOP, DETAILS. 7, THIS PRODUCT IS SHIPPED FULLY ASSEMBLED, PHS-36 PRODUCTION SERIEST1136-GALLON LITTER, RECEPTACLE SHMIN: STANDARD TAPERED FORMED LID COPYRIGHT 2001 VICTOR STANLEY, INC. ALL RIGHTS RESERVED REV. 8112103 DRAWN L.K.P, DETAIL— METAL TRASH RECEPTACLE i 1 ( P11•D, DRAWER 33D - DUNKIRK, MD 20754 USA DP2000 83 Victor Stanley, p Inc. TIEL (3DH 855-B300 - FAX (41D) 257-7579 — WEB SITE; http://www,victorstonIey,con PG 1 I OF i All fabricated components are steel shot- b I asted, etched, phosphot i zed, preheated PRODUCT SPECIFICATIONo CADD Dep�rtr,ent VIEWS 3 and electrostatically powder-r_oated TGIC DRAWN P , D , N , PEV , 3/ 18/04 with polyester powder coatings. PRAIRIE SERIES 60-lie { BK-3 All dimensions Standard Permanent Mount 17 17 are in Inches 36a Recommended Lj� FRONT rif height For your convenience and economy this bike rack is shipped fully assembled ---------------------- -- r r i All specifications are I I I I subject to change. Concrete footing Please contact factory 24 I , 5B-1/0"-Center to center I I size according f4C details. I I i I tD IDCoI sDll I I I I conditions _ J L _ J , PERSPECTIVE j(p(JER (JF �p UIrU1i14 fjE!! --}} 2-]irB" D,D, tubular stee I i A steel anchor tab is welded to the botton of Copyright 2004 j each leg to help secure victor Stanley, Ine. the assenbly in the / All Rights Reserved j concrete footing— j) I I DETAIL— BICYCLE RA Floodlighting Application System Approach Kim Architectural Floodlighting Systems are engineered to produce the specific distributions required to illuminate horizontal and vertical surfaces from minimal set -back distances, or mounting heights. This differs greatly from sports fields, where long distances (tall mounting heights) and considerable distribution overlaps are utilized. In General Floodli htin cut-off, 9 9r control of glare and special effects are not considered Important design criteria, Neither of these systems produce efficient illumination for the Architectural Environment. Architectural Floodlighting demands close luminaire-to- surface distances and minimal distribution overlap to reduce the number of fixtures required. Architectural features often dictate luminaire locations that are less than ideal, requiring special optical features. To satisfy these requirements, q Architectural Floodlighting g 9 demands wide range of beam distributions. Further, the need to control unwanted lamp visibility, or to produce special architectural effectS, such as streaking, and surface grazing, require specialized optical systems and accessories. Seven Distinct Optical Distributions produce the required range to iauminate virtually any surface from very close to long distances. I, Wide Vertical Medium Narrow Spot Narrow Horizontal Flood Flood Flood Flood Spot Spot Four Luminaire Sizes provide a range of the most compact fixture scale for the requisite lamp. Fixture sizes range from the smallest (CFL) in Incandescent, Halogen, Compact Fluorescent and H.I.D. lampings to 70watt, to the largest (AFL30) in H.I.D.lampings up to 1000watt. g:;p ':;D CFL Series AFL10 Series AFL20 Series AFL30 Series Accessories, cantr liin unwanted lamp v1!abifitY. protecting the iumj aire from vandali sm, or reducing spill light in tight spotlighting distributions, make fine-tuning luminaires to special applications i htin 5 P 9 9 P 9 9 g P Pp requirements possible. See pages 3-5 for additional details. Bam Fixed Full Grid Lexan"SLX Color Doors Hood Shield Louver Shield Filters Kim provides the widest range of Mounting Options to assure that each luminaire can be mounted rigidly, to preserve aiming and provide years of trouble -free service to f[h Ui E�5t.� Junction Box Stanchion Horizontal Surface Wall ! Vertical Surface Mounting Mounting Mounting Mounting Fuli Shields Most effective when used with narrow flood or spot distributions where visibility is from all sides ofthe fixture, and Side Pole Mounting 1Ylens shielding cries per model and top to side) Full shields Willi' provide good control of lensvisibility, as well as trimming of side light from the lenssurface. DETAIL— FLOODLIGHT Specifications LTV730 Series Bronze Housing Accent or Wall Wash LTV30 Series Composite Housing Accent or Wall Wash SP NF or PR OPnCAL SYSTEM t�. k h 3 I k Acchitectuml Trees Accent W W OPTICALSYSTEM rLTV° ;r 519ns Facades LTV730 1 LTV30 series Lfractures are designed for t applications requiring '\ additional lamp tilt. Greater fixture setback \` from the lighted object is alfowed, producing a flatter lighting effecL Eyeball Retaining Ring: Cast bronze, natural finish. Eight captive W blackened stainless steel hex- h, Isacketopstrews. Eyeball: Cast bronze, natural finish, 360° rotation within retaining ring. Holds optical assemblies at 3(r from vertical. II p Lens Ring: Cast bronze naturalfinis beveled for 9 h e I I water vale mnotf. Four a trve 1" blackened stainless P steel hex -socket cap screws, Lens: Clear tempered flat glass, F thick, Lens Gasket: One piece molded silicone, U-channel wraps completely around lens edge. � r Bronze Housing, Two piece cast bronze, F' . 9 p rue mn wall thicknessupp=_rand irnverhousmgconhnuously - soldered together No top lip to trap dirt and awistum ' xqa separatespliceandba0astcompartmentsindividual $ cast aluminum inmmakoveis whh one Piece molded silicone gaskets. Two V NPr in bottom of 33 cu in.. a2 _ = splice a. Modular reverse draft housing design area. (top smaller than largestbottom diameter). Composite Housing: High ten erasure , - compression molded, fiberglass impregnated, r F" mim wall composite. Charcoal gray. No top lip to a# trap dirt and moisture. Solid brass knurled Inserts molded -in to receive retaining ring screays. Separate .- splice and ballast compartments, individual cast aluminum intemal covers, wt)t silicone gaskets. Two L" NPr in bottom, 33 cu in. splice area, Modular reverse draft design (top dia. smiler than bottom), d body and ballast modules epoxy bonded, � Optical System: SP and NF -Spot or Narrow Flood Alt L - spun aluminum reflectors, specular Nzak ', black Duranodic' arc tube glare shield on SP only. PR -for PAR38 reflector lamps. All optical systems yoke mounted, 36OF rotation, t15° vertical adjustment 05' to 45` from 0' vertbi), loddng xrevu, black hitem finish-mble4n . WW-one ' p gt g pecehydm(onned reffeao s Nzak 3ffrotafionandscretvbc 4 Pentlar >4 t i to un Walt Wash distriblroon. NI mediu bases m ocketsrored 4W.Nnl-mnsodcetforhal en lamps. ps. 1 Electrical Module: F h power actor ballast, 8 po f I , _ - •20'Pstadin fa nmuntedtn asketedcom Amen 4 �Y 9 !