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HomeMy WebLinkAbout12-11-2007 Agenda PacketMayor S. Scott Vandergrift. City Manager Robert Frank PLANNING AND ZONING COMMISSION (LOCAL PLANNING AGENCY) December 11, 2007 I. CALL TO ORDER A. Invocation and Pledge of Allegiance B. Roll Call and Determination of Quorum II. CONSENT AGENDA AGENDA A. Minutes of the Planning and Zoning Commission Regular Meeting held November 13, 2007 III. OLD BUSINESS IV. NEW BUSINESS A. WEST RV & BOAT STORAGE PUBLIC HEARING 1. Large Scale Preliminary / Final Site Plan V. MISCELLANEOUS A. Project Status Report B. December Calendar VI. ADJOURNMENT O:\P & Z\Agendas\2007\Dec 11, 2007 P & Z Agenda.doc Commissioners Gary Hood, District 1 Scott Anderson, District 2 Rusty Johnson, District 3 Joel Keller, District 4 7:00 PM Senior Planner Howell NOTE: Regular Planning and Zoning Commission meetings take place on the second Tuesday of every month at 7:00 pm in the Ocoee Commission Chambers in City Hall unless otherwise advertised. Any person who desires to appeal any decision at this meeting will need a record of the proceedings and for this purpose may need to ensure that a verbatim record of the proceedings is made which includes testimony and evidence upon which the appeal is based. More than one Commissioner may participate or hear discussions regarding a matter which will come before the Commission for action. Also in accordance with Florida Statue 286.26: Persons with disabilities needing assistance to participate in any of these proceedings should contact the Office of the City Clerk, 150 North Lakeshore Drive, Ocoee, FL 34761 (407) 905-3105, 48 hours in advance of the meeting. City of Ocoee • 150 N Lakeshore Drive • Ocoee, Florida 34761 phone: (407) 905-3100 • fax: (407) 656-8504 - www.ci.ocoee.fl.us ITEM NUMBER II. A. Minutes of the Planning and Zoning Commission Meeting held on November 13, 2007 MINUTES OF THE PLANNING AND ZONING COMMISSION ACTING AS THE LOCAL PLANNING AGENCY MEETING HELD TUESDAY, NOVEMBER 13, 2007 CALL TO ORDER Chairman West called the meeting to order at 7:01 p.m. Following a moment of silent meditation and the Pledge of Allegiance to the Flag, a quorum was declared present. PRESENT: Chairman West, Vice Chair Golden, Members Campbell, Conkling, Dillard, Morris, Rhodus, and Sills. Also present were City Attorney Palmer, Community Development Director Wagner, Principal Planner Fabre, and Deputy City Clerk Sibbitt. ABSENT: Member McKey was absent excused. CONSENT AGENDA Minutes of the Planning and Zoning Commission Regular Meeting held on Tuesday, October 9, 2007. Member Campbell, seconded by Member Sills moved to accept the Minutes of the October 9 2007 Planning and Zoning Commission meeting. Motion carried unanimously. OLD BUSINESS None NEW BUSINESS FREEMAN COMMERCE PARK — PRELIMINARY SUBDIVISION PLAN Principal Planner Fabre stated the subject property was located on the west side of Ocoee -Apopka Road approximately 1300 feet north of Palm Drive. The Future Land Use designation for the site is Light Industrial and it does have some Conservation Area because of an existing ditch on the west end side of the property. The property is zoned Industrial (1-1). The Freeman Commerce Center will be a total of (4) four one-story structures on the site consisting of a combined total building floor area of 153,320 square feet. Tract "A" consists of existing stormwater canal and the 25 feet wide upland buffer. Tract "B" the applicant will be dedicating (+/-) 40 feet of right -of way along the property frontage. The site plan has all the requisite parking and landscaping areas per the Land Development Code. The site plan shows the tally on the preservation trees which will be roughly about 45 trees. Planning and Zoning Commission Regular Meeting November 13, 2007 DEVELOPMENT REVIEW COMMITTEE The Development Review Committee (DRC) met on October 29, 2007, and reviewed the Preliminary Site Plan for Freeman Commerce Center. The City Attorney wanted to incorporate on the plans a revised set of Conditions of Approval (COA) before the City Commission meeting. All the COA(s) were discussed and agreed upon by the applicant. DRC voted unanimously to recommend approval of the Preliminary Site Plan, subject to incorporating the final revised set of Conditions of Approval in the plans before the City Commission meeting. STAFF RECOMMENDATION Based on the recommendation of the DRC, Staff recommended that the Planning and Zoning Commission recommend approval of the Preliminary Site Plan for Freeman Commerce Center, as date stamped received by the City on August 30, 2007, subject to incorporating the final revised set of Conditions of Approval in the plans before the City Commission meeting. DISCUSSION Member Campbell inquired if the mini storages were going to be small units and if there were going to be units to store boats and motor homes. Principal Planner Fabre stated he believes the building will be office warehouse which is a mixture of offices, storage units and mini warehouses but he does not believe there is a building for just mini storage. He further stated the applicant and engineer are available for questions he may not be able to answer. Vice Chair Golden stated he is looking at the tree removal plans and was wondering which trees were being saved. Principal Planner Fabre stated the trees that are bold print on sheet C003A of the site plan are the ones that they are saving. Vice Chair Golden further stated he knows there is residential on either side of this commercial use property and was inquiring if adequate buffer is being used. Principal Planner Fabre stated their buffers do meet code. Community Development Director Wagner briefly explained the buffers and further stated that many of the houses around the subject property are residential units, but they are on land that is zoned Industrial. Member Dillard inquired about the size of the trucks that would be on the site. Amr Gawad, True Engineering, stated the site was designed to allow 18 wheelers coming in from the north side and existing on the south side. Community Development Director Wagner further added that on Ocoee -Apopka Road there will be turning lanes provided and ultimately Ocoee -Apopka Road will be a four - lane divided highway. Va Planning and Zoning Commission Regular Meeting November 13, 2007 The Public Hearing was opened for Freeman Commerce Park — Preliminary Site Plan. As no one wished to speak, the Public Hearing was closed for Freeman Commerce Park — Preliminary Site Plan. Chair West commented that he noticed a lot of bike racks on the plans. He further inquired as to how many storage units were going to be out there. Mr. Gawad stated initially on the application it stated the site would be part office warehouse and part storage facility; however, the storage facility was removed completely. Vice Chair Golden stated the pond in the back looks fairly small compared to the impervious surface they are developing and was inquiring as to how they worked that out. Mr. Gawad stated the proposed stormwater management system is underground and the small retention pond added on the west side was requested by the City Engineer, simply because through the years there was flooding on West Colonial Drive by the two lakes nearby. The retention ponds were added only for the purpose of monitoring and not for stormwater management. Member Campbell, seconded by Member Sills, moved to recommend approval of the Preliminary Site Plan for Freeman Commerce Center, as date stamped received by the City on August 30 2007 subject to incorporating the final revised set of Conditions of Approval in the plans before the City Commission meeting. Motion carried unanimously. MISCELLANEOUS Member Campbell inquired as to what was going on in the Albertson's shopping center. Community Development Director Wagner stated it will be an LA Fitness. He further stated next month they will probably have one item on the agenda. Community Development Director Wagner stated they are working on a project that they are processing down in Belmere and it could be a somewhat controversial project, so they are hoping to move the P&Z meeting to the fourth Wednesday of that month which will be January 23, 2008. Member Sills informed Mr. Wagner that he believes that he had received an e-mail from Community Relations Manager Wright regarding the Community Merit Review Board meeting on that day. Community Development Director Wagner thanked Mr. Sills for the information and stated he will look into it. He further explained the controversy of the project that was going to be presented to them in January. Community Development Director Wagner announced TooJays is going to be next to the Bank of America and the Texas Roadhouse is being developed. 3 Planning and Zoning Commission Regular Meeting November 13, 2007 ADJOURNMENT The meeting adjourned at 7:28 p.m. Attest: Melanie Sibbitt, Deputy City Clerk F-ITOJOJOGANW93 Milton West, Chairman ITEM NUMBER IV. A. PUBLIC HEARING WEST RV & BOAT STORAGE Preliminary / Final Site Plan -__ _'Cf�__ . Mayor S. Scott Vandergrift City Manager Robert Frank STAFF REPORT TO: The Planning & Zoning Commission FROM: Bobby Howell, MPA - Senior Planner 6q THROUGH: Russ Wagner, AICP, Community Development Director DATE: December 5, 2007 RE: West RV & Boat Storage Preliminary / Final Site Plan Amendment to Development Agreement Project # LS-2005-013 Commissioners Gary Hood, District 1 Scott Anderson, District 2 Rusty Johnson, District 3 Joel F. Keller, District 4 1�/ ISSUE: Should the Planning & Zoning Commission recommend approval of the Preliminary / Final Site Plan, and amend Sections 3, 4, 6(C), and 7(B) of the Development Agreement for West RV & Boat Storage? BACKGROUND: West RV & Boat Storage is approximately 9.85 acres in size and is located on the west side of Ocoee -Apopka Road, across from the West Orange Girls Club. The Preliminary / Final Site Plan proposes the construction of an RV and boat storage complex with an on -site office building. A Development Agreement was approved by the City Commission on November 18, 2003, which provides conditions for the development of the subject property. The table below references the future land uses, zoning classifications and existing land uses of the surrounding parcels: Direction Future Land Use Zoning Classification Existing Land Use North Low Density Residential Orange County Citrus Single Family Residence, vacant parcel Rural East Low Density Residential Orange County Citrus West Orange Girls Club Rural South I Light Industrial City of Ocoee 1-1 Single Family Residence West Low Density Orange County Citrus Vacant Parcel Residential, Rural Conservation / Floodplain December 11, 2007 Planning and Zoning Commission Page 2 a-Ism��19PU The Preliminary / Final Site Plan proposes a storage area consisting of approximately 206 spaces for boats and recreational vehicles. This area will be comprised of grass, with a stabilized subgrade, and will be accessed via two twelve -foot wide gates that will be pass - code controlled. This area will be fenced off from the remaining portions of the site. The access aisle that will be provided behind the gated portion of the site leading to the parking area will be comprised of cold pave asphalt. Additionally, a 720-square foot modular office building is proposed on site. A portion of the property on the south side of the site has been reserved for future development. In accordance with the requirements of the Development Agreement for this property, a 30- foot wide cross -access easement is being provided by the developer along the frontage of the property. This easement will allow connectivity to the properties to the north and south at the time they develop. Per the requirements of the Development Agreement, the developer will be dedicating a 30-foot section of right-of-way along Ocoee -Apopka Road to the City. Additionally, a drainage and pathway easement will be dedicated along the western portion of the property. A bicycle path will be constructed by the City in this easement in the future. During the review process, the applicant indicated to staff a desire to amend several sections of the Development Agreement. These requests include amendments to Sections 4, 6(C), and 7(B). Section 4 requires the developer to construct raised median separators at his own expense to accommodate the large auto and truck traffic that is anticipated to access this development. The owner desires to delete this requirement from the Development Agreement. Section 6(C) requires the developer to install drainage pipes and enclose the existing drainage ditch adjacent to Ocoee -Apopka Road. The owner desires to delete this requirement from the Development Agreement. Section 7(B) requires the developer to connect to sewer lines or a lift station in accordance with the City's utility master plans. The owner desires to amend this section of the Development Agreement to permit a septic tank for the property until such time that City sewer service is available. At such time sewer service is available; the owner will discontinue use of the septic tank, and remove it from the property. Staff supports these amendments for this use only. Staff believes these sections of the agreement should be applicable if a different or more intense use was to be developed on the surrounding properties or this parcel. During the review process, it was conveyed to the applicant that Section 3 of the Development Agreement requires the conveyance and