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HomeMy WebLinkAbout04-13-2004 Agenda Packet-r r-.-_ , Mayor S. Scott Vandergrift Acting Citv Manager V. Eugene Williford, III PLANNING AND ZONING COMMISSION (LOCAL PLANNING AGENCY) AGENDA Tuesday, April 13, 2004 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 March 9, 2004 III. OLD BUSINESS None IV. NEW BUSINESS A. Poer Property Large Scale Comprehensive Plan Amendment B. Crestwood Commons (Tract C - Ocoee Commons) Preliminary Subdivision Plan C. Towns of Westyn Bay Final Subdivision Plan D. Adair Pointe Final Subdivision Plan V. MISCELLANEOUS A. Project Status Report B. April Calendar VI. ADJOURNMENT O:\P & ZWgendas\2004\April 13, 2004 P & Z Agenda.doc Commissioners Danny Howell, District 1 Scott Anderson, District 2 Rusty Johnson, District 3 Nancy J. Parker, District 4 7:00 PM (Public Hearing) (Public Hearing) 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. Citv of Ocoee • 150 N Lakeshore Drive • Ocoee, Florida 34761 phone: (407) 905-3100 • fax: (407) 656-8504 • www.ci.ocoee.-l.us THE MINUTES OF THE PLANNING AND ZONING COMMISSION REGULAR MEETING HELD TUESDAY, MARCH 9, 2004 AS LOCAL PLANNING AGENCY 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 -Chairman McKey, Members Campbell (arrived 7:1 S p.m.), Keller, Rhodus, Sills, and West. Also present were Community Development Director Wagner, Planning Manager Lewis, Principal Planner James, Assistant City Attorney Cookson, and Deputy City Clerk Brasher. ABSENT: Members Riffe, who was unexcused. CONSENT AGENDA The consent agenda consisted of approval of Item A: A. Minutes of the Planning and Zoning Commission Regular Meeting held on Tuesday, January 13, 2004. Member Keller, seconded by Vice -Chairman McKey, moved to accept the Consent Agenda as presented. Motion carried unanimously. NEW BUSINESS MAGUIRE ROAD PUMP STATION - ANNEXATION, INITIAL ZONING, PUBLIC USE PROJECT #AR-04-02-15 Principal Planner James presented the Staff Report for the proposed Annexation, Initial Zoning, and Public Use/Essential Services for the Maguire Road Pump Station. The 0.666- acre parcels located at 932 Maguire Road, just'/4 miles north of the intersection of Maguire and Moore -Roberson Roads on the west side of the roadway. The City of Ocoee as the property owner and the applicant wishes to build a reclaimed water booster pump station to enhance the use of reclaimed water. In addition to the pump station, the rear portion of the site will be used for a reuse water storage tank to be constructed in the future. The City of Ocoee, as the applicant, has requested an Ocoee initial zoning classification of "Professional Offices & Services". This initial zoning is consistent with the JPA Land Use Map designation and surrounding properties. Planning and Zoning Commission Regular Meeting March 9, 2004 The request annexation is not an enclave and such annexation would not result in an enclave being created. The subject property is located within the Ocoee -Orange County Joint Planning Area (JPA) and is being considered for annexation as outlined in the JPA Agreement. Based upon the projected impacts of the proposed office use and size of the parcel, Staff determined that the City should adequately provide a range of urban services to the subject property. The City's proposed use of the construction of a reclaimed water booster pump facility and the water storage tank in the future will not impose significant adverse impacts on the surrounding area. The development plans are subject to the same criteria as other private development under the Ocoee Land Development Code. The buildings facing Maguire Road would be brick and are designed to be compatible with the adjoining office complex to the south. On February 25, 2004, the Development Review Committee (DRC) met to determine if the proposed annexation and public use was consistent with the City's regulations and policies. Based on the analysis and subsequent discussions, the DRC recommended the annexation of the subject property with the proposed public use as a reclaimed booster pump station. Based on DRC recommendation and the analysis, Staff recommends that the Planning and Zoning Commission recommend approval of the annexation and initial zoning of P.S. "Professional Offices & Services" and the approval of the "essential use" (pump station & reuse water storage tank) under Subsection 5-7 of the Ocoee LDS for the City owned property at 932 Maguire Road. The public hearing for the Maguire Road Pump Station Annexation was opened Chairman Golden stated that all comments regarding the Maguire Road Pump Station would carry forward for each public hearing. Rex Heinecke, 810 Grovesmere Loop, stated he was concerned about the curb appeal for the area. Public Works Director Wheeler stated the building would match the surrounding offices and it would be heavily landscaped and the pump station will be low profile. Stephanie Chang representing PEC stated the storage tank would be rectangular in shape and approximately 12 — 14 feet in height. Public Works Director Wheeler stated that the City went through a lengthy process to purchase land for this site and a premium price was paid for the property. The public hearing for the Maguire Road Pump Station Annexation was closed Planning and Zoning Commission Regular Meeting March 9, 2004 Member Keller, seconded by Vice -Chairman McKey, moved that the Planning & Zoning Commission recommend approval of the Maguire Road Pump Station Annexation. Motion carried unanimously. The public hearing for the Maguire Pump Station Initial Zoning was opened. As no one wished to speak, the public hearing for the Maguire Road Station Initial Zoning was closed. Member Keller, seconded by Member Rhodus, moved that the Planning & Zoning Commission recommend approval of the Maguire Road Pump Station Initial Zoning to P.S. Motion carried unanimously. The public hearing for the Maguire Road Pump Station Public Use was opened. As no one wished to speak, the public hearingfor the Maguire Road Pump Station Public Use was closed. Member Keller, seconded by Vice -Chairman McKey, moved that the Planning & Zoning Commission recommend approval of the Maguire Road Pump Station Public Use. Motion carried unanimously. VILLAS AT WOODSMERE CONCEPTUAL PLAN — PROJECT #CP-01-01-04 Planning Manager Lewis presented the staff report for the Villa at Woodsmere Conceptual Plan. The Villas at Woodsmere townhouse development is located on the west side of Good Homes Road, just north of SR 50 and Good Homes Plaza. The property has a Professional Offices and Services Future Land Use designation in the Comprehensive Plan and is zoned P-S. The northern edge of the property abuts part of Rose Hill subdivision, in Orange County, the southern edge and western edges of the property abut the Good Homes Plaza shopping center and an existing retention pond. The proposed townhouse development which would consist of 64 townhouse lots is not consistent with the existing zoning of the subject property, however, Section 4-06(A)(4) of the Land Development Code provides a special procedure for approval of a Conceptual Plan for a proposed development within the SR 50 Special Overlay District that is inconsistent with the existing underlying zoning. This special procedure requires advertised public hearings with the Planning & Zoning Commission and the City Commission. Any approval of the Conceptual Plan will be subject to a Preliminary and Final Subdivision Plan acceptable to the City Commission and in compliance with the requirements of the Land Development Code. Planning and Zoning Commission Regular Meeting March 9, 2004 There is an existing 7' brick wall along the entire southern boundary of the site. The developer will construct a new 7' brick wall along the entire northern and western boundaries of the sire to buffer the townhouse development from the existing Rose Hill subdivision. Turn lanes on Good Homes Road will also be provided as determined by a traffic analysis approved by the City with the Preliminary Subdivision Plan. This will be a gated community with gates at the entrance from Good Homes Road. The Land Development Code requires a minimum living area of 1,200 square feet per unit for townhouses, which has been exceeded in this Conceptual Plan. The only wavier being requested is from the maximum cul-de-sac length of 800 feet, due to the unique constraints of limited access and the shape of the property. Staff supports this requested wavier. The Traffic Impact Analysis shown on the plan indicates that the impact of the proposed townhouse development is less than the impact that would have been generated by an office development on this property, thereby meeting the criteria set forth in the Code for a development that is inconsistent with the underlying zoning. The Development Review Committee (DRC) reviewed the proposed Conceptual Plan on February 25, 2004, and discussed a few remaining issues. It was agreed that all of the requested changes to the Plan would be made prior to the Planning & Zoning Commission hearing. It was also recommended that the Developer meet with the Rose Hill HOA proper to the public hearings. When the discussion was finished, the DRC voted to recommend approval of the Conceptual Plan, with the plan changes identified in written comments from Foley & Lardner and from Planning. All of the plan changes that were discussed at the DRC meeting have been made on the plans that were submitted for the public hearings. Based on the recommendation of the DRC, Staff recommends that the Planning & Zoning Commission recommend approval of the Conceptual Plan for the Villas at Woodsmere, as date stamped received by the City on March 4, 2004, including the proposed wavier regarding cul-de- sac length. The public hearing was opened. Applicant Jay Ballard stated he met with a HOA member and the HOA supports this project. John Tonnemauler, 8858 Hillsdale Drive asked what the buffer would consist of. Planning Manager Lewis stated there would be a 7' brick wall and landscaped to meet code which would include trees, groundcover and shrubs. Discussion ensued regarding traffic and school concerns. The public hearing was closed. 0 Planning and Zoning Commission Regular Meeting March 9, 2004 Member Campbell, seconded by Vice -Chairman McKey, moved that the Planning & Zoning Commission recommend approval of the Villas at Woodsmere Conceptual Plan, including the proposed wavier regarding cul-de-sac length. Motion carried unanimously. INGRAM ESTATES —ANNEXATION AND INITIAL ZONING —PROJECT #AX-03-12-13 Principal Planner James presented the staff report for Ingram Estates Annexation & Initial Zoning. The three parcels (Lake Tracy LLC, Gilliam Trust and MCO Industries) are located on the southeast corner of the McCormick Road and Ingram Road intersection. All three properties are designated "Low Density" on the Joint Planning Area (JPA) Land Use Map. The applicant has requested an Ocoee initial zoning classification of R-1-AA: Single Family Residential for the Lake Tracy LLC/Ingram Estates and MCO Industries properties and A-1: General Agricultural for the Gilliam Trust property. The applicant is proposing a single-family residential subdivision on the Lake Tracy LLC and the MCO Industries properties with the Gilliam Trust property continuing as agricultural business for the near future. These requested Ocoee initial zonings are consistent with the JPA Land Use Map and the Ocoee Future Land Use Map. The subject property is located within the Ocoee -Orange County Joint Planning Area (JPA) and is being considered for annexation as outlined in the JPA Agreement and is consistent with the Future Land Use Element Policy. The City will require an annexation agreement with the Applicant to address the following issues: McCormick Road Right of Way: The dedication of an additional 10 feet south of the current right of way for the purpose of drainage & utilities; Subdivision Ingram Road Entrance Alignment: The entrance/exit on Ingram Road shall be aligned with the entrance/exit the previously approved McCormick Woods subdivision; Ingram Road Entrance: The entrance may require left turn lanes that require additional right of way dedication; Other Ingram Road Improvements: This roadway will require upgrading to City development standards in the Land Development Code. Coordination with McCormick Woods Subdivision on these upgrades will be necessary; and Cross -access to subdivisions to the East: The Ingram Estates subdivision plan should include at least one roadway "stub -out" on the interior roads to connect with any future extension of Clark Road to the east. On February 25, 2004, the Development Review Committee met to consider the annexation of the Lake Tracy/Ingram Estates, the MCO Industries, and the Annie D. Gilliam Trust properties. The DRC recommended approval of the annexation of these three parcels subject to the execution of an Annexation Agreement as generally outlined above. Planning and Zoning Commission Regular Meeting March 9, 2004 Based on DRC recommendation, Staff recommends that the Planning & Zoning Commission recommend approval of the annexation of three subject properties with the initial zoning of R- lAA, Single Family Residential for Lake Tracy LLC/Ingram Estates and MCO Industries, and A- 1, General Agriculture for the Annie D. Gilliam Trust. These annexations are subject to the execution of an Annexation Agreement. The public hearing for the Ingram Estates Annexation was opened. Annie D. Gilliam 3917 Ingram Road, stated she has horses and a landscape nursery on her property and wants to make sure that her property is zoned agricultural. The public hearing for the Ingram Estates Annexation was closed. Member West seconded by Member Campbell, moved that the Planning & Zoning Commission recommend approval of the Ingram Estates Annexation, subject to the execution of the Annexation Agreement. Motion carried unanimously. The public hearing for the Ingram Estates Initial Zoning was opened. Robert Gormican, 980 W. McCormick Road stated he objects to the Preliminary Plan of the street design. Community Development Director Wagner told Mr. Gormican to let the Community Development Department know what he would like to see in the way of street design for this project when it comes back for PSP review. The public hearing for the Ingram Estates Initial Zoning was closed. Member West, seconded by Vice -Chairman McKey, moved that the Planning & Zoning Commission recommend approval of the Ingram Estates Initial Zoning to R-IAA and to include that the Annie D. Gilliam property would be zoned A-1, General Agriculture. Motion carried unanimously. FOREST BROOKE — FINAL SUBDIVISION PLAN — PROJECT #LS-03-003 Planning Manager Lewis presented the staff report for the Forest Brooke Final Subdivision Plan. Phase 3 of the Forest Brooke Subdivision is located south of McCormick Road, just west of the Western Beltway. The third phase includes 140 single-family residential lots on about 49.5 acres. The property is zoned R-IA requiring a minimum lot width of 70 feet and lot size of 8,000 SF. Forest Brooke is a gated community with gates at each entrance and Phase 3 will have access from Phase 2. rel Planning and Zoning Commission Regular Meeting March 9, 2004 The Development Review Committee (DRC) reviewed the proposed Final Subdivision Plan on February 25, 2004, and discussed a few remaining issues. The discussion centered on two things: 1) making sure the entrance features and the gates on the secondary entrance would look the same as the other secondary entrance west of Ocoee Apopka Road; and 2) the severe slopes on the property, how they have created some problems with the first two phases and how they will be handled in the third phase. It was decided that the project engineer would work closely with the Engineering and Building Inspectors on a lot -by -lot basis to ensure that all grading and potential erosion problems are satisfactorily addressed. The DRC voted to recommend approval of the Final Subdivision Plan, with the understandings that has been reached during the discussion. Based on the recommendation of the DRC, Staff respectfully recommends that the Planning & Zoning Commission recommend approval of the Final Subdivision Plan for Phase 3 of Forest Brooke, as date stamped received by the City on March 4, 2004. Chairman Golden asked Engineer Evans to come to the podium to speak regarding the large areas that would be cleared of trees. Engineer David Evans, stated the clearing work would be done on a tier -by -tier basis which would save more trees. Further discussion ensued regarding saving trees on the property. Member West stated he would abstain from voting. Vice -Chairman McKey, seconded by Member Keller, moved that the Planning & Zoning Commission recommend approval of the Forest Brooke Phase 3 Final Subdivision Plan date stamped by the City on March 4, 2004, with the added condition that the developer work closely with the City's Engineering and Building Inspectors on a lot -by -lot basis to ensure that all grading and potential erosion problems are satisfactorily addressed and to ensure that as many trees as possible are saved. Motion carried unanimously with Member West abstaining. OCOEE COMMONS PUD FINAL SUBDIVISION PLAN — ASHTON PARK (a.k.a.-KAZAROS PROPERTY) — PROJECT # AP-02-02-OIA & AP-02-02-01 Planning Manager Lewis presented the staff report for the Final Subdivision Plan for the Ocoee Commons PUD and Ashton Park. The Ocoee Commons PUD property includes about 74.3 acres located on the north side of SR 50 and east of Blackwood Avenue across form the hospital, as well as land further to the north across Shoal Creek. The Ocoee Commons PUD Land Use Plan and the Preliminary Subdivision Plan provides a mix of land uses such as commercial and office uses as well as townhouses between commercial uses and Shoal Creek. Planning and Zoning Commission Regular Meeting March 9, 2004 The Final Subdivision Plan for the Ocoee Commons PUD and Ashton Park is consistent with the approved PUD Land Use Plan and the Preliminary Subdivision Plan. It provides for the construction of road improvements, utilities and a master storm water system to serve the mix of uses. The Plans for Ashton Park show the single family subdivision with Tracts `A' and `B' of the Ocoee Commons PUD will be subdivided and developed. This subdivision provides an extension of Montgomery Avenue through the PUD to Blackwood Avenue. This connection along with the second connection to SR 50 provided by a future road within Tract `K' will provide significantly improved traffic circulation in this area for the general population, as well as for public services. The Development Review Committee (DRC) reviewed the Final Subdivision Plan for the Ocoee Commons PUD and Ashton Park on March 2, 2004. There were several technical issues to be addressed from the City Attorney, Planning, and Engineering that were identified in written staff comments and presented verbally. All of the issued were discussed and a few minor changes to the Plan were agreed upon. The issues are summarized as follows: 1) Attorney- add a note to the legal description for Ashton Park; delete a few sentences from a couple of the Conditions of Approval. 2) Planning — three surveys and tree protection; the site lighting details; signage, landscaping and maintenance of Tract J (Ashton Park HOA). 3) Engineering — storm water calculations; the storm water pollution prevention plan; details related to some of the back yard swales in Ashton Park. When the discussion was finished, DRC voted unanimously to recommend approval of the proposed Final Subdivision Plan, subject to making the changes agreed upon at the DRC meeting prior to the City Commission meeting. Based on the recommendation of the DRC, Staff respectfully recommends that the Planning & Zoning Commission recommend approval of the Final Subdivision Plan for the Ocoee Commons PUD and Ashton Park, as date stamped received by the City on March 4, 2004, subject to making the changed agreed upon at the DRC meeting. Member West, seconded by Member Rhodus, moved that the Planning & Zoning Commission recommend approval of the Final Subdivision Plan for Ocoee Commons PUD and Ashton Park as date stamped received by the City on March 4, 2004, subject to changes agreed upon at the DRC meeting as described in the written comments prior to the City Commission Meeting. Motion carried unanimously. OTHER BUSINESS - NONE Planning and Zoning Commission Regular Meeting March 9, 2004 [40304 I►J 1 p1►Y Ily Community Development Wagner stated the Kane's Furniture Store project as well as the Goodman Center would be starting in approximately 60 days. The meeting was adjourned at 8:50 p.m. Attest: Brenda Brasher, Deputy City Clerk James Golden, Chairman FORM 88 MEMORANDUM OF VOTING CONFLICT FOR COUNTY MUNICIPAL AND OTHER LOCAL PUBLIC OFFICERS i-() tJ 'I ~ i WHO MUST FILE FOAM 88 f This fonn is for use by any person serving at the county, city, or other local level of government on an appointed or elected board. 1 council, commission, authority, or committee. It applies equaliy to members of advisory and non-advisory bodies who are present~dl with a voting conflict ofinterest under Section 112.3143, Florida Statutes"l '1 'I 1 'j j Your responsibilities under the law when faced with voting on a measure in which you have a conflict of interest will vary greatly depending on whether you hold an elective or appointive position. For this reason, please pay dose attention to the instructions on chis fonn before completing the reverse side and filing the form. L-.- INSTRUCTIONS FOR COMPLIANCE WITH SECTION 112.3143, FLORIDA STATUTES j A person holding elective or appointive coun:-i, municipal, or other local public ofEce ~IUST ABSTAIN from 'mtlng on a me~ure which inures to his or her specIal private gain or loss. Each elected or appointed local officer also is prohibited from knowingly votir:g ~'l a measure which inures to the special gain or loss of a ?rincipal (other than a government agency) by whom he or she is retain~c .eluding the parent organization or suosidia..ry ofa corporate principal by which he or she is retained); to the special private gain or i lOSS .)f a relative; or to the special private gai:: or loss of a business associate. Commissioners of community redevelopmerlt agenc:es under Sec. 163.356 or 163.357, F.S., and oGce:s of independent special taX districts elected on a one-acre, one-vote basis are :tot Fro- hibited from voting in that capacity. For purposes of this law, a "relative" induc"" only the officer's father, mother, son, daughter, husband, wife, brother, sister, father- in-law, mother-in-law, son-in-law, and daug-". :,er....in-law. A "business associate" means any person or end ty engaged in or carrying on a business enterprise with the officer as a pc,: :::er, joint venturer, coowner of prop.:;r.]', or corporate shareholder (where the s;,ares or the corporation are not listeci on any nador,c Jr regional stock exchange). * * * * * . * * ELECTED OFFlCERS: In addition to abstaining from voting in thi.' :uations descri~d above, you must disclose the conflict: PRIOR TO THE VOTE BEING TA: ~ by publicly stating to the assembly the nature of your interest in the measure on which you are abstaining from votin~ Jto. WITHIN 15 DAYS A?TER THE Vcr.. ; OCCURS by completing and filing this fonn with the person responsible for recording the minutes of the m2ecng, who shou l incorporate the fonn in the minutes. * * * * * . * * " * .. " . APPOINTED OFFICERS: I You must abstain from voting and disclose ::le conflict in the situations described above and in the manner described for elected offi- cers. In order to participate in these :-::atter", you must disclose the nature of the conflict before making any attempt to influence the decision, whether orally or in writingmd wnether made by you or at your direction. [F YOU INTEND TO MAKE A..'fY .'_'ITEMPI' TO INFLUENCE THE DECISION PRIOR TO THE MEETING AT WHICH THE -'OTE WILL BE TAKEN: You must complete and tile tl-:: recording the minutes of the rr-, A copy of the fonn must be pre "'he fonn must be read public fonn (before making any attempt to influence the decision) with the person responsible for ing, who will incorporate the form in the minutes. :edimmediately to the other members of the agency. : the next meeting after the forn: is filed. c qM 8a - REV. 1195 ..,.11 ,.... 0:- .. ITEM NUMBER IV. A Poer Property Project # AX-03-12-14 Large Scale Comprehensive Plan Amendment rt-_ , Mavor S. Scott Vandergrift, Acting City Manager V. Eugene Williford STAFF REPORT Commissioners Danny Howell, District 1 Scott Anderson, District 2 Rusty Johnson, District 3 Nancy J. Parker, District 4 TO: The Planning & Zoning Commission, acting as the Local Planning Agency FROM: Terry L. James, AICP /Nr Principal Planner THROUGH: Russ Wagner, AICP Community Development Director DATE: April 5, 2004 SUBJECT: Poer Property Large Scale Comprehensive Plan Amendment Case # AX-03-12-14 DCA #: Ocoee 04-01 ISSUE: Should the Planning & Zoning Commission, acting as the Local Planning Agency, recommend transmittal of a proposed Large Scale Comprehensive Plan Amendment for the Poer Property changing the future land use classification from Orange County "Rural Agriculture" to City of Ocoee "Low Density Residential' and "Conservation/ Floodplains" future land use classification? BACKGROUND: General Location: The subject property abuts the southern boundary of the Ocoee Crown Point PUD and is 2,000 feet west of the State Road 429 (Western Expressway) overpass at Fuller's Cross -East Crown Point Roads. The attached Ocoee Crown Point PUD Master Plan shows how the subject property is situated relative to this development. Parcel Identification #: 01-22-27-0000-00-005 Property size: 29.25 +/- acres (See attached Legal Description) Previous Local Government Actions & Coordination : The subject property was originally located in the Orange County -Winter Garden Joint Planning Area (JPA) in unincorporated Orange County. In order for the City of Ocoee to annex this property and submit a Future Land Use Map amendment, the City coordinated with the City of Winter Garden and Orange County to move the property from the Orange County -Winter Garden JPA to the Orange County -Ocoee JPA. City of Ocoee - 150 N Lakeshore Drive - Ocoee, Florida 34761 phone: (407) 905-3100 - fax: (407) 656-8504 - www.ci.ocoeeftus Poer Property AX-03-12-14 Ocoee 04-01 Page 2 of 9 To effectuate this change, the City of Ocoee formally requested annexation and an amendment to the Orange County -Ocoee JPA Land Use Map. The annexation of this property was subject to the approval of the JPA amendment. This action was taken on the April 6, 2004, when the Orange County Board of County Commissioners adopted the 111' Amendment to the Orange County -Ocoee JPA incorporating the Poer Property into the Joint Planning Area and changing the land use to Low Density Residential. Actual land use unique features and Future Land Use Map consistency with the surrounding properties: The property is currently vacant with an Existing Land Use classification of "Rural Agriculture" and "Conservation" on the Orange County Existing Land Use Map (See attachment: "Orange County Existing Land Use Map"). Map Figure 5: "Historic Resources and Current Recreation Facilities" from the Ocoee Comprehensive Plan Future Land Use Element indicates no archeological or historical resources on the site. The property does have on -site wetlands as indicated in the Future Land Use Map Series, Figure 6: "Soils and Wetlands". Flood Insurance Rate Map # 12095CO210E (Effective December 6, 2000) indicates there are no lands within the 100-year flood zone. According to the due diligence report prepared by Vanasse, Hangen, Brustlin, Inc., there are 3.3 +/- acres of wetlands on the subject property reducing the original acreage from 29.925 to approximately 26 buildable or net acres. This is the most accurate information available at this time subject to on -site verification. The exact jurisdictional boundary of these wetlands will be verified as a part of the stormwater management permitting process with St. Johns River Water Management District. Future land use classification of the subject property: LAND USE CLASSIFICATION: CURRENT PROPOSED Existing Land Use Orange County/Rural Agriculture & n/a Conservation Future Land Use Orange County/Rural Agriculture City of Ocoee/Low Density Residential & Conservation/Flood lains Future land use classifications of the surrounding properties: DIRECTION: JURISDICTION FUTURE LAND USE North City of Ocoee Low Density Residential East City of Ocoee Low Density Residential South City of Winter Garden Low Density Residential West City of Winter Garden Low Density Residential The subject property will be designated "Low -Density Residential' and "Conservation/Floodplains" on the Ocoee Comprehensive Plan Future Land Use Map; therefore, the proposed Future Land Use Map amendment will be consistent and compatible with the City of Ocoee Comprehensive Plan, the JPA Land Use Map, and the surrounding land uses within the City of Winter Garden. Pow Property AX-03-12-14 Ocoee 04-01 Page 3 of 9 DISCUSSION: Impacts on Infrastructure Transportation: The subject property is landlocked at this time; however, this property will be joined with the Ocoee Crown Point PUD to the north. The property will have access via the internal roadways of this PUD primarily to Fullers Cross Road and secondarily to County Road (CR) 437/Ocoee- Apopka Road. (See Attachments: Poer Property Location Map). • Availability of Transportation Facilities The current Average Daily Traffic (ADT) on Fuller's Cross Road is as follows: FROM TO LANES ADOPTED LOS ADOPTED LOS 2003 VOLUMES: I VOLUME 'CAPACITY LOS PERFORMANCE EXISTING RESERVED OR TOTAL STANDARD NUMERIC COUNT VESTED FROM RATIO CAPACITY APPROVED STANDARD DEVELOPMENT Ocoee- Clarcona• 2 E 11,900 3,638 3,065 6,703 0.56 A Apopka Rd. Ocoee Rd. Fullers Cross Road also has an "E" LOS standard from Clarcona-Ocoee Road to Ocoee - Apopka Road. With the 3,825 Annual Daily Traffic Count (ADT), the roadway is currently operating at LOS "A". According to Table 21 in the Transportation Element, this segment of Fullers Cross Road will operate at LOS "C" within the planning timeframe. The current Average Daily Traffic (ADT) on Ocoee -Apopka Road/County Road 437 is as follows: FROM TO LANES ADOPTED ADOPTED 2003 VOLUMES: VOLUME LOS LOS LOS /CAPACITY PERFORMANCE EXISTING RESERVED OR TOTAL STANDARD NUMERIC COUNT VESTED FROM RATIO CAPACITY APPROVED STANDARD' DEVELOPMENT SR438/Silver Fuller's 2 E 19,100 5,975 4,470 10,445 0.55 A Star Rd. Cross Rd. Fuller's McCormick 2 E 19,100 9,246 10,648 19,894 1.03 F Cross Rd. Rd. Capacity Standard from Coke Property Study Ocoee -Apopka Road (CR 437) is a major north -south arterial roadway, and is currently a 2-lane facility with an adopted level of service of "E". The Ocoee -Apopka Road segment from Fullers Cross Road to McCormick Road theoretically operates at level of service "F" when vested trips are added; however, this traffic is not expected to occur until at least five or more years from now. According to the Ocoee Comprehensive Plan Transportation Element (Figure 11 B: "Future Through Lanes for Roadways 2020"), this roadway will become a 4-lane facility by 2020. Pow Property AX-03-12-14 Ocoee 04-01 Page 4 of 9 After 4-laning of Ocoee -Apopka Road, the future LOS for segment from Silver Star Road (SR 438) to Fullers Cross Road will be "C", and from Fullers Cross Road to McCormick Road will be "B" (See the Ocoee Transportation Element, Table 21 on page 2-54). • Estimated Demand on Transportation Facilities Demand, where possible, will be an incremental analysis for all infrastructure impacts indicating the difference between the current future land use classification and the proposed future land use classification. These estimated demands will be base on 26 net/buildable acres on the Poer Property. This net acre assumption will be used in all the infrastructure demand estimates. FUTURE LAND USE CLASSIFICATION MAXIMUM DENSITY STANDARDSIMULTIPLIER ESTIMATED DEMAND CURRENT Orange County/Rural 1 DU/10 No ITE standard is available. Unknown, Agriculture Developable Acres insignificant. PROPOSED Ocoee/Low Density 4 DU/Acre 7.44 Avg. Weekday Rate [ITE 4*26*7.44 = 774 Residential I Code 270 Orange County Future Land Use Element Policy 2.2.4 1 City of Ocoee Future Land Use Element Policy 1.10 The current Orange County future land use classification will allow 2 dwellings on the site. There are no comparable single-family dwelling unit standards from the ITE Trip Generation Manual. The estimated net increase in weekday trips will be 744 weekday trips; however, with the mixed -use shopping, school facilities, and recreation activities within the PUD, the internal or "captured" trips will reduce this demand estimate considerably. Additionally, the PUD is required to mitigate the impacts of the development by providing extensive intersection roadway improvements to mitigate the impacts of traffic as the project develops. According to the City's traffic consultant, the incremental traffic added as a result of the additional single-family trips are easily accommodated with the roadway and intersection improvements already planned as a part of the traffic impact mitigation plan. (See Attachments: Ocoee Crown Point PUD Traffic Impact Mitigation Plan). Furthermore, the PUD is located between two interchanges on the newly completed Western Expressway/SR429 operated by the Orlando -Orange County Expressway Authority. These Expressway interchanges will provide alternatives to the use of local roadways that will further mitigate adverse traffic impacts. The northern interchange is at Clarcona-Ocoee Road and West Road and the southern interchange is at Silver Star Road (SR 438). The Western Expressway connects to the Florida Turnpike (SR 91), and to 1-4 via the East-West Expressway (SR 408). The extension of the Western Expressway further to the south will eventually provide another connection to 1-4. (For additional a map of the local roadway network, see Figure 11: "Roadway Improvement Master Plan 2020 in the Ocoee Comprehensive Plan.) Poer Property AX-03-12-14 Ocoee 04-01 Page 5 of 9 Potable Water & Sanitary Sewer: • Availability of Potable Water & Sanitary Sewer Facilities The Poer Property is outside of the City's Utility Service Area. Orange County Utilities provides potable water and sanitary sewer service tied into mains that serve the Ocoee Crown Point PUD. • Estimated Demand on Potable Water & Sanitary Sewer Facilities FUTURE LAND USE CLASSIFICATION MAXIMUM DENSITY STANDARDSIMULTIPLIER ESTIMATED DEMAND CURRENT Orange County/Rural 1 DU/10 Potable Water: 300 Potable Water: Agriculture Developable Acres' gallons/day/ERU 2*300 = 600 Sanitary Sewer: 270 gallons/day gallons/day/ERU" Sanitary Sewer: 2*270 = 540 gallons/day PROPOSED Ocoee/Low Density 4 DU/Acre Potable Water: 300 Potable Water: 4* Residential gallons/day/ERU 26*300 = 31,200 Sanitary Sewer: 270 gallons/day gallons/day/ERU" Sanitary Sewer: 4*26*270 = 28,080 gallon! /day ' Orange County Future Land Use Element Policy 2.2.4 2 City of Ocoee Future Land Use Element Policy 1.10 2 City of Ocoee Potable Water Sub -Element Policies 1.2.1 & Sanitary Sewer Sub -Element Policy 1.2.2. The City of Ocoee has coordinated with Orange County for the provision the potable water and sanitary sewer services. As a component of this coordination, the City provided Orange County with Utility Master Plan for the Ocoee Crown Point PUD and the Poer Property to insure the proper assessment of the development's demands. Orange County thoroughly assessed these demands before agreeing to provide potable water and sanitary sewer services in the PUD. According to Orange County Utilities, they have adequate water and sewer capacity to service the entire development. Drainage: Availability of Drainage Facilities Stormwater retention will be provided on -site and in accordance with the Conceptual Stormwater Master Plan for the entire PUD and the Poer Property. The SJRWMD has already approved this master plan. Drainage for the subject property will be by storm sewer piping with an outfall to a retention pond. All stormwater drainage will meet the requirements of Chapter 25-17, Florida Administrative Code. Since the development is within the Lake Apopka basin, the water quality will also meet the Lake Apopka Rule promulgated by the St. John's Water Management District that requires increased phosphorous attenuation. Pow Property AX-03-12-14 Ocoee 04-01 Page 6 of 9 • Estimated Demand on Drainage Facilities All retention ponds have been conceptually designed. The Lake Apopka Rule requirements substantially increase the volume of stormwater retention beyond normal permitting standards. Solid Waste: • Availability of Solid Waste Solid waste disposal will be handled by the Orange County Landfill (Class 1 facility) that is projected to provide capacity until the year 2030 according to the adopted Ocoee Comprehensive Plan. (Ocoee Comprehensive Plan, Solid Waste Sub -Element, page 4.2-4) • Estimated Demand on Solid Waste FUTURE LAND USE CLASSIFICATION MAXIMUM DENSITY STANDARDSIMULTIPLIER ESTIMATED DEMAND CURRENT Orange County/Rural 1 DU/10 2 DU* 3(lb/person/day) * 2.99 17.9 lbs./day Agriculture Developable Acres* (person/household2) PROPOSED Ocoee/Low Density 4 DU/Acre** (4*26) DU * 3(lb/person/day) * 932.9 Ibs/day Residential 2.99 (person/household) Ocoee Solid Waster Sub -Element, page 4.2-4 2 Ocoee Housing Element, page 3-4 The amount of additional solid waste generated by the Poer Property can easily be collected by the City's Sanitation Division and deposited at the current landfill. Recreation: • Availability of Recreation Facilities As stated earlier, this property will be merged with the Ocoee Crown Point PUD to the north and as such will have direct access through internal roadways to a 23-acre community park with the following planned facilities: an amphitheater, two soccer fields, and two baseball fields. In addition, the City has negotiated an interlocal agreement with the Orange County School Board to allow for the use of elementary school and high school sites for public recreation. The entire PUD will also have a planned open space with pedestrian and bike paths including a conservation/passive recreation area along Lake Apopka. This does not include recreation or open space that may be required of the subject property under the City's Land Development Code during the site plan review process. Poer Property AX-03-12-14 Ocoee 04-01 Page 7 of 9 • Estimated Demand on Recreation Facilities FUTURE LAND USE CLASSIFICATION MAXIMUM DENSITY STANDARDSIMULTIPLIER ESTIMATED DEMAND CURRENT Orange County/Rural 1 DU/10 2 DU*2.99 0.02 acres Agriculture Developable Acres* (person/household2)*0.004 acres of parks & open space /resident' PROPOSED Ocoee/Low Density 4 DU/Acre** (4*26) DU*2.99 1.24 acres Residential (person/household2)* 0.004 acres of parks & open space /resident Ocoee Recreation & Open Space Element, page 6-15 This proposed future land use amendment will have an incremental impact on recreation that can be accommodated within the community park, open space, and school recreation sites planned for the Ocoee Crown Point PUD. Summary: "Demand on" & "availability of" Infrastructure This proposed future land use classification amendment will impose demands on existing infrastructure; however, with the existing coordination process and mitigation requirements of the Ocoee Crown Point PUD, it will not adversely impact infrastructure. These PUD requirements will also insure that infrastructure is available "to maintain the adopted level of service standards are available when the impacts of (this) development occur." [Chapter 9J- 5.003(25), FAC] Compatibility with the Comprehensive Plan's Goals, Objectives & Policies (GOPs) (For the actual text of the GOPs, refer to the accompanying City of Ocoee Comprehensive Plan on disk.) Future Land Use Element As previously stated, the Ocoee Crown Point PUD will be amended to include the subject property. As a result of its inclusion, the property is required to follow the PUD development standards and conditions. This City -developed PUD has required extensive coordination and consultation with the following agencies, local governments, and boards concerning infrastructure, amenities, and design standards: St. Johns River Water Management District on stormwater drainage and stormwater quality issues relative to the Lake Apopka Rule, and issues concerning conservation areas bordering the Lake; Orange County on the Utility Master Plan for water and sewer service delivery; and The Orange County School Board on the educational facilities such as the elementary school, the high school, and the workforce development -training center. Pow Property AX-03-12-14 Ocoee 04-01 Page 8 of 9 This amendment is compatible with the following Future Land Use Element GOPs: Objective 1, Policy 1.1, Policy 1.2, Policy 1.3, Policy 1.7, Objective 2, Policy 2.8, Objective 5, Policy 5.4, Policy 5.6, Policy 5.8, Policy 5.12, Policy 5.12, Policy 5.13, Objective 8, Policies 8.1 through 8.3, and Policy 8.5. Transportation Element Including this property in the PUD does not change the extensive transportation impact analysis and resulting traffic impact mitigation plan (See attachment: "Traffic Impact Mitigation Plan") This amendment is compatible with the following Transportation Element GOPs: Policy 1.3.3, Objective 1.4, Policy 1.4.1, Objective 2.1, Policies 2.1.1. and 2.1.2, Objective 2.2, Policies 2.2.1 through 2.2.4. Objective 2.7, Policies 2.7.1 and 2.7.3., Objective 2.8, Policies 2.8.3. and 2.8.6, Objective 2.9, Policy 2.9.1., Objective 3.1., Policies 3.1.1. through 3.1.3., Objective 3.2., Policies 3.2.1. and 3.2.2. Sanitary Sewer Sub -Element This amendment is compatible with the following Sanitary Sewer Sub -Element GOPs: Objective 1.5. Drainage Sub -Element This amendment is compatible with the following Sanitary Sewer Sub -Element GOPs: Objective 1, Policy 1.1, Policy 1.3, Policy 1.4, Objective 2, Policies 2.1 through 2.4, Policies 2.7 through 2.11, Policies 2.13 through 2.17, and Policy 4.4. Potable Water Sub -Element This amendment is compatible with the following Sanitary Sewer Sub -Element GOPs: Objective 1.4. Intergovernmental Coordination Element The proposed future land use map classification amendment of subject property was coordinated with Orange County and Winter Garden. This property will be merged with the Ocoee Crown Point PUD, and, as such, the on -going coordination with the affected local governments and agencies fulfills the many of this element's objectives and policies. This amendment is compatible with the following Element GOPs: Objective 1, Policies 1.1, 1.2, 1.3, 1.4, 1.5, 1.6; Objective 2, Policy 2.3, Objective 3, Policies 3.5 & 3.7, and Objective 4, Policy 4.1. Poer Property AX-03-12-14 Ocoee 04-01 Page 9 of 9 STAFF RECOMMENDATION: Based on the analysis above, Staff recommends the Planning & Zoning Commission, acting as the Local Planning Agency, recommend to the Mayor & City Commissioners transmittal of the proposed comprehensive plan amendment changing the future land use classification on the Poer Property from Orange County "Rural Agriculture" to City of Ocoee "Low Density Residential' and "Conservation/ Floodplains" future land use classification. Attachments: Location Map Ocoee Crown Point PUD Master Plan Map Poer Property Legal Description Orange County Existing Land Use Map Current Future Land Use Map (without this amendment) Proposed Future Land Use Map (with this amendment) Ocoee Crown Point PUD Traffic Impact Mitigation Plan City of Ocoee Adopted Comprehensive Plan disk (for the remaining supporting maps & text) O:\Staff Reports\2004\SR04026 P&Z.doc La a� n �Ic ! r I U p tc G Q ppi�a Poer Property Legal Description Begin at the Quarter Section Post of the South Boundary of Section 1, Township 22 South, Range 27 East, run thence North 904.86 feet, thence East 1,683 feet, then South 904.86 feet, then West 1,683 feet to Point of Beginning. LESS: Begin at point 957 feet West and 904.86 feet North of the Southeast Corner of Section 1, Township 22 South, Range 27 East, run thence West 1,200 feet, thence South 16 feet, thence Northeasterly 1201.9 feet to a point due South of the Point of Beginning, then North .82 feet to the Point of Beginning. Ocoee Crown Point PUD Traffic Impact Mitigation Plan ro Z W� T mID N ro 'ti T_ to M 'N' i3. t7 J M "•rn ry m T7J[' q v g GL c 7 Tj m N v 0v 7 N ' o•m•e mv f(�ip4pDS•� 00 ° _ �o u� o o '1�apn '�t�Qal_•p.1 tpfL�7/') • • {frya� n n Qcp�` mao3`D • a • 5NY�• -S• • • / R 1OC(+D Cmo'G•3 NaNvbT$i jQmfnm•P 7c�'•qq 7np07N 7a{���•pp 1p >���w7 p>W ' 9 ,,• O °p N• N,m0,j C i�7 Sx ttmpo to ' . S S, a9 o. O m pWvi 10 1D; S .' aB' �9 EL 9. z b Eft WY O m B N m N 3 N y C g~ F� in N � m 7 m �' 9 f m !'j' N r7 c� ^ m Er m ' S. a ° 0 m W a N i, co m a a m ��� ZT jj��acQ� 12. •�7 VOy .O m a O N C rN/ S 1P) N ry 3 a }Z C N d 2 _ A '7, S C 3 9' m N N } O i7 `mo' d .52. 