� = coLIV730/LTV30and ❑V732/LTV32on ve4 ly _- Wiring: Anfi-sfphon barriers on all wiring to and from ballast compartment NI components wire linked for 360C -_—�� grourtdquidcdisconnc-ctforremovalofopticalsystem. Optiol Adjustment Certification: UL usted to U.S. and Canadian safety standards for wet locations, fixture manufacturer shall employ a quality program that �0ts. is certified to meet the ISO 9001 standard. 3k" IS' 4J" 3K" l i (2) L" NPr .. .. ...—.. DETAIL— UPLIGHT TOWNHOME STREET LIGH77NG: DECORATIVE S77REET LIGH77NG TO BE PROVIDED PER CITY OF OCOEE DEVELOPMENT DESIGN GUIDELINES. SPECIFIC STREET LIGH77NG TO BE COORDINATED Wl774 CITY OF OCOEE STAFF & PROGRESS ENERGY. A LIGH77NG PLAN WILL BE PROVIDED 1077-1 FINAL SUBDIVISION PLANS. TYPICAL TOWNHOME LIGHTING DETAIL OR APPROVED EQUAL BY CITY OF OCOEE Ordering Example: LTV732/ WW 1 150HPS277 1 GM30 Fixture Optics lamp Mode Options Fixture Optics Lamp Mode ' LTV730 SP spot PR PAR 7OMH120 150MM20 70HPS120a BronzLam Housing NF Narrow P 7OMH2O1 150M H2O8 70HP52 08r 7OMH240 150MH240 70HPS211 H.I.D..LD. Flor48od 7OMH277 i50MH277 70HPS2771 Accent 7' 1;3 y 7OMH347 i50MH347 70HPS34P LTV30 10OMH120 175MH120 100HPS120' Cam sfteHousf Po Yokenrwnted refkrtw and yoke o t m un ed med,umbase 100MH288 175MH2O 8 100HPS24W 700MH240 175 MH240 100HPS240a H.I.D. mea a s«WtfaED•17 sodvmbketrp PAR38 HJD.rMecmr IODMH277 175MH277 100HPS277' Accent tuo.i mp, lamp. IOCMH347 175MH347 100HPS347' 150HPS120' 150HPS2081 ISDHPS247 150HPS27T ISCHPS34P LTV731 PR PAR 250HAL120 Bronze Housing Lamp 3sowmaximum, over wattage lampsmaybeused. Halo en Accent ,05 LTV31 d ComposfteHousi mm is e,umhua d Halogen ketforPAR38 Accent halogen re8ettu lamp. LTV732 WW wall 70MH120 15OMH120 70HP3120 Bronze Housing Wash 7OMH2O8 150MH2O8 70HPS208 7OMH240 15OMH240 70HPS240 H.I.D. Wall Wash /! 7OMH277 150MH277 70HPS277 70MH347 150MH347 70HPS347 LTV32 )' tt t} 100MH12D 17OMN120 100HPS120 Com siteHoust ... Po n Hydmrprmvd mfiectoraM 100MH208175MH208 100HPS208 100MH240175MH240 100HP5240 W.D. socke[(cr kmf.>ase Eo-t7 w 100MH777175MH277 100HPS277 Wall Wash HJo.lamp, 10DMH347 175MH347 100HPS347 15OMPS120 150HPS208 150HPS240 450HPS277 150HPS347 LTV733 WW Wall - 250HAL120 BronzeHousln g 3 Wash 250W maximum bwer wattage lamps may 6e used. Halogen Wall Wash S LTV33(st, Composite HouslrK w Hy nd Halogen a kec rpr Wall Wash T4 halogen mf nlamp '175 MH 120 TLme Volts --Lamp Type: MH = Metal Halide HPS = High Pressure Sodium HAL =Halogen lamp Watts 'HPS not available for Lamps byothers-seepages 48.49forlampguidc. NOTE: t EOUIVALENT SELECTIONS MAY BE USED. RNAL SELECTIONS WK-L BE PROVIDED WITH RNAL ENCaINEERINC PLANS. I ALL SITE FURNITURE, UGHT1NG FDMRES AND POLES SHALL BE PAINTED BLACK. Options (Saeplges 2A..25) TRIO Trim Pin for flush moon Ing In concrete, bms3. GM30 Grout Mask for _ fixture _'Pon during co ncrete e car. vanrzcd • P gaI steel. TRIO Trim Ring Included. Colored Lens Repixe mandard clear tens. RT 0 3 Rose AM30 Amber be, RD30 Red BF30 81ue GR30 Green Hex Cell Louver" HL30 119 Installs behind main tens. (seepage 25y Prismatic Lens' S 77-7-77 PL30 Installs b him Ke d ,t main lens. _,:smw(See page 25) Spread Lens` SL30 nsta s behind (Seepage 25) 'hatforu Wth1M2/LTV32w L1V733 /LTV33 optical sy%— ' Not for ase with PL30 or SI30 lenses. 'Not fbruse wNt HL30 buvec zl 3I 3 I m I ~ W ca z � p U � U ca W h \ o 0 o a o 0 0 Z W Z W Z W Z W Z W � z o U O U o U O U O U O y W W W W W W W W W W 0 o O o O L, 0 L 0 0 0 0 W W W W W z a z z z 0 0 0 0 0 o o W 0 0 \ \ \ p x� a x N n d N G E 0 LL J IiL G J iC t0 n d � sIm Q fli k W T � H m Li 171 n C r T L MO Q Q V O Z LLft X J o Z" Z I-il C) _ O �� W Lj LL 0 V W � o U Wendell J. Stafford #LA0001222 R Q 0 9 x PT STA. 32+OELaL ..... . . . . . . . PI .................. ... . . . 7 STA. 134+96, l/Wl Ile 100, PC STA. 27+83,08 RETENTION AREA 0 FUTURE CONSTRUCTION STREET "a BY ORANGE COUNTY ENTRANCE Ai &MASONRY WALL (TYP.) GOB' &MASONRY POT STA. 25+00.00 WALL (".) ....... . . CY AVE. . . . . . . . . ... 6 CONCRETE 6 CONCRETE SIDEWALK (TYP.) SIDEWALK (TYP.) MEDIAN O'YP.) . . . ............................. . STORM STORM DRAINAGE (TYP.) HARRIS DRAINAGE T.......... (TYP.) 'l/ ... .................. ....... �� ;_ ............... . ......... ..... A MEDIAN OW.) /\ / i - _ jam,, _ ';` ' � � . • • � or A F ........... O� 70 OF 0 A o(A K 00; 7) 11K, I ce iel r-MOT070 0 (24' li (ROW VARIES) 6! MASONRY WALL ".) rom its MEN I EMPORARY RIGHT TURN LANE CONCRETE SIDEWALK (TYP.) —STREET "G' ENTRANCE 0 STUB -OUT ROAD r--,** . ......... 95 EXISTING CLARCONA-OCOEE ROAD Q m 3 m SCALE: l" 100'-0' LLJ PT STA, >32+08.21 Z ca >_ °'oz om CZ STA.S La 134+96.7 do" LLJ Q CL cz cm PC STA, 27+83.08 :1 M_ Lj Qc LJ Q_ Ll_ Ll_ Ll IETENTION C115- AREA �_2 �_2 �_2 STREET ENTRANCE n'11:211 CO —- POT STA, 25+00.00 67 MASONRY cu WALL (TYP.) IS o TEMPORARY LEFT TURN LANE FUTURE LEFT TURN ;Rw LANE yp.) ;6 c co ao ai SCONCRETE via 4 ? SIDEWALK (TYP.) 4) IL ul x c 4 44 C E L6 10 - - ------ -----_-_ HARRIS AVE. ............. r STORM ........................ DRAINAGE mr, L oyp.) VE x e titi � W � o SIDEETE U-i 0 WALK (TYP.) ZE _--j LLJ NOTEO Z ROADWAY ALIGNMENT DEPICTED ON THIS SHEET IS pcx. BASED OFF CONSTRUCTION DOCUMENTS FOR CLARCONi OCOEE ROAD PREPARED BY INWOOD CONSULTING w ENGINEERS, INC. PLEASE REFER TO THE ROADWAY NETWORK Uj AGREEMENT BETWEEN DEVELOPER AND ORANGE COUNTY (::) an FOR ADDITIONAL INFORMATION. (j uj O STREET 'A" ENTRANCE RIGHT-IN/RIGHT-OUT O O 5'CONCRETE SIDEWALK (TYP.) U LL_ ac TEMPORARY ACCESS ROAD c CTARCONA-COTE R0_ -AD REALIGNMENT`� INITIAL EUILDOUT 46� N SCALE: 1" - 100'-0" ai John P. Smith #63423 . ......... . .. - - --------------- - -- ------- -- SHEET I OF 2 IN PART REPLA TTIAIG A PORTION OF WEST ORANGE PUBLIC RECORDS OF ORANGE C( SECTION 5, TOWNSHIP 22 SOUTH, RAP E PINES -PARfcSECnoN, PcRrs00KA4; PAGE 1 PARK - FAS7'SECTION, PCAT Bc70KM, PAGE 4 6ROVES&*CTIpN,P4A7'800KM PA(;E' )UN TY, FL ORIDA, AIVD A POR TION OF GE 2$ EAST, ORANGE COUNTY, FLORIDA LEGAL DESCRIPTION A ,portion of Section 5, Township .22 South, Range 28 East, Orange County, Florlda, and a Replat of portion of west Orange Park, according to the Plat thereat rift as recorde Plat Book , Pages 1, 4 and 5 of the Public Records of Orange County, Florida, being ;;rare particularly described as follows: Commence at fire South 114 corner of'said Section 5; thence run N 00'033'4 "E, along the North -South center section lime of said Section 5, a distance of 1417 4 feet to the ,Southwest corner of the Northwest 114 of the Southeast 114 of said Section 5; thence run N 00'1 "45 "" E, along the West lure ofsaid Vest Orange ,Park, a distance of 541. 