dedication of land along Ocoee -Apopka Road to allow for the construction of right and left turn lanes. These turn lanes will allow for the safe turning movements of the large truck and auto traffic that is anticipated to access this development. This section of the Development Agreement requires the developer to construct the turn lanes at his own expense. The developer conveyed to staff that this was cost prohibitive for this development and indicated he desired to amend the Development Agreement to remove this requirement. It is staff's assertion that this requirement is essential to ensuring safe turning movements of the large auto and truck traffic that will be accessing this site from Ocoee -Apopka Road. Deleting this requirement could potentially increase the risk of accidents in the vicinity of this project, and could cause the potential for unwarranted traffic congestion on Ocoee -Apopka Road, since the large vehicles accessing the development will necessitate more time and maneuvering area than a conventional automobile. December 11, 2007 Planning and Zoning Commission Page 3 WAIVER REQUESTS: The applicant has requested five waivers from the requirements of the Land Development Code. Per the requirements of Section 6.14 of the Land Development Code, the City Commission will take action on each waiver request. Below is a discussion of the five waivers that are being requested. The applicant has justified all waiver requests by dedicating 30-feet of right-of-way along the portions of the property along Ocoee -Apopka Road. The first waiver that is being requested is to Section 6.14.C(3)(a) of the Land Development Code. This section of the Land Development Code requires shade trees to be a minimum of 3 to 3.5 inches diameter breast height. The applicant has requested a reduction of this requirement to reduce the size of the required shade trees in the rear portion of the site to a size ranging from 1 to 1.5 inches diameter breast height based on reasoning that this area of the site is isolated from the public in a gated secure area. The second waiver that is being requested is to Section 6.14.C(2)(b)(1) of the Land Development Code. This section of the Land Development Code requires a 25-foot wide landscape buffer along Ocoee -Apopka Road. The applicant has requested to reduce this buffer to 15-feet in width in exchange for planting 75-percent of the buffer area with shrubs and groundcover. The third waiver that is being requested is to Section 6.14.C(2)(c)(1) of the Land Development Code. This section of the Land Development Code requires 3 understory trees per 100 lineal feet in landscape buffers that are required between parcels. The applicant is requesting a waiver to this requirement to eliminate the required understory trees in the rear portion of the site based on reasoning that this area of the site is isolated from the public in a gated secure area. Shade trees measuring 1 to 1.5 inches diameter breast height will be provided in the affected buffers. The fourth waiver that is being requested is to Section 6.14.C(2)(d) of the Land Development Code. This section of the Land Development Code requires 1 tree to be provided for each 4 parking spaces provided on site. The applicant is requesting an elimination of this requirement in the parking area for the RV's and boats based on reasoning that this parking area will consist of grass, not asphalt. The fifth waiver that is being requested is to Section 6.14.C(2)(m)(iv) of the Land Development Code. This section of the Land Development Code requires all electric, cable, and telephone lines located on -site and internal roadways to be buried underground. The applicant is requesting a waiver to this requirement to allow the existing electric, cable, and telephone lines along the Ocoee -Apopka Road right-of-way to remain above ground based on estimates that conclude under grounding these utilities are cost prohibitive related to construction of this project. DEVELOPMENT REVIEW COMMITTEE RECOMMENDATION: The Development Review Committee (DRC) met on November 28, 2007 and reviewed the Preliminary / Final Site Plan, and to consider the request to amend the Development Agreement for the subject property. The applicant was notified of outstanding concerns on the plans from the Planning Division, the Engineering Department, and the Legal Department. It was additionally conveyed to the applicant by the Police Department that the gate at the south side of the entrance to the storage area should be shifted further south to allow for additional turnaround area for vehicles that may not be able to access the site in certain circumstances. December 11, 2007 Planning and Zoning Commission Page 4 The DRC then considered the applicant's request to amend the sections of the Development Agreement as outlined above in the discussion section of the staff report. The DRC voted to support the amendments to Sections 4, 6(C), and 7(B) for this project only, and stipulated that if a different or more intense use was to be developed on the surrounding properties or this property, then these sections of the Development Agreement would be applicable. The DRC voted not to support the request to amend Section 3 based on concerns that this requirement is essential to ensuring safe turning movements of the large auto and truck traffic that will be accessing this site from Ocoee -Apopka Road. The City's traffic consultant has recommended that a left turn lane be constructed on Ocoee -Apopka Road at the project entrance for safety reasons. The applicant requested the City Commission consider the amendments to the Development Agreement, and indicated their intention to develop the property in accordance with the decision reached by the City Commission. No additional concerns were addressed. The DRC voted unanimously to recommend approval of the Preliminary / Final Site Plan date stamped November 29, 2007, including all five waiver requests, subject to the satisfaction of the outstanding concerns being resolved prior to the plans being presented to the City Commission, and subject to the property being developed in accordance with Section 3 of the Development Agreement, which requires the developer to construct right and left turn lanes leading into the development from Ocoee -Apopka Road. The DRC additionally recommended that the amendments to Sections 4, 6(C), and 7(B) are for this use only, and if a different or more intense use was to be developed on the surrounding properties or this parcel, then these sections of the Development Agreement would be applicable. STAFF RECOMMENDATION: Staff recommends that the Planning & Zoning Commission recommend approval of the Preliminary / Final Site Plan for West RV & Boat Storage, including all five waiver requests, subject to the satisfaction of the outstanding concerns being resolved prior to the plans being presented to the City Commission, and subject to the property being developed in accordance with Section 3 of the Development Agreement, which requires the developer to construct right and left turn lanes leading into the site from Ocoee -Apopka Road. Additionally, staff recommends approval of the amendments to Sections 4, 6(C), and 7(B) for this use only, and if a different or more intense use is to be developed on the surrounding properties or this parcel, then said sections of the Development Agreement would be applicable. Attachments: Location Map Renaissance Planning Group Comments Planning Division Comments Engineering Department Comments Legal Department Comments Development Agreement for 850 Ocoee -Apopka Road, dated November 18, 2003 Final Subdivision / Final Site Plan for West RV and Boat Storage date stamped November 29, 2007 d N STATE ROAD 438 West RV & Boat Storage Location •' L-1 LZA-1 H f LAKE STARKE RENAISSANCE PLANNING GROUP November 26, 2007 Mr. Russ Wagner, AICP Planning Director City of Ocoee 150 North Lakeshore Drive Ocoee, FL 34761 Subject: West RV & Boat Storage, 3`d Staff Review Ocoee Project No. LS-2005-013 Dear Mr. Wagner: At your request, Renaissance Planning Group has reviewed the referenced site plan, dated received October 30th, 2007, regarding traffic operations and concurrency issues. [Repeat comment] The trip generation will not trigger turn lanes, though based on the posted speed of Ocoee -Apopka Road (45 mph) a center turn lane is needed, and required per Orange County Code. The vehicles associated with the property will require more time to cross the southbound traffic to enter the property without holding up northbound traffic. Also for vehicles exiting the property they need an acceleration / refuge lane to allow the recreational vehicles and trailers to get up to speed before entering the flow of traffic. Ocoee -Apopka Road is a two lane road with a posted speed of 45 mph, the proposed RV and Boat storage will generate slow moving vehicles and trailers, the recommendations are to keep vehicles entering and exiting out of the flow of traffic while turning to preserve the safety of the road. Thank you for the opportunity to comment on this submittal. If you have any questions, please call. Sincerely, Nick Lepp, AICP Sr. Transportation Planner Renaissance Planning Group Nt ovor° S. Scott ander-rii`t, City a'II ger° Robert Frank MEMORANDUM TO: Sherry Seaver, Development Review Coordinator FROM: Bobby Howell, Senior Planner DATE: December 5, 2007 SUBJECT: West RV/Boat Storage Preliminary/Final Site Plan 5th Staff Review A. Cover Sheet 1. Resolved B. Sheet C3 — Geometry and Striping Plan 1. Resolved 2. Resolved 3. Resolved 4. Resolved 5. Resolved 6. Resolved 7. Resolved 8. Resolved 9. Resolved 10. Resolved C. Sheet L1 — Landscape Plan 1. Resolved 2. Resolved D. Sheet LT1 — Sight Lighting Plan 1. Resolved ;'oniTI is ilf)ners Gary flood, District I Scott Anderson'. DI.strict 2 Rusty ,Johii, on, . _firstrrct '3 ,local Keller, District 4 Page 2 of 2 West RV/Storage Prelim/Final Site Plan 5th Staff Review Additional Comments (4/19/06) Al. (Repeat Comment — 4/19/06) Staff believes that a northbound left turn lane is needed. Just because the number of turning movements may not warrant this, some form of a left turn lane is needed for safety and future conditions. (8/10/07) The response letter indicates that Orange County has approved an entrance without a left turn lane. Please provide a letter from Orange County confirming this. Please note Section 3 of the Development Agreement requires the Owner to dedicate land along Ocoee -Apopka Road to allow right and left turn lanes that allow large trucks and automobiles to access the site. The Development Agreement requires the owner to construct the tune lanes. Please show said turn lanes on the plans. o (11105107 — 12105107) Please note the applicant must proceed to the Planning & Zoning Commission and City Commission to amend the Development Aqreement to remove the condition for the left turn lane on Ocoee -Apopka Road. Please note staff will not support the applicant's request to modify the Development Agreement based on the outcome of the study performed by RPG. The following are new comments as a result of the plans being revised with new information that we have not previously reviewed. 1. Resolved 2. Resolved 3. Resolved 4. Resolved 5. Resolved 6. Resolved 7. Resolved 8. Resolved 9. Resolved 10. Resolved 11. Resolved 12. Resolved 13. Resolved 14. Resolved 15. Resolved 16. Resolved 01,0coee - ' 'annim-) Division. - I;() N, I..,aImesh ore .D rI e - Ocoee, 1, Iorlda 34761 phone: (407) 905- 57 - llix. (40 ) 905-31 58 « WWN.c:i.00Oee.f1.LIS --- -Cn_ . Mayor S. Scott Vandergrift City Manager Robert Frank Commissioners Gary Hood, District 1 Scott Anderson, District 2 Rusty Johnson, District 3 Joel F. Keller, District 4 West RV & Boat Storage — Preliminary/ Final Site Plan Large Scale Site Plan — 4th Staff Review Engineering Department Comments November 8, 2007 The following are the results of your fourth submittal for the above referenced project. If you have any questions pertaining to the requested information, please contact our office. The engineering department recommends that project goes to DRC with the following outstanding comment being addressed before final plan approval. 1.-30. Resolved Additional Comments Based on the July 11, 2007 submittal 31. (Repeat Comment) Include a signed and sealed Boundary Survey as part of the plans to include the legal description. The index of sheets will also need to be modified to reflect this addition. The survey must be signed and sealed by a state licensed surveyor. 32.-34. Resolved 35. (Repeat Comment) Show a label a water meter on the 2" water main to be located just outside the right-of-way. The plans now show two services. One service with a meter and one service without. If two services are intended then two meters are required. Also, change the note in the meter detail to read the backflow preventer is to be painted blue. 36.-37. Resolved 38. (Repeat Comment) Add a light pole just outside of the right-of-way at the entrance to provide ample lighting for the entry. Revise the site photometrics. The light pole was not added. Utility Department Comments 1.