7 m m _ O. ErN =1. 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Eugene Williford III STAFF REPORT DATE: April 9, 2004 TO: The Planning and Zoning Commission Commissioners Danny Howell, District 1 Scott Anderson, District 2 Rusty Johnson, District 3 Nancy J. Parker, District, 4 FROM: Robert Lewis, AICP, Planning Manager THROUGH: Russ Wagner, AICP, Community Development Director SUBJECT: Crestwood Commons (aka: Tract'C', Ocoee Commons PUD) Preliminary Subdivision Plan Project # LS-03-007 ISSUE: Should the Planning and Zoning Commission recommend approval of the Preliminary Subdivision Plan for Crestwood Commons (aka: Tract 'C', Ocoee Commons PUD)? BACKGROUND: Crestwood Commons is a townhome community including 97 units which will occupy Tract 'C' of the Ocoee Commons PUD. It includes about 14.4 acres (6.7 units/acre) and is located east of Blackwood Avenue and north of SR 50. The property is currently occupied by an old orange grove. The owner intends to develop the property as a private, gated townhome community with fee simple ownership of the units. The Ocoee Commons PUD Land Use Plan was approved last summer and then later amended to add additional acreage. The Crestwood Commons property is bounded on the south and west sides by commercial areas, mostly part of the Ocoee Commons PUD. The property is bounded on the east side by an area with C-2 zoning which is undeveloped and mostly wetlands. The north side is bounded by a wetland conservation area with a single family area north of that, also part of the Ocoee Commons PUD. DISCUSSION: Crestwood Commons is intended to be a gated community, with recreation facilities and meeting space for the residents provided within the project itself. There will be two entrance points into Crestwood Commons with the main entrance on the west side of the subdivision from a private road just off of Montgomery Avenue and a secondary entrance on the east side of the subdivision from a future road to be built along the north and east sides of the property. There will also be a pedestrian connection through a gate to the commercial development located along the southern edge of the subdivision. City of Ocoee • 150 N Lakeshore Drive • Ocoee, Florida 34761 phone: (407) 905-3100 • fax: (407) 656-8504 • www.ci.ocoee.fl.us April 9, 2004 Planning & Zoning Commission Page 2 of 2 The 6' buffer wall and landscaping that will be built along Montgomery Avenue will meet the City's recently upgraded landscaping provisions related to size and amount of plant materials for multi -family developments. Montgomery Avenue, along with the other subdivision improve- ments required for the overall Ocoee Commons PUD, will need to be completed before construction on the Crestwood Commons subdivision can begin. The Final Subdivision Plan for the Ocoee Commons PUD improvements was just recently approved and construction on those improvements is expected to begin within the next few months. DEVELOPMENT REVIEW COMMITTEE RECOMMENDATION: The Preliminary Subdivision Plan for Crestwood Commons was reviewed by the Development Review Committee (DRC) on March 23, 2004. There were a few minor issues to be addressed from the City Attorney and from the Planning Division that were identified in written staff comments. All of the issues were discussed and a few minor changes to the Plan were agreed upon. When the discussion was finished, the Committee voted unanimously to recommend approval of the Preliminary Subdivision Plan, subject to making the changes agreed upon at the DRC meeting. The plans have now been revised to address all the issues that were discussed at the DRC meeting. STAFF RECOMMENDATION: Based on the recommendation of the DRC, Staff respectfully recommends that the Planning and Zoning Commission recommend approval of the Preliminary Subdivision Plan for Crestwood Commons, as date stamped received by the City on April 6, 2004. Attachments: Copy of Public Hearing Advertisement Crestwood Commons, Preliminary Subdivision Plan, date stamped April 6, 2004 O:\Staff Reports\20041SR04023 P&Z.doc Copy of Public Hearing Advertisement Orlando Sentinel Date Published April 1, 2004 Advertisement 1 NOTICES FARING cm of 'CO" NOTICE OF PUBLIC HEARING ON THE PRELIMINARY SUBDIVISION PLAN FOR CRESTWOan COMMONS CASE NUMBER LS-03.007 The Planning and Toning Commis- sion will review and may make a recommendation to the Clty Com- mission concerning the proposed Preliminary Subdivision Plan for Crestwood Commons based upon Its conformance with the requirements -of:.the'Ocoee Land Development C006,and .the recommendation of }tee Development Review $Commit-. P AP 9 A ihk! I I A AMA kff OCOEE COMMONS, LLC & BLACKWOOD/50, LLC 236 PASADENA PLACE ORLANDO, FLORIDA 32803 PHONE: (407) 841-3266 CONTACT: TOM USTLER Or TERRY ROAP ...... ...... i OCOEE SITE i COMMONS , o d, FUn I o, I �01 -.---.—. r CALIFORNtA AYEN1E I — — (� rgI.ACI�ioOP AVENL1 . �,* i NOT TO SCALE W L A_�AXPA 1 2 3 4 5 6 7 8 I ; i I j 1101 K�_ M, a'% t � V I , M;i INDEX DEVELOPER/APPLICANT MORRISON HOMES 151 SOUTHHALL LANE, SUITE 200 MAITLAND, FLORIDA 32751-7172 PHONE: (407) 629-0077 CONTACT: BRIAN MARTIN DRAWING NO, T 7LE — CO VER SHEET PSP-1 EX1S 17NG CONDI TIONS PSP-2 PRELIMINARY MASS GRADING & UTILITY PLAN PSP-3 S1 TE PLAN PSP-4 CONCEPTUAL LANDSCAPE PLAN PSP-5 CONCEPTUAL GRADING PLAN PSP-6 SUBDIVISION LOTTING PLAN PSP-7 SUPPORT DA TA AND NOTES i i E FOR: ARCHITECT THE EVANS GROUP 1001 N. ORANGE AVENUE ORLANDO, FLORIDA 32801 PHONE: (407) 650-8770 "410 11 ily-MAN CIVIL ENGINEER/PLANNER MILLER LEGG AND ASSOCIATES, INC. 631 S. ORLANDO AVENUE, SUITE 200 WINTER PARK, FLORIDA 32789 PHONE: (407) 629-8880 CONTACT: JON WALLS & ASSOCIATES, INC. SURVEYOR TINKLEPAUGH SURVEYING SERVICES, INC. 379 W. M I CH I GAN STREET, SUITE 208 ORLANDO, FLORIDA PHONE: (407) 422-0957 CONTACT: JERRY LIVERNOISE South Florida 015c e. - 1800 N. Douglas Road, Suite 200 Pembroke Pines, Florida 33024-3200 (954)436-7000 Fax: (954)436-8664 Palm Beach Office. - 2005 Vista Parkway, Suite 100 Pest Palm Beach, Florida 33411-2719 (561)689-1138 Fax: (561)689-8108 ENGINEERS ® SURVEYORS & MAPPERS Central F1066 Office.' PLANNERS* LANDSCAPE ARCHITECTS 631 S. Orlando Avenue, Suite 200 GIS • ENVIRONMENTAL PROFESSIONALS Winter Park, Florida 32789-7122 www.millerlegg.com (407)629-8880 Fax: (407)629-7883 a a a U 0 U DA TE.• October 1Q 2003 1st REVISION. December 12, 2003 2nd REVISION.- February 17,, 2004 3rd REVISION: March 25, 2004 APR _ 6 2904 5066.001 5H. 1 of 8 RI=AA i SINGLE FAMILY RESIDENTIAL i THE HAMMOCKS, P.B. 24, PGS. 49-50 TRAL"i' T' � CWSERNi17f0N ARFA � :. WILLOW WILLOW OAK i ,: • ;` 2=70 0 WILLOW OAK .:<.:'s' •# x s a" 6 , "..: WILLOW .......... CS , ". ILLGW: 1 F COMMERCIAL OAKOa • Or jr ORANGE COUNTY kr :< • �" 3 7 i a i `WILLOW, • ( lS3 �`.. I I 1 I I T <� SO�.... .: . IM { :1 • ...�/' O n�M� ;, 12" I r-.v, V 1 I Ifl I i 1 1 f I: I, , GUM M 0 30' 60' 120' 180' SCALE: 1 "=607 v ,..... I OAK ...... .... : . , • I _...... ..,.!.....-...... 28" • OAK OAK ` , •: K AK I III I ...,.,.• 5-8` ' :' I WILLOW OAK v 1 t. . c� I ( 0 • ..... .,.. ..... 20" WILLOW' t , E i ..... ... • .. `. • ....: .................:............................... ;• WILLOW 22` 30" OAK OAK :,........ : ,r F 1 1 Q4 APPROVED : FLA. REGISMATON NO. DATE V U a. � � M l\ to 0 M � v v v V) N u m d Z E E E 0 EE E u E — u V) , N _ m w a n CL W 0 0 0 o o V) V) V) WUQ C O 0m0 r, NN�O Q O � �c LLJ W U) � (nc�m I�V)Q Z> UJ c�x2 oU-:� Q V) 0 N 0 O�Om•0- L! Z • • O 00 :5 Q, W w Z D-IF 00 :3 N Q � 0) N W W W Zz N"-= t!lcu E _z • zJV) .- c ` 3 to s W CL C9 d z N W F a Vmek VENOM 0 to to a Q Q � omv Q: PROJECT / F7LE NO. 5066.001 DRAWING NO. PSP-1 W�?OFDAE DRAWN. m ! awl M M!l4b Sb Rt in nwr- • .. .......... . ........ .... .. ........... Cq hUM&NIN I IIIIII I I I IN NOTE: DETAILED I00TAI5Lr= WATER AND SANITARY SIEWE DISTR15UTION PLANS To 61.15MITTEP WITH FINAL ENG31NEERING CONSTRUCTION DOCUMENTS A ME APPROVED FLA. REGSMA'nDN NO .. . .... .II I .. ... .. cn ujuZ 00 00 on ( 0 0 C'14 C.) cn N �! cm� DO P.J Jv < 0 o F, to ;t, I -�co (o Cn Uj cr C3- CL :3 0) 0 V) 01) 0 4d- >- r'.:!o-j ai CN c3 :3 tO C 0 'L Wm L E n m 0 0 0 m o 0 0 -00 mm 0 -2 6 0, zoo -:, QF < UJ WZ "-,o 0, vi E (D' -� ro, -,5 �i K) (D W C3L- CO N-�L) wm%m, Ongffl w PROJECT / FILE NO. 5066.001 DRAWING NO. -PSP-2 DATE DRAWN. 1 3 OF 10-10-0315H. P R/W R/W 40, R/W 5' UTIL. 6' 2' 1 12' 12' 2' 6' 5' UTIL. ESMT. ESMT. 1-3/4" FDOT TYPE -3 TYPE F CURB (TYP) ASPH CONC (TYP) `4? 2% 4% 4%�� 12" (TYP) -►I 12" (TYP) 6" THICK STABILIZED SUBGRADE (TYP) 8" SOIL CEMENT BASE 300 PSI (TYP) CONC. SIDEWALK 12" SUB BASE COMPACTED TO 95% MAX DENSITY (TYP) ONE SIDE ONLY (TYP) TYPICAL STREET SECTION NOT TO SCALE 40' MIN. EXT. _ 20' CORNER 5ET5ACK LOT WIDTH W/O SIDEWALK 25' CORNER SET5AC:< APPROVED FLA. REGITMATON NO DATE s 3-a. U 0 0 � M � O O v v cn N f0 pl C C C Z E E E O E E E — 8 3 $ N '' — U U U > ua n. n. w c c c cr O o 0 S S 'S u m u v M n Iz in N N c LLJ C-) 00 O ON 0cn NN0)O N DO Q O -Coto ;t m CL CL :10)O m �v o v -' � i cn �<_ E: .0 �OZ LLJa >-°0 cn 0 N 0 0�0M 0 U Z s • O 00 rn v L W W Oo p�N Ld LZ - vim E Z Z • ZJN 1° .- -° n.s m3 W a_ ci Z f/1 W - Q UL mmmum U 0 cn a Q Q v v ow aw Am PROJECT / FILE NO. 5066.001 DRAWNG NO. PSP-3 DATE DRAWN: A � 0-10-03 sN. $ w"Al/mMO U HEDGE � TOWN- } I HOUSE Lu 1— UN I T f � N HE IGHT VARIES DECORATIVE RRICIG RETAINING/ SCREENING WALL GROUND COVER i'YPICAL. LANDSCAPE 5uFFr=R SECTION 1 N.T.S. P8P- SYMBOLS LEGEND FUTURE SECONDARY ACCESS AND SECURITY GATES TO SE CONSTRUCTED UPON COMPLETION OF FUTURE LOCAL STREET: EXPANDED 24' INGRESS AND 16' EGRESS DRIVE LANES — FUTURE MONUMENT ENTRANCE SIGN ■ r ��� itlttt lttttttt t. �tttttlt�t tttYtttt .ttttttt •tYYfxp� - ■ ooAr MA ♦ ■ ELM! )EWALK PROVIDED' 4STER DEVELOPER TURNAROUND LANE U U Ca.1 I� V• Iq d' t\O Cl M \ O SHADE TREE PER APPROVED SHADE TREE LIST AS DELINEATED v s = N 3- EXHIBIT 1 TO CITY OF OCOEE ORDINANCE SS-23. ALL TREES m o t0 m RI d z TO BE MIN. 3" DBH, 10' HEIGHT X 5' SPREAD, CONTAINER GROWN o o a u u u PALM TREE PER APPROVED UNDERSTORY/ORNAMENTAL TREES a 0 s c. 0 :s a 0 LJ of (PALMS) LIST AS DELINEATED IN EXHIBIT 1 RO CITY OF OCOEE m W. o U7 n N ORDINANCE SS-23. ALL TREES TO BE MIN. 8' HEIGHT. \ \ o M ND N UNDERSTORY TREE PER APPROVED UNDERSTORY/ORNAMENTAL Q Q TREE LIST AS DELINEATED IN EXHIBIT 1 TO CITY OF OCOEE ORDINANCE SS-23. ALL TREES TO BE MIN. 2" DBH, 8' HEIGHT X 3' SPREAD, CONTAINER GROWN. HEDGE SHRUB MATERIAL PER APPROVED SHRUBS AND GROUND - COVERS LIST AS DELINEATED IN EXHIBIT 1 TO CITY OF OCOEE ORDINANCE SS-23. ALL SHRUBS TO BE MIN. 3 GALLON CONTAINER GROWN PLANTS GROUNDCOVER MATERIAL PER APPROVED SHRUBS AND GROUND - COVERS LIST AS DELINEATED IN EXHIBIT 1 TO CITY OF OCOEE ORDINANCE SIB-23. ALL GROUNDCOVER TO BE MIN. 3 GALLON CONTAINER GROWN PLANTS *SHRUBS AND GROUNDCOVERS SHOWN ALONG PERIMETER PROPERTY SUFFERS SHALL COMPRISE A MINIMUM OF 30%, OF THE REQUIRED BUFFER AREA PER CITY OF OCOEE LANDSCAPE CODE REQUIREMENTS tw BUILDING y 1" METAL STAIRS ` £_:.. QQ ,w;:; Q .... :x ■� a �®■�® �■�� � ........................... .............:.... ................ W . 6' SIDEWALK PROVIDED p, ..I. r .... _M..................................8`t'"..M�4STER Lim" OIMY. LYAC W PROJECT / FILE NO. 5066.001 DRAWNG NO. ® PSP-4 APPROVED: DA7E DRAWN: OF FLA REGWRA— NO 0-10-03 8 DATE : SN. TR4Y • coNs AnoN AREA 0 30' 60' 120' 180' SCALE: 1 "=60' NOT PLA77ED STREET TRACT '$' - OPEN SPACE 000, TRACT 'A' OPEN SPACE Y z� 29 31 32 ' 30 I 28 21 J 26 TRACT 'E' STREET R.OAU. I 34 / TRACT 'D' 35 24 OPEN SPACE 94 23 Fell93 36 ' 22 / m TRACT 'E' 96 92 ( I 31 I' STREET R.O.W. 20' 21 / 95 TRACT 'C' \ 39 / OPEN SPACE TRACT 'D' \ OPEN SPACE N 89 I I 82 \ I I 40 41 42 1, 88 �9 85 \ •,,444,414�z s s� l�� \ 75 \ r� 8 L9 \ TRACT 'C' OPEN SPACE TRACt 'E' _ STREET R.OW. 48 49 50 a _ I _.� • I 51 / -12 m l - a ' 52 TRACT 'E' ' 0 / STREET ROAD. \ 53 a • � � � 63 I N 62 1 54 OPEN SPACE 61 j • � � 55 2 60 ',iIIIIIIIIIIIIIIIIolllll, w 56 i TRACT E I ..,.. \ TRACT 'A' ' S7 / OPEN SPACE A 5a 5............. ..... .... ........... I BRICK WALI ' EXIT GUARD SHACK ENTRANCE LANE 20' DRIVE LANE �K 24' DRIVE LANE ALUMINUM SWING STYLE SECURITY "Me WEST ENTRANCE CONCEPT ELEVATION SCALE: 1/16" = P-0" 63' FWA ' BRICK UALI EXIT Lo ENTRANCE LANE I6' DRIVE LANE 24' DRIVE LANE ALUMINUM SWINra STYLE SECURITY GATES EAST ENTRANCE CONCEPT ELEVATION SCALE: 1/1ro" = P-0" D_ W U Z on ...... .... ,,..,..,...rrr�M..�- / / , ...... O \ lin co o_ \ 0 0 v v N �+ to w rr-rZ E E E O u 0 0 En U C) U n a on W c c c 03 u•m ar'i of �M T lZ n N N N . M N FOJECT / RLE NO. q 5066.001 DRAWING NO. PSP-6 APPROVED : DATE DRAWN: 7 OF ELa REGIsntATION NQ DATE : 0-10-03 sN. 8 1 :oMR -01 1. PER FIRM PANEL NO. 120119 0220 E, THE ENTIRE SITE LIES WITHIN FLOOD ZONE 'X', AREA 11. ALL ON -SITE UTILITIES INCLUDING ELECTRICAL, CABLE TV AND TELEPHONE SHALL BE 30. NOTHING HEREIN SHALL BE CONSTRUED TO WAIVE ANY PROVISION OF THE LAND DEVELOPMENT OF MINIMAL FLOODING. PLACED BELOW GROUND. CODE EXCEPT TO THE EXTENT EXPRESSLY SET FORTH ON A WAIVER TABLE OR EXPLICITLY SET OUT ON THE PLAN. 2. THERE SHALL BE NO ACCESS FROM THE PROJECT TO ANY PUBLIC ROADS EXCEPT AT THE 18. ALL TRACTS WHICH ARE TO BE OWNED AND MAINTAINED BY THE HOMEOWNERS ASSOC- APPROVED LOCATIONS SHOWN ON THE PLAN. CATION SHALL BE CONVEYED TO THE HOMEOWNERS ASSOCIATION BY WARRANTY DEED 31. THIS PROJECT MAY NOT BE DEVELOPED UNTIL SUCH TIME AS TRACT 'M', TRACT 'L2' AND TRACT 'L3' OF AT THE TIME OF PLATTING. THE OCOEE COMMONS PUD LAND USE PLAN ARE CONSTRUCTED AND ACCEPTED BY THE CITY OF 3. EXCEPT AS SPECIFICALLY NOTED ON THIS PLAN, DEVELOPMENT OF THIS PROPERTY SHALL OCOEE. BE CONSISTENT WITH THE REQUIREMENTS OF THE CITY OF OCOEE CODE. SHALL OSHA YELLOW IN COO AND U REFLECTIVE I MA 19. EACH FIRE HYDRANTLL BE ELL COLOR BLUE RE LE VE MARKER "" ' SHALL BE AFFIXED TO THE STREET IN THE CENTER OF THE LANE CLOSEST TO EACH 32. THIS PROJECT IS SUBJECT TO THE TERMS OF THE APPROVED OCOEE COMMONS PUD LAND USE PLAN 4. A PERPETUAL, NON-EXCLUSIVE EASEMENT FOR ACCESS OVER ALL INTERNAL ROADWAYS HYDRANT. AS AMENDED, AND THAT CERTAIN ANNEXATION AND DEVELOPMENT AGREEMENT RECORDED IN AND PAVED AREAS SHALL BE GRANTED IN FAVOR OF THE CITY OF OCOEE AND OTHER OFFICIAL RECORDS BOOK 6936, PAGE 2ro91, AS AMENDED BY THAT CERTAIN FIRST AMENDMENT TO APPLICABLE AUTHORITIES FOR LAW ENFORCEMENT, FIRE AND OTHER EMERGENCY 20. THE PROJECT IS TO BE DEVELOPED AS A PRIVATE GATED COMMUNITY AND SHALL ANNEXATION AND DEVELOPMENT AGREEMENT RECORDED IN OFFICIAL RECORDS BOOK , PAGE , SERVICES. COMPLY WITH ALL /APPLICABLE ORANGE COUNTY ORDINANCES AND RESOLUTIONS WITH PUBLIC RECORDS OF ORANGE COUNTY, FLORIDA. BUT NOT LIMITED TO COMMUNITIES, INCLUDINGA TIC VIII CHAPTER RESPECT TO GATED E B L ED ARTICLE PER ». 5. ALL LEGAL INSTRUMENTS INCLUDING BUT NOT LIMITED TO THE DECLARATION OF EASEMENTS, 34 OF THE ORANGE COUNTY CODE, AS WELL AS ANY AMENDMENTS TO THAT ARTICLE THAT 33. ALL SCREEN WALLS, LANDSCAPE BUFFERS, ALL COMMON AREA LANDSCAPE IMPROVEMENTS AS WELL COVENENANTS AND RESTRICTIONS, ASSOCIATION DOCUMENTS AND DEEDS CONVEYING MAY BE ENACTED THERETO. ALL REFERENCES IN SAID COUNTY CODE CHAPTER TO THE AS SIDEWALKS ALONG THE FUTURE LOCAL STREET AND ALONG ALL OTHER PERIMETER PROPERTY PROPERTY TO A HOMEOWNERS ASSOCIATION OR PROPERTY OWNERS ASSOCIATION SHALL "COUNTY" SHALL BE DEEMED TO REFER TO THE "CITY" FOR PURPOSES OF THIS REQUIRE- LINES SHALL BE COMPLETED PRIOR TO ISSUANCE OF THE CERTIFICATE OF COMPLETION. BE APPROVED BY THE CITY PRIOR TO PLAT APPROVAL AND SHALL COMPLY WITH ALL MENT. IN THE EVENT THAT THE CITY ADOPTS AN ORDINANCE REGARDING GATED ORDINANCES OF THE CITY IN EFFECT AT THE TIME OF RECORDING OF ANY SUCH INSTRUMENT. COMMUNITIES PRIOR TO PLAT APPROVAL FOR THIS PROJECT,. THEN THE PROJECT SHALL 34. STREET TREES SHALL BE PROVIDED BY THE HOME BUILDER AT A RATE OF ONE TREE PER TOWNHOME COMPLY WITH THIS ADOPTED ORDINANCE. UNIT PRIOR TO CERTIFICATE OF OCCUPANCY FOR EACH BUILDING. AT LEAST HALF OF THESE STREET 6. A MASTER HOMEOWNERS ASSOCIATION WILL BE CREATED FOR MAINTENANCE AND TREES SHALL BE SHADE TREES WITH A MINIMUM OF 2" DBH AND 10' TALL AT INSTALLATION. THE MANAGEMENT OF ALL COMMON AREAS (TRACTS 'A'-'E') AND FACILITIES UNLESS OTHERWISE 21. AN "OPTICOM" PRE-EMPTION DEVICE AS WELL AS A "KNOX PDX" WILL BE REQUIRED REMAINING STREET TREES SHALL BE UNDERSTORY TREES AS DEFINED IN THE LAND DEVELOPMENT NOTED AND SHALL COMPLY WITH ALL CITY ORDINANCES IN EFFECT AT THE TIME OF FOR BOTH ENTRANCE GATES. CODE. INSTRUMENT RECORD ING. 22. ALL DECLARATIONS OF COVENANTS AND RESTRICTIONS AFFECTING THE PROPERTY SHALL 35. THE PLAN SHOWS AVAILABLE PAD SIZE FOR REFERENCE ONLY. FOR EACH INDIVIDUAL LOT, THE 1. ALL ROADS WILL BE PRIVATELY MAINTAINED BY THE HOMEOWNERS ASSOCIATION UNLESS INCLUDE THE FOLLOWING PROVISIONS: BUILDINGS SHALL NOT EXCEED 10%o LOT COVERAGE AND THE TOTAL OF ALL IMPERVIOUS SURFACES OTHERWISE NOTED. SHALL NOT EXCEED 1596 LOT COVERAGE. A. PROVISION ALLOWING THE CITY TO LEVY, COLLECT, AND ENFORCE ASSESSMENTS FOR 8. FINAL STREET NAMING WILL BE COORDINATED THROUGH THE CITY BUILDING DEPARTMENT MAINTENANCE OF THE COMMON AREAS IFTHE ASSOCIATION FAILS TO DO SO OR FAILS 36. THE DECLARATIONS OF COVENANTS AND RESTRICTIONS SHALL INCLUDE LANGUAGE REQUIRING THAT AT TIME OF FINAL PLAT SUBMITTAL. TO MAINTAIN ASSESSMENTS AT A LEVEL ALLOWING FOR ADEQUATE MAINTENANCE. GARAGES MUST BE USED FOR PARKING CARS AND THAT PARKING WILL BE PROHIBITED ON THE PRIVATE STREETS, EXCEPT IN DESIGNATED OFF-STREET PARKING SPACES. 9. THE DEVELOPER SHALL CONSTRUCT APPROPRIATE CURB CUTS TO ENABLE THE CON- B. PROVISION GRANTING THE CITY THE RIGHT, BUT NOT THE OBLIGATION, TO MAINTAIN/ STRUCTION OF RAMPS AT ALL APPLICABLE RIGHT-OF-WAY INTERSECTIONS (AND OTHER REPAIR THE SWMS AND OBTAIN REIMBURSEMENT FROM THE ASSOCIATION OR FROM THE 31. THE DECLARATIONS OF COVENANTS AND RESTRICTIONS SHALL INCLUDE LANGUAGE REQUIRING THAT AREAS AS REASONABLY REQUIRED) IN ORDER TO PROVIDE PHYSICALLY CHALLENGED DEVELOPER IF (1) TURNOVER OF CONTROL TO THE MEMBERS HAS NOT OCCURED, OR IF TRASH CANS ARE USED AT INDIVIDUAL UNITS, THEY SHALL. BE STORED IN THE GARAGE, BUT IF THEY PERSONS ACCESS TO SIDEWALKS AND STREETS. SIDEWALKS ABUTTING EACH PLATTED (2) IF THE DEVELOPER IS STILL RESPONSIBLE FOR MAINTENANCE OF THE 611,11'15. ARE STORED OUTSIDE THE GARAGE THEY WILL BE SCREENED FROM VIEW WITH A DECORATIVE FENCE LOT SHALL BE CONSTRUCTED AT THE TIME A UNIT IS CONSTRUCTED ON THE LOT. WHEN AND/OR LANDSCAPING. SIDEWALKS ARE CONSTRUCTED ON CORNER LOTS AT CERTAIN LOCATIONS, THE WALKS C. PROVISION PROVIDING THAT THE SWMS WILL BE TRANSFERRED TO A RESPONSIBLE WILL BE EXTENDED TO THE CURB AND THE APPROPRIATE RAMPS WILL THEN BE OPERATION/MAINTENANCE ENTITY ACCEPTABLE TO THE CITY IN THE EVENT OF 38. THE OCOEE COMMONS TOWNHOMES WILL COMPLY WITH ALL OF THE APPLICABLE STANDARDS IN CONSTRUCTED. SIDEWALKS ADJACENT TO COMMON AREAS SHALL BE CONSTRUCTED AT DISSOLUTION. IF DISSOLUTION OCCURS WITHOUT SUCH APPROVAL, THE CITY MAY CON- SECTION 6-15 OF THE CITY'S LAND DEVELOPMENT CODE (MULTI -FAMILY DEVELOPMENT STANDARDS). THE TIME OF PERMANENT CONSTRUCTION OF ADJACENT COMMON AREAS. TINUE TO LEVY AND COLLECT ASSESSMENTS AND IMPOSE LIENS WITH RESPECT THERETO, NOTWITHSTANDING THE DISSOLUTION OF THE ASSOCIATION. 3g. STORMWATER MANAGEMENT FOR THIS DEVELOPMENT WILL BE CONTAINED IN TWO DRY RETENTION 10. IF ANY LIFT STATIONS ARE REQUIRED ON THE PROPERTY, THEY WILL BE CONVEYED TO PONDS, TRACTS 'G2' AND 'P', OF THE OCOEE COMMONS PUD. THESE PONDS WILL BE CONSTRUCTED THE CITY AT THE TIME OF PLATTING. ALL SUCH LIFT STATIONS SHALL BE FENCED WITH D. PROVISION THAT THE ASSOCIATION SHALL AT ALL TIMES BE IN GOOD STANDING WITH THE AND APPROVED BY THE CITY OF OCOEE PRIOR TO CONSTRUCTION OF THIS PROJECT. _ BLACK AN SHALL BE POSTS AN RAILS PAINTED BL p L BLACK VINYL CHAIN LINK FENCE WITH PO D P FLORIDA SECRETARY OF STATE. . SET SACK NO LESS THAN 25' FROM ANY STREET. SUCH LEFT STATIONS SHALL ALSD BE <= 40. CONSTRUCTION OF THE ACCESS ROADWAY ALONG THE WESTERN PROPERTY BOUNDARY BY THE MASTER SCREENED WITH HEDGE -TYPE SHRUBBERY SUCH AS VIBURNUM OR LIGUSTRUM. E. PROVISION THAT AT THE TIME OF TURNOVER OF CONTROL OF THE ASSOCIATION TO THE DEVELOPER WILL BE COMPLETED PRIOR TO ISSUANCE OF A CERTIFICATE OF OCCUPANCY FOR THE MEMBERS, THE DECLARANT SHALL DELIVER TO THE BOARD OF DIRECTORS THE MANNTAN- FIRST TOWNHOME UNIT. MAINTENANCE WILL BE PERFORMED THROUGH AN EASEMENT AGREEMENT II. ALL UNDERGROUND UTILITIES SHALL COMPLY WITH ORDINANCE NO. 95-11 WHICH REQUIRES ANCE PLAN FOR THE SWMS ACCOMPANIED BY AN ENGINEER'S CERTIFICATION THAT THE '>..>..: BETWEEN THE PROPERTY OWNERS ALONG THE ROADWAY. _ MORE THAN O ACED BACK OFF THE STREET NO RE PEDESTAL MOUNTED UTILITY BOXES T BE PLACED SWMS IS FUNCTIONING IN ACCORDANCE WITH ALL APPROVED PLANS AND PERMITS. TO THE 5' FORWARD OF THE FRONT BUILDING SETBACK LINE. EXTENT THAT ANY SUCH ENGINEER'S REPORT INDICATES ANY CORRECTIVE ACTION IS 41. THE LANDSCAPE BUFFER TRACTS ALONG THE FUTURE LOCAL STREET SHALL HAVE, AT A MINIMUM, SHADE REQUIRED, THE DECLARANT SHALL BE REQUIRED TO DILIGENTLY UNDERTAKE SUCH TREES PLANTED EVERY 30 FEET AND SHRU585 PLANTED ALONG AT LEAST 2511a. OF THE LENGTH OF 12. SECURITY LIGHTING FOR INTERNAL STREETS, PARKING AREAS, DEVELOPMENT ENTRANCES, CORRECTIVE ACTION AT THE DECLARANT'S EXPENSE AND TO POST A CASH BOND WITH THE WALL. THE BUFFER WALL SHALL BE CONSTRUCTED AT LEAST 5 FEET BACK FROM THE ROAD POOL/PAVILION/RESTROOM AREA AND KIOSK AREA SHALL BE INSTALLED BY THE THE ASSOCIATION FOR THE ESTIMATED COSTS OF SUCH CORRECTIVE ACTION. RIGHT-OF-WAY LINE. DEVELOPER AT THE DEVELOPER'S SOLE COST AND EXPENSE PRIOR TO A CERTIFICATE OF COMPLETION BEING ISSUED. THE COST OF OPERATIONS WILL BE ASSUMED BY THE F. PROVISION THAT NO PROPERTY OWNED BY THE CITY OR A314Y OTHER GOVERNMENTAL 42. IF ANY FENCE ENCLOSURES ARE CONSTRUCTED IN THE REAR YARD OF ANY UNIT, THERE WILL BE A DEVELOPER IN ACCORDANCE WITH ORDINANCE NO. 95-11. ENTITY SHALL BE SUBJECT TO ASSESSMENTS LEVIED BY THE ASSOCIATION. GATE OPENING INTO AN OPEN SPACE BEHIND THE UNIT. 13. PURSUANT TO ORDINANCE NO. 2001-18, ALL SUBDIVISION S(GNAGE MUST BE CONSISTENT G. PROVISION THAT ANY AMENDMENT TO ANY PROVISION AFFECTING THE CITY REQUIRES THE 43. A MINIMUM UNOBSTRUCTED OPEN SPACE BUFFER OF 20 FEET SHALL BE PROVIDED BETWEEN ALL WITH THE LEGALLY ASSIGNED SUBDIVISION NAME. ANY SUBSEQUENT SUBDIVISION NAME CONSENT OF THE CITY IN AN INSTRUMENT RECORDED WITH THE AMENDMENT. BUILDINGS. CHANGE MUST BE APPROVED BY THE CITY COMMISSION. H. THE ARTICLES OF INCORPORATION AND BYLAWS OF THE ASSOCIATION SHALL BE 44. CONSTRUCTION OF A LEFT TURN LANE TO SERVE THE WESTERN ENTRANCE WILL BE COMPLETED PRIOR 14. EXCEPT WHERE OTHERWISE PROVIDED, THE DEVELOPMENT STANDARDS FOR R-3 ZONING CONSISTENT WITH THE FORGOING PROVISIONS. TO ISSUANCE OF A CERTIFICATE OF OCCUPANCY FOR THE FIRST TOWNHOME UNIT. WILL APPLY FOR THIS DEVELOPMENT. .. .. , 23. THE CITY OF OCOEE IS SUBJECT TO THE TERMS, PROVISIONS AND RESTRICTIONS OF FLORIDA 45. A MINIMUM 30 FOOT SEPARATION MUST BE MAINTAINED' WHEN THE REAR OF A UNIT FACES THE SIDE OF 15. ALL BUILDING PAD ELEVATIONS SHALL EXCEED THE 100 YEAR FLOOD' ELEVATION BY STATUTES CHAPTER 163 CONCERNING MORATORIA ON THE ISSUANCE OF BUILDING PERMITS AN ADJACENT UNIT. BECAUSE OF THIS REQUIREMENT, SCREENED ENCLOSURES WILL NOT BE PERMITTED A MINIMUM OF ONE FOOT. UNDER CERTAIN CIRCUMSTANCES. THE CITY HAS NO LAWFUL AUTHORITY TO EXEMPT ANY AT THE REAR OF UNITS, 66 AND 61 AS DESIGNATED ON THE SITE PLAN AND SUBDIVISION LOTTING PLAN. PRIVATE ENTITY, OR ITSELF, FROM THE APPLICATION OF SUCH STATE LEGISLATION AND NOTHING 16. NO UM ST S SHALL E TRASH PICKUP WILL BE PROVIDED FOR EACH INDIVIDUAL UNIT. D P ER L B HEREIN SHOULD BE CONSIDERED AS SUCH AS AN EXEMPT( ON. .::... ,,:.....:..::,:..::.::•.:::::. .:,.....:.::.::.::.:..::.:..:...:::.:,::..:.:..,..... " """''" UTILIZED FOR WASTE DISPOSAL. 24. 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. GENERAL SITE DATA 25. A COPY OF THE MASTER SUBDIVISION PLAN FOR THE ENTIRE OCOEE COMMONS PUD SHALL BE LEGAL DESCRIPTION AVAILABLE FOR REVIEW BY PROSPECTIVE BUYERS IN ALL SALES OFFICES. FAI An GROSS SITE AREA 14.44 ACRES COMMENCE AT THE SOUTHEAST CORNER OF SECTION 20, TOWNSHIP 22 SOUTH, 26. THE DEVELOPER SHALL COMPLY WITH ORDINANCE NO. 2001-19. RANGE 28 EASTt RUN THENCE NORTH 00021' 21" EAST ALONG THE EAST LINE Or - PROPOSED TRACT USE MULTI -FAMILY TOWNHOMES THE SOUTHEAST 1/4 OF SAID SECTION 20 A DISTANCE OF 66321 FEET TO THE POINT 21. ALL ACCESS RIGHTS TO PUBLIC ROADS AND THE PRIVATE ENTRANCE DRIVE ALONG THE WESTERN OF BEGINNINGt THENCE NORTH 89'09' 40" WEST A DISTANCE OF 332.18 FEETt TOTAL PROPOSED UNITS 91 BOUNDARY OF THE PROJECT FOR ALL RESIDENTIAL UNITS ADJACENT THERETO SHALL BE THENCE SOUTH 00°26' 01" WEST A DISTANCE OF 182.61 FEETt THENCE NORTH DEDICATED TO THE CITY. 89°23' 09" WEST A DISTANCE OF 13330 FEET± THENCE NORTH 120 46' 25" WEST GROSS DENSITY 6.12 DU/AC. A DISTANCE OF 62.96 FEET± THENCE NORTH 89° 23' 09" WEST A DISTANCE OF 28. RECREATION AMENITIES, INCLUDING A TOT LOT, POOL AND PAVILION ALL MEETING THE CITY'S LDC 231.51 FEET± THENCE NORTH 18°40' 01" WEST A DISTANCE OF 202.16 FEET± THENCE MAXIMUM BUILDING HEIGHT REQUIREMENTS SHALL BE PROVIDED WITHIN TRACT 'C'. NORTH 89°36' 50" WEST A DISTANCE OF 40.00 FEETt THENCE NORTH 00°23' 10" - TOWNHOUSE UNITS 35' (2 STORY) EAST A DISTANCE OF -IIB3 FEET TO A POINT OF CURVATURE ON A CURVE CONCAVE - RESTROOM/PAVILION 15' (1 STORY) 29. THE 6' BRICK WALL WITHIN TRACTS 'A' AND 'B' SHOWN HEREIN SHALL BE MAINTAINED BY THE SOUTHEASTERLY, HAVING A RADIUS OF 162.00 FEET, A CHORD BEARING OF NORTH - MAIL KIOSK 15' (1 STORY) PROPERTY ASSOCIATION, EXCEPT THAT ALL GRASS AND LANDSCAPING ON THE RESIDENTIAL 3003V 28' EAST, A CHORD DISTANCE OF 16333 FEET, RUN THENCE SIDE OF THE WALL SHALL BE MAINTAINED BY THE INDIVIDUAL LOT OWNERS. NORTHEASTERLY ALONG THE ARC OF SAID CURVE TH OUCH A C NT AN MAXIMUM BUILDING COVERAGE MINIMUM LIVING AREA BUFFER ZONE/GREENBELT AREA TOTAL IMPERVIOUS AREA I � 9j M FLI I Z NMI � I E Ly, I LTA FO � fo 2624% OF GROSS SITE AREA 1000 SQ. FT. 1.06 ACRES (136%) 8.19 ACRES TOTAL SPACES REQUIRED 223 (2.25 SPACES/UNIT) TOTAL SPACES PROVIDED 239 - INDIVIDUAL UNITS 198 - ON -STREET FOR UNITS 28 - ON -STREET FOR AMENITIES 13 AMENITIES REQUIRED 2 AMENITIES PROVIDED 2 (TOT LOT AND POOL) PASSIVE RECREATION AREA 0.86 ACRES ACTIVE RECREATION AREA 0.46 ACRES TOTAL RECREATION AREA 132 ACRES (9.14% OF TRACT AREA) ** *THIS AREA FALLS BELOW THE MAXIMUM OF 80% ALLOWABLE IMPERVIOUS AREA AS DESIGNED FOR IN THE MASTER STORMWATER PLAN FOR THE OCOEE COMMONS PUD. **THE MINIMUM 3096 USABLE OPEN SPACE REQUIREMENT FOR PUD DEVELOPMENTS IS MET IN OTHER AREAS OF THE OCOEE COMMONS p PUD, NAMELY IN TRACTS 'N' AND '0'. THESE ARE BOTH DESIGNATED AS CONSERVATION TRACTS AND AFFORD PASSIVE RECREATION OPPORTUNITES • • • :i o e ai - 1 0 0' of od; a oa 0 0 o o, , o, 1 at of 11c� ..-•��oo In-^�_ _+^�l I%% 000eoo o;ooO.o o; I;: la .�'. `���rl ,.oon-e 'd IBURFORD HOLLY: -J �- IND IAN HAWTHORN: 3 GAL, 3011 O C. 3 GAL, 3011 O.G. LIVE OAK STREET (T`1r P.) (TYP.) TREES: 4" CAL. (TYP.) NOTE: PLANT SELECTION MAY VARY DUE TO VARYING UNIT CONFIGURATIONS AND SUNLIGHT ORIENTATION$ TYPICAL UNIT LANDSCAPING SCALE: 1" _ 40' R E RAL GLE OF 60°32' 31", A DISTANCE OF 111.18 FEET TO A POINT OF CURVATURE ON A CURVE CONCAVE NORTHWESTERLY, HAVING A RADIUS OF 112.00 FEET, A CHORD BEARING OF NORTH 05014' 43" EAST, A CHORD DISTANCE OF 185DI FEET, RUN THENCE NORTHEASTERLY ALONG THE ARC OF SAID CURVE, THROUGH A CENTRAL ANGLE OF 111 °22' 08", A DISTANCE OF 211.10 FEETt THENCE NORTH 50 °26' 21" WEST A DISTANCE OF 55.00 FEET± THENCE NORTH 39°33' 39" EAST A DISTANCE OF 1851o1 FEET TO A POINT OF CURVATURE ON A CURVE CONCAVE SOUTHEASTERLY, HAVING A RADIUS OF 510.00 FEET, A CHORD BEARING OF NORTH 45°34' 39" EAST, A CHORD DISTANCE OF IISAS FEET, RUN THENCE NORTHEASTERLY ALONG THE ARC OF SAID CURVE, THROUGH A CENTRAL ANGLE OF 12 °02' 00", A DISTANCE OF 119.1I FEET± RUN THENCE NORTH 51 °35' 39" EAST A DISTANCE OF 183.93 FEET TO A POINT OF CURVATURE ON A CURVE CONCAVE NORTHWESTERLY, HAVING A RADIUS OF 430.00 FEET, A CHORD BEARING OF NORTH 46 °21' 50" EAST, A CHORD DISTANCE OF 16.90 FEET, RUN THENCE NORTHEASTERLY ALONG THE ARC OF SAID CURVE, THROUGH A CENTRAL ANGLE OF 10°15' 39", A DISTANCE OF 11-01 FEET TO A POINT OF CURVATURE ON A CURVE CONCAVE SOUTHEASTERLY, HAVING A RADIUS OF 25.00 FEET, A CHORD BEARING OF NORTH 61021' 41" EAST, A CHORD DISTANCE OF 21.S4 FEET, RUN THENCE NORTHEASTERLY ALONG THE ARC OF SAID CURVE, THROUGH A CENTRAL ANGLE OF 52 °03' 21 ", A DISTANCE OF 22.11 FEET TO A POINT OF CURVATURE ON A CURVE CONCAVE NORTHWESTERLY, HAVING A RADIUS OF 18.00 FEET, A CHORD BEARING OF NORTH 11°36' 26" EAST, A CHORD DISTANCE OF 4234 FEET, RUN THENCE NORTHEASTERLY ALONG THE ARC OF SAID CURVE, THROUGH A CENTRAL ANGLE OF 31029' 50", A DISTANCE OF 42.88 FEET TO A POINT OF CURVATURE ON A CURVE CONCAVE SOUTHWESTERLY, HAVING A RADIUS OF 25.00 FEET, A CHORD BEARING OF SOUTH 89'14' 44" EAST, A CHORD DISTANCE OF 24.14 FEET, RUN THENCE SOUTHEASTERLY ALONG THE ARC OF SAID CURVE, THROUGH A CENTRAL ANGLE OF 51043' 31", A DISTANCE OF 25.19 FEET± THENCE SOUTH 60°22' S9" EAST A DISTANCE OF 322.10 FEET TO A POINT OF CURVATURE ON A CURVE CONCAVE SOUTHWESTERLY, HAVING A RADIUS OF 340.00 FEET, A CHORD'• BEARING -'OF -SOUTH" 29951' 41" EAST, A CHORD DISTANCE OF 34431 FEET, RUN THENCE SOUTHEASTERLY ALONG THE ARC OF SAID CURVE, THROUGH A CENTRAL ANGLE OF 60'50' 24% A DISTANCE OF 361.03 FEET TO THE EAST LINE OF THE SOUTHEAST 1/4 OF SAID SECTION 201 THENCE SOUTH 00°21' 21" WEST ALONG THE EAST LINE OF THE SOUTHEAST 1/4 OF SAID SECTION 20 A DISTANCE OF 269.90 FEET TO THE POINT OF BEGINNING. CONTAINS 628892 SQUARE FEET OR 14.4314 ACRES MORE OR LESS. APPROVED : _ FUA REGISTRATION DATE : I� 0 0 M � � O O _ PI N N Z E E E O - 0 0 a cn U U U a a a LLi S 3 ol a-�z �_ 00 00 r- a_ O Q = i/i O N p) O N N DO Jv ¢ C) O °+ w cL CL 04 Q J N xcnQ O wOZZw• >- .2LoE =¢� o Z s C) OEODo� c oo:� rn 00 = tnEn5 0-NE :3 a) col¢c www NOE Z Z s ui ZJV) 3 m�..U3 w(3-C9 Z 4) W a 0 H Q � v v AES ONW. USR: PROJECT / RLE NO. 5066.001 DRAWING NO. PSP-7 DATE DRAWN: $ OF 3 0-10-05H.$ , ITEM NUMBER IV. C Towns of Westyn Bay Project # LS-03-001 Final Subdivision Plan Mavor S. Scott Vandergrift Acting City Manager V. Eugene Williford STAFF REPORT DATE: April 9, 2004 Commissioners Danny Howell, District 1 Scott Anderson, District; 2 Rusty Johnson, District. ;3 Nancv J. Parker, District 4 TO: The Planning and Zoning Commission FROM: Robert Lewis, AICP, Planning Manager. THROUGH: Russ Wagner, AICP, Community Development Director pltpl SUBJECT: Towns of Westyn Bay PUD Final Subdivision Plan Project # LS-03-005 ISSUE: Should the Planning and Zoning Commission recommend approval of the Final Subdivision Plan for the Towns of Westyn Bay PUD? BACKGROUND: The Towns of Westyn Bay PUD includes about 18.3 acres and is located on the north side of Ocoee Crown Point Parkway, west of its intersection with Ocoee Apopka Road. The property was part of the Westyn Bay Preliminary Subdivision Plan, designated as a future multi -family development with R-3 zoning. The property is currently occupied by an old orange grove. The owner intends to develop the property as a private, gated townhome community with fee simple ownership of the units. The PUD Land Use Plan and Preliminary Subdivision Plan were approved last fall. The Towns of Westyn Bay property is bounded to the west and north by the Westyn Bay single family subdivision and the Vinyards subdivision, both with R-1-AA zoning. It is bounded to the east by Ocoee Apopka Road and the area across that road is currently undeveloped with R-1-A zoning. The area to the south, on the south side of Ocoee Crown Point Road, is the Westyn Bay commercial area (currently undeveloped) with C-3 zoning. DISCUSSION: The Towns of Westyn Bay includes a total of 172 townhome units, with a density of 9.38 units per acre. The Towns of Westyn Bay is a gated community, like the single family portion of Westyn Bay, and will be part of the Westyn Bay master homeowners' association. Recreation facilities for the residents are provided within the project itself, but meeting space will be shared at the main recreation complex for the Westyn Bay subdivision. City of Ocoee - 150 N Lakeshore Drive - Ocoee, Florida 34761 phone: (407) 905-3100 - fax: (407) 656-8504 - NNivw.ci.ocoee.fl.us April 9, 2004 Planning & Zoning Commission Page 2 of 2 There is one entrance point into the Towns of Westyn Bay from Ocoee Crown Point Parkway, across from one of the entrances to the commercial property. There is also a pedestrian connection through a gate to Westyn Bay Boulevard, allowing pedestrian access between the townhomes and the rest of the Westyn Bay community. A 6' buffer wall with landscaping is provided between the townhomes and the two adjacent single family subdivisions. The 6' buffer wall and landscaping to be built along Ocoee Apopka Road and Ocoee Crown Point Parkway will match the wall and landscaping that have been provided for the rest of Westyn Bay. However, it will also meet the City's recently upgraded landscaping provisions related to size and amount of plant materials for multi -family developments. Ocoee Crown Point Parkway was designed as a four lane road with left and right turn lanes into each of the adjacent developments. When Ocoee Crown Point Parkway was constructed for the first phases of the Westyn Bay single family subdivision, only the two outer lanes and minimal turn lanes were constructed. However, the two interior lanes and all necessary turn lanes for this project will be constructed before any residents move into the Towns of Westyn Bay subdivision. DEVELOPMENT REVIEW COMMITTEE RECOMMENDATION: The Final Subdivision Plan for the Towns of Westyn Bay PUD was reviewed by the Development Review Committee (DRC) on April 5, 2004. There were a few minor issues to be addressed from the City Attorney and from the Planning Division that were identified in written staff comments. All of the issues were discussed and a few minor changes to the Plan were agreed upon. The discussion included a condition related to street light poles and fixtures. When the discussion was finished, the Committee voted unanimously to recommend approval of the Final Subdivision Plan, subject to making the changes agreed upon at the DRC meeting, including using promenade style light poles with black shielded fixtures, submitting a street lighting plan to Staff for approval and installing all street lights prior to issuing the Certificate of Completion. The plans have now been revised to address the issues that were discussed at the DRC meeting. However, there is an inconsistency between the plans prepared by the project engineer and the plans prepared by the project's landscape architect, specifically regarding the location of the buffer wall along Ocoee Crown Point Parkway. To resolve this inconsistency, the location of the buffer wall as shown on the plans prepared by the project engineer needs to be revised to match the location of the buffer wall as shown on the plans prepared by the project's landscape architect. STAFF RECOMMENDATION: Based on the recommendation of the DRC, Staff respectfully recommends that the Planning and Zoning Commission recommend approval of the Final Subdivision Plan for the Towns of Westyn Bay PUD, as date stamped received by the City on April 7, 2004, subject to using promenade style light poles with black shielded fixtures, submitting a street lighting plan to Staff for approval and installing all street lights prior to issuing the Certificate of Completion and subject to revising the location of the buffer wall on the engineering plan sheets prior to the pre -construction meeting. Attachments: Towns of Westyn Bay PUD, Final Subdivision Plan, date stamped April 7, 2004 O:\Staff Reports\2004\SR04024 P&Z.doc .�go] z k I CITY OF OCOEE, FLORIDA VIEST GROVES VENTU.RE, LLLF c/o L.H. WEST, LLC DESCRIPTION.