00 feet to the POINT OFBEGINNING; thence continue to run 1V 00015'45" E, along the West lure a distance of 87',1. feet; thence run NO2"4738" E, along said West line a distance of 1381.02 feet try the North line of said West Orange Park thence ran S � "00' 8" E, alongsaid North line, a distance of 1323.24 feet; thence run ' 87'0 '32" E", along .said North line, a distance of ,1328.25 feet, thence departing said North line, run '1201'423" Wt a distance of 106.50 feet; thence run S 73c28'15" W, a distance of 448. 75 feet; thence rule 02 Q 19'19'" a distance of 18'0. T8' feet; thence run 88 °05'37" E, a rst`ance of 125.05 feet; thence tun 02"11'03 "" a dlstanca of 104.00 feet; thence rule 88 "05'44 " W, a distance of 150.17 fee t; thence run 02"14'5$" a dl eta �'f 1.' 4. 01 feet; thence i un ' 8 "0 `39" , a distance of 200 8g feet; thence run 02'"1 ' 1'2 "' W, a dl`,stance of258.01 feet'; thence n 8800544" E, a distance of50.35 feet; thence run S 02'14"23' , a distance of 104.00 feet; thence run N 88'05'44►' a distance of 75 40 feet; thence run02 * 14''23" W,a distance of.2 '. 00 feet thence run ., S$ °' 0544 "' , a distance of 11. 04 feet; thence run 00' 10'05 "' a distance of 943.27 feet, thence run /V 80 08'55'� W,a distance of 16r8.44 feet; thence run N004'11'55" E, a distance of2t .02 feet; thence run N S °88'5'5'� , a distance of498.87 feet; thence run 00"1722 "' W, a distance of 4t -44 feet, thence rut? S 59°4757"' , a distance of 550. 00 feet; .thence run 00'17"22" W, a distance of 2 ' .00 feet to a point on the North' right of way lure of larcona�-Ocoee Road; thence run 8904757" E , along said North right` of way line, a distance of 100. 00 feet, thence departing said North right of way line, run /V 0 `� 1 722" E, a distance of 516. 00 feet; thence run 89047 57" a distance of 665.82 .feet' to the POINT OF BEGINNING. . L ess and except Lots 26 and 27 Block 2, L ots 1 & Z, 810 0,91 � ofs 28 & 9, Block, .22, Lots 47 & 48, Block 28 and Park Lying; North of Block C�, .all being in said WestOrange Park. j Containing 110, 56 acres, more car less. I IVO TE.'S h fi ?. T e bearings s awn er-earl are as crpt�n a ass ins n t Cr opt 19a 114 of ,S'cc"tian ,-?2'- 2s, hav pg an 47m trued bearh7g of l 00" '3Z" E, 2. Pursuant to Section 177.101, Florid Statutes (2ti02), the adoption of this Plat autonv6cally and simultaneously vacates and annuls the portfon of the prior Plat encompassed by this Plat, including but not limited to any dedications made to Orange County or the Public by the prior Flat 3. There is a line--af--sight easement dedicated to Orange County over all of Tract G. (L. a S E.) 4. The shaded portions within Tht t 8 shown on Sheat' 2 of Z indicateor&t� Cou* Fee Simple Ownership at the shire of the recording cif this Plat. . Tract ",15", C/Rrc0,q&•-0CQea R0R,4, W t-,0f.ayris �tt`ad Itemon ptlrsuatrt'to f 't certopt �'R"dway *6"kAgr nt' b NOTICE THIS PLAT, AS RECORDED IN 1TS GRAPHIC FORM, is THE OFFICIAL DEPICTION OF THE SUBDIVIDED LANDS DE'SCRISED HEREIN AND WILL IN NO t{IR'CLIWTANCE,S BE SUPPLANTED IN AUTHORITY BYE NY 07HER GRAPHIC OR DIGITAL FORM OF THE PLA T THERE MA Y BE ADDITIONAL RESTRICTIONS THA T ARE NOT RECORDED ON THIS PLA T• THA T MA Y BE FOUND IN THE P'UBi, fC RECOROS OF THIS COUN TY. y crd rrfrr�rrrrmr,,rrrets JO �l1IfBR COSENT DEDIA `IO 11f M,?y 2, Mtn, i r-r* r-1L 1 M S" R rSTA TE• ROAD A DELTA R RADIUS L LENGTH CB CHORD BEARING � -6 PARCEL, fVLlr1 8ER Pam"-0XPAR0JrT 6 0,R.B, O FICIAt. RECORDS BOOK PRM PERMANENT REFERENCE MONUMENT P.S M. PROFESSIONAL SURVE'r'ORAND MAPPER LB kICE'Na4FD SURVEYING BUSINESS P NO NUMBER - �- DESIGNATES PEf?MAult*N T REFERE'MCE A9C7Ntlrtrt,FNT BEING A 4'�< 4" CONCRETE A40NUMEN 7- WITH BRASS DiSlf STAMPED "PRM LS #719;1` L.0,5e- I WE OF Sl04T EA 5EMCArr 'ARTLEY SURVEWNG, INC 283 TIGER L IL. Y COURT AL TAA40NTE ,SPRINGS, FL 32714 407-383-6978 407 788•-9415 (FAX) t' B # 197 The undersigned hai*eby certifies that it is the holder of a mortgL lion or ether encumbrance upon the above described props and .that the undersigned hereby joins in and consents to dedication of the lands described above by the owner their acid agrees that it's mortgage., lien, or other encumbrartcies, whirr recorded in Official Records Book 7700, Page 190, of the Ply Records of Orange County, Florida, shall be subordinated to above dedication. •1 is ,Signed, sealed and delivered in the presence of. I PEOPLES FIRST COMMUNITY BANK, A FLOR A COR RAl7j1C? slg r ti. y BY" t.' .....N RMAN P. MOMPS017, . R. Printed narne CITY Pf�ts8lt��IV�. JCJG71l�-4'; r Printed name STATE OFFLt RIDA COUNTY OF SEMINOL E THIS IS TO CERTIFY, that orFA4,1Y , before rile, an officer defy outhorrzed to take acknowledg'rrtertts in the ,State and County aforesaid, pers'onaliy appeared Norman P. Thompson, Jr., City President of the above ;tamed Corporation, incorporated under the laws of the ,State of Florida, personally known to me as the individual and offlicer described in and who executed the forogcing instrument and severally acknowledged the execafton thereof to be his Mee act and deed as such ;officer themunto drily authorized; thhat the offidai seai of said ctir oration is duly afllxed fheeey; "arid who did not take oaths. IN - WITNESS WHEREOF, I have hereunto set my hand and seal ore the above date. a• • 4 NNW N6Mry Public Mom M fd it 0029 Printed Narrre of ca aryr: � My Commission Expires { NOT TO SCALE VICINITY MAP SITE r CLARCONA-OCOEE RCAb KIVO6rU'ALL MEN SY 7"HESE PRESENT , that Orange County Florida is the owner in fee simple of those portions of Tract B shown hereon, being Parr.,al Numbers 105f, 1085, 1086, and 1273 - 1279 inclusive, and that Orange County, Flodde hereby dedicates the Iambs described above for the uses and purposes therein expressed. IN FITNESS WHEREOF, has caused these presents to be soned,and altestod to by thh9e officers named b9iow and its seal axed hereto on 2005, PLA T wo PACE qZJ OC EE PINES DEDICATION KNO ALL MEN BY THES'EPRES NTS, Mat Ocoee Golf L.L.C. being the owmr irr roe sirxrple Of the lands desaybed in the foregoing captlr n 10 this plat, hereby dedicates said lands and,olat for the uses and purposes Merein expressed 4er- �7,� A� �#�a�ep�rat�str�'��,rtd�ert�sauv�ti�,►+�rt,�r�1V� .. E srVW7-ref 6fa#w erpeewluseafbe"ic.1-4k /ss ots*y7vct cfedicaled in €ee simple to Drrrnge County, Pier ds without any restrictions whatsoev upon Orange County, Florida. County ownetship of these Tracts and any improvements thereon vests Ripon sire approval Of this plat by the Board ofGo"nty Commissioners of Grange County, Florida, Recording of this Plat shall act as conveyance to the County and no further instrument shall be nacessary to sled The simple in the County as afore mengoned IN WITNESS WHEREOP, has cacrsed these presents