-4. Resolved City of Ocoee • 150 N Lakeshore Drive • Ocoee, Florida 34761 Phone: (407) 905-3100 • Fax: (407) 656-8504 • www.ci.ocoee.fl.us West RV & Boat Storage November 9, 2007 Page 2 of 2 Fire Department Comments IA. Resolved Engineering Department Ryan P. Howard, E.I. Engineer II :FOLEY FOLEY & LARDNER LLP ATTORNEYS AT LAW MEMORANDUM CLIENT -MATTER NUMBER 020377-0758 TO: Sherry Seaver, Development Review Coordinator FROM: Nicholas N. Palmer, Assistant City Attorney DATE: November 27, 2007 RE: West RV & Boat Storage - Large Scale Site Plan Project No. LS-2005-013 (Fourth Review) In connection with the above -referenced project, we have reviewed the following documents: 1. Response Letter from Kirby Engineering, L.L.C. dated October 30, 2007 (the "Response Letter"); 2. St. Johns River Water Management District Permit No. 42-095-102055-1, issued November 23, 2005; and 3. Preliminary/Final Large Scale Site Plan for West RV & Boat Storage stamped received by the City of Ocoee on October 30, 2007 (the "Plan"). This memorandum supersedes our previous memoranda dated November 23, 2005, April 7, 2006 and August 17, 2007. Based upon our review of the documents noted above and pursuant to the Land Development Code, we have the following comments: I. Comments Directed to City Staff The following comments are addressed to and/or request direction from City Staff and, unless otherwise noted, do not require any response from the Applicant. These comments should be discussed as TSRC so that the Applicant and City Attorney are fully advised regarding City Staffs direction. 1. It is our understanding that a First Amendment to the Development Agreement will be presented to the City Commission for approval contemporaneously with the Plan. It is our understanding that City Staff will support the following amendments to the Development Agreement: ORLA_611836.1 FOLEY FOLEY & LARDNER LLP a. Median Improvements. Section 4 of the Development Agreement being amended to delete any requirements with respect to median improvements. b. Drainage Pipe and Ditch Improvements. Section 6(C) of the Development Agreement being amended to delete any requirement that the Owner to install drainage pipes and enclose the existing drainage ditch adjacent to Ocoee -Apopka Road. C. No Subdivision. The Development Agreement being amended to expressly prohibit any future conveyances of less than all of the property until a subdivision plan is approved by the City and the property is platted. d. Connection to City Sewer System. The Development Agreement being amended to provide that a septic tank will be permitted for the property until such time as City Sewer service is available to property and, at such time that sewer service is available, the Owner will connect to the sewer system and discontinue the use of and remove the septic tank from the property. 2. In addition to the foregoing amendments, City Staff should note that, as set forth in the Response Letter, the Applicant has requested that the Development Agreement be amended to delete the requirements related to the conveyance of the Turn Lane Property to the City and the construction of certain turn lanes. These requirements are discussed in Section 3 of the Development Agreement, which provides as follows: Section 3. Conveyance of Turn Lane Property. In addition to the conveyance of the Right -of -Way Property, prior to the time of platting or site plan approval for the Property or any contiguous property, the Owner shall dedicate and convey to the City sufficient land lying adjacent and contiguous to, Ocoee -Apopka Road to allow for right and left turn lanes that provide the appropriate geometry for truck entrance/exit points, including right in/right out configurations, if needed, at a location to be approved by the City (the "Turn Lane Property"). The Turn Lane Property shall be dedicated and conveyed to the City following the same requirements as set forth above for the Right -of -Way Property. The Response Letter requests that such an amendment be considered by the City Commission even if City Staff cannot recommend approval of the amendment. It is our understanding that City Staff does not support this request. It is recommended that this item be addressed in the Staff Report provided to the Planning and Zoning Commission and the City Commission in connection with the other proposed amendments, as discussed above. At the Planning and Zoning Commission and City Commission meetings, the Applicant will be given the opportunity to present this request. Based on City Staff s position, we do not intend to include this item in a draft First Amendment to the Development Agreement. Please note that the Plan must be consistent with the Development Agreement, as it may be amended by the City Commission. To the extent the Plan is inconsistent with the Development Agreement in that it does not include the required turn lane improvements and does not reflect that the Turn Lane Property will be N ORLA_611836.1 FOLEY FOLEY & LARDNER LLP conveyed to the City, any DRC recommendation to approve the Plan should be be subject to and conditioned upon the following: a. The Plan being revised to incorporate the requirements set forth in Section 3 of the Development Agreement, including, without limitation, the conveyance of the Turn Lane Property to the City and the construction of any turn lanes required in connection therewith, such revisions being subject to the review and approval by City Staff prior to the pre -construction conference for the project; and b. The City Commission approving all amendment to the Development Agreement supported by City Staff, as set forth in Comment No. 1 above; and C. The Plan being revised to address all outstanding City Staff comments, such revisions being subject to the review and approval by City Staff prior to the pre - construction conference for the project. 3. City Staff should note that the Response Letter indicates that the Plan addresses all of City Staff s concerns and prior comments related to the configuration of the cross access easement required pursuant to Section 5 of the Development Agreement. City Staff should evaluate and advise whether this is correct. Specifically, City Staff should evaluate and advise whether the improvements proposed within the cross access easement area are acceptable. We note that the Plan shows various improvements within the easement area (landscaping, sidewalks, a perpendicular driveway, etc.) that would appear to impede or prevent vehicular and pedestrian cross access between the property and the adjacent parcels. II. Repeat Comments The following comments were included in the City Attorney's prior memoranda regarding the Plan, however, they were not fully addressed as part of the Applicant's current submittal. The following comments may also relate to prior comments provided by other City Departments that were not fully addressed as part of the Applicant's current submittal. 4. [Repeat Comment] Pursuant to Section 2 of the Development Agreement, please revise Sheet C3 of the Plan to clearly depict and label the Right -of -Way Property (as defined therein). Please include the widths of these areas on the Plan. In addition, please provide a separate metes and bounds legal description and sketch of description for the Right -of -Way Property. We note that the Right -of -Way Property has been labeled on the Plan and that a proposed legal description for the Right -of -Way Property has been provided, however, the legal description was not accompanied by a surveyor's sketch of description. Please note that Section 2 of the Development Agreement provides, in part, that "the Owner shall provide the City a legal description and sketch of description of the Right -of -Way Property prepared by a registered land surveyor which has been certified to the City." Please provide a Provosed le al description and sketch of description for the Right -of -Way Property that is signed and sealed by a professional surveyor and certified to the City. Please be advised that we will provide a draft deed for the Right -of -Way Property after City Staff approves of the legal description. 3 ORLA_611836.1 :FOLEY FOLEY & LARDNER LLP 5. [Repeat Comment] Please provide a metes and bounds legal description and sketch of description for the drainage easement to be conveyed to the City. Please be advised that the easement document will need to be signed prior to approval of the Plan. We note that the proposed drainage easement has been labeled on the Plan and that a proposed legal description for the drainage easement has been provided, however, the legal description was not accompanied by a surveyor's sketch of description. Please provide a proposed legal description and sketch of description for the drainage easement that is signed and sealed by a professional surveyor and is certified to the City. Please be advised that we will provide an easement agreement after City Staff approves of the legal description. III. New Comments in Response to Current Submittal The following comments are based on changes made to the Plan since the Applicant's prior submittals) or relate to new information or documents that have been provided since Applicant's prior submittal(s). None. Please do not hesitate to contact me should you have any questions. cc: Paul E. Rosenthal, City Attorney M ORLA_611836.1 II�raI�ul�a�rNral�111u�uar�al� Cr oP ORANGE I 00 NSTR 240204157 CITY O of oco� R SK 07374 PG 2859 PGS-8 AYNIE COMPTROLLER THIS INSTRUMENT PREPARED WMEBY CUTIPY dot do I j iqimmsoff W. H , AND SHOULD BE RETURNED TW COPY Of *0 -Yi hW of �rlddl is °A Ab my p f,A COUNTY, FL 94/85/2884 81:47:56 PM PREPARED BY: M WITNEss wH6RB,Qgf� Oot =j adR$iii,WE 37.58 tee na of City of oQoifie go „ -C� q ' _ Scott A. Cookson,Esq. —� IItfflItttfltltttltl1f111�tIMtlllllll FOLEY & LARDNER Dole 111 North Orange Avenue, Suite 1800 Post Office Box 2193 Orlando, FL 32802-2193 n t'J MEMIte(407) a M > co 423-7656%. " 7 For Recording Purposes Oej = tv Case No.: AX-03-04-06: T. Milton West 41 M03 Tax I.D. #07-22-28-0000-00-021 r t i cn • QJ ; . z m � DEVELOPMENT AGREEMENT 0 C3 T - 850 Ocoee Apopka Road) m 03 THISDEVE P REEMENT (this "Agreement") is made and entered into O as of the 16 day of , 2003, by and between RALPH V. HADLEY III, as m Gj Trustee under land trust da day of February, 2002, whose mailing address is 1031 z 4�- W. Morse Blvd., Suite 350, i r onda 32789, (hereinafter referred to as the "Owner") 0 and the CITY OF OCOEE a cipal corporation, whose mailing address is 150 > 6] North Lakeshore Drive, Ocoee, Flon ,bY, Attention: City Manager (hereinafter referred to 5 Z5 as the "City"). m 11 i- � 0 M WITNESSETH• � m ---------- z o WHEREAS, the Owner owns fee simple title to certain lands located in Orange County, —i p � Florida, and within the corporate limits of the City of Ocoee, Florida, said lands being more particularly described in Exhibit "A" attached hereto and by this reference made a part hereof i3 (hereinafter referred to as the "Property"); and Cn WHEREAS, the Owner and the City desire to execute this Agreement in order to T w evidence their mutual agreement as to certain matters related to the development of the Property. NOW, THEREFORE, in consideration of the premises and other good and valuable s considerations exchanged between the parties hereto, the receipt and sufficiency of which is hereby acknowledged, the parties hereto agree as follows: Section 1. Recitals. The above recitals are true and correct and incorporated herein by this reference. Section 2. Conveyance of Ri¢ht-of-Way Property. Within sixty (60) days following receipt of written notice from the City requesting the same, but in no event later than Oo6.305840. t Book8784/Page4411 CFN#20060506110 Page 1 of 10 time of platting or site plan approval for the Property, the Owner shall dedicate and convey to the City sufficient land lying adjacent and contiguous to, and along the entire length of the Property's frontage on the existing right-of-way for Ocoee -Apopka Road to allow for sixty (60) feet of right-of-way west of the centerline of the existing right of way for Ocoee -Apopka Road (the "Right -of -Way Property"). The Right -of -Way Property shall be dedicated and conveyed by the Owner to the City by warranty deed free and clear of all liens and encumbrances except for those matters acceptable to the City. The form of the warranty deed shall be subject to the approval of the City. Within thirty (30) days following receipt of written notice from the City requesting the Right -of -Way Property, the Owner shall provide the City a legal description and sketch of description of the Right -of -Way Property prepared by a registered land surveyor which has been certified to the City. In the event the Owner fails to provide the City with a legal description and sketch of description within the time frame set forth above, the City may have the legal description and sketch of description prepared at the expense of Owner. The Owner shall, contemporaneously with the dedication and conveyance of the Right -of -Way Property to the City, provide to the City, a current attorney's opinion of title, or a current title commitment, to be followed by a policy of ti surance, evidencing that fee simple title to the Right -of -Way Property is free and clear and encumbrances except for those matters acceptable to the City. The costs and ex ses lated to the conveyance and dedication of the Right -of -Way Property including the cos rk shalt be borne solely by the Owner. Real property taxes on the Right -of -Way Prop e hall prorated as of the day before the City's acceptance of the dedication and conveyance e , and the prorated amount of such real property taxes attributable to the Owner shall d escrowed by the Owner in accordance with the provisions of Section 196.2 da tes. Neither the Owner nor any other person or entity shall be entitled