• A PARCEL OF LAND LYING /N SECTION 6, TOWNSHIP 22 SOUTH, RANGE 28 EAST, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS. COMMENCEAT THE SOUTHEAST CORNER OF THE NORTHWEST 114 OF SECTION 6, TOWNSHIP 22 SOUTH, RANGE 28 EAST,- THENCE RUN S86-3840-WALONG THE SOUTH LINE OF SAID NORTHWEST 114, 649.91 FEET TO A POINT ON THE WESTERLY RIGHT OF WAYLINE OF COUNTYROAD 437; THENCE RUN N28017'18"EALONG SAID WESTERLYR/GHT OF WAYLINE, 450.77 FEET TO THE POINT OF BEGINNING, THENCE CONTINUE N2801718"E, ALONG SAID WESTERLY RIGHT OF WAYLINE, 363.58 FEET, • THENCE DEPARTING SAID RIGHT-OF-WAYLINE RUN S8702823"W, 359.74 FEET, • THENCE RUN NO1-21'57"E, 585.48 FEET TO THE SOUTH LINE OF LOTS 114 THROUGH 123, WESTYN BAY- PHASE 1 ACCORDING TO THE PLAT THEREOFAS RECORDED IN PLAT BOOK 54, PAGE 29 OF THE ORANGE COUNTYPUBL/C RECORDS, THENCE RUN S87°2822"W, ALONG SAID SOUTH LINE, 764.53 FEET TO THE EASTERLYLINE OF LOTS 104 THROUGH 107AND LOTS 110 THROUGH 112, WESTYN BAY- PHASE 1, THENCE RUN THE FOLLOWING THREE COURSESAND OWNER/APPLICANT WEST GROVES VENTURE, LLLP 423 S. KELLER ROAD, SUITE 210 ORLANDO, FLORIDA 32810 (407) 667-8989 PROGRESS ENERGY 3250 BONNETT CREEK ROAD LAKE BUENA VISTA, FLORIDA (407) 827-1250 DISTANCESALONG SAID EASTERLYL/NE: S02°27'16"E, 45.78 FEET, • S21 °56'47"W, 401.36 FEET, • THENCE RUN S4702933"W, 226.67 FEET TO THE EAST RIGHT OF WAYLINE OF WESTYN BAY BOULEVARD; THENCE RUN S35009'18"E, ALONG SAID EAST LINE, 255.37 FEET TO THE NORTH LINE OF TRACT B, WESTYN BAY- PHASE 1; THENCE RUN S77005'10"E, ALONG SAID NORTH LINE, 124.78 FEET TO THE NORTH RIGHT OF WAYLINEOF OCOEE CROWN POINT PARKWAY, SAID LINE BEING A NON -TANGENT CURVE CONCAVE SOUTHERLY THENCE RUN EASTERLYALONG SAID RIGHT OF WAYL/NEAND CURVE HAVING A RADIUS OF 760.00 FEET, A CENTRAL ANGLE OF 3903343", AND ARC LENGTH OF 524.77 FEET, A CHORD BEARING OF N85030'02"EANDA CHORD DISTANCE OF 514.41 FEET; THENCE RUN S74043'06"E, CONTINUING ALONG SAID NORTH RIGHT OF WAY LINE, 428.51 FEET TO A CURVE CONCAVE TO THE NORTH, THENCE RUN NORTHEASTERLYALONG SAID CURVE HAVING A CENTRAL ANGLE OF 76"5936", A RADIUS OF 50.00 FEET, ANARC LENGTH OF 67.19 FEET, A CHORD BEARING OF N66047'06"EANDA CHORD DISTANCE OF 62.25 FEET TO THE POINT OF BEGINNING. THEABOVE DESCRIBED PARCEL OF LAND CONTAINS 18.335ACRES MORE OR LESS. ENGINEER SURVEYOR GTC ENGINEERING, CORPORATION SEARS SURVEYING COMPANY 98 SOUTH SEMORAN BOULVARD 315 N. FERNCREEK AVENUE ORLANDO, FLORIDA 32807 ORLANDO, FLORIDA (407) 380-0402 (407) 897-6220 BRIGHTHOUSE WATER 911 STATE ROAD 434 NORTH ORANGE COUNTY UTILITIES ALTAMONTE SPRINGS, FLORIDA 32714 UTILITIES -WATER, STE. A (407) 291-2500 8100 PRESIDENTS DRIVE ORLANDO, FLORIDA 32809 (407) 836-6800 SPRINT 850 EAST ALTAMONTE DRIVE ALTAMONTE SPRINGS, FLORIDA 32701 (800) 877-4646 WASTEWATER ORANGE COUNTY UTILITIES PUBLIC WORKS COMPLEX BUILDING 1 4200 JOHN YOUNG PARKWAY ORLANDO, FLORIDA 32839 (407) 836-7950 The Engineer certifies that all roadways were designed to the applicable standards, as set forth by the City of Ocoee and the latest edition of the Florida Department of Transportation Manual of Uniform Standards for Design, Construction, and Maintenance for Streets and Highways. SHEET NO. DESCRIPTION 1 COVER SHEET 2 GENERALNOTES 2A CONDITIONS OF APPROVAL 3 OVERALL SUBDIVISION PLAN 4 LOT & BLOCK GRADING PLAN 5-9 PLAN & PROFILES 10 PAVING AND DRAINAGE DETAILS 11 WATER DETAILS 12 SANITARY SEWER DETAILS 13 REUSE WATER DETAILS L1- L6 LANDSCAPE PLANS 11-14 IRRIGATION PLANS H1-H2 HARDSCAPE PLANS S1 SURVEY 1. WATER SYSTEM a. Actual lengths of pipe between branches and valves in the run. b. Locate with measurements from permanent visible objects all fittings/accessories not visible from the surface (two ties minimum). C. List the depths of the lines at all valves, fittings, and fire hydrants. 2. SANITARY SEWER a. Top elevation of each manhole frame and cover. b. Invert of each line entering and leaving each manhole/structure. C. Length of each run of main between manholes (center to center). d. Actual grade of pipe between manholes. e. Locate all service wyes from downstream manhole with depth at lot line, and distance from the main line. Depth to be based on right-of-way design grade. 3. STORM DRAINAGE a. Top elevation of each mahhots,,*-ale and cover/grate, and all other structures (headwalls, control structures, etc.). b. Invert elevation of each line entering and leaving each structure, including underdrain pipes. C. Inverts of all mitered end sections. d. Actual grade of the pipe between the structures. e. Pond top of bank shots. SITE LOCATION fY i i S , t i 3 i j t APR 7 2004 L l GTC EngineerineCor oration .� 98 South Semoran Blvd, Orlando, FL 32807 407-380-0402 July 2003 JOB NUMBER HBL-9 SHEET 1 of 13 H8L9C0V.DGN 1. All construction is to conform with City of Ocoee standards and specifications, unless otherwise waived by the County Engineer. 2. The Engineer certifies that all roadways were designed to the applicable standards, as set forth by City of Ocoee and the latest edition of the Florida Department of Transportation Manual of Uniform Standards for Design, Construction, and Maintenance for Streets and Highways. 3. The Contractor shall coordinate all work within existing road right-of-ways with City of Ocoee and the Florida Department of Transportation. 4. It will be the responsibility of the Contractor to get the necessary Right -of -Way Permit(s) and provide for the safety and control of local traffic during construction. 5. The Contractor shall be extremely cautious when working near trees that are to be saved, whether shown in the plans or designated in the field. 6. The Contractor shall be responsible for locating and verifying (horizontally and vertically) all existing utilities before construction, and for notifying the various utility companies to arrange for any relocation, temporary disruption of service, or clarification of activity regarding said utility. The contractor shall exercise caution when crossing an underground utility, whether shown in these plans or field located. All utilities which interfere with the proposed construction shall be relocated by the respective utility companies and the Contractor shall cooperate with them during relocation operations. Any delay or inconvenience of the various utilities shall be incidental to the contract and no extra compensation will be allowed. 7. The locations of all existing utilities, facilities, and any other features shown on these plans have been determined from the best available information and are provided for the convenience of the Contractor. The Engineer does not guarantee the accuracy or the completeness of the location information provided. Any inaccuracy or omission in such information shall not relieve the Contractor of his responsibility to protect such existing features from damage or unscheduled interruption of service. Should a discrepancy arise between these plans and actual field conditions which would appreciably affect the execution of these plans, the Contractor will halt construction and notify the Engineer immediately. 8. The Contractor shall be responsible for meeting all inspection criteria and schedules, and for signing for said inspections. 9. Water and wastewater service shall be provided by Orange County. The water distribution system and wastewater collection system shall be installed by the Contractor and shall conform with Orange County Manual of Standards and Specifications for Wastewater and Water Main Construction. 10. The electrical distribution system is to be designed and installed by the electrical power utility. The Contractor will coordinate scheduling with the electrical power utility to ensure proper construction phasing, and to allow the utility to install street crossings and other required sleeves. 11. Completely sod detention ponds to two (2) feet below normal water level. 12. The Contractor shall not excavate, remove, or otherwise disturb any material, structure, or part of a structure which is located outside the lines, grades or grading sections established for this project, except where such excavation or removal is provided for in the contract, plans or specifications. 13. All work and all materials furnished shall conform with the lines, grades, grading sections, cross sections, dimensions, material requirement, and testing requirements specified in the contract, plans or specifications. 14. Prior to commencing work, the Contractor shall furnish, erect, and maintain all barricades, warning ;signs, and markings for hazards and the control of traffic, in conformity with the Manual of Uniform Traffic Control Devices for Streets and Highways or as directed by the City of Ocoee Traffic Engineer, to effectively prevent accidents in all places where the work causes obstruction to traffic or constitutes in any way a hazard to the public. 15. All ductile iron pipe and fittings shall have an interior protective seal coat (30 mil thick) of coal tar epoxy in accordance with ANSI/AWWA A21.51/C151. 16. Compact all utility trenches within the top two (2) feet of the roadways to 98% of the Modified Proctor Maximum Density, and to 95% within other areas. 17. After the roadway has been constructed to subgrade, it shall be proof -rolled to assure that proper compaction has been attained. The proof -rolling and compaction operations shall be inspected and tested by a Florida licensed Soils Engineer to assure that the specified compaction is maintained and all deleterious materials have been removed. 18. In areas which require fill material, the Contractor will strip or otherwise remove all vegetation such as brush, heavy sods, heavy growth of grass, decayed vegetable matter, rubbish, and any other deleterious material before the embankment is started. Immediately prior to the placing of fill materials, the entire area being filled shall be scarified in a direction approximately parallel to the axis of fill. The Geotechnical Engineer shall approve the area prior to the placement of fill. 19. Telephone system will be designed and installed by telephone utility. The Contractor will coordinate scheduling with the telephone utility to ensure proper construction phasing, and to allow the utility to install street crossings and other required sleeves. 20. Install valve boxes with all valves. Valve boxes under pavement shall have traffic -bearing covers. 21. The Contractor shall be responsible for the maintenance of all landscape buffers, retention and detention facilities until the work has been accepted by the Owner. All disturbed areas shall be returned to their original condition. 22. The Contractor shall comply with all legal load restrictions in the hauling of materials in public roads beyond the limits of the work. A special permit will not relieve the Contractor of liability for the damage that may result from the moving of material and equipment. 23. The Contractor shall familiarize himself with the policies and guidelines established by City of Ocoee, Florida for the preservation of all public and private property. The Contractor shall be responsible for all damage or injury to property of any character during the execution of the work, resulting from any act, omission, neglect, or misconduct in his manner or method of executing the work, or at anytime due to defective work or materials. 24. Gravity sanitary sewer to be PVC S.D.R. 35 OR S.D.R. 26. 25. Force mains are to have a minimum of 36" of cover. Force mains shall be PVC AWWA C900 (minimum DR25). Metallic tape shall be placed over the main at depth of two (2) feet below the surface, and tied into valve boxes. 26. Fire protection shall be provided according to City of Ocoee Regulations. 27. The Contractor shall ensure that proper soil densities are achieved for placement of all headwall/ endwall footings, retaining wall footings, and in general, any footing support described on these plans. It will also be the responsibility of the Contractor to ensure that sufficient geotechnical testing has been performed prior to construction. 28. The F.D.O.T. Roadway and Traffic Design Standards (booklet dated January 1994) is to be used for drainage structures and pavement markings. 29. Water and Sewer: a. Water mains shall be laid to provide a minimum separation of 18 inches between the bottom of the water main and the top of the sewer pipe. Where water and gravity sanitary sewer mains cross with less than 18 inches vertical separation, or the sanitary sewer main is above the water main, the sanitary sewer shall be constructed of 20 feet of PVC pipe upgraded to water main standards, centered on the point of crossing, and pressure tested. If the conflict is caused by a storm sewer, the water main shall constructed of 20 feet of ductile iron pipe centered on the point point of crossing. Adequate structural support for both the water main and sewers shall be provided to prevent excessive deflection of joints and settling. b. When a water main parallels a gravity sanitary sewer main, a separation (measured edge to edge) of at least 10 feet shall be maintained. Where this separation is not met, one of the following must occur: (1). The water main is laid in a separate trench or on an undisturbed earth shelf located on one side of the sewer at such an elevation that the bottom of the water main is at least 18 inches above of the sewer. (2). If both sanitary sewer and potable water mains are proposed and the above 28b(1) is not met, the sanitary sewer pipes shall be upgraded to the DR-18 PVC and pressure tested. (3). If the sanitary sewer is existing and the potable water main is proposed, the water main shall, at a minimum, be upgraded to ductile iron pipe, constructed in separate trenches, laid at a higher elevation than the sanitary sewer, and utilize staggered joints. c. Where water mains parallel storm sewer pipes with less than 10 feet horizontal clearance, the water main shall be AWWA C150/C151 ductile iron in those locations. d. Reuse water mains shall maintain a five (5) foot (center to center) separation, or three (3) feet edge to edge, from potable water mains and storm sewer lines. This only applies to unrestricted access reuse water. e. Where ductile iron pipe is required for water mains, it shall conform to ANSI/AWWA A21.51. A minimum thickness of Class 50 per ANSI/AWWA shall be supplied. f. All water main fittings, valves, restraints, couplings, pipe, and in general those materials required for installing the water supply system, shall comply with minimum material standards, ratings and classifications established by the Orange County and AWWA Standards and Specifications. PVC water mains four (4) inches diameter or greater shall be AWWA C-900 (DR18) minimum. All PVC pipe greater than 12 inches must be in accordance with AWWA C-905. All water mains shall bear the NSF logo for approval for drinking water. g. Water main connections shall be made under the supervision of Orange County Public Utilities. All valves shall be operated by Orange County personnel only. Water mains are to be disinfected per ANSI/AWWA C651-92 and Orange County Public Utilities standards and specifications for wastewater and water main construction which includes a full diameter flush. All water mains shall be hydrostatically tested in accordance with the latest version of AWWA standards C600 for ductile iron pipe and C905 for PVC. h. All sanitary lines (either gravity or pressure systems), fittings, valves, restraints, couplings, pipe, and in general those materials required for installing the wastewater collection system shall comply with the minimum material standards, ratings and classifications established by Orange County Public Utilities Division. Metallic marking of utility lines shall comply with Orange County standards and specifications for wastewater and water main construction. Air release valves shall be installed in high points in the main only as designated on the plans, and shall be installed in vaults with traffic -bearing lids. Pressure testing of gravity sewer lines shall be in accordance with Orange County standards, and with the latest Uni-Bell low pressure air test standard. All force mains shall be hydrostatically tested with a minimum test pressure of 100 psi for two (2) hours. Pressure testing of force shall be comply with Orange County standards and specifications. 30. Mitered end sections are included in all stormwater pipe lengths. 31. All Reinforced Concrete Pipe (RCP) shall be minimum Class III. 32. It is the Contractor's responsibility to obtain a copy of the Geotechnical Engineer's report for this project from GTC Engineering Corporation and meet the Geotechnical Engineer's requirements for soil preparation on the site. The Contractor's Geotechnical Engineer shall certify all site, utility, and roadway compaction as well as underdrain and pavement construction to GTC Engineering Corporation. Geotechnical recommendations are not the responsibility of GTC Engineering Corporation. GTC Engineering Corporation has relied on the geotechnical report in the preparation of the plans. Any conflict between information within the report and these plans shall be reported to the Engineer and/or Owner. GTC Engineering Corporation assumes no responsibility for the correctness, completeness. or accuracy of the geotechnical information. 33. During construction, no direct discharge of water will be allowed to downstream receiving waters. The Contractor is responsible for water quality and shall route discharges in such a manner to adequately remove silt before runoff from the site. 34. For sign details, refer to the "Manual on Uniform Traffic Control Devices," published by the U.S. Department of Transportation, Federal Highway Administration - 1978 (ANSI D6.1- 1983). All signs to be single mounted according to F.D.O.T. Index No. 11862 (70 mph wind loading) and F.D.O.T. Index No. 17302. 35. Blue reflective pavement markers shall be placed in the center of the driving lane in front of all Fire Hydrants. 36. Erosion Control Notes a. Provide effective temporary and permanent erosion control following the requirements in Section 104 of the State of Florida Department of Transportation Standard Specifications for Road and Bridge Construction, 1992 Edition (FDOT Section 104). b. Control features, methods and conditions included in this contract include the following as indicated by X in blank: (1) X Coordinate construction of temporary erosion control features with permanent erosion control features. (2) _?L Control operation which result in water pollution (FDOT Section 104-3). (3) X Provide schedule for clearing and grubbing, earthwork operations and construction of permanent erosion control features and proposed use of temporary erosion control features (FDOT Section 104-5). (4) _ Limitation of exposure of erodible earth without temporary or permanent erosion control features is square feet (FDOT Section 104-6.1). (5) X Temporary grassing (FDOT Section 104-6.4.2). (6) X Temporary sod (FDOT Section 104-6.4.3). (7) X Temporary mulching (FDOT Section 104-6.4.4). (8) _ Sandbagging (FDOT Section 104-6.4.5). (9) _ Slope drains (FDOT Section 104-6.4.6). (10) _Sediment basins (FDOT Section 104-6.4.7). (11) -Artificial coverings (FDOT Section 104-6.4.8). (12) -Berms (FDOT Section 104-6.4.9). (13) X Baled hay or straw (FDOT Section 104-6.4.10). (14) X Temporary silt fences and staked silt barriers (FDOT Section 104-6.4.11). (15) X Floating silt barriers (FDOT Section 104-6.4.12). (16) X Remove temporary erosion control features (FDOT Section 104-6.5). (17) X Maintain permanent and temporary erosion control features (FDOT Section 104.7). (18) X This contract design has been approved by the OWNER and regulatory agencies having an interest in erosion control abatement. The design in its final form meets or exceeds minimum standards. All temporary erosion control features required during construction shall be constructed by the Contractor, and the cost thereof included in the Contract Sum as a regular obligation incidental to the work. c. The Contractor is to submit an erosion control plan to the City of Ocoee Engineer for approval prior to the preconstruction meeting for this project. d. During construction, the Contractor is to install a turbidity screen along areas abutting the conservation area. e. The Contractor is responsible for maintaining all erosion protection, especially along the wetland boundary during the entire construction process, including repairs, etc., to prevent any siltation from entering these areas, as well as any unsuitable discharges offsite or into the existing wetland. 37. Miscellaneous Engineer Notifications a. The Contractor shall provide the Engineer 48 hour advance notification for the following construction and inspection activities: (1) Sanitary sewer lamping, low pressure air testing, and T.V. Inspection. (2) Connections to existing systems. (3) Thrust block pours and restraint connections. (4) Storm drain tamping. (5) Inlet top pours (reinforcing steel check). (6) Water and force main pressure tests. (7) Bacteriological sampling. (8) Base observation and sounding. (9) Asphalt placement. (10) Pre -final inspection. (11) Final inspection. b. The Contractor shall keep DAILY "As -built" drawings employing the criteria shown on the Paving and Drainage, Sanitary and Water Detail sheets. Record all As-builts in waterproof RED ink. c. Before the start of construction, the Contractor shall prepare and submit to the Engineer a project construction schedule (Bar Graph) and update the schedule monthly. d. Any fuel storage areas shall have owner's prior approval and appropriate measures shall be taken to ensure protection of groundwater and soil resources. e. The Contractor shall coordinate all backfill operations with the Resident Geotechnical Engineer and submit test reports to the Engineer prior to beginning work on the next item of work. f. The Engineer reserves the right to require the Contractor to perform any action necessary to ensure that the improvements have been constructed in accordance with the plans and specifications. g. The Contractor shall provide GTC with a copy of the sanitary sewer T.V. results. 38. Although all existing utilities have been field verified, the Contractor shall field verify horizontal and vertical information for all connection points to existing utility systems, as well as the location and depth of all clusters of fittings and valves, before submittal of shop drawings. 39. Any sanitary sewer built for phasing of the project shall have a 10-foot stabilized access road over the line and be constructed to and including the next manhole with a 20-foot utility easement centered over the pipe and manhole. 40. Any discrepancy between the dimensions and measurements shown on the plans and the actual field conditions shall immediately be brought to the Engineer's attention. Failure to do so shall make the Contractor completely liable for whatever errors and/or problems that may subsequently arise. 41. It will be the responsibility of the Contractor(s) to ensure that all required permits are obtained and are in hand at the job site prior to the commencement of construction. Contractor shall abide by all conditions contained therein. Permits included (but not necessarily limited to) are: a. St. John's River Water Management District, Management and Storage of Surface Waters. b. FDEP water distribution and FDEP sewer collection. c. Local right-of-way use. d. Local underground utilities. 42. The Contractor shall stake all improvements using the plat. Contractor shall confirm with American Surveying And Mapping, Inc. (Phone 407-539-2274) that the plat is current prior to construction. It is the sole responsibility of the contractor to completely stake and check all improvements to ensure adequate positioning , both horizontal and vertical, including minimum building setbacks, before the installation of any improvement. 43. The 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 the Contractor's expense. 44. The Contractor is responsible for grading all pavement areas to drain positively. Intersections shall be transitioned to provide smooth driving surfaces while maintaining positive drainage. Should areas of poor drainage be observed, the Contractor shall notify the Engineer prior to paving so that recommendations for correction may be made. 45. The quantities and lengths of materials shown on plans should be verified by the Contractor. Any discrepancy between callouts and actual shown in plan view is to be brought to the Engineer's attention by the Contractor prior to bidding. It is the Engineer's intention to build what is shown on the construction plans. 46. The Contractor is to maintain weekly monitoring reports per general conditions of N.P.D.E.S. General Permit. 47. Record Drawing: At the end of construction, the Contractor shall provide one (1) set of drawings showing ALL CHANGES marked in waterproof red with the following Contractor Certification executed on EACH SHEET: The Contractor hereby certifies to the OWNER that improvements covered by this drawing and the related details have been constructed as indicated or as modified by the notes and graphics shown. Absent a note or graphic to the contrary, the improvements have been constructed meeting industry standard tolerances. Signed: Date: Authorized Contractor's Representative 48. The Lift Station Tract has been dedicated to Orange County. 48. All storm water pipe joints will be wrapped with filter fabric in accordance with FDOT Index 280. 49. The existing overhead power lines running across the site, and any easements for electrical service will be removed and vacated, respectively, prior to issuing a Certificate of Completion for the subdivision improvements. 50. Fire Hydrants shall be painted yellow per Ocoee City Code_ 51. EMERGENCY WASTEWATER SPILL AND WATERMAIN BREAK PROCEDURES a1. Excavate Cautiously The contractor shall exercise extreme caution when excavating in proximity of wastewater gravity sewers. Sewer locations shown on plans are not exact or guaranteed. Contractor is responsible for field verifying existing utility locations. a2. Telephone Notification The Orange County dispatch operator shall be notified immediately in the event of a gravity sewer or water main break or damage at 407-836-2777. a3. Repair Immediately All damage to Orange County Public Utilities sewer mains or water mains shall be repaired immediately by the contractor at the contractor's expense. If the repair is not made in a timely manner, as determined by the Orange County Utilities Inspector, the County may perform repairs and the contractor will be charged for repairs. a4. Orange County Public Utilities Department General Telephone Numbers: Orange County Utilities Construction Inspection Section - 407-836-7274 Orange County Utilities Water Department - 407-836-6800 Orange County Utilities Wastewater Department- 407-836-6845 Orange County Utilities Engineering Division - 407-836-7000 a6. Advance Notification of Construction The contractor shall notify the Orange County Utilities Construction Department (407-836-7274) 48 hours prior to any utilities construction. a7. Advance Notification of Pending Connection The Orange County Water Department (407-836-6800) and Wastewater Department (407-836-6845) shall be notified at least (7) days in advance to schedule main tie-ins and valve operations. a8.Operation of Valves Water, wastewater, and reuse valves are to be operated only by Orange County Public Utilities Inspector (407-836-7274). All valves being installed are to remain closed during construction. HBONOTE.00N CONDITIONS OF APPROVAL 1. The project will be developed in one phase. 2. All common areas will be owned and maintained by the homeowner's association. 3. Water and sewer service will be provided by Orange County. At the time of platting, easements will be placed over service lines and dedicated to Orange County. 4. Reclaimed water will be used for irrigation purposes. 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 homeowner's association. 5. The project site contains no conservation areas 6. The project site contains no lands that lie within the 100 yr. flood prone area. 7. Roadways will be private and owned/maintained by the homeowner's association. 8. The stormwater system will be designed in conformance with the City of Ocoee and SJRWMD standards. All ponds and conveyance systems will be owned and maintained by the homeowner's association. Ponds will be unfenced. Side slopes will adhere to the City of Ocoee Land Development Code. 9. The project will be gated. Gates will be equipped with the opticom system for access by emergency vehicles. 10. A tree survey will not be required for this project. 11. Topography is based upon a survey provided by Sears Surveying. 12. Soils information is provided by the Orange County SCS. 13. The entire Property is subject to the terms and conditions of that certain Development Agreement dates June 5, 2001 recorded in Official Records Book 6289, Page 4193, Public Records of Orange County, Florida. 14. Each fire hydrant shall be OSHA yellow in color and blue reflective marker shall be affixed to the street in the center of the lane closest to the hydrant. 15. The project is a private community with a mandatory homeowners association owning and maintaining the private streets and drainage facilities. Prior to, or at the time of platting, an easement will be granted to all utility suppliers for ingress and egress over the private street tracts for access and maintenance of their utilities and to the City of Ocoee law enforcement and emergency personnel for ingress and egress to the property. 16. All landscape areas will be irrigated and have an automatic rain sensor. 17. Short-term rentals (rental term less the 6 months) shall be prohibited. This restriction shall be incorporated into the homeowner's association documents and shall also be enforced by the City. 18. The deed restrictions for the subdivision will include language requiring that garages must be used for parking cars and that parking will be prohibited on the private streets, except in designated off-street parking spaces. 19. No RV or boat parking will be provided within the subdivision. 20. Open space between townhome units, which is not part of an individual lot, shall be owned and maintained by the homeowners association. 21. All on -site utilities including electrical, cable TV and telephone shall be placed below ground. 22. All tracts, which are to be conveyed and maintained by the homeowners association, shall be conveyed to the homeowners association by plat. 23. Except as specifically noted on this plan, development of this property shall be consistent with the requirements of the City of Ocoee Code. 24. 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 should be considered as such an exemption. 25. There shall be no access from the project to any public roads except at the approved locations shown on the plan. 26. Any damage caused to any public road as a result of the construction activities related to the project, shall be promptly be repaired by the Developer to the applicable government standards at the Developer's sole cost and expense. 27. A homeowners association will be created for maintenance and management of all common areas and facilities, unless otherwise noted. 28. The Towns of Westyn Bay will be a sub -association of the Westyn Bay Master Homeowners Association. The Westyn Bay recreation center and all of its facilities will be available for use by the residents of the Towns of Westyn Bay. On -site recreation areas within the Towns of Westyn Bay will be for the exclusive use of the residents of that community. 29. Pursuant to Ordinance No. 2001-18 all subdivision signage must be consistent with the legally assigned name of the subdivision. Any subsequent change to the name of the subdivision must be approved by the City Commission. 30. All building setbacks from all retention areas shall be 15 feet from top of bank. 31. The development will comply with Section 6-15 of the Ocoee Land Development Code. Where discrepancies occur between the PUD Land Use Plan and Section 6-15 of the LDC, the PUD Land Use Plan shall prevail. 32. Intentionally Deleted 33. In the event gates are installed on the private roads the gates and subdivisions shall comply with Article Vlll, Chapter 34 of the Orange County Code for gated communities as well as the amendments to that Article that may be enacted prior to the approval of the Preliminary Subdivision Plan. All references in said County Code Chapter to the "County" shall be deemed to refer to the "City" for purposes of this requirement. 34. Not withstanding the conveyance of the storm water retention pond to the homeowners 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 entire SWMS for the project is constructed and appropriate certificates of completion issued by both the City and SJRWMD, (ii) the stormwater retention ponds intended to be conveyed to the home owners association have in fact been conveyed to the homeowners association, (iii) the homeowners association is designated as the maintenance entity on the records of the SJRWMD and all transfer 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 maintenance plan with respect to the SWMS, and (v) the City has been provided with a written statement from the homeowners association acknowledging receipt of the Developer's proposed maintenance plan with respect to the SWMS and that the homeowners association is responsible for maintenance of the SWMS. 35. The Declaration of Covenants, Conditions and Restrictions for the subdivision (the "Declaration") shall contain a provision allowing the City of Ocoee the opportunity to levy, collect and enforce assessments for maintenance of the common areas should the homeowners association fail to do so or should the homeowners association fail to collect assessments at a level allowing for adequate maintenance of the common areas. These rights will be consistent with and limited to rights granted with Article Vill, Chapter 34 of the Orange County Code. 36. The Declaration shall to contain a provision granting the City of Ocoee the right, but not the obligation, to repair and maintain the stormwater system should the homeowners association fail to do so and seek reimbursement from the homeowners 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 the maintenance of the stormwater system. These rights will be consistent with and limited to rights granted with Article VII1, Chapter 34 of the Orange County Code. 37. The Declaration shall provide that the homeowners association shall at all times be in good standing with the Florida Secretary of State. 38. The Declaration shall contain a provision that at the time of turnover of control of the homeowners 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 Declarants expense and to post a cash bond with the homeowners association for the estimated cost of such corrective action. 39. The Declaration shall contain a provision that any amendment to any provision affecting the Cityof Ocoee requires the consent of the City of Ocoee in an instrument recorded with the amendment. 40. 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 the dissolution of the homeowners 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 homeowners association. 41. The Declaration shall specifically provide that no property owned by the City of Ocoee or any other government entity within the subdivision shall be subject to assessments levied by the homeowners association. 42. Proposed Facilities within the recreation area Tract "F", shall be a pool, a cabana, and benches. 43. At all the corners and where otherwise applicable, sidewalks shall have access ramps constructed to accommodate those in wheelchairs and others who are physically challenged. 44. All screen walls, landscape buffers, all common area landscape improvements, as well as sidewalks along Ocoee -Apopka Road and Ocoee Crown Point Parkway, and along all other perimeter property lines shall be completed prior to issuance of the Certificate of Completion. 45. The landscape buffer tracts along Ocoee -Apopka Road and Ocoee Crown Point Parkway shall have, at a minimum, shade trees planted every 30 feet and shrubs planted along at least 25% of the length of the wall. Such landscaping shall include the same types of materials with the same pattern as was used along the Westyn Bay subdivision buffer wall adjacent to Ocoee Crown Point Parkway. The buffer wall shall be constructed at least 5 feet from the road right-of-way line. 46. Street trees shall be provided by the home builder at a rate of one tree per townhome unit prior to Certificate of Occupancy for each building. At least half of these street trees shall be shade trees, a minimum of 2" DBH and 10' tall at the time of planting. The remaining street trees shall be understory trees as defined in the Land Development Code. 47. 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. 48. Street lights shall be installed by the Developer prior to Certificate of Completion at his expense and the cost to their operation will be assumed by the Developer in accordance with Ordinance No. 95-17. 49. All underground utilities shall comply with Ordinance No. 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 all residential lots which are less than 70 feet in width where the lot abuts the street right-of-way line. 50. All legal instruments, including but not limited to homeowners association documents such as articles of incorporation, bylaws, and declaration of covenants and restrictions, shall be provided to the City for review and approval prior to or at the time of platting all or a portion of the property. 51. The Declaration 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/of landscaping. 52. As per the Additional Conditions of Approval for the West Grove Preliminary Subdivision Plan (now known as Westyn Bay), the two interior lanes of Ocoee Crown Point Parkway from Westyn Bay Boulevard to Ocoee -Apopka Road (CR 437), and the required left turn lanes within Ocoee Crown Point Parkway at the subdivision entrance, together with the final designed north and southbound turn lanes from Ocoee Crown Point Boulevard onto Ocoee -Apopka Road, shall be completed by the Developer at the Developer's expense and accepted by the City prior to issuing the Certificate of Completion for the subdivision improvements, if such road improvements have not already been constructed and accepted by the City prior to that time. 53. All site lighting including parking lots and common areas will comply with the lighting standards in Section 6-14 of the Land Development Code, not to exceed the following illuminance levels - Average Illuminance in Foot Candles on the Ground: 2; Maximum Illuminace in Foot Candles on the Ground: 7. 54. The deed restrictions for the subdivision will include language requiring a 6' privacy fence on all three sides of any lot with an accessory structure, per Section 5-6b of the City of Ocoee Land Development Code. 55. The deed restrictions for the subdivision will include language requiring all lots with fencing to have a gated entrance along the rear lotline. 56. The deed restrictions for the subdivision will include language requiring limitations on the size and placement of accessory structures and privacy fences in certain rear yards. The rear yards of all lots backing up to Ocoee Crown Point Parkway shall not have any structures or accessory structures, including screen rooms, built any closer than 10 feet from the face of the buffer wall. 57. Accessory structures or rear yard fences on Lots 96-101 and 108- 118 shall be constructed with a minimum clearance of 10' from the adjacent subdivision wall. 58. Accessory structures shall maintain a minimum clearance of 20' between Lots 34, 35, 36, and 38, and between Lot 80 and 81 59. In accordance with Additional Condition of Approval 8.2(a) from the West Groves Final Subdivision Plan for Phases 1, 2, and 3, the interior lanes of Ocoee -Crown Point Parkway will be constructed as shown on the referenced plans prior to the completion of a building on the Towns of Westyn Bay site. Waiver Table Code Section Citation Code Standard Proposed Standard Justification for Waiver Article VI, 6-9, c Open space within Allow open space within To credit buffering as setbacks not to be credited setbacks to be credited open space toward minimum open toward minimum open space requirement space requirement OR 6289, PG 4193 50' Building Setback 10' Building Setback For one-story COA #35 maintenance building only 60. Developer shall submit a site lighting plan which includes Progress Energy's "Promenade" lightpole, recessed fixtures, and photometric design information, /and the plan shall Fbe approved by the /City prior/to issuance of a Certificate of Completion. ) Site Data Overall Site Total Land Area 18.335 Ac. Approved Zoning PUD Approved Land Use Designation High Density Residential Maximum Number of Units 172 Units Proposed Density 9.38 Units/Acre Required Open Space 5.50 Ac. (30%) Provided Open Space (Excluding Tracts A, B, and C) 6.59 Ac. (36%) Maximum Building Height 35' 2-story Typical Lot Size 1,760 s.f. (22'x 80') Minimum Lot Frontage 20' Maximum Impervious Surface Area (Overall Site) 12.84 Ac. (70%) Proposed Impervious Surface Area Right-of-way (Roadways, Parking, Sidewalks) 4.19 Ac. Building Pad 3.98 Ac. Driveways 0.79 Ac Porches 0.51 Ac. Retention Ponds 1.19 Ac. Total Proposed Impervious Surface Area 10.65 Ac. (58%) Minimum Living Area 1,200 s.f. Maximum Building Coverage 5.5 Ac. (55%) Actual Building Coverage 3.91 Ac. (21 %) Property Setbacks North Property Line 50' East Property Line (Ocoee Apopka Road) 50' South Property Line (Ocoee- Crownpoint Parkway) 35' West Property Line 50, Minimum Building Setbacks on Lots Front 20' Side 0' Rear 15' Street Side (To Back of Sidewalk) 15' Retention Pond (Top of Bank) 15' Minimum Building Separation Requirements Side to Side 20' Side to Rear 30' Rear to Rear 50' Parking Required Spaces 387 (2.25/unit) Garage 172 Driveway 172 On Street 58 Total Parking 402 HBL9ContritionsAg C V VIVEIS 7 -/[V BAY ZOfLFCD, RI-AkA r GEOMETRY DATA ROAD H 7-- ROAD F 50"BUILDING Beginning chain A description Curve Data Beginning chain F description SETBACKCurve C-7 ------------ .............................................................................. UMA LL 10-00.00 P.I. Station 37+77.83 N 71.,552 3effl3g.hW�5 E 478,184.1941 Point 40 N 1,552,920.9273 E 478,735.3957 Stu 80-OD.00 Delta 3 Course from 1 to PC C-1 N 101 49151.0511 E Dist 75.0952 Do oint 1 N 1,552,683.3519 E 478,540.1387 Sta Del 4 9' CRT) (SEE DETAIL 1 2 ON SHEET 1-12) Tgree 154* 51112.45' Course from 40 to PC C-11 S 38* 181 10.8011 E Dist 128.5099 I a nt 16.3354 Lei� Curve Data h 30.7663 ----------- R. Curve Data 37.0000 External 3.4456 Curve C-11 PI Station 3 N 11152 802.9467 E 478,563.0136 L Chard 1 29.8876 P.I. Station 81+47.45 N 1,552,805.2141 E 478,826.7903 Delta W 02.83-1 (LT) 021d. Ord. 3.1521 Delta 541 13'25.8011 (LT) i ( I } �- "•�+' D26 TRACTK Degree 11+21.7 Curve C-1 141 191 26.1B11 P.C. Station 37+61.49 N 1,552,869.8968 E 47 137 Degree 1541 51112.4511 Tan nt 46.63B1 P.T. Station 37-92.26 N 1.552,880.7506 E 47"d!1702N5665 Tan nt C.C. N 1.552,906.8608 E 478.198.8822 •Lengh 35.0162 Len.99 92.8570 is 18.9435 400.0001 l, DJ1 Radius Back S 87* 281 21.9611 W Radius 37.0000 External 2.7097 Ahead N 44' 53'04.15" W External 4.5675 N, Long Chord 92.6487 Chord Bear N 68* 42121.1011 INLtd. d.