to be signed and atteskd to by the officer's earned below arrd its seal affixed hereto on Ocoee Golf, L.L.C., a Florida Limited Liability Comp arty Deborah Hagen Manager Signed and sealed in the presence of Putted name Printed name " STA TE OF FL ORIDA COUNTY OF S'EMINOLE THIS IS TO CERTIFY, that on 1���1`,r���c L, bafary rite, an officer duiy authorized to take acknowledgments is the State and County aforesaid, persc nalry appeared Deborah 0. Hagen, M.erlargerofthe above named Clothed Liabr7ity C parry,, r'rrcerp0ra(0d under 1h& laws of irforida descdbed in and who executed the foregoing dedication -?rid severally ackn0W,6edg,,d the execution thereof to be tier tree act and deed as such officer thereunto doly authorLod • that tho offrciai seal cif said Company is axed hereto- and that said dedication is the act € nd deed of said Coy p2v. IN WITNESS WHEREOF, 1 have ,hereunto set try hand and seal on the above slate. Notary Publrc .a ?' L. +SA�1�r x r "¢ �,�• q . N 'd Parried lttame og�ff Notary: R My Commission Expires: $l3lvr NOT.4RYSEA L} QUA LIFfOATION CIFSURVEYORA1VD MAPPER KNOWALL MEN B'Y THESE PRES,ENT.S, That the Undersigned, being a Professfonel Surveyor and Mapper prepared the foregoing plat who wesoude under my direction and srupervislvn. This Plat Mmplies With all of the survey requirements of Chapter 177, Florida Statutes, and that said laird is located in Oravge .County Dated., Signed - Registration .` Registration No.:5716 ,Jeff fey N8,rtley Surveying, Inc. - LB #7197 83 Ti per Lily court Altamonte S,urIng's, Florida 32714 (407) 383-69 8 CERTIFICATE OF REVIEW BYCOUIVTYSURVEYr R This Plat has been reviewed for conformity to Chapter 177 Florida Statutes. 91 County Surveyor's ,Signature bate OERTIFIC`ATE OFAPPROVAL Examined B YZ0NlO DIRECTOR and Approved zoning Diractor- 4 -0 Bate CERTIF1 —.r-01FAPPRO� APPROVAL a Examined 8 t1 NG11�JE2 ed Appr •+&Yt urrly rrgrtreer Date .� . O ERTIF/LATE OFAPPROVAL BY THE BOARD OF COUNTY C Ii�MI r lONERB THIS IS TO CERTIFY, That on the foregoing plat was approved by Boar of County missic hers of Orange County, Florida. 1n Clerk of -the Board of County omrrrissf 1' � CERTIFICATE OF COUNTY COMPTROLLER I HEREB Y CER TIF'Y, That I have examined the foregoing plat and fait" that it complies in form with all of the require eats of Chapter I77, F'lodda ,Statues and was filed fo,, recot-d 017 -T._- File No, County ' �f'tfn ry J='tib c h�,R,t"S"T i in anct for Orange County, Fk2dc tt»tepfA itreofMotaiy^ z ' PfnledName ofWary_ .�•:" wo *vssion Expires: f a My'Carrrmission Expires: 10/1?1,4042 By: _ f kS F. -dr ■ �,.. �' ''• tt * *'� a ' * it JOINDER AND CONSENT TO DEDICATION The undersigned hereby certifies that it is the holder ref a mortgage, lion or other encumbrance upon the above described property, and that the undersigned hereby joins in and oonsents to the dedication of the lands described above by the owrrer thereof and agues diet its rtmoilgager lien, terother ancumhrances, which is recorded in Official Records Book 7700, Page 225, of the Public Records of Orange County, Florida, shall be subordinated to the above dedication. Signed, sealed and delivered in the presence of:• MARONDA HOMES, INC. OF FLORIDA, A FLMi>A CORPORATION .Sigma e Prrirtedd name 6NE NT ! Sid attire Printed frame b STATE CIF FLORIDA COUNTY OF.St=MINOLE THIS IS TO CERTIFY, that on 4V.._-1,,r4 + -'� --- before me, an officer duly authorized to take acknowledgments in the State and County .aforesaid, personally appeared Wayne von O:reare, President of the above named Cc rporation, incorporated under the lows of the State of Florida, pemnafly known to rite as the indivicf6al and officer described in and who executed the foregoing instrument and sevarallyr acknowledged the execution thereof to be his free act and deed as such officer thereunto drily autharized; that the official seal ofsaidlco passion is duly affixed thereto; and who .did not take oaths. IN WITNESS WHEREOF, I have hereunto set my hand and seal on the abov6 ;hate. Signature Richard T Crotty Printed na e County Mayor ,Signatureee : �'. ••' r Pt rated name Board of County STATE OF FLORIDA RIDA Ceti missionet COUNTY OF ORANGE MIS IS TO CtR71rY, that on 0 before rare, an officer ;idly authcyrrzed to take acknowl dg eras in the Stale and Cc afV. , aforesaid. personally aopeaied Richard 7: Crotty arrrl15; w" respectively County Mayor and Clerk of the Boaid of County Cninmissioners of Orange County, a political suMvisr'ori of the State of Florida, to rite known to be the individuals and officers described in and who executed the foregoing instrument and severally ackrtowWged the execution thereof to be their free act and need as such orders thereunto duly authorized; that the .official seal of safd Orange County is duly affixed thereto,- and that said exectution is the act and deed of said Orange County. fl)f WITNESS WH REOF, I have hereunto set my hand and seal n the above crate, r SHEET2 OF 2 (JCC1 EE PINES' - PA K ECT'InN, PLAT SOQif—M-, PAGE I IN PA R T REPLA TTING A PORTION OF WEST ORANGE PARK - ��o E C TION, PECTION, PLA T BOOK M PAGE 5 PUBLIC RECORDS C?F ORANGE COUNTY, FLORIDA, ANC? A PORTION OF it OR-rH 114 CORNER LtJ :>L:Lr/1Lj1vo, I L/vv1vor11L./u I r7� M/i1VL.7C:',,Z0C/i0 I y UMoo'-A1VL7C: L-eVLo/1V1 rj rL.UMIUl-i SECTION5-2228 FOUND 5"k5'C0NCREtrF. MONUMENTS DOK J WiG. RLS.'f5'55 t a6R77F)ED CORNER N85136115p Pv RWOPD mm7z N47RTHEA,5TOORNER —2664.8,3e .5&TXW 5-22-28 P;aUNV 5wx $' CONCRETE' MONUMENT- MONWDER CER 77F)FO CORNER RECORD #656n NORTH 4 INE OF NOT PLATTED WEST ORANGE PARK TRACT ' !A2: ES TO, RA I VO, G 'rP. 4 IL f�g NO r PLA TTE.0 3 1323 24' OFFICIAL RECopDq,600XWj6' PAGE M�,j LOrS26&27 L 2'8 S8700232NF 1 479.% Q Z?l JVW CONIVER, &W W SECVON 5-2228 FOUND NAIL & DISK LH #6097 C.F1R77F150 CORNER RECORD #66539 1'j5mm . w 264.74' PLAT BOOK 66 PAGE 95 GRAPHIC SCALE 900 r; a err Opp (IN FEET) frwh z 200 it L21 - NOT INCH. L27"--- PARK NORTH N OFLOT 6 NOT INCLUDED L 16 Lit PPO C2 49 s l ' SEE DETAIL s 021,19,191" 6E40WFOR TRACTG Foc E. N e01331W w 4,719' 25'X'R'(�,H T-O�L WA Y PER PLATOCW,�FS 0 L20 T 1;MjVGE ARK FLITWE 8 02'.1 TW� W PLA r &0QKJX PAGE. L 19--- PC PEVEWPWNT 2 LINE TABLE --N CURVE TABLE LOTS 1 &.2 T-A L I N W3047"E .50-00' L17 S 73�29'13- W 5000, 71 1528. 