to any road ' ac is or other compensation of any kind for, on account of, or with respect to the required edic d conveyance of the Right -of -Way Property to the City. All roadway improvemen oee-Apopka Road shall be designed so as to accommodate auto and large truck traffic and shall otherwise comply with the then existing City specifications for public roads. Notwithstanding the subsequent conveyance of the Right -of -Way Property to the City, the Owner shall be solely responsible for maintaining the Right -of -Way Property until such time as improvements are made to Ocoee -Apopka Road within the Right -of - Way Property. Section 3. Conveyance of Turn Lane Property. In addition to the conveyance of the Right -of -Way Property, prior to the time of platting or site plan approval for the Property or any contiguous property, the Owner shall dedicate and convey to the City sufficient land lying adjacent and contiguous to, Ocoee -Apopka Road to allow for right and left turn lanes that provide the appropriate geometry for auto and large truck entrance/exit points, including right in/right out configurations, if needed, at locations to be approved by the City (the "Turn Lane Property") and identified in Exhibit `B": Access Plan for the Milton West Properties. The Owner shall be responsible for the construction of any turn lanes. The Turn Lane Property shall be dedicated and conveyed to the City following the same requirements as set forth above for the Right -of -Way Property. Section 4. Ocoee -Apopka Medians. Full and partial median openings along Ocoee - Apopka Road shall follow the access management plan for Ocoee -Apopka Road identified in Exhibit "C": Ocoee -Apopka Road Access Management Plan. Prior to any 4-lane widening of 006.305840.1 -2- Book8784/Page4412 CFN#20060506110 Page 2 of 10 Ocoee -Apopka Road, raised median separators will need to be designed and constructed by the Owner at his expense to accommodate auto and large truck traffic. These median improvements shall be based on a full traffic impact study provided by the Owner and conducted as part of the initial development of the property. The City shall, in advance, approve the traffic impact study methodology. Section S. Cross Access Easements. Owner hereby agrees that any subdivision plan or site plan for development of Property approved by the City will provide for cross access between the Property and all adjacent parcels so as to allow for pedestrian and vehicular cross access between the Property and 898 Ocoee -Apopka Road (PIN: 07-22-28-0000-00-063) and 950 Ocoee -Apopka Road (PIN: 07-22-28-0000-00-064) so as to reduce or minimize to the greatest extent possible the number of entrance and exit points on Ocoee -Apopka Road identified in Exhibit "B". The Owner shall enter into such easement agreements as may be required by the City to effectuate the intent of this provision. Section 6. (A) N ubd(vv'kion plan or site plan for the Property shall be approved without the delineation of both thfloodplain and the drainage facility known as the "northwest ditch". The methodology d t lineate the above shall follow professionally accepted engineering practices and v in advance, by the City. Unless otherwise approved by the City, no development s ed within the 100-year floodplain and the "northwest ditch". � �) (B) Within sixty�Ie*the llowing receipt of written notice from the City requesting the same, but in no e t time of platting or site plan approval for the Property, the Owner shall convey east a fifteen (15) foot easement on both sides of the "northwest ditch" in order to allow for access and maintenance of the "northwest ditch" as a functioning drainage facility. The form of the easement shall be subject to the approval of the City. The costs and expenses related to the conveyance including the cost of preparation of the legal description and/or sketch of description and recording costs shall be home solely by the Owner. 006.305840.1 (C) The Owner shall install drainage pipes and enclose the existing drainage ditch fronting the Property and adjacent to Ocoee -Apopka Road in accordance with sound engineering practices as part of the initial development of the property. Section 7. Water and Sanitary Sewer Facilities. (A) The Owner acknowledges that water service is available to the Property. Any improvements, upgrades or connections to the water lines will be the sole responsibility of the Owner. Any improvements, upgrades or connections to the water lines shall be consistent with the City's utility master plans. The water supply must be design to accommodate fire flow demand. -3- Book8784/Page4413 CFN#20060506110 Page 3 of 10 (B) The Owner acknowledges that no sewer service is available to the Property. Any improvements, upgrades or connections to the sewer lines or lift station improvements will be the sole responsibility of the Owner. Any improvements, upgrades or connections to the sewer lines shall be consistent with the City's utility master plans. Septic tank installation in lieu of sanitary sewer service shall only be permitted at the discretion of the City. Section S. Notice. Any notice delivered with respect to this Agreement shall be in writing and be deemed to be delivered (whether or not actually received) when (i) hand delivered to the other party at the address appearing on the first page of this Agreement, or (ii) when deposited in the United States Mail, postage prepaid, certified mail, return receipt requested, addressed to the party at the address appearing on the first page of this Agreement, or such other person or address as the party shall have specified by written notice to the other party delivered in accordance herewith. Section 9. Covenant Running with the Land. This Agreement shall run with the Property and inure to and be for the benefit of the parties hereto and their respective successors and assigns and any persMne' orporation, or entity that may become the successor in interest to the Property or any pof. v -� Section 10. Reco on f A reement. The parties hereto agree that an executed original of this Agreements 1 orded by the City, at the Owner's expense, in the Public Records of Orange County, Flo ' City will, from time to time upon request of the Owner, execute and deliver letters ng �e ta�tus of this Agreement. \S' Section 11. Applicable w. s Agreement and the provisions contained herein shall be construed, controlled, anTito cording to the laws of the State of Florida. Section 12. Time of the Essence. Time is hereby declared of the essence to the lawful performance of the duties and obligations contained in this Agreement. Section 13. Agreement; Amendment. This Agreement constitutes the entire agreement between the parties, and supersedes all previous discussions, understandings and agreements, with respect to the subject matter hereof. Amendments to and waivers of the provisions of this Agreement shall be made by the parties only in writing by formal amendment. Section 14. Further Documentation. The parties agree that at any time following a request by the other party, each shall execute and deliver to the other party such further documents and instruments, in form and substance reasonably necessary to confirm and/or effectuate the obligations of either party hereunder. Section 15. Specific Performance. In addition to each and every remedy now or hereafter existing at law or in equity, the parties hereto expressly agree that City shall have the right to enforce this Agreement by an action for specific performance. Section 16. Attorneys' Fees. In the event that either party finds it necessary to commence an action against the other party to enforce any provision of this Agreement or ON.305M.1 -4- Book8784/Page4414 CFN#20060506110 Page 4 of 10 because of a breach by the other parry of any terms hereof, the prevailing party shall be entitled to recover from the other party its reasonable attorneys' fees, paralegal fees and costs incurred in connection therewith, at both trial and appellate levels, including bankruptcy proceedings, without regard to whether any legal proceedings are commenced or whether or not such action is prosecuted to judgment; provided, however, that notwithstanding the foregoing and without regard to the prevailing parry, the Owner shall bear its own attorneys' fees and costs and shall reimburse the City for its attorneys' fees and costs in connection with any proceeding in which the Owner seeks to challenge the validity or enforceability of any provision of this Agreement. Section 17. Counterparts. This Agreement may be executed in any number of counterparts, each of which shall be deemed to be an original but all of which together shall constitute one and the same instrument. Section 18. Cautions. Captions of the Sections and Subsections of this Agreement are for convenience and reference only, and the words contained therein shall in no way be held to explain, modify, ampli or aid in the interpretation, construction, or meaning of the provisions of this Agree Section 19. S ff any word, sentence, phrase, paragraph, provision, or portion of this Agreement ' or reason held invalid or unconstitutional by any court of competent jurisdiction, suc shall be deemed a separate, distinct, and independent provision and such holding sh qx a�f t the validity of the remaining portion hereof so long as the purpose and intent of thi en) c still be achieved. Section 20. Effective Date. eement shall first be executed by the owner and submitted to the City for approv a City Commission. Upon approval by the Ocoee City Commission, this Agreement shall be executed by the City. The Effective Date of this Agreement shall be the date of approval by the Ocoee City Commission. This Agreement shall be null and void and of no further force and effect in the event Ordinance No. 2003 - 57 [850 Annexation Ordinance] does not become effective or in the event an amendment to the Joint Planning Area Agreement which allows for industrial land uses on the Property, which JPA Amendment has been executed by both the City and Orange County, is not received by the City within one -hundred eighty (180) days from the date Ordinance 2003 - 57 [850 Annexation Ordinance] is adopted. 006.305840.1 -5- Book8784/Page4415 CFN#20060506110 Page 5 of 10 Section 20. IN WITNESS WHEREOF, the Owner and the City have caused this instrument to be executed by their duly authorized elected officials, partners, and/or officers as of the day and year first above written. Signed, sealed and delivered in the presence of: ,. ry). Print Name Karen M. Brown Print Namer r t STATE OF FLORIDA COUNTY OF 0 a I I HEREBY State and County HADLEY, as Trustee und" ( ] is personally known r identification, and that he ackno witnesses, freely and voluntarily, DD6.305M.1 this day, before me, an officer duly authorized in the acknowledgments, personally appeared RALPH V. ilgreement dated the 6'b day of February, 2002, who rl produced _ as \ utmg the same in the presence of two subscribing purposes therein expressed. WITNESS my hand and official seal in the County and State last aforesaid this _Tt- day of N Dy a -ice- , 2003. Signature of Notary Karen M. Brown Name of Notary (Typed, Printed or Stamped) Commission Number (if not legible on seal): My Commission Expires (if not legible on seat): IM " KAREN M. BROWN MY COMMISSION # DD 043360 r EXPIRES: July 16, 2005 Book8784/Page4416 CFN#20060506110 Page 6 of 10 FOR USE AND RELIANCE ONLY BY THE CITY OF OCOEE, RIDA. Approved as form this day of 3. FOLE R By: i City STATE OF FLORIDA COUNTY OF ORANGE 006.305840.1 CITY: CITY OF OCOEE, By:,:-5— <Y , S. Scott V Attest: r - ean Grafton, C., APPROVED BY THE C MIV MION AT A MEETING HEL6b1 . IS 2003 UNDER AGENDA ITEM NO. I HEREBY CERTIFY that on this day, before me, an officer duly authorized in the State and County aforesaid to take acknowledgments, personally appeared S. SCOTT VANDERGREff and JEAN GRAFTON, personally known to me to be the Mayor and City Clerk, respectively, of the CITY OF OCOEE, FLORIDA and that they severally acknowledged executing the same in the presence of two subscribing witnesses, freely and voluntarily under authority duly vested in them by said municipality. WITNESS my hand and official seal in the County and State last aforesaid thisto day of o , 2003. EaanSignature of Notary r�ruucw�.l. Mw eR COMMISSM t cc am EXPIRES: January 9, W +1 Q abwt+or."wtr.