- TRACTK Mid. Ord. 2.6915 L ang Ord. 4.0656 d.Chor 33.7240 P.C. Station 10-75.10 N1,552,757.1394 E 478.554.2498 Course from PT C-7 to PC C-8 N 4.41 • 53'04.1511 W Dist 88.3132 P.C. Station 81-28.51 N 1.552.020.0799 E 478.815.0487 %- - - - - - P.T. Station 11+67.95 N E 478,561.0037 P.T. Station 81-63.53 N 1.552,806.0493 E 473,845.7155 C.C. N 1�52�0t32.3034 E 478,161.3752 Curve Data C.C. N 1,552.843.0133 E 478.844.0842 Back 49'51.05" E ------------ Back S 38* 18'10.80" E Ahead N 2- 2B' 11.78" IN Curve C-8 Ahead N 87* 28'23.39" E Chord Bear - N 4' 10- 49.64" E P.I. Station 39-04.95 N 1.552,960.5964 E 478,093.1420 Chord Bear S 65" 24153.7011 E Course from PT C-1 to 51 N 21 31138.0411 W Dist 36.2310 Delta 661 45'38.5911 CRT) Degree 154* 51'12.4511 Course from PT C-11 to 44 N 871 28123.3911 E Dist 169.6223 Point 51 N 1,552.885.7373 E 478,559.4062 Sto 12-04.18 Tangent 24.378B R.,angth 43.1122 Point 44 N 1,552,813.5275 E 479,015.1728 Sto 83-33.15 N 6u. 37.0000 t6O N N External 7.3094 .............................................................................. - E (Z b-UMPSTER ................ ­ ------------- *** ------------- * ................. --------- Lun? 40.7144 CIO (Z (Z d.Chord 6.1036 n ROAD B P.C. Station 38+80.57 N 1,552,943.3233 E 478,110.3457 �z N 03 Q) Beginning cholin B description P.T. Station 39-23.59 N 1.552.983.2197 E 478.102.2256 .............................................................................. C.C. N 1,552e E 478,136.5813 N .69.4334 Back 4 53104.1511 W Ahead N 2 ' 52'34.44" E F-4 --j Course from 5 to 50 N 87* 28121.9611 E Dist 638.9827 Chord Bear N 11* 30'14.86" W '41"A" ZONE S20 ----- IL� Course from PT C-8 to 27 N 21* 52134.44" E Dist 411.0681 ROAD G :D:4:4]--/�� --L - Point 5 N 1.553.361.2277 E 478,177.0097 Sto 20+00.00 Point 27 N 1,553,364.6872 E 478,255.3908 Sto 43+34.75 Beginning chain G description Curve Data .............................................................................. .............................................................................. L- -------- Curve C-2 Point 45 N 1,552,704.3940 E 478.956.3615 Stu 90+00.00 L---J- Paint 50 N 1,553,389.4031 E 478.815.3709 Sto 26-38.98 I-- TI�ACTA Si6 P.I. Station 26+75.98 . N 1.553.391.0346 E 478.852.3349 Course from 45 to PC C-12 N 281 19'11.84" E Dist 140.9205 D35Delta so• OD'DO 00" CRT) j Degree 154- 51112.4511 LTangent 37.0000 Data ength 58.1195 ROAD C Radius 3 .0000 Curve C-12 R d,u Beginning chain C description P.I. Station 91+51.12 N 1,552,837.4243 E 479,028.0507 ............................................. ............ D27 External 1 3259 Delta 30' 48154.5511 (LT) 6'MASONRY. WALL Lon Char 52.3259 I Midi. Ord. 10.8370 Degree 1541 51112.4511 D P.C. Station 26+3 Point 28 N 1,553,091.6991 E 478.145.7818 Sto 50-00.00 on ant 10.1968 8.98 N 1,553,389.4031 E 478,815.3709 np P.T. Station u. 19.8896 26-97.10 N .0705 E 478 853.9664 (SEE DETAIL F/H-2--QN SHEET 1-12)♦ •C.C. N 1i,55j552!e35941 E 478,817.0024 Course from 28 to PC C-9 N 87* 28121.96" E Dist 348.807D RL.ed 370000 Back N 87' 28 2196" E Lang External - 1.3793 56 21 31138.0411 E Curve Data Mid. Chord . 19.6606 70 31'38.04" E 3298 42 Chord Bear S 4 Curve C-9 ----------- P.C. Station 91+40.92 N 1,552,828.4480 E 479,023.2134 qb Course from PT C-2 to PC C-3 S 21 31'38.0411 E Dist 135.0000 P.I. Station 53-85.81 N 1.553.108.7110 E 478,531.2136 P.T. Station 91-60.82 N 1.55 847.6114 E 479,027.6068 L Delta 90;5 00' 0000" CRT) 1.552.84 .0006 E 478,990.6419 Curve Data •51 12.4511 Back N !8" 19'11.84" E --------- -- Tangent 3'�.0000 Ahead N 291 42.7111 W Curve C-3 Length 58.1195 Chord Bear - N 121 54144.5611 E ked, u 370000 P.I.Station 26+69.10 N 901.553 6 06,182.2379 E 478.861.5506 Del 0.0011 CRT) External - 15.3 Course from PT C-12 to 49 N 2* 29142.7111 W Dist 53.5095 Degree 1541 51112.4511 Long Chord 52.5259 Point 49 N 1.552.901.0701 E 479.025.2772 Sta 92-14.33 Tangent 37.0000 Mid. Ord. - 10.8370 P.C. Station 53-48.81 N 1.553.107.0795 E 478.494.2496 Length 58.1195 1,553.071.7470 E 4785328451 .............. ............................................................... SD _B ILDING L.9dr "'. C.C. N 1,553.070.1155 E 478,495.8811 45 R External - P.T. Station 54+06.93 N 67 S15 La&,q Chord . 52.3259 Back . 87 28'21.98" E d. Ord. 10.8370 Ahead . S 2: 31138.04" E P.C. Station 28+32.10 N 1,553,219.2019 E 478,824.586 Chord Bear - S 47' 31'38.04" E Station 28+9D.22 N 1,553,18D.6064 E 6 C.C. N 1,553,217.5704 E 478.822.9551 Course from PT C-9 to 32 S 21 31'38.04-' E Dist 187.ODOO D33 Back S 21 31138.04' E TRACT AREA TABLE 46 6 00 Ahead S 67* 28'21.981: Point 32 N 1.552.884.9289 E 478,541.0907 Sta 55-93.93 Chord Bear S 42* 28'21.96" W 52 Course from PT C-3 to PC C-4 S 87* 28'21.96" W Dist 40.4671 TRACT TRACT USE .7 47 DJO 69 .!�ne Data D45 Curve C-4 A UTILITY & ACCESS RIGHT-OF-WAY TRACTN P.I. Station 29,67.69 1 1,553 177.1906 E 478,747.1949 051:1-1� ttpvc @O.JO/ 0 Delta 9 06100.0011 (LT) ROAD D B WALL TRACT Degree 1540 51112.4511 TRACT Q Tangent 37.0000 Beginning chain D description C ALL TRACT rp th .............................................................................. 58.1195 Len 37.0000 External 1 3259 47a,476.5247 Sto 60+00.00 D RETENTION POND S22:1:::z- 7-3�9 Point 33 N 1,553,106.2972 E 50 La&g d d.Chor 52.3259 Ord. 10.8370 Course from 33 to 34 N 2* 31'38.04" W Dist 267.8894 E RETENTION POND 7-a'L T 0 STA. 40+67.96, f2 P.C. Station 29-30.69 N 1,553,178.8221 E 4787 1.815 P.T. Station 29+88.81 553.140.2266 E478,748.8263 B a N 1, 47 74 28693 Paint 34 N 1,553 373.9261 E 478.464.7123 Sto 62-67.89 F RECREATION CENTER C.C. 1,553.141.8580 553.141.8580 E, 478,785.7904 SAN. (UH,, -j Back S 87* .9 W .............................................................................. /u& 49 Ahead S 2* 31138.0411 E G OPEN SPACE, LANDSCAPE Chord Bear S 42* 28'21.96" W INV. -103'.� 10 �E) TRA C1 T h.- Course from PT C-4 to PC C-5 S 2* 31'38.0411 E Dist 151.2189 H OPEN SPACE, LANDSCAPE 29 1 OPEN SPACE, LANDSCAPE INV.-1195!00 I(S) J2 31 JO Curve Data j5 J4 - ---------- J7 J6 D14 Curve C-5 ROAD E i OPEN SPACE, LANDSCAPE J 8"SIDEWA�LK W, P.I. Station 31-58.31 N 1.552.970.8914 E 478.756.3OD3 70 Delta 251 131 Beginning chain E description K OPEN SPACE, LANDSCAPE, WALL S5 Degree 154* 51'12.45" .............................................................................. Tan?ent 8.2811 0 - - - Leng h 1 .2937 Point 35 N 1,552,890.3507 L OPEN SPACE, LANDSCAPE TRACT4 I 9 81, Pv��-100.3`0/ MGM 37.0000 E 478,663.9322 Sto 70-00.00 External 0.9154 Course from 35 to PC C-10 S 58* 35'34.1011 E Dist 188.6233 M OPEN SPACE, LANDSCAPE 1#6 71 Long Chord 16.1624 DUh0S \j Mid. Ord. 0.8933 Curve Data N OPEN SPACE, LANDSCAPE D-36 P.C. Station 31+50.03 N 1,552,979.1645 E 478.755.9352 .__________. , Station 31-66.32 N 1,552,983.2520 E 478,753.1040 Curve C-10 C.C. N 1.5 2,977.5330 E 478.718.9712 P.I. Station 71-73.86 N 1.552,799.7470 E 478,812.3231 5 1--- -'-_I'"-"_ -- I ----S13 -- j Back . 21 31'38.0411 E Delta 16" 07131.7511 CLT) 0 OPEN SPACE, LANDSCAPE CD Zus J-- TRACT 4 1 Mead - S 221 42'14.87" W Degree 154* 51112.4511 S23 L Chord Bear - S 101 05110.4111 W Tangent 5.2413 P OPEN SPACE, LANDSCAPE 11 1 --- L uth 10.4134 1. Cn D48 Course from PT C-5 to PC C-8 S 22* 42'14.8711 W Dist 54.6010 Radius 37.0000 Q OPEN SPACE, LANDSCAPE 5 ti/l. J,0-169.36, 127. O'L T External • 0.3694 Lono. Char ,7 3;r ... ........ he d.- 10.3791 SAN. iVH. Ord. 0.3657 7J P.C. Station 71-68.62 N 1.552,802.4783 E 478.807.8497 TOTAL OPEN SPACE 6.59 Ac. C. ion 71+79.04 N 1552 798 3655 E 4788173791 1.552 834.DS73 E 478,827.1310 5"PEDESTRIAl' ROAD A P.T. Station TOP 109.2 (�Lrn Data 3: 3513 (EXCLUDING TRACTS A, B, C) - Back S 10', E GATE \AV. 104.70 Curve C-6 • Ahead S 74 E 74 1 P.I. Station 32-42.49 N 1.5 2 478.723.7064 28 11 15:t 4�6192.93190 E Chord Bear S 66* 39119.9811 E 24 Delta 64- CRT) *TRACTS A-Q WILL BE OWNED BY THE 22J'- 8" Pyc 00.3' 18 19 20 121' 22 2,3 Degree 1681 3101.2011 Course from PT C-10 to 39 S 74* 43105.86" E Dist 171.3448 Lj- LTan nt 21.5640 6 38.4345 Point 39 N 1,552,753.2050 E 478,982.6655 Sta. 73-50.38 HOMEOWNERS ASSOCIATION Re 34.00DD druarnal 6.2617 .............................................................................. 4 T E External Long Chord 36.4205 5.2879 P.C. Station 32-20.92 N 1,552.9 82 E 478,732.0296 '-,5-TA. J9+OJ.77, 66.4' P.T. Station 32+59.35 N 1,552,892.0382 E 478,702.1634 5 4N. UH. /1.V D37 C.C. Back N 1.552,925.0051 E W 479,700.6642 Mead S 871 28121.9611 7 OP 106.9 T- S12 L Chord 55* 05118.411- W to PC 7* 81 21.9611 IN Dist 502.1382 D38 TRACTL 2 111V. 104.0,3 (N) Course from PT 0-6 C-7 S 8 Z-30 #V. 10J.933 -N // / POOL D16 7- R Ail SETBACK /V D4 I n 59 5 50 BUILDING ONE STORY MAINTENANCE ZONED/ -3 --ft Sil r BUILDING 6 % \N TRACT F 77 1 A 1% LOU. 12 CABANADUMPSTER 15 14 78 `�� \ TRACTK D 0 TRACT TIN --- ------ 7 79 86 WES TYN BAY BUFFER WALL 7� 80 /-,, j# INV. 07. st IN. i ROAD BUFFER WALL TO MATCH EXISTING i (SEE DETAIL &H2 ON SHEET H2) V. 1 .69 (PR P)\ All % I I -r77Trfrrr TRACT r V 019 \1 87 lS G4\NLET 81 82 83 E# D S RIW LINE ',b % / ``',' R I \ 1 0, 0 try 120'ROW z Q) GATED ENTRY INC3 MH IDI TtQP f 08.46 1 '11) 90 0 IV, - 9 9. 6, LOCATION OF SPRINT KEYPAD FAD N'j PAIR GAIN SITE & TR Q TRACT) f IT I LIS D4 ACT 8 TRAC V \Vk� 1024 50"BUILDING 92 "'U SETBACK A % s2 -I\ EJ Existing Contour 35' BUILDING NAGE SETBACK (SEE DETAIL SHEET 1-12) 11LIV it 94 EXISTING 12'1- a 17+00 7 ------- Existing Right -of -Way 5'SIDEWALK (TYP) 1?,+()0 TERqb1NE l 1 y, Z_ 95 --G-- Existing Sewer with Manhole EXISTING I _j, ALL TO TCH EXISTING UT REUSE LINE jfj ,C . / TI�A AD BUFFER V Emil --------- Proposed Right -of -Way A Y B UFFER LL 10� STING OCOEE CROWN POINT PARKWAY EE ------ DETAIL EIH2 ON SHEET H2) 74 5'SIDEWALK (TYP) ------- lu + Proposed Water with Fire Hydrant 77 T'i 4 �13, 100'ROW P Proposed Sewer with Manhole ib. MIT 120'ROW ---------- -01!;iiqi0- VL-- Proposed Storm with Inlet NOTE: USE RECORD PLAT FOR ALL CONSTRUCTION LAYOUT WORK. 72--f-00 CITY OF OCOEE Existing Sanitary Sewer REFER TO GEOTECHNICAL REPORTS BY UNIVERSAL ENGINEERING 2`0NED C-2 SIGN EASEMENT SERVICES (PHONE: 407-423-0504) NOTE: ANY LIGHTING ALONG THE PERIMETER OF THE Proposed Sidewalk (Developer) SITE SHINING ON THE BUFFER WALL, LANDSCAPING 1)1-00 OR SIGNAGE, MUST BE SHIELDED AND SCREENED - - - - - - Tract Boundary SURVEYING AND BOUNDARY DATA BASED WITH SHRUBS TO ELIMINATE GLARE. ON INFORMATION PROVIDED BY SEARS FIELD: City of Ocoee Florida SURVEYING COMPANY, INC. (PHONE: 407-897-6220) N U) CADD BY: ics z 'S�E 0 GTC Engineering Corporation OVERALL SUBDIVISION PLAN EXISTING OVERHEAD WIRES, BARBED WIRE FENCE, AND CHECKED BY: CLC Certificate of Authorization 98 South Semoran Blvd, Orlando, FL 32807 8'DISTRIBUTION EASEMENT WILL BE REMOVED OR ELIMINATED DESIGNED BY. JCS Arumber 6758 407-380-0402 TOWNS OF WESTYN BAY APR 0 6 2004 PRIOR TO BEGINNING CONSTRUCTION. SCALE: 111=50. Claude L. Cassagnol, P.E. DATE 7 -8-03 -7 JOB NUMBER HBL-9 -T- SHEET 3 of 13 1 11 1 DATE BY DESCRIPTION I P.E. Number 35490 HBL90VL.dgn . ........ . ....... TYPICAL LOT 4 IMPERV. 44%/1 112.6 111. o 111.8 110.8- 110.0 110.3 _ t 'Rear Yard <-xrrv- �� Maximum -� I _ DZ8 110.7 'mil �- --- - �\ 1 1 0.55Ac. 110.0 ntw- 111'3 -w ' E r ; c_ ' 0.68Ac. _ _ _ -. Size 10Po Porch 1 P�11t0 -MW -Hwy 031 - -- --- --- --- --- - - ti - --- ----r---r---r391 _ .\ -T -- T -- r- 1 I I 1 I I ` -i. o -- �` / 110.s r% i-r-_-T---1 r---T - - I I 1 rya g° I I I I \ 10 ---•r•---T-- 1----•r--- � 1 I I I �_ I 3p _ _ 113• 60 -t' 1113 30 (� �F N CIO � L2 L 1 I{ IIIIIIIIIIIIIIIIIIII (IIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIII IIIIIIIIIIII(IIBA! IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIf `\ '1 15 From back Of sidewalk L2 1.10Ac. 1 II IIIIIIII II IIIIIIIIIIIIIIIIII IIIIIIIIIN tIIIlIl11 IIIIIII IIIIIII II� IIIIIIIIIIIIIIII III IIIIIIIIIIIIIII IIIUIIIIIIIIIII 1111111111111111111 IIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII II{IIII{IIIII{IIIIIIIlIIIIII I IIIII IIIIIIIIIIIIIIIIIII F. F. / 110.2 • III{II{II IiIIIIl11 IIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIll4IIIl1 IIIlIII11IIIlIIIIIII IIIIIIIIIIIIIIIIII FF 114.5 >>`�9p I I One Car Garage 0.15A . = F. 0.2 Ac. >>�6p 11 �3° 0.11� 8 1 I I _____.--..- o _ i \ Private / -/ 113.6 0 _ I 1- I I I I I I I I I I 1 fos.7 / IF J�-� I ' r �``' I I I I I I I I 1 l', - `1 j Right -of -Way _ - / I I I I ' I t ' = t °,r I ' 4' Sidewalk / I1 -1 _ R-7 1.9 1 1 20' Front Yard _ 027 � , _-I_ �----I----1-,. I i `~- = - 1 S /-43+06.00, 112.0'L T _ = 4�7dC t�11 es --L-- -I--- -1-- - - `.4 �t 1 / ,IT YPE YARD DRAIN / ` n2.s5 = D 032 t 1- _ -I_ - _ - 1 _ - _ L _ 028 ' '� 1131s TOP, 109.7 i 1 112.71 - -� - _ 035 = - HP 11 \\\ _ ' 112.37 \\\\ 1 INV. 105.50 / E 0.29AC. o\\\` o. n2.o1 11.99 = t / E \\Op %�11237 218 _ \\\\_6�� - n 11Z87 \\\ '�i Q .,,; - - I = T=112.95\` \\E I I F.F. 1 I I sp 60 1 / 113.60IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII \`"\\ 9//jy 38 = \\\\\\p0\```\ "1j6 50 / 14 501 113 60 _I 1 f14.1 / /� p ,�0 /Hl// 3.20 t12. - _ \\\ , - - - ~ f09.9 t /� IIIIIIIIIIAIIIIIIIIIIIIIIII \ >ir.>p I'� _ - -_... I 113.60 � , IIIIIIIIIIII II�ill�l°IIIIIIIIIII{� � I �o � 1t 1to ` 7¢S a /� \ 1`3.20 / I 43 = _ I I t - - \ [12 (IIII 1 _ _ _ AD�IIIIIIIIIIIIII{I{(III IAIIIIIII{II (IIIII I (III (ffffffffll IIIIIIItl1111811 II IIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIII Illlllll(((ni(f(I IIIf,IfNHfl,lfii(IU1Ifl FF ' I j ; ' `' = I 57 58 59 0 - - 61 62 63 ' = 15'' ' �1 ' Lot Coverage Data 169-, _12-ADS @ 0.31% 1 / \ > / I @ R. 48% = 55 I \ 1 >,,�sp r _ _ I I 11 h, �� 41 - 44 = 1, - 1 - -'' __ i t13.6° 1 1 I i J` i__ --� I 66 _ i I I, i Total Lot Area 1, 760 s. f. / ( / �g 1137 ' / IM14 �54I ' I I - r _ = - ; I t �, Maximum Lot Coverage 1, 232 s. f. (70%) _ _ _ _ = I Typical Lot Coverage o F.F. 3 40 I 45 = _t = 1 = , �, / g 990 s.f. (56/0) f/r D = - = 1 29 6 C.O. I 67 = , Maximum Impervous Surfaces 1,320 s.f. (75%) / IIIII/// h 114.1 a )N-V -1Q7 34 I I I / / rrii 2 , _ _ Typical P 1,320 s.f. (75%) D - 4 5 _ 109•' �' � _ � �l, � .- ---- - 1 T ical Impervious Surfaces 1n � //rlrlr�rrrr/ 7 � ° '�j 112. o� �._._...._...-.._.__ _ STA. 41+ 9�,-112.0 L T ```` 39 46 = - - --- =---9C�7 ----- //N/iiriiiiTA. 1+75. 31, 103. j(' B L EEI- 1 \ \ TYPE P- 7 Mil Q , _ - I = / - - - - - - 1III,I ulll,u,EII,II,iI II III1 Iluma,iHfH, (IIIIIIII Illll lff l TOP 111.0( � Ej l / 1yt> 113.20 %/ �P 112. 0 KAHD DRAIN ) 115 F. -_ 52 I _ �Q INV. 104.9 i / ti� 3�°%�� I/V 106.50 I>i,�>o 47 _ »�,>o _ u•L -- - ► D30 015 % - I 69 IAto IF\ - ( 'h 113.116 109.5 \ , ^ry I- ---r ---� ------�----I- ---I- - - >>s I 1 P-4 ( / ` `�9 >>s2 1 I I_ I I _ 2p j Jr0M NOTE. ALL YARD DRAINS TO BE 32 31 30 = 29 = - - - - ' i / 18" NYLOPLAST/ADS DRAIN BASINS GENERAL LEGEND j ) r 37 36 35 34 33 I _ _ 49 _ , J ° \\\\\ IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIII IIIIIIIIIINIIIIIII IIIIIIII II(�III IIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIII Illllllllllllllli� -� - 1 / �ry nail 113•52 I OR APPROVED EQUAL, WITH % /F %.� �, �, = 1 P nd 10 / ` Q �' 8 0.75Ac. 1 CONCRETE COLLAR. tr3.so \\\\\oo\\` 115s?o _ 48 5o I N 10 .o i / o �,'�� "__ _1� PROPERTY - "-�`- Existing Contour \\\\\o »s - t q•5o = 1tk. I »,� BOUNDARY I ,� 25y 4hr 10.8 I r >>�� 3pl I 169- 12 ADS 0.57% / ° I --------- { o\\` I 70 I ' , Proposed Right -of -Way ' / ! \\ ► 0. BAc. 1 1 i = ► I I %1 ( o�°°\\\\ - 049 / 100 4hr 111.1 I 14 Ilummlll I 1 ! 113.60 p„00\\ I ' , _ 1441�,H4HI,II,IIIiN�1,3,III1I1111,1 IIIIIJ�I I I I s / �i//rJfi3 s \\\\ = I \\ � _ = R- Proposed Storm with Inlet ._ \ a 114.3 _ 71 = I I 5 9ii- I - i / R ' HP 114.12 - - - { \sO L- 1---I----I --- I / 0.17Ac. Drainage Area / 13s q/ \\_ E -�---�---1----I j --- R_5 wJ n3s3 11� �� o C. 1gs.2` s = I = I ' / 114.3 - 7Cr R� ' n C. � _ - I I 0 �46 _ - = 1 I V. i 2 ► _ _ _ 72 ' _ 12A8-18 �' os. i 173Q _ a _ 1 1 _ I -- 1 i 0.41Ac.1 D Soil Boring STA . 39+68. 00, 112. 0' L T / FF _ = I 43.31 112.0 L T l h� 114.1 4 h I I I F.F. ' ' 1 I I >>S I = 1 3 I = 15.2 I STA. 31+ ' `'T Y'E YARD DRAIN a4 %�� / �, ry ° i i ' ' ' _ ° 115• ° = I _ - - / �i J ^ ry •. , Op I I I 1155 ° h15.3° 3 w I 1 I I- 73 = 1 TYPE YARD DRAIN Silt Fence 1 6 I - -1 ► TOP '12.2 TOP 109.0 ,r , ' / 33 ry '� tt5• I I 1 °° C = C. D. = I = I I / -.� no.tf',, / / ry = 26 27 28 0 = 346 LF 6 = _ ► 1 I INV. 108.57 (,)' uulluumlllllulloiiiii,iil, Drainage Divide lNV'.,104.00 , tea.= / h , � ^ 24 25= 1 • _ _ = I _ I „i i� 18 19 20 21 22 23 11 _ = UNDERDRA N 1 = r = - E 9 15 @ // a II IIIIIIIIIIIIIIIIIIIII (III„IIIUIlI1IIu1I,,,I111u11111u8ifl IIIIIIIIIIIIIIIIIIII IIIIIIIIIIIINIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIII III{{ IIIIIIIIIIIIII IIIIIIIINII01111111 I - '\ 0.1% - _ - - 74 = 1 INV. 106.00 ( % - RCP �7 78% �lliiiii32 �ry - - - - - _ __ \ /r/rir�r r///t/r r ^ Tmummmuml ...... 11Iom11 Imm Iumlm m IIIUIun1IIIn mmul,uuum I - - = 2 - - I _ - 1 ( _ I I I I _ _ 63'- 12 ADS ; @ 1.87%- Proposed Sidewalk (Developer) D _- ° _ ''s°° ; _ i _ =� \ `. i = - - 75 _ I - 'I� D 11 ; 195LF6 73i` + 1t5 ° _ ' I 1 = 3 I ulutlltl UND'/ �/ i I _ I _ i 1 ; D-10 . 115.90 Proposed Spot Elevation STA. 39+04.61, 134.3 LT °` /' O /r'/iriry - I ► I I 1 _ _ ,,/- _ _ TYPE YARD DRAIN \. TYPE aES 4:1 * / z- 6 �3r Oa 19AC. - -t_ - - -' _ = L T / / ry INV. 11 2 = I----I----� -------I--------�-- -- _ y 40. i 7 = 1 _! 113.5 j TA. 92+49.31,�12.0' :.` INV. 10JJ 0 , / \INV.' 110. �' ry = �, tt3 B ' W-' ® I FF - L I = -- 6 TO S 0.56Ac. q,5 I 115.8 ¢ to >i�r �,.. ' �ig) I IN t . 109.75 '':I TYPE YARD D AlN ` I 11a. _ D38 I = -- - 01 _ >>TOP E D39 _- = I ---I---- I---- I- ---I = DECK ELEV. 11� ' 1 = I ?? INV. 110.24 V tr ,> - ---- I--- /� . / �-I .SETA 38+99.68 126 6'L T � // � e j N' 6" C.O. _ ` T KF MES 4 : 1 r'' / 127'- " R(' , It15•°° 5'p0 I = - - 6 - >,¢ \ , I I } , �• INV.`.?b2.0 r = I / ' @ 0.17% = 8 r =6" C O. r C.O. `' ry /'`\u. I 131- /2 �@ 0. /. \ -_ D O 41� ��8 17 16_ 14 13 12 11 10 9 0 6 =INV. 12.3 ° o, 77 1 /ip/ii IIIIIIIIIIII (IIIIIIIIIIIIIIIIIII (IIIIIIIIIIIIIIIIIII IIIIIMI1��I (IIIIIIIIIIII IIIIIIIIIIIIIIIIIIIII _ '{ •`;� ``�;�,,'\ ';•� �,,, / / t �i 1� �i `\ ( - •� //////// W �� 'III �yI���II I II�((�IIIII IIIll IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII � ,__ - _- _ F.F. - � /�i � I �+-+._+_+-a-+-+ +�-+-+-+'+-'-'-'-+-+-+-+-+ +-+ p\\\\\\ O `�; ,, '► / � 6' . 0. `' � �\ I .fl /// III/�,3 (III II�t4Ullll�lllUlll III Iy t UIC��r� Co �. 7 • _..=.-_'- =- 3 - (M 116.0---''" .- � 0r /i � -+ - � - , �,, , ;': � / FF 115.3 = 115• "? � �---•- � yid ••9p_._ �G �' \\ i/� \ �� \ ` ° n 115.5 =11/llll II �" ^1�` r y� 113.5 < MW = -WhV > h 0.33Ac. 115.°° O _ 115. 9 17¢ 3 11 9 = / 115,¢ /�/� / \\\"`\\\ 0.12A%. O\ \\ \\\\\\\\\ J i - 3 11 = `, , 25yrthr.2 1 I 13so Q, o, 0.1% I 3441 L F 6�' UNDO/RDRAI @ Ot 6% I '¢ 115 °� Oi„/ I .� _ _ < / % 79 0\\0°� __ - - _ - - \.. �. rLi o�INDER Al/V .3 .< I'' I 'i a _ _ °'� \\\\ a F 190 r2dtlr 1 .8 ► / '\ I I I>> , \p\ / Q A = 1f4 2 t1 61 s1 11 6 - / o�� \ �'� \\\Op\ ��k I I �p h 1 �° •`0' \0\\00 } / '',', aiJl / \\ I \` 1 //�ii� ( s� - - - - - - - - - - - - - - - -�-¢ 6 11,�.9° 6' 0 -- 115.60 - 11560 _ i- = HNIftIMrss -� ;I / - O `� '�O F.F. (' 40 \f R-2 4 LF PV @ 1% 1t� °� 86 `; D19 - 114.66 114.50 NP 4.55 \ / / yo 'o�, 81 82 83 84 85 -I ';'t }`ti. \ \ ` { `` „( '�' \\ �� '�// ( // 11Z96 - - - _ _ _ - - - - -- - -- _ \ \ / ��IIIIIIIIIIIIII,III{IINIII„(III„IIIIIIIIIIII,( IIIIIf1111111111111 IIIIIIIIIIIIIIIIIIII{IIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIII ° } = F.F. 87 = 117.° / I \//� // 1 I 6"IC.O. ( 6 C.O. 11530 ��� 's \ ,/ _ ;I 1 I I " I IIIIIIIIII III / 11560 • •:y = \ O A\\ \�Dc ///,, n3so I 115 L I 6 P C @ 10.1% 1 447 �F 6" ,UNDEI�DRAIN I @ 02''6 C O. '6" C.O .32Ac \»s k y I _ ' / 0.48Ac. `\//f ✓, \t t ,, //i �I 'I 11 .0 ' \� ��' _ \ _° 18 1 F.F. 1 i y. -� r 88'\ ` \ �i - 6 C.O. I/ 0 \ I I I �/PAVER CROWALK "�-E 107 20`•' '. \ ` \ �% °' I ` o h°` ti �0 \� I I I ns.1 '��' / SEE LANDSCA)-'-,`;PL FOR"rDEIIAIL / / 1 R-1 _ r Jar f ;'ti, 001 O o� ap I\ cep N Q /i / < < s8 82 _^�1�_un - -I - -- i, ae// h \ _ DAD' L - - R_ 10 \ 116.50 (' I I ' ///// �O / 68 LF3\t�3.J2 j2 �l ! ;\.`,'t N \ \ I -24 ' _ - - I Ii _I - .12A 1%5✓,� 116. F 6 DER RAllt%/ /iii//ii 0 /It P;•, `• -/ � I I I - .. - -I- ( I \k. I \ .. / ry ° \ \;,. *, J I S A. 37+87. 42, 185 95' T OIIIIIIIIIIIIIIIIIIIINiNIHiiI{HNI4Nil IHNIIIINIHIHHfHIH;;ININI NH(I{N�IHHI{NNN{NI{N}IIINiIf44HINNIHN}INNI,HNI41fIIfH�IIH41NtHl :, \\ _ 1 T ALL S UCTURE SIN+NIHIIt 111+1, ,1 , u1 ,t t,�+„�,+I, _ / 0 / '\' 0 4'Z \oo\ •,� i 90.E /06.10 �Jf 7 \/ \ 1 8 /iiiiii� /i /l - e /ii a / / / T 91+45.12, 1119' RT !/� SI�EE�' f 10- _ - oo _ _ _ _ 0. 09Ac. _ _ 611 0. _ 0. 33Ac. /// /// l / / / ., _ PE YARD DR l \, \ ( 113• + � ' `•`�,\\ ,.F�',, • ...+-+� • �:,r ♦ ' ' ���.._� � �, \\�\ /////////////�O// 0� 1/". 0/1115.45 /' / -11¢S � \ - •�y�W �/� 91 \� \ �%/ � OP 114.4 If INV. 110.50 J \ r s., _, 6 C.O. r = /ii / l o �/ " i ;,\`' i + + - / �1hi3 Q) \ \ �\ / / f / 4- _ / 0. ;r D23 -�36, V (���, __1IVY� 1�19 ti _ l�i�� / 22ACf. / / 0.3 / 111 lll/ / 92 / / / / 5 1 ADS @ ., 021 \ A 1s. o lipiirnuuiiun / �, \ r / _ ` 42rs J SEE LANDSCAPE-;� ��F , , �<c , i lirunnan `� 1545 ry / 93 tt2. j PL ANS FOR PA VER DETAIL / ?:, r • . ` , `;. \ _' �/ 11545 F F llllllll/// s h \ F.F. / ^, / -r,'• '-'447_�(� i+ ' OCO CROWN p _ J ' +o ] -- " 0/ fir- n try ,r _ 00\ /// / 4�• \ \ VV // 1 \ r. ''� INV. 110.0 _ l n5./ii 95 128'� �~ JJ_ _ l ` / \ 45 / // 116.10 \�� \ ors 12'�.=Af�S Z�-0.37% _ 3• L !l 1///�llllllllllllllllllllllllllllllllll \ \ y / EXISTING 24 " FRCP \ " j \/; l 0.27�c. 1 - / / / i �1` 109 27Cj t /. " - - -- " ---- D -5' ' - 114. 1- = = ► `_ _ 116.1 / �// o \ 7 ,W � 404 129. 0 RT �,� __------------�----__ •°'� �. ---- - _ t15_ / � T'A. 90+00,.46, 11- � •\�: � ,� Itoa ny•�r• __----, '---�--..._---..:_ n1 S � D'6_-.---..-,-_ ---�� ,---- _-, E YARD DRAT TYPE YAPD--D(ZAIN STA. 71+7 38. 4 �9 `- -� TOP 114.3 = E' P 115.2 r TYPE YARD DRAIN 10 ' ROW 3? , -- , ` ' INV. 109.73 1 OP 114.8 ` - e \ * _ V. 109.92 7- 120 ROW �"�-__ �'`---._'`,-`_ _ IVrV 109.26 � \, -.�`, r' r,rt• ,:_ ." � _ �.., f I NOTE: USE RECORD PLAT FOR ALL CONSTRUCTION LAYOUT WORK. REFER TO GEOTECHNICAL REPORTS BY UNIVERSAL ENGINEERING SERVICES (PHONE: 407-423-0504) SURVEYING AND BOUNDARY DATA BASED ON INFORMATION PROVIDED BY SEARS SURVEYING COMPANY, INC. (PHONE: 407-897-6220) 1101- 1 ' ADS @ 1.01% D-3 �''-•TEA. 89+63.46, 31.8' RT �DRD_DRAIN -� TOP 114.0 -y INV. 109.59 89'- 12" ADS @ 0.371 FIELD: CADD BY: JCS CHECKED BY: CLC GTC Engineering Corporation _ Certificate of Authorization 98 South Semoran Blvd, Orlando, FL 32807 DESIGNED BY: JCS Number 6758 407-380-0402 Claude L. Cassagnol, P.E. DESCRIPTION SCALE: 1"=50' P.E. Number35490 City of Ocoee DATE 7 -8-03 135, ROW GRADING PLAN TOWNS OF WESTYN BAY JOB NUMBER HBL-9 Florida R06204 SHEET 4 of 13 H3L9GRA.dgn H8l9PROF5.OGN dul�o4 R2-1 187-8" PVC @O.30% D17 STA. 33+00.00 CL TYPE P-7 MH 107-8" PVC WATER MAIN 2-8" GATE VAL VE 1-6" GATE VALVES 1-6"x8" REDUCER 1-8"x8" TEE 107 GO i S7 08 STA. 32+28.98, 8.7' L T SAN. MH. 78 Y i -77-_ See Sheet 7 for continuation 64'-8" PVC WATER MAIN 4' SIDEWAL K W11A-2 See Sheet 5 for continuation I I I D 16 / I 222'-24 " RCP @0.18% STA. 32+70.60, 79.29'RT OUTFALL STRUCTURE SEE SHEET 10 85'-24 " RCP @ 1.17% 101'-24" RCP @0.98/. I- D22 STA, 37+83.94, 207.5' L T TYPE P-7 MH TOP 109.0 INV. 102.94 95'-24" RCP 90.181 023 STA. 38+ 18.12, 252.0' L T L`- TYPE P-7 MH 3112411 TOP 109.0 RCP @0.18% INV. 102.77 78'-24 " RCP @O. 181 D24 y, 025 f STA. 38+82.37, 234.3'LT STD. FIRE HYDRANT t� `;1 ��� 'z , EXISTING TYPE MH W/GATE VAL VE ASSY. TOP TO BE ADJUSTED TO 109.00 STA. 37+67.50, 0.5' L T 1-6" GATE VALVE N\ ti � ,t f �,, INV. 102. 63 246 -24 Y.. r INV. 99.00 (EXISTING) RCP @0.18% TYPE r- 1V1H D40 \� ; 114 115 116 1117 118 119 120 1 2 STA. 37+92.26, CL ` l09 110 111 112 113 T YPE 'E' INL ET I ` 1 I I I l i 1 l 1-6" GATE VALVES 103'-24" RCP @0.281 83'-8" PVC @O.30% 41- " PVC WA T IN , S11 12 STA. 38+62.22, 7.5' RT SAN. MH. I I I 1 J n 1 7 8 9 10 11 12 13 14 1 16 17 ��' 57-8" PVC @O.30/. 6 I ,� l -- i---I----I----I----I---j--- ----I--- I� 1 ¢ I 361'-8" PVC @0.30/. ------ ---------- D41 -------- See this sheet D39 for continuation STA. 38 +95.56 CL STA. 39+43.90, 58.0'RT TYPE E INLET D38 TYPE YARD DRAIN 5� TOP 113.5 STOP TYPE S00'RT I YARD DRAIN NV. 104.19 (W) Rl-1 R2-1 TOP 113.8 INV. 108.8 66'-12" ADS @0.761 168'-12"ADS @0. J2/. D37 28'-24 " RCP @0.181 P.I. EQUATION STA. 34+20.59 Road A= STA. 55+93.93 Road C N D20 STA. 37+82.03, 48.2 L T TYPE P-7 MH TOP 113.0 INV. 104.10 - S9 53'-24 " RCP 90.18/. - STA. 34+13.09, 7.5' RT 20'-6" DIP WATER MAIN - SAN. MH. 1-8" GATE VAL VE 2-6" GATE 1-8"x8" TEE VALVES SO 2-8"x6" REDUCERS STA. 371,76.88, 4.75'RT D 18 SAN. MH.. STA. 35+21.56, CL Z�O TYPE P-7 MH T0+ D19 94'-24" RCP @0.18% D21 STA. 37+71.23, 135.5' L T TYPE P-7 MH TOP 109. D INV. 103.93 STA. 39+23.69 CL TYPE 'E' INLET LOCATION MAP S21 STA. 40+67.96, 7.5' RT SAN. MH. P.I. EQUATION SPEED P.I. EQUATION STA. 40+40.58 Road A= �U�OiP g STA. 43+34.70 Road A= STA. 50+00.00 Road C R2-1 STD. FIRE HYDRANT STA. 20+78.46 Road B W/GATE VAL VE ASSY. 3-6" GATE VALVES 234'-6" PVC WATER MAIN 1-6"x6" TEE 117`-24" RCP @0.171 184'-24 " RCP @0.70/. 252'-6" PVC WATER MAINi 4' SIDEWALK 132 1 14 1 35 136 I 113 1138 1 139 1 14 O 1 I I 1 I I I 141 1 14 2 1 14 3 1144 11451 I I I I I I I I I I I 1 1 \ 14 S20 -3 149 S12 STA. 39+33.87, 7.5' RT SAN. MH. 134'-8" PVC @O.30% - D36 STA. 40+40.58 CL TYPE 'E' INLET I 38 1 39 l 40 1 1' l .42 See Sheet 8 Sf4 D358 STOP for continuation STA. 42+24.13 CL TYPE 'E' INLET Rl-1 111'-24 " RCP @0.711 278'-8" PVC @O.30% D35 Z STA. 43+34.75 CL T YPE 'E' INLET i 15 See Sheet 7 for continuation GENERALLEGEND Existing Contour Proposed Sewer with Manhole ------- Proposed Right -of -Way V- Proposed Storm with Inlet --► 4 Proposed Water System /30 D8 D 17 D41 D36 TOP 114.22 TOP 114.74 TOP 11213 TOP 112.61 125 FS9 10 ' V.C. D3.7 dLO S21 D358 TOP 112.18 S7 ' V.C. D40 S11 S12 TOP 111.84 TOP 112.70 d InnTOP ,. 100' .C.l20 035 TOP 114.33 TOP 112.84 TOP 112. O J J r to D 18 S10 Co TOP ll .27 o N . L,J W r + N N N c�j T- v rn rn TOP 114.07 TOP 112.93 N_ V- J W + J w D 19 r O O O --I O N J r T O 0 _ �+ S2O //5 a J W O N Ci a -I I' I O N J I `I L,J d. W _1 O •- N _ '. _ TOP 112.69 o �- oo * - ap W O = w c� (+) 0.52% *� 9-7 • . o + O 0 0 - � w o _ 6"�'y� WATER --- --- ------ -------- -------- - ----- -------- --- --- -------- -------- --- ------ R-2 o `t () aw O % + +) 0.50% (-) .59% 0 o _ + .56% ) 0.5 __4 //0 /NV. 109 47 „ INV. 09. 78 NVP 09.98 IF -------------------- ---------------------- v ------------------ 6"DIP WATERMAIN INV. 108 37 8" PVC 18" MlN INV. 106.91 .27 8" PVC 6" PVC WAT RRAIN -4 INV. 10 105 24" RCP PVC 8" PVC 8" PVC 811P 24 RCP 24" RCP INV. 106.01 �� 24 RCP INV. 106.44 24" RCP 24" RCP INV. 104.197�? 24" RCP VINV. INV. 105.64 105.46 V. 105.04 INV. 107.71 INV. 104.64 INV. 106.28 24" RCP 15" RCP INV. 105.61 INV. 104.54 24" RCP INV. 106. 3 INV. 03.69 /NV. 105.51 /N 103.75 /00 INV. 106. 3 36" RCP lNV 102.26 INV. 105.61 INV. 103.98 INV. 103.69 INV. 102.46 12 4DS 95 90 32 00 33,00 34 00 35 00 36 00 37 00 38 00 3900 40 00 4/ 00 42 00 43 00 NOTE: USE RECORD PLAT FOR ALL CONSTRUCTION LAYOUT WORK. REFER TO GEOTECHNICAL REPORTS BY UNIVERSAL ENGINEERING SERVICES (PHONE: 407-423-0504) SURVEYING AND BOUNDARY DATA BASED ON INFORMATION PROVIDED BY SEARS SURVEYING COMPANY, INC. (PHONE: 407-897-6220) HBL9PR0FI.GGN P.I. EQUATION P.I. EQUATION STA. 20+78.46 Road B= STA. 22+87.98 Road B= STA. 43+34.70 Road A STA. 62+67.89 Road D 20'-6" DIP WATER MAIN 190'-8" PVC @O.30/ -___X F-D26 STA. 24-24.00, 117 O' L T D31 S19 TOPE110.70 DRAIN 47'-8" PVC @0.301 STA. 22+06.00, 117.0' L INV. 106.79 TYPE YARD DRAIN STA. 22+80.48, 7.5' L T INV. 105.49 SAN. MH. 117'-12" ADS @0.47% S17 - - 117'-12" ADS @0.471 ��� -` STA. 26+48.46, 9.0' L T t�.ORw1ll4 ' SAN. MH. -- -- S20'"� --- STA. 20+90.10, 7.5' L T `` R2-1---r----r-- .L - � i r--`-r----r--- r--- r--- r- I { { -� SAN `MH,-_ _--- - -----r---r D35 - 146 147 STA. 20+78.46 CL TYPE 'E' INLET I I I R1-1 149 150 151 152 � 53 ' S4 1 156 1 7 158 159 160 161 162 { I ..„Cer 6 for continuation ?0'-6" DIP WATER MAIN 238'-6" PVC WATER MAIN 97-15" RCP @0.31/. ELI STA. 21+75.31 CL T YPE 'E' INLET 31'-15" RCP @0.321 D32 STA. 22+06.00 CL T YPE 'E' INLET See Sheet $ SPIEED LUM97 for continuation � g 14-1 R2-1 j 6"x6" TEE 3-6" GATE VAL VES 20'-6" DIP WATER MAIN j STD. FIRE HYDRANT -� W/GA TE VAL VE ASSY. 116'-24 " RCP @0.16/. D29 N STA. 23+97.48, 115.5'RT TYPE P-7 MH TOP 112.25 INV. 105.98 (N) INV. 103.20 (SE) "MATCH LINE 4' SIDEWALK (TYP) D27 370'-8" PVC @0.301 / / r-G C //VLG / - 27-18" RCP @0.261 D28 STA. 23+97.48 CL T YPE 'E' INL ET f 51'-24" RCP @0.401 -D30 -STD. FIRE HYDRANT W/GATE VAL VE ASSY. 312'-6" PVC WATER MAIN STA. 24+44.27, 156.2'RT T YPE MES 4:1 INV. 103.0 RoadB S16 STA. 26+87 63, 9. O' L T SAN. MH. 112'-8" PVC @0.30/. S15 STA. 27+97.60, 7.5' L T SAN. MHH, 12' R 130'-12" ADS @0. S5 STA. 30+ 12.31, 7.5' L T 12' R 12•�R SAN. MH. 147-8" PVC @0.30/ _E 285'-6" PVC WATER MAIN 1-6" GATE VAL VE I 70 7 72 y 73 74 75 76 STD. FIRE HYDRANT ti W/GATE VAL VE ASSY. I I { { I I I I I I 1 I I I I { I I I I I I I D14 --,- . STA. 29+79.98, 37.5'RT ---�-- L---'--- L- - �--- 1 - '--- TYPE 'P-4' INLET TOP 112.80 , R INV. 105.24 (S) INV. 104.19 (W) 69'-30" RCP @0.241 \` D15 STA. 29+64.15, 92.5' RT TYPE MES 4 r 1 INV. 103.0 z el � 173'-30" RCP 00.11/. -' 242'-6" PVC WATER MAIN D12 STA. 31+43.31, 112.0' L T TYPE YARD DRAIN TOP 112.2 INV. 108.57 (S) INV. 106.00 (W) `-- S6 10 t14*4 L WV W7r64 STA. 31+57.43, 8.81' L T SAN. MH. 76'-8" PVC @0.301 P.I. EQUATION a., CPSTA. 32+12.20 Road 9 N STA. 80+00.00 Road F �; S7 1See Sheet 6 for continuation 126'-24" RCP @0.171 D9 STA. 31+43.31, 17.5' RT TYPE P-7 MH INV. 105.42 (E) INV. 105.50 (N, S) D32 D27 S6 l00 TOP 11184 TOP 111.90 S19 028 TOP ?13.91 S15 S5 D 14 S7 034 TOP 113.78 TOP 113.14 TOP 112.80 TOP 114.33 120 TOP 111.73 TOP 112.43 TOP 111.86 S16 T 10 V.C. ' D9 5 ' V.C. TOP 113.38 O , 100 V.C. �M D35 O try­ S20 rn 100' . C. •- = M ` TOP 112.27 N S 17 w J TOP 112.3 M�00 p W J //5 `- oo TOP 11.18 o a J O w �W O O J O 0 50 O 0 50`- LOCATION MAP GENERALLEGEND Existing Contour Proposed Sewer with Manhole ------- Proposed Right -of -Way Proposed Storm with Inlet -►-- Proposed Water System O TOP 114.2 N d- �; O4 J `d _ J , W W W W O d W N O (+) 0.52% +) M llO _ - _ _ 24" M1l�G _ 6" DIP .56% --- (+) C. --- 07. -__--__ 6" DIP _ - - - _ 6" 24 " MIN. WA (-) 0.50'. DIP TERMAIN (+) .507. 24" MIN. ,__-- - -------- -- ---- -- ---- --- �INV. 109.65 --------------------------- R-8 - -_ INV. 109.05-1 - - 8,. pVC INV. 109.47 8„ PVC 6" PVC ATERMAIN 105 12" MIN. WATER 15" RCP /N 8„ PVC6" WA TERMAIN 12" MIN. INV. 10711 „ ----- - - ------- -------- -------- all PVC -- 8 PVC INV. 109.07 INV. 109.31 INV. 109.21 8" PVC 12" ADS INV. R-7 10,5 97 INV. 107.86 MIN. 24" RCP 18" RCP 30" RCP 24" RCP lDO 24" INV. RCP 104.54 INV. 106.54 -INV. 106.44 V. /NV. 104.94 104.84 INV. 107.21 30" RCP INV. INV. 12" 105.23 INV. 103.12 ADS 105.42 INV. 108.60 INV. 108. 7 INV. 105.6 INV. 108.27 95 90 l 2 3 24 25 26 12 28 9 30 32 33 REFER TO GEOTECHNICAL REPORTS BY UNIVERSAL ENGINEERING SERVICES (PHONE: • 40 ' ,4 BOUNDARYSURVEYING AND ON •R• PROVIDED SEARS• '' • 407-897-6220) HBL9PROF2.D STA. 50+43.66, 7.5' L T SAN. MH. 29'-8" PVC @0.311 See S for �Ontin,��t SO STA. 52,61.06, 7.5'L T cnni A1u P.I. STA. 50+00.00 Road C= STA. 40+40.58 Road A STA. 54+50.93, 7.5' L T SAN. MH. STA. 53+95.43, 74.5' L T TYPE MES 4 r 1 INV. 104.75 45'-15" RCP @0.53% D48 _ STA. 53+90.88, 37.5' L T TYPE 'P-4'INLET See Sheet 8 -� for continuation i I L - ft,-25'R (TYP) `-Match Line -� 6 "x6" TEE 3-6" GATE VAL VES 243'-6" PVC WATER MAIN P.I. EQUATION STA. 53+31.06 Road C= STA. 60+00.00 Road D womme 4' SIDEWALK (TYP. P.I. EQUATION STA. 60+00.00 Road D= STA. 53+31.06 Road C 136'-8" PVC @1.11/. See Sheet 6 for continuation P.I. EQUATION STA. 12+04.18 Road H STA. 34+02.25 Road A L0.o = iC0 - - c4 � U - CO s- P 1 EQUATION STA. 55+93.93 Road C= STA. 34+20.59 Road A 6"x6" TEE See Sheet 6 3-6" GATE VALVES for continuation - STD. FIRE HYDRANT W/GATE VAL VE ASSY. 6"x6" TEE-------" See Sheet 8 3-6" GATE VALVES for continuation I.• See Sheet 7 for continuation LOCATION MAP P.I. EQUATION STA. 62+67.89 Road D= STA. 22+87.98 Road B GENERAL LEGEND Existing Contour Proposed Sewer with Manhole ------- Proposed Right -of -Way Proposed Storm with Inlet -►� - Proposed Water System /00 125 10 ' V.C. 120 [S2 % co o D48 1010, V.C. N 120 TOP 113.29 TOP 112.70 cc S l4 TOP w 113.09 o + o o + (+) 0.84X � (-) 0.50% S1 w TOP o O + 114.13 w o O LO + o o 0.50% � N v (+) 0.67% w LO + S8 0 MIN. S9 TOP 6" PVC 114.74 WATER re H5 S 18 0% NN •- STO%PQ TOP 113.77 24" 49 .//5 0. 112.43 //0 _ ___----- --- //0 - - ----- ---, \ \ , _ _ _ 6" DIP 24" MIN. WATER --- - - 8" PVC INV. 109.23 INV. 109.89 R-5 - 8" PVC INV. 108.8 8„ pVC 12" MIN. 105 _ R INV. 3 INV. 10 106.91 00 INV. 109.32 INV. 1 7.81 INV. 107.71 /05 R-6 /NV. 107.11 INV. 105.00 INV. 1OZ21 IN V. 105.51 IN . 105.61 i00 i00 95 95 90 52 53 54 55 56 90 61 62 6 NOTE: USE RECORD PLAT FOR ALL CONSTRUCTION LAYOUT WORK. REFER TO GEOTECHNICAL REPORTS BY UNIVERSAL ENGINEERING SERVICES (PHONE: 407-423-0504) SURVEYING AND BOUNDARY DATA BASED ON INFORMATION PROVIDED BY SEARS SURVEYING COMPANY, INC. (PHONE: 407-897-6220) HBL9PROF3.OG', T YPE 'E' INL ET P.I. EQUATION STA. 80+00.00 Road F= STA. 32+12.20 Road A P.I. EQUATION STA. 73+50.38 Road E= see fO�Contrsh STA. 90+55.45 Road G set � / nod t'O� • D4 77 ` Sheet 07.84 CL STA. 73+ TYPE 'E'INLET 78 $ee Sheet 5 E, 0 � ,� � � S7 for continuation S7 for continuation 91 o m `� 79 Cn � m -r- © \� ` 80 92 C / 93 , - ' S7 O C 9' 94 STA. 80+15.64, 12.751RT L SAN. MH. ` D - - - '- - - -'- - — - _ -' 130'-8" PVC @O. 30% \ CA --'i �� See Sheet 5 for continuation S4 72 97 96 \- STA. 81+46: 02, 3.85' L T 07 - -lam L l I i I l l I 98 99 4„ x4 TEE SAN. MH. 108 107 106 105 104 103 102 i 10 3-4" GATE VAL VES 101 ! 4`SIDEWALK (TYP) 122'-15" RCP @1.01% 20'-4" DIP WATER MAIN 155'-8" PVC @0.31% 1-8"x4" REDUCER 129'-24" RCP @1.251 D7 STD. FIRE HYDRANT W/GATE VAL VE ASSY. STA. 71+85.92, 6.80' L T TYPE 'E' INLET P.I. EQUATION 107'-1211 ADS @0.481 STA. 70+00.00 Road E= 277'-8" PVC WATER MAIN STA. 32+97.62 Road A r % / r NOTE: USE RECORD PLAT FOR ALL CONSTRUCTION LAYOUT WORK. REFER TO GEOTECHNICAL REPORTS BY UNIVERSAL ENGINEERING SERVICES (PHONE: 407-423-0504) SURVEYING AND BOUNDARY DATA BASED ON INFORMATION PROVIDED BY SEARS SURVEYING COMPANY, INC. (PHONE: 407-897-6220) 4' SIDEWALK (TYP) See Sheet 5 for continuation 81 82 83 84 85 -� 88 - - R110 90 See Sheet S3 for cone nuat►on STA. 83+01.60, 13.0' RT SAN. MH. P.I. EQUATION STA. 83+33.15 Road F= STA. 91 +23.97 Road G GENERAL LEGEND ---40 Proposed Sewer with Manhole ------- Proposed Right -of -Way ®-- Proposed Storm with Inlet Proposed Water System Existing Contour LOCATION MAP 54 t 02 ____ _55 52 53 FU7fURE f EWER \ �TU EXISTING 24" (By' 0 f Ific, �T --�_� STORM SEWER / �7._7.= ..fir ------_ - - -- / ' FUTURE S2 M SEWER�-`- I FUT RE ROA WAYS 1B-I -O 7rRS)--- ��CBYf O TIAERSI _ 1 25+ + � 23+00 � 1/ lf 2 E- 0 - - T- --- --+00i --j--L- r --f _ f 26 I Q�-------+-------— - — - — - — - I------- 24 FUTURE STORM / _ - �' E FUTURE ROADWAY SEWER - T � F TUR STOR SEIW- J l / - N I (BY THEf� �± (BY OTHERS) (BY OTHERS) IL 94'- 4 " RCP @ 1. 22% S TA. 23+28. 81, 50. 00' L T , EX S TS-T 7RG'M - TYPE P-7 MHSEWER . r 07 + � EXISTING STORM M S :1,� WI50 'LT TH 5' PLA PA SEWER TO BE � EXISTING`24` I 1 REMOVED / STORM SEWER H8L9PR0F4.OGN 11 IZ, 4'CONCRETE SIDEWALK 24' ENTRY LANES 2' 0.02 ft/ft Shared Entry Road Typical Section 121811 MEDIAN i SEE LANDSCAPING PLANS FOR DETAILS -112" A.C.S.C. (TYPE S-1). 6" SOIL CEMENT BASE, COMPACTED TO 987 MAX. DENSITY AASHTO, T-134. -12"COMPACTED SUBGRADE COMPACTED TO 987 MAX. DENSITY AASHTO, T-180, 75 PSI FBV 24" EXIT LANES 2', 0.02 ft/ft A C/ `- 4' CONCRETE SIDEWALK FDOT TYPE F CURB 6" STABILIZED SUBGRADE SIDEWALK DETAIL Interior Roadways y Typical Section WIDTH VARIES - SEE PLAN 14 44' PRIVATE "/FT ROW TRACT ° �° l0' 12' /0' 12 NOTE- 1. USE 6" THICKNESS AT DRIVEWAY ENTRANCE TO POND. 4' 2. SIDEWALKS SHALL BE DESIGNED TO BE FLORIDA ACCESSIBILITY CODE COMPLIANT, INCLUDING HANDICAPED RAMPS AT ALL 2.0 % 2.0 INTERSECTIONS. WHEELCHAIR RAMP PLAN VIEW CONC. SIDEWALK WIDTH VARIES ITION SECTION VIEW 4" CONC. SIDEWALK EXP. JOINT SLOPE CANNOt r7CE 6" RAMP FLOOR AND & SIDES CURB &GUTTER (REMOVE & REPLACE) %" EXP. JOINT NO TES: 1. ENTIRE EXISTING CURBING SHALL BE REMOVED & REPLACED. 2. LOW CURB & TRANSITION MAY BE FORMED AT THE TIME OF CURB CONSTRUCTION. J. CONSTRUCT WITH CLASS A (3000 PSI) CONCRETE. 6"x16" CURB --' / / l/2 A.C.S.C. (TYPE S-l) FROM STA.33+20 TO STA.40.00 AND FROM STA.24,00 TO 27,00 USE 6" SOIL CEMENT BASE, COMPACTED TO 987 MAX. DENSITY AASHTO, T-134, FOR OTHER AREAS USE 6"LIMEROCK BASE, COMPACTED TO 98% MAX. DENSITY. 12" COMPACTED SUBGRADE, COMPACTED TO --I 987 MAX. DENSITY AASHTO, T-180, 75 PSI FBV MITERED END SECTION SPLASH PAD DETAIL PLAN N II I I I I II II o I II II N I I I I I I l l O A A 2 I I I I I I I I I W I 1 I I I I I I I I I W I I I I I I I I I I I I I I N II II •4 DOWELS 12" LG. 12" O.C. (SEE CONNECTION DETAIL BELOW) SECTION A -A #3 0 12" O.C. E.W. 6" ( 8" I 2-+5 CONT. Interior Roadways Typical Parking Section 58" PRIVATE ROW TRACT /0' 12' 12' one 4' 2.07 2.0 6"x0 CURB -�- I%2" A.C.S.C. (TYPE S-I) FROM STA.33+20 TO STA.40,00 AND FROM STA.24+00 TO 27,00 USE 6" SOIL CEMENT BASE, COMPACTED TO 98% MAX. DENSITY AASHTO, T-I34, FOR OTHER AREAS USE 6"LIMEROCK BASE, COMPACTED TO 987 MAX.DENSITY. 12" COMPACTED SUBGRADE, COMPACTED TO- 98% MAX. DENSITY AASHTO, T-180, 75 PSI FBV 4' 24" MIN •3�''sT+7:• ie PARKING 4' 2.0 SIDEWALK OUTFALL STRUCTURE D16 POND 10 FASTEN SKIMMER PLATE TO 24" SIDEWALK BACK OF STRUCTURE RCP 6" UNDERDRAIN 6" UNDERDRAIN k18 Modified 18" 4 "X4 " B. T. W. FOOT Type D Inlet -POST (TYP.) 30" ;. Fib erglass a--0 --------- L ... d I.30,Skimmer I 4911 ) Plate 109.0 li- I .. . - - •,- - TOP OF SKIMMER 111.3 TOP OF STRUCTURE 110.8 t ; 511x 5" WEIR 108.3 24" RCP -=-•--•-- ':C:_ ------- :t -:_'. '1: �I:_ ORIFICE 107.0 ___._ 12' ` MIN. �- BO T TOM OF SKIMMER 106.5 S.� BOTTOM OF STRUCTURE 105.0 106.0 4 "X4 " B. T. W. 6" ORIFICE WITH 6" UNDERDRAIN POST (T YP.) CAP AND 2.75" HOLE INV• 10 7. 0 106.0 POND BANK CLEAN FINE SAND WITH LESS THAN 5X PASSING THE U.S. D200 SIEVE OVERLAPPING FILTER FABRIC ENVELOPE COARSE FILTER SAND MEETING SECTION 902-4 OF STANDARD SPECIFICATIONS 6" FULLY PERFORATED PIPE WRAPPED WITH FILTER FABRIC SOCK CONNECTION DETAIL UNDERDRAIN DETAIL MITERED END SECTION CONC. SPLASH PAD 8" NORMAL FOO TER SLOPE SPLASH PAD TO MATCH SLOPE OF RETENTION POND "4 DOWELS - 12" -t_oL1 LG. a 12" O.C. #3 12" O.C. E.W. 8" 8" *4 CONT. - #5 CONT. TYPE 'F' CURB DETAIL 12" 12" 8" 1611 1211 6" Y R - D ' D 3 "R IPA VEMENT BASE p e• � p �• � � D ' • � D a. STABILIZED. : ' �o , . ' ' , SUBGRADE ; COMPAC TED -' SUBBASE , OUTFALL STRUCTURE D24 POND 20 FASTEN SKIMMER PLATE TO 2411 BACK OF STRUCTURE RCP Modified 1811 1811. 4 "X4" B. T. W. FOOT Type D Inlet - POST (TYP.) ' I I Fiberglass El❑ d 106.0 30t/ Skimmer 49" I ------I f Plate TOP OF SKIMMER 107.0 TOP OF STRUCTURE 106.5 24" RCP 7 5„x 7.5 „WEIR 104.2 ORIFICE 103.0 103.0 12 " MIN. BO T TOM OF SKIMMER 102.5 S: I ",-BOTTOM OF STRUCTURE 101. 5 4 "X4 " B. T. W. POST (TYP.) 6" ORIFICE WITH CAP AND 2.5" HOLE 102.0 CURB CLEAN FINE SAND WITH DRIVEWAY LESS THAN 51 PASSING THE U.S. -200 SIEVE OVERLAPPING FILTER FABRIC ENVELOPE EXPANSION © JOINT SIDEWALK 24" IN. ® COARSE FILTER SAND MEETING (2) (D© SPECIFICATIONS ONS N 902-4 OF STANDARD ® 1O 6" FULLY WRAPPED W THPERFORATED TER PIPE APPROACH tB" FABRIC SOCK 6" MIN. • 6" MIN. YSTD..............' STREET CURB & GUTTER te° NOTES: Q- CONCRETE TO BE 2500 PSI Q- APPROACH & SIDEWALK IN DRIVE TO BE 6" THICK W/ WIRE MESH NOTE: INVERT OF UNDERDRAIN PIPE IS TO BE LOCATED OR FIBER MESH. A MINIMUM OF 34 INCHES BELOW PROFILE GRADE Q 1 x 4 USED AT EXPANSION JOINTS TO BE PRESSURE TREATED. FOR INTERIOR ROADS AND 43 INCHES BELOW PROFILE GRADE FOR ENTRANCE ROAD 4- ALL WOOD STAKES USED IN FORM WORK TO HAVE 2" OR MORE MORE OF CONCRETE COVER. FOR EASE OF CONSTRUCTION, UNDERDRAIN TRENCH ® SIDEWALK TO BE JOINTED AT INCREMENTS TO EQUAL SIDEWALK MAY BE LOCATED UP TO 4 FEET OUTSIDE THE WIDTH. NOT REQUIRED IN DRIVE. EDGE of PAVEMENT OR CURB DRIVEWAY APPROACHES UNDERDRAIN DETAIL N. G. TOB-112. 