65' R 1554,6r SLOCK 9 J-1• L2 N 00'01722"E 1"31' L18 N B94757ff W .jJ A 09"204iff A =20"07V411 171.0- NOTINCLUDED �%a ?. ;�� W:' cs L3 N0001722"e 14,t45' 419 S 73�29'�X' W 50,00' :z 1�) L 24A 3 5' -4 74A W' L 627,66' i- L4 S88110514411C 1,78,571 L20 S 16 '304 7" LF 90-00, Q) CB S 45,58 25" W CS = N 4 1 000V811 E L5 S 88`05'44� E 164-55' L21 S 87"1222- 6 25,00� Liu PER 0. R. B. 7041 PC. 4134 8 4,02 6 1�'t2 R IV- 45, R 1.554-6?" L6 AfO2"00'17"E 50.00' 422 N 8700015r W 52.50' Q) ce C) , A 19"02'66" A 04,10,33, TRACT C 258,04.1 T �06) FUTURE OssLopmeNr DRAINAGFWEMEEWT L 649;ri6' L 113,31' �7 S73029'13" W 65,75' 1-23 s o3 o25,24 n W 104,19D, s 48*44 E L8 N73"29'13"F 50-00' L24 N 87�0056� W PFR D.R.Q. 7193 F0, I M C8 = S 38'58'08' W CD = N 62'16"02" F 51,40' 5 Lq N 87D00158M W 50-3. u 375,431 L25 So -Z�4;9102- W 104.00, R = 1528.857 R = 1434.67' : .. I/ I L10 IV02"59'02"E 50. 00' L26 N 02'1X46p E 17,661 'T TA NC i�� -4 - '�E'5 lap A = 07"30W A = 0 1206 23" >1 LOTS Ar 2,9 @C7 L 14 2�'� W, 200.19' L 26-54' L11 N87"OOM"W 33688' L27 N 7376115� E sa j54, S 88`0544'fjE BLOCK22 CB=S33'11W5"W CB N 5142549m E iL 12 At 1603047"W 131.67 L28 S 574=32'E 50, 70' NOT INCWDED r i R = 1434.67' 1-1,3 N 88"04'02"W 50. 00' S 02" 14 23W w Ax; 3 1'2457" L 14 N00of722"E 104.00' 4n;w.", S 0201423" L = 796.64' 104X0'• L15 6 732973" W 135,40' 104, 00. '5 ca =N451109'09"r , t 16 N87000'58"W 285.46' SOUTH LINE, NA{ f14,SH 114 SW TION 6�2Z20 EAST 114 CORNER LEGEND 68*1016w.* w SEC WAI X22-28 N 88 P0544 . iqjb'0 FOUND 1"IRON PJPF IV6kTH DNS, SW 1, w. SE 114 SECTION 5-22-28 S 88"0544" E Le L4 IN WE4 t BOX SR. 8 7A' TE ROAD Pr POINT OF TANGENCY S00017'22F W 50,0,0' TRACT 5 86 00544 ff E CERTfFIED CORNER I � A 9 A DEL TA POC POINT ON CURVE RE CORD #66240 11, 04" t 4�0 -4 R P.ADIUS PRM PERMANENT REFERENCE MONUMEArT L LENGTH FS.M. PROFESSIONAL SURVEYOR AND MAPPER -Iz ci "Q %11 FUTURE DEVELOPMENT CIS CB CHORD BEARING L8 LICENSED SURVEYING BUSINESS D76 PARCEL NUMBER NO. NUMBER LOTS47&46 60, OD I-- w Ike 43 BLOCK2.6 L I PER ORDER OF TAKING DESIGNA 7'ES PERAM AfEW"REFERENCE MONUMENT 0,R8. OPFICIAL Rj5COPDS BOOK BEING A 4 'x' 4" CONCRETE MONUMENT WITH BRASS DISKS TAMPED "PRM LB #7197" PC POINT OF CURVATURE IIS4 7'RA C T C L,0,8,E. LINE OFSIGHrEASEMENT FYWRE DEVELOPMENT L 13 N 88 04'02 W I ku N w PT 8'Fl-ORIDA POWER o CORPORATION �AS�MENT N 88 '04'02- W PER O-R. B- 24a3, PA GF.77 N8,90855W 498,87 POINT OF sou'rHPARK IN BEGINNING RiGHTOF Y S 69 "4757" W 68, 82 r K TRACTE -N N�LZ" W WE5 T CR4NCE PARK -FA NX SEC VON.: FUTURE FLA7800KM,. PACE f VEVELOPMENT N 89"08'55" W 'F1 OR10A POWER 166-44 CORPORAWN FASEWN T PL cR O.R-8, 1836, PAGE aW IL S 89047!T7'0 W 550-001 NOT PLATTED A VACADO STREET 'k 10 PI-Ar BOOK Y, PAGE I `S s -z S OOW72" W 2,5.9. 00' WESSTuRANGE AARK 25-0'jR1GHT-0FWAY,0,FR Z Z PARKSECMN PLArOF WSSTORANGG PARK -RAC7-D PLATSOOKA4, PAGJr' I PLA r BOOK U, PAGE 4 ol I,. swCORNER 75.0AT SOV7HEASr CORNER NW 114, SE 114 NE 114, SE 114 $,5CTIOM 5-22-2B SEarfON 5-Z?-26 FOUND RA If. ROAD SPJKE CLARCONA-OCdEE ROAD NORTH Tk4c' S 6904757" W 5 PLATOFAMSFRR1004F - OF RJGHT--WA Y A100,00, MATWOK29,PAOF86 VNE —'-'0UTHEA8TGGRN15R POINT OF SZCWN 5-22-28 FOUN40 4 "x 4" CONCRETE MONLIMEN T - NO NVMgE-R SOUTH 114 CORNER SECTION.5-22-24 2685-07 C6R TIFOED CORNZA FOUND NAIL 4% RECORD #66246 01SK - L's 92003 CERTIFIEGCORNER RECORD #66241 DETAIL - TRACT G I f f E48TR/W LINE SCALE, 1"= 100' '35. ! cop S 02* 14 2.3" IN CLARCONA-OCOHFROAL� I f I NON-RADL4L 317.-w, N 73&28#15"E 32" E S 8745*374 E 4360' S 87"02 34.70, 107 1 R-4 .83' S 02 "4756'y E jd= '4 1 C-r G 61-60' CB=S 45"5825" W ?'RA C T 8 028 '1 VV j OW 7'-OF- WA Y pF N FM r Or WESTORAIVOEPA PK rS C'OK M, PA GE 4 XR NOTLINE OF THE .. .. ....... . R-tHEAVr 14 Oiz 7-BOOK9 PAGE 4 I SEDTION 5•22-25 HARTLEY SURVEYING, INC 283 TIGER L X Y Cf.OUR T A I- TA MON TE SPRINGS, FL 32714 4D7-383-6978 407768-9415(FAX) L6 #7197 NOTICE THIS PLAT, AS RECORDED IN ITS GRAPHIC FORM, IS THE OFFICYA L DEPICTION~! OF THE SUBDIVIDED LANDS DESCRIBED HEREIN AND WILL IN NO CIRCUMS 7ANCES BE SUPPLANTED IN AUTHORITY 6Y ANY OTHER GRAPHIC OR DIGITAL FORM OF rHE PLA7' THERE MAYSEADDITIONAL RESTRICTIONS THA TARE NOT RECORDED ON 7-HJS PLA T THA TMAY 196 FOUND IN THE PUBLIC RECORDS OF THIS COUNTY. ITEM NUMBER IV. C. Thornebrooke Relief Elementary School Special Exception Mayor S. Scott Vandergrift City Manager Robert Frank -___fI-__ . STAFF REPORT TO: Planning & Zoni Commission _M7 FROM: Michael Rumer, Principal Planner THROUGH: Russ Wagner, AICP, Community Development Director DATE: May 01, 2007 Commissioners Gary Hood, District 1 Scott Anderson, District 2 Rusty Johnson, District 3 Joel F. Keller, District 4 RE: Thornebrooke Relief Elementary School — Special Exception Project # 02-07-SE-010 ISSUE: Should the Planning & Zoning Commission recommend approval of the Special Exception for Thornebrooke Relief Elementary School? BACKGROUND: The proposed Thornebrooke Relief Elementary School is located on the east terminus of Tomyn Boulevard, north of the Cross Creek Subdivision, and west of the Florida Turnpike. The subject property is approximately 13.51 acres in size, zoned C-3 (General Commercial), and is currently vacant. The table below references the future land uses, zoning classifications and existing land uses of the surrounding parcels: Direction Future Land Use Zoning Classification Existing Land Use North Commercial General Commercial (C- 2 Wesmere Offices East N/A N/A Florida Turnpike South Conservation / Flood Plane Multiple -Family Dwelling R-3 City of Ocoee Water Treatment Plant Weitj High Density Multiple -Family Dwelling R-3 The Villages of Wesmere Townhomes The property was purchased by the Orange County School Board in 2004 with the intentions of building a relief school. The school will be constructed as a two-story classroom building with play fields and paved parking and driveways DISCUSSION: The Land Development Code defines Special Exception as a use that would not be appropriate May 08, 2007 Planning and Zoning Commission Page 2 without restrictions throughout the zoning division or district. However, if controlled as to number, area, location or relation to the neighborhood, would promote the public health, safety, welfare, morals, order, comfort, convenience, appearance, prosperity or general welfare, such uses would be appropriate. (Emphasis added). In accordance with Section 4-8.B. (2) of the Land Development Code, the proposed use must be considered in relation to the compatibility with the surrounding land uses. As previously mentioned in the table above, the surrounding land uses are commercial to the north and multiple -family to the west with a water treatment plant to the south and the Florida Turnpike on the east side. A school use will generate less impacts then a commercial use. The school site will provide the surrounding residents the opportunity to use the recreational facilities and open space during non school hours. The school's exterior colors will consist of a beige and terra cotta color that is cohesive with the