�a Name of Notary (Typed,Pfinted or Stamped) Commission Number (if not legible on seat): My Commission Expires (if not legible on seal): -7- Book8784/Page4417 CFN420060506110 Page 7 of 10 EXHIBIT "A" THE PROPERTY 850 OCOEE-APOPKA ROAD Commencing at the Northeast comer of the Southeast 1/4 of the Southwest 1/4 of Section 7, Township 22 South, Range 28 East Orange County, Florida; run South 466.62 feet to the point of beginning; thence run West 933.24 feet; thence run South 468.72 feet; thence run East 295.69 feet; thence run South 40.92 feet to a point 386.76 feet North of the South line of aforesaid Southeast 1/4 of the Southwest 1/4: thence run East 119.80 feet more or less the centerline of a ditch, thence run S 73°3041" E along said centerline of ditch, 325.69 feet; thence run N 00014'03" W, 241.86; thence run S 89°45'00" E, 206.44 feet to a point 535.28 feet North of the Southeast comer of Southeast 1/4 of the Southwest 1/4 of Section 7, Township 22 South, Range 28 East; thence run North eet to the point or beginning. Less Right of Way for Ocoee — Apopka Road. 006.305840.1 -8- Book8784/Page4418 CFN#20060506110 Page 8 of 10 EXHIBIT "B": ACCESS PLAN FOR THE M LTON WEST PROPERTIES Milton West Properties Access Plan 0 a O w w 8 O rn w X w 850 Iw '3 888 i� 531 I! 606 � � F N LLJ t _Z i II iq ' 1 ii E y 6 , 1� 7 Right In / Right Out Only i' Full Access ® Designated Intersection from Access Plan Cross Access Book8784/Page4419 CFN#20060506110 Page 9 of 10 14 MCI 7 —Q �_ WN alt- to, A n7L., TP, V-k' 11 w__rl Mr, ;3 lw ;"N rlsi a., 4 jk IL v wit Al 606 Address Numbers Access R W X CL NM 0 N 0 00 N m0 CIO3 0 Ui o, Nv 3 0 n 0N ne Ln 3 0 00N V1 3d iA t.LI kT_4N_ W-L s T Site Data TITLE Total Site Area = 9.85 acres TAX ID NUMBER 9.51 Acres once Add'I R/W Dedicated)07- 22 -28- 0000 -00 -021 Total Impervious Com=e: Supplementary Details ... Gross Building Area = 720 sf Ditch Bottom Inlets Types C, ... Pavement & Sidewalk Area = 3,270 sf BRIGHT HOUSE NETWORK Gravel Area = 212,886 sf Grave/ Area (Future Development) = 32,116 sf WA TFR CITY OF OCOEE Total Impervious Coverage = 245,002 sf =WASTEWA TER 5.62 Acres = 60X < 70q OK ON -SITE SEP77C SYSTEM STORMWA TER Total Non - Impervious Area = 3.70 Acres = 387.CITY OF OCOEE Utility Plan ST. JOHNS RIVER WATER MANAGEMENT DIS7RICT Total RV and Boat Storage Spaces = 206 WINTER GARDEN, FL. 34787 Total Office Building Area = 720 sf SOILS TYPE UTILITY N077FICA 770N Qc Zdfo Fine sand City °of Ocoee O ftoeso Fine &W Zoning Data Existing Zoning - 11 EXISTING VEGA TA TION Survey BRUSH do GRASS Front Building Setback (Ocoee - Apopka Road)- 50 Feet FLOOD HAZARD Side Interior Lot - 10120 Feet ACCORDING TO THE ORANGE COUNTY, FLORIDA FLOOD INSURANCE Rear Buildin Setback - 10 Feetg RATE MAP COMMUNITY -PANEL NUMBER DATED DEaMBER 6, 200a PHASE 16 ZQNM O' MOxlmum Bldg. Height - 35 Feet Dedicator of 30' of R/W along Maximum B /dg. Coverage = 307 x" AREA DE7FRM/NED TO BE OU73DE 500 YEAR FLOOD PLAIN Maximum Impervious Coverage = 7OX Landscape Buffer Setbacks Ocoee- Apopka Road Paved Parking, Loading Area, of the City of Ocoee Code. Storm Water Facilities Shall Maintain: THOMAS SCOTT WEST 10' Side & Rear As per 6- 14 C (2)- (b) -Buffer Can 10' Around Retention Ponds 5. Nothing herein shall be construed to waive any provision of the Land Development Code except to the extent ' 15' Along Ocoee- Apopka Road (Note: R/W to be Dedicated)SANITARY SEWER CITY OF OCOEE 877 -9983 (FAX)' 150 N, LAKESHORE DR, Final Parking Summg&OCOEE, FL, 34761 Required TEL, (407) 905 -3100 Spaces Total Spaces Required= 1 Space per 300 sf of Office WATER: CITY OF OCOEE 720 sf Office = 720/300 x 1 = 2.4 Spaces 150 N, LAKESHORE DR. 24. Nothing herein shall be construed to grant any development rights with respect to that portion of the property labeled hereon as "Future Development." The Owner shall be responsible for submitting an amended site plan for the entire OCOEE, FL, 34761 Total Spaces Required = 3 TEL, (407) 905 -3100 3 Total Paved Parking Spaces Will be Provided POWERi PROGRESS ENERGY 1 will be Handiggg 452 E. CROWN POINT ROAD thomasswest®hotmail.com WINTER GARDEN, FL 34787 foregoing, the City specifically reserves the light to reevaluate the stormwater needs D£ the entire 407) 905 -3300 FDOT STANDARDS INDEX TITLE Nn ex Number Baled Hay or Strw Barriers,102 Struct. Bottoms, Type J and P 200 Supplementary Details ...201 Ditch Bottom Inlets Types C, ...232 BRIGHT HOUSE NETWORK Geometry & Striping Plan 844 MAGUIRE ROAD 6 - 14 C - (3) - (a) OCOEE, FL, 34761 C4 407) 532 -8511 GAS LAKE APOPKA NATURAL GAS Utility Plan TELEPHONE SPRINT CODE SEC71ON Cl TA 110111 P.O, BOX 770339 PROPOSED STANDARD WINTER GARDEN, FL 34777 -0339 Cover Sheet 407 - 814 -5310 CABLE MR. MARVIN USRY o a e reel o 1 - 1 2 OBH in I Rear Area BRIGHT HOUSE NETWORK Geometry & Striping Plan 844 MAGUIRE ROAD 6 - 14 C - (3) - (a) OCOEE, FL, 34761 C4 407) 532 -8511 GAS LAKE APOPKA NATURAL GAS Utility Plan 1320 VINEL AND ROAD C5 WINTER GARDEN, FL. 34787 Ocoee and other applicable authorities for law enforcement, fire and other emergency services. The City may , TEL, (407) 656 -2734 UTILITY N077FICA 770N City °of Ocoee 407 -905 -3100 3. Each phase of the project will stand on its own with respect to public services (sewer, water, stormwater Brigh thouse Network 407 -532 -8511 Sprin t 800 -521 -0579 Sunshine 800 - 432 -4770 Orange County Public Utilities 407 - 836 -7221 KIRBY ENGINEERING, L. L. C. JOHN R. KIRBY, P. E., P. 0. BOX 770669 WINTER GARDEN, FL. 34777 (407) 877 -9400 CA F01 C Aug 15, A S__0 2005 Dx A P y ° 5 9 • Conditions ofAooroval WAIVER TABLE I Q W M CnzW f- W N DEMASTUS LANE an FRANKLIN STREET Q it O Q Ld Ld O O W. SILVER STAR ROAD iol M 15. In order to insure that as many existing trees as possible will be preserved, all road rights -of -way and retention areas will be flagged for review by the city prior to any tree removal. No clearing permits will be issued for site work or building construction until the trees to be preserved have been clearly marked with tree protection barriers. 16. No person shall undertake land clearing or the removal of any protected trees without first obtaining a permit from the Building Department. The removal of protected trees shall be 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 the trees on site. 17 All cro t'li d dr ' 1. The City of Ocoee`is subject to the.terms, provisions and restrictions of Florida Statutes, Chapter 163concerningmoratoriaontheissuanceofbuildingpermitsundercertaincircumstances. The City has no lawful CODE SEC71ON Cl TA 110111 CODE STANDARD PROPOSED STANDARD JUS7IFICA710N FOR WAIVER Cover Sheet authority to exempt any private entity or itself frpm the application'of such state legislation and noihing herein shallbeconstruedassuchanexemption.ArtIC/es, Section Shade Trees to be o a e reel o 1 - 1 2 OBH in I Rear Area Dedico of 30 of R/W along Geometry & Striping Plan C3 6 - 14 C - (3) - (a)to 3 - 1/2" OBH C4 Ocoee AApopka Rood Prev. Plan 2. This project shall be developed in one phase. Utility Plan C5 Site Landscaping & Ocoee and other applicable authorities for law enforcement, fire and other emergency services. The City may , L1 -L3 Site Irrigation Plan IR1 -IR2 l toted fr Public within Secure3. Each phase of the project will stand on its own with respect to public services (sewer, water, stormwater Survey 20. All entry features, walls, landscaping and side wallcs along all roads, as well as landscaping g ground the GG ed Ar ea management, access and other related services.Articles, Section 2gg ' La dsco a buffeer AlngO Apopka Reduce Landscape buffer Dedicator of 30' of R/W along 4. Except as specifically noted on this plan, development of this property shall be consistent with the requirements 6- 14- C- (2) -(b) -I to 15 feet Ocoee- Apopka Road of the City of Ocoee Code. APPLICANT'THOMAS SCOTT WEST 407) As per 6- 14 C (2)- (b) -Buffer Can 22. All stonnwater management ponds will be unfenced with maximum 5:1 side slopes into the pond 5. Nothing herein shall be construed to waive any provision of the Land Development Code except to the extent ' 888 OCOEE APOPKA ROAD OCOEE, FLORIDA 34761 407)877 -9983 (FAX)' be Reduced to 15 ft. when shrubs and groundcovers expressly set forth on a waiver table or explicitly set out on the plan. thomosswest®hotmail.com service is available. The development isreouiredto connect when sanitary sewer isavailable OWNER: comprise at /east 75X of the 407)427 -0955 24. Nothing herein shall be construed to grant any development rights with respect to that portion of the property labeled hereon as "Future Development." The Owner shall be responsible for submitting an amended site plan for the entire C/0 SWANN &HADLEY' P.Q. BOX 196 WINTER PARK, FLORIDA 32790 required buffer area. (See Sh. L1) 877 -9983 (FAX) 6. Any damage caused to Ocoee - Apopka Road' as a result of the construction activities related to the project shall thomasswest®hotmail.com foregoing, the City specifically reserves the light to reevaluate the stormwater needs D£ the entire be promptly repaired by the Owner to the applicable governmental standards at the Owner's sole cost and expense.Arti cles, Section 3 Un s Treetealfee!E71m 1note Understory Trees In tDedicator of 3Q' of R/W along regarding same. , 7. There shall be no access from the property to Ocoee- Apopka Road except at the approved locations ,shown on 6- 14 C- (2) -(c) -1 Per between parcels Isolated Rear Ocoee Apopka Rood this plan.Area / s Q /oted from Public within P.O. BOX 770669 407)877 -9983. (FAX) Gaat Secure Area Jkeng0earthlink.net 8. All finished floor elevations to be a minimum of 2' above the 100yr flood elevation.. SURVEYOR:ATLANTIC SURVEYING, INC.407 656 -4993 9. All existing structures (including buildings, power lines, existing'aerial and utility facilities) will beremoved• Articles, Section 6 p WN - LOT LAWWAPAQ One Tice Per 4 Spaces Waive Requirement Dedicaton of 30' of R/W along Ocoee - Apopka Rood and/or terminated prior to or during construction of the development replacing those uses.Ground Cover oust 50X GEOTECHNICAL ANDREYEV ENGINEERING, INC. 10. Development of this property is subject to that certain Development Agreement dated November 18, 2003 and 241 -0508 ° of Par*fng Lot Landscaped Areas ENGINEER: t ote IsSlated from Pub //c withinateeeureArea 352) recorded April 5, 2004 in Official Records Book 7374, Page 2859. 1 CLERMONT, FL 34711 thomosswest@hotmaii.com Green Arens Comprise 11. All legal instruments shall be provided to the City for approval prior to site plan approval.IOX of the Paved Arco 12. Existing trees 8' or larger (other than citrus trees or 'trash' trees ) located; alongg proposed locations of buffer walls or road right -of- -way lines will be preserved if at all possible, the walls and roads wjil be designed ' . ArtIC /es, Section Ali electric, cob /e, tel linesP Waive the Requirement for Dedicator of 30 of RW along around those trees to incorporate them into required landscape buffers and as street trees.6 14 C- (2) (m) - 1v located on - site and burying the existing e/ectrl wee Apopka Rood along Internal roadwo cable dt tale hone lines withinP 13. The existing grade will be maintained as much as ossible to reserve existingppg protected trees.shall be burled....Ocoee -A oka Road RP Existing System owned b various Public UtNtles; Costly 14. Removal of existing protected trees will be limited to clearing road right -of -way and retention areas as detailed and Ineffective to partial/ buryatonespotlocationIntheinthisplan. All existing protected trees on individual lots will be bvaluated at the time of site plan review for that existing overhead systemlot, to determine whether or not each tree needs to be removed. 15. In order to insure that as many existing trees as possible will be preserved, all road rights -of -way and retention areas will be flagged for review by the city prior to any tree removal. No clearing permits will be issued for site work or building construction until the trees to be preserved have been clearly marked with tree protection barriers. 16. No person shall undertake land clearing or the removal of any protected trees without first obtaining a permit from the Building Department. The removal of protected trees shall be 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 the trees on site. 17 All cro t'li d dr ' f INDEX OF SHEETS SHEET ss access, u r ty an amage easements shall be provided prat to or at the time of site plan approval, No. Cover Sheet C1 18. All utilities including electrical, cable TV, and telephone and including ;2E-EL existing overhead wipes shall be Notes C2 Geometry & Striping Plan C3 placed underground. Drainage Plan C4 Storm Water Poll.Prev. Plan 19. A perpetual, non - exclusive access easement over all internal areas is hereby granted in favor of the City of ' Utility Plan C5 Site Landscaping & Ocoee and other applicable authorities for law enforcement, fire and other emergency services. The City may , L1 -L3 Site Irrigation Plan IR1 -IR2 require that the owner execute an easement in recordable form with respect to the foregoing. LT1 Survey 20. All entry features, walls, landscaping and side wallcs along all roads, as well as landscapingg ground the ig a W retention pond shall be completed prior to issuance of the Certificate of Completion. P 21. The one public fire hydrant to be painted OSHA. yellow and the one private fire hydrant to be painted red, and a blue reflective marker shall be affixed to 'the street in the center of the lane closest to each hydrant. APPLICANT'THOMAS SCOTT WEST 407)427 -0955 22. All stonnwater management ponds will be unfenced with maximum 5:1 side slopes into the pond 888 OCOEE APOPKA ROAD OCOEE, FLORIDA 34761 407)877 -9983 (FAX)'23. On site septic system will be allowed, with a sanitary service installed and' capped until such time City sanitarythomosswest®hotmail.com service is available. The development isreouiredto connect when sanitary sewer isavailable OWNER:RALPH V. HADLEY, III, TRUSTEE 407)427 -0955 24. Nothing herein shall be construed to grant any development rights with respect to that portion of the property labeled hereon as "Future Development." The Owner shall be responsible for submitting an amended site plan for the entire C/0 SWANN &HADLEY' P.Q. BOX 196 WINTER PARK, FLORIDA 32790 407)877 -9983 (FAX)property prior to any development of such portion of the property. The amended site plan will be required to complywithallthen- existing regulations of the City of Ocoee rmless appropriate waivers are granted by the City at that time. Without limitingthethomasswest®hotmail.com foregoing, the City specifically reserves the light to reevaluate the stormwater needs D£ the entire property at the time such amended site plan is submitted to the City and impose revised or additional requirementsregardingsame. , ENGINEER:KIRBY ENGINEERING, L.L.C.407)877 -9400 6 JOHN R. KIRBY, P.E. P.O. BOX 770669 407)877 -9983. (FAX) WINTER GARDEN, FL 34777 Jkeng0earthlink.net SURVEYOR:ATLANTIC SURVEYING, INC.407 656 -4993 525 WEST PLANT STREET 407)565 -4437 (FAX) WINTER GARDEN, FLORIDA 34787 GEOTECHNICAL ANDREYEV ENGINEERING, INC.352)241 -0508 ° s ENGINEER:1170 W. MINNEOLA AVENUE 352)241 -0977 (FAX)CLERMONT, FL 34711 thomosswest@hotmaii.com f INDEX OF SHEETS SHEET TITLE No. Cover Sheet C1 Details & General Notes C2 Geometry & Striping Plan C3 Paving, Grading &Drainage Plan C4 Storm Water Poll.Prev. Plan C4A Utility Plan C5 Site Landscaping &Hardscape Plan L1 -L3 Site Irrigation Plan IR1 -IR2 Site Lighting Plan LT1 Survey S1 ig a W REVISED 11 -28 -07 I F-0W CL rnw io N 000 00 0 GENERAL NOTES 1. ALL CONSTRUCTION SHALL CONFORM TO THE CITY OF OCOEE STANDARDS AND SPECIFICATIONS AND TO THE FLORIDA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, MOST RECENT EDITIONS, SAID FOOT STANDARDS SPECIFICALLY INCLUDE. INDEX # 102 - "PROTECTION AROUND INLETS OR SIMILAR STRUCTURES" INDEX # 201 - SUPPLEMENTARY DETAILS FOR MANHOLES AND INLETS INDEX # 232 - TYPE "C" INLET 2. UNLESS OTHERWISE NOTED, ALL DISTURBED AREAS SHALL BE SODDED UPON COMPLETION OF CONSTRUCTION. 