0 EXISTIA WALL WESTYN BAY BOULEVARD 35.0' POND 10 TYPICAL SECTION NWL-10ZO NWL-107.0 105.0 105.0 TOM-97.0 BOT 24, VARIES 24' 35.0' TOB-108.0 POND 20 TYPICAL SECTION 5: NWL -103.0 NWL -103.0 101.0 101.0 BOTTOM-93.0 5, 35.0' 24' VARIES - _ 24'_ _ TOB-112.0 N, G. 35.0' TOB-108.0 FIELD: GTC Engineering Corporation Certificate of Authorization 98 South Semoran Blvd, Orlando, FL 32807 Number6758 407-380-0402 Claude L. Cassagnol, P.E. Z 61t P.E. Number 35490 Orange County Florida PAVING AND DRAINAGE DETAILS TOWNS OF WESTYN BAY AR 0 6 200 CADD BY: JCS CHECKED BY: CLC DESIGNED BY. JCS/CLC DESCRIPTION SCALE: NONE DATE 7 -14 -03 1 JOB NUMBER HBL-9 SHEET 10 of 13 HBL9PDD.dgn HBL9WDET.DGN TRENCH WIDTH VARIES W/ SIZE OF PIPE UNIMPROVED TRENCH REAS (3' MIN.) FINISHED GRADE Z�w SEE NOTE .4 COMMON FILL PIPE O.D.J N 12' (TYP.) SELECT Z COMMON o FILL m z UNDISTURBED - W EARTH (SEE NOTE 3) ° NOTES: L PIPE BEDDING: SELECT COMMON FILL COMPACTED TO 95Z OF THE MAXIMUM DENSITY AS PER AASHTO T-180. 2. TRENCH BACKFILL:COMMON FILL COMPACTED TO 95X OF THE MAXIMUM DENSITY AS PER AASHTO T-180. 3. PIPE BEDDING UTILIZING SELECT COMMON FILL OR BEDDING ROCK IN ACCORDANCE WITH TYPE A BEDDING AND TRENCHING DETAIL MAY BE REQUIRED AS DIRECTED BY THE COUNTY. 4. (a):15' MAX. FOR PIPE DIAMETER LESS THAN 24, AND 24' MAX. FOR PIPE DIAMETER 24' AND LARGER. 5. WATER SHALL NOT BE PERMITTED IN THE TRENCH DURING CONSTRUCTION. B. ALL PIPE TO BE INSTALLED WITH BELL FACING UPSTREAM TO THE DIRECTION OF THE FLOW. 7. REFER TO SECTION 32.5 OF THE MANUAL FOR SHEETING AND BRACING IN EXCAVATIONS. B. FINAL RESTORATION IN IMPROVED AREAS SHALL BE IN COMPLIANCE WITH ALL APPLICABLE REGULATIONS OF GOVERNING AGENCIES. SURFACE RESTORATION WITHIN ORANGE COUNTY RIGHT-OF-WAY SHALL COMPLY WITH REQUIREMENTS OF RIGHT-OF-WAY UTILIZATION REGULATIONS AND ROAD CONSTRUCTION SPECIFICATIONS. TYPE B BEDDING AND TRENCHING DETAIL IFIG.IMM1 PRECAST - TEE WALL LE �; a INFLUENT SEWER (SEE NOTE 3) CONCRETE ENCASEMENT "0 OF VERTICAL PIPE DROP PIPE INLET CONNECTION (SEE NOTE 1) AS REQUIRED 90' BEND 2 a: PRECAST STANDARD DROP DETAIL MANHOLE WALL TRANSITE COLLAR ENCASED lly- IN NON -SHRINK GROUT FLUSH WITH MANHOLE WALL PVC (SEE NOTE 2) -� Y. a.'. PRECAST MANHOLE WALL ` SPECIAL DETAIL FOR 24" DIAMETER PIPE AND LARGER STAINLESS STEE PVC BAND STAINLESS STEEL PIPE CLAMP ' RESILIENT CONNECTOR STANDARD PRECAST MANHOLE PIPE CONNECTION NOTES: 1. DROP PIPE AND FITTINGS SHALL BE OF EQUAL SIZE AND MATERIAL AS THE INFLUENT SEWER. 2. THE COUNTY MAY APPROVE ALTERNATE WATER TIGHT CONNECTION DETAILS FOR CONNECTION OF 24'DIAMETER PIPES AND LARGER. 3. AN OUTSIDE DROP CONNECTION SHALL BE REQUIRED FOR ALL INFLUENT WHICH HAVE AN INVERT 2' OR MORE ABOVE THE MANHOLE INVERT. MANHOLE CONNECTION DETAILS IFIG.200 a CONCRETE BASE SET COVERS FLUSH IN PAVED AREAS & AT ELEVATIONS SHOWN IN UNPAVED AREAS. BENCHING PER SPECIFICATIC REINFORCEMENT AND JOINT - DETAIL TO BE DESIGNED BY TROWEL -FINISHED I CONCRETE BENCHING SEE MANHOLE CONNECTION { 5�f II DETAILS i% - I I MANHOLE FRAME & COVER (SEE STANDARD DETAIL) FRAMES BEDDED IN MORTAR 2 COURSES OF BRICK (MIN.) v, 4 COURSES (MAX.) Lu 2'-0' > INSIDE WALL 0 �o 0' 5' MIN. ¢ � PRE -PRIMED JOINT SURFACES 0 m m w )r 6° MIN. COMPLETED I5 _. _..1_.......JOINT WITH UEZT 9' Ii_T BEDDING ROCK 1 2' MIN. 1 CAST -IN -PLACE PRECAST MONOLITHIC CONCRETE BASE BASE NOTES: 1. MANHOLE SHOWN IS FOR SEWER SIZE 8' THRU 24', SEE SECTION 20.4.3 OF THE MANUAL FOR MANHOLE DIAMETER FOR SEWERS LARGER THAN 24'. 2. DROP CONNECTIONS ARE REQUIRED WHENEVER INVERT OF INFLUENT SEWER IS 24'OR MORE ABOVE THE INVERT OF THE MANHOLE. SEE MANHOLE CONNECTION DETAILS. 3. APPROVED CONCENTRIC CONE DESIGN MAY BE USED AS AN ALTERNATIVE. PRECAST CONCRETE MANHOLE PLAN AND SECTION (FIG200) LOT LINE _ -i WYE WITH G' BRANCH IN w 16'45° z BEND CLEAN-OUT REMOVABL SEE NOTE i , PLUG CROWN TRENCH IN UNIMPROVED AREAS TRENCH WIDTH VARIES 0MIN.)(SEE TYPE B W/ SIZE OF PIPE BEDDING AND TRENCHING DETAIL FOR OTHER RESTORATION. FINISHED GRAD ti X z SEE NOTE 4 / N COMMON FILL 'PIPE O.D. ~ WALL 12' (TYP.). - - SELECT Eo flFACEs COMMON FILL o , - SELECT COMMON - m z IED FILL JOINT vER �\ \. BEDDING ROCK �•�,` w w w a N TO PIPE BEDDING IED) (SEE NOTE 8 & 9) / / UNDISTURBED EARTH OUT NOTES: 1. PIPE BEDDING. SELECT COMMON FILL COMPACTED TO 95X OF THE MAXIMUM DENSITY AS PER AASHTO T-180. 2. TRENCH BACKFILL:COMMON FILL COMPACTED TO 95Z OF THE MAXIMUM DENSITY AS PER AASHTO T-180. 3. USE TYPE A BEDDING TO BE DETERMINED IN THE FIELD AS DIRECTED BY THE COUNTY. 4. (a):15' MAX. FOR PIPE DIAMETER LESS THAN 24, AND 24' MAX. FOR PIPE DIAMETER 24'AND LARGER. 5. WATER SHALL NOT BE PERMITTED IN THE TRENCH DURING CONSTRUCTION. 6. ALL PIPE TO BE INSTALLED WITH BELL FACING UPSTREAM TO THE DIRECTION OF THE FLOW. 7. REFER TO SECTION 32.5 OF THE MANUAL FOR SHEETING AND BRACING IN EXCAVATIONS. B. GRAVITY SEWERS SHALL UTILIZE TYPE A BEDDING, IF REQUIRED BY THE COUNTY. BEDDING DEPTH SHALL BE 4'MINIMUM FOR PIPE DIAMETER LESS THAN 15'.AND G'MINIMUM FOR PIPE DIAMETER 16'AND LARGER. 9. DEPTH FOR REMOVAL OF UNSUITABLE MATERIAL SHALL GOVERN DEPTH OF BEDDING ROCK BELOW THE PIPE. COUNTY SHALL DETERMINE IN THE FIELD REQUIRED REMOVAL OF UNSUITABLE MATERIAL TO REACH SUITABLE FOUNDATION. TYPE A BEDDING AND TRENCHING DETAIL m IMD I� SEWER MAIN SIZE VARIES CLEAN -OUT (TYWYE WITH SEE NOTE 1 SEE G'BRANCH I 6' 45 ° WYE WITH BEND 6' BRANCH LINE DOUBLE PLAN w FINISHED GRADE SLOPE TO �1 DEPTH 3 1.0X MIN. :.... (TYP.) _ ROTATE - - SPRING LINE ' TERMINAL DEPTH 30° (TYP.) AS REQUIRED FOR (SEE NOTE 3) I SEWER MAIN 'HOUSE' SERVICE 0 MIN.)(TYPJ SINGLE I DOUBLE LATERAL LATERAL PROFILE NOTES: 1. CLEAN -OUT (SHOWN SHADED)SHALL BE INSTALLED BY THE BUILDER IN ACCORDANCE WITH STANDARD PLUMBING CODE. 2. LOCATE SINGLE LATERAL AS CLOSE TO LOT LINE AS POSSIBLE, 25' MAXIMUM. 3. INVERT OF SERVICE LATERAL SHALL NOT ENTER SEWER MAIN BELOW SPRING LINE. SERVICE LATERAL DETAIL (FIG204) RAISED FLUSH SANITARY = F 2 - NON PENETRATING PICK HOLES 2:i► MACHINED MATING SURFACES Ran 24' -%' 1-1/2' MIN. F ---I-4-3/4' MIN. ELEVATION STANDARD MANHOLE FRAME AND COVER (FIG. 2021 METALLIC LOCATING FINISHED GRADE MAX. PVC WATER MAIN OR FORCE MAIN NOTES: 1. PVC PIPE SHALL REQUIRE INSULATED METALLIC LOCATING WIRE (10 GAUGE COPPERICAPABLE OF DETECTION BY A CABLE LOCATOR 2. AND SHALL BE BURIED DIRECTLY ABOVE THE CENTERLINE OF THE PIPE. LOCATING WIRE SHALL TERMINATE AT THE TOP OF EACH VALVE BOX 3. AND BE CAPABLE OF EXTENDING 12'ABOVE TOP OF BOX IN SUCH A MANNER SO AS NOT TO INTERFERE WITH VALVE OPERATION. USE DUCT TAPE AS NECESSARY TO HOLD WIRE DIRECTLY ON THE TOP OF THE PIPE. PVC PIPE LOCATING WIRE DETAIL Fla IBM HBL9SDET.30 METALLIC LOCATING GRADE MAX. PVC WATER MAIN OR FORCE MAIN _c? MAX. METALLIC LOCATING WIRE NOTES: 1. PVC PIPE SHALL REQUIRE INSULATED METALLIC LOCATING WIRE (10 GAUGE COPPER)CAPABLE OF DETECTION BY A CABLE LOCATOR 2. AND SHALL BE BURIED DIRECTLY ABOVE THE CENTERLINE OF THE PIPE. LOCATING WIRE SHALL TERMINATE AT THE TOP OF EACH VALVE BOX 3. AND BE CAPABLE OF EXTENDING 12'ABOVE TOP OF BOX IN SUCH A MANNER SO AS NOT TO INTERFERE WITH VALVE OPERATION. USE DUCT TAPE AS NECESSARY TO HOLD WIRE DIRECTLY ON THE TOP OF THE PIPE. PVC PIPE LOCATING WIRE DETAIL (FIG.108) TRENCH WIDTH VARIES W/ SIZE OF PIPE UNIIMPROVED TRENCH REAS (3' MIN.) FINISHED GRADE (SEE NOTE 8) d . Y N Q w f m o Z f uj a SEE NOTE ,4 F w cnn COMMON FILL PIPE 0:0. cr V 12' (TYP.) — SELECT 4 COMMON o 0 FILL m z UNDISTURBED — — w w EARTH °- u' (SEE NOTE 3) c- NOTES: 1. PIPE BEDDING: SELECT COMMON FILL COMPACTED TO 95% OF THE MAXIMUM DENSITY AS PER AASHTO T-180. 2. TRENCH BACKFILL:COMMON FILL COMPACTED TO 95% OF THE MAXIMUM DENSITY AS PER AASHTO T-180. 3. PIPE BEDDING UTILIZING SELECT COMMON FILL OR BEDDING ROCK IN ACCORDANCE WITH TYPE A BEDDING AND TRENCHING DETAIL MAY BE REQUIRED AS DIRECTED BY THE COUNTY. 4. (•):15' MAX. FOR PIPE DIAMETER LESS THAN 241, AND 24' MAX. FOR PIPE DIAMETER 24'AND LARGER. 5. WATER SHALL NOT BE PERMITTED IN THE TRENCH DURING CONSTRUCTION. 6. ALL PIPE TO BE INSTALLED WITH BELL FACING UPSTREAM TO THE DIRECTION OF THE FLOW. 7. REFER TO SECTION 32.5 OF THE MANUAL FOR SHEETING AND BRACING IN EXCAVATIONS. 8. FINAL RESTORATION IN IMPROVED AREAS SHALL BE IN COMPLIANCE WITH ALL APPLICABLE REGULATIONS OF GOVERNING AGENCIES. SURFACE RESTORATION WITHIN ORANGE COUNTY RIGHT-OF-WAY SHALL COMPLY WITH REQUIREMENTS OF RIGHT-OF-WAY UTILIZATION REGULATIONS AND ROAD CONSTRUCTION SPECIFICATIONS. TYPE B BEDDING AND TRENCHING DETAIL (FIG.100) 0 MINIMUM LENGTH (FT)TO BE RESTRAINED ON EACH SIDE OF FITTING(S).• PIPE SIZE 4' 6' 8' 10' 12' 16' 20' 24' 30' 36' 90° BEND 18 30 38 45 53 66 91 45° BEND 7 12 16 19 22 27 38 22-1/2 ° BEND 4 6 7 9 10 13 18 11-1/4 BEND 2 3 4 4 5 7 9 PLUG OR BRANCH OF TEE 116 NOTES: 1. FITTINGS SHALL BE RESTRAINED JOINTS UNLESS OTHERWISE INDICATED. 2. INSTALL FULL LENGTH JOINTS WITH TOTAL LENGTH EQUAL TO OR GREATER THAN SHOWN IN THE TABLE. 3. WHERE TWO OR MORE FITTINGS ARE TOGETHER, USE FITTING WHICH YIELDS GREATEST LENGTH OF RESTRAINED PIPE. 4. IN LINE VALVES AND THROUGH RUN OF TEES OUTSIDE LIMITS OF RESTRAINED JOINTS FROM OTHER FITTINGS NEED NOT BE RESTRAINED UNLESS OTHERWISE INDICATED. 5. LENGTHS SHOWN IN THE TABLE HAVE BEEN CALCULATED IN ACCORDANCE WITH THE PROCEDURE OUTLINED IN 'THRUST RESTRAINT DESIGN FOR DUCTILE IRON PIPE'AS PUBLISHED BY DIPRA, WITH THE FOLLOWING ASSUMPTIONS: WORKING PRESSURE: ____150 --- P,S.I.• SOIL DESIGNATION: __ G000_ SAND ___ a LAYING CONDITIONS: _TWO_ . 6. FOR PIPE ENCASED IN POLYETHYLENE, USE VALUES GIVEN IN PARENTHESES OR INCREASE THE GIVEN VALUE BY A FACTOR OF 1.5. + TO BE COMPLETED BY THE ENGINEER. RESTRAINED PIPE TABLE. (Hr,114) HBL9RUDET.30 1 laly design group inc. Land Planning .Landscape Architecture .Project Management 913 N. Pennsylvania Ave., Winter Park, Florida 32789 Phone 407.740.7373 •Fax 407.740.7661 . www.dalydesign.com Towns of Westyn Ba F 0 0 0 0 in I S bdivision P1 n 0 Construction Documents 40 v City of Ocoee Florida October 2003 Revisions 1 01.26.04 Revised per City Comments dated 12.05.03 2 03.04.04 Revised per City Comments dated 03.01.04 3 .04.02.04 Revised per City Comments Prepared West Groves Venture, LLLP c/o L.H. West, LLC 423 South Keller Rd., Suite 201 Orlando, FL 3281CI i ' \ 123 I ' \ 11 121 122 0 Key Map Not To Scale a Location MaAk, SHEET INDEX I SHEET DESCRIPTIO L1-L6 � 11-14 APR 0 7 2004 H1-H2 Landscape Plans Irrigation Plans Hardscape Plans 2226 0 C� 28 k-SOD-N LIT 2 k-SOD-y W1 `'- 1 N Co E Ln WMI "-SOD-N 11 � I 113 1112 1111 1110 1109 I+SOD-4 u =SOD-y LIT 91 QV1 1 QL 1 IS WR =SOD-, `� 3 PSX 43 QL 1 LIT AJ ' 4� LIN 1 RIA 56 1 CH Ho353 JP WR 19 3 E19A C76 A WR 5 Z =SOD-N 1 EJ 1 k-SOD j Imo- kSOD-4 k.SODN k-SOD-N ` LIT IS ---- k-SOD-N 1 QL 3 O 1 EJ 11(9 i'4 70,> EJ AA �, S 1 QL 151 MG3 1 06 rOS QL 1 LIT % 16 1 NOTE: Street trees to be planted after building construction. Street Trees to be planted within 5' landscape easement when indicated on individual lots. F 5' Landscape Easement (TYP) k-SOD-N 1 k-SODN gj ♦♦ ♦Wr .•• •r .. NUW �iso�iii�i ---._. �`� .,psi•. � ,� v • �►, r ....... .. y SYMBOL BOTANCAL NAME COMMON NAME AA Agapanthus africanus Lily of the Idle AJ Trachelosperrrumasiaticurnninima Dwarf Asian Jasnine AN Annuals Selected by Owner CH Cuphea hyssopifolia False Mexican Heather Cs C upressus sempervirens Italian Oypress EJ Eriobetrya japonica Loquat FP Fiicus punila Creeping Fig IS Ilex x attenuata'Savannah' Savannah Holly JP Juniperus chinensis 'Parsonif Parsonii Juniper LEG Liriope miscari "Evergreen Giant' Liriope Evergreen Giant LIM Lagerstroerria indica 'Muskogee' Lavender Crape Myrtle LIN Lagerstroemia indica'Natchez' White Crape Wrtle LIT Lagerstroemia indica'Tuscarora' I fagenta Crape Myrtle IVG Magnolia grandif lora 'Bracken's Brown Beauty' Bracken's Brown Beauty Magnolia MG1 Magnolia grandiflora 'Bracken's Brown Beauty' Bracken's Brown Beauty Magnolia MG2 Magnolia grandif lora 'Bracken's Brown Beauty' Bracken's Brown Beauty Magnolia No Magnolia grandiflora 'Bracken's Brown Beauty' Bracken's Brown Beauty Magnolia FD Fhoenix dactylifera rnadjool Crate Palm F'SX Riilodendron selloum'Xanadu' Xanadu Fhilodendron QL Quercus laurifolia Laurel Oak QV1 Quercus virginiana Live Oak QV2 Quercus virginiana Live Oak QV3 Quercus virginiana Live Oak RIA Rhaphiolepis indica alba Indian hawthorn VO Viburnum odoratissirrum Sw eet Viburnum M Mishingtonia robusta ftshingtonia Palm SOD St. Augustine -1 . St. Augustine Sod 0 A k-SOD-N QL 3 k-SODy Location of Sprint Pair Gain Site 0.SODN ►vI RIA 37 LIM 2 FP 31 RIA 53 LIM 3 FP 21 AN ^ 1 , 2 LIN MG2 RIA 81 CS yQ(� � RIA 5 1 LEG CS 1 ttg "$ (� C5 61 97 96 JP 9? i 1 102jp AN 96 127 CS 81 4SOD ;� OJ RIA 159 �® �* Z MG2 LIN \ LIT A NOTE. See sheets 1 u 1-1 -j Ocoee 5 FP �. c�®� 36 �SOD� /•-�.�, RIA �' �� n Paint P �� ` `_ 70 Q2 3 SOD FP GRight-of,36 LIM � .RIA FP k-SO 36 LIT QV3 3 RIA 70 FP 27 WR VO � ♦sue • •' • �sssss. ...- ,, v 0 U .0 N v� -0 UCz N o� T ~ po d a� rorn U MN C+) o 70 4[ 0 i L O� U Co L L4-1 i .0 Q 3: Q > W rn C roa- _CY) m _ _ m m m 0 00 �oC\j c E E z 0 O CD E E L U U U) QUj a- a 0 0 o w O O N Q v CO ,= ❑ 0 0 0 Co N tr Cum a- C icLL W •CL > �✓ N U ID �Q o U)U Ca C J = L ^ F- SYMBC L BOTANCAL NAME COMMON NAME AA Agapanthus africanus Lily, of the File AJ Trachebspermumasiaticumnininm Dwarf Asian Jasn ine AN Annuals Selected by Owner �CH Cuphea hyssopifolia False Mexican Heather \ / �. ,�® 35 32 3� ;3tJ a 34 33 Oupressus serrpervirens Italian Cypress C ,, 37 36 FJ Eriobetrya japonica Loquat � ® FP Fcus purrila Creeping Fig/ -- _- - 5 Landscape Easement ��• is Ilex x attenuata'Savannah' Savannah F-blly \ (TYP) JP Juniperus chinensis'Parsonii' Parsonii Juniper 02 / I \ LEG Liriope mascari "Evergreen Gant" Liriope Evergreen Gant 10 ___ _ ---- --- -- LIM ---- - --- ---� --->05 Lagerstroem'ra indica'Maskogee' Lavender Crape Wrtle ® LIN Lagerstroema indica'Natchez' White Crape Wrtle / I I \ ® ` LIT Lagerstroerria indica'Tuscarora' Magenta Crape Wrtle ' " " `TC `— `—' • MG Magnolia randiflora 'Brackens Brown Bea 9 9 Beauty' Bracken's Brown Beauty Magnolia ' M31 Magnolia grandiflora'Bracken's Brown Beauty' Bracken's Brown Beauty Magnolia f MG3 I '-SOD-N NU2 Magnolia grandiflora'Bracken's Brown Beauty' Bracken's Brown Beauty IUhgnol'ra 105 NW Magnolia grandiflora'Bracken's Brown Beauty' `� Bracken's Brown Bea Magnolia `� g M� ' QL 1 � Phoenix dactylifera medjool Date Palm 103 `' i � ® — PSX Fhilodendron selloum'Xanadul Xanadu Philodendron \ �� LIT _ — QL Quercus laurifolia Laurel Oak 1 Cij� QV1 Quercus virginiana Live Oak moo'' Qv1 QV2 Quercus virginiana Live Oak / \ 1 4SOD�, QL LIT QL � QL LIT QL LIT 1 QV3 Quercus virginiana Live Oak / n , E3 \ QL M` v QL 1 1 1 1 1 1 1 RA Fhaphiolepis indica alba Indian hawthorn 1 � 1 23 24, 25 26 7 28 Vol V�ibsrnumodoratissimim Sweet Viburnum \ ' O 2� 22 =SOD-,, ; LIT 18 19 2 hingtonia robusta Washingtonia Palm 104 � L1 1 >\ ^ SOD St. Augustine St. Augustine Sod i El i NOTE: Street trees to be planted after building construction. Street Trees to be planted within F landscape easement when indicated on individual lots. Q NOTE: See sheets H-1 & H-2 for all layout and construction information pertaining to the screen wall Review all plans thoroughly. Significant changes have been made throughout. NORTH�.. 04 O ■' .0 Thomas Daly Registered Landscape Architect Reg. # 1235 D E 0 U C � 0 C/) Z >-. U7q tI Q� 0 v� po ti E a cts M U �N c� .� o ��o LL L L O� U CL �v c Q� roa rn U) a .� > 7 � C _> ro I Q' Z c) rn m m 0° L6 0 CAI 2 T C E E z 0 0 0 rr U Q- W 'a Z (D U cr a cr 0 o W O N Q Cr T 0 6 0 M r �U- �7 ♦V cum C: a-C: co tU O}° -a �- U) u M Zj�: U 0 Q4— O Z3 =3 ca —U .J CU � Ll. 0 PROJECT NO. 2226 SCALE 1 "=30' DATE Oct 2003 SHEET L-2 SYMBOL BOTANICAL NAME COMMON NAME AA Agapanthus africanus Lily of the Nile AJ Trachelosperm,im asiaticum rrinima D v arf Asian Jasnine AN Annuals Selected by Owner CH C uphea hyssopifolia False Mexican Heather CS Cupressus serrpervirens Italian Cypress EJ Eriobetrya japonica Loquat FP Ficus punrila Creeping Rg IS Hex x attenuata'Savannah' Savannah Holly JP Juniperus chinensis'Parsonii' Parsonii Juniper LEG Liriope m iscari "Evergreen giant" Liriope Evergreen Giant LIM Lagerstroemia indica'Muskogee' Lavender Crape Myrtle LIN Lagerstroema indica'Natchez' White Gape Wrtle Lrr Lagerstroemia indica 'Tuscarora' Magenta Gape Myrtle MG fvbgnolia grandif lora 'Bracken's Brown Beauty' Brackens Brown Beauty Magnolia MG1 Nbgnoliagrandiflora'Bracken's Brown Beauty' Bracken's Brown Beauty Magnolia Mug Nbgnoliagrandiflora'Bracken's Brown Beauty' Bracken's Brown Beauty Magnolia K33 Magnolia grandif lora 'Bracken's Brown Beauty' Brackens Brown Beauty Magnolia PD Phoenix dactylifera madjool Date Palm PSX Philodendron selloum'Xanadu' Xanadu Philodendron QL Quercus laurifolia Laurel Oak QV1 Quercus virginiana Live Oak QV2 Quercus virginiana Live Oak QV3 Quercus virginiana Live Oak RIA Rhaphiolepis indica alba Indian hawthorn VO Viburnumodoratissimam Sweet Viburnum M Mishingtonia robusta Washingtonia Palm SOD St. Augustine St. Augustine Sod planted - building construction. Treesto be planted within Flandscape easement• e• on individual lots. © __ sheets for • and constructioni pertaining to the screen QReview all plans thoroughly. Significant changes have been made throughout. Thomas Daly Q Registered Landscape NORTH ��f� r� Architect 2004 Reg. # 1235 30' 0' 30' 60' Date: E O U � c w rn c — U Cz Q- cr, o r. po m rn U N cr) o L O= U � i C Q LZ ca �a c C c c c m1a) `L z aCY) `ern m m °�° 8 L6 0 N � r E E �, z 0 �- O U E � U rn Q Ill m c CL m m c 0 o w O N Q O O M r W c 1 CU _Win C: Q- C ca �� CL •� UL 4? -> ai CU U U 0 O CUC U C: �: LL PROJEC NT O. 2226 SCALE 11=30' DATE Oct 2003 SHEET L-3 SYMBOL BOTANICAL NAME COMMON NAME AA Agapanthus africanus Lily of the Nile AJ Trachelosperm rnasiaticumrrinirra Dwarf Asian Jasnine AN Annuals Selected by Owner CH Cuphea hyssopifolia False Mexican Heather CS Cupressus serrpervirens Italian Cypress EJ Eriobetrya japonica Loquat I FP Ficus purdla Creeping Fig IS Ilex x attenuata'Savannah' Savannah Holly \ JP Juniperus chinensis'Pbrsonii' Parsonii Juniper LEG Uriope miscari "Evergreen Cant" Uriope Evergreen Giant LIM Lagerstroerria indica'Muskogee' Lavender Crape Myrtle MG LIN Lagerstroemia indica'Natchez' White Crape Myrtle 22 1 LIT Lagerstroema indica'Tuscarora' Magenta Crape Myrtle MG Magnolia grandiflora'Bracken's Brown Beauty' Bracken's Brown Beauty Magnolia MG1 Magnolia grandiflora'Bracken's Brown Beauty' Bracken's Brown Beauty Magnolia MG2 Magnolia grandiflora'Bracken's Brown Beauty' Bracken's Brown Beauty Magnolia M33 Magnolia grandiflora'Bracken's Brown Beauty' Bracken's Brown Beauty Magnolia PD Phoenix dactylifera medjool Date Palm QL PSX Philodendron selloum'Xanadu' Xanadu Philodendron 2 QL Quercus laurifolia Laurel Oak QV1 Quercus virginiana Live Oak QV2 Quercus virginiana Live Oak QV3 Quercus virginiana Live Oak '-soo,, RIA Rhaphiolepis indica alba Indian hawthorn VO Viburnumodoratissin-umSweet Viburnum 21 WR Mshingtonia robusta Wbshingtonia Palm vo 15 SOD St. Augustine St. Augustine Sod NOTE: Street trees to be planted after building construction. Street Trees to be planted within 5' landscape easement when indicated on individual lots. Qs NOTE: See sheets H-1 & H-2 for all layout and construction information pertaining to the screen wall. Review all plans thoroughly. Significant changes have been made throughout. Thomas Daly g p Registered Landscape NORTH 111-h, v�1(j�� Reg.Architect hitect 1235 30' 0' 30' 60' 1 Date: E 0 U � c U � w Ci) -0 o ro U� o cf) g O� (Do cts rn U S,� N m so L CU 0 EL Q� CU Q> o nVJ J W � �0 c s; c _>N ma- �z co 0 m m En 2 Li 0 N Cn T r_ E n o E a E it Q U) o Q W O N Q C1' r O O O T W LL ,Ycn CU CU .a ® Ch, IL .ICI— d 70 t%) Q >, � �U J LL 0 ©ype • Prototvical a MrScale:% i 0 M TvmE P IN ' i MT,ype Prototyical Landscape Plan MWI'Scaie: i SYM BOIL BOTANICAL NAME AA Agapanthus africanus CH Cuphea hyssopifolia CJ Cleyera japonica PSX Philodendron selloum'Xanadu' VO Viburnum odoratissimum SOD St. Augustine NOTE: Viburnum hedge shown on side of units is shown for clarity. Viburnum hedge on side of units is limited to end units of buildings. COM M ON NAM E Lily of the Nile False Mexican Heather Cleyera Xanadu Philodendron Sweet Viburnum St. Augustine Sod Q2Review all plans thoroughly. Significant changes have been made throughout. A Review all plans thoroughly. Significant changes have been made throughout. 4' o' 4' 8' Thomas Daly Registered Landscape Architect Reg. # 1235 E 0 U � C U) N O Cz U -. o � po d- r E C� v� 00 «� rn U �N C7 E O 1L Y V � U � U >C_ Q > Q . nVJ � C W � [n C C C QD a. z � aM __j 0') m Cl) m C 0 r- L0 0 co C\j CO r N t5 � � z 0) Q 0 E a c°� ci U) U C.� Q 0� 70 m Ir Cr 0 0 w O C.0 Q CO r O 0 0 N C CU (Lim C> tLS� W �Q o CUC LL O E'- -7) PROJECT NO. 2226 SCALE 1 "=30' DATE Oct 2003 SHEET L-5 NOTES: PRUNE AND TIE FRONDS WITH 1. WASHINGTONIA AND SABAL PALMS HEMP TWINE INSTALLED W/BOOTS AND SKIRTS INTACT. 2. SEE PLANS AND SPECS. FOR PALMS W/BOOTS TO REMAIN ON TRUNKS. 3. FINAL TREE STAKING DETAILS AND TWO LAYERS OF BURLAP TO PLACEMENT TO BE APPROVED BY OWNER. PROTECT TRUNK x TWO STEEL BANDS TO SECURE 4. CONTRACTOR SHALL ASSURE ADEQUATE Z BATTONS PERCOLATION OF ALL PLANTIN PITS PRIOR FIVE 2"x4"x1 B° WOOD BATTONS TO INSTALLATION. PAINTED BROWN 3 - 2"x4" LUMBER POLE BRACE, NAIL (DRILL AND NAIL IF c~i NECESSARY) TO BATTONS AND 2"x4" STAKES. FLAG AT 2"x4" WOOD STAKES PAINTED MIDPOINT AND AT BASE BROWN 2" MULCH BERM SOIL TO HOLD WATER a ca �r 14* 0 0 N r m a rn J J co co J U co N N 0 co U Q N N N W U 0 c Iv E 0 0 T LL PALM TREE GUYING DETAIL NOTE: CONTRACTOR SHALL ASSURE PERCOLATION OF ALL PLANTING PITS/ BEDS PRIOR TO INSTALLATION. FINISHED GRADE 6" TYP. FINISH GRADE PREPARE PLANTING SOIL AS SPECIFIED NOT TO SCALE SHRUBS SHALL BE PLANTED 2' HIGH WITH SOIL MOUNDING UP TO THE TOP OF ROOT BALL. 2" MULCH RING WIDTH OF PLANTING HOLE SOIL BERM TO HOLD WATER SHRUB AND GROUND COVER DETAIL NOT TO SCALE O [\mil_ n tVAY O VARIES WITH PLANT BALL LARGE TREE GUYING DETAIL Detail for trees greater than 2" cal. 12 -r PLAN SMALL TREE GUYING DETAIL Detail for trees smaller than 2" cal. 1/2" DIA. BLACK RUBBER HOSE TIED WITH DOUBLE STRAND 12 GA. GALV. WIRE MIN. 3 GUYS PER TREE TURNBUCKLE AND WHITE FLAGGING 3" MULCH RING WIDTH OF PLANTING HOLE NOTE: BURLAP TO BE REMOVED FROM TOP HALF OF ROOT BALL 2°x4" WOOD STAKES OR #5 REBAR 24" LONG 3" BELOW GRADE PLANTTABLET (SEE SPECS FOR QUANTITY) PREPARE PLANTING SOIL AS SPECIFIED NOT TO SCALE NOTE: 1. CONTRACTOR SHALL ASSURE PERCOLATION OF ALL PLANTING PITS PRIOR TO INSTALLATION. 2. FINAL TREE STAKING DETAILS AND PLACEMENT TO BE APPROVED BY OWNER. PROTECT TREE TRUNK WITH BLACK RUBBER HOSE #10 GAUGE WIRE THREE 2' x 4" x & STAKES SPACE EVENLY AROUND TREE PAINT BROWN 3'MINIMUM OF CYPRESS MULCH SOIL BERM TO HOLD WATER B & B OR CONTAINERIZED ( SEE SPECIFICATIONS FOR ROOTBALL REQUIREMENTS) PREPARED PLANTING SOIL AS SPECIFIED NOT TO SCALE Single family residential homes Shade trees 50' o.c.----._ 6' Minimum buffer wall height measured from the finished grade on which ever side of the wall is higher, front or back.--\ 50' Building Setback Typical Buffer S,pction Scale General Plant Schedule QUANTITY SYMBOL BOTANICAL NAME 309 AA Agapanthus afric.anus 280 AJ Trachelospermurn asiaticum minima 162 AN Annuals 10 CH Cuphea hyssopifolia 10 CS Cupressus sempervirens 26 EJ Eriobetrya japonica 334 FP Ficus purrila 18 A IS Ilex x attenuata 'Savannah' 268 JP Juniperus chinensis 'Parsons' 893 LEG Liriope muscari "Evergreen Giant" 16 LIM Lagerstroenia indica'Muskogee' 22 LIN Lagerstroerria indica'Natchez' 83 LIT Lagerstroerria indica'Tuscarora' 13 MG Magnolia grandiflora'Bracken's Brow In Beauty' 12 MG1 Magnolia grandiflora'Bracken's Brown Beauty' 2 MG2 Magnolia grandif lora 'Bracken's Brown Beauty' 43 MG3 Magnolia grandiflora'Bracken's Brown Beauty' 1 PD Phoenix dactylifera medjool 144 PSX Philodendron selloum'Xanadu' 99 QL Quercus laurifolia 25 QV1 Quercus virginiana 2 QV2 Quercus virginiana 17 QV3 Quercus virginiana RIA Rhaphiolepis indica albs A1358 70 VO Viburnum odoratksirrum 27 WR Washingtonia robusta NA SOD St. Augustine Review all plans thoroughly. Significant changes have been made throughout. Zwe 5MR QUANTITY SYMBOL BOTANICAL NAME 2236 AA Agapanthus africanus 1491 CH Cuphea hyssopifolia 115 CJ Cleyera japonica 631 PSX Philodendron sellOLlm'Xanadu' 1104 VO Viburnum A NA SOD St. Augustine NOTE: Prototypical quantities are based upon estimated unit configuration. Contractor to verify final quantities with owner. C 111 I I I NOTE: ALL SHRUBS AND GROUND COVER MASSES f + TO USE TRIANGULAR SPACING EXCEPT _ _ _ WHERE NOTED REFER TO PLANT LIST FOR -I- + + INDIVIDUAL PLANTSPACING':C. CURB OR EDGE OF PAVEMENT TYPICAL PLANT SPACING NOT TO SCALE 2 story townhome unit 15' rear yard COMMON NAME Lily of the Nile Dwarf Asian Jasmine Selected by Owner False Mexican Heather Italian Cypress Loquat Creeping Fig Savannah Holly Parsonii Juniper Liriope Evergreen Giant Lavender Crape Myrtle White Crape Myrtle Magenta Crape Myrtle Bracken's Brown Beauty Magnolia Bracken's Brown Beauty Magnolia Bracken's Brown Beauty Magnolia Bracken's Brown Beauty Magnolia Date Palm Xanadu Philodendron Laurel Oak Live Oak Live Oak Live Oak Indian hawthorn Sweet Viburnum Washingtonia Palm St. Augustine Sod SPECIFICATIONS min., 1 gal., full pot, 3 plants per pot, 18" o.c. min., 1 gal., full pot, 12" runners, 5 runners min., 18" o.c. min., 4" full pot, 10" D.C., all plants to have blooms min., 1 gal. 6" x 12", 24" D.C. min., 30 gal., ht. as notated, full to base min., 10' ht. x 3' spd., 2" DBH min., 1 gal., full pot, 12" runners, 3 runners min., staked, 24" o.c. min., 10' ht. x 3' spd., 2" ['DBH min., 3 gal., full pot, 10" ht. X 18" spd., 30" o.c. min., 1 gal., full pot, 14" ht., 7-9ppp min., 18"o.c. min., 1 1/2" cal, 8' ht., mufti -trunk, 4 trunks min. rrin., 1 1/2" cal, 8' ht., mufti -trunk, 4 trunks min. min., 1 1/2" cal, 8' ht., mufti -trunk, 4 trunks min. min., 6-T ht., 1-1/2" DBH min., single straight trunk, fully branched min., 8' ht. x 5' spd., 3-1/2" DBH min., single straight trunk, fully branched min., 12' ht. x 5.5' spd., 3-1/2" DBH, single straight trunk, fully branched min., 10' ht. x 4.5' spd., 2" DBH min., single straight trunk, fully branched min., B&B, 24' et., diamond cut min., 3 gal., 24" ht. x 24" spd., 36" o.c. min., 1-1/2" DBH min., 10' ht. x 4' spd., single straight trunk min., 2" DBH min., 12' ht. x 5' spd., single straight trunk min., 2-1/2" DBH min., 13' ht. x 5' spd., single straight trunk min., 3-1/2" DBH min., 14' ht. x 8' spd., single straight trunk min., 3 gal., 12" ht. x 18" spd., 30" o.c. min., 7 gal., 36" ht. X 24" spd., 36" o.c. min., B&B, see plans for ht., single straight trunk, 12 fronds min., matched heavy 24" dia. Trunks w/ boots intact upper 1/3 of trunk solid sod COMMON NAME SPECIFICATIONS Lily of the Nile min., 1 gal., full pot, 3 plants per pot, 18" o.c. False Mexican Heather min., 1 gal. 6" x 12", 24" o.c. Cleyera min., 10 gal., 42" ht. x 36" spd. Xanadu Philodendron min., 3 gal., 24" ht. x 24" spd., 36" o.c. Sweet Viburnum min., 7 gal., 36" ht. X 24" spd., 36" o.c. St. Augustine Sod solid sod 1. Landscape Contractor shall be responsible for all materials and plants as called for on the landscape plans. The list of plant quantities accompanying the plans shall be used as a guide only. Contractor shall verify all quantities and report any discrepancies at time of bidding. 2. All plant material shall be graded Florida No. 1 or better, as outlined by "Grades and Standards for Nursery Plants", Florida Department of Agriculture and Consumer Services, division of Plant Industry. 3. All planting shall be top dressed with a minimum 2" pine bark mini nuggets. 4: The Landscape Contractor shall be wholly responsible for the stability and plumb condition of all trees and shrubs and shall be legally liable for any damage caused by instability of plant material. The staking method, if not shown by detail on this plan, shall be approved by the owner or his/her authorized representative. 5. Every possible safeguard shall be taken to protect existing trees that are shown on the landscape plan to be preserved. 6. The Landscape Contractor is responsible for cleaning all debris associated with their work. 7. Height and spread specifications refer to the overall plant form. Singular branches may not be used to meet minimum requirements. Tree caliper size to be measured 12" above grade. 8. All landscaping shall be installed according to accepted commercial planting procedures. Soil, shall be free of limerock, pebbles, or other construction debris. 9. All landscaping shall conform to the City of Ocoee standards. 10. Landscaping shall not interfere with power lines, sewer or water pipes or any other existing or proposed utilities. 11. All landscaping areas shall be 100% irrigated with an automatic irrigation system. Scope: Planting: Supplying and planting of trees, shrubs and grass in accordance with sound nursery practice and maintaining and watering them until final completion and acceptance by the owner and any other work as called for on the plans. General Conditions: 1. The landscape contractor shall have his labor crews controlled and directed by a landscape foreman well versed in plant materials, planting, reading blueprints, coordination between job and nursery in order; to execute installation rapidly and correctly. 2. The landscape contractor shall provide a competent superintendent on the work at all times, who shall be fully authorized as the contractor's agent on the work. The superintendent shall be capable of reading and thoroughly understanding the plans, specifications and other contract documents. 3. Landscape contractor shall protect all materials and work against injury from any cause and shall provide and maintain all necessary guards for the protection of the public. He shall be held responsible for any damage or injury to person or property which may occur as a result of his fault or negligence in the prosecution of the work. 4. The contractor shall not start work on any changes or "extras" in the project until a written agreement setting forth the adjusted prices has been executed by the owner and contractor. Any work performed on changes prior to execution of a written agreement may or may ,'not be compensated for by the owner at their discretion. Plans & Specifications: 1. Work shown on the plans and not mentioned in the specifications, or vice versa, shall be done as 'if shown on both and should any actual or apparent inconsistencies or errors be found, the contractor shall notify the landscape architect as soon as they are discovered and not proceed with any work where such uncertainty exists. 2.The landscape contractor shall exercise care in digging and other work so as not to damage existing work, including pipes and cables and hydrants of watering systems. Should such overhead or underground obstructions be encountered which interfere with planting, the owner shall be consulted and will adjust the location of plant materials to clear such obstructions. contractor shall be responsible for the immediate repair of any damage caused by his work. 3. Removal of debris and grading for the site as well as for drainage to within 1 inch of finished grade shall be provided by others. Finished grade shall be 2 1/2" below adjacent walks and curbs. 4. It shall be the responsibility of the landscape contractor to provide the final grading during the course of landscape installation. The site grading plan must be checked prior to installation of sod to insure that drainage will not be modified. 5. The landscape contractor shall at all times keep the premises free from accumulations of waste materials or rubbish caused by his employees or work. Installation: 1. The owner or his agent shall have the right' at any stage of operations to reject any and all work and materials which; in his opinion, do not meet with the requirements of these documents. Such rejected material shall be immediately removed from the site and acceptable material substituted in it's place. 2. Should any objectionable materials such as old concrete, lime rock base, bricks etc. be encountered during the planting operations, they shall be removed from the site by the landscape contractor. 3. New plantings shall be set that the final leve'I of ground around the plants shall conform to thel surrounding grades or as otherwise specified. 4. If torpedo grass or other pernicious weeds are introduced into the plant material or in the planting soil, this material will be rejected and immediately removed from the site. 5. The landscape contractor is entirely responsible for the work until final acceptance. 6. All plant material shall conform to the name!given in standardized plant names, 1942 edition prepared by the American Joint Committee in Horticulture Nomenclature. Names of varieties not included therein conform generally with names accepted in the nursery trade. 7. All plant material shall be nursery grown accept where specified as collected material, and shall comply with all required inspections, grading standards and plant regulations as set forth by the Florida Department of Agriculture's "Grades and Standards for nursery plants Parts I & It." 8.AlI plant material shall have a habit of growth that is normal for that species and shall be sound, healthy, vigorous and free from disease, insects and damage. 9. Trees shall be heavily branched and palm trees shall be heavily leafed. Requirements for measurement, branching characteristics, and balling and burlapping methods generally follow the code of standards currently recommended by the American Association of Nurserymen Inc. 10. Except where another grade is specifically called for in the plans, all plant material shall be no less than Florida no'1 at the time of final inspection immediately prior to the acceptance by the owner. 11. Movement of nursery stock shall comply with all federal and state regulations therefore required inspection certificates shall accompany each shipment. 12. The contractor shall furnish and plant all the plants required to complete the work shown on the plans. Unit prices provided on the schedule will be used to adjust the contract in the event of changes during installation. 13. Substitutions of plant material or change in size of plant material will be permitted only upon written authorization by the owner or his agent. 14. Clear trunk shall be specified after the minimum of fronds have been removed. Palms will not be accepted with burn marks or with old palm frond boots still clinging to the trunk, Buds shall be tied with burlap straps to be left in place until the tree is well established in it's planted location.s I&II." 15. Any palm trees showing cable marks or equipment scar will be rejected. Canvas straps or slings must be used for the handling of palm trees. 16. Mulch shall be shredded pine or cypress bark mulch, and must be approved by the landscape architect. All planting areas not covered by grass shall be mulched to a minimum of 2 inches to present a finished appearance. 17. All sizes shown for plant material on the plan are to be considered as minimums. All plant material must meet or exceed these minimum requirements for specified shape or effect, as 'noted on the plan. 18. No plant shall be accepted when the ball of earth surrounding its roots has been cracked or broken. The diameter of the ball must be sufficient to encompass the fibrous and feeding root systems necessary for the maximum development of the plant. 19. Root pruning shall have been done a minimum of four weeks before planting at the job site. 20. Container grown plant material shall be carefully removed from the container, so as not to disturb the root system. 21. The balls of B & B plants which cannot be planted immediately shall be covered with moist soil or mulch to insure protection from drying winds and sun. All plants shall be watered as necessary, until planted. 22. Trees moved by crane or winch shall be thoroughly protect from chain marks, girdling or bark slippage by means of burlap wood battens or other method approved by the landscape architect. Battens shall not be attached to the trees by nails. 23. Tree locations must be staked and approved by the landscape architect prior to plant hole excavation. 24. Circular pits with vertical sides shall be excavated for all trees. 25. All plants shall be centered in pits and set to such a depth that the finished grade level at the plant after settlement will be the same as that which the plant was grown. No burlap shall be pulled out from under balls. All broken or frayed roots shall be cut off cleanly. Soil shall be placed and compacted thoroughly, avoiding injury and shall be settled by watering. The ground around all plants after planting shall be basin shaped to hold and retain water. No filling around trunks will be permitted. After ground settles, additional soil shall be filled into the level of finish grade. 26. In the event that groundcover material cannot be located as specified, the landscape contractor may upon written notice install material of available size. Spacing and plant quantity will be adjusted at no additional cost to the owner. 27. Groundcover material must be mulched as approved by the landscape architect. 28. Fertilization: the rate of application for dry fertilizer shall be 16 pounds of nitrogen per 1000 square foot. 29. Fertilizer shall be spread uniformly over areas to be covered by use of an approved distribution device calibrated to distribute the specified quantities. 30. Groundcover and sod shall be fertilized with 6-6-6 at a rate of 600 lbs. per acre. 31. Shrubs shall be fertilized with 6-6-6 at a rate of 10 lbs. per 1,000 s.f. 32. Trees shall be fertilized with 6-6-6 at a rate of 1lb per foot of height. 33. Canadian peat moss shall be loosened and moist prior to using. All azaleas shall be back filled with 50 % peat moss and 50 % site soil. 34. Staking and guying of plant material shall be as shown on the plans. 35. The tops of trees shall be pruned in a manner consistent with standard horticultural practices. All cut surfaces of one inch or more shall be treated with commercial sealant. Grassing 1. It shall be the responsibility of the landscape contractor to finish grade all landscape areas, eliminating all bumps, depressions, sticks, stones and other debris. 2. Sod shall be as shown on the plans. Sod shall be of firm tough texture having a compact growth of grass with good root development. It shall contain no weeds or other grasses. Sod shall be free from fungus, vermin and other diseases. 3. Before being cut and lifted, the sod shall have been mowed at least three times with a lawn mower the final cut not more than seven days before sod is cut. The sod shall be carefully cut into uniform dimensions. 4. Solid sod shall be laid closely abutting joints with a tamped even surfaces. 5. It shall be the responsibility of the contractor to bring the sod edge in a neat clean manner to the edge of all paving and shrub areas. Maintenance 1. Maintenance shall commence after each plant has been planted and shall continue until final acceptance of all work. Plantings shall be maintained by watering, removing of dead branches, resetting plants to proper grades, or upright position, and any other operations necessary to complete the maintenance. 2. Replacement of plants necessary during the maintenance period shall be the responsibility of the Contractor, including for possible replacements of plants resulting from removal, vandalism or acts of neglect on the part of others, or Acts of Providence, until final acceptance. 3. In the event that weeds or other undesirable vegetation becomes prevalent, it shall be the Landscape Contractor's responsibility to remove them. 4. Trees or other plant material, which fall or are blown over during the maintenance period, will be reset by the Contractor at no additional expense to the Owner. The only exception being hurricane force winds. Completion and Acceptance 1. Completion of work shall mean the full and exact compliance and conformity with the provisions expressed or implied in the Drawings and Specifications, including the complete removal of all trash and debris created by the Landscape Contractor. 2. Any paved areas, which have unavoidably been strewn with soil or other waste, shal I be thoroughly swept. 3. All plant material shall be alive and in good growing condition for each specified kind of plant at the time of acceptance. The rating of each plant according to Florida Grades and Standards shall be equal to or better than that called for on the Plans and in these Specifications at the time of acceptance by the Owner. Guarantee and Replacement 1. Trees shall be guaranteed for one (1) year. Shrubs shall be guaranteed for one (1) year. Sod shall be guaranteed for six (6) months. The guaranteeing of plant material shall be construed to mean complete replacement with plant material of the same species, size, quality, and grade, as that of the original material. If material is not in a healthy growing condition or is questionable as to its survival ability a the end of the guarantee period, then it shall be the Landscape Contractor's responsibility to immediately replace any dead material. The guarantee will be null and void if plant material is damaged by lighting or hurricane force winds and has not received adequate watering and prescribed maintenance INK 2004 Thomas Daly Registered Landscape Architect Reg. # 1235 Date: 0 v a) Sl U7 c 0-- c) ti © O �ti g, x� rn 00 U N C: M 0 co ago LL D 03 O 0CL � L ioe � U Q� _ C Q f p� .0 W > � Cc Cu CL � `L z aCY) 7 r J x) m m m 0 0 0 0 480 05 8 a co rn O E 0 0 U U U w � � o 0 v 0- '> m CD IZ cr 0 0Lu O N Q CO 0 0 N r L> C 4-4 CU aM CUWU U CIS C ®� .T W o EL 0 0) ai o _C/) "CU 0^ o ® ''3 UJ CU C U LL- tt7 J 77222 ROJ- O. 2226 SCALE As Noted DATE Oct 2003 SHEET L-6 K ME I'D K D I D p, H 'N ..........., H G F HLINE B ATC5/4i H H 1 1/H H H H H H V/11 I 3/ _211%D D H 1,727 --- Y D fs .......... If H 3/ H D I D" 1 j B I "­. � 11 D ...... /� . . ........ . ....... . . . . ..... ........ 13/4" H 13/4" f f D H 0/ D ------ H - — - — --_--_----___- ----- -- ------- AA 1 7 D . ....... . D H % F 15 I G 0 U /, TG G WE CPM D . ........ B 14 /� .............. 50 1 1 D 3/ 1-74 `1 /2" VALVE WE 1,2 6 9 2/1 4 2" 71 I-T ZONE D 3/4' WN We -110!N",1 2" 2 1/2- I vuvE � I61 H pN 9 VALVE SM M H 2 73 VALVE SaE GM ,,4"YUYEs� IONE� UNITS 4 D 11 D /N1 3/4" '�2�"x 1XI 70-85 2 73 /0 �7 12 LOCATE CONTROLLERS D, AVALYE -ADJACENT TO 8 2 U H H :6 08)11 Nff 2" 59 C VALVE SZE. 10� J? r) 9 2' 0 F n F /4'1 /> 21' 68 H 1 . .. . ...... __11111111, H D H 4 011 3 4" 2 9 15 B D `3/4" H H G ... ..... . .. DI 2 11 7' 2 2 G I �, I f F x SY,4' 'Z A C11 2 1/2" F J/ ...... 4_ 041 U lik 2 1/ ff IB .. ..... . P, l-A! V 4" SLEEVE & U 2" VALVE WIRE . .. ........ Fj SLEEVE E 0 . ..... . ........ . 3 3/ wfx 2 F /111/�/.1/47 SLEEVE & 4 SLEEW V H H rf H 2" VALVE WIRE H 3Y,4" U 53 3" H VALVE WE WM SLEEVE H xx lmrl,',� V i Dff f 86-95 H H "/p TV 1 3/ F 2 P JB H H G G D H H D 1 -1-11 -, - — Q H Q 17� H H ......... . U _=====f 11Y, x .max. H A iz D N1, /4" D V, H 41 . . ...... /f G . ........... _- K .............. . . . ......... . . .... Y • • E i/4" H Y 7k_1 D 1/4" U SLEEV111 Li D D/ D1 N H Y F ""H• 3/4" H ­W H D' DN D U I H 1 -112 1 FOR IRRIGATION— ni MASTER METER H /D �A SYSTEM S HI 2 4" SLEEVE & 2" SLEEVE 2" VALVE WIRE /0 1 1/2" 1% S M T ill W D 7/ SLEEVE F F ------- G/ W, Hj D D f V H 3/4$, E M /yrr I H W/ FIN Is; if H G D It /4" P F 41 1W D H I if tj H 3 S: V72 T D if H J/ n D H idA N., 3 4" M 1-4 L 2 1/2 D M _�M D 1" D D1 1 DHyy A D VALVE GPM /4" 11A %S," 1,4 N' xx E 3 /y(4 D T 4 2 r", F D n Z/ 31 '11 r�. / -, Z /// / N F 3/ D D ......... .......... D NOTE: Seeffieets H 3 /4" G 2 1/ & H-2 for a11 layout and 3/ D I -1/4F -D LI/Y # F ty D on information D . . ... nz,,­ Z, A _X constru4c NOTE: If a backflow D pertai*g to the screen "Z-1 ­_ — .1111- ."': _­11-11-1, "Ill., / • "'D D 3 4 preventer is required, it will H wall. be screened by shurbs. 17V n D NZI-1 M _j ®CO crowln P, . ..... D. ...... .. W-fV ZI-11 . . .. ..... 01nt P <U ............ ..... . ... 'Kwav D I 0 f, . . ...... __ Wa V Al, D . .......... . ..... .. .... . ... ..... . D GMO . . ....... 'Z zz ........ . .. Zzz­ ............ ... ­­,­-­­­­-_" ........... . ....... . .......... PW .................. . . . ........ Z111"I", Z1111111111111""'. D D A Review I plans thoroughly. Significant changes have been made throughout. k, D/ WLI5SA A. OYN�5 lrri#ion Pe5iqn Co15ultai 6411 Poc&55ct Place, Orlando, Florida 32821 (401) 616-1014 Ia# 0001404 Not included 'this 90lans for contract. S _/� Thomas Daly / Subdivision. sP Westyn Registered Landscape Architect Z_ NORTH PR 0 7 2004 Reg. # 1235 30' of 30' 60' Date: E 0 C: U) Q) 0 (Z (j _q 10 a CU M z 00 o C\j I- CY) _0 0 U_ (0 0 CL Q) C 70 CZ J C (Z > 7 CU IL z 7C) z CY) x x q L6 C\j (D E E z C) 0 0 (D 0 E Ir 0 0 (D c) C/) 0- LU (D (D (D C? C? Uj C\j N(0 q tt CU U) C: 43 M Cl) CL LL (D C: > .0 1100) C 31 C) _b cf) Cl) 5 CU C .0 LL 0 PROJECT NO. 2226 SCALE 1 11=30' DATE Oct 2003 SHEET I-1 j KA ATr. I-H I I ICI F R y �,.,% 6'k A 21 2 LEGEND ® RAINBIRD 1806—PRS SERIES 6" POP—UP SPRAY HEAD WITH MPR NOZZLE ■ RAINBIRD 1812—PRS SERIES 12" POP—UP SPRAY HEAD WITH MPR NOZZLE ♦ RAINBIRD PA-8S—PRS SHRUB ADAPTER ON RISER WITH MPR NOZZLE ® HUNTER PGM-04—A—R PART CIRCLE LAWN ROTOR 2.0 NOZZLE (2.0 GPM) O HUNTER PGM-04—R FULL CIRCLE LAWN ROTOR 3.0 NOZZLE (3.0 GPM) HUNTER P • PART CIRCLE ROTOR HEAD At 2.7 GPM HUNTER PGP-360-9 FULL CIRCLE ROTOR HEAD 5.5 GPM ® RAINBIRD PESB SERIES ELECTRIC VALVE. SIZE AS SHOWN ON THE PLAN. INSTALL VALVE IN AN AMETEK VP-12A VALVE BOX. — — — — — — CLASS 200 PVC MAINLINE — 2 1 /2" CLASS 160 PVC LATERAL LINE— SIZE AS SHOWN UNTIL A SMALLER SIZE IS SHOWN. (3/4" MIN.) SCHEDULE 40 PVC SLEEVE. SIZE 2 TIMES THAT OF PIPE SIZE SHOWN. CONTROLLERS— RAINBIRD ESP-40MC, 40 STATIONS. © AND RAINBIRD ESP-24MC, 24 STATIONS. PEDESTAL MOUNTED. PROVIDE A TRC COMMANDER SYSTEM WITH PERMANENT CONNECTIONS SUPPLIED TO EACH CONTROLLER. (REMOTE CONTROL TECHNOLOGY 800-275-8558) INSTALL A MINI—CLIK II RAIN SENSOR AT CONTROLLER LOCATION. GROUND WITH A 8' MINIMUM COPPER CLAD ROD. SLEEVE TO AS REQUIRED. SEE PLAN FOR LOCATION. 0 POINT OF CONNECTION TO EXISTING REUSE MAIN. NOZZLE CHART LETTER MODEL GPM AT RADIUS PATTERN 30 PSI A 1800-15F 3.7 15' FULL B 1800-15TQ 2.8 15' THREE QTR. C 1800-15TT 2.5 15' TWO THIRD D 1800-15H 1.9 15' HALF E 1800-15T 1.2 15' ONE THIRD F 1800-15Q 1.0 15' QUARTER G 1800-15EST .61 4' X 15' END STRIP H 1800-15SST 1.2 4' X 30' SIDE STRIP J 1800-12F 2.6 12' LOW FULL K 1800-12TQ 2.0 12' LOW THREE QTR. L 1800-12TT 1.7 12' LOW TWO THIRD M 1800-12H 1.2 12' LOW HALF N 1800-12T .87 12' LOW THIRD P 1800-12Q .65 12' LOW QUARTER R 1800-1OF 1.57 10' LOW FULL S 1800-1 CH .79 10' LOW HALF T 1800-1OT .52 10' LOW THIRD U 1800-1OQ .39 10' LOW QUARTER V 1800-8F 1.6 8' FLAT FULL W 1800-8H .79 8' FLAT HALF X 1800-8T .52 8' FLAT THIRD Y 1800-8Q .39 8' FLAT QUARTER Z 1800-5H—B 1.0 5' HALF BUBBLER Q NOTE: See sheets H-1 & H-2 for all layout and construction information pertaining to the screen wall. 0 1 Review all plans thoroughly. Significant changes have been made throughout. W155A A, JOYN 5 Irri#ion benign Comltali 8411 rocasset place, Orlando, Florida 32821 (401) 616-1014 la# 0001404 NORTH 1 .0 Thomas Daly Registered Landscape Architect Reg. # 1235 Date: E O U � C o� U_q cu co o � a c� O n+ LL L ®_ U CL >C Q in a c > �C C: c roa- o' z 7C) a TCY) VJ T W M 1 W O N C 'a E 18 0 U O X� U B U U) Q � a U N � 1..1� 0 W O N QT Q M a= (ULM CL C: �_� 2 CU ®U) .> ID ® ��j C QQ o CU C i i t • £ f 5 ma's I i ?S F p f i 5: fl r i S£{ 5 G G nn,Lf F f sy r , UNITS 38-� & 137-145 VALVE a 2 5 S{ 3 i 4 j1175 G 116 115 _ Zlt € j t Westyn Bay Subdivision 5 • 1 /4" IRRIGATION SYSTEM PERFORMANCE MOTES 1) IRRIGATION SYSTEM AS SHOWN IS DESIGNED TO OPERATE OFF AN EXISTING REUSE MAIN, SYSTEM AS DESIGNED IS TO OPERATE OFF A MINIMUM FLOW OF 75 GPM AND A MINIMUM PRESSURE OF 60 PSI AT THE POINT OF CONNECTION. CONTRACTOR SHALL CONTACT LANDSCAPE ARCHITECT PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION IF AVAILABLE FLOW AND PRESSURE DEVIATES FROM 75 GPM AND 60 PSI MORE THAN 57, AND WILL AFFECT PERFORMANCE OF SYSTEM, MINIMUM PRESSURE REQUIREMENTS-60 PSI AT POINT OF CONNECTION 50 PSI AT BASE OF PGP ROTOR HEADS 40 PSI AT BASE OF PGM ROTOR HEADS 30 PSI AT BASE OF 1800 SPRAY HEADS 2) HEAD LAYOUT BASED ON BASE INFORMATION PROVIDED. HEADS SHALL BE ADJUSTED TO ACCOMMODATE FIELD VARIATIONS WHILE MAINTAINING 100% COVERAGE AND MINIMIZING OVERSPRAY ONTO PAVED AREAS AND BUILDINGS. 3) LATERAL PIPE SHALL BE SIZED SO THAT WATER VELOCITY DOES NOT EXCEED 5 FEET PER SECOND. MAXIMIM GPM PER PIPE SIZE AS FOLLOWS: 3/4" PIPE 8 GPM 1" PIPE 14 GPM 1 1 /4" PIPE 24 GPM 1 1/2" PIPE 36 GPM 2" PIPE 50 GPM 2 1/2" PIPE 80 GPM 3" PIPE 120 GPM 1/2" PIPE SHALL NOT BE USED FOR LATERAL PIPE EXCEPT FOR SHRUB RISERS 4) IN THE EVENT THAT WELLS ARE USED FOR THE WATER SOURCE FOR THE IRRIGATION SYSTEM, THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING WATER SAMPLES FROM THE WELL, AT THE LANDSCAPE CONTRACTORS EXPENSE, HE SHALL HAVE A CERTIFIED LAB ANALYZE THE WATER QUALITY. THE LANDSCAPE CONTRACTOR SHALL REPORT TO THE LANDSCAPE ARCHITECT OR OWNER'S PROJECT MANAGER, ANY POTENTIAL ISSUES THAT MAY AFFECT THE HEALTH OF THE PLANT MATERIAL OR POTENTIAL STAINING TO THE SIDEWALKS AND BUILDINGS. REPORTING SHALL OCCUR BEFORE THE INSTALLATION OF THE IRRIGATION SYSTEM. FAILURE TO REPORT SHALL PLACE LIABITLITY ON THE LANDSCAPE CONTRACTOR. WALL OR STRUCTURE 12" SHRUB ADAPTER AND NOZZLE. SEE NOZZLE CHART, INSTALL RISER 4" ABOVE INSTALLED PLANT MATERIAL PAINT RISER BLACK PVC SCH. 40 RISER ULTRAVIOLET PROTECTIVE PVC CLAMPS STEEL ANGLE - FINISH GRADE PVC TEE OR ELBOW SHRUB RISER DETAIL NOT TO SCALE SIDEWALK, CURB 7ETC. FINISH GRADE PVC FLEX PIP USE 1/2" ON SPRAY HEADS 3/4" ON ROT MIN. 18" LEN( PVC TEE SXS; OR ELBOW LATERAL LINE SPRINKLER NOZZLE �55 qFF (14ART EET ELL NOTE: ALL WIRING TO BE INSTALLED �-�— 121" AS PER LOCAL CODE. CONTROLLER BOX T 0 46" 16"x8"x11" CONCRETE BASE CONTROL WIRE COMMON WIRE FINISH GRADE ANCHOR BOLTS (4) 3" SWEEP ELL 120 VOLT WIRE IN 11" CONDUIT I j 16 OF DIRECT BURIAL WIRES (TO REMOTE CONTROL VALVE) CONTROLLER DETAIL NOT TO SCALE ALL VALVE BOXES SHALL BE MARKED WITH THE ZONE NUMBER AS PER INSTRUCTIONS BY THE LANDSCAPE ARCHITECT. VALVE BOX W1 TO LATERAL LINE 6 MAINLINE PLACE CONTROL WIRES UNDER MAIN FINISH GRADE CONNECTORS EXPANSION SURGE LOOPS VALVE --45 6" GRAVEL �TEEBASE .,..,w.,;:.: .....•.....� �-3,,, ��. �%�F. .,,.••.;,•'fir ...•,,.•,s. }.Z �,,,,r, £. .. �.....�/�, Sv/`�' i2 /, .'} vii ', Z 1/b Y "' •, •,� �.w 1,� HEAD DETAIL ELECTRIC VALVE NOT TO SCALE NOT TO SCALE Review all plans thoroughly. Significant 3 NOTE: See sheets H-1 A changes have been made throughout. & H-2 for all layout and construction information MN55A A, JON5 A0 `� NORTH � �' 00 pertaining to the screen Irrigation ne5ign Con�ul�an� 6411 PXa55d place, Orlando, rIzida 32621 wall. (401) 816-7014 301 01 30, 60, la# 0001404 Thomas Daly Registered Landscape Architect Reg. # 1235 E 0 0 c "cn CD o ro U� O I M CM V � � o O Uz U c Q� Cz c ri �z (l� a �rn m 2 m m LO CV C0 r ECD 0 O 4 U E iz 0 v � Q o C) co a`) ac Q- as a'> cc 0 0 w O N Q O O O c� r CU cum Co ® Cl) 0 C >� a> ® u M® .� U - CU CUC Q PROJECT NO. 222E SCALE 1 °=30' DATE Oct 2003 SHEET I-3 GENERAL NOTES 1) REFER TO THE LANDSCAPE PLANS WHEN TRENCHING TO AVOID TREE AND SHRUB LOCATIONS. 2) ALL MAINLINE PIPING SHALL BE BURIED TO A MINIMUM DEPTH OF 18" OF COVER AND ALL LATERAL PIPING SHALL BE BURIED TO A MINIMUM DEPTH OF 12" OF COVER. 3) ALL POP—UP ROTOR AND SPRAY HEADS SHALL BE INSTALLED USING AN 18" PVC FLEX PIPE CONNECTION. CONTRACTOR SHALL NOT USE FUNNY PIPE. 4) PIPE SIZES SHALL CONFORM TO THOSE SHOWN ON THE DRAWINGS. THE SMALLEST LATERAL PIPE SIZE TO A SINGLE SPRAY OR ROTOR HEAD SHALL BE 3/4". 5) ALL RISERS SHALL BE STAKED WITH A 1" WOOD DOWEL AND SECURED WITH UV RESISTANT PLASTIC CABLE TIES. RISERS AND DOWEL SHALL BE PAINTED FLAT BLACK. 6) ALL REMOTE CONTROL VALVES, GATE VALVES AND QUICK COUPLERS SHALL BE INSTALLED IN VALVE BOXES. 7) ALL RISERS SHALL BE INSTALLED 12" FROM ANY WALL AND A MINIMUM OF 36" FROM ANY SIDEWALK, PATIO OR ROAD. 8) THE EXACT HEIGHT OF ANY 12" POP—UP THAT IS SHOWN IN A SHRUB BED SHALL BE DETERMINED BY THE LANDSCAPE ARCHITECT IN THE FIELD. 9) CONTROL WIRE SHALL BE 14-1 OF DIRECT BURIAL, COLORED RED FOR CONTROL WIRES AND WHITE FOR COMMON WIRES. NO CROSS CONNECTION BETWEEN CONTROLLERS SHALL BE ALLOWED. WIRE SPLICES SHALL BE MADE ONLY IN VALVE BOXES USING RAINBIRD 'SNAP—TITE" CONNECTORS. 10) ANY PIPING OR VALVES SHOWN OUTSIDE THE PROPERTY LINE OR OUTSIDE OF A LANDSCAPE AREA IS SHOWN THERE FOR DESIGN CLARITY ONLY. ALL PIPING AND VALVES SHALL BE INSTALLED ON THE PROPERTY AND WITHIN LANDSCAPE AREAS. 11) IT IS THE RESPONSIBILITY OF THE IRRIGATION CONTRACTOR TO FAMILIARIZE HIMSELF WITH, AND EXERCISE CARE SO AS TO NOT DAMAGE ANY EXISTING BERMS, WALLS, STRUCTURES, PLANT MATERIALS AND UTILITIES. THE IRRIGATION CONTRACTOR SHALL BE RESPONSIBLE FOR THE IMMEDIATE REPAIR OR REPLACEMENT OF ALL ITEMS DAMAGED BY HIS WORK, HE SHALL COORDINATE HIS WORK WITH OTHER CONTRACTORS FOR THE LOCATION AND INSTALLATION OF SLEEVES AND PIPING THROUGH WALLS, UNDER ROADWAYS AND PAVING, ETC. 12) DO NOT WILLFULLY INSTALL THE SPRINKLER SYSTEM AS SHOWN ON THE DRAWINGS WHEN IT IS OBVIOUS IN THE FIELD THAT UNKNOWN OBSTRUCTIONS, GRADE DIFFERENCES OR DIFFERENCES IN AREA DIMENSIONS EXIST THAT MIGHT NOT HAVE BEEN CONSIDERED IN THE ENGINEERING. SUCH OBSTRUCTIONS OR DIFFERENCES SHOULD BE BROUGHT TO THE ATTENTION OF THE OWNER'S AUTHORIZED REPRESENTATIVE, IN THE EVENT THIS NOTIFICATION IS NOT PERFORMED, THE IRRIGATION CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ANY REVISIONS. 13) FINAL LOCATION OF THE AUTOMATIC CONTROLLER(S) SHALL BE APPROVED BY THE OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO INSTALLATION. 14) ELECTRICAL SERVICE TO ALL EQUIPMENT SHALL BE PROVIDED TO A JUNCTION BOX AT THE EQUIPMENT LOCATION. (BY OTHERS. NOT A PART OF THIS CONTRACT) THE IRRIGATION CONTRACTOR SHALL BE RESPONSIBLE FOR THE FINAL CONNECTION FROM THE JUNCTION BOX TO ALL EQUIPMENT. 15) THE IRRIGATION CONTRACTOR SHALL FLUSH AND ADJUST ALL SPRINKLER HEADS AND VALVES TO PROVIDE OPTIMUM COVERAGE WITH MINIMAL OVERSPRAY ONTO WALKS, STREETS, WALLS, ETC. IN ORDER TO ACCOMPLISH THIS, THE CONTRACTOR MAY SUBSTITUTE VARIABLE ARC NOZZLES IN PLACE OF THE SPECIFIED FIXED ARC NOZZLES WHERE NECESSARY. PRESSURE COMPENSATING SCREENS MAY ALSO BE USED TO REDUCE SPRAY DISTANCE. 16) THE CONTRACTOR SHALL COMPLETE ALL WORK IN ACCORDANCE WITH ALL PREVAILING LAWS, CODES AND REGULATIONS. 17) ALL SPRINKLER EQUIPMENT NOT OTHERWISE DETAILED OR SPECIFIED SHALL BE INSTALLED AS PER MANUFACTURER'S RECOMMENDATIONS AND SPECIFICATIONS. 18) THE CONTRACTOR SHALL PREPARE AN AS —BUILT DRAWING ON A REPRODUCIBLE MYLAR SHOWING ALL IRRIGATION INSTALLATION. A MYLAR OF THE ORIGINAL PLAN MAY BE OBTAINED FROM THE LANDSCAPE ARCHITECT FOR A FEE. THE AS —BUILT DRAWING SHALL LOCATE ALL MAINLINE AND VALVES BY SHOWING EXACT MEASUREMENTS FROM HARD SURFACES. 19) ALL WORK SHALL BE GUARANTEED FOR ONE YEAR FROM THE DATE OF FINAL ACCEPTANCE AGAINST ALL DEFECTS IN EQUIPMENT AND WORKMANSHIP. 20) HOSE BIBS SHALL BE LOCATED ALONG THE PRESSURIZED MAINLINE AT A DISTANCE NOT TO EXCEED 100' BETWEEN BIBS, 21) SLEEVES SHALL BE PLACE UNDER PAVEMENT AS SHOWN ON PLANS AND SHALL BE A MINIMUM OF 2X THE SIZE OF THE IRRIGATION PIPE. 22) ALL SPRAY HEADS IN THE ROW SHALL BE EITHER 6" OR 12" POP—UP AS INDICATED ON THE PLANS. 23) CONTRACTOR SHALL PERFORM PRESSURE AND VOLUME TEST ON IRRIGATION WATER SOURCE OVER A CONTINUOUS 24 HOUR PERIOD PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION WORK. SHOULD THE AVAILABLE SUPPLY NOT BE ADEQUATE TO MEET THE DEMANDS OF THE IRRIGATION SYSTEM AS DESIGNED THE CONTRACTOR SHALL CONTACT THE LANDSCAPE ARCHITECT PRIOR TO CONSTRUCTION FOR DESIGN MODIFICATIONS. 24) CONTRACTOR SHALL INSTALL PURPLE PIPE AND IRRIGATION EQUIPMENT INDICATING THE USE OF RECLAIM WATER FOR IRRIGATION AS REGULATED BY ALL LOCAL AND STATE REGULATIONS. 25) CONTRACTOR SHALL PROVIDE AND INSTALL ALL POINT OF CONNECTION EQUIPMENT SUCH AS, BUT NOT LIMITED TO, BACKFLOW PREVENTER AND METER AS REQUIRED BY THE GOVERNING JURISDICTION. QQ NOTE: See sheets H-1 & H-2 for all layout and construction information pertaining to the screen wall. MN55A A JOYHF5 lrrlggion Pe51gn Cm%ltag 8411 Poca55A place, Orlando, Florida 32621 (401) 816.7014 la# 0001404 W�155A A. JOYN�5 Irrigahon P65ign Con5ultai 8411 P0055eE place, Orlando, Florida 32821 (401) 616-1014 la# 0001404 - A I � Ou NORTH co, 01 30,.0 Thomas Daly Registered Landscape Architect Reg. # 1235 Date: E O U C U � U � -0 O tt� U_q E o m o© ti E � cU M U N co O 0 D O� a� ro > n� J LO W � as rn Q c roIL 7C) aM T J � U m m a� o 00 0 � w v cc U W m 0 w o Q � o 0 m �� fn CU OCl) o C FLL > ID 0 O O �p o LZ F— PROJEC NT O. 2226 SCALE 1 "=30' DATE Oct 2003 SHEET 1-4 If - 114 I 115 I II 113 I estyn Boy Subdivision I 117 1 118 119 116 I I ' I I I 122 120 I 121 ' \ 146 147 148 149 150 151 152 _ \ 108 \ \ 109 \ 110 101 / \ �� 107 102/ / 1 ' Sidewalk to joiiWestyn Bay Subdivision to the / Towns of Westyn Bay J � 103/ 105 \ 104 Pedestrian Gate .\ \\to rn tch pr�ect \ 7ntry g e \ 6' Masonry w to tie into rear of Westyn Bay Boulevard buffer wall, 2,360'+f. Wall to wrap site to Ocoee popka Road. e Detail Existing Buffer Wall 42 41 n ." 1 40 Qe \ 39 38 154 155 1 156M1571 51729 160 161 162 163 164 165 166 167 168 169 170 171 122 1121 1 120 1 119 1118 1117 I 1116 1115 1 114 1113 1112 1111 1110 1109 123 GENERAL NOTES: 1. DETAILS ARE FOR REFERENCE OF MATERIALS AND FINISHES ONLY. SEE STRUCTURAL. ENGINEER'S DRAWINGS AND I CALCULATIONS FOR STRUCTURAL DETAILS OF REINFORCEMENT AND FOOTERS. 2. ALL HARDSCAPE ELEMENTS, DETAILS, MATERIALS, FINISHES, COLORS, & ACCESSORY ITEMS TO MATCH EXISTING WESTYN BAY DEVELOPMENT, UNLESS OTHERWISE NOTED. A-,3.,ANY LIGHTING ALONG THE PERIMETER OF THB aITE SHINING ON THE BUFFER WALL, LANDSbAKNG OR SIGNAGE, MUST BE SHIELDED AID SCREENED WITH SHRUBS TO ELIMINATE GLARE.`-,_ j i, I - . va _0„ 100 E 6' Typical Road Buffer Wall Wall & ` 99 98 97 ss / — Landscape 40' o,, Ocoee_ C rown--PojM Rarkway Easement / Tie into exist-idg sig mir, 120' Fla bt-of Way — — 0" 6' Masonry wall, 2,360'+f. Wall to wrap site to Westyn Bay Boulevard. See Detail F H-2 U. 6' Masonry wall to tie into rear of Ocoee -Apopka Road Buffer Wall .` - i V r0 E i bngOigr-rW I See / �`0" ion set for/ s Ba j udiv A 0 7 � 0� 6' Typical Re 3=6,, — Existing Signage Buffer Wall Review all plans thoroughly. Significant 3 changes have been made throughout. Thomas Daly Registered Landscape APB Architect NORTH 7 20 4 Reg. # 1235 60, 0' 60' 120' Date: 0 U -� Uq aC po E0 N co o 0Qo i L O U 4- 0 U C Q � QQ '� a _Lz cri > 7C) �U) EZ: c (U IL z 7C) aCY) T J � cc x m m m o 00 O C r � � a 0 t O E E U U U) 0_LU U U c Q. Q_ 70 a) 0 0 0 W 0 o N Q 0 0 OM N c cU cam C: .0 U W�>v� ca703:° 0 Cl) � Q p CU — Cl) 0 _ CUi LL I - PROJECT N0—') 2226 SCALE 1 °=60' DATE Oct 2003 SHEET H-1 � I I �__ � Gate dimensions to be field verified Station 2=X.x to be location of baseline for gated entry. Baseline to be perpendicular to roadway centerline. Type B Column Ocoee NOTE: All dimensions shown on the layout plan are �rOV�/j r P. to the center of the wall/column unless otherwise �Gi ' �I nt Par) n t6ed-wa .ayout and dimensioning to match unless — --- R'gh t_Way ay o�.rwise noteec ' AI�Iwal is to be parallel or — -_ ��� perpend ci ular-to right -of way;unless otherwise noted. ZfReview all plans thoroug► l . Significant Walls to be at least 15�ff of proper -fines, unless ciTan have been made throughout. -- _ otherwise noted. (" A Pro•ect Entrance Plan 6A% ��HJ-2Scale: 1" = 30' NORTH �----- 13'-0" —j 6MASONRY WALL TO ENCLOSE DUMPSTER. SEE TYPICAL MASONRY WALL ELEVATION. DOUBLE -SWING SOLID METAL GATES FOR DUMPSTER ACCESS, BY OWNER. Typical Walled Dumpster r lan View H-2 )scale: Not To Scale U TYPICAL ROAD BUFFER WALL ELEVATION EIFS CAP AT SIGN AND PLANTER WALLS SIMILAR TO ITEM #T150 BY HADDONSTONE, PH.: 407.629.6100. SMOOTH/SAND FINISH, COLOR -"BATH 02" OR EQUAL 16" MOUNTABLE CURB, SEE CIVIL PLANS 12" WIDE CONCRETE BANDS, BOTH ENDS OF PAVER FIELDS, SAW CUTS 24" Q.C., SPONGE FLOAT FINISH. 24" x 24" Type B Column to match existing columns along Westyn Bay Boulevard Wall and columns to match existing RECTANGULARMEDALLION BORDER (APIAN STONE COLOR: C' ` •' COURSE,i ON AS REQUIRED TO MAKE SQUARE FORM MEDALLION INSET'`' STONE• 'R• • COLOR: • PAVERS, PATTERN AS SHOWN APIAN STONEROADWAY ' .■ BROWN)�/16% COLOR: CHESTNUT :• ■ FULL DIAMOND PATTERN :�•� �,PATTERN 11 (SQU .■ �4 COLOR: CHARCOAL) HALF DIAMOND PA �4 CUT IN HALF, COLOR: ,4 NATURAL GRAY) �4 BAND ■•'D A■ �� . • • •' CHARCOAL),COURSE, END ON END, BOTH SIDES OF DIAMOND ,CURB. y DRAWINGS. APIAN STONE TRAFFIC LANE DIVIDER (RECTANGULAR UNIT 6 16" X 9 �/16% COLOR: CHARCOAL) SINGLE COURSE, END ON END Man Tvnical Pavement Pattern Mw� I ...11;)Ly11 LJQy vuuUmoiul c Finish Gr4de L Height to be measured from the finished grade on t which ever side of the wall is higher, front or back. E T ical Road Buffer Wall Elevation H-2 /scale: Not To Scale AUTOMATIC ALUMINUM GATE AND OR CROSS ARMS AT VEHICULAR EXIT (ACTIVATED BY VEHICLE SENSOR) I . 16-0" o.c. ROADWAY EIFS CAP AT SIGN AND PLANTER WALLS SIMILAR TO ITEM #T150 BY HADDONSTONE, PH.: (407-629.6100) SMOOTH/SAND FINISH, COLOR -"BATH 02" OR EQUAL 10'-4" _. N 2' COLUMN W/ PRECAST CONCRETE CAP (TO MATCH EXISTING 2' COLUMN CAPS) COLUMN -STUCCO FINISH (MEDITERRANEAN KNOCKDOWN"), COLOR TO MATCH EXISTING COLUMNS EIFS CAP AT SIGN AND PLANTER WALLS SIMILAR TO ITEM #T150 BY HADDONSTONE, PH.: 407.629.6100. SMOOTH/SAND FINISH, COLOR -"BATH 02" OR EQUAL r ,73 _ -G 2'-0" T 1777771 CO co O coON LO r 6 1 17 T DECORATIVE EIFS WALL PLAQUE BY TREADWAY INDUSTRIES TO MATCH EXISTING SIGNAGE. SAMPLE TO BE SUBMITTED PRIOR TO INSTALLATION. FIELD OF PRECAST CONC. WALL TILE (3/4"X12"X12"), BAKING SODA FINISH, COLOR FRENCHSTONE, BY D.C. KERCKHOFF, CO.(941.597.7218) OR EQUAL (SIGN TEXT BY OTHERS) 3' TYPE A COLUMN WITH PRECAST CONC. CAP AND FINIAL TO MATCH EXISTING (TYP) CO U TYPICAL ROAD 1'-7" I-" 3'-0" �-3" EIFS SIGN MOLDING STUCCO WALL WITH t NOTE: WITH COLOR AND FINISH TO MATCH EXISTING MEDITERRANEAN "KNOCKDOWN" FINISH. 1" REVEAL W/ INSET OF PRECAST EIFS WALUCOLUMN CAP/FINIAL MAY BE USED. AVAIL. through TREADWAY WALUCOLUMN CAP FINISH AND COLOR TO CONC. WALL TILES (3/4"X12"X12'), ROADSIDE OF COLUMNS ONLY, INDUSTRIES, PH. 352.326,3313 OR MATCH EXISTING WALLS. BAKING SODA FINISH, COLOR CASTLESTONE, PH.: 407.228.6146. CONTRACTOR TO SUBMIT SAMPLES TO C LANDSCAPE (H-2 Proe ct EntN Wall Elevation FRECHSTONE, BY D.C. KERCKHOFF, CO. (941.597.7218) OR EQUAL (SIGN ARCHITECT FOR APPROVAL TEXT BY OTHERS) PRIOR TO FABRICATION. scale: Not To Scale NOTE• Total areaa f II t' HEIGHT TO BE MEASURED FROM THE 6' z MASONRY WALL TO BE PRECAST � FINISHED GRADE ON WHICH EVER 'OR CONCRETE BLOCK & STUCCO. Q SIDE OF THE WALL IS HIGHER, COLOR TO MATCH WESTYN BAY FRONT OR BACK. SUBDIVISION w LU Cn uj uj CD FINISH GRADE t F TVIDical Masonry Wall Elevation H-2 scale: Not To Scale (- FIELD OF PRECAST CONC. WALL TILE (3/4"X12"X12"), BAKING SODA FINISH, COLOR FRENCHSTONE, BY D.C. KERCKHOFF, CO. (941-597.7218) OR EQUAL & TYPE A COLUMN WITH PRECAST CONC. CAP AND FINIAL TO MATCH EXISTING (TYP) I ,j. 0 3" EIFS SIGN MOLDING STUCCO WALL WITH WITH COLOR AND FINISH MEDITERRANEAN TO MATCH WALL/COLUMN "KNOCKDOWN" FINISH. CAP (SEE DETAIL) COLOR TO MATCH EXISTING WESTYN BAY SUBDIVISION I Gated Ent Elevation H-2 )scale: Not To Scale -1" REVEAL W/ INSET OF PRECAST CONC. WALL TILES (3/4"X12"X12"), ROADSIDE OF COLUMNS ONLY. BAKING SODA FINISH, COLOR FRECHSTONE, BY D.C. KERCKHOFF, CO. (941-597.7218) OR EQUAL ALUMINUM GATE (PEDESTRIAN AND VEHICULAR, BLACK POWDER COAT FINISH (SELF-CLOSING/SELF-LATCHING). CONTRACTOR TO SUBMIT SHOP DRAWINGS OF GATE AND HARDWARE FOR APPROVAL PRIOR TO FABRICATION L I`_` —16" MOUNTABLE CURB, 2' CURB &GUTTER,. TYP. NOTE: TYP. SEE CIVIL DWGS SEE CIVIL DWGS EIFS WALUCOLUMN CAP/FINIAL MAY BE USED. AVAIL. through TREADWAY INDUSTRIES, PH. 352-326.3313 OR CASTLESTONE, PH.: 407.228.6146. CONTRACTOR TO SUBMIT SAMPLES TO LANDSCAPE ARCHITECT FOR APPROVAL PRIOR TO FABRICATION. DECORATIVE FINIAL - PRECAST OR FORMED TO MATCH HADDONSTONE #E730 OR EQUAL EIFS COLUMN CAP, TO MATCH EXISTING 4"x 4" TILE INSET (CERAMIC ALHAMBRA SPANISH COTTO/4"X4" BY WALKER 6„ ZANGER (407.894.2030) OR TYP. EQUAL 2'-0" 1" REVEAL W/ INSET OF PRECAST CONCRETE WALL TILES (3/4'X12"X12"). BAKING SODA FINISH, COLOR TO MATCH EXISTING, BY DC KERKHOFF, PH. 41 59 7.7218 OR EQUAL G 3' T e A Column H-2 scale: Not To Scale A NOTE: Total area of all signage combined shall meet Article Vill, Section 8.6.M of the City of Ocoee LDC. o a sign%e combined shall meet Z-A Article Vill, Section 8.6.M of the City of Ocoee LDC. T EIFS COLUMN CAP, TO z MATCH EXISTING W 0 rz ¢ CONCRETE BLOCK = w COLUMN WITH STUCCO uj 07 FINISH MEDITERRANEAN KNOCKDOWN FINISH, COLOR TO MATCH EXISTING. H 2' T e B Column H-2 scale: Not To Scale GENERAL NOTES: 1. DETAILS ARE FOR REFERENCE OF MATERIALS AND FINISHES ONLY. SEE STRUCTURAL ENGINEER'S DRAWINGS AND CALCULATIONS FOR STRUCTURAL DETAILS OF REINFORCEMENT AND FOOTERS. 2. ALL HARDSCAPE ELEMENTS, DETAILS, MATERIALS, FINISHES, COLORS, & ACCESSORY ITEMS TO MATCH EXISTING WESTYN BAY DEVELOPMENT, UNLESS OTHERWISE NOTED. Al 3. ANY LIGHTING ALONG THE PERIMETER OF THE SITE SHINING ON THE BUFFER WALL, LANDSCAPING OR SIGNAGE, MUST BE SHIELDED AND SCREENED WITH SHRUBS TO ELIMINATE GLARE. Thomas Daly Registered Landscape ^ = t 2 Q Architect AReview all plans thoroughly. Significant Reg. # 1235 changes have been made throughout. O U c o M U� 0 O >: C) CU VJ U �N C'7 U tCS _ 0 L OZz U C Q� ro > co ¢ a .T J > U) 'Co li z (� a � � rn m m M m o � 0 0 O r a) E -a 5 g E E a v 00 v c5 cUn Q Lu U U Q_ 0) _9 .8 c O O O w CVO O N Q 0 CO 0 FFTr CU .•• of) cn LL • • .� i ILL VICINITY MAP NOT TO SCALE 11 001tr 29 RECOVERED 4 x4" CONCRETE MONUEMENT & DISK PRM LB 5736" Oip\Xz ef ^ II I � a A { ^ N RECOVERED 4 OVER x4"CONCRETE MONUEMENT Y OlsV3 & DISK Se2716 E 'D4, g0 Op 7j2 e' I I 1 RECOVE& DISKR� M LB"CON 5736CRETE MONUEMENT — _ _ \ I I I 1f4 _ RECOVERED 1 1/2" IRON PIPE (NO IDENTIFICATION) — —_ - — — I I 8.7' 115 A� II oZ i I I-~—► f16 A--39'33'43" I A �m o0 R=760.00' w z i i L=524.7T0'0 " L_'1 �_ I 100 ~m ff7 00 14 CB=N85 3 2 E I , M I CH=514. 41 ' INSI I I IIN W (,i I - _ � i I I 118 w GRAPHIC SCALE ORANGE GROVE II I 110p 0 5o 100 200 II — --- ! 18.335 ACRES f. I I I �.,, Y ( IN FEET 1 inch = 100 ft. a►. I I I 120 a II Of R RECOVERED 4"x4" CONCRETE MONUEMENT I I I I_ w Z -- - & DISK PRM LB 5736" I I I I-K �a II Iw 121 I h I �4QI z A2 rj Q 4 8 i 4.jE w4 2 \ \ 2 EAST UNE OF THE NW 1/4 OF THE I con 1/4 OF THE NW 1/4 OF SECTION 6 II I / / EAST UNE OF iNE SW 1/4 OF THE' NE 1/4 OF 774E NW 1/4 OF SECTION 6 \ -'- - - - - N 8.7• / N N0121 57 E 585.48 e , m ) I I S0122'08"W — 2\ l 6000, I I I ^ I RECOVERED 4"x4" CONCRETE MONUEMENT yw F� iv RECOVERED 5"x5" CONCRETE MONUEMENT & DISK "PRM LB 5736" to I \ �?� 4�cY 03 (NO IDENTIFICATION) A-76'59'38" C+1 RECOVERED !" IRON PIPE (NO IDENTIFICATION) 0.31N, 0.4 E L=67.19' I Ri H' OFCB=N66 47'05"E o I Q CH=62.25, A \ RECOVERED 4"x4" CONCRETE MONUEMENT ,�'�' {, & DISK PRM LB 5736" h I \ �o / 4' BARBED tMRE FENCE W / FO� " I { Oto _ POINT OF BEGINNING ?�'>; , \ \ - L'' ( ) �� SET 5f8" IRON ROD AND \ \ \ 8 CAP LB 5736" (TYPICAL) 144 O 40� ® \ \ _� /'wry 4' BARBED WIRE FENCE tp I _ 3 POINT OF COMMENCEMENT SOUTHEAST CORNER OF THE \ \ NW 1/4 OF SECTION 6-22-28 RECOVERED 4"x4" CONCRETE MONUMENT ` (NO IDEN7IFICA710N) c•Q> QQ srrE � V o 437 429 LAKE APOPKA WEST ROAD Ca n a o Y a s a v 4i SILVER STAR RDAO JOB NUMBER: 02029.051 SURVEY DATE: 1108104 REVISIONS: FIELD BY: M.PHELPS FIELD BOOK. 328 PAGES: 02 FIELD FILE: 02029-8A.RAW CALC. BY: R.. SEARS DRAWN BY: R. SEARS CHECKED BY. A.BISHMAN DRAWING NAME: 17: 02029 02029-51.DWG DRAWING SCALE: 1" = 100' SURVEYORS. CERTIFICATION: LEGEND: CONCRETE AREAS wsoWATER SHUT-OFF VALVE —OHW-OVERHEAD UTILITY WIRES ® POWER TRANSFORMER — UGP -UNDERGROUND POWER LINE WATER METER _ —UGG-UNDERGROUND GAS LINE fl GAS METER — UGT - UNDERGROUND TELEPHONE LINE POWER METER --UGCT- UNDERGROUND CABLE TELEVISION SINGLE POST SIGN CONCRETE BLOCK WALL DOUBLE POST SIGN C"Qj WOODEN UTILITY POLE WBO Q CONCRETE UTILITY POLE N WATER BLOW -OFF VALVE -� GUY POLE ® WELL X} GUY ANCHOR WALKWAY LIGHT co 0 CLEAN -OUT © MITERED END SECTION EDGE OF ASPHALT PAVEMENT Q ELECTRICAL OUTLET LIGHT POLE TELEPHONE RISER IJ TRAFFIC SIGNAL BOX p� FIRE HYDRANT O BOLLARD MWa q CENTERLINE MASTER WATER ASSEMBLY - SEWER VALVE L.B. LICENSED BUSINESS P.S.M. PROFESSIONAL SURVEYOR & - WATER VALVE MAPPER RWV P.L.S. PROFESSIONAL LAND SURVEYOR D4 RECLAIMED WATER VALVE P.V.C. POLYVINYL CHLORIDE PIPE IRV IRRIGATION VALVE R.C.P. REINFORCED CONCRETE PIPE err C.M.P. CORRUGATED METAL PIPE M BACK FLOW PREVENTER D.I.P. DUCTILE IRON PIPE GV V.C.P. VMOUS CLAY PIPE - GAS VALVE - R RADIUS �$ SANITARY MANHOLE A CENTRAL ANGLE O DRAINAGE MANHOLE L LENGTH CH CHORD OT TELEPHONE MANHOLE CB CHORD BEARING © GREASE TRAP MANHOLE T.B. TANGENT BEARING © POWER MANHOLE p M PARKING METER —x— BARBED WIRE FENCE (M) MEASURED (P) PLAT -- ❑ — WOOD FENCE (C) CALCULATED —0— CHAIN LINK FENCE (D) DESCRIPTION HANDICAPPED PARKING SPACE (H/C)-INV=69.73 INVERT ELEVATION �( time ® - BASIN CATCH + 6g.5� EXISTING GROUND ELEVATION ® DRAIN EXISTING GROUND CONTOUR �T CURB INLET V (UNLESS OTHERWISE NOTED) C [ CURB INLET WITHOUT MANHOLE SET IRON ROD & CAP "LB 5736" FOB FIRE DEPARTMENT CONTROL VALVE Q SET NAIL & DISC "LB 5736" EHH ELECTRIC HAND HOLE El 4"W CONCRETE MONUMENT CABLE TELEVISION RISER ® IRON PIPE Ta TELEPHONE ACCESS CABINET FP FLAG POLE A/C AIR CONDITIONER VAULT UTILITY VAULT ® mB POWER BOX MIN P.O.B. POINT OF BEGINNING ® MONITORING WELL - P.O.C. POINT OF COMMENCEMENT CPP CORRUGATED PLASTIC PIPE - TRAFFIC FLOW ARROW DNR DEPARTMENT OF NATURAL RESOURCES O.R. OFFICIAL RECORDS BOOK P.T. POINT OF TANGENCY PG. PAGE P.C. POINT OF CURVATURE P.R.M. PERMANENT REFERENCE MONUMENT P.C.P. PERMANENT CONTROL POINT FDOT FLORIDA DEPARTMENT OF TRANSPORTATION F.A.C. FLORIDA ADMINISTRATIVE CODE WE HEREBY CERTIFY THAT THIS BOUNDARY SURVEYORF THE HEREON DESCRIBED PROPERTY IS TRUE AND CORRECT TO THE BEST OF OUR KNOWLEDGE AND BELIEF AS PREPARED UNDER OUR DIRECTION IN JANUARY, 2004. WE FURTHER CERTIFY THAT THIS BOUNDARY SURVEY MEETS THE MINIMUM TECHNICAL STANDARDS SET FORTH IN RULE 61 G17-6. ADOPTED BY THE FLORIDA BOARD OF PROFESSIONAL SURVEYORS AND MAPPERS, PURSUANT TO FLORIDA STATUTE 472, 027. ROBERT D. M. �SEARS 'P.S.M. FLORIDA REGISTRATION No. 4263 FLORIDA LICENSED BUSINESS No. 5736 400 DESCRIPTION: A PARCEL OF LAND LYING IN SECTION 6, TOWNSHIP 22, SOUTH, RANGE 28 EAST, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCE AT THE SOUTHEAST CORNER OF THE NORTHWEST 1/4 OF SECTION 6, TOWNSHIP 22 SOUTH, RANGE 28 EAST, THENCE RUN S8638'40"W ALONG THE SOUTH LINE OF SAID NORTHWEST 1/4, 649.91 FEET TO A POINT ON THE WESTERLY RIGHT OF WAY LINE OF COUNTY ROAD 437; THENCE RUN N28`17'18"E ALONG SAID WESTERLY RIGHT OF WAY UNE, 450.77 FEET TO THE POINT OF BEGINNING; THENCE CONTINUE N28'17'18"E, ALONG SAID WESTERLY RIGHT OF WAY LINE, 363.58 FEET,- THENCE DEPARTING SAID RIGHT—OF—WAY LINE RUN S87'2823"W, 359.74 FEET,• THENCE RUN N0121'57"E, 585.48 FEET TO THE SOUTH UNE OF LOTS 114 THROUGH 123, WESTYN BAY — PHASE 1! ACCORDING TO .THE PLAT THEREOF AS RECORDED IN PLAT BOOK 54, PAGE 29 OF THE ORANGE COUNTY PUBLIC RECORDS; THENCE RUN S872822"W, ALONG SAID SOUTH UNE, 764.53 FEET TO THE EASTERLY UNE OF LOTS 104 THROUGH 107 AND LOTS 110 THROUGH 11Z WESTYN BAY — PHASE 1; THENCE RUN THE FOLLOWING THREE COURSES AND DISTANCES ALONG SAID EASTERLY UNE: S0227'16"E, 45.78 FEET,• S215647"W, 401.36 FEET; THENCE RUN 5472933"W, 226.67 FEET TO THE EAST RIGHT OF WAY UNE OF WESTYN BAY BOULEVARD; "THENCE RUN S35`09'18"E, ALONG SAID EAST UNE, 255.37 FEET TO THE NORTH LINE OF TRACT B, WESTYN BAY — PHASE 1; THENCE RUN S77*05'10"E, ALONG SAID NORTH LINE, 124.78 FEET TO THE NORTH RIGHT OF WAY LINE OF OCOEE CROWN POINT PARKWAY, SAID LINE BEING A NON —TANGENT CURVE CONCAVE SOUTHERLY; THENCE RUN EASTERLY ALONG SAID RIGHT OF WAY LINE AND CURVE HAVING A RADIUS OF 760.00 FEET, A CENTRAL ANGLE OF 39 33'43 , AND ARC LENGTH OF 524.77 FEET, A CHORD BEARING OF N85 30'02"E AND A CHORD DISTANCE OF 514.41 FEET, THENCE RUN S74 43'06"E, CONTINUING ALONG SAID NORTH RIGHT OF WAY UNE, 428.51 FEET TO A CURVE CONCAVE TO THE NORTH; THENCE RUN NORTHEASTERLY ALONG SAID CURVE HAVING A CENTRAL ANGLE OF 76 5936 ; A RADIUS OF 50.00 FEET, AN ARC LENGTH OF 67.19 FEET, A CHORD BEARING OF N66 47'06"E AND A . CHORD DISTANCE OF 62.25 FEET TO THE POINT OF BEGINNING. THE ABOVE DESCRIBED PARCEL OF LAND CONTAINS 18335 ACRES MORE OR LESS. C' X SURVEYORS NOTES: — NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. — LANDS SHOWN HEREON WERE NOT. ABSTRACTED FOR RIGHTS OF WAY, EASEMENTS, OWNERSHIP, OR OTHER INSTRUMENTS OF RECORD, BY THIS FIRM. — REVISIONS DO NOT CONS77TUTE A ;RECERTIFICATION OF THE EXISTING COND177ONS OF THIS SURVEY UNLESS SO STATED. — BEARINGS SHOWN HEREON ARE BASED ON THE FOLLOWNG: THE SOUTH LINE OF THE NW 1/4 OF SEC71ON 6, AS BEING S86 38'40"W (ASSUMED). — NO INTERIOR IMPROVEMENTS HAVE BEEN LOCATED UNLESS OTHERWISE INDICATED. — THE LANDS SHOWN HEREON LIE ENTIRELY WITHIN ZONE X (AREAS LYING OUTSIDE OF 500—YEAR FLOOD PLAIN) ACCORDING TO "FIRM" .COMMUNITY PANEL NUMBER 120185 0210 E DATED DECEMBER 6, 2000. — ALL ADJOINERS PROVIDED BY THE CLIENT HAVE BEEN SHOWN HEREON. ITEM NUMBER IV. D Adair Pointe Project # LS-02-008 Final Subdivision Plan .__..rr•_ . Mayor S. Scott Vandergrift Interim City Manager V. Eugene Williford STAFF REPORT Commissioners Danny Howell, District 1 Scott Anderson, District 2 Rusty Johnson, District 3 Nancy J. Parker, District 4 DATE: April 9, 2004 TO: The Planning and Zoning Commission FROM: Thomas Grimms, AICP, Senior Plan THROUGH: Russ Wagner, AICP, Community Deve Fop6m�ent Director SUBJECT: Adair Pointe Subdivision Final Subdivision Plan Project # LS-02-008 ISSUE: Should the Planning and Zoning Commission recommend approval of the Final Subdivision Plan for Adair Pointe Subdivision? BACKGROUND: The Adair Pointe property includes 11 lots on about 3.52 acres of land. The property is located on the east side of Adair Street approximately 1,400 feet north of Wurst Road, between Vignetti Park and Sorenson Field. The subject property is currently undeveloped and is covered with trees. The surrounding land to the north is developed with garden apartments, zoned R-3; to the south is the Glad Tidings Church, zoned R-2; to the east are the ball fields of Sorensen Park, zoned R-1; to the west are single-family residential units, zoned R-1. DISCUSSION: In the Annexation Agreement, the property owner agreed to provide additional road right-of-way for Adair Street. Sheet C-3 of the Final Subdivision Plan shows the 25 feet of additional right-of-way dedicated by the Applicant to the City. This subdivision will not be gated. There will be a 6-foot brick wall with appropriate landscaping on both sides of the entrance with the wall extending northward along Adair Street to the north boundary of the subdivision. Water and wastewater will be provided by the City. The developer was granted one waiver from the normal Code requirement of one (1) recreational amenity for a subdivision with 10- 50 lots. The Planning & Zoning Commission 4/08/04 Page 2 of 2 The justification listed in the waiver table on Sheet C-3 for not having any recreational amenity located within subdivision is that the developer would pay fees in lieu of installing recreational facilities inside the subdivision. DEVELOPMENT REVIEW COMMITTEE RECOMMENDATION: The Development Review Committee met on March 23, 2004 and reviewed the Adair Pointe Final Subdivision Plan. There was discussion of the various comments by the City Attorney, which were the only outstanding comments. The DRC voted unanimously to recommend approval of the Final Subdivision Plan subject to the comments of the City Attorney being incorporated into a revised Final Subdivision Plan prior to the Planning and Zoning Commission meeting. Staff has reviewed the revised Final Subdivision Plan, date -stamped April 7, 2004, and finds that all of the City Attorney's comments have been addressed. STAFF RECOMMENDATION: Based on the recommendation of the Development Review Committee, the Staff recommends that the Planning and Zoning Commission recommend approval of the Final Subdivision Plan for Adair Pointe Subdivision to the City Commission, as date stamped received by the City on April 7, 2004. Attachments: Location Map Adair Pointe Final Subdivision Plan, date stamped April 7, 2004 0:\Staff Reports\2004\SR04022 P&Z.doc ■ PEW ■ ■ EVANS ■NMENGINEERING, INC. April 6, 2004 Carolyn S. Alexander CITY OF OCOEE 150 N. Lakeshore Drive Ocoee, FL 34761-2258 Adair Pointe Subdivision Dear Ms. Alexander: Per the City comments dated March 12, 2004 for the Adair Pointe final subdivision plan submittal the following response is provided. Attorney 1. No response required. Comment addressed to City staff. 2. Sheet 6 — The requested language has been added to the end of the Conditions of Approval ' #36. 3. Sheet 4 — General Construction Notes #19 and #20 have been removed from sheet 4 as requested. 4. Cover sheet — The Sheet Index has been revised for sheet 4 to read "Grading and Drainage Plan". 5. Cover sheet — The Sheet Index has been revised to include the Landscape Plan. 6. Sheet 9 — The labels for the ponds have been revised to read "Pond 1" and "Pond 2". 7. Sheet L1 — The title block has been revised to read "Final Subdivision Plan". If you have any questions or comments concerning this response, please contact this office. Sincerely, Pecht-Evans Engineering, Inc. C16��645��� Tin Tran, P.E. 501 Easy Jackson Street - Suite 202 0 Orlando, Florida 32801 - (407) 872-1515 - fax (407) 246-0963 4F 0 I COVER SHEET 2 18XISTING SITE SURVEY 3 SITE PLAN 4 GRADING AND DRAINAGE PLAN 5 UTILITY PLAN & PROFILE 8 DETAILS & CONDITIONS OF APPROVAL 7 DRAINAGE DETAILS 8 UTILITY DETAILS 9 TREE PROTECTION PLAN �--1 LANDSCAPE PLAN LEGAL DESCRIPTION: COMMENCE AT THE NORTHWEST CORNER OF THE NORTHEAST 1/4 OF SECTION 8, TOWNSHIP 22 SOUTH, RANGE 28 EAST, ORANGE COUNTY, FLORIDA; THENCE RUN S.00o56'08"E. ALONG THE WEST LINE OF SAID NORTHEAST 1 /4, A DISTANCE OF 1233.04 FEET TO THE NORTH LINE OF THE SOUTHWEST 1 /4 OF THE NORTHEAST 1 /4 OF SAID SECTION 8; THENCE RUN N.89o33'16"E. ALONG SAID NORTH LINE 25.00 FEET TO THE POINT OF BEGINNING; THENCE CONTINUE N.89m33'16"E. AND ALONG SAID NORTH LINE 565.40 FEET TO THE EAST LINE OF THE WEST 590.4 FEET OF THE SOUTHWEST 1 /4 OF THE NORTHEAST 1 /4 OF SAID SECTION 8; THENCE RUN S.00m56'08"E. ALONG SAID EAST LINE, A DISTANCE OF 295.20 FEET; THENCE RUN S.89o33'16"W. 363.30 FEET, THENCE RUN N.00o56'08"W. 91.70 FEET; THENCE RUN S.89m33'16"W. 202.10 FEET TO A POINT LYING 25.00 FEET EAST OF THE AFOREASAID WEST LINE OF THE NORTHEAST 1 /4 OF SECTION 8; THENCE RUN N.00m56'08"W. PARALLEL WITH SAID WEST LINE 203.50 FEET TO THE POINT OF BEGINNING. CITY OF 0 COEE OCTOBER., 2003 MUNIAN DEVELOPMENTS, INC. 7421 CLARCONA ROAD ORLANDO, FLORIDA 32818 407-296-2002 OWNER FRANKEN PROPERTIES, JV. 8609 ASHBURY PARK ORLANDO, FLORIDA 32818 407-578-5830 ENGINEER PECHT-EVANS ENGINEERING, INC. 501 EAST JACKSON STREET, SUITE 202 ORLANDO, FLORIDA 32801 (407)872-1515 SURVEYOR SWAGGERTY LAND SURVEYING, INC. 1450 KASTN ER PLACE, SUITE 100 SANFORD, FLORIDA 32772 407-322-4630 GEOTECH ANDREYEV ENGINEERING, INC. 4500 ORANGE BOULEVARD SANFORD, FLORIDA 32771 407-330-7763 ORLANDO,NPECHT ONEVANS p f f MOMENGINEERING, INC.,; FLORIDA 0 G� CLARCON —oc OEE ROAD w w O U O Q z O U NICOLE BOULEVARD U MARL NE DRIVE NORTHERN DURANGO �- BOB SITE w SORENSEON LANE cr- WURST ROAD w z 0 Q w 0 Y ui uj Q Q J w w O U O SILVER STAR ROAD VICINITY MAP N.T.S. WATER: CITY OF OCOEE SEWER: CITY OF OCOEE TELEPHONE: SPRINT ELECTRIC: PROGRESS ENERGY CABLE: TIME WARNER COMMUNICATIONS GAS: PEOPLE'S GAS SYSTEMS ENGINEER'S CERTIFICATION CONSTRUCTION PLANS WERE PREPARED IN ACCORDANCE WITH THE "MANUAL OF UNIFORM MINIMUM STANDARDS FOR DESIGN, CONSTRUCTION AND MAINTENANCE FOR STREETS AND HIGHWAYS, STATE OF FLORIDA" (FDOT GREEN BOOK) AND ORANGE COUNTY REGULATIONS AND SPECIFICATIONS. � r Ii LI' All 7 m' I �I "T ly OF M O EE O AUTHORIZATION NO. 00006788 NO RTH 1/4 CORNIER OF SE.GrIONf 3-22-28 (PEC. N.&D. IN PAVEMENT CUTI-OUT) s,pvc% STORM MANHOLE N. RA1=168.90 SANIT. JNV.=15Z49 S ARY SEWER MANHOLE 62 Qf %L R1,114=168,90 INV� = 157.49 NORTH LINE OF THE N,E�1/4 OF SECTR)N 7"AY, PARCEL 013 F�g 1 7 (Not Platted' "101) FENCE 0 713". TAX R-3 0 T-17 4- 4 MULTIFAMILY E.1r, CHAIN 1JNK DI 11 a. I., FENCE C N.WCORNER OF THE SA VA/4 OF THE N.E.114 OF SECTION 8-22-28 < NnRpq I ijur (ili- 1, HE S,IVY_714 OF THE N E G, REC.N.&D. (L_S�1263) ALSO RFC.. N.&D. (L.S.19133) 0.09'S- kFID 0.21)'E. ASP,.', END OF FENCE DRIVE 111 ;,: d WE. N 89033'1 6"E 590.40' WOOD OWER TELEPHONE R)SER 21- 00 =ICRETE r4 DRIVE 0 R-1 6�2 SINGLE FAMILY RESIDENTIA1 C.B. MAILBOX 0 _jt *c PLA14TER Ijjt fie OT 62 SANITARY SEWER MANHOLE N. RIM=1F8.85 6. NOIRTHERN D ME? A N G 0 AV.ENUE SSITE 13D)CHMARK #1 ELEVATION 168.95 1511 10�' 01 t7u 'TER 'or METER I Lu DE 000 PI) '0 0 g C) eq `- , -- , FIRE f1l"ORAMF Ldto 14' .,0. N- 00 STREET '\\-�</ , 'k , n LICHT POLE -'\0 I I'_ ' k 01 Q.1. 11 V, fill Id N, vi Lo blk ­10 31 !,VATER I V pos 0 0. 0 4)* e, t. 2, mmf V n.A-8 16, - d-111k,Co ASP ro0 -, P _0 ASPHALT "N PAVEMENT drip gg 651M Lj % CuRs 2 MIAMI 01 0,11116 114 v '40t� R/ 7w co 03 AIR 'b SEINER MANHOLE STORM MANHOLE N, PIM=768.63 .3. N-&S.IW=758.98 lb m% VV11NV,='157.99 WATER CL47 a' v1IDE ROUGH ASP ALI A7 dEfER gtP 25 MPH SPEED Q, X 4.76 LIMIT sich, 411, .7) N,89o3,3'1 15'E. 245.00' WOOF, 01 a3 b ry SHED OT 63 (EAST D.) sfil- PARCE.Llot(L.S.3�64) 168.37 S 89o33'1 6"W/ 227.10 L f,4 1521,51 SQ. FEET EC-4 X-1, C.M. (L.S..126,35) ALSO REC. I 112"I.P.(NO#) 0 POINT OF BEGINNING 1-� w ! I 1') - f :.9' WEST FOR ! :::: LESS OUT 11� _,- CHAIN UNK FENCE (TYPICAL) 0) REC. N.&D. (L.SJ263) 1_�" I V) T LESS COUTT CO m J ggm bj) I 70.4 (10 �X PARCEL 023 -00 0 p 0 LO -p (Not P.Latted (0 .5, - 111110 91 0- SOIL TYPES BASSINGER GRAPHIC SCALE 3 1 0 0 15 30 60 IN FEET 1 inch _30--ft. Z91 SITE BENCHMARK #2 ELEVATION' 167.81 TOP OF 4" X 4" C.M. (",jo#) 4� REC4"X4` , C.M. (n10,6 F7� 11 I —FENCE CORNED 11 0.5's. & 0.95'E. e qrg;� art �i .4 g&- a 1 4� 4V N _3 %)ms, q ula Q%N I R-1 ORANGE COUNTY i 1% 0 . 0 SINGLE FAMILY RESIDENTIAL z 17,97 110 A-111 twEST D.) gg�f* 4 0 A 0-1 AN F A 7-AR11 W\ S,89o33'16141. 245.00' M, k" rvv7j6,-. 2 /0, 01 b.3764) SET I,\ -_ ,C, S 89o33'1 6"W 363.30' REC� LOT 64 0 NQ1 ALSO 'R lb TAY P&RCFTI. 7% . ..... N 24-117' 1,06'SCUTH (Not Platted) r4_ TAff PARCEL CI-81 ,3 STORM MANHOLE Not F1latted) N. RIM=168,21 ( CHAIN LINK FENCE (TYPICAL) It 01 O OT C14 vx: w Q) 00 0 0 01 V) 0 R —1 ORANGE COUNTY PEEC,47""'C" " S -:26", ." , '&,, �Mi.2' n." VVES ol, _VA-CAN­T--RES IDENTIAL I 2 N, 0.2'tif. I '331f, 1/4 OF TH, E 16F.66 cx�i, 7 F 68.86 8 =7 9 -7r ASPHALT PAVE'AfENT ­63.66 611 8-3 168:74-7 ---LBOB ---- ------- LANE 4� N—, R-1 NON AGRICULTURAL W, A � LO in Lq (L su CL C1 2r c-3 a 0 Z 00 00c) < C-D ui C) ao 000 C#j 419 0 < z L4j 10 Vm 90 z ic— V. I CmC--) L'i () J aLril (0 be u- 40 mmm 0 - #V% 0 Z L4jj UA cc V. C 0 go .j IL z zo 3to . 