multiple -family development to the west. Additionally, the proposed use is not anticipated to: • Violate the health, safety, welfare, and/or convenience of those working or owning land in the vicinity of the proposed use or structure • Impair pedestrian or vehicular movement in adjoining streets so as to violate adopted level of service standards • Result in noise, odor, glare, vibration, or other similar characteristic which is detectable at the property line and which exceeds the level which will result from permitted uses • Prevent an adjoining landowner from the legal use of his property pursuant to the Land Development Code • Violate a requirement of limitation of any applicable state or federal law or regulation • Exceed the applicable density or bulk regulations except as specifically authorized, nor shall the use or structure result in overcrowding of land or buildings • Create a fire hazard DEVELOPMENT REVIEW COMMITTEE RECOMMENDATION: On May 1, 2007, the Development Review Committee (DRC) met to discuss the Special Exception for Thornebrooke Relief Elementary School. Jay Klima, the applicant, was present at the meeting. The DRC discussed the School Board working in good faith to develop a site plan that is cohesive with the City of Ocoee's Land Development Code with respect to landscaping, shielded lighting fixtures with light poles painted black, and fencing painted black. The DRC also discussed keeping the open areas of the campus open for public access and use during non school hours. The applicant stated that is should not be a problem since they have included these provisions in other schools located within the city. The DRC then tied the proposed improvements to the approval of the special exception for the applicant. The DRC recommended the Planning & Zoning Commission recommend approval of the special exception application for Thornebrooke Relief Elementary subject to the following conditions: May 08, 2007 Planning and Zoning Commission Page 3 A. The Orange County School Board (OCSB) will work in good faith to develop a site plan that is cohesive with the City of Ocoee's Land Development Code with respect to landscaping, shielded lighting fixtures with light poles painted black, and fencing painted black. B. The City of Ocoee staff will have the opportunity to review the construction plans for the site prior to commencement of construction and the School Board will consider all comments in good faith. C. The OCSB will provide any necessary utility easements to the City of Ocoee. D. The OCSB will enter into an agreement with the City of Ocoee for use of recreational facilities and open space by the City of Ocoee Parks and Recreation Department. E. The OCSB will work with the city on the transfer of ownership of the pond to the City if it is mutually beneficial to both parties. STAFF RECOMMENDATION: Based on the above analysis, the proposed use is not anticipated to be in conflict with the surrounding land uses. Staff recommends that the Planning and Zoning Commission recommend approval of the Special Exception for Thornebrooke Relief Elementary School subject to the DRC recommended list of conditions. Attachments: Location Map Future Land Use Map Zoning Map Site Plan Color Renderings Thornebrooke Relief Elementary School Special Exception Location Map COT N LAKE LILLY �C] LAKE PEARL I l0 R �O .9 U �N3 s�G m BONNET Thornebrooke Relief Elementary School Surrounding Future Land Use Map Ocoee Community Development Department I inch equals 726.171731 feet 230115 0 230 460 690 Feet XSubject Property Unincorporated Territory Ca and Other Municipalties Low Density Residential Medium Density Residential High Density Residential Commercial Light Industrial Heavy industrial Conservation/Floodplains Recreation and Open Space Public Facilities/institutional Lakes and Water Bodies . . � \� � � \� � / + � � }\� \ � }� � \� � \7 \� _ � � � d}k} � d d ± 7 \\� � ©2� \/S� }S� � � � � + � }7� , \\�/w�� POHI)�, \ \ \\ �\� �//0„�\ \yv \\ Ov vv 1 � � \ 9 XX191 \ Fr*A i \ a]Ass7 PARCEL V. \ �� 29-22-28-0000-00-t OR zoRRlc C-3 -I COMMERCIAL VSTRICT BUILD' Rc ttPL. // IYPE X-B SPPoM(LERfD\ 1f POND AR 92,912 W/SBB,999 9 (13.31 AC) Q16 // PROPERTv USC. J! PUBIL uAuu 5SCHOOLSCHOOL1u auIL9wc noCnr. (l � 1j P%ROP"N LAND USf PROPOSED SITE APEI SE AC R OF PARCEL 1 IMPERVIOUS TNT II fN11111C 9TE SET -1 ='LOtl S 2 '=2 TZ1 9 d fi GEOCATI, iC FFIIDLDCA IOG ([OGRE) PROVIDED 9;612 AC Ifi EET) (IN T£CT). AC S O1 PARCEL M. BOD 23 210 ERN-$ SI],99) ].30 3 MTN RWM 29 NPERNOUS 551 3.21 5 NEST EFOAT x 210 TOTAL PROPCRry FEEBS,A93 1.51 1W Il 9IATEIt SERoNQ -- II Gm - CITY OF OCOEE II WASIEW/.TER SERVICE J III OW OF OCOEE SS W 9TE II POR0 1 II Xrtvlsax9 9Y LuW� w< W o Wf�a HEa R a wro H F�� m F xzIs wz W W o xWa o z OoN I : 1 U U_ J a � m E'Eas2 RIM, z 0 U V1 s OD z CZ9 U On a w Z Ga 8 o COLOR SW 6114 BAC Lt NTI SW2MCLASSCALMII NT2 SW2811 ROOK�M1 DALUFGRFER AGCENTI 5VV2a4QHA—EPFCSlLaVl ACCENT2 RWOsG3 tkOOKVWX)DMIRAGOrIA lipeu NELD CoLoR S016a6' REUAKEMITS AC4 NTI SWWR9&ANDDOIAR FiELDCOLDR2 ONGOVI UTTERIYBEIGE ITEM NUMBER V. MISCELLANEOUS A. Project Status Update B. May 2007 Calendar ABC Fine Wines & Spirits 10835 W. Colonial Drive ABC Fine Wines & Spirits 10835 W. Colonial Drive ABC Fine Wines & Spirits 10835 W. Colonial Drive Advance Auto Parts 151 N. Clarke Building Plans 04/16/07 CA Building Plans 03/08/07 Building Plans 04/18/07 Road Building Plans 04/09/07 Advance Auto Small Scale Site Parts SS-2006-009 Plan 03/30/07 Preliminary Arden Park South LS-2006-008 Subdivision Plan 12/14/06 Amsouth Bank 270 Moore Road Building Plans 02/13/07 American Pie Pizza - 336 Moore Road Building Plan 03/08/07 Avis Rental/Sears Building Plans 01/16/07 Bank of America 10201 W. Colonial Drive Building Plans 03/20/07 Center State Bank 1575 Silver Star Road Building Plans 03/12/07 CFI 2801 Old Winter Garden Road Building Plans 02/27/07 BH BH RW BH AF RW RW RW ZATAA BH RW 4th New Retail Center APPROVED on 04/30/07. 2nd Monument & wall sign APPROVED on 03/14/07. 2nd Temporary Sign APPROVED on 04/19/07. 1 st New Commercial Building DENIED on 04/12/07. 2nd APPROVED 04/112/07. 1 st Staff comments sent to applicant 03/26/07. 1 st Monument & Wall Sign DENIED on 02/22/07. 1st Sign APPROVED 03/21/07. 1st Revisions to Wall Sign DENIED on 01/17/06. 1 st Interior Alterations/Lobby Remodel APPROVED on 03/30/07. 1 st Sign DENIED on 03/14/07. 