3. ALL PROPOSED GRADES SHOWN ARE FINISHED GRADES. 4. THE CONTRACTOR SHALL PROVIDE POSITIVE DRAINAGE OF THE SITE AS INDICATED BY GRADES AND FLOW ARROWS. 5. UTILITIES SHOWN WERE LOCATED FROM BEST AVAILABLE INFORMATION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFICATION ALL UTILITY COMPANIES AND FOR THE LOCATION AND PROTECTION OF ALL UTILITIES THAT MAY EXIST. SSOCOF FLORIDA LAW (F.S. 553.851) AND (F.S. 556) SSOCOF 1 -800- 432 -4770 (SUNSHINE STATE ONE CALL OF FLORIDA) PROTECTION OF UNDERGROUND PIPELINES MANDATES THAT "NO EXCAVATOR SHALL COMMENCE OR PERFORM ANY EXCAVATION IN ANY PUBLIC OR PRIVATE STREET, ALLEY, RIGHT -OF -WAY DEDICATED TO THE PUBLIC USE, OR GAS UTILITY EASEMENT WITHOUT FIRST OBTAINING INFORMATION CONCERNING THE POSSIBLE LOCATION OF GAS PIPELINESIN THE AREA OF THE PROPOSED EXCAVATION." THIS INCLUDES ANY OPERATION U11LIZING HAND TOOLS OR POWER TOOLS WHICH MOVES OR REMOVES ANY STRUCTURE, EARTH, ROCK, OR OTHER MASS OF MATERIAL BY SUCH METHODS AS DIGGING, BACKFILLING, DEMOLITION, GRADING, DITCHING, DRILLING, BORING, AND CABLE PLOWING. THE EXCAVATOR MUST NOTIFY THE GAS UTILITY A MINIMUM OF 48 HOURS AND A MAXIMUM OF 5 DAYS PRIOR TO EXCAVATING EXCLUDING SATURDAYS, SUNDAYS, AND LEGAL HOLIDAYS). TRENCH SAFETY CONTRACTOR SHALL COMPLY WITH OSHA TRENCH SAFETY STANDARDS 29 C.F.R., S. 926.650, SUBPART P, AND ALL SUBSEQUENT REVISIONS OR UPDATES ADOPTED BY THE DEPARTMENT OF LABOR AND EMPLOYMENT SECURITY AND WITH SECTION 553.62, FLORIDA STATUTES. 6. PRIOR TO CONSTRUCTION THE CONTRACTOR SHALL TAKE EXTREME PRECAUTION BY VERIFYING ALL ELEVATIONS, STRUCTURE LOCATIONS, PAVEMENT TIE -INS, CONNECTION TO EXISTING UTILITIES, CONNECTION TO EXISTING STORM STRUCTURES, ETC..., BASED ON THE FINDINGS THE CONTRACTOR MAY NEED TO MAKE ADJUSTMENTS IN ORDER TO MEET THE PLAN INTENT. 7. BOUNDARY AND TOPOGRAPHIC INFORMATION PROVIDED BY ATLANTIC SURVEYING.; (407) 656 -4993. 8. REMOVE ALL STRIPPINGS AND UNCLASSIFIED MATERIALS OFFSITE AND DISPOSE OF IN LEGAL MANNER. 9. FILL TO BE PLACED AND COMPACTED TO A MINIMUM 95% MAXIMUM DENSITY (PER AASHTO T -180) 10. JOHN KIRBY, CONSULTING ENGINEER, SHALL BE NOTIFIED IMMEDIATELY OF ANY PROBLEMS REQUIRING DEVIATION FROM THESE PLANS AND SPECIFICATIONS. 11. ALL PAVEMENT SHALL BE GRADED TO OBTAIN A MINIMUM GRADE OF 0.30% AND SHALL DRAIN POSITIVELY TO AREAS INDICATED. 12. CONTRACTOR SHALL PROVIDE AND COORDINATE PLACEMENT OF ANY REQUIRED UNDERGROUND CONDUITS NECESSARY FOR PLACEMENT OF UTILITIES (TELEPHONE, ELECTRIC, CABLE.. ETC.) AND THE SPRINKLER SYSTEM. 13. CONTRACTOR SHALL PROVIDE JOHN KIRBY, CONSULTING ENGINEER, WITH AS -BUILT INFORMATION ON THE FOLLOWING: LOCATIONS AND INVERTS OF ALL UTILITIES AND STORM STRUCTURES; AND PAVEMENT LOCATIONS AND GRADES. 14. IF DEWATERING IS NECESSARY THE CONTRACTOR SHALL NOTIFY ST. JOHNS RIVER WATER MANAGEMENT DISTRICT TO DETERMINE IF A PERMIT WILL BE REQUIRED. 15. THE EROSION & SEDIMENT CONTROL MEASURES DELINEATED ARE THE MINIMUM REQUIRED. ADDITIONAL CONTROLS SHALL BE UTILIZED AS NEEDED. 16. TRENCH BACKFILL SHALL MEET FDOT REQUIREMNTS FOR CLEAN SELECT BACKFILL. 17. PRIOR TO INSTALLATION OF THE BASE MATERIAL THE LICENSED GEOTECHNICAL ENGINEER THAT PREPARED THE DESIGN REPORTS SHALL DETERMINE THE NEED FOR SPECIAL BASE PROTECTION - (I .E. UNDERDRAINS PERFORM DENSITY TESTING, CONFIRM PROPER BASE UNDERLAYMENT CONFIRM SELECT BACKFILL, ETC.. RECOMMENDATIONS REGARDING BASE PROTECTION SHALL BE SUBMITTED TO THE ENGINEER OF RECORD IN WRITING. 18. GEOTECHNICAL INFORMATION PROVIDED BY ANDREYEV ENGINEERING, INC. 352-241-0508 USE NON- PERFORATED SNAP END CAP RECESSED 4" DIA. PIPE FOR IN CONCRETE PAD CLEANOUT EXTENSIONS 12" DIA. X THICK CONCRETE PAD r NOTE.- N. f CLEANOUT TO BE PLACED AT HIGH POINTS & NOT TO EXCEED 400 FOOT INTERVALS 6 -INCH DIAMETER UNDERDRAINS 4" - 45' WYE FILTER SAND END OF LINE & IN LINE UNDERDRAIN CLEANOUT DETAIL UNDERDRAIN CLEANOUT 5.5' i' CONFINING I LAYER 6" SOCK WRAPPED PERFORATED DRAIN PIPE A 0.20% SLOPE ADS N -12 (DOUBLE WALL- SMOOTH INTERIOR) W,-SOIL TIGHTTT JOINTS 3" SPACING BETWEEN PEl,'FORATIONS I , PROPOSED UNDERDRAIN SYSTEM TO BE INSPECTED FOR PROPER OPERATION ON AN ANNUAL BASIS AND BACKFLUSHED AND CLEANED AS NECESSARY TO I ENSURE PROPER FUNCTIONING. 1 I TYPICAL UNDERDRAIN SECTION I N.T.S. (. s e 4 9 4 A • ° 4 . METALLIC LOCATING TAPE FINISHED GRADE FINISHED GRADE RESTRAINED DI -PIPE SEE RESTRAINED : PIPE DRAINAGE PIPE TABLE FOR RESTRAINED El" MAX. LENGHTS r PVC WATER MAIN OR FORCE MAIN ° DUCTILE IRON WATER MAIN 1 " MAX. ' MEIAL -LTC LOCATING WIRE DEG ELBOW RESTRAINED JOINTS (tYP.) a NOTES: NO JOINTS a 1. THIS METHOD TO BE USED WHEN INSUFFICIENT COVER EXISTS TO ALLOW UTILITY PIPE TO CROSS ABOVE STORM SEWER WITH 18' VERTICAL SEPARATION AND MAINTAIN 36' MIN. COVER TO FINISHED GRADE. 2. SUBMIT SHOP DRAWINGS FOR EACH PARTICULAR snimiiON. NOTES: 3. ALL RESTRAINED JOINTS. No THRUST COLLARS TO BE USED WITH THIS 1. PVC PIPE SHALL REQUIRE . INSI1A`ltD_ ALLIC LOCA WE METHOD. or 2. LAND SHALL BE CO PPER) ABOVE TH CENTERLINE OF THEPIPE,' _ ' LOCATING WIRE'SHALL 1ERMINATE AT THE TOP OF EACH VALVE BOX UTILITY TRANSITION DETAIL 3. AND BE CAPABLE OF EXTENDING 12' ABOVE TOP OF BOX IN SUCH A' t0 MANNER SO AS NOT TO INTERFERE: MM VALVE OPERATION. USE DUCT TAPE AS NECESSARY TO HOLD WIRE DIRECTLY ON THE TOP OF THE PIPE. PIPE LOCATING WIRE DETAIL W< as on SiteNoted ' Site Plon1/4" R 4 a Light Broom Stroke Finish Finish Grade 6 a p r Finish Grade 6" FDOT 157 Stone Spacing: WIdth of Sidweolk < • or Crushed Concrete DUMMY GROOVE O a WALK SECTION , •. 12 . 1/4" R. 4" Min. 3000 psi Concrete ` r 1/4° 1/4" R.I Expansion Joints 40' -0" O.C. Max. Provide at Every Sidewalk Intersection 20'-0" O.C. Max. or 112 Compacted Subgrade CONSTRUCTION JOINT Length of iWa/k CONSTRUCTION JOINT z 6 " x 16" CURB DE TAI FLUSH SIDEWALK ,DETAILS N. TS. N. T.S. 4 , a S -4 " 2" 11" 11" 2" Mti°° 2 " 2CI - G to-in 21 r V-0 2j O_ e 0 0 0 CL l M _ L OOS M N O $" $" a O G-O " X, PLAN 1 -•I --i lift E TYPE C in En i2 51 2. -0» a 5 j. Approx. Weight 235 Lbs. Grate o - 2" CI. Eye Bolt See Index 201 N a -'4 BarsC 12" Ctrs: Grout 4 SECTION Pei Ft. TYPE C 4 , Recommended Maximum Pipe Size: Note: Grout to consist of 3 :1 Sand - Cement Mixture or any Class Concrete. 2' -O" w611 Pipe FOR ALL STRUCTURES UNLESS EXCLUDED BY SPECIAL DETAIL 3' -V Wall -24" Pipe DRAINAGE STRUCTURE INVERT INLETS In Z 0 Cn w 0_ IN W 9 POND BOTTOM EL.1111 24"Min. 11' t V Z n V ) W y O r-) Z cn 8d LLJ g" Q T MINA UM z Wm 5.5' i' CONFINING I LAYER 6" SOCK WRAPPED PERFORATED DRAIN PIPE A 0.20% SLOPE ADS N -12 (DOUBLE WALL- SMOOTH INTERIOR) W,-SOIL TIGHTTT JOINTS 3" SPACING BETWEEN PEl,'FORATIONS I , PROPOSED UNDERDRAIN SYSTEM TO BE INSPECTED FOR PROPER OPERATION ON AN ANNUAL BASIS AND BACKFLUSHED AND CLEANED AS NECESSARY TO I ENSURE PROPER FUNCTIONING. 1 I TYPICAL UNDERDRAIN SECTION I N.T.S. (. s e 4 9 4 A • ° 4 . METALLIC LOCATING TAPE FINISHED GRADE FINISHED GRADE RESTRAINED DI -PIPE SEE RESTRAINED : PIPE DRAINAGE PIPE TABLE FOR RESTRAINED El" MAX. LENGHTS r PVC WATER MAIN OR FORCE MAIN ° DUCTILE IRON WATER MAIN 1 " MAX. ' MEIAL -LTC LOCATING WIRE DEG ELBOW RESTRAINED JOINTS (tYP.) a NOTES: NO JOINTS a 1. THIS METHOD TO BE USED WHEN INSUFFICIENT COVER EXISTS TO ALLOW UTILITY PIPE TO CROSS ABOVE STORM SEWER WITH 18' VERTICAL SEPARATION AND MAINTAIN 36' MIN. COVER TO FINISHED GRADE. 2. SUBMIT SHOP DRAWINGS FOR EACH PARTICULAR snimiiON. NOTES: 3. ALL RESTRAINED JOINTS. No THRUST COLLARS TO BE USED WITH THIS 1. PVC PIPE SHALL REQUIRE . INSI1A`ltD_ ALLIC LOCA WE METHOD. or 2. LAND SHALL BE CO PPER) ABOVE TH CENTERLINE OF THEPIPE,' _ ' LOCATING WIRE'SHALL 1ERMINATE AT THE TOP OF EACH VALVE BOX UTILITY TRANSITION DETAIL 3. AND BE CAPABLE OF EXTENDING 12' ABOVE TOP OF BOX IN SUCH A' t0 MANNER SO AS NOT TO INTERFERE: MM VALVE OPERATION. USE DUCT TAPE AS NECESSARY TO HOLD WIRE DIRECTLY ON THE TOP OF THE PIPE. PIPE LOCATING WIRE DETAIL W< as on SiteNoted ' Site Plon1/4" R 4 a Light Broom Stroke Finish Finish Grade 6 a p r Finish Grade 6" FDOT 157 Stone Spacing: WIdth of Sidweolk < • or Crushed Concrete DUMMY GROOVE O a WALK SECTION , •. 12 . 1/4" R. 4" Min. 3000 psi Concrete ` r 1/4° 1/4" R.I Expansion Joints 40' -0" O.C. Max. Provide at Every Sidewalk Intersection 20'-0" O.C. Max. or 112 Compacted Subgrade CONSTRUCTION JOINT Length of iWa/k CONSTRUCTION JOINT z 6 " x 16" CURB DE TAI FLUSH SIDEWALK ,DETAILS N. TS. N. T.S. 4 , a S -4 " 2" 11" 11" 2" Mti°° 2 " 2CI - G to-in 21 r V-0 2j O_ e 0 0 0 CL l M _ L OOS M N O $" $" a O G-O " X, PLAN 1 -•I --i lift E TYPE C in En i2 51 2. -0» a 5 j. Approx. Weight 235 Lbs. Grate o - 2" CI. Eye Bolt See Index 201 N a -'4 BarsC 12" Ctrs: Grout 4 SECTION Pei Ft. TYPE C 4 , Recommended Maximum Pipe Size: Note: Grout to consist of 3 :1 Sand - Cement Mixture or any Class Concrete. 2' -O" w611 Pipe FOR ALL STRUCTURES UNLESS EXCLUDED BY SPECIAL DETAIL 3' -V Wall -24" Pipe DRAINAGE STRUCTURE INVERT INLETS In Z 0 Cn w 0_ IN W 9 U J W O W J o V Z n V ) W y O r-) Z cn 8d LLJ Q Q 0ry Z_ O zWm 00 CD oz z Q W 3 o Lt_ V 0 ry v i z C Q W Q I-S n W U J J o CD o z_ m LL] LLJ Z_00 CD r z w z o 1 1 1 ry wowk 8 -16 -D5 IDATE C2 SHEET SET TOP OF VALVE BOX TO FINISHED GRADE FINISHED GRADE --, SEE NOTE 2 --- RESILIENT SEAT M. J. GATE VALVE WATER MAIN OR RECLAIMED MAIN V BEDDING ROCK CONCRETE COLLAR ISEE ILLS) ADJUSTABLE SCREW Tl CAST IRON VALVE BOX SEE NOTE 1) 2" LOCATE WIRE PIPE BOX SHALL REST ON BEDDING ROCK NOT ANDVALVE ORB CENTERED ON OPERATING NUT NOTES: EXTENSIONS SHALL BE MANUFACTURED EXTENSION USED FOR VALVE BOX INSTALLATION. EXTENSION SEGMENT LENGHT DETERMINED BY OCOEE INSPECTOR. 2. THE ACTUATING NUT FOR DEEPER VALVES SHALL BE EXTENDED TO COME UP TO I FOOT DEPTH BELOW FINISHED GRADE WITH TWO SET SCREWS OPOSITE OF EACH OTHER ON ACTUATOR. GATE, VALVE AND BOX DETAIL M 4W) POTABLE WATER MAIN T Z RECLAIMED WATER MAIN z z U) SEWER (GRANITE OR FORCE MAIN) 1. A MINIMUM HORIZONTAL SEPARATION OF 5' (CENTER TO CENTER), OR 3' (OUTSIDE TO OUTSIDE), WICHEVER PROVIDES THE GREATEST OUTSIDE TO OUTSIDE SEPARATION, SHALL BE MAINTAINED BETWEEN RECLAIMED WATER LINES AND EITHER POTABLE WATER MAINS OR WASTEWATER MAINS. 2. SMALLER HORIZONTAL SEPARATION DISTANCES ARE ALLOWED IF ONE OF THE FOLLOWING CONDITIONS ARE MET' A) THE TOP OF THE RECLAIMED WATER LINE IS INSTALLED AT LEAST 18 BELOW THE BOTTOM OF THE POTABLE WATER LINE. B) THE APPLICANT PROVIDES AN AFFIRMATIVE DEMOSTRATION IN THE ENGINEERING REPORT THAT ANOTHER ALTERNATIVE WILL RESULT IN AN EQUIVALENT LEVEL OF PROTECTION. 3. A MINIMUM HORIZONTAL SEPARATION OF 10' (CENTER TO CENTER), SHALL BE MAINTAINED BETWEEN WASTEWATER MAINS AND POTABLE WATER MAINS, UNLESS D.I.P. WATER MAINS ARE USE, FOR WICH A 5' SEPARATION IS ALLOWED. FIG. 112) MINIMUM HORIZONTAL SEPARATION REQUIREMENTS FOR POTABLE, RECLAIMED, AND WASTEWATER MAINS W D_ rnN M 00 cp tn 0 3 v 0 a 0 M Of H I 0 I 000 W Ln0 1 in00 i oP Y 0mc 0 0 n x x x x 46 , ° ti W x x x x x - W00 FEN C m , 0 z 45 LD TOE OF SLOP x x N (TYP'CAL) N I I C m I I J L0 10 TOP OF B K I I I ( I I 45° N M ul ao I (TYPICAL ffice I ( N a 23 , x 30' `', 1 x I I I I I I I N 60' I 12 I I 15 8c a RV BOAT STORAGE AREA 5 Sidewalk x x I - I : o .I I I I I (SOD)V of West Orange III ° ? wo x ( I I I ( 30 45 '` 4 2- S n i Gates _¢ 0. Girls Club Driveway rains e t To Is ' f w Kn S ur or 100' _ N I - I ti ` 26.00' ose en to 1Ih I I I I I I o a ti me hic Ac esi. eicat 0 oee r 22 Q e t eet) N . .\ o I Z I I I I o f XQ0icyx I I • ca N Q a s R tents n g N -' 6' jCro I 6„ x x I IPod ( I m a j Stop Bar 8c x ` ( , •::., X ^ oo 22 Stop Si gn .;o , h A ZONING 0 UNINCORPORATED I 45° , I 130.5' I m ;;. ti . ` 7 o ORANGE COUNTY c , I CO 30 ' 2 , lc 4 . NN SITE BENCHMARK #1 BOAT STORAGE AREA I N5 , TOP OF 1 /2" IRON ROD WITHRV & x I I CAP MARKED LB6915 I I N SOD I i 0 ELEVATION 122.44 o I I N-" 2 x ( k x ( > o e CL oV QUO Ln 0 15' ' O ° LLmI45° n -°I II FOUND / "IRON ROD H H `L `l 7' of - wrI0CAPMAEDPLS400LL = N x 7 ., x x x I J `L rL " ° vN\ N z Q -' x ' a Concrete z ° °x x ° S 8b I ¢, x x x x x __ o q 70 J. ' 88 °¢3'6,,, 206.53' 56' \ 1 ll< x 7' LOL x 45° NOT LINES INDICATED ON ''THIS SHEET ARE t6" ° I o 0° z " o i+ x FOR INFORMATIONAL PURPOSES ONLY AND I 54" O ter_ ` \ ARE INTENDED TO ASSIST THE OWNER IN x I Crossd- I' 30' C ° 4 x L,_ I. w D a - w , ( LAYOUT OF THE AREA FOR THE STORAGE OF MAN x RV'S AND BOATS. THESE LINES WILL NOT BE ACC @SS Easement 13 „ ' f I o . 