0cc IL 1L oc ci AL &L 0 z 0 Z A m IL X lu z IL DRAWN: T CHECKED: TT DATE: OCTOBER 2003 SCALE: TWO' CAD NAME: SURVEY JOB #: 11004 SHEET #: OF 9 3HEET3 WAIVER TABLE A WAIVER REQUEST ARTICLE SECTION SUBSECTION CODE STANDARD PROPOSED STANDARD JUSTIFICATION 1 VI 6-9 A RECREATIONAL AMENITIES 5' SIDEWALK TO CONNECT IN LIEU OF RECREATIONAL FOR SUDIVISION WITH PROPERTY WITH ADJACENT AMENITIES ACCESS 10 — 50 LOTS PARK WILL BE PROVIDED 1 AMENITY TO EXISTING ADJACENT RECREATIONAL FACILITIES SUBDIVISON STANDARDS TAX PARCEL 013 (Not Platted) CHAIN LINK FENCE LOT 62 R_1 SINGLE FAMILY RESIDENTIAL / ASPHALT II DRIVE ' CONCRETE DRIVE I ( I ( I I I¢I ICI I IZI II I I I J I WOOD FENCE TAX PARCEL 071 (Not Platted) 1 25' OF ROAD R/W PREVIOUSLY DEDICATED TO THE CITY OF OCOEE END Or FENCE j 5' CONC S/W II 97.50' 70.00' 70.00' 10' WALL, LANDSCAPE & SIGN EASEMENT i I r 4 6' BRICK WALL i f i I j 1 i �� ! •c�nl I � I I ( I I N 89o33'16"E 590.40' 70.00' R-3 MULTIFAMILY SITE DATA PARCEL ID: 08-22-28-0000-00-042 PROPOSED ZONING: R-1 LANDUSE: RESIDENTIAL (SINGLE-FAMILY) MINIMUM LOT AREA: 7,000 FT MINIMUM LOT WIDTH: 70 FT MINIMUM LIVING AREA: 1,000 FT DENSITY: NO. OF UNITS - 11 GROSS AREA - 3.52 UNITS/ACRE - 3.13 AREA CALCULATIONS: TOTAL PARCEL AREA - 3.52 ACRES STREETS AREA - 0.05 ACRES NO WETLANDS OR 100 YEAR FLOOD PLAIN ON SITE 70.00' 1 70 I { ! i 1 i I to N I I I f 25' SIGHT TRIANGLE 4' CONC S/W PERCENTAGE OF LOT: MAX IMPERVIOUS - 50 MAX BUILDING COVERAGE: 40 LINEAR FEET STREET: 440 FT BUILDING SETBACKS: FRONT — 25 FT SIDE — 7.5 FT REAR — 25 FT FROM ADAIR STREET — 35 FT MAX BUILDING HEIGHT: 35 FT EXISTING VEGETATION TREE/ COVER OAKS TREE ARE APPROXIMATELY 60% WC TREES ARE APPROXIMATELY 30% PINE TREES ARE APPROXIMATELY 10% % % 117.88' • � I __i 85.42' i 1 SITE BENCHMARK ;f7 ELEVATION 167,E i _ TOP -OF 4" Y r" C.9C (N% Fcj.j"r CORNER D.a's. & 0_95-F. CHAIN LINK FENCE (TYPICAL Q HANDICAP RAMPS c'— 70.0 70. 70.00' 70.00' 21.92' � .a. 2s i N 2' MIAMI I I n ' cuRe g 6(2.09 10 00 11 +00 12+00 0 13+00 N . 9`S' Cq N NORTHERN DURANGO AVENUE ASPHALT 10' WALL, LANDSCAPE, I STREET A �_ o I / PAVEMENT I AND SIGN EASEMENT ° 79.80 W �I 2' MIAMI _/ I I ..., ° g a . a • s .. a ' a . — { r , ` W CURB e a • .. a. . . �--� // j'— •;. TO BE REMOVED 70.00' - o U SITE BENCHMARK ¢ 1 ELEVATION,' aN,' s. , ¢a �N N POND 2 4CONC S/W Q NORTH RIM OF $A_1111t?Y I I . ° SEWER MANHOLE ( TRACT A (0.19 ac) (NOTE: S/W ALONG DRAINAGE TRACT TO BE CONSTRUCTED I N 5' CONC S/W _ 0' WIDE ©UGH ASPHALT BY DEVELOPER) I I I 6' BRIC WALL woo0 rEAvC� W' ri ,-99.31' -- - -- z ( 7 yo SHED C=a-UNE N; `.7' R-1 I�I I III " _ �'C1 .,,t j 11 ! N or p� 5g� NON AGRICULTURAL I I I W III � S 89re3316 W 202.10Q II �. • OC W I) I o 4 CONC S/W 1 Q A/ CHAIN LINK FENCE � ; I I ( ® III (TYPICAL) rn ! (NOTE: S/W ALONG DRAINAGE I Q I I LESS OUT __ __ __ .__ ____....._... ____ ___ POND 1 TRACT TO BE CONSTRUCTED - I BY DEVELOPER) 1 Q '' I I I III TAX PARCEL 02300 TRACT B (0.40 ac) ! o ! I I) (Not Platted) LO II I I R-1 ORANGE COUNTY o I T SINGLE FAMILY RESIDENTIAL I ( I I I I I 70 j 122.52 9.� I I I I) FENCE TO BE RELOCATED S 89o33'16"W 363.30' I TAX PARCEL 076 ALONG PROPERTY II I II BOUNDARY R-1 ORANGE COUNTY (Not Platted)____ VACANT RESIDENTIAL �s I I i TAX PARCEL 081 BOB SORENSON LANE ASPHALT PAVEMENT 1' FIAT CONCRETE CURB (71'P.) I I I I I I I T II I I I I I I I ( I I LJ GRAPHIC SCALE 30 0 15 30 60 ( IN FEET ) 1 inch = 30 ft. � m v w e•i 0 ao 0 r h o 0 MW Yc � 8 W e 0 0 W a W Cn w H 0 a to to �. M w '�' �A a �s W Z C= _j fr 0 0 0 � U N z ® oCO N NO Z W O 00 W H h N iE Qz z � r 4-i ® N =jLLJ UW O N O J NON a O L4j v Z a W J cc 0� V. O to gob U. luu O = W LLooc � C p �0IL 06 < c mc v 11m 06 N v F Z 4C 9L cA 0• ~ mi e 4C Z F6 DRAWN: ET CHECKED: TT DATE: OCTOBER 2003 SCALE: 1"=30' CAD NAME: SITE PLANT JOB #: 11004 SHEET #: OF 9 3HEET3 PAVING & DRAINAGE NOTES L, EROSION CONTROL GENERAL NOTES GENERAL CONSTRUCTION NOTES 1. ELEVATIONS AT CURB ARE EDGE OF PAVEMENT GRADES. 1. ALL EROSION/SEDIMENT CONTROL MEASURES SHALL COMPLY WITH STATE AND ---_ LOCAL SOIL EROSION CONTROL AND CONSERVATION STANDARDS. ADDITIONAL 1. PRIOR TO COMMENCEMENT, CONTRACTOR SHALL PROVIDE PECHT-EVANS ENGINEERING, INC.�� --` _ o 2. THE MINIMUM ROADWAY GRADE SHALL BE 0.30%a MEASURES TO PREVENT/CONTROL SOIL SEDIMENTATION OR EROSION MAY BE REQUIRED DUE TO SITE CONSIDERATIONS WITHIN THE BOUNDARY LIMITS AND WITH CONSTRUCTION SCHEDULE FOR VARIOUS SITE WORK ELEMENTS SO THAT PERIODIC �� �y y� 5 ,ev / DOWNSTREAM. SITE VISITS MAY BE COORDINATED TO INSURE TIMELY CERTIFICATION OF CONSTRUCTION TO e� 3. MINIMUM GRADE OF SODDED DRAINAGE WAYS TO BE 17.. AGENCIES AND TO AVOID DELAYS IN ISSUANCE OF CERTIFICATES OF OCCUPANCY. .. �---., e •. :: 4, a ti i� 2. PRIOR TO DEVELOPMENT, PERIMETER SHALL BE CLEARLY MARKED AND ALL S OIL STURBANCE RBANCE'T BE CONTAINED 0 WITHIN. OFF SIZE WOR OFF SITE DI ., / (v 5 � 4 COORDINATION COOR A WITH LANDSCAPE CONTRACTOR TO ASSURE PONDS ARE SODDED - K MAY Y BE NECESSARY 2. _ CONTRACTOR SHALL TIN SET OF PLANS ACCURATE LY MARKED UP WITH AS BUILT ALL MAIN A A E .. �•� o >���� o R T C TO P EVEN SOURING. DUE TO ACTUAL SITE SLOPE OR DRAINAGE REQUIREMENTS. IREMENTS. ALL Q CONTROL MEASURES MUST CONFORM TO SITE STANDARDS. INFORMATION ON RIM AND INVERT ELEVATIONS. AS -BUILT INFORMATION PREPARED BY A REGISTERED ¢ sr�/sLoPE...,,,.,.. Q LAND SURVEYOR IN ACCORDANCE WITH THE CITY OF OCOEE LAND DEVELOPMENT REQUIREMENTS SHALL �` e���e y�� 5. F.D.O.T. INDEX NO. 102 AND 103 SHALL BE USED FOR EROSION AND SEDIMENT 3. ALL POINTS OF SITE INGRESS AND EGRESS TO BE CONSTRUCTED PRIOR TO ANY BE SUBMITTED TO THE ENGINEER PRIOR TO FINAL ACCEPTANCE OF THE WORK. sr CONTROL. BEST MANAGEMENT PRACTICES AS REQUIRED BY THE CITY OF OCOEE OTHER DEVELOPMENT. THEY MUST BE STABILIZED AND INCLUDE SOIL EROSION/ SHALL BE OBSERVED. SEDIMENTATION CONTROL MEASURES IN ORDER TO PREVENT TRACKING AND 3. REGULATORY SIGNS SHALL BE IN PLACE PRIOR TO FINAL INSPECTION OF PAVING AND DRAINAGE SILTING OF MUD INTO PUBLIC ROADWAYS OR DRAINAGE AREAS TO BE IMPROVEMENTS. 6. SITE GRADING, PAVING, AND DRAINAGE MATERIALS AND CONSTRUCTION SHALL IMMEDIATELY REMOVED. CONFORM TO THE CITY OF OCOEE AND F.D.O.T. DEVELOPMENT STANDARDS 4. ALL STORM DRAIN AND SANITARY SEWER TRENCHES NOT IN PAVED AREAS ARE 4. CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING ALL EXISTING SURVEY MONUMENTATION. AND SPECIFICATIONS. TO BE MULCHED AND/OR SEEDED WITHIN 14 DAYS AFTER INITIAL BACKFILL. DISTURBED MONUMENTATION SHALL BE RESTORED BY A FLORIDA-LICENSED LAND SURVEYOR SELECTED BY THE OWNER AT CONTRACTOR'S EXPENSE. 7. IT WILL BE THE RESPONSIBILITY OF THE CONTRACTOR(S) TO INSURE THAT ALL 5. DURING CONSTRUCTION, ALL SEDIMENT CONTROL STRUCTURES WILL BE INSPECTED TYPE 'A' LOT GRADING REQUIRED PERMITS ARE OBTAINED AND ARE IN HAND PRIOR TO THE AFTER EACH RAINFALL AND REPAIRED IF NECESSARY. SEDIMENT TO BE REMOVED 5. CONTRACTOR IS RESPONSIBLE FOR GRADING ALL ROADWAYS TO DRAIN POSITIVELY. INTERSECTIONS COMMENCEMENT OF CONSTRUCTION. TO A SUITABLE DISPOSAL AREA AND STABILIZED WITH PERMANENT VEGETATIVE SHALL BE TRANSITIONED TO PROVIDE SMOOTH DRIVING SURFACE WHILE MAINTAINING POSITIVE DRAINAGE TO STREET COVER. DRAINAGE. SHOULD AREAS OF POOR DRAINAGE RESULT FROM THE ADJUSTMENTS DESCRIBED, THE N.T.S. 8. THE STORM WATER RETENTION/DETENTION PONDS SHALL BE CONSTRUCTED 6. CONTRACTOR IS RESPONSIBLE FOR MAINTAINING ALL SEDIMENT AND EROSION CONTRACTOR SHALL NOTIFY THE SITE SUPERINTENDENT PRIOR TO PLACING BASE SO THAT DURING THE EARLY STAGES OF CONSTRUCTION. SODDED AND/OR SEEDED CONTROL MEASURES UNTIL DISTURBED AREAS ARE STABILIZED. RECOMMENDATIONS FOR CORRECTION MAYBE MADE. AREAS SHOULD HAVE VEGETATION ADDED AS SOON AS FEASIBLE. 7• AFTER FINE GRADING, ALL DISTURBED AREAS ARE TO BE PERMANENTLY MULCHED 6. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER OF ANY DISCREPANCIES FOUND 9. SOILS INFORMATION WAS PROVIDED TO PECHT-EVANS ENGINEERING, INC. BY AND/OR SODDED. BETWEEN THESE PLANS AND THE FIELD CONDITIONS PRIOR TO CONSTRUCTION. YOVAISH ENGINEERING SCIENCES, INC. 8. NO SLOPE SHALL BE GREATER THAN 2: 1. 7. CHAPTER 17-153 OF THE FLORIDA STATUES REQUIRES THAT AN EXCAVATOR NOTIFY ALL GAS 10. ALL CONCRETE PIPE JOINTS SHALL BE WRAPPED WITH FILTER FABRIC PER 9. FOLLOWING INITIAL SOIL DISTURBANCE, PERMANENT OR TEMPORARY STABILIZATION SHALL BE COMPLETED WITHIN SEVEN CALENDAR DAYS AS TO THE SURFACE OF ALL UTILITIES A MINIMUM OF TWO WORKING DAYS PRIOR TO EXCAVATING. DRAWINGS SHOW ONLY THE 6°pvC STORM MANHOLE FDOT INDEX 280. # PERIMETER CONTROLS, DIKES, DITCHES, PERIMETER SLOPES, AND ALL APPROXIMATE LOCATION OF GAS MAINS AND DO NOT SHOW SERVICE LINES. THE ONLY SAFE AND - N. RIM=168.90 , AND FOURTEEN SLOPES GREATER THAN 3:1; AND FOURTEEN DAYS AS TO ALL OTHER DISTURBED PROPER WAY TO LOCATE EITHER MAINS OR SERVICE LINES IS BY ON -SITE INSPECTION BY GAS �" INV.=157.49 /52�CMP 11. AS -BUILT INFORMATION OR GRADED AREAS ON THE PROJECT SITE. THIS DOES NOT APPLY TO THOSE AREAS COMPANY PERSONNEL. THEREFORE, EXCAVATORS ARE INSTRUCTED TO TELEPHONE THE GAS SANITARY SEWER C --' � I AS -BUILT DRAWINGS WILL BE REQUIRED WITH THE FOLLOWING INFORMATION: WHICH ARE SHOWN ON THE PLAN AND ARE CURRENTLY BEING PERFORMED. COMPANY TWO WORKING DAYS BEFORE ENTERING A NEW CONSTRUCTION AREA. MANHOLE MAINTENANCE SHALL BE PERFORMED AS NECESSARY TO ENSURE THAT STABILIZED r'• RIM=168.90 A) STORM DRAINAGE AREAS CONTINUOUSLY MEET THE APPROPRIATE REQUIREMENTS OF GOVERNING 8. ALL PAVEMENT RETURN RADII SHALL BE MEASURED FROM THE EDGE OF PAVEMENT UNLESS fNV.=157.49 I 1. TOP ELEVATION OF EACH MANHOLE FRAME AND COVER/GRATE AS WELL AS AUTHORITIES. OTHERWISE NOTED. I{ l i't - ALL OTHER STRUCTURES (HEADWALLS, CONTROL STRUCTURES, ETC.). 10. SILT FENCED TO BE PLACED AROUND PERIMETER OF PROPERTY AS SHOWN. 9. ALL DISTURBED AREAS SHALL BE RETURNED TO PRECONSTRUCTION CONDITIONS, OR BETTER. I' \ 141 l --., 2. INVERT ELEVATION OF EACH LINE ENTERING AND LEAVING EACH STRUCTURE, INCLUDING UNDERDRAIN PIPES. 11. EROSION CONTROL MEASURES WILL BE MAINTAINED AT ALL TIMES. ADDITIONAL __ 769 3. INVERTS OF ALL MITERED END SECTIONS. EROSION AND SEDIMENTATION CONTROL MEASURES WILL BE INSTALLED IF DEEMED NECESSARY BY ON INSPECTION. 10. ALL PAVEMENT MARKERS, STRIPING, SIGNAGE, AND OTHER TRAFFIC CONTROL DEVICES TO BE I iI 'Q - 4. ACTUAL GRADE OF PIPE BETWEEN THE STRUCTURES. -SITE INSTALLED BY CONTRACTOR PER F.D.O.T AND THE CITY OF OCOEE STANDARDS. . 5--_INVERT ELEVATION AND TWO HORIZONTAL TIES FROM PERMANENT VISIBLE 12. THE INSTALLATION OF EROSION CONTROL MEASURES AND PRACTICES SHALL OBJECTS TO ALL STORM STUB -OUTS. OCCUR PRIOR TO OR CONCURRENT WITH LAND -DISTURBING ACTIVITIES. 11. THE FOLLOWING AGENCIES AND COMPANIES SHALL BE NOTIFIED 48 HOURS PRIOR TO BEGINNING I I II CONSTRUCTION: i 12 THE DENSITIES AT UTILITY AN9__9TORM STRUCTURES (LOCATED WITHIN ROADWAY A. THE CITY OF OCOEE ENGINEERING DEPT. TAX PARCEL 013 I TO 3-FEET BEHIND THE CURB) SHA"L"L•BF_98% WITHIN PAVEMENT AREAS, AND B. ORANGE COUNTY PUBLIC UTILITIES 95% FOR STRUCTURES OUTSIDE PAVED AREAS,- RUT ARE WITHIN THE RIGHT-OF-WAY, (4 PER AASHTO T-180 MODIFIED. `^-.� C. BELLSOUTH TELEPHONE (Not Platted) II , D. TIME -WARNER COMMUNICATIONS, INC. TAX PARCEL 0'71 E. PROGRESS ENERGY I {( pp ii I ~``"-•��� `' .,�,o ``�•� I . ! IJiI ! ��--• �.. � (Not Platted) 12. 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 I �_ I II CLEARED, THE CONTRACTOR SHALL CONTACT THE OWNER FOR FURTHER INSTRUCTIONS. J a a I I SILT FENCE (TYP'_'�_\ 13. BOUNDARY AND TOPOGRAPHIC DATA WAS PROVIDED TO PECHT-EVANS ENGINEERING, INC. BY SWAGGERTY LAND SURVEYING, INC., DATED 12/11/02 1 DRIVE T I� I 14. THIS PROPERTY LIES IN FLOOD ZONE 'X' PER THE F.E.M.A. FLOOD INSURANCE `- - It I I I 5� / ,� -o�� �gti N 89m33'16"E 590.40' RATE MAP COMMUNITY -PANEL NUMBER 12095C 0210E, DATED DECEMBER 6, 2000.WOOD POWER °� '� POLE (TYP.) POLE 15. ALL MARKINGS TO COMPLY WITH F.D.O.T. ROADWAY AND TRAFFIC DESIGN STANDARDS, TELEPHONE RISER - �_ b' III ---- -" ` I uzy.0---- MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES. - ' '°" O �0 16. ALL TRAFFIC CONTROL SIGNS AND STRIPES SHALL CONFORM TO THE M.U.T.C.D. AND CONCRETE THE CITY OF OCOEE TRAFFIC STANDARDS. THE INTERSECTION WITH ADAIR STREET DRIVE it - __- -. - _.__ - ___ .___. _y ..__ _.. _.... ..__ _._ ..__.. .._.. ._...._.._ _..... _ _.... -__.. ___. _.._....._.. _.... _.._ _... .. SHALL HAVE A 30" HIGH -INTENSITY STOP SIGN AND A 24" THERMO-PLASTIC STOP BAR. I I ? (� I - - - ' ; �- - - 11 I�I 5' CONd S/W 17. FLORIDA POWER CORPORATION SHALL DEVELOP A LIGHTING PLAN DURING THE -I s. III . • I INFRASTRUCTURE CONSTRUCTION. I I I zo �,.-• �� N I , i i . i C.L. MAILBOX 18. SIDEWALKS SHALL BE BUILT TO BE FLORIDA ACCESSIBILITY CODE COMPLIANT, INCLUDING PLANTER I ; HANDICAPPED RAMPS. LOT 62 R-110 INI I ,I o SINGLE FAMILY RESIDENTIAL ' V I I I U) 1172.01 A I171.81 A 1 1171.61A 1 1171.41A WATER � METER col I I a: t 1 �I O a r ( i i I� I( I . , t_ -- _-- -__ __. _. _ .-! '- _. _ .__. _ ..- _-- -- ___ '_-- --- _-_ ._.... __._ ___ ..__- .__ _.._.. ___. �_..................... __ ........._....._....._........ jl 1'0-1 � z FIRE HYORAi IT - rl ' 4'CONCS SANITARY SEINER i I I ��. + ' ' � 23 LF - 18" /W Al SECTION ID 4 SHEET REFERENCE S-1 STORM STRUCTURE NUMBER 10 �10g. PROPOSED GRADE PROPOSED FINISHED FLOOR ELEVATION 1171.41A-. PROPOSED LOT GRADING TYPE DRAINAGE FLOW ARROW R-3 101. I0 GRAPHIC SCALE 30 0 15 30 60 ( IN FEET ) 1 inch = 30 ft. --- --- - - O� I I[17,,1.61 A 171.2 A {1171.31 A i I i i h1 00 f SITE BENCHMARK; #2 LEVATION 167.81 / T• OP 4" x R" C.M. I g`L N1b CONC, STREET I I I I f RCP my7.39/ N. RIM=168.95 LIGHT POLE �\ N.oC5.INV.=157.03 I I O� O. 00fO 0°� y 00� 0 WATER VALVE 0� 1\d,fi tV.=1 i8.8& Cj-1 1 O ---169.0 O tcod 9 J� 2' MIAMI I I �O �O a. �O . 1171.31 A I LO --- - ✓ \ cuRe 9-116g.09' 10 00 10- 10� 0.35% 1 +00 12+00 ��. 5 0.3 �5% 13+00 04i' ro`b' 0°' I CONNECT TO EX TING I - fO - ro ,._ - -�- co°��- -~ #� + t MANHOLE ® ASPHALTPAVEMENT 5 00°' 68 LF 18" ro �, 100 S-5 100 1 10O O 0_ INV EL 163.0 I 10 RCP ®�.29% I 1 O O 100$ o -�• .p 10°'�-`�,�.� w N „�O \ b.0 EXISTING GROUND 1 '� �� o = I I g q 10� - - - -- - - - 11�' ��� 2' MIA MI �j'� I 152 CMP i , ° a -a -I \b�O 172 CURB I �� + O r�y.aa 172 cs 00. CO ' � I 'r�� - - J r \ I /I.� a • 0 168.5 $-6 168.5 ,� O a I *j O U SITE SENCHMARI< « 167.5 N '0* 4' 4' CONIC S W I\ ELc^3ATION 168.95 a> OND #2 91 LF - 18" - 166.5 - 1� / *� �, 0 ! OND OB = 168.5 - i4RTFi RIM OF SANITARY I a a j 166.0 0 - 9 N $-$ 100Y/2 DHW = 167.58 RCP ® 0.55/ 165.5 o 168 I 168 sENiER ��ANrOLE STORM MANHOLE I I I N'b I .._._ .__. 78 LF - 24 1I - I N. RIM=168.63 I I 'tj0 RCP 0 0.26% 169.20 I ;--169.i}---`W - -i-� i { N.&S.INV.=158.98 I I I II 167.5 0 I 1�ib. 171.4 A co 1 - W.INV.=157.99 VIATER YI O �' I 1 METER I I S-3 ' 1 ��J ( �, 4-1 I I4 S/W 25 MPH SPEED • .��o' I I I I 45 - 24" i �.• t_tMIT srGry (w i LF RCP ® 0.36% 10' X 10, 43\ t._ -- .-- - __ .- __. __ - _ 11 164 1- o j- 164 I I I II �) WOOD STONE 169.10 1�0°�' 1 Cl* I i ICI I II 1 I��� SHED Q RUBBLE RIP 1 0 R-1 9ro33'1J"W 02.10' ` RAP A_._ _ -�'_- - -- _t �o� NON AGRICULTURAL POND BOTTOM= 166.0 I I I I i 170.3 NOTE: ESHGWL - 160.5' I W IIyy I i ��' SI T FENCE (TYP) b i 100� 1 - WWII I SECTION A2 (POND 82) I I I d I� 5 coNc s/ $-1 .:.....:. . SCALE: 1" = 30' HORIZONTAL I I'�I �,\ _. ____ _._ ___ ._......... I I 1- 3 VERTICAL I I €! `^. LESS OUT POND 1 I 180 , - - 180 I I I ii I *X PARCEL 023 100Y/ 24H DHW = 167.58 10 36 LF - 24" I I ' _1 __-�_ 1 I I I II) 00 0 5 BERM (TYP) + POND ONST,RUCTI N NOI S (�OTH FOND � j I I I -- I I 163.5 e _S O170.0 ,i(Not Platted) (0 164.iI 171.4 A _ EKTENDOVE BERM. I -, } ' R-1 ORANGE COUNTY 21 SEED AND MULCH ITHIE, PON + BO OMM. ( I I l I '� '� O 166.5 �,�o ' - 17s r- �(- �;- 176 I i SINGLE FAMILY RESIDENTIAL ` -- - - - - -- - -" 1675 (�_i 1 ({ __ _ I I I I I90 ----169.5- 168.5 I i, . m I----- �--� { j I I / �{'1 _ S 89v33'16"W 1363.30' 00' °172 172 .j'A EEL- Q76 --- BERM RM E ISTING GROU11 D _I69e0- R-1 ORANGE COUNTY Not Platted 5' BERM (TYP) VA..R.E TSIDEN T IAL I - --�6 168 4' -� i 1--� 168 I I I �I- -- _-__� - =_� =____� _______�=__-_-_-=--------------� =_� L^ ° - 168.5 r� -- . _.--•-•168 5 i j a-__�_ ____.___._. ____..__.__. __.-._..___ ___.____ __ _ ___.__ _ > t �•� ;__ I I TAX PARCEL 081 - `� 'BM--SORENSOK L-� N- E• r169.0 h ( I I ASPHALT PAVEMENT V FLAT CONCRETE CURB .(TYP.) - I �I GOO `STORM MANHOLE( -Pt) - - - - -- - - - - - �� ------------------------------------------------------------------------- ---- 164 --- 0 DUI��3:5.� 1 164 NV -_" _ - I_ I I I RIM68.21 j, I i I I I 60.STORM STRUCTURE DATA ' + GTE_: IESHG" =1601 _4' S/W I I S-7 -S-3 I MITERED END SECTION MITERED END SECTION STORM MANHOLE CURB INLET, TYPE 2 SECTION Al (POND 81) I I I 13+77.30, 14.00'L I 13+40.40, 98 R 13+05.63, 54.13 R 11 +82.52, 18 R INV EL 163.50 INV EL 163.5 RIM EL 168.90 TOP EL 168.68 SCALE: 1" = 30' HORIZONTAL I I I INV EL 163.80 S 1" = 3' VERTICAL I I INV EL 164.3 (E) ( ) S-2 S-4 INV EL 164.3 (W) I I I CURB INLET, TYPE 2 STORM MANHOLE S-8 13+72.00, 61.75'R 12+76.26, 19.30'R S-6 GRATE INLET, TYPE D10+48.14, 44.74'R TOP EL 168.88 RIM EL 168.80 MITERED END SECTION INV EL 163.60 (N) INV EL 163.80 (S) 11 +81.07, 42.87'R GRATE EL 168.05 INV EL 163.60 (S) INV EL 163.80 (W) INV EL 166.00 INV EL 163.20 m � � 0 0 I m 0 I M 0 w 0 0 0 ' W � u � 8 U � a N w O o � U w W 0 z U � - O 0 o W F.. G Q � a 0 L0 M ® 4; Q. � 1 4i z (32 LLJ � � 5 0 0 U N Z ® 00 O OC) N r P: Z � 00 LI � M az Z to to 0 N =jam ULI 0 � be L �® 7 L4mJ Z y L4mJW 414 J 0 cc 0 0 W cc 1C w oc IL ® 11' a i Fu W W V � IL O o V • - u � u u U. DRAWN: ET CHECKED: TT DATE: OCTOBER 2003 SCALE: 1"-$0' CAD NAME: GRADING PLAN 11004 SHEET #: OF g SHEETS LOT 62 R-1 SINGLE FAMILY RESIDENTIAL SANITARY SEWER MANHOLE N. RIM=168.95 N.&S.IN V.=157.03 W.INV.=158.86 °" CONCRETE 00 Iiil~ DRIVE s in g I' C 6. MAILBOX I & PLANTER I I I J I II I3I �I -• WATER I 0: METER z -a I FIRE HYDRANT �. 168. S t. P � } 169.0 CONNECT TO EXISTING-� �, CURB 10" WATER MAIN IAMI 9 612.0 10 00 `�1+00 12+00 13+0 jk a; 6'"VC'" ; otr4E-0-WATER- ASPHALT 18"P, fj(( STREET A REDUCED PRESSURE PAVEMENT ZONED BACKFLOW PREVENT 15,"C}GP - A CURB y'� �\ V ! j ° 6/ ` a° e ' a-° - .. s ! __ d 1 �' + 'ate 4a p ®-'168.i1- C ,. SITE BENCHMARK 1 ELID/ATiON 168.957 �/ �< RECLAIMED WATER LINE a NORTH RIM OF SANITARY' SEVV R MANHOLE SfORtv1 MANHOLEJ � I � I ff� ��- i6s.o ( -- - - --- ! � 1� ��\ _ �` s`;' i 8" PVC N. R)Ab=168.63 I I !� _ _ N.d<S.tNu=158.98 I DEFLECT RECLAIMED WAT R I } `�° __-�� ----1 �� ! y = SANITARY ! W.JNV.=157.99 WATERNis i - `$' ? ?' ��_ , AROUND STORM SEWER ; 3 \ , ': °�\� {;`,.�•I METER ( I I I- --- 1 2s MPH SPEf LIMIT SIGiN' t i WOOD Izo o�� SHED I fj a° -,- 11 ''`•., Ili ,\ < `�..: �--�,..� � N ®I- 4i I s y __._._______..... FIRE HYDRANT ! LESS OUT ~- # t ' t ! ASSEMBLY Q I ; I ( DEFLECT RECLAIMED WATER 11 I I} I AROUND INLET } 11 10 I {, II T PARCEL 023 I` (Not Platted) 170°D-- {f R-1 ORANGE COUNTY._.___.------- - ------ ------------- __..._._..____,___.. it NOTE: ALL UTILITES TO C-------• BE I I I SINGLE FAMILY RESIDENTIAL PLACED WITHIN THE 10 I I i _ ._169.5 EASEMENT ALONG THE FRONT OF I I I EACH LOT SHALL BE PLACED I J� AROUND EXISTING PROTECTED --"`~� �1' -- TREES TO BE PRESERVED. ..-�- M- �-A R C, EL 0'7 6 I I I III-•----169,0 ---.�---..,„�---� 690- -•� '---�-' •-----�•-- __u.�, R-1 ORANGE COUNTY (Not Platted) Vi`SA•N-T KSIDENTI� AL 168.5- TAX PARCEL 081 1 8 - -_ _____ ___ __..____. __ __---_-_.___.___ _.__-....._______.. __....__ B SORgENSO N LANE-- __----169.0- li ASPHALT PAVEMENT tL I 1 FLAT CONCRETE CURB (iYP.) ;'USRP'�1 Iv'i;=�i�.IHUL�.-(�O-�• �l�t�d�- - - -� a SI I IV. RIM=168.21 - INV. =760.13 i I 174 EN 171 168 CONNECT PROPC EXISTING 10" Wh SLEAVE AND VAL 165 1 162 159 156 15 00, CONC. STREET # } % �hf�+t'i� LIGHT POLE i �. TER VALVE --- ------- 110' X 26' OPEN CUT ADAIR TR�ET j TO CONSTRUCT WATER MAIN I I CONTRACTOR SHALL RESTORE PAVEMENT I 1 ; 2 I I 3 2 - 6" 45' BENDS DEFLECT ATER MAIN ( l AROUND I�LET 8" PVC -FIRE HYDRANT SANITARY ASSEMBLY 8" PVC WATERMAIN `-•� SCALE: HORIZONTAL: 1 " = 30' VERTICAL: 1 "= 3' r7 p N rn 00 I I�TING GROUND y z x cn w } { p II Cn EXISTING GROUND t �. _._.-,----pROP6 -- T._.___._.,________ - _..._.__.________.____ _._.____.._._ 1 � _,_._.-.._._...# I,-I---------•-� } GRADE�� �._-__ ._...._..____--_--_--_-_._-_....... ...._ ....._.__.__._ _ 24" 1 $ED 8" WM TO j ;RCP # i WITH A TAPPING I I { # 3 J- 8" p W9.E-R-MAIN '-'--, } ------___-__._ y �ISTING 10" AIM i f EXISTING SANITARY MAN{ OLE t t t RIM EL 168.95 INV EL 157.03 N & S! # } j } 12CF" = 2s, 324LF-8"PC@0.45% iI ( I I CONNECT TO EXISTINGSANITARY f I __ I N ! N i } Ld J N w O M 1 z o o . a? ! } k ! { U MANHOLE @ EL 159.777 (DROP CONNECTION) _ Q i I I M N cn O° co to >- + _, `� j ¢ � 1 1 Q JJ w 2 Gn¢ cn�: FE rn cow O 00 N� co co 00 U-) �^ co. co co to d d:� M NN to co coto M N N� co �j O 00 `-#00 N} 1 co •-j to co ct, co to co co �p to co co to co co! co. coi to -`CEO �I _fco I ' I 1 } t , f , 9+00 9+50 10+00 10+50 11+00 11+50 12+00 PROFILE OF STREET A NOTE: SEE SHEET #4 FOR STORM SEWER INFORMATION. 12+50 13+00 13+50 171 168 165 162 159 156 :o 14+00 14+29.22 UTILITY LEGEND SANITARY FLOW DIRECTION MANHOLE U SANITARY SERVICE (DOUBLE) T SANITARY SERVICE (SINGLE) _} 90` BEND DA AIR RELEASE VALVE RECLAIMED WATER SERVICE FIRE HYDRANT z GATE VALVE 171 TEE ® BLOW -OFF D REDUCER tj WATER SERVICE (DOUBLE) 1 WATER SERVICE (SINGLE) GRAPHIC SCALE 30 0 15 30 60 Omni ( IN FEET ) 1 inch = 30 ft. UTILITY NOTESi 1. CONTRACTOR IS TO VERIFY THE LOCATION OF ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION IN THEIR VICINITY. 2. WATER MAINS AND SANITARY SEWER GRAVITY MAINS ARE TO HAVE A 10' (MIN.) HORIZONTAL SEPARATION DISTANCE MEASURED FROM EDGE TO EDGE. IF THE HORIZONTAL SEPARATION DISTANCE IS LESS THAN 10', THE SANITARY SEWER MAIN SHALL BE UPGRADED TO AWWA C900 DR 18 PVC AND PRESSURE TESTED. 3. AT WATER MAIN/SANITARY SEWER GRAVITY MAIN CROSSINGS, PROVIDE A (MIN.) VERTICAL SEPARATION DISTANCE OF 18" BETWEEN THE BOTTOM OF THE UPPER PIPE AND THE CROWN OF THE LOWER PIPE. IF THE VERTICAL SEPARATION IS LESS THAN 18", THE SANITARY SEWER MAIN SHALL BE 20 LF, CENTERED ON THE POINT OF CROSSING, OF AWWA C900 DR 18 PVC AND PRESSURE TESTED. MECHANICAL JOINTS ARE REQUIRED FOR THE SEWER PIPE IF THE SEPARATION IS LESS THAN 18". 4. ALL POTABLE WATER AND SEWER LINES TO MEET CITY OF OCOEE SPECIFICATIONS. 5. MINIMUM SLOPE ON ALL SANITARY SEWER GRAVITY MAINS TO BE 0.407o. 6. RESTORE ALL DISTURBED RIGHT-OF-WAY AREAS TO PREVIOUS CONDITION. 7. UTILITIES: ELECTRIC: PROGRESS ENERGY 407 646-8501 POTABLE WATER: CITY OF OCOEE 407 905-3100 TELEPHONE: SPRINT 407 814-5334 SEWER: CITY OF OCOEE 407 905-3100 CABLE TV: TIME -WARNER COMMUNICATIONS, INC. 407 532-8511 RECLAIMED WATER: CITY OF OCOEE 407) 905-3100 8. FOR THE CITY OF OCOEE WATER AND SANITARY SEWER DETAILS, SEE SHEET 8.. 9. ALL WORK ON UTILITIES SHALL BE OPEN TO AND SUBJECT TO INSPECTION BY AUTHORIZED PERSONNEL OF THE UTILITY COMPANIES, OWNER, AND PROJECT ENGINEER. 10. SANITARY SEWER LATERALS MUST BE AT A DEPTH OF 3 FEET (MINIMUM) NOT EXCEED 6 FEET AT THE CURB FOR ALL LOTS. 11. HYDROSTATIC TESTING SHALL BE PERFORMED IN ACCORDANCE WITH AWWA C600 OR M23 AS APPLICABLE. 12. DISINFECTION OF THE WATER DISTRIBUTION SYSTEM SHALL BE PERFORMED IN ACCORDANCE WITH AWWA C651. 13. AT WATER MAIN/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 SEPARA1ON IS LESS THAN 18", THE WATER MAIN SHALL BE 20 LF OF DUCTILE IRON PIPE CENTERED ON THE POINT OF CROSSING. 14. WATER MAINS AND STORM SEWER MAINS ARE TO HAVE A 10' (MIN.) HORIZONTAL SEPARATION DISTANCE. IF THE HORIZONTAL SEPARA1ON IS LESS THAN 10', THE WATER MAIN SHALL BE AWWA C150/C151 DUCTILE IRON IN THOSE LOCATIONS. THE CONTRACTOR IS TO DEFLECT WATER MAINS AROUND DRAINAGE STRUCTURES TO AVOID CONFLICTS. 15. P.V.C. WATER MAINS SHALL BE C-900. DR 18 AS SPECIFIED IN THE ORANGE COUNTY STANDARDS FOR WATER MAIN CONSTRUCTION. 16. CONTRACTOR SHALL MAINTAIN MINIMUM 3' COVER OVER WATER MAINS, SANITARY SEWER GRAVITY MAINS, FORCE MAIN AND RECLAIMED WATER MAINS. 17. SANITARY SEWER GRAVITY MAINS SHALL BE SDR 35 PVC. 18. P.V.C. WATER PIPES MUST BEAR THE NSF LOGO FOR POTABLE WATER USE. 19. ALL DUCTILE IRON PIPES MUST BE IN ACCORDANCE WITH AWWA C160/C151. 20. 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. FOR FORCE MAINS, UPGRADE THE FORCE MAIN TO C900 DR-18 PVC. A MINIMUM OF 12" CLEARANCE IS REQUIRED AT THE CROSSINGS. 21. ALL UTILITIES CONSTRUCTION CONNECTING TO THE OCPU SYSTEM SHALL CONFORM TO ORANGE COUNTY MANUAL OF STANDARDS AND SPECIFICATIONS FOR WASTEWATER AND WATER MAIN CONSTRUCTION. 22. THE CONTRACTOR SHALL NOTIFY THE CITY OF OCOEE UTILITIES CONSTRUCTION DEPARTMENT 48 HOURS PRIOR TO ANY UTILITIES CONSTRUCTION. 23. AT WATER MAIN/RECLAIMED WATER MAIN CROSSINGS, PROVIDE A (MIN.) VERTICAL SEPARATION DISTANCE OF 18" BETWEEN THE BOTTOM OF THE UPPER PIPE AND THE CROWN OF THE LOWER PIPE. IF THE VERTICAL SEPARATION IS LESS THAN 18", THE RECLAIMED WATER MAIN SHALL BE 20 LF, CENTERED ON THE POINT OF CROSSING, OF AWWA C900 DR 18 PVC AND PRESSURE TESTED. 24. WATER AND RECLAIMED WATER MAINS ARE TO HAVE A 5' (MIN.) HORIZONTAL SEPARATION DISTANCE MEASURED FROM CENTER TO CENTER (OR 3' INSIDE EDGE OF PIPE TO INSIDE EDGE OF PIPE). IF THE MINIMUM HORIZONTAL SEPARATION DISTANCE CANNOT BE MAINTAINED, THE RECLAIMED WATER MAIN SHALL BE UPGRADED TO AWWA C900 DR 18 PVC AND PRESSURE TESTED. 25. AT SANITARY SEWER GRAVITY MAIN/RECLAIMED WATER MAIN CROSSINGS, PROVIDE A (MIN.) VERTICAL SEPARATION DISTANCE OF 18" BETWEEN THE BOTTOM OF THE UPPER PIPE AND THE CROWN OF THE LOWER PIPE. IF SEPARATION IS LESS THAN 18", THE RECLAIMED WATER MAIN SHALL BE 20 LF, CENTERED ON THE POINT OF CROSSING, OF AWWA C900 DR 18 PVC AND PRESSURE TESTED. 26. SANITARY SEWER GRAVITY MAINS AND RECLAIMED WATER MAINS ARE TO HAVE A 5' (MIN.) HORIZONTAL SEPARATION DISTANCE MEASURED FROM CENTER TO CENTER (OR 3' INSIDE EDGE OF PIPE TO INSIDE EDGE OF PIPE). IF THE MINIMUM HORIZONTAL SEPARATION DISTANCE CANNOT BE MAINTAINED, THE RECLAIMED WATER MAIN SHALL UPGRADED TO AWWA C900 DR 18 PVC AND PRESSURE TESTED. 27. THE CONTRACTOR SHALL MAINTAIN A 3' MINIMUM DISTANCE FROM THE RIGHT-OF-WAY LINE TO THE WATER MAIN / RECLAIMED WATER. AT STORM STRUCTURES, THE CONTRACTOR SHALL DEFLECT THE WATER MAIN / RECLAIMED WATER AROUND THE STORM STRUCTURES TO MAINTAIN A 1' MINIMUM CLEARANCE WITH THE STORM STRUCTURES. Q28. ALL ON -SITE UTIL111ES INCLUDING ELECTRICAL, CABLE TV, AND TELEPHONE 1 SHALL BE PLACED BELOW GROUND. 29. EACH FIRE HYDRANT SHALL BE OSHA YELLOW IN COLOR AND A BLUE REFLECTIVE MARKER SHALL BE AFFIXED TO THE STREET IN THE CENTER OF THE LANE CLOSEST EACH HYDRANT. 30. THE CONTRACTOR SHALL REFER TO SHEET #6 FOR FDEP WATER AND SANITARY SEWER NOTES. m W 0 0 I Z O g II) a 9 v W C 0 0 U LLJ ui a W ul a 00 rn ® a taJ 9d Z C_ 0 � 4 0 0 � U N Z ® o00 �• N C.$) ® 0 00 LLJ W Q Z to 0 0 1 =>� UL4.J j y MEN a lmm4jin 11- Z v 4 W j cc 0 10 a 7 rc IL Z O N � ® W jC IL CC ja m W �IJ W v O N6 O v DRAWN: ET CHECKED: TT DATE: OCTOBER 2003 SCALE: TWO' CAD NAME: PLAN & PROFILE JOB #: 11004 SHEET #: OF 9 SHEETS Dol-• • • • 1. THE CITY OF OCOEE IS SUBJECT TO THE TERMS, PROVISIONS AND RESTRICTIONS OF FLORIDA STATUES 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 SHOULD BE CONSIDERED AS SUCH AN EXEMPTION. 2. STORMWATER MANAGEMENT SHALL BE PROVIDED CONSISTENT WITH THE REQUIREMENTS OF THE OCOEE LAND DEVELOPMENT CODE AND THE ST. JOHNS RIVER WATER MANAGEMENT DISTRICT. 3. ALL FINISHED FLOOR ELEVATIONS SHALL EXCEED THE 100 YEAR FLOOD ELEVATION BY A MINIMUM OF ONE FOOT. 4. ALL ONSITE UTILITIES INCLUDING ELECTRICAL, CABLE TV AND TELEPHONE SHALL BE PLACED BELOW GROUND. 5. UNLESS OTHERWISE NOTED, A 5' UTILITY AND DRAINAGE EASEMENT WILL BE PLATTED ALONG ALL SIDE LOT LINES, AND A 10' UTILITY, DRAINAGE AND SIDEWALK EASEMENT ADJACENT TO THE STREET RIGHT-OF-WAY. SIDEWALKS WILL ONLY BE PLACED IN THIS EASEMENT IF NECESSARY TO RUN THEM AROUND EXISTING PROTECTED TREES TO BE PRESERVED. 6. ALL UTILITY AND DRAINAGE EASEMENTS UPON INDIVIDUAL LOTS SHALL BE MAINTAINED BY THE LOT OWNER.THE LAND BURDENED BY SUCH EASEMENTS SHALL 0 BE OWNED BY THE INDIVIDUAL LOT OWNERS. SUCH EASEMENTS SHALL BE DEDICATED TO THE CITY AT THE TIME OF PLATTING FOR PERPETUAL USE OF THE PUBLIC. 7. THE 10' WALL, LANDSCAPE AND SIGNAGE EASEMENT SHALL BE FOR THE BENEFIT OF, AND SHALL BE MAINTAINED BY THE HOMEOWNERS ASSOCIATION, EXCEPT THAT ALL GRASS AND LANDSCAPING ON THE A HOUSE SIDE OF THE WALL WITHIN LOT 1 SHALL BE MAINTAINED BY THE OWNER OF LOT 1. THE LAND BURDENED BY THE EASEMENTS OVER LOT 1 SHALL BE PART OF AND OWNED BY THE OWNER OF LOT 1 AND THE LAND BURDENED BY THE EASEMENT OVER RETENTION POND TRACT "A" SHALL BE A PART OF TRACT "A" AND OWNED BY THE HOMEOWNERS ASSOCIATION. 8. ALL TRACTS WHICH ARE TO BE OWNED AND MAINTAINED BY THE HOMEOWNERS ASSOCIATION SHALL BE CONVEYED TO THE HOMEOWNERS ASSOCIATION BY WARRANTY DEED AT THE TIME OF PLATTING. 9. EACH FIRE HYDRANT SHALL BE OSHA YELLOW IN COLOR AND BLUE REFLECTIVE MARKER SHALL BE AFFIXED TO THE STREET IN THE CENTER OF THE LANE CLOSEST TO EACH HYDRANT. 10. THE DEVELOPER SHALL CONSTRUCT APPROPRIATE CURB CUTS TO ENABLE CONSTRUCTION OF RAMPS AT ALL RIGHT-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 AND THE APPROPRIATE RAMPS WILL THEN BE CONSTRUCTED. 11. ALL UNDERGROUND UTILITIES SHALL COMPLY WITH ORDINANCE NO. 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 ALL RESIDENTIAL LOTS WHICH ARE LESS THAN 70 FEET IN WIDTH WHERE THE LOT ABUTS THE STREET RIGHT-OF-WAY LINE. 12. NO PERSON SHALL UNDERTAKE LAND CLEARING OR THE REMOVAL OF ANY PROTECTED TREE WITHOUT FIRST OBTAINING A PERMIT FROM THE BUILDING DEPARTMENT. THE REMOVAL OF PROTECTED TREES SHALL BE MINIMIZE 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. 13. EXISTING TREES 8" OR LARGER (OTHER THAN CITRUS TREES OR "TRASH" TREES) LOCATED ALONG PROPOSED LOCATIONS OF BUFFER WALLS OR ROAD RIGHT-OF-WAY LINES WILL BE PRESERVES 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. 14. 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. 15. IN ORDER TO ENSURE 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 AND THE ENGINEER PRIOR TO ANY TREE REMOVAL. NO CLEARING PERMITS WILL BE ISSUED FOR SITE WORK OR BUILDING CONSTRUCTION UNTIL ALL TREES TO BE PRESERVED HAVE BEEN CLEARLY MARKED WITH TREE PROTECTION BARRIERS. 16. REMOVAL OF EXISTING PROTECTED TREES WILL BE LIMITED TO CLEARING RIGHT-OF-WAY AND RETENTION AREAS AS DETAILED IN FINAL SUBDIVISION PLAN. ALL EXISTING PROTECTED TREES ON INDIVIDUAL LOTS WILL BE EVALUATED AT THE TIME A BUILDING PERMIT IS ISSUED FOR THAT LOT, TO DETERMINE WHETHER OR NOT EACH TREE NEEDS TO BE REMOVED. 17. RETENTION POND TRACTS "A" & "B" TO BE OWNED AND MAINTAINED BY THE HOMEOWNERS ASSOCIATION WITH AN EASEMENT DEDICATED TO THE CITY OF OCOEE. 18. THE FOUNDATION FOR EACH SINGLE-FAMILY RESIDENTIAL DWELLING UNIT TO BE CONSTRUCTED ON THE PROPERTY SHALL HAVE AN ELEVATION WHICH EXCEEDS THE APPLICABLE 100-YEAR FLOOD ELEVATION BY A MINIMUM OF ONE (1) FOOT. 19. ALL ACCESS RIGHTS TO ADAIR STREET SHALL BE DEDICATED TO THE CITY, EXCEPT AT THE APPROVED LOCATION SHOWN ON THIS PLAN. 20. ALL EXISTING STRUCTURES (INCLUDING PAVEMENT, POWER LINES, FENCES, ETC.), AS WELL AS EXISTING UTILITY EASEMENTS, WILL BE REMOVED AND/OR TERMINATED PRIOR TO OR DURING CONSTRUCTION OF THE DEVELOPMENT REPLACING THOSE USES. 21. ALL LEGAL INSTRUMENTS, INCLUDING BUT NOT LIMITED TO THE DECLARATION OF EASEMENTS, COVENANTS AND RESTRICTIONS, ASSOCIATION DOCUMENTS, AND DEEDS CONVEYING PROPERTY TO THE HOMEOWNERS ASSOCIATION, SHALL BE APPROVED BY THE CITY PRIOR TO PLAT APPROVAL. 22. ANY DAMAGE CAUSED TO ADAIR STREET 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. 23. THERE SHALL BE NO ACCESS FROM THE PROPERTY TO ADAIR STREET EXCEPT AT THE APPROVED LOCATION SHOWN ON THE PLAN. 24. STREETLIGHTS WILL BE INSTALLED BY THE DEVELOPER PRIOR TO CERTIFICATE OF COMPLETION AT HIS EXPENSE, AND THE COST OF OPERATIONS WILL BE ASSUMED BY THE DEVELOPER IN ACCORDANCE W.LTH ORDINANCE NO. 95.-17 25. NOTHING HEREIN SHALL BE CONSTRUCTED TO WAIVE ANY PROVISIONS OF THE LAND DEVELOPMENT CODE EXCEPT TO THE EXTENT EXPRESSLY SET FORTH ON THE WAIVER TABLE OR EXPLICITLY SET OUT ON THE FINAL SUBDIVISION PLAN. 26. ALL RETENTION PONDS WILL BE UNFENCED WITH SLOPES LEADING INTO THE POND WHICH ARE NO GREATER THAN 5-TO-1 AND BACKSLOPES NO GREATER THAN 3-TO-1. 27. A MINIMUM OF 20 FEET UNOBSTRUCTED CLEARANCE IS REQUIRED AT ALL ENTRANCE ROADS. 28. ASIDE FROM ROAD, RETENTION AREAS AND PARK AREAS, THE ONLY LAND USE WILL BE DETACHED SINGLE-FAMILY RESIDENTIAL. 29. PURSUANT TO ORDINANCE #2001-18, ALL SUBDIVISION SIGNAGE MUST BE CONSISTENT WITH THE LEGALLY ASSIGNED NAME OF THE SUBDIVISION. THE LEGALLY ASSIGNED NAME OF THE SUBDIVISION IS "ADAIR POINTE." ANY SUBSEQUENT CHANGE TO THE NAME OF THE SUBDIVISION. MUST BE APPROVED BY THE CITY COMMISSION. 30. A.) NOTWITHSTANDING THE CONVEYANCE OF THE STORMWATER RETENTION PONDS TO THE PROPERTY OWNERS ASSOCIATION ("THE ASSOCIATION") OR ANY PROVISIONS 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 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, (111) THE ASSOCIATION IS DESIGNATED AS THE MAINTENANCE ENTITY ON THE RECORDS OF THE SJRWMD AND ALL TRANSFER 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 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. B.) ALL DECLARATION OF COVENANTS AND RESTRICTIONS AFFECTING THE PROPERTY SHALL INCLUDE THE FOLLOWING PROVISIONS: I. PROVISIONS ALLOWING THE CITY TO LEVY, COLLECT, ENFORCE ASSESSMENTS FOR MAINTENANCE OF COMMON AREAS IF ASSOCIATION 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 (1) TURNOVER OF CONTROL TO THE MEMBERS HAS NOT OCCURRED, OR (11) IF THE DEVELOPER IS STILL RESPONSIBLE FOR MAINTENANCE OF THE SWMS. III. PROVISIONS 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. PROVISIONS THAT THE ASSOCIATION SHALL AT ALL TIMES BE IN GOOD STANDINGS WITH THE FLORIDA SECRETARY OF STATE. V. PROVISIONS THAT AT THE TIME OF TURNOVER OF CONTROL OF THE ASSOCIATION TO THE MEMBERS, THE DECLARANT SHALL DELIVER TO THE NEW BOARD OF DIRECTORS THE MAINTENANCE PLAN FOR THE SWMS ACCOMPANIED BY THE ENGINEER'S CERTIFICATION THAT THE SWMS IS FUNCTIONING IN ACCORDANCE WITH ALL APPROVED PLANS AND PERMITS. TO THE EXTENT THAT ANY SUCH ENGINEER'S REPORT INDICATES ANY CORRECTIVE ACTION IS REQUIRED THE DECLARANT'S 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. A. PROVISIONS THAT NO PROPERTY OWNED BY THE CITY OR ANY OTHER GOVERNMENTAL ENTITY SHALL BE SUBJECT TO ASSESSMENTS LEVIED BY THE ASSOCIATION. VIi. PROVISIONS THAT ANY AMENDMENT TO ANY PROVISION AFFECTING THE CITY REQUIRES THE CONSENT OF THE CITY IN AN INSTRUMENT RECORDED WITH THE AMENDMENT. VIII. THE ARTICLES OF INCORPORATION AND BYLAWS OF THE ASSOCIATION SHALL BE CONSISTENT WITH THE FOREGOING PROVISIONS. 31. THE LANDSCAPE BUFFER/EASEMENT ALONG ADAIR STREET SHALL HAVE SHADE TREES PLANTED EVERY 30 FEET AND SHRUBS PLANTED ALONG AT LEAST 25 % OF THE LENGTH OF THE WALL. THE WALL SHALL BE CONSTRUCTED AT LEAST 5 FEET BACK FROM THE ROAD RIGHT-OF-WAY LINE. 32. ALL SCREEN WALLS, LANDSCAPE BUFFERS, ENTRY AND CORNER LANDSCAPE IMPROVEMENTS, AND SIDEWALKS ALONG ADAIR STREET AND ADJACENT TO COMMON AREAS ALONG THE ENTRANCE ROAD SHALL BE COMPLETED PRIOR TO ISSUANCE OF THE CERTIFICATE OF COMPLETION FOR THE SUBDIVISION IMPROVEMENTS. 33. A STREET TREE SHALL BE PROVIDED BY THE HOME BUILDER AT THE FRONT OF EACH LOT PRIOR TO ISSUANCE OF A CERTIFICATE OF OCCUPANCY FOR THE HOUSE CONSTRUCTED ON THAT LOT. EACH TREE SHALL BE A SHADE TREE AND SHALL BE A MINIMUM OF 2" DBH AND 10' TALL AT THE TIME OF PLANTING. 34. THE PLAN SHOWS AVAILABLE PAD SIZE FOR REFERENCE ONLY. FOR EACH INDIVIDUAL LOT, THE BUILDINGS SHALL NOT EXCEED 40% LOT COVERAGE AND THE TOTAL OF ALL IMPERVIOUS SURFACES SHALL NOT EXCEED 50 % LOT COVERAGE. 35. 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. Q36. AT SUCH TIME AS THE CITY OR DEVELOPER ACQUIRES FEE TITLE OR AN EASEMENT TO THE ADJACENT LAND IMMEDIATELY SOUTH OF THE 0 SUBDIVISION, THE DEVELOPER SHALL EXTEND THE 4' SIDEWALK ALONG THE 0 EASTERN EDGE OF TRACT "B" ACROSS THE ACQUIRED PROPERTY TO CITY PROPERTY TO ALLOW PEDESTRIAN ACCESS FROM THE SUBDIVISION TO THE ADJACENT CITY PARK, EAST OF THE SUBDIVISION. IN THE EVENT ACQUISITION OF THE PROPERTY OCCURS FOLLOWING TURNOVER OF CONTROL OF THE ASSOCIATION TO THE MEMBERS, THE ASSOCIATION SHALL BE RESPONSIBLE FOR EXTENDING THE SIDEWALK. THE DECLARATION OF COVENANTS, CONDITIONS AND RESTRICTIONS SHALL INCLUDE A PROVISION SETTING FORTH THIS OBLIGATION. Q37. AT THE TIME OF APPROVAL OF THIS FINAL SUBDIVISION PLAN, THE DEVELOPER SHALL CONTRIBUTE $6,000.00 TO THE CITY FOR RECREATIONAL EQUIPMENT FOR USE OFF -SITE ON CITY PROPERTY TO BE DETERMINED BY THE CITY OF OCOEE PARKS AND RECREATION DEPARTMENT. -.,,rj 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)(8), 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 IS 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)(8), 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)) 13. WHERE THE FDEP WATER NOTES AND UTILITY NOTES (ON SHEET#5) CONFLICT THE MOST RESTRICTIVE CRITERIA SHALL APPLY. FDEP SANITARY SEWER NOTESi 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) THE LEAKAGE EXFILTRATION OR INFILTRATION DOES NOT EXCEED 200 GALLONS PER INCH OF PIPE DIAMETER PER MILE PER DAY FOR ANY SECTION OF THE SYSTEM; 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 33.95] 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. TOOLED EDGES 118" RADIUS---, --- �--1 /8" CONTRACTION JOINT N.T.S. d ♦ s de ♦'e �♦ PREMOULDED JOINT MA TERIAL EXPANSION JOINT N.T.S. 4' OR 5' WIDE 4" THICK 1-ill-I 11-1 CONCRETE WALK AT 3,000 P.S.I.; WOOD FLOAT FINISH, SAW CUT CONTRACTION JOINTS AT 5' O.C. MIN. EXPANSION JOINTS COMPACTED SUBGRADE AT 20' O.C. MIN. CONCRETE SIDEWALK N.T.S. 4' 1 7' 2' 1 24' PAVEMENT I 2' 7' MIAMI CURB (TYP) 1-1/2" FDOT TYPE S-1 24" ASPH CONC (TYP) 12" 12" 12" 12" 2%z_ __---- 2.08% 2.087.z_ r __ 1 /2" R 6 STABILIZED • 'fl •.-. SU DE.' 12" (TYP)_- CONC SIDEWALK (TYP) 12" (TYP) N.T.S. a zZ6" THICK STABILIZED SUBGRADE (TYP) LIMEROCK BASE COMPACTED TO MIN. DENSITY OF 98% OF MAX. DENSITY PER AASHTO T-180 (TYP) 12" SUBBASE COMPACTED TO 95% MAX DENSITY THE TOP 6" STABILIZED TO FBV 50 (TYP) W W W C. i O mot' O 1 O N 0 0 � O N M W O o g F- 0 ul ItC. v o W 0 0 W 0 0 0 co 0 U U 0 2 iF a a 0 W Q s � � 0 W 0 W Q M a Go tM Is; ® �� o: l w s � d cd 6 � U Z N O 000 w C-D Z W ® to cco 00 4 h W Qz Z E- 10 zz in z =jm O cc ® CIO W 0) jCWL- co ■N v Z Wj CC CLO ,.. O 10 oc Z �A � d W E ILcc C d ®� W W v O W IL F t� IL Z to lie DRAWN: ET CHECKED: TT DATE: OCTOBER 2003 SCALE: NONE CAD NAME: DETAILS & NOTES JOB #: 11004 SHEET #: 6 OF 9 SHEET$ Inlet Type 2 Symmetrical About € Ot i IJN ' A 2' Dia. Cover See Slab Reinforcing + £ Inlet Detail This Sheet. �$ b B r B 'zo 5' 0 Concrete Support Post 10'-0' 3'-0" l3'-0' �A PLAN (INLET TYPE 2 SYMMETRICAL ABOUT 0 To Be Paid Limits Of Inlet Construction To Be Paid For As C. & G. For As C. & G. F.L. Of Gutter 1� % b �a TTO 3'-0" 10'-0" '-0" 3'-O" Gutter Gutter Trans. Trans. SECTION BB (INLET TYPE 2 SYMMETRICAL ABOUT 0 4-0" /'-6" L= to b ' � See Note V 5' 0 Concrete No. 4 Support Post I - I 2'-0" 3 6' Concrete Or S,I 31_6u 6') 8' Brick. Inlet Type 4 Symmetrical About € i t 0 A 2' Dla. Cover See Slab Reinforcing Detail This Sheet. -I s 6h €Inlet L Back Of 5' 0 Concrete Fa Support Post PLAN (INLET TYPE 4 SYMMETRICAL ABOUT 0 To Be Paid Limits Of inlet Construction To Be Paid For As C. & G. For As C. & G. F.L. Of Gutter o _ Back Of T j 3'-0" 6'-O' I 3'-0" I 3'_O. l '1 I Gutter I Gutter I Trans. Trans. SECTION BB (INLET TYPE 4 SYMMETRICAL ABOUT V 4'- 1'-6" See Note V 5' 0 Concrete No. 4 Support Post 6' Concrete Or 8" Brick. 4'-0 6° 1 DIMENSIONAL SECTION DIMENSIONAL SECTION INLETS TYPES I AND 2 INLETS TYPES 3 AND 4 #6 Bars Unless Otherwise Shown #6 Bars Unless #6 Bars o #6 Bars o . Otherwise Shown 9' Ctrs. 6" 6' 9" 9 9" Ctrs. 3" #6 Bars O 9" Ctrs. #6 Bars Go 9' Ctrs. #6 Bars I #6 Bars i pI0!P*4 8' Ctrs. Bars#7 Bars #4 Bars #7 Bars /-0 8" Ctrs.Both Ways Both Ways Bars a 8" Ctrs. #4 Bars 0 8" Ctrs. 3'-6' Diameter _I 4'-O' Diameter .I REINFORCING SECTION REINFORCING SECTION 3'-6' DIA. STRUCTURE BOTTOM (SECTION AA) 4'-0' DIA. STRUCTURE BOTTOM (SECTION AA) TRANSVERSE SECTIONS FOR INLETS TYPES 1, 2, 3 & 4 21 o CURB INLET TOPS TYPES 1, 2, 3 & 4 N.T.S. CO i Concrete supportr INLETS TYPES I AND 3 INLETS TYPES 2 AND 4 SLAB REINFORCING GENERAL NOTES 1. The finished grade and slope of the inlet tops are to conform with the finished cross slope and grade of the proposed sidewalk and/or border. 2. When inlets are to be constructed on a curve, refer to the plans to determine the radius and, where necessary, modify the inlet details accordingly. Bendsteelwhen necessary. J. All steel In inlet top shall have 1J{ minimum cover unless otherwise shown. Inlet tops shall be either cast -In -place or precast concrete. 4. The rear wall portion of Inlet tops Types 1, 2, 3 & 4 may be construed with brick. Dowels to top slab required. 6. For supplemental details see Index No. 201. 5. Only round concrete support post will be acceptable. 7. These inlets are to be used with Curb and Gutter Types E and F. Locate outside of pedestraan crosswalk where practical. 6. For sturature bottoms see Index No. 200. 