1 st Electrical Revisions for Generator DENIED on 03/12/07. Current Project Status2.xls/Review 4/30/2007 1 of 11 Preliminary Chateau Reserve LS-2005-017 Subdivision Plan 03/28/07 AF 2nd PEC staff comments due 04/23/07. Citrus Medical/Siemian 1520 Citrus Medical Court Building Plans 03/07/07 RW 1st New Commercial Building/Interior DENIED on 03/21/07. Citrus Medical/Hettinger 1530 Citrus Medical Court Building Plans 03/07/07 RW 1st New Commercial Building/Interior DENIED on 03/21/07. Citrus Medical 3490 Old Winter Garden Road Building Plans 03/01/07 RW 1st Wall/Fence DENIED on 03/12/07. Citrus Medical and Executive Office Park LS-99-014 Plat 11/16/06 BH 8th Plat DENIED on 03/28/07. Citrus Oaks Office Utility & Lift Center SS-2003-003 Station Revisions 07/25/06 AF 2nd Staff comments sent to applicant 08/30/06. Citrus Oaks Office Revisions to Center SS-2003-003 SSSP 01 /17/07 AF 1 st Staff comments sent to applicant 02/05/07. Citrus Oaks Center 9440 W. Colonial Drive Building Plans 03/20/07 RW 1st Remove/Replace Air Handler APPROVED on 03/22/07. Clearwire Colocation 2705 Rew Circle Building Plans 04/23/07 RW 1st Slab/Cabinet/Antennas. Clearwire Colocation 499 W. Silver Star Road Building Plans 04/30/07 RW 1 st Add Slab, Cabinet & Antennas to Tower. Darren Center AX-08-06-30 Annexation 02/20/07 AF 2nd Staff comments sent to applicant 03/29/07. Current Project Status2.xls/Review 4/30/2007 2 of 11 Dobson's Woods & Small Scale Site Water, Inc. SS-2005-008 Plan 01/20/06 AF 2nd Staff comments sent to applicant 03/07/06. Eagle Creek of Ocoee RZ-05-08-06 Rezoning 08/24/06 AF 1 st Staff comments sent to applicant 11/13/06. PROJECT ON HOLD. East Crown Point Townhomes AX-05-09-26 Annexation 12/05/06 AF 4th Staff comments sent to applicant 01/19/07. Exclusive Homes 751 Silver Star Road Building Plans 02/02/07 RW 1 st Dock. Exclusive Homes, Inc. VR-06-01 Variance 12/13/06 MR 1 st Staff comments sent to applicant 01 /23/07. Fountains West/Publix 301 West Road Building Plans 04/16/07 AF 2nd New Commercial Building. Fountains West - Halvorsen/Retail A 307 West Road Building Plans 02/12/07 AF 1st New Commercial Shell Building DENIED on 03/14/07. Fountains West - Halvorsen/Retail C 295 West Road Building Plans 02/12/07 AF 1 st New Commercial Shell Building DENIED on 03/14/07 Preliminary / Fountains West - Final Site and Halvorsen LS-2006-009 Subdivision Plan 03/23/07 Freeman Preliminary Site Commerce Center LS-2006-006 Plan 11/14/06 Gadson Annexation / AX-06-06-28 & Annexation & Rezoning RZ-06-06-03 Rezoning 06/22/06 Glad Tidings Special Church 2-06-SE-008 Exception 02/07/07 AF 2nd Staff comments sent to applicant 04/25/07. AF 1 st Staff comments sent to applicant 12/20/06. Staff comments sent to applicant 08/09/06. Applicant pulled AF 1 st project. AF 4th Staff comments sent to applicant 03/06/07. Current Project Status2.xls/Review 4/30/2007 3 of 11 Good Homes Plaza 8983 W. Colonial Drive Good Homes Plaza/Once Upon a Child 8915 W. Colonial Building Plans 04/23/07 RW 1 st Wall Sign APPROVED on 04/23/07. Drive Building Plans 04/16/07 Small Scale Site Plan & Final Grace Community Certificate of Church SS-2005-009 Concurrency 08/30/06 Small Scale Site Groundtek SS-2005-004 Plan 03/29/06 GTE Federal Credit Union Building Plans 01/09/06 Guam Smoothies Building Plans 03/27/07 Rezoning & Small Scale RZ-06-09-06 Comp Plan Health Central SSCPA-11-04-06 Amendment 11/17/06 Ingram Trails 148 W. Silver Star AF 1 st Roof Mounted Mechanical Change Out APPROVED on 04/17/07. Staff comments sent to applicant 10/17/06. Applicant pulled AF 4th project. AF 3rd Staff comments sent to applicant 05/04/06. BH 1st New Commercial Bank DENIED on 01/11/07. RW 1 st Interior Alteration APPROVED on 03/30/07. AF 1 st Staff comments sent to applicant 01 /08/07 Road Building Plans 04/19/07 BH Final Subdivision Ingram Estates LS-2005-001 Plan 03/26/07 AF Ingram Trails 5824 Ingram Road Building Plans 04/05/07 BH Ingram Trails 5824 Ingram Road Building Plans 03/02/07 BH 1 st Lift Station. 4th Staff comments due 04/23/07. 2nd Fencing APPROVED on 04/12/07. 2nd Subdivision Wall APPROVED on 03/07/07. Current Project Status2.xls/Review 4/30/2007 4 of 11 Ingram Trails LS-2005-009 'Plat 09/18/06 Key Isle - Phase II Building Plans 04/03/07 Key Isle - Phase II LS-2005-015 Final Site Plan 08/29/06 Final Subdivision Lakewood Estates LS-2006-004 Plan 10/17/06 Maguire Groves/American Pie Pizza Co. 336 Moore Road Building Plans 03/30/07 Maguire Groves/American Pie Pizza Co. 336 Moore Road Building Plans 03/01/07 Maguire Road Self Storage SS-2002-009 FEMA 04/18/07 McCormick Woods 14 AF 2nd DENIED on 10/10/06. AF 4th All Apartment Buildings DENIED on 04/17/07. AF 3rd APPROVED at 03/21/07 pre -construction meeting. BH 4th Staff comments sent to applicant 12/27/06. AF 2nd Interior APPROVED on 04/09/07. RW 1 st Wall / fence. DENIED 03/22/07. AF 2nd Staff comments due 05/11/07. 647 Wooster Drive Building Plans 04/16/07 AF McCormick Woods 3519 McCormick Woods Drive Building Plans 04/17/07 BH McCully Lot Split Plat 04/27/07 RW AX-01-07-04 & Annexation & McCully RZ-07-01-04 Rezoning 01/09/07 MR Meadow Ridge Commercial Maguire Road, Bldg. D Building Plans 04/09/07 RW 1 st Cabana. 2nd Sales Trailer APPROVED on 04/17/07. 1 st Plat. Staff comments due 02/05/07. APPROVED. Going to 03/13/07 1 st P&Z. 1 st New Shell Building DENIED on 04/12/07. Current Project Status2.xls/Review 4/30/2007 5 of 11 Meadow Ridge Commercial Maguire Road, Bldg• B Building Plans 04/09/07 RW Meadow Ridge Plat 11/21/06 AF Meadow Ridge Final Subdivision Commercial LS-2006-007 Plan 04/19/07 AF MI Ranchito 148 W. Silver Star Road Building Plans 04/19/07 BH Mobil Station 11001 W. Colonial Drive Building Plans 03/20/07 RW Mobil Station 11001 W. Colonial Drive Building Plans 03/20/07 RW Mobil Station 11001 W. Colonial Drive Building Plans 03/20/07 RW Mobil Station 11001 W. Colonial Drive Building Plans 03/20/07 RW Milton Groves Plat 04/23/07 RW Oak Level Heights Annexation & Annexation AX-04-07-06 Rezoning 04/02/07 MR Large Scale Oak Trail Reserve Final Subdivision PUD LS-2007-010 Plan 03/28/07 AF 1st New Shell Building DENIED on 04/12/07. 3rd Plat DENIED on 12/14/06. Staff comments due 05/16/07. DRC held 05/01/07. P&Z 05/08/07 & 3rd CC 06/05/07. 1 st New Commercial Building DENIED on 04/25/07. 1 st Monument Sign APPROVED on 03/22/07. 1 st Wash N Run Sign APPROVED on 03/22/07. 1st On the Run Sign APPROVED on 03/22/07. 1 st Interior/Exterior Alterations APPROVED on 03/22/07. 1 st Replat of lot 78. 1 st Staff comments due 04/30/07. 