0 o o LIz- Q oPAINTEDONTHESODSURFACE. N I z W l o Not Included --_ ° - ` x N I • a za- (Z 45. ` Fu re o o k k 41.8 o e Dever n zo ° o N q dg I ; pm en t CRY OF OCOEE t! k_ BARN ry re •_O I Lv TS '' ftft \ k ZONE X 13" rs ra \ k ry ( 1 N ti N 88 °46'33 E 78.04' , > \ \ p5\ x °5 \ 10' a ° o• re ZONE A \ d P ` L ZONE X . -- ZONE A I re re Cope x 36" 11 ZONING re C/ ff @• k \ kCITYOFOCOEEreI I N 88 °46 33" E ° `g ,• I x 34" , re re \ X \\ x xI17.. 80 \ rs T ` k I CY re a k \ 25" t rs X 0 I Q L T& 79 N-) QPj EXISTING "NORTHWEST" DITCH - ; A Drainage Easement s \ Ix To B•e- Dedicated ,r° o O / fhe City of Ocoee 0626"' re r (b 0 L.\ N 4 m A 1 ZOMNS re \ \ N \ ` O Nc' - F CITY of 0c0E v ` x N x LIMITS OF FLOOD ZONE PER FIRM MAP NUMBER \ 2N ` 1b o12095CO210E, DATED DECEMBER 6, 2000. E A irN i Ia oli) . Se of ° a c p 4 - f__I___See ° of Driveway 1 w 2 7r7P POR77ON OF SIGN SHALL HAVE A REFLEC70RIZED CD BLUE BACKGROUND W17H P117E REFLECTORIZED LEGENDloom Stop Bar to be BORDER FOUND 4 "X4" CONCRETE 3. BOTTOM POR77ON OF SIGN SHALL HAVE A REFLECTOR12ED Traffic White W 117E BACKGROUND W17H BLACK OPAQUE LEGEND & BORDER 0 I n 1IA2 A ONE N HANDICAP SIGN REQUIRED FOR EACH HANDICAP MONUMENT NO# FENCE CORNER 0.7' N.Al ZONING UNINCORPORATED ONLY N r 2 -4" WIde 6. PROWD£ MOUN7ED SIGN AT EACH HANDICAPPED PARKING ORANGE COUNTY 30 Cross ti x x I EDGE F PAVEMENT R1 -1 UNP 7EDLA7 Al ZO UNINCORPORATED v Access Easeme VINYL FENCE STOP SIGN Nx z a EXISTING "NORTHWEST" DITCH ORANGE cou N7Y o SIGN 3: 13'2 Add'I t0 z 9S88 °x,325 _ — z S 88 43.47'60' P.O.L. 0 — — — — — — 88 °13'25' W 834.69' (TO P.0- — — x 1 Landscape Buffer x x x x s x x x x 10' Landsca a uffer r x ; I ti'I ' '' NI tiI H ff R/W Section W D_ rnN M 00 cp tn 0 3 v 0 a 0 M Of H I 0 I 000 W Ln0 1 in00 i oP Y 0 mc 0 0 n x x x x 46 , ° ti W x x x x x - W00 FEN C m , 0 z 45 LD TOE OF SLOP x x N (TYP'CAL) N I I C m I I J L0 10 TOP OF B K I I I ( I I 45° N M ul ao I (TYPICAL ffice I ( N a 23 , x 30' `', 1 x I I I I I I I N 60' I 12 I I 15 8c a RV BOAT STORAGE AREA 5 Sidewalk x x I - I : o .I I I I I (SOD)V of West Orange III ° ? wo x ( I I I ( 30 45 '` 4 2- S n i Gates _¢ 0. Girls Club Driveway rains e t To Is ' f w Kn S ur or 100' _ N I - I ti ` 26.00' ose en to 1Ih I I I I I I o a ti me hic Ac esi. eicat 0 oee r 22 Q e t eet) N . .\ o I Z I I I I o f XQ0icyx I I • ca N Q a s R tents n g N -' 6' jCro I 6„ x x I IPod ( I m a j Stop Bar 8c x ` ( , •::., X ^ oo 22 Stop Si gn .;o , h A ZONING 0 UNINCORPORATED I 45° , I 130.5' I m ;;. ti . ` 7 o ORANGE COUNTY c , I CO 30 ' 2 , lc 4 . NN SITE BENCHMARK #1 BOAT STORAGE AREA I N5 , TOP OF 1 /2" IRON ROD WITHRV & x I I CAP MARKED LB6915 I I N SOD I i 0 ELEVATION 122.44 o I I N-" 2 x ( k x ( > o e CL oV QUO Ln 0 15' ' O ° LLmI45° n -°I II FOUND / "IRON ROD H H `L `l 7' of - wrI0CAPMAEDPLS400LL = N x 7 ., x x x I J `L rL " ° vN\ N z Q -' x ' a Concrete z ° °x x ° S 8b I ¢, x x x x x __ o q 70 J. ' 88 °¢3'6,,, 206.53' 56' \ 1 ll< x 7' LOL x 45° NOT LINES INDICATED ON ''THIS SHEET ARE t6" ° I o 0° z " o i+ x FOR INFORMATIONAL PURPOSES ONLY AND I 54" O ter_ ` \ ARE INTENDED TO ASSIST THE OWNER IN x I Crossd- I' 30' C ° 4 x L,_ I. w D a - w , ( LAYOUT OF THE AREA FOR THE STORAGE OF MAN x RV'S AND BOATS. THESE LINES WILL NOT BE ACC @SS Easement 13 „ ' f I o . 0 o o LIz- Q oPAINTEDONTHESODSURFACE. N I z W l o Not Included --_ ° - ` x N I • a za- (Z 45. ` Fu re o o k k 41.8 o e Dever n zo ° o N q dg I ; pm en t CRY OF OCOEE t! k_ BARN ry re •_O I Lv TS '' ftft \ k ZONE X 13" rs ra \ k ry ( 1 N ti N 88 °46'33 E 78.04' , > \ \ p5\ x °5 \ 10' a ° o• re ZONE A \ d P ` L ZONE X . -- ZONE A I re re Cope x 36" 11 ZONING re C/ ff @• k \ kCITYOFOCOEEreI I N 88 °46 33" E ° `g ,• I x 34" , re re \ X \\ x xI17.. 80 \ rs T ` k I CY re a k \ 25" t rs X 0 I Q L T& 79 N-) QPj EXISTING "NORTHWEST" DITCH - ; A Drainage Easement s \ Ix To B•e- Dedicated ,r° o O / fhe City of Ocoee 0626"' re r (b 0 L.\ N 4 m A 1 ZOMNS re \ \ N \ ` O Nc' - F CITY of 0c0E v ` x N x LIMITS OF FLOOD ZONE PER FIRM MAP NUMBER \ 2N ` 1b o12095CO210E, DATED DECEMBER 6, 2000. E A irN i Ia oli) . Se of ° a c p 4 - f__I___See ° of Driveway 1 w 2 7r7P POR77ON OF SIGN SHALL HAVE A REFLEC70RIZED CD BLUE BACKGROUND W17H P117E REFLECTORIZED LEGENDloom Stop Bar to be BORDER ry 3. BOTTOM POR77ON OF SIGN SHALL HAVE A REFLECTOR12ED Traffic White W 117E BACKGROUND W17H BLACK OPAQUE LEGEND & BORDER 0 I n 1IA2 A ONE N HANDICAP SIGN REQUIRED FOR EACH HANDICAP N PARKING SPACE ONLY 5 PER FD, 0. T. -INDEX N0. 17355 r N 2 -4" WIde 6. PROWD£ MOUN7ED SIGN AT EACH HANDICAPPED PARKING 250 FINE Traffic Yellow SPACE (SEE PLAN FOR LQCA710NSJ. SETON NAME PLAlE F.S 316.008(4) Stripes R1 -1 ry v 30" x 30" STOP SIGN DETAIL N. T.S. a 4' -0" MIN. HANDICAPPED PARKING jFfy NOTES" 1. ALL LET7ERS ARE 1' SERIES C w 2 7r7P POR77ON OF SIGN SHALL HAVE A REFLEC70RIZED CD BLUE BACKGROUND W17H P117E REFLECTORIZED LEGEND Q BORDER ry 3. BOTTOM POR77ON OF SIGN SHALL HAVE A REFLECTOR12ED PARKING BY W 117E BACKGROUND W17H BLACK OPAQUE LEGEND & BORDER DISABLED n 1IA2 A ONE N HANDICAP SIGN REQUIRED FOR EACH HANDICAP PERMIT PARKING SPACE ONLY 5 PER FD, 0. T. -INDEX N0. 17355 r N 6. PROWD£ MOUN7ED SIGN AT EACH HANDICAPPED PARKING 250 FINE d SPACE (SEE PLAN FOR LQCA710NSJ. SETON NAME PLAlE F.S 316.008(4)CORP. SAl222E 12' x 18' EMBOSSED Snn OR EQUAL ry v 7. PAINT SYMBOL & LE77ERING ON PAVEMENT W17H 7HERMO 12' PLAS77C PA1Nr a l CA P SYMBOL &SIGN N. TS k HANDICAP SPACE DE TA l N. T.S. 1 a) a3 m 3 L'IN O II Q U U7 NOTE: 1. THE U -IRON SHALL BE OF ASTM DESIGNATION A499 -74 W/ MIN. Wr. OF 2 LBS. PER FOOT W /5% TOLERANCE. 2. HEIGHT OF SIGN SHALL BE IN ACCORDANCE WITH SECTION 2A -23 OF THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD). 3' BLACK SQUARE TUBING TOP OF SIGN TO MATCH TOP OF 1 POST. 0 h SIDE VIEW L, 2-.J\\- CONC. BASE MIN. HANDICAP SIGN MOUNTING DETAIL N.T.S. LEGEND Exis tin g Con tours Lot Number 57 Water Maim AIM Force Main FM Limits Of Pond h' lli6' lul' iIV' lidIIPtlIIIIIIIIV,ti VIIIiV' llllulllllllllVNiIINVlilllllihlil illilIIklPltl'VhnIIIN z Q w CD n Q ry U o0 n U") C F__ Qm r N m d Li ry ry v o cn a w 0 3: 00 z I\ W z O O M S 41 Q)0 a)W E U)E E O v v U N NU 0 0 U U 00N O U O 0 0 o r, O N NI 00 I I r CI 00 I L CL Q Q N CL 0 0 m a 0 0 O W f r_ 0 00 I i I CD 00Q 0 N N I I o O d- z Q w CD n Q ry 0 o0 n U") ry F__ Qm r m d ry ry w o cn III w 0 3: U n D O z_d- r G) W r W 00 z I\ W z O O M S seffli'm JK DRAWN 10/15/05 DATE C3 SHEET_ r w M EL rn N M 0 0 0 0 rn 3 v a ml a 0 m �s m 0 0 0 i N In 0 �n 0 0 i rn Y rn 3 0 w 8 rip d-VIV11VIa ��� h X tivut uuKivtr� u.i Iv.NUNINCORPO ED �NN ��NCO•\ORANGE goa'NTY 30' Cross X x '\` �` IEDGE OF PAVEMENT X VINYL FENCE I `L' �•Al ZONING U/�/PLA77ED fX, X X Const. Enclosed Access aseme �' N � N ` UNIN ORPORATED o o' Dum stet Pad x /- 30' Add') BAHIA SOD �� » ORAN COUNTY ��� X X '�`l P 1\`L� , C„ / (See Detail -Sheet L1) ,--I _ s S° 1 °2_ w R W to EXIS ING NORTHWEST DITCH I _ _ _ » ' -1 _ ��1 l - 43,47, u on r tX 5' 88° 325 8d9.69 �� _ _ - - , °free 60 _ _ - - 1 Q;' Landscap�Buffer . xXi "\tip ..,Half R/W 10 N . X x a - - - S 8 13 25 W 8 4.69' (TO P.O.L.) M 3t,,. 's U „• i.�.!. 6r �� I 11 I y� l V n.) �I t P.O.L. ^`ti'- _ �; - _ - x ���` 10'� `andsca a Buffer, x ;J t: v �4 �: O. ;� �o �, �`L v- .� V �' I �`L' Section. p e Cant ocfed fo 989' x - ti4 i if 1i ?4 ,a ,I: ,I,. ,a• '�p�•\0"" C1 r 'I• v: ,I: I,,, .l: ,I• .I,. �,a, v •.I: Hr •e= •IF •rr ,I: ,I. '� `� 12" SubgrfJd p / x x x v ,: ;rrWO' DENGE ,, m Maximum Density (AASWTO T180%xx�� yr I ' ( 1 - - ---' �f '� 'r .J: ,, .I• .I' .6. • ,Jr �,j,. rj,,, ,6. .,I. ,,,• x: � 60' 3J _ �fT"' Top 6" StabIlized to Min. FBV 50 psi ,: q,r *Ir dr is ,I: ,.0 ,V ^ ,1. ,.v .J,.,b,I;,i,µ•,:V,121. L •,.Ir,11 122.E ( CL'"- G�20.1 ' SOD PA VEMEN r StOTION Xy' ,fr ,V wyr ,Ir .,4: ',,; .I, ,il I .,I: ,6. ,Ir ,1; ,Ir „I, •''r Jr ^.Ir ,V N .I,, ,,i. ,,,.. ,1: ,I: ,1. .y„ y: ,Ir •.I: ',I.• •Ir ,I,: ,I.• y, ,Ir ,,I, A, ,Ir •I.. ,Id J f (1 I/'t- I ' �. '.r v✓ ,1.. ,.1. •la •,6^ ... IA - '\ ri M�J V i� T _^ .I., .I,, •J: .4, ,d, ',1.• y+ '..I: ,Ir ,y ,y. .I: ..1+ ,Ir ,I. .U. O ,,I. yr. .I.. ,.I.' "✓,•�---yc-- ^�}+ ',I.' 'yr ,I. ,I:NN'\ ,6. ,. X Y13 " ' n J ( W TOE OF SLOPE '1, o' V V C4 - ,` - - L - / ',I: •t: r. 'd• y:+ 'Ln ,I• yr O.: .,r ,. ,1.. .{O „r ,V •.1, y^ .6r �0+... ,y ,.I. .4. V ,V •A, ,.I: .U. ,rr' µ•J( ,,r. .y. 31: ,Ir X .. Ix ( C �0 (TYPE / J.+ Ir• J: NJ�cb• w• yr��' J, o- a X m' 6. xy, , ,' yr r v „ in J: w y J: J, v+ „ m• y.. XXX r x ,I. •,F+ a ,p ,Ir ,L+ ,lr •,Ir ° •Ir ,V r ,Ir ,4• dr ,b ,.I ,� ,r J.• •,Iv ,Ir v r ,6• •L ,1 •d• ,V ... I I • I '� --, -onst. °�1'vu. N-1ILid nd Section `, rn C .' JJ _ I I ( ( I Ir�vr .r1 .00 (See et il-This.;r Sheet)° 1 ' TOP O F B,Ar-K. I I 1 ,1,• ,1, y,. ,,,. •Ir' J , ; , r. I 'aa ryl u iar- N ,�, � I ( •�. N � (TYPICAL u „•/ yr face iv r-� h ,Ir � .,1- r ,6. •.L. ,b O •.Ir -Jr b' *I ' .. ,.I•. ,' .. n 7" `\ 5' I J• 6 I� + �/ I t'i 9 I,` (.120. L.r I ���/// X N•d: \lr• (�� V Ji rLr ,I, N. ,b. ,y. .Jr ,.o- rr V ..._ FF�Z�. 1O .I J t i-`"'„r• `_- ,. J,, w' r ( 1 '7 f7 5 ,Ir 23.60 ^�I ( ��� I I "< <p Min_ 6' Thick • x �?C ..4 •6• ,U `U •,V 'J• ^,Ir- - ,:r •.Ir •,I.: ,.I+ ,,: ,Ir ,,: ,6r .,r .,,. .{, ,Ir IV ,er ..11 'J,r y, .' � o � h I I I, r• r, � • � I I �'; '� '`' Cold Pave Asphaltic Concrete ' I �?S v y �j „ v: 'a.+ 'Ir v y. „r v � v „r � � ,I+ ;,,5' ,.!.S�dpiwQlk T ` "� `L I N I f I p�2JJ0 ,�, o „ AT STQRAGF o+ +R'EA , 'V �. ti'x �' / '� O \ ,\ \` f qr ,4' �M ^b .,b d,, ,: .I,• ,I U �G 'J w _RV•.I• WL• ,I T 1., ,4. „ C,\ ,J,. ,L, ,A„ ...I. ,L, ",Ir �� I ;I r� V '� \\ I b Min. IX 10 P C JH,0A'6ER' PIPE 1' yr. „ x J: ,, k Ir r A, ,I: 123 80.1. . . .. �{ 'J• ,: ,J: •,6• ,A: g. ,Ir .Ir. „ ,J, ,,,,. .,,,. ,,,, y.• Q, q, .,I, +Ir .: wr(SIo®) ✓ ',4' ,: '.0 •Jr , ,,L: ,. •Jr �,d, ° r:-.- •�'I 1:� .� •'� .... �� _ •Y 12�./. `fV� ' 123.30 I','I,;IIIIIIIIII,;GIh;'I{II JII I;J;I /: M.E.1 �_ //./� .I, •,6r 'd:• 'J+ "Ir ,1, .V •yr ,I.: „ r ,: +,r rN Hr' '.I+' •.,r ,, +,I 'I,r J: ., I ',U •Jr •.6• � v •y" ''eJll� � V E I II��I III II'1i111I . W 1 yr J, J: „r a• s i p IIIIIhIIf�Illlll IIIIII III I'IIIIh ,II Z /'j �� „r ',I, ,1 .. Vr '! 'v y' •1• Vv 1G 2.80' 'lull �I�IIII�II II�'I I, yIIJ 11 I !, I, I III I�! I IIIH 'I� III m .J• rl:,liII;VJ"II,,II'61 ,,II�!,,',Iq ',Ir •.I.+ , 'I' •,I.+ „ •Ir •dr •dr ,; .,. yr 'd; ,,r ,.I. �I% „ ,I' ,6• � •,V „ :,I�� N iili6llll•I � � I � F- •a+ .r f ! �III!I;,'u;;;i;;la„ JIJI „IJ' IIL�, rll,,! I",2'rl,, ,, J�!��,,,,, " �J„ J,,I I'I'I'4 "I I��I. r, III�JII I,l pgllll'Q i;1., !.,. n'l'i.,,'n"1� II r Subgrade t l a I, I I e Compacted -� - I I '� I �r � . I to 98 r, I Iv IIII I !,,: � %' - 1 4,. n 6.,. i win Gates :� : � II'I r 2 1r2 , r �, "I I Ir rll� II I:', x , r 2 ,� L... �: : ':r,,,^JII IIII 'I 'n,l 9 C� r ,1 •.1 �+ I III I h'I , I I I I r' I ,I I,r'.,I:"' 'S' A .I •�I+ *k I '.I li"�''�I rill I" 'IP r 'Jr �, h�. :III I�� I I I. I h� I�H� �'I .J. 1: I �II� I,J,' I III II . J I. I I � , I � V ,ri Ilrl I, ' ) 9 I Illr �. I I I, II I'I' I I J I I'I'!.II, :, C Iru �!hII, L II I' I I I I I :�-I--' I 'I II' : I I' ,I ,6 I I I. I , II 7 f„ I I C I � l et � a. I I .!'Il' I ,I'll„ I I, � I od. e I'I' h l ti I II'r J.J III I I I I 1 I. : hl 1'l IV' r rt.l' I �,il.:, x II 6,IJI L III In I. N, rr I'! I, Y',, I 1 o � I 1,6 I I LI I I � I , : I.. I�r rl,,' ,�11 I1,r II' I I. I :I I I .I�h'J!! �l'' II I„ I t I:^!, ^'r I rl „!:I: ;. I� .!�I I,.. ,'I �I�, Ir .'I I II II'.: I,.I'll rlr. I,u.'ll.I I I I I r - W ], I II II I, I: I I I i I .III' I. I Maxim I � II. � L V II II .I+•.. um Density �-- JI III ' I I I. I I I I I, I, t AASHTO T I II I' I I I I , 1180 I � uP . vo, I. I . L. L,, I d I I �' I I r I II. a l I I II rl I J. ( ,. , I I ', rl . I a I I I .. w •I,, I� t I � ! I I �I,rI+JII,J ,'I' y( I Ils� I.,r� .�. ,IIII I L lr I �I III I , II. .v �I �J �) III I In6, I I'll,, � ,I' P "I tlt' I I d I I I I I I' J I „III I I al I: I, '"� 16 I L. I Il' I' / rCl �" ,I91' ,III '.''�, ..I �I I h h I I II I nr�ll I II .'I I I„'„ !!,I Ir • ,�. ,�„ ,+ r. I: ;, ,r. ^'" II I 1 U,,.,r Iryl �111 III, VII,LIJ.,.a.J,,li„muI ,.I 1 �, �, w `Knox Key, Secu' 'or I �,IIJJL..�-. II�IIIII�I � I III II:,1I I ,I II! �,� I�I�,I:. I I.II!:I:I:Ilrlll !,:. s� �� ill�r I�I. II IIIH ^II,: I.. I / .I„I. la Irl I I ! I J! ha'ti.11 I� tlon 14.50 I � I va � rl „I r I r' •,,,, L. J III II II J I » I I I I 'Ill I I. I, q: ,I. ,. .Jr ,I. .,,, I" 1 I �I � : I. .,,.,. lip I ..� ,@t,+,� r , ^I+ r `d •b r r :4 I,� .I �.lu II h' ,.) @1 '� ,r �J ., �,6• 1, .6.• ,Ir ,6: : > �'12,'l, �. I �I ��� I l � ,I�I'I r�l• I: I�I:u I ,;rI ,y 'I I. l L. ,rl .,I II �I I', I� 1 ,III, 'r. 4�I,I, �LI' �I;I'r, ,I,I,.II ,I. �,I,JI I L,� I I..1 � p I I,'I'rl II. � II, '.I. e I,I' L J I ,I I I� I' I J !.I I II I I II,� I 1 I I. I IIII "II I hl,. , III I':III I I ,6 ,'„I, II. I � III IL I II. !,L,I !,' I.I',I, � � .6I ,I I u IIII I � I,I !,' ,L^,i' '!Ir Jr I�I I I I I I';L � � � I li''IIl I 6°,I.JI 6�:1I I I, I'IJ l IJ,,.,' I., , III 'I ur. I:;, ,L,,r' i.. I �lr tlrl �I I I � ��I, I I I ,IIII I. I �, rl III I O' I Iy I A I I L. II I I, I' I I I' I I N! r , �/e,h i c .e � cc II I I,II, III o� e I � r, r 1':'' r � COLD �' r I, I J I ''I I I I 'I I I. I PAVE"' , : r ., ,. '�' � J. I I "II L J.� 11 I III ll !I E SECTION ,r •Jr •Ir J I. III . l I N'� Ir,ll I„ I .n ,..°''„�'. ;��'p a 1 L. ' l.,1��. .I'I I P'I ..I I ,I I I I I III I'.', ! I •� `�' (] IIII I. Llollll' II nl, I I. I' I IIIlll i IIIH, LI: �I ��' x � 7 11,�'I I rr' III �� LI Ir :.,�I,,J,.