9. Inlet to be paid for under the contract unit price for Inlets (Curb) (Type-), Each. 9" 6' T' lOp #6 Top Bars 3J'#6 Bottom Bars 211'For 3'-6" Structure Bottom #7 Bottom Bars­,3p3^ /gJ'For 4'-O" Structure Bottom #6 Bars ® 9"I Ctrs., ✓r III I � ti V,_41�*4 Bars o 8" Ctrs. ice=' I DIMENSION & REINFORCING HALF SECTION TYPES A & E CURB (HALF SECTION AA) (TYPE E GUTTER SHOWN) DIMENSIONS & (XIANTITIES D X A B C E F G M N GRATE SIZES CONCRETE (Cu. Yds.) SODDING (Sq. Yds.) Single Pipe Double Pipe Triple Pipe Quad Pipe Standard Weight Pipe Extra Strong Pfpe Single Pipe Double Pipe Triple Pipe Quad Pipe Single Pipe Double Pipe Triple Pipe Quad Pipe l 2' -7' 2.27' 4.09 6.36' 4.03' 8' 1.W 4.63 72l' 9.79' I2.37' 1JW 0.76 1.16 1.54 1.94 8 /0 11 12 18" 2'-10' ,E36' 5./2 7.48' 5.03' 9' 1.41' T92' 7.75' 10.58' 13.42' 1.2P 0.85 1.28 1.7/ 2.17 9 /0 12 13 24' 1 3'-5' 2.53' 7.18' & 90' 7.03' 0 1l' 1.73' 5.50' 8.92' 12.33' 15.75' I.25 1.02 1.56 2.15 2.75 /0 12 13 /5 30" 4'-3' 2.70' 9.25' 1/.95' 9.03' 13' 2.00' 6.08' 10.33' 14.58' 18.83' 1.29 2 3' 1.23 1.98 2.74 3.50 /2 l4 15 17 36' 5'-r 2.87' IL3/'O A/W &03'0 15' 2.24' 6.67' //.75' /6.83' ?J.92' .33 2 3' 1.40 2.38 3.33 4.24 13 15 17 20 42' 6'- 3.05' 13.3T' 16.42' 13.03' O' 2.45' 7.25' 13.25' 19.25' 2&25' 1.38 2 3 /.60 2.83 4.04 5.26 14 O l9 22 6'-9° 3.W 15.43 18.6V 15.03' 0 265' .83' 14.58' 0.33' 28.08' 1.42 2 3 1.81 3.26 4.70 6.14 15 18 2I 24 7'-8" 3.39' lJ.49' 20.8B' 0.03' 2/' 2.83' 8.42' I6.08' 23.75' 31.42' 1.46' 3" 4' L03 3.78 5.54 7.28 it 20 23 27 8'-6' 3.56' 19.55' 23.11' 19.03' 23 3.00 9 00 17 50` 25.00 34.50' 1.50 3 4° 228 4.36 6.43 8.50 18 22 25 29 0 6.42' 0 6.25' Dimensions permitted to allow use of 8' standard pipe lengths. 010.40' O /0.10' Dimensions permitted to allow use of l2' standard pipe lengths o O Concrete slab shall be deepened to form bridge across crown of pipe. See section below. Sod l' Beveled Or Round Corners Construction Joints Permitted ~ Grate , Fastener Concrete Slab, 3a Thick, Reinforced With WWF 6x6-W1.4xW1.4 N TOP VIEW -SINGLE PIPE 1'or7as, Ye nt See D/leh of 6 yckllf/gn,j Tra4sltio �eto1/s A t. 3+ Q I ' Pipe Gro1`es Ste`` I&/ Saddle 2'1 Not Less Than D No Pipe Joint Permitted Unless Approved By The Engineer E Paid For As Pipe Culvert F (Pipe To Be included Under Unit Price For Mitered End Section) SECTION Construction Joints Permitted Ditch Grade 2' Sod �tI k -SId/_'__ _J Beveled Or Round Corners f� Grate Joints Permitted I Fastener ---I i Concrete Slab, 3' Thiok, Reinforced With Sod WWF 6x6-W1.4xW1.4 Z TOP VIEW -MULTIPLE PIPE Note: See Sheets 5 and 6 for details and general notes. *Slope: To k Plpe For Pipes 18" And Smaller 29 For Pipes 24' And Larger. r273` MITERED END SECTION - N.T.S. CAST IRON GRATE NOT Z; ON INLET TYPE D rz lrrrrrr.-.i.rr}. lr...a................ 17-......�-.al.-�.�-7-\ TYPE I Straight Bars 2,x Bonds 1J'x4' Approx. Weight ;., STEEL GRATE V PLAN 5,, SECTION TYPE Recommended Maximum Pipe Size: X-r Wall-24' Pipe 4'-1* Wall-36' Pipe p Eye Bolt See Index 201 _#4 Bars o 12, Ctrs. GENERAL NOTES I. 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 In areas subject to any heavy wheel loads. 2. Inlets subject to minlma/ debris should be constructed without slots. Where debris is a p problem inlets should be constructed with slots. Slotted Inlets located within roadway 4'-I" a) 3'-1' clear zones and In areas accessible to pedestrians shall have traversable slots. The traversable slot modification Is not adaptable to inlet Type H. Shots may be constructed at either or bath ends as shown on plans. su 8' J. Steel grates are to be used on all inlets where bloycle traffic is anticipated. Steel grates are to be used on all Inlets with traversable slots. Either oast Iron or steel grates may be o used an inlets without slots where bicycle traffic is not anticipated. Either cast iron or steel grates may be used on all inlets with non -traversable slots. Subject to the selection m described above, when Alternate G grate Is specified in the plans, either the steel grate, hot dipped galvanized after fabrication, or the cast iron grate may be used, unless the j plans stipulate the particular type. U 8" c i 8' 3'-6' 4. Recommended maximum pipe sizes shown are for concrete pipe. Pipe sizes larger than 8` those recommended must be checked for fit. Unless Otherwise °3 Unless Otherwise Shown On Plans Shown On Plans 5. All exposed corners and edges of concrete are to be chamfered a 6. Pavement to be used on inlets without slots and Inlets with non -traversable slots only when called for In the plans; but required on all traversable slot Inlets. Cost to be NOTE: Alt. B Structure Bottom Only. See Detail No. ZW included in contract unit price for inlets. Quantlties shown are for information only. STRUCTURE BOTTOM FOR /N�� ® 7 Traversable slots constructed in existing inlets shall be paid for as Inlets partial, and shall Inah de the cost for slot openings, paving and any required replacement grates. 8. Sodding to be used on all Inlets not located in paved areas and paid for under contract unit price for SoaWng SY. 9. For supplementary details see Detail No. 201. /'232D'\F,DM.T. WPE D ENLET N.T.S. Anchor Bolos With 2-2'x9x4' Sldewaik Stakas Per &ia. op-0 - Apron Ditch ❑ . _ _ Ditch ���I���Igllullll�IIIII�lllll�� Curb &Gutter ���^�u���Il����� Curb &Gutter PARTIAL INLET COMPLETED INLET DITCH BOTTOM INLET PROTECTION AROUND INLETS DP SIMILAR STRUCTURES Post (Options: 2 x 4" Or I I Optional Post Position * Principle Post Position ,Rf Min. Did. Wood. Steel _ (Canted Toward Flow) L33 Lbs/Ft. Min.) I Filter Fabric (In 8 L 6 Max. Conformance With Sea. 945 FDOT Spy.) _ .. Filter Fabric �ilt Flow ELEVATION SECTION Note: Sl/t Fence to be paid for under the contract unit price for Stoked $ilt Fence (LF). TYPE X SILT FENCE _I4&I _ ,, , Type .III Silt Fence Protection Around Ditch Bottom Inlets. Do not deploy in a manner that silt fences will act as a dam across permanent flowing watercourses. Silt fences are to be used at upland locations and turbidity barriers used at permanent bodies of water. ,SILT FENCE APPLICATIONS --� j Silt Flow Note: Spacing for Type .III Fence to be in accordance with Chart Z Sheet l of 3 and ditch Installations at drainage structures Sheet 2 of 3. Type X Silt Fence 102 > BALED HAY OR STRAP' BARRIERS AND SELT FENCES �yaas0 aaaaeoam.,aae�s�ana.�ais l.M1N„@i:OB®�li1B lR.i1f� I N-T.S. PROPERTY LINE - VARIES 25' 12'MIN. I EXAMPLE (VARIES) R/W 25'R. MAX DRIVEWAY APRON CURB & GUTTER �- 12' MIN. -►, g' (VARIES) MIN. VARIES 90? 4'MIN. 4' MIN. NOTES: FLARE CURB & GUTTER 1. PROPERTY LINE IS PROJECTED PERPENDICULAR TO STREET C/L CITY OF OCOEE UTILITIES DEPARTMENT OR PERPENDICULAR TO A TANGENT IF CURVILINEAR. TYPICAL LOCATIONS 2. DRIVE APPROACH AND SIDEWALK SINGLE FAMILY THROUGH DRIVE SHALL BE 6"THICK WITH 6% 6% 10 WIRE MESH RESIDENTIAL DRIVES DATE: DWG. FIG. OCT.,91 KOVACS FIG 600 STREET' CURB & GUTTER-, NOTES: (D- CONCRETE TO BE 2500 PSI a- APPROACH & SIDEWALK IN DRIVE TO BE 6" THICK W/ WIRE MESH OR FIBER MESH. 0- 1 x 4 USED AT EXPANSION JOINTS TO BE PRESSURE TREATED. 4- ALL WOOD STAKES USED IN FORM WORK TO HAVE 2" OR MORE MORE OF CONCRETE COVER. (5)- SIDEWALK TO BE JOINTED AT INCREMENTS TO EQUAL SIDEWALK WIDTH. NOT REQUIRED IN DRIVE. A 1 � co 00 '6-14 M a. w �i o 0 MIN 0 1= Z O oW 1� t\ a ® o 00 N Q7 Q Z O LL NON L4j® �- y 4 Q M4J W � CIM 0 0 W - O z � oC W 9L ® IC 0 U. OC IDS S = s O o o V I' r r I� DRAWN: ET CHECKED: TT DATE: OCTOBER 2003 SCALE: NONE CAD NAME: DRAINAGE DETAILS JOB #: 11004 SHEET #: OF 9 3HEET3 10 TROWEL -FINISHED CORPORATION CURB STOP CORPORATION U-BRANCH THICK CONC PAD CONCRETE BENCHING STOP (1" MIN.) (SEE NOTE 3) STOP (1" MIN.) FITTING TYP. EACH VALVE BOX. (1" x /4" RAISED 1-1/2" LETTERS 3" DIA. BRONZE DISC CONCRETE BASE SEE MANHOLE MARK WITH x 3/4' / RAISED 1-1 2" LETTERS WOOD PAINTED SET TOP OF VALVE BOX FLUSH WITH TOP OF COVER / ANCHORED IN CONC. PAD #4 BARS ALL 3" DIA. BRONZE soo �o CONNECTION cw BLUE & WITH CURB STOP TO FINISHED GRADE FLUSH WITH TOP OF COVER STAMP AS R Q'D (SEE NOTE 1E} AROUND DISC ANCHORED IN z LOT NUMBERScw CONC. PAD STAMP < < 2 EA. 6" REINFORCED CONCRETE • o o FINISHED GRADE COLLAR IN UNPAVED AREA OF SIZE OF VALVE AS REQ D. TYPE OF VALVE 5 F 0 F SERVICE w TIER : ' ' ` I- w .:�/j \ DIRECTION & N0. - / /T SANITARY SANITARY OF TURNS TO •41' � •' '� • ' • N.. POLYETHYLENE POLYETHYLENE �//� ��/� • OPEN WATER MANHOLE FRAME &COVER TUBING (1' MIN.) TUBING (1" MIN.) ADJUSTABLE CAST IRON °,°•: • .: ,, (SEE STANDARD DETAIL) { . SET COVERS FLUSH IN VALVE BOX VALVE BOX • ' ; , : , N PAVED AREAS & AT FRAMES BEDDED IN MORTAR SINGLE METER BOX DOUBLE METER BOX SEE NOTE 1 - AND COVER '•�e ', �•. N a'' ,;� ELEVATIIONS SHOWN IN AND WATER METER AND WATER METER CO D P (TYP.) : .•.e.. UNPAVED AREAS. 2 COURSES OF ORICK MIN. (BY CITY BOX SHALL REST ON FLORIDP R1 ' . , .:• �\ ) (BY CITY) F ° : ` • •'•• 4 COURSES(MAX.)BEDDING ROCK NOT 2 -NON PENETRATING 2500 P.S.I. „ V-6" MIN. w SINGLE SERVICE DOUBLE SERVICE M.J. PLUG VALVE ON VALVE OR PIPE PICK HOLES 2 -NON PENETRATING CONCRETE MIN. 1 ANCHORS 3 -0 MAx. 5" 2'-0" a WASTEWATER AND SHALL BE PICK HOLES > INSIDE WALL OUTSIDE WALL CORPORATION STOP CENTERED ON p PRE -PRIMED FORCE MAIN EPDXY COAL TAR COATINGS N c, JOINT SURFACES & FITTING ° °•°°°• OPERATING NUT UNIMPROVED CONDITION PER SPECIFICATIONS 4'-0" 5" MIN.¢ (NORMALLY OPEN) °° "° PRE -PRIMED PRE -MOLDED o.o o.o LAN TOP FLUSH WITH JOINT SURFACES PLASTIC WITH AWWA TYPE SEALER PROTECTIVE -� °° °°o, LAN FINISHED GRADE cq Tn WRAPPER CC THREADS °°°• °`°•° BENCHING PER SPECIFICATIONS D o Ld (WRAPPER TO TO METER BOX 9» ASPHALT SURFACE 1„ Q 8E REMOVED) ASSEMBLY ° ° MACHINED °°.o°°. ° o•o o. o.° o.o°°.° °.° ob 23-3/4' REINFORCEMENT AND JOINT MIN > SQUEEZE -OUT SADDLE ; o° °O b° °O o° o p, o bo `O • o °o • o °o . o o. MATING MACHINED DETAIL TO BE DESIGNED BY COMPLETED ° °•O o'O °°°°o'O o°o vo'a•o�o ao'o oo°o• THE ENGINEER AND JaNrwRH goo•°ao•o.o oe° 000 000 00 °000 0 0.0° 00 oe 000 00 0 ° l� POLYETHYLENE SURFACES MATING SURFACES APPROVED BY THE IN. SQUEEZE -OUT 45 DEG TUBING ! ° ° °°°.°°°.°°°.° Q,°,°.°,°.°°e•°°°,°° CITY - . APPRO •�- 8 M 9„ s" t 30 --BASErA � - 6" BEDDING ROCK rA 6�� -1/4" i� 24"+ -3 8" - BEDDING ROCK 2" MIN. �--- 22-1 /4" ---� �_ / / ! 1 1 /2"MIN. WATER MAIN LAST IN - PRECAST MONOLITHIC 4" x 4" x 18" LONG CONCRETE BASE. BASE --� �-- 2-7/8"--4-4-3/4" MIN. VALVE BOX (MIN.) PRECAST POST NOTES: AND COVER WITH 3 DIAMETER 1-ALL ALL FITTINGS SHALL BE BRASS WITH COMPRESSION/PACK JOINT (TYP.) BRONZE DISC SET IN TYPE CONNECTIONS. ELEVATION ELEVATION NOTES: GROUT AS SHOWN 2. NO SERVICE LINE SHALL TERMINATE UNDER A DRIVEWAY. IMPROVED CONDTITION ABOVE. 1. MANHOLE SHOWN IS FOR SEWER SIZE 8" THRU 24", SEE SECTION 20.4.3 OF THE NOTES: MANUAL FOR MANHOLE DIAMETER FOR SEWERS LARGER THAN 24". 3. EACH SERVICE SHALL TERMINATE AT A CURB STOP(S) WHICH 1. PVC EXTENSIONS SHALL NOT BE USED ON VALVE BOX INSTALLATION. NOTES: 2. DROP CONNECTIONS ARE REQUIRED WHENEVER INVERT OF INFLUENT SEWER IS SHALL BE EXPOSED APPROXIMATELY 3' ABOVE FINAL GRADE AND 24" OR MORE ABOVE THE INVERT OF THE MANHOLE. SEE MANHOLE THE ACTUATING NUT FOR DEEPER VALVES SHALL BE EXTENDED TO 1. BRONZE IDENTIFICATION DISC SHALL BE REQUIRED FOR ALL VALVES 16" AND CONNECTION DETAILS. TIED TO A 2" x 4" x 4" STAKE WITH THE TOP PAINTED BLUE AND COME UP TO 4 FOOT DEPTH BELOW FINISHED GRADE. LARGER, OR AS REQUIRED BY THE CITY FOR CRITICAL OFFSITE VALVES. 3. APPROVED CONCENTRIC CONE DESIGN MAY BE USED AS AN ALTERNATIVE. MARKED WITH THE NUMBER OF THE LOT(S) TO BE SERVED. 2. VALVE COLLAR DIMENSIONS MAY BE REDUCED TO IDENTIFICATION x 18" x 6" WHEN CITY OF OCOEE URUnEs DEPARTMENT CITY of OCOEE UnUnEs DEPARTMENT CITY of OCOEE UnUnES DEPARTMENT CITY OF O� UnUMES DEPARTMENT CITY OF OCOEE UTIUMES DEPARTMENT CITY OF OCOEE U71Un THE BRONZE IDENTIFICATION DISC IS NOT REQUIRED. ES DEPARTMENT PRECAST CONCRETE MANHOLE WATER SERVICE CONNECTION DETAILS PLUG VALVE AND BOX DETAIL OPTIONAL MANHOLE OPTIONAL MANHOLE VALVE COLLAR DETAIL PLAN AND SECTION FRAME AND COVER FRAME AND COVER REVISED, AUG.,1995 (USF 420 TYP.) (USF 420 TYP. ' DATE, 3/17/99 DWG' VALCOL FIG- 107 DATE- AUG. 1990 DWG, MHPS FIG, 200 DATE, AUG. 1990 DWG` SERVCONN FIG, 405 DATE: DWG FIG: ) JAN. 1990 PVBOX 203 DATE JAN. 1990 DWG' MHFRAME FIG. 202 DATE, DWG, FIGr TRENCH WIDTH VARIES JAN. 1990 MHFRAME 2o2A CROWN TRENCH IN W/ SIZE OF PIPE CROWN TRENCH IN VARIES VARIES TEE UNIMPROVED AREAS TRENCH WIDTH VARIES �- UNIMPROVED AREAS TRENCH (3 MIN.) (SEE TYPE B W/ SIZE OF PIPE 3 MIN.) LOT LINE WYE WITH J \ LIMITS SET TOP OF VALVE BOX PRECAST BEDDING AND TRENCHING FINISHED GRADE SEE NOTE 8) N 6' BRANCH SEWER MAIN zl'///\\ \��`� TO FINISHED GRADE MANHOLE _ w ° SIZE VARIES CLEAN -OUT /\\ \ /`\' CONCRETE COLLAR DETAIL FOR OTHER � - �\ \j WALL RESTORATION.) ' • � •• FINISHED GRADE ' .. � ' . � . � � � w � 6' 45 � \/; INFLUENT SEWER j\\ v) o BEND (TYP.) SEE NOTE 3 / z WYE WITH #4 BARS ALL AROUND FINISHED GRADE I UNPAVED PEAS ( ) //�\ /\//� 6 BRANCH SEE NOTE 1 m (MIN. 2" CLEARANCE SEE DETAILS CONCRETE ENCASEMENT AROUND PIPE.) aOF VERTICAL PIPE CLEAN OUT REMOVABLE 6" 450 WYE WITH %6" MIN. (TYP.) / SEE NOTE 1 PLUG BEND 6 BRANCH A'° ` --- \ DROP PIPE \ /\ ¢¢ � w INLET CONNECTION ( ) SEE NOTE 1 //�/ ¢ >/ ' •: . . ' . /\ m o z LOT TIE RODS INCLUDING AS REQUIRED 90° BEND �/� �/� >c °� o -I LINE NUTS AND WASHERS �• :' . \\\ v w ¢ (SEE SCHEDULE BELOW) ADJUSTABLE CAST IRON f--- 2" �% /% Ln z w /�, .. ..'SEE NOTE 4 :.'//,//�,• z: vw) M DOUBLE 4" x 4" x 1/2" SEE NOTE 2 VALVE BOX ::• . SEE NOTE 4 ui c \ T� N WYE BEARING PLATE �- COMMON FILL `r \ i- MECHANICAL COMMON FILL \. P- /\ * PIPE O.D. /� (TYP.) --� �-C (6" MIN.) JOINTS O:D. // / / _, \\/\ - PLAN #4 BARS BOX SHALL REST ON PRECAST /A \ \ \ N = MESJLI GATE EAT BEDDING ROCK NOT STANDARD DROP DETAIL MANHOLE / / //� VALVE ON VALVE OR PIPE /\ j� - / �/\ � , - " \ FINISHED GRADE -- WALL _ c� / AND SHALL BE TRANSITE COLLAR ENCASED 12" (TYP.) yam/ - /�//� 12" (TYP.) /\ ' - • /\� COMMON z \ SELECT o w SLOPE TO ��\\/ /\ WATER CENTERED ON IN NON -SHRINK GROUT m .. /\� COMMON o o TERMINAL I. UNDISTURBED \�/ MAIN OPERATING NUT SELECT COMMON � FILL L,LJ o j//`\ ' //\ FILL m z :` DEPTH AT :. EARTH :/\\j�j \/\\j\\j\\j\/\/ , ° ° ° FLUSH WITH MANHOLE WALL PVC OR DIP UNDISTURBED ° /�/� /-,/-�/�/��/�, SEE NOTE 2 /� o "o o w z \ 1.0% MIN. '° °'° ° ( ) FILL ��// OooOo 0 w w i Li1 w ENCASE TIE RODS D (4'-0" MIN.) -SEE TRENCH DETAILS a °o •o ^o 00 / 00 °opo // a w EARTH / (TYP.) ° °° °° °° ° BEDDING ROCK Oo o \ /\ � � .._„_,• IN 1-1 2" PVC SLEEVE FOR PIPE BEDDING >`/ (SEE NOTE 3) /\ /\\ - / 3" COVER REQUIREMENTS ° PIPE BEDDING (SEE NOTE 8 & 9) ��/ ���/ ��/ ��\\\\ \\ \\ \\ \\ \ \\ ROTATE °��o°o UNDISTURBED EARTH //, //, //, //, //, //, //,1/ /, ° SPRING LINE TERMINAL DEPTH 30 (TYP.) NOTES: NOTES: 1. PIPE BEDDING: SELECT COMMON FILL COMPACTED TO 95% OF THE AS REQUIRED FOR (SEE NOTE 3) SEWER MAIN HOUSE' SERVICE 1. PIPE BEDDING: SELECT COMMON FILL COMPACTED TO 95% OF THE MAXIMUM DENSITY AS PER AASHTO T-180. (3' MIN.)(TYP.) MAXIMUM DENSITY AS PER AASHTO T-180. 2. TRENCH BACKFILL: COMMON FILL COMPACTED TO 95% OF THE MAXIMUM DENSITY AS PER AASHTO T-180. SINGLE DOUBLE NOTES: 2. TRENCH BACKFILL: COMMON FILL COMPACTED TO 95% OF THE MAXIMUM DENSITY AS PER AASHTO T-180. 3. PIPE BEDDING UTILIZING SELECT COMMON FILL OR BEDDING ROCK IN LATERAL LATERAL 1. ADDITIONAL REINFORCEMENTS SHALL 3. USE TYPE A BEDDING TO BE DETERMINED IN THE FIELD AS DIRECTED ACCORDANCE WITH TYPE A BEDDING AND TRENCHING DETAIL MAY BE REQUIRED AS DIRECTED BY THE CITY. BE AS SPECIFIED BY THE ENGINEER. 2. MINIMUM COMPRESSIVE STRENGTH BY THE CITY. 4. (*): 15" MAX. FOR PIPE DIAMETER LESS THAN 24", AND 24" MAX. PIPE 4. (*): 15" MAX. FOR PIPE DIAMETER LESS THAN 24", AND 24" MAX. PROFILE FOR CONCRETE SHALL BE 2500 PSI. FOR PIPE DIAMETER AND LARGER. FOR PIPE DIAMETER 24" AND LARGER. 3. BEDDING, BACKFILL, AND COMPACTION 5. WATER SHALL NOT BE PERMITTED IN THE TRENCH DURING CONSTRUCTION. 5. WATER SHALL NOT BE PERMITTED IN THE TRENCH DURING CONSTRUCTION. SHALL BE AS SPECIFIED ELSEWHERE 6. ALL PIPE TO BE INSTALLED WITH BELL FACING UPSTREAM TO THE 6. ALL PIPE TO BE INSTALLED WITH BELL FACING UPSTREAM TO THE NOTES: IN THE STANDARD DRAWINGS. DIRECTION THE FLOW.CTION DIRECTION OF THE FLOW. 1. CLEAN -OUT (SHOWN SHADED) SHALL BE INSTALLED BY THE BUILDER 4. ALL FORM BOARDS SHALL BE REMOVED 7. REFER TO SE SE 32.5 OF THE MANUAL FOR SHEETING AND BRACING 7. REFER TO SECTION 32.5 OF THE MANUAL FOR SHEETING AND BRACING IN ACCORDANCE WITH STANDARD PLUMBING CODE. PRIOR TO BACKFILL. IN EXCAVATIONS. 8. GRAVITY SEWERS IN EXCAVATIONS. 8. FINAL RESTORATION IN IMPROVED AREAS SHALL BE IN COMPLIANCE WITH 2. LOCATE SINGLE LATERAL AS CLOSE TO LOT LINE AS POSSIBLE, 25' 5. NO ALLOWANCE SHALL BE MADE FOR SHALL UTILIZE TYPE A BEDDING, IF REQUIRED BY THE CITY. BEDDING DEPTH SHALL BE 4" ALL APPLICABLE REGULATIONS OF GOVERNING AGENCIES. SURFACE MAXIMUM. 3. INVERT OF SERVICE LATERAL SHALL NOT ENTER SEWER MAIN FRICTION BETWEEN THE PIPE WALL MINIMUM FOR PIPE DIAMETER LESS THAN RESTORATION WITHIN CITY OF OCOEE RIGHT-OF-WAY SHALL COMPLY WITH BELOW SPRING LINE. AND THE THRUST COLLAR. 11 REQUIREMENT OF RIGHT-OF-WAY 6. DESIGN PRESSURE: P S I °.o o.o °o.o°o,000•o°o• PRECAST °^°.°^ 0 °o. °o. °o MANHOLE ^°. ^°. °°. WALL °° °° ° SPECIAL DETAIL FOR 24" DIAMETER 6" BEDDING ROCK STAINLESS STEEL o PVC OR PIPE AND LARGER BAND DIP STAINLESS STEEL PIPE CLAMP RESILIENT CONNECTOR STANDARD PRECAST MANHOLE NOTES: PIPE CONNECTION 1. PVC EXTENSIONS SHALL NOT BE USED ON VALVE BOX INSTALLATION. NOTES: 2. THE ACTUATING NUT FOR DEEPER VALVES SHALL BE EXTENDED TO 1. DROP PIPE AND FITTINGS SHALL BE OF EQUAL SIZE AND MA TERIAL AS COME UP TO 2 FOOT DEPTH BELOW FINISHED GRADE. THE INFLUENT SEWER. _ 2. THE CITY MAY APPROVE ALTERNATE WATER TIGHT CONNECTION DETAILS 15 , AND 6 MINIMUM FOR PIPE UTILIZATION REGULATIONS AND - FOR CONNECTION OF 24" DIAMETER PIPES AND LARGER. DIAMETER 16" AND LARGER. CITY OF OCOEE UTIUTIES DEPARTMENT CITY OF OCOEE U7UIIES DEPARTMENT CITY OF OCOEE U71UTIES DEPARTMENT CITY OF Q UTUnES DEPARTMENT 3. AN OUTSIDE DROP CONNECTION SHALL ROAD CONSTRUCTION SPECIFICATIONS. CITY OF OCOEE U71UnES DEPARTMENT 9. DEPTH FOR REMOVAL OF UNSUITABLE CITY OF OCOEE UnUTiES DEPARTMENT BE REQUIRED FOR ALL INFLUENT MATERIAL SHALL GOVERN DEPTH OF TYPE A BEDDING TYPE B BEDDING LINES WHICH HAVE AN INVERT 2' OR BEDDING ROCK BELOW THE PIPE. MORE ABOVE THE MANHOLE INVERT. CITY SHALL DETERMINE IN THE AND TRENCHING DETAIL AND TRENCHING DETAIL SERVICE LATERAL DETAIL WATER MAIN FIELD REQUIRED REMOVAL OF THRUST COLLAR DETAIL GATE VALVE AND BOX DETAIL MANHOLE CONNECTION DETAILS UNSUITABLE MATERIAL TO REACH DATE, DWG, BBEDD FIG, 100 DATE DWG FIG DATE: AUG. 1990 WWLAT 204 DWG' COLLAR FIG 105 DATE DWG FIG+ AUG. 1990 GVBOX 400 DATE DWG. FIG. MHCON 201 MINIMUM LENGTH (FT) TO BE RESTRAINED ON EACH SIDE OF FITTING(S). * DOUBLE SINGLE HYDRANT OPERATING NUT LOTS (TYP.) SERVICE (TYP.) SERVICE (TYP.) HOSE NOZZLE , AREA FOR PIPE SIZE ° AS REQ D. UNDISTURBED PLUG AREA FOR METALLIC LOCATING WIRE EARLY WARNING TAPE - - - 24 SQUARE QR SOIL (TYP.) ROUND AND 6 THICK /TEE BACKFLOW PREVENTER FINISHED GRADE REINFORCED CONCRETE PROPERTY PUMPER NOZZLE 6" 8" 10' 12' LINE (TYP.) -- SHEAR PAD. SEE FACING STREET' wooD IN ACCORDANCE WITH / / / / / / / NOTE 1 EDGE OF BLOCKING ING PLANS APPROVED BY `�\j \\\�\�\' -VALVE COLLAR TRENCH 90° BEND 25' 32' 39' 45' 2 - #4 AT 9" z (SEE DETAIL) (TYP.) A AREA FOR 45° BEND 10' 13' 16' 19, GATE VALVE THE CITY \\//\ j\\� I O.C. I PLUG 22-1 2 BEND TEST COCK (T)P.) GATE VALVE j ® \/ 1 MAX. AROUND E/7 0 / 5' 6' 8' 9' � CROSS W/PLUG CROSS W/ •;,s.° .•.;.::. •:. ,;, ; TWO PLUGS TEE TEE W PLUG THREADED UNION j\ /� / ( ( 11-1/40 BEND 2' 3' 4' 4' NIPPLE (TYP.) (2 REQUIRED) WATER MAIN / PVC WATER MAIN COMPACTED PLUG OR BRANC 90' BEND j\ /� OR FORCE MAIN 6" MINIMUM BACKFILL _w WOOD FORM BOARDS BEHIND / I SEE NOTE 2 A a VARIES ANCHORING HYDRANT BELL SHALL NOT INTERFERE \ AREA FOR OF TEE � ¢ (2 REQUIRED) .\\/\\/\\/\\/\\/\\\�i x CO JOINT T B AREA FOR cv m 1 _.._ i „ A BLOCK (TYP.) B/Z \ 45 BEND \ \ TEE FINAL GRADE METALLIC LOCATING WIRE NOTES: 1" MAX. ,�- 1. FITTINGS SHALL BE RESTRAINED JOINTS UNLESS OTHERWISE ,\ EDGE of AREA FOR INDICATED. 18" DIAMETER BY 6" ° TRENCH PLUG \ o"o•°. ° o•o o•o °. .° (TYP. \ /. p°O Po °O.O°O•o°O•°°°•o°o. oo.o .000 ) 2. INSTALL FULL LENGTH JOINTS WITH TOTAL LENGTH EQUAL TO OR 18" x 18" x 6" _ _ I °°•°°°•°°°•°°°•°°°•°°°•o°°•o' °°•°°o• !� TEE W/ OR GREATER THAN SHOWN IN THE TABLE. FROM CONCRETE COLLARWITH 4 BAR ALL TO 4" WATER REDUCER END PLUG 3. WHERE TWO OR MORE FITTINGS ARE TOGETHER, USE FITTING MAIN AROUND (2 REQ'D.) SERVICE BENDS WHICH YIELDS GREATEST LENGTH OF RESTRAINED PIPE./\/\/\/\/\/\/\/\/\/\/\/\/\/\/� MAIN (MIN.) 6" FIRE ( 6" BEDDING ROCK i\\\\\/\\\\\\/i\\/\\/i\\/i\\/i\\/�\\ HYDRANT FITTINGS AS RESILIENT SEAT GATE 4. IN LINE VALVES AND THROUGH RUN OF TEES OUTSIDE LIMITS ASSEMBLY OFFSET (CIS REQ'D) OF RESTRAINED JOINTS FROM OTHER FITTINGS NEED NOT BE REQUIRED (TYP.) (SEE NOTE 1 STANDARD INSTALLATION VALVE AND BOX EDGE OF CROSSCUT \ RESTRAINED UNLESS OTHERWISE INDICATED. (SEE DETAIL) UNDISTURBED 5. LENGTHS SHOWN IN THE TABLE HAVE BEEN CALCULATED IN - solL (TYP.) RIGHT OF WAY ACCORDANCE WITH THE PROCEDURE OUTLINED IN "THRUST LINE TRENCH WIDTH NOTES: THRUST RESTRAINT DESIGN FOR DUCTILE IRON PIPE" AS PUBLISHED �� NOTES: CURB 1.THE DEVELOPER MAY THRUS elocK BY DIPRA, WITH THE FOLLOWING ASSUMPTIONS: 1 N- i1E S fTlS M - 1. PVC PIPE SHALL REQUIRE INSULATED METALLIC LOCATING WIRE WATER MAIN INSTALL THE SHEAR PAD FITTING MIN AREA � Q.B CK NOTES: ?F#IEADE'D 9q#DUE 40 GAI.YAMZED S'tm. OR BRASS. WORKING PRESSURE: _ - P.S.I.* (14 GAUGE COPPER) CAPABLE OF DETECTION BY A CABLE LOCATOR 2' (TYP.) „ coNCRETE 1. THRUST BLOCK BEARING AREAS SHALL BE POURED AGAINST SOIL DESIGNATION: ---- * 2. AND SHALL BE BURIED DIRECTLY ABOVE THE CENTERLINE OF THE PIPE. RECESSED UP TO 4 THRUST BLOCK UNDISTURBED MATERIAL. WHERE TRENCH WALL HAS BEEN BELOW FINISHED GRADE DISTURBED, EXCAVATE All LOOSE MATERIAL AND EXTEND 00 ,coo • o "o . o TYPICAL SEC11ON TO UNDISTURBED MATERIAL. LAYING CONDITIONS: _ * LOCATING WIRE SHALL TERMINATE AT THE TOP OF EACH VALVE BOX ° °o°°°.°;°�°•o •o-°• AND SOD THE RECESSED 2. EXTEND THRUST BLOCK FULL LENGTH OF FIRINGS. ---- 3. AND BE CAPABLE OF EXTENDING 12" ABOVE TOP OF BOX IN SUCH A SIDEWALK (TYP.) °o • o o ' °° ° • ° °° • ° °° • ° ° JOINTS SHALL NOT BE COVERED BY THRUST BLOCKS. 0 00 000 o • o °o SECTION. FITTINGS SHALL BE PROTECTED 8Y POLYETHYLENE FILM MANNER SO AS NOT TO INTERFERE WITH VALVE OPERATION. 'og 6. FOR PIPE ENCASED IN POLYETHYLENE, USE VALUES GIVEN IN RIGHT OF WAY LINE MANNER °<°;aao�8.oe8 SCHEDULE OF DIMENSIONS AND MATERIALS PIPE SIZE DIMENSIONS TIE RODS REQ'D (INCHES) A B C D DIA. NOTETHRUST BLOCK AREAS TO BE COMPUTED ON BASIS OF LBS. PER SO. FT. SOIL RESTRAINT (1,500 NIN) BEAR NG. SEE NOff 5 • TO BE COMPLETED BY ENGINEER. PARENTHESES OR INCREASE THE GIVEN VALUE BY A FACTOR USE DUCT TAPE AS NECESSARY TO HOLD WIRE DIRECTLY ON THE ;:°° °;'tee o••°°"o c 2.CLEARANCE BETWEEN OF 1.5.,moo.°�°.° TOP OF THE PIPE. � °•^ �' .°-°.° oo°°°•°°°•°° BOTTOM OF BOLTS AND °'°° °• ° ° 4. EARLY WARNING TAPE IS REQUIRED IN ADDITION TO LOCATING NOTES: °o . ° °o • o °° . ° °°, ° TOP OF SHEAR PAD * TO BE COMPLETED BY THE ENGINEER. IRE AT DIRECTION OF CITY. 1. ANCHORING TYPE 90° BEND SHALL ONLY BE USED WHERE RIGHT-OF-WAY .°°_.°°°.° „ �.°o°.°'o.°°o. °•°"°•° ° •°-°•°-°•o-°• SHALL BE 6 MINIMUM. CONSTRICTIONS WILL NOT ALLOW INSTALLATION OF A STRAIGHT ASSEMBLY. CITY OF OCOEE UnunES DEPARTMENT CITY OF OCOEE UTIUMES DEPARTMENT CITY OF OCOEE UTUTM DEPARTMENT CITY OF 000EE UTUnES DEPARTMENT RESTRAINED PIPE TABLE. CITY OF OCOEE UTILITIES DEPARTMENT REDUCED PRESSURE PVC PIPE SECTION A -A BACKFLOW PREVENTER LOCATING WIRE DETAIL WATER SERVICE LOCATION DETAIL FIRE HYDRANT ASSEMBLY DETAIL DATE, AUG. 1990 DWG PIPIETAB FIG, 104 (8 MIL.) PRIOR TO PLACING CONCRETE THRUST BLOCK. 3. ROUGH BLOCKING FORMS SHALL BE USED ALONG SIDES OF THRUST BLOCKS, AS REQUIRED. 4. THRUST BLOCKS SHALL BE USED IN COMBINATION, AS REQUIRED, TO SUITE THE SPECIFIC FITTING ARRANGEMENT. 5. ALTERNATE DESIGNED RESTRAINING SYSTEMS SHALL BE PROVIDED WHERE STANDARD THRUST BLOCKING IS NOT SUITABLE AND/OR SOIL RESISTANCE BEARING IS LESS THAN 1500 PSF. 6. ALL WOOD BLOCKING SHALL BE PRESSURE TREATED WITH PRESERVATIVE. CITY OF OCOEE UTILRIES DEPARTMENT THRUST BLOCK DETAIL DATE- AUG. 1990 DWG' BPSS FIG, 501 DATE 3/17/99 DWG' INSTALL FIG' 108 DATE: AUG. 1990 DWG, SERVDEAD FIG` 404 i I JDATE,3/17/99 DWG' FH FIG1 402 FlG 103 PIPE SIZE (IFK:HES) So DING (SO FT) 45 BEND (SO 22-1/2 SEND (So ii-I/4 BEND (So TEE & PLUG (SG Fr) DESIGN PRESS (PSI) 6 0 12 NO>E T"n.L LSS. R. SOLR MIIK N6t5 N BE CIWM ON alw OF PER RESIRMR E1500 YN1 flNAF. 3EEEE tpiE 5 • TO BE COMPLETED BY ENGINEER 00 07° o ® v� C= M to L4 ' z l Ld n: z" w c o � U �V Z t7 00000 NO Z • LU ap o 0 L4-j M Qz 1- go _Z ® _ r cD _>' 0 ®® �° 00 d- ®® � v � W J CC 0 7 W w to oc 116 is r_ ® IL lic w ul Z INC ffic V' O V DRAWN: ET CHECKED: TT DATE: OCTOBER 2003 SCALE: NTS CAD NAME: UTILITY DETAILS JOB #: 11004 SHEET #: OF 9 SHEETS LEGEND DENOTES AREA TO BE CLEARED • 1. IN ORDER TO ENSURE 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 AND THE ENGINEER PRIOR TO ANY TREE REMOVAL. NO CLEARING PERMITS WILL BE ISSUED FOR SITE WORK OR BUILDING CONSTRUCTION UNTIL ALL TREES TO BE PRESERVED HAVE BEEN CLEARLY MARKED WITH TREE PROTECTION BARRIERS. 2. ALL TREES TO BE PRESERVED SHALL BE CLEARLY MARKED WITH TREE PROTECTION BARRIERS PRIOR TO ANY CLEARING OR CONSTRUCTION. SEE TREE PROTECTION DETAIL SHOWN ON SHEET 6 OF 9. 8"PVC STORM MANHOLE N. RIM--168.90 I SANITARY SERERNV.=157.49 MANHOLE �} 52"CMP N. RIM=168.90 Ih1V.=157.49 169. p� TAX PARCEL 013 I I (Not Platted) 1,9 % ASPHALT t{ I DRIVEWOOD POWER - ( III �_ ✓ II t I t 5 CONC S/W -- POLE I � � TELEPHONE RISER r— a 10' WALL, LANDSCAPE I III I AND SIGN EASEMENT CONCDRIRETE 1 } z °. i a I I I ! 6 BRICK WALL MN C. MAY BOX 2c PLANTER LOT 62 131 1, i 1 i R-1 SINGLE FAMILY RESIDENTIAL SANITARY SEWER MANHOLE �. R� � r -168.9., ;J.d.S.1NV.—_, 5 ..3 W.W.=158.85 ®SITE BENCHMARK #1 L•E'fAi'fvPl 158.95 NORTH RIM, OF SAN17'ARY SEWER MANHOLE GRAPHIC SCALE 30 0 15 30 60 ( IN FEET ) 1 inch = 30 ft. TREE_ ABBREVIATIONS CA. DENOTES CAMPHOR 0. DENOTES OAK WC. DENOTES WILD CHERRY. TREE SIZES ARE SHOWN IN INCHES. �'jlI-�'168`!� ' • v,,�• CO9 \ I � � � I SITE BENCHMARK #2 LEVAION 167.81 TkP OF 4" X 4' C.M (NO#) LO METER Z l I II I I I I o FIRE HYDP,A1lT 4' CONC S/W \� �p. '�� �G. 1$ ti G• CCNC. STREET ---1 [ � LIGHT' P. i I, �O' 0 G%A TAX PARCEL 071 R-3 (Not Platted) DTI Augo. ­ _ _� �•__ N 89m33'16"E 590.40' O• �O• ,y0• •�G• <'�•, � F SSG _ ...... ...... _ _..... .._ ...... _.._ ... _ _. - - ....... - -.._ _ _ ._ ... o I� �G 1 I O' 4 �5 �G �� pP p �0 a o• i r ti r �m I � � I r t VALVE '1 II y .AT•R� - V _- t f r V` i l 1 t.. _ II t r � I � s u "J r CURB } 1 r a V x i r r.+ C t r x f t. 9 6.0 ./ .._. ..... _ .... -.max.. t ..... ._ _. ..:, � =i ,. .f1...._ M ASPHALT PAVEMENT ..: _... ✓. , . <.....,, r .., : , EMNT_ m � 0 N_ O I M 0 Iff W Ic W c� w 0 w a 0 Z a Cn � z Q Icc Do LOJ rn �- LO a o Z W �Q L4 a o Z ® 0 0000 _ Q1 C7 Z IW O 410 Fto 00 L4j q Z Z_ 1- � ® ® N SjL4j U W 0) J U- ® V ® O Z L4JW J �. o0 • • • • IL -i ,,: • 1, . DRAWN: ET CHECKED: TT DATE: OCTOBER 2003 SCALE: 1"=30' CAD NAME: TREE PROTECTION JOB #: 11004 SHEET #: i) OF 9 3HEETS STORM MANHOLE N INV. =160.73 GOMMUN I T1' ENTR`I' 51 C NAC E SCALE: nt5 WALL TO BE V M I N I MUM HE I OHT MEASURED FROM FINISH ORADE ON WHICHEVER SIDE OF THE 1N,4LL 19 HIGHER, RFONT OR BACK. I ASPHF1_T PAVEMENT r I' FLAT CONCRETE CURES {TYP.) L BOB SORENSON LANE S 89033"16--W a0' ROOT HALL OOMPAGT® PL*Nrlw MIX TO mm%wir sarni + w 30 0 15 30 I � I inch = 30 ft. GRAPHIC SCALE PLANT L 1ST QTY. 5YM. BOTANICAL NAME COMMON NAME SIZE TREES 6 QV QUERCUS VIR&INIANA LIVE OAK 10'-12'; 5' SPREAD; 3"-3.5" DBH 4 LJ LIGU5TRUM JAPONICUM TREE FORM LIGU5TRUM &-10'fo' SPREAD; 2"-2.5"DBH SHRUBS "70 Rl RAPHIOLEPI5 INDICA INDIAN HAWTHORN 15"XI5"; 2.5' OC GROUNDCOVER 200 LV LIRIOPE VARIEGATA AZTEC. GRASS FULL GLS.; 24" OC N �1.( / 1 /I � �� T/19LL°i5 F9N5H GRAM SOIL MIX EXI57MB SW SOIL SHRUB PLANTING DETAIL TREE STAKING DETAIL 15M3�Di• )IG10D 6T1V� (b I�11lm 691KLY lrACa7) 2-MAM IM151 •III 00W N# ftw AmmANm mm ,mFrr AdWWOW PERMA= TAaImM (SENERAL LANDSCAPE NOTES I. ALL PLANTS TO BE FLORIDA NO. I, OR BETTER A5 OUTLINED UNDER 'GRADES AND STANDARDS FOR NURSERY PLANTS, PART I, 11165 AND PART II, STATE OF FLORIDA DEPARTMENT OF AGRICULTURE, TALLAHASSEE, FLORIDA, AND ANY AMENDMENTS THERETO. 2. ALL TREES AND PLANT MATERIAL SHALL BE PLANTED IN ACCORDANCE WITH THE SPECIFICATIONS DESCRIBED IN THE STATE DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES, DIVISION OF FORESTRY, "TREE PROTECTION MANUAL FOR BUILDERS AND DEVELOPERS", OCTOBER, 1980. 3• THE LANDSCAPE CONTRACTOR (GONTRAGTED BY OWNER, N.I.G.) SHALL BE RESPONSIBLE FOR ALL MATERIALS AND ALL WORK AS GALLED FOR ON THE LANDSCAPE PLANS. THE LIST OF PLANT QUANTITIES ACCOMPANYING THE PLANS SHALL BE USED AS A GUIDE ONLY. IF A VARIATION OCCURS BETWEEN THE PLANS AND THE PLANT LIST, THE PLANS SHALL CONTROL. 4• ALL TREES, SHRUBS AND GROUND COVERS SHALL BE PLANTED USING A SOIL MIXTURE PREPARED ACCORDINGLY (2/5 EXISTING SOIL, 1/5 PEAT). 5• THE LANDSCAPE CONTRACTOR SHALL INSURE ADEQUATE VERTICAL DRAINAGE IN ALL PLANT BEDS AND PLANTERS. VERTICAL DRILLING THROUGH ANY COMPACTED FILL TO NATIVE SOIL SHALL BE ACCOMPLISHED TO AID DRAINA(SE. 6. ALL PLANT BEDS AND TREE WATERING BASINS SHALL BE TOP DRESSED WITH THREE INCHES (311) OF SHREDDED CYPRESS MULCH. "T. NO TREES SHALL BE PLANTED CLOSER THAN 3 FEET 0) FROM THE EDGE OF PAVEMENT TO ALLOW ADEQUATE TREE TRUNK PROTECTION . 8• LANDSCAPE CONTRACTOR SHALL BE WHOLLY RESPONSIBLE FOR STABILITY AND PLUMB CONDITION OF ALL TREES AND SHALL BE LEGALLY LIABLE FOR ANY DAMAGE CAUSED BY THE INSTABILITY OF ANY PLANT MATERIAL. 61• ALL LAWN AREAS TO RECEIVE 500 SHALL BE DISKED FOUR(4) TO SIX(6) INCHES AND DRA66ED TO ESTABL15H A LEVEL FINISH GRADE. ALL DEBRIS TO BE REMOVED FROM THE SITE. 10. SOP SHALL BE FREE OF WEEDS AND PESTS. IT SHALL BE LAID EVENLY AND ROLLED, WITH TIGHT FITTING JOINTS. THE SOD SHALL CONTAIN MOIST SOIL WHICH DOES NOT FALL APART OR TEAR WHEN LIFTED. ALL AREAS NOT PAVED OR OTHERWISE LANDSCAPED SHALL BE SODDED. SOD SHALL BE ARGENTINE BAHIA OR EQUAL. II. ALL LANDSCAPE AREAS TO BE IRRIGATED WITH AN AUTOMATIC UNDERGROUND SYSTEM, WITH 100% COVERA(SaAAGKFLOW PREVENTOR, $ RAIN SENSOR DEVICE. DIRECT SPRAY HEADS AWAY FROM ANY NATURAL AREAS AND PAVED SURFACES. 12. THE TREE CALIPER OF ALL TREES SPECIFIED ON THE PLANT LIST SHALL BE AT LEAST TWO (2) INCHES IN DIAMETER WHEN MEASURED AT FIFTY FOUR (54) INCHES ABOVE GRADE. A � W1 W W Z O CC W IL IL > 0 0 CC 0W6 CC a m IL G :) O W 59 Z oc III. Z Q z a o III y Z W oC a Z 0 J IL mIL CC .' Z J DESIGNED: S.MOORE CHECKED: &MOORE DATE: 12-16-02 SCALE: 1"=30" rC AD NAME: NDSCAPE JOB 11004 HEET #: L 1 OF 1 SHEETS STATUS OF LAND DEVELOPMENT PROJECTS CURRENTLY UNDER REVIEW PROJECT NAME PROJECT NO. TYPE OF DATE REVIEWER SUB- MITTAL .STATUS v:IGI SUBMITTAL RECEIVED NUMBER - Large Scale - Staff comments sent to applicant 3/12/04.Going to April 13, 2004 Adair Pointe Final Subdivision Planning 8 Zoning Commission Meeting and May 4, 2004 City Subdivision LS-02-008 Plan 02/2OM4 RL 3rd Commission Meeting. Avanti-West Groves Westyn Say - Phases 4 8 Large Scale Final 5 LS-03-005 Subdivision Plan 1120/03 RL 2nd Staff comments sent to applicant 12117/04. Sanagan Day _ Care 1-11-SE-003 Special Exception 11/13/03 TJ let Staff comments sent to applicant 12/19103. Baskins Ridge Annexation 8 Court AX-04-02-16 Initial Zoning 0226/04 TJ 1st Staff comments due 3119/04. Small style Site BP Retail Facility SS-2004-019 Plan 02/18104 RL 1st Staff comments sent to applicant 4/6/04. BP Products R.F. 15307 Plat 03/01/04 RL Comments due March 22, 2004. Center Lake Properties (Oak Trails Reserve Traffic PUD) Methodology 12/19/03 JR list Staff comments sent to traffic consultant 123104. CFI - Scotty's SS-2003-012 Small Scale 1120/03 RL let Staff comments sent to applicant 12117/03. Citrus Medical Center - 3490 Old Winter Garden Road Building Plans 03/17/04 RL Masonry walls 8 columns Citrus Medical Center - 3490 Old Winter Garden Road Building Plans 04/07104 RL Additional wall information Citrus Oaks Office _ Center SS-2003-003 Small Scale 1 12/16/03 1 RL I 3r0 IStaff comments sent to applicant 121/04. Crawford Tire - _- 110Taylor Street Building Plans 1 01/20/04 1 RL I 1st Si n 4/82004 1 of 7 STATUS OF LAND DEVELOPMENT PROJECTS CURRENTLY UNDER REVIEW PROJECT NAME PROJECT NO. TYPE OF DATE REVIEWER SUB• MITTAL . - STATUS; - SUBMITTAL .�G,:.....a,.. .saw RECEIVED -.e . NUMBER '-« Creekside' Preliminary Tin nhomes LS-04-008 Subdivision Plan 02/19/04 RL 1 st Staff comments sent to applicant 324104. Preliminary Crown Enterprises LS-03-004 Subdivision Plan 0326M RL 2nd Staff comments due April 19, 2004. Crown Enterprises 10/01/03 JR Traffic Study - Sent to applicant 10117/03. Waiting to finalize agreemen . ssues on annexation - follow up. Small Scale Pre- City Commission action on annexation agreement. HOLD - Deeper Life Annexation OWE MONEY. Have they signed agreement? Paid fees? No Assembly AR-02-08-04 lAgreement 0822/02 1 TG 1st water until pay fees. Deeper Life Assembly Water Line 09/15/03 RL Staff comments sent to applicant 9/15/03. Preliminary Staff comments due 4/19/04. (We need agreement- do roads line Eagles Landing LS-02-007 Subdivision Plan 0326M RL 4th up?) Small Scale Site Equimax Building SS-2003-017 Plan 01/02/04 RL 1st Stag comments sent to applicant 1/30/04. Large Scale Joint Planning Area Amendment / JPA-01-001 Comp Plan CPA-01-002RZ- Amendment & Faraway Fans O1406-01 Rezoning 0423102 RW 4th Went to Pi 5/13103. Denied at September 16, 2003 CC Meeting. Fence Building Plans 09/19/03 RL 385 Enterprise Street Floors Direct SS-2003-014 Small Scale 0326/04 RL 3rd Staff comments sent to applicant 326/04. ForestBrooks Large Scale Final Phase 3 LS-03-003 Subdivision Plan 12/02/03 RL 3rd Staff comments sent to applicant 1/7104. Forest Trails - Subdivision LS-03-002 Plat 03/02/04 RL Staff comments due 323104. Forest Trails Revised Grading Subdivision Plans 03/15/04 RL Staff comments due 3119/04. 4/82004 2 of OF LAND DEVELOPMENT PROJECTS CURRENTLY UNDER REVIEW _STATUS SUB- - - PROJECT NAME PROJECT NO. TYPE OF DATE REVIEWER MITTAL STATUS ,._ ;. SUBMITTAL. .... RECEIVED ::.;. NUMBER Fravel & Stokes Preliminary Site Dental Office SS-03.006 Plan 07/08/03 RL 2nd Staff comments sent to applicant 913/03. Fullers Cross Community AR-03-07-09 Annexation/Rezo Development SSCPA-03-008 ning and SSCPA 0225/04 JW 3rd Staff comments sent to applicant 3124/04. Goodman Centre / Heavener Large Scale Final Subdivision LS2000-010 Subdivision Plan 07/31/02 RL 3rd Pre -Construction meeting held March 5, 2004. Grace Community Preliminary Site Staff comments sent to applicant 126104 (Keep annexation, S.E., r- Church LS-03-M Plan 12/15103 RL 2nd o-w & site together) Preliminary Grace Community Certificate of Church 249-28-04-PCC Concumency O1/05/04 TJ let Staff comments sent to applicant 2/3104. Greco Community Traffic Church Methodology 03/11/04 JR Staff comments sent to applicant 3/19/04, Health Central Expansion 0828/03 1 RL 2nd IStaff comments sent to applicant 926/03. Health Central Parking Lot Expansion Modifications 12/10/03 RL 1st Staff comments due 1116/04.ON HOLD Staff comments due 1r7104. Sent to legal on 1/13/04. Comments Ingram Estates AX-03-12-13 Annexation 12/09/03 TJ fat due 1/30M4. Ingram Heidrich RZ-04.03.17 Rezoning 03/19/04 TJ tat Staff comments due 4114/04. Large Scale Final Kane's @ Ocoee LS-200O-011 Site Plan 07/25/02 RL 3rd Pre -Construction meeting held March 5, 2004. Staff comments sent to traffic consultant for applicant on 926/03. Kane's @ Dome Traffic Study 06/11/03 JR Gong to CC 11/4103. Kohlmeier Staff comments due 215104.Board of Adjustment scheduled for Variance VR-04-001 Variance I 01/09/04 I TJ I let 12125104. Lake Bennet Medical Centre - Small Scale Site 1 1 Buildin 3 SS2004-018 Plan 02/17/04 RL tat Staff comments sent to applicant 3/23/04. 4/8/2004 3 of 7 - .STATUS OF LAND DEVELOPMENT PROJECTS CURRENTLY UNDER REVIEW TYPE OF DATE SUB- - - PROJECT NAME PROJECT NO. SUBMITTAL RECEIVED REVIEWER MITTAL STATUS .: NUMBER I Terry James met with Mr Leem on 9/29/03. Waiting for applicant Learn Annexation AX-03-09-011 Annexation 09/05/03 TJ 1st to submit required information. Maguire Road Annexation / Retention Pond Rezoning Waiting for Engineering. Traffic issues meeting. Comments sent to applicant 1Ill 9/02. Received letter from Hal Cantor. Steve Dill back up material in Magnolia Ridge, Preliminary project cubby. Discussed at City Attorney Day on September 4, Phase 1, 2 & 3 LS-2001-003 Subdivision Plan 08/02/02 RL 2nd 2003. _ Mamott Courtyard 10971 W. Colonial Grading & Utility Drive Plan 02/02/04 RL Staff comments due 2/8/04. Final Subdivision McCormick Woods LS-2001-002 Plan 02/05104 RL tat Staff comments sent to applicant 315/04. McDonald's Small Scale She Expansion SS-2003-016 Plan 12/051 JW 1st Staff comments sent to applicant l/7104. Small scale Site Medical Office SS-2003-013 Plan 0429/04 RL 3rd Staff comments due 429/04. M.I. Ranchito SS-2001-006 Small Scale 11/11/03 TG 3RD Staff comments due 12105103. M.I. Ranchito Plat D420103 RL Staff comments sent to applicant 822/03. M.I. Ranchito VAC-03-M ROW Vacafion 03/03/03 RL 1st Staff comments sent to applicant 8122/03. M.I. Ranchito Tragic Study O6111103 JR Staff comments sent to applicant 822103. Concept Design M.I. Ranchito Plan 0223104 RL list Staff comments sent to applicant 3/17/D4. Nextel Communications, Inc. Cellular Tower Met w/ Jason Peery 10/9/02. JW talked to Jason in February - they - South Ocoee Site 1-25E-2002 Special Exception 0729/02 JW 1st are going to resubmit. Oak Trail Reserve PUD RZ-03-10-01 Rezonin 02/08/04 RL 2nd Staff comments sent to applicant 3/17/04. 4/8/2004 4 of STATUS OF LAND DEVELOPMENT PROJECTS CURRENTLY UNDER PROJECTNAMEPROJECT NO. TYPE OF DATE REVIEWER SUB- MITTAL TU ; SUBMITTAL RECEIVED NUMBER S Occee Business Park (CPS Family Final Subdivision Partnership) LS-2001-007 Plan 10/13/03 TG 3rd Staff comments sent to applicant 12/01/03. Owes Church of Small Scale Site the Nazarene SS-2003-008 Plan 12/02/03 RL 3rd Staff comments sent to applicant 1/6104. Ocoee Commerce Center - 1161 Blackwood Avenue Building Plans 03/22104 RL New, commercial building Preliminary Subdivision Plan / Annexation / PUD Ocoee Commons AP-02-02-01A / Developers PUD (Kazaros) AP-02-02.01 Agreement O822I04 RL 2nd Closed on property 6/3/03. Owes Commons PUD (Kazaros) Plat 04/O6104 I RL I 2nd Planning staff comments due 4/28/04. Ocoee Commons PUD (Coventry Park -nka Ashton Final Subdivision Park) AP-02-03-01AA Plan 0121/04 RL 2nd Staff comments sent to applicant 2/20/04. Ocoee Commons Tract C Townhomes (Crestwood Preliminary Staff comments sent to applicant 3/16104. Going to April 13, 2004 Commons) LS-03-007 Subdivision Plan 02/17/04 RL 3rd Planning & Zoning Commission and May 4, 2004 City Commission. Ocoee Shopping Revised Sheet Center Addition SP 12/16/03 RL I 2nd Staff comments sent to applicant 123/D4, Palm Drive Sewer Annexation & Treatment Plant Rez I IWaiting for Engineering 4182004 5 of 7 STATUS OF LAND DEVELOPMENT PROJECTS CURRENTLY UNDER REVIEW TYPE OF DATE SUB- PROJECT NAME PROJECT NO. REVIEWER MI7TAL STATUS' y; SUBMITTAL RECEIVED NUMBER. Staff comments sent to applicant 177/04.CIty Commission approved Poer Property A%-03-12-14 Annexation 12/17/03 JW 1st 120/04. Small Scale Site RMN Building SS-2003-015 Plan 11/17/03 RL 1st Staff comments sent to applicant 12/17/03. TSRC held. Reclaimed Water Booster Pumping Small Scale Site Facility SS-2003-011 Plan ON17/04 RL 3rd Staff comments due 4/15/04. Sobik's - 340 Ocoee Apopka Road Building Plans 03/18/03 RL Fence. Waiting for letter from applicant. ON HOLD Small Scale Site SYSCO SS-2003-M Plan 07/17/03 TG Staff comments sent to applicant 8/3f03. Large Scale Tomyn Business Preliminary / Final Park LS-2002-M Site Plan 04/07/04 RL 3rd Staff comments due 4/30/04. Tomyn Business Park ROW Vacation Staff comments due 4/30/04. Tomyn Business Park Traffic Study 0521103 RL Staff comments due 4/30104. Small Scale Site Tvristle Treat SS-2004.020 Plan 02/18/04 RL fat Staff comments sent to applicant 4/8/04.. Villas of Woodsmere CP-01-01-04 Conceptual Plan 0126/04 RL tat Staff comments sent to applicant 224/04. Small Scale Site Wal-Mart Lot 5 SS-2003-003 Plan 03/02/04 JW 2nd Staff comments due 3M 2/04. Wesmere Preliminary Tovmhomes LS-04-010 Subdivision Plan 0323104 RL tat Staff comments due 4/16/04. West Orange Professional Center Building Plans 03/02/04 RL P8Z public hearing-10/14/03; CC public hearing (2nd reading) West Properties Annexation (3) TJ 1st 11/18/03; rorties considered 4 individual developments. 4182004 6 of 7 STATUS OF LAND DEVELOPMENT PROJECTS CURRENTLY UNDER REVIEW TYPE OF DATE SUB- - -`" PROJECTNAME PROJECTNO. SUBMITTAL RECEIVED REVIEWER - MITT. STATUS NUMB Preliminary Subdivision Plan / Amendment to Westridge PUD 91-0002A PUD / SSCPA 03/01/04 RL 3rd Staff comments due 3124/04. Staff comments sent to applicant 4/1/04.Going to April 13 Planning Westyn Bay Final Subdivision & Zoning Commission and April 20. 2004 City Commission Tovmhomes LS-03-005 Plan 03/15/04 RL 3rd Meean . Westyn Bay lGrading Plans 12/11/03 RL 1st Staff comments due 1/02/04. Westyn Bay Phase 2 Plat 01/07/04 RL Vacation & Wofford Road VAC-04-04 Abandonment 1 02/19/04 RL 1 at Staff comments sent to applicant 3/26/04. 4/6/2004 7 of