1 st Staff comments sent to applicant 04/16/07. Current Project Status2.xls/Review 4/30/2007 6 of 11 Large Scale Oak Trail Reserve Preliminary PUD - FEMA LS-2005-012 Subdivision Plan 11/08/06 AF 1st Staff comments due 12/01/06. Small Scale Site Ocoee Car Wash SS-2006-010 Plan 12/11/06 AF 1st APPROVED at 03/07/07 City Commission Meeting with 3 waivers. Ocoee Commons 10576 West Colonial Drive Building Plans 04/24/07 AF 2nd Wall Sign for GameStop. Ocoee Professional Plaza LS-2005-002 Final Site Plan 10/30/06 AF 2nd Staff comments sent to applicant 12/06/06. Once Upon A Child Time/Good Homes Plaza 8915 West Colonial Drive Building Plans 04/09/07 RW 2nd Wall Sign APPROVED on 04/12/07. Plantation Grove/Hair Masters Building Plans 03/27/07 BH 2nd Wall Sign APPROVED on 03/28/07. Plantation Grove West Shopping Center 368 Moore Road Building Plans 04/03/07 RW 1 st Wall Sign APPROVED 04/03/07 Plantation Grove LS-2004-018 Cross Walk Area 11/13/06 AF 2nd Staff comments send to applicant 12/22/06. Plantation Grove Shopping/Super Slow Zone 284 Moore Road Building Plans 04/23/07 RW 1 st Interior Alterations. Plantation Grove Shopping Center III 320 Moore Road Building Plans 04/19/07 BH 1 st Wall Sin DENIED on 04/19/07. Current Project Status2.xls/Review 4/30/2007 7 of 11 Plantation Grove/China Lilly 360 Moore Road Plantation Grove Shopping Center III 286 Moore Road Prairie Lake Reserve Phase 1 LS-04-026 Prairie Lake Reserve 1601 Building Plans 04/16/07 Building Plans 04/13/07 Plat 04/17/07 North Clarke Road Building Plans 03/30/07 Revisions to Prairie Lake Final Subdivision Reserve PUD LS-2004-026 Plan 03/13/07 Prairie Lakes Tract Final Subdivision A LS-2006-001 Plan Prestige Gunite - Ocoee LS-2007-012 Final Site Plan 03/23/07 Regions Bank 252 Ocoee Apopka Road Wall Sign 03/26/07 Roberts Rise 598 Roberts Rise Drive Building Plans 04/17/07 Sandstone Office / Small Scale Site Warehouse SS-2005-010 Plan 11/06/06 Setaram Office Small Scale Site Property SS-2006-005 Plan 05/10/06 BH 1 st Interior Alterations APPROVED on 04/16/07. RW 1 st Interior Alterations. AF 2nd Plat DENIED on 04/30/07. BH 1 st Sales Trailer APPROVED 04/02/07. AF 1 st Staff comments sent to applicant 04/17/07. Staff comments sent to applicant 12/28/06. APPROVED at Pre -Con AF 4th 02/27/07. BH 1 st Staff comments due 04/20/07. BH 1 st Wall Sign APPROVED on 03/30/07. AF 1 st Entrance Sign Replacement. AF 6th APPROVED AF 1 st Staff comments sent to applicant 06/19/06. Current Project Status2.xls/Review 4/30/2007 8 of 11 Shoppes of Ocoee/Mattress Barn 10135 West Colonial Drive Wall Sign 03/26/07 BH 1 st Wall Sign APPROVED on 03/30/07. Shoppes of Ocoee/CiCi's Pizza 10151 W. Colonial Drive Building Plans 04/24/07 Shoppes of Ocoee 10135 W. Colonial Drive Building Plans 03/14/07 Silver Star Retail Large Scale Site Center LS-2006-003 Plan 04/27/07 Slone Landing (fka Foote Property) Plat 04/27/07 AX-01-07-05 & Annexation & Sonntag RZ-07-01-05 Rezoning 01/25/07 Starbucks at Small Scale Site Ocoee SS-2006-008 Plan 01/16/07 Steak n Shake LS-2005-004 Plat 03/26/07 Sunoco Gas Station 331 W. Silver Star Road Building Plans 04/18/07 Thornebrooke Special Relief Elementary 2-07-SE-010 Exception 04/03/07 AF 2nd Interior Alteration APPROVED on 04/24/07. BH 4th 2 Monument Signs DENIED on 03/14/07. AF 2nd Staff comments due 05/21/07. BH 3rd Plat. MR 1 st Staff comments sent to applicant 03/06/07. AF 3rd APPROVED BH 3rd APPROVED on 03/28/07. AF MR Small Scale Comp Plan Trout Lake Oaks CPA-08-22-06 Amendment 08/21/06 AF Special Tutor Time 1-07-SE-009 Exception 02/21/07 BH 4th Canopy APPROVED on 04/19/07. 1 st Staff comments due 04/30/07. DRC 05/01 /07. 1 st Staff comments sent to applicant 10/10/06. 2nd Staff comments sent to applicant 03/29/07. Current Project Status2.xls/Review 4/30/2007 9 of 11 Tutor Time Day Care 1025 S. Clarke Road Building Plans 04/03/07 Preliminary Villa Roma LS-2004-021 Subdivision Plan 04/25/07 Village Small Scale Site Marketplace SS-2005-012 Plan Revisions 03/27/07 Villages at Lake Large Scale Plan Bennet II LS-2005-010 Review 05/30/06 Vineyards 2500 Ocoee RW 1st New Commercial Building DENIED 04/10/07. AF 2nd Staff comments due 05/18/07. AF AF Apopka Road Building Plans 04/17/07 BH Wesmere Townhomes Building Plans 11/22/06 RW Modified Sheets Wesmere to Large Scale Property/Villages Final Subdivision of Wesmere LS-2005-006 Plan 04/03/07 BH West Colonial Parcel (Wailia) AX-0-08-25 Annexation 08/09/05 AF Revisions to West End Final Subdivision Professional Park LS-2007-011 Plan 03/15/07 AF West 50 Commercial Preliminary 1 Subdivision LS-2006-005 Final Subdivision 04/17/07 BH West Oaks Square 9444 W. Colonial Drive Building Plans 03/16/07 RW 2nd Staff comments due 04/13/07. 2nd Staff comments sent to applicant 07/07/06. 1 st Electrical for Subdivision Entrance APPROVED on 04/17/07. 1 st Subdivision Wall DENIED on 03/28/07. Staff comments due 04/18/07. APPROVED and sent to applicant 3rd 04/19/07. 1 st Staff comments sent to applicant 09/27/05. 1 st Staff comments due 0412/07. 3rd Going to 05/15/07 City Commission Meeting. 1 st Wall Sign APPROVED on 03/21 /07. Current Project Status2.xls/Review 4/30/2007 10 of 11 Mall/Stride Rite 9401 W. Colonial Drive #634 West Oaks Mall Chao Cajun 9401 W. Colonial Drive #248 West Orange Orthopedics Medical Office SS-2005-013 West RV & Boat Storage LS-2005-013 West RV & Boat Storage LS-2005-013 West Utilities Drainage and Easement VAC-06-008 Building Plans 04/23/07 RW Building Plans 04/04/07 RW Small Scale Site Plan 07/31 /06 AF Preliminary / Final Site Plan 03/07/06 AF Trip General & Distribution Report 06/26/06 AF Vacation 04/17/06 AF 1 st Mechanical -Roof -top Replacement APPROVED on 04/24/07. 1 st Roof Mounted Mechanical Revision APPROVED on 04/08/07 2nd Staff comments sent to applicant 09/01/06. 2nd Staff comments sent to applicant 04/20/06. 2nd Staff comments sent to applicant 7/17/06. 1 st Staff comments sent to applicant 05/18/06. Current Project Status2.xls/Review 4/30/2007 11 of 11 I Fr=1 Sun Mon Tue Wed Thu Fri Sat 1 2 3 4 5 City Commission Human Relations Meeting Diversity Board @ Commission Chambers a Commission Chambers 7:15 p.m. 7:00 p.m. 6 7 8 9 10 11 12 Ocoee School Planning and Zoning Meeting Advisory Board CAC() F 1> a Commission Chambers Oa Commission Chambers Oa Fire Station One 7:00 p.m. 7:00 p.m. 7:00 p.m. 5/15/07 Agenda Item Titles due to CC 5/15/07 Items Due to CC by 10 AM 5/15/07 Agenda Published 13 14 15 16 17 18 19 111nNter•',c Mir City Commission CommunitiMe►it District int1 Meeting Awards Review Bd. Commission @ Commission Chambers Oa Commission Chambers @ Commission Chambers 7:15 p.m. 7:30 p.m. 6:00 p.m. 20 21 22 23 24 25 26 Parks and Code 1?11lo►cEment CACOPD Merrtnrial Lai• Recreation eation Advisory Boat d Oa Commission Chambers Cet'Cn1o77ti' Board a, Commission Chambers 7:30 p.m. @ Commission Chambers 7:00 p.m. 7:00 p.m. Starke Lake Park 1 L_ 00 ant 6/5/07 Agenda Item Titles due to CC 27 28 Memorial Day 29 30 31 (' 00, Hall Closed 6/5/07 Items Due to 6/5/07 Agenda CC by 10 AM Published