�s':,,.F vation 4�:3 � I I r� I II I I,. n ('jam I ^.I•I� 1 NIII, I I, II I, I II II•, Ii,l•'m: l,l I.,,, Ir. °C I � J l l l IY , I IIII „ I L A l IIIH I IIII i l! l,l , t l L I ! I I IJ rin I I O � � `L ti .< !411,IInlr,llll' ..I J,INGIIIIIII uil'J4all III uJL�,.rlll l„J,,IIJJInu6I,I�IJlo,r,d.nII,IJ�w'"u�lorlllIIJr6 `��,IIIJIIIIIrhrl!ii.11,r, Ilr:•.I ,. II ,�'I! I'JIIII J�4' \ 'v ,A V. •d, .. +Ir ,.I, ,I„, • - ,I- .._..... .. xv ,u• ,. k X ., ,Jr� ,r S � be, - '� N.T.SI. Uel -This S h ) ( xarl!I!:II II � O i I I r _ x � 123.25 � � ,< 124.O• rII II li'' a GJ O °' I I - - 0 2.3• �� x-��---- x. of- l oHv R enti n,� ° '� = '' „ o�: - * ,4+ �. \. ,� I 1 N x d X .-s ,' X ..I� „ �� ��, , .Jr x,l. X x, tiX 3. PAVING. GRADING. AND DRAINAGE CONSTRUCTION NOTES z x Ion Aa ��/7 Z l• /� r I I �!,: x ,4 V x I , C V v � v- (� • ` ' "� ''\ L � A 1 ZONING Q Z �'\ �OJ Cl I ,1, .I, ,..r •Jr ,Ir .L d• .6• "I., ,Ir "I:' ,..r ,Jr -.I.1 „ I yr ,b' ,6• u V I �d- c CdLD "P,AVE"' ASPHALT TYP. " » 77 V k �� , ' ��_ ��' UNINCORP UNLESS OTHERWISE'NOTED, GENERAL, PAVING &STORM CONST. a ���' ( �, \ J ( ) o .' C ON ST:' 6 �' X I. 16. CU R•8 I m �� .e O ORANGE C D SII N D BE IN ACCORDANCE WITH THE MOST RECENT v v I I I I I (-''p tSEE X'C�ETAIL-THIS SHEET, ,� „ �5• 4' V try I ,� pc STANDARDS & SPECS AND FOOT ROADWAY & DESIGN TRAFFIC w J L `V .J.r ! x �' OO �(, O. U- �' �, �! �' SPECIDFICALLY FOR &BRIDGE. SAID STANDARDS x ATE J,! DE DR',�IN^ (,TYP S `Q. TAIL-SH, ET/\ 2, �° Q � I 'I, I I, .4• 1 �.v ,I^ yr �r:� •,I: a+ y,, ,,, �' '� IT1 ,.1, ,.b ,),` •,I+ ,Ir ,b• ��� ^J+ _ '.I.• , �j' .,tr ,I' •.I. ,F+ ,Ir ,I: r\ r yr C•`V ,6„ ,�V J, Ra,,,V IV ,Jr ..0 : r\V (b o sL E' r,� y V tiV •„�• „4' ,.4 •,I, M;V' •.b' ,. +.0 .I. Xr ..I; ..L,, y,; ,.I, X..L.. v: ,.Ir +.Ir 9, X .,. ,I,' .: ,1^ ram_': ' ,,,: ",(• ,y ,L. .r ,^^ X W i. x ' X `\V, C T ( 2 INDEX # 102-"PR07EC710N AROUND INLETS OR SIMILAR STRUCTURES° Al --!,SF (':', 2), .Ir .Ar X,,;.'� ,.,• yr „ X ,1 '� ',n 1 ,: ,I: , ,6• „ ,I:' ,r t-�-- „ „r +!-•r '\ ( 0) ( \ r�tr .'C V � .A, i. l 1, � { \V R J/��/_ R l/�1 {w} T. STUR AEA =--'_ . �, N y+ ,.,. ,V •Jr ,p• Jr ,: „r •,I.• 1 \IV }:JY• ',;J�' ` I+ U •,4• ,, y. ,.I• .I. ,J: ,11 J; Jr ,V ,V ,Ir ,�I. •.A,, r 'dr' Ir r•, 121.60 e ,:' tK J. EROSION AND WATER POLLUTION CONTROL TO BE PROVIDED y`: +6: .,r *Ir ,.I. ,,,r .Ir •J.^ .. ,J. .Ir ,I: ,I: •L r.r .� : ,.I. .J. ,,r ., �, P .. SOD a' "' O , 0;� �� �� IN ACCORDANCE WITH FDOT STANDARD INDEX NUMBER 102. JO ^.6• A., ,I• , ',Ir ',1: N,• •J+ '.I•. ,L,. :, ,.I, ,4, ,,y. ,.I.r A, v ',I: ,y. ,6, ..I, ,,I. rl ..I,' w ,6. ,,I. y: .,I, ,,I, ,,,,' �, '.I• y: yr• +.4• ,J.. ,A+ ,.1. •.I• y,, ,.t, (� ,I � •. � '� (!�' � lb �N I ( I I• „ ,Jr �'. J, I• 't C� `� ,a• �• ti _ ��1�/ m r�� 4. CONTRACTOR TO ENSURE POSlT71/E DRAINAGE OF ALL PAVEMENT �\ \ wr yr .J tr o I, ,G `,, ..J, r ,6r o,l.. ,f' 6• V J.+ Y J ' f /r117 2 ('118:, 1 119.0'� / �,I I �' `� I x AREAS TO INLET AS /ND/GATED. ',b `Jr ,I I •d,• .J. ,L I J •.L+ ��'.I: ,,, x1.,9 A �J°• �!7 4 :,L' ,Ir X lt(((JJ .!r ♦,.I: ,. ,,• •,: ,,r Ir ,Ir ,.,0 .,,, 1' 'I' ,�� ;I+ „ r M6+ 4.r •,: ,.i• „ „ ., „ �X ,.. ,. 'J, "�, 5. CONTRACT �cb X x x •I' s " 1121.6i7 �'� /, y OR TO AB/DE BY THE REQUIREMENTS SET FORTH /N S✓RWMD O < �� 'o- 11116,��3� I •Jr ,l. ��1' x .,: .,. ,.I. .,u. „ ..1 . ''' ,. .. •,,r 1 PERMIT NO. 40 095-88891-1. \/ X 'Ir •.I+ I/ �•M1' I. �, ,. I ''' STO , ,. „ . r „ 120.7'J „ .. '�r RMWA7FR �,,,, A. ,I, J F0.!iND,,`J IRON ROD '�dN: H N0 \��. X - ��� �� `� X F--r- o,,,,., - J,• .,. 0,,; u, Lr-CAP,y.MA E PLS4 00 6. ALL STORM WATER PIPE JOINTS WILL BE WRAPPED WITH RL7FR FABRIC ! y: ,I, ,I, ,,,+ i,r ,,,. .•d:1. n\ d: •!, , ,Ir ,I• .,,, ,J„ ,,,. ,,, o ;�n X xQ ^ �- ..,. .I,: .,,: C� K1r .r ,I' „ ,Jr,I. - i,V ,.L. .0 Y NI,� ,1 Ir• I: .dr •,,: .y. ,b •Ir t. �� N� ,I:• ,t, ,J•t\V ,,,, „r .,J,. .y. .! x` •V v.r �„ ,,' ~„ ,\0.,1.• .,r .J: _ �: , PER FDOT INDEX 280. x ( I I x>\'� x � 'I, �\ ..1• ,I,: w •J: ,6„ N;•: ,.6• .,v .. , X „ x 9F �rl, J� ���.I , .N X ..r ,I: .J,' t,,: 'Jr ^ �Lr a 1' 'd^ +I.' ,6r '.V x ` ,V ,.r .. ^ ,.. a �> j ' �„•- �• x I I •I• ,1; 'qr .I+ „ ,I• .I, ,:r T� .J. ,i. ,,Ir „4' ,b .: '.L. r „ ..r is ' �� X� Wide Concrete ` ^ X „ x 3.'. 3,. x 8'43' Q CLEAN'OU i (T�'P.1 ?` n �20 88°43's 16 _ 206.53' 56" N MP1 ideVYolk .I. ,U J: ,b -J+ ,t, ,.4 y: .,I, 'L, ..I^ "1.. ..I .1- ,., ,I, ..,I, .,,. V x , E r �`1 \ ( I SEE DET.AIL,SH 'T 2) U � ° o > 172. 12 I (YP );set Detail- Const. 70 L ( X t N N� / x t\ay •.I. .1,: 'a:, ,.b .6., ,D' ,1, ,!r ^J, I, ".1, .Jr �:,NN I. .J: ",1: .,L,. .,,. ' O heet::r.� • ,� " X .t+ ,fix O :< r 15 RCP �+ I '�' - .. '.L: ,,: ,J. ,.b ,Ir xo ,I. ,.6, , X ,I. ,I' ,b• ,,, „I. a, �( 00 co f ,I: cl^ P v �� `-� X�� x I 30' Crass �� X �� at 0.437 " Z a N ^� � � r ,I. r- ,Ir 4� M'• ,• '\!n ^I• .. .. ,: o o Nq x 1 i 3C?, jI ,u. 1, 'IX ,I, x X Access Easement i m rr y+ 1y18`5 119 ✓��< Not Included , I � 1' i .�� 1 119.7 V x °o I ,' f•7 '� ,_ r� .a. ,I,, -, ,,1., yr •I• y, .y, ,,Ir ,I: •b ,1, ,I, ,1, .6: ..I• yr ,I: < x � I t cn X y1 116. / ( X �'\�x \\ :l. •,Ir H: 4. ..r y L• ,. ,Ir .I "1• +„ ,L,. , x� ) ,b ,V ,Ir ,. ,. ,.p. y: ,,� ,Ar�\•Ir ,v „ ,F• d,: '� ,I. •J. ., .,r .y I. Future `�' 11 ZONING I . o N \� O. � O�qh\O w• \r Off- 41.8' �Vel fTlent,9 �`� �8„ CITY OF OCOEE o �, _�,CQPe�,r x o I �o, ._ f_fQ„ O X ` BARN x �O L \_\ wit J: ro V Z,pN �, [i w 1\� I 1 vim\ '' „ ' �� ' X I Note: After 90 Da Cure Time z x� Seal -Coat Asphalt w/ Asphalt Q _ 78 r - ,� ` X'` 9.0 1 x 0 Emulsion Based Seal -Coat _ ,1' ,Ir Ir co U- /V 88°46 33" �.. LL- ,` 10 1 N`� v , Min. 1-1 4 Thick w � < ZONE A ^�' `wa* 117.7 x ZONE X - = ZON A re\>.�(�IS.0 ( I I x I Type S-3 Asphaltic Concrete q • 6" Soil Cement Bose Course Compacted �O� re S pe (�ta'. to 98X Max. Density (AASHTO T-134)I1 ZONING _ -`�� ra ! \ x 118 1 (118.30 1 I Asphaltic Prime Coat Applied at 0.15ga1./sF 6' Min. � I CITY OF OCOEE 0 \ �� 1 I 0 x' 300 psi 7 Day Compressive Strength / N �V N 88°46:33'" E re \� ,���0 \ k ` x 26" ��^� x `� �\ O o k 12" Subgrade Compacted to 987 " " re \ `~ X �� 9 ° ° Maximum Density 6 Conc. Pad w/ 6 x 6 ) �y �,�- X \ I y (AASHTO T-180) No. 10/10 W. W.M. p a ZO/Avlt Asphalt Pavement -. � I � EXISTING "NORTHWEST" DITCH � i • TQ N NORMAL PA VEMENT SECTION Drainage Easement \ ' a Be—x ° °a n °a f a Q4. �r - To Be— Dedicated �L- N.T.S I � The City of Ocoee 6"'F CP\ \ AS -BUILT DRAWINGS WILL BE REQUIRED 1111111145I- Al ZOO . I, ° 4VV/ Q \ Cry C17Y of 0 OE-E- \ 8 °�2 - �' ` I I WITH THE FOLLOWING INFORMATION: J `- 14 Cont. LIMITS OF FLOOD' ZONE PER FIRM MAP NUMBER ZpNE ° Compacted Subgrade Turned Down Edge 8" 12095CO210 E, DATED DECEMBER 6, 2000. \ \ q TCy I STORM DRAINNGE on All Sides / re -� 1. Top elevation of each manhole frame and cover/grate as well as all other structures (headwalls, control structures, etc.). DUMPSTER PAD 2. Invert elevation of each line entering and leaving each structure, N TS including underdrain pipes, �. 3. Inverts of all mitered end sections. Top of Skimmer EL. 115, 00 �j 10" Grate EL. 114.50 4 Actual 1 ade of pipe between the structures. PVC Bottom of Skimmer 114.00 x 6' High Block . ; f:J; •.; ; �;s •.. •. r. Fiberglass Chain Link Fence j 6 a 5. Invert elevation and two horizontal ties from permanent visible - Skimmer ( r CO C t�YetRr Sod Immediately a Q o ; • objects to all storm stub -outs. After Construction N � 1 10" PVC UNDERDRAIN RCP OUTFACE f HEADER lNV 107.50 " 15 L INV 104.30 (Modified Type "C" Inlet) DISCHARGE STRUCTURE_ N. rS. Prop. 20' Ditch Distance _ 10' Land- /5' Maint. Main 1. / Pathway Varies Scope Buffer Berm Easement Match Exist., Elevation J. 1 Max. Varies from 112.0 to Slope 114.0 (See Plan) / I3 Existing Ditch/ Min. Top Elevation = 116.0 25 YEAR 24 HR DHW = 115..0 1 5 TYPICAL POND SECTION N. T>S 5' Maint. 10' Land- Berm Scape Buffer 1 7ttom Elek = 111.0 Ir Gravel StoraILVO Extend to Oppositd Bonk '5'-L0" ' Concrete En y Disdi ata Grouted i Pad T• Mitered End Section PLAN VIEW as per FDOT Index #273 15 ". RCP i8e Ditch Grodell A OQ 4 Thick 3000 ps' Concrete Splash Pod. SIDE VIEW Soil -Cement Rip -Rap as per FDOT Index # 281 MODIFED MITERED END SEC TION TYPICAL- FOR STORM STRUCTURE 6 N. T.S v • ° U1 m 41 F E E O o U U (n j U aoi m O O W 0 N � ry 0 O U 0 CD r- O O O () O N N I T /�WIr� L L L Q U) ca Q U U N N ry � X Cc N 0 0 0 o, yI of 0 I ( 0 O z ,- N t'7 z Q w w 0 0 Q Q ry z o Qn-*, � o � moo 0 z � 0 Q > ry ry 0 � w z � Q CL U J W � n o c- o Ld w � � z_ 00 CD r w z o o m � ry LEGEND JK Existing Contours 19__ DESIGNED Exist. Spot El e v. + 117.0 J K Norma/ Asphalt Pavement III I I III 'l l�,lrl'i I!II!!L "li ll l!I:I I'� l!i'ir IIiII� ,, Ip JIIII� ,! IIIH!II'';!�i!'J�II'llllll;'IIIIII:,I, II,I II IIIII!piill!;;illl ,;I'III;III'IIIIIIIIIYII'''''''LIIII'illllllli'I'I'II DRAWN "Cold Pave" Asphalt "Sod " I, 10/15/05 Pavement ° ,r ;; ,I' ,Ir ;` ,I• :" ^Ir ° ° " y ti, {. DATE C4 ' SHEET �.....-.., .`� �L.Il�lv:�t;� End Silt � Al ZONING o Dum stet Pad ti GRAN UNINCOR COUNTY �°'TED� �`l' p Fence x\ x (See Detail -Sheet L1As ) _ 5 rA ,� _�- ter-- -i x S 88° 32 - x x� - - _ - _ �. .?E i tx _ � P.O.L. ^� ^�ry�' v . - - x�_ - 3e K _ ��y ti`L ° X x x ?E v° �� WOWOODENS E X x x x j 6 ( o '� ;1 121.2 1 1122.6 i r 1 120.1 1 1119.0 I { 1116. 70 117. 9 1 t ��, �_ ��' Ix Nro" I. o--s- N"' x ` TOE SLOPE. i L / Uj O .-�-- 00 ��O' x �`L x . I I� �� I ��� �� x XXX I ° x ,T� �onst. d rid Section ' „� t ' 1 _OP OF B / Inv. 1 ° .00 (See et it -This Sheet) w TQ � r N , ATYPICAL / // <Y 119.7 (24.10 f n 7 5 (� I 8. 6 i V 4 120. �''►/ i --�- 1 FF D0 123.60 1 .. ° _ OO ---'-" 1192r5 2d x hX I�' I . - �� ' O O O� rycb �� W x ��x I .. �� I Ix 10 P C HEAbER PIPE x (123.80i. r X ( x x 1123.30 ? : •� I = 180 y I Const. od. pe C Inlet I .- i N Grate - vation 14.50 � -� �- N �• 1 ^ �� CO r' i I x o Inverxt .- vat on 4.3Q` N x N x .°� Nti 122.5 �I- `� r (See D!- -This Sh t) x x x '/// �I1,12325� 1124.00 V �v p'' I \\ N x a 11 1/ ( 18.4 1119.4 (� (120.4 J{ j fn --s' L- x X O I 122.2 X I xI I x x x x x x x' � COLD PAVE ASPHALT TYP. �° ( ) CONST. 6 X 16 CURB >� 1 �N (SEE DETAIL -THIS SHEET) �.� o (TYP.)(SEE DETAIL-SI- EEoT\ 2) �o ��__:- �� Y { 6 DiA. ATE U DE DRAIN T �n0� x �O x �rLO NI N� x N" x NrLll� X AT pQ.2 a SL E 9,�' x Al -S T 2) x x NJ 1121.60 I 'v O i I rl, 1 4J 119,9 O' 120.5 x x I 1A 1� ti j X x ( ( ( 117.2 O i 11 A I, N 1 119.N\No)'x x x 121.60 1 _I �,�� I116�F3� I ���' x x N x 1120.7 1 �� FOUND IRON'ROD 'NF H I I ` x '� x x � - O O CAP MA E PLS4 00 lE `l X x I ( I �'�--r'_ '� '�x �� x �� N r� I i ( CLEANOUT TYP. x ti 72a (SEE DETAIL-SH T 2) Const. 70 L\ N 15" RCP x ; x - x s- ti � ( � � ,� � �._ ,�� -°-�- ,,��• I x X Begin 2140 LF MA at 0.437 N ---�-- N x x of Silt Fence . x` x / 11>� 30 I °' x 1 N 1 3 ``� to 1 > 17.1 { 1 117.8 1 118�5 i 119. �, 111`9.7 1 X ��o Maintain Separation from PL & Ditch Line (See Plan) Property Line or Ditch Line Silt Fence - 2 Sod strip Existing Grade (+f- Y wide) SILT FENCE DETAIL Along Property Line or Ditch Line EROSION & SEDIMENT CONTROL PLAN 1. EROSION AND WATER POLLU770N CONTROL TO BE PRowDED IN, ACCORDANCE' WITH FDOT STANDARD INDEX NUMBER 102. 2. THE CONTRACTOR SHALL SUBMIT AN EROSION CON7ROL PLAN FOR APPROVAL PRIOR TO SCHEDULING THE PRE-CONS7RUC770N MEE77NG 3., DURING CONS7RUC770N, THE CONTRACTOR SHALL TAKE ALL REASONABLE MEASURES TO INSURE AGAINST POLLUPAIG, SIL77NG OR DISTURBING TO SUCH AN EXTENT AS TO CAUSE AN INCREASE IN TURBIDITY TO THE EXIS77NG DRAINAGE SYS7EM AND ADJACENT WATER BODIES AND WETLANDSS, CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLYING IWTH ALL PERMIT REQUIREMENTS RELATED TO SUCH MEASURES ME7HODS MAY INCLUDE, BUT ARE NOT LIMITED TO, CONSTRUCTION OF TEMPORARY EROSION CONTROL STRUCTURES SUCH AS SEDIMENT BASINS, SEDIMENT CHECKS, SILT BARRIERS OR SILT SCREENS ANY MEASURES SHOWN OR DETAILED IN THESE DRAWINGS SHALL BE CONSIDERED MINIMUMS AND SHALL NOT ALLEVIATE CONTRACTOR FROM THE RESPONSIBILITY TO IMPLEMENT ANY MEASURES NECESSARY TO PROVIDE PROTECTION. 4. THE STORMWA7FR MANAGEMENT FACILI77ES SHALL BE CONS 7RUC7E'D DURING THE BEGINNING OF CONS7RUC770N 5. ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED, UNLESS INDICATED TO BE SODDED AF7FR GRADING IS COMPLETED TO PREVENT EROSION. 6. IT SHOULD BE N07ED THAT THE MEASURES DELINEA7ED HERIN ARE THE MINIMUM REQUIRED, AND 7HAT ADD177ONAL CONTROLS ARE TO BE U77LIZED AS NEEDED, DEPENDENT UPON AC711AL SI7F COIVD177ONS AND C0NS7RUC770N OPERATIONS. ° Site Data 1. Site Area Disturbed.- 8.53 Acres '2. Site Location: Section 7. Township 22. Ranae 28 J. Location: 850 Ocoee-A000ka Road: Ocoee. Florida. 4. Outfoll Location (Lattitude. Lonaitude) 28' 34' 58"N. 81' 33' 13"W X 1116.7 x� N STORMWATER POLLUTION PREVENTION PLAN REQUIREMENTS (SWPPP) X �' x a 1/ 77i x ��� T 47.8' 77 ��� Y 11 ZONING 62--621-'300(4). F.AX. 1- 9 crrY of ocaEE h� �` ►�._� �\ ( 117.1 ( �O� ---� �` BARN co x I 1, Contractor shall file a FDEP Notice 10f Intent To Use Generic Permit For Stormwater Discharge From Large Construction Activities per F.A.C. 62-621-300 x N I 2. Contractor 'shallprovide c hn River a �g NO .� --�� O x M a) City of 0 pee/St Johns Water Management District/Florida Deportment of Environmental Protection and any other applicable regulatory agency the contractor's stormwater pollution prevention plant (SWPPP) which shall reflect the order, means and methods by which the I �_Z- -� ZONC � N\ NN contractor proposes to apply best management practices to his construction process. The proposed SWPPP shall remain onsite and performed as approved. / 1 �' 1117.4 1 x x $ 9 0 3 ite c warrant p A.C. 62-621-300 the permit conditions. agencies an approved revised copy of the SWPPP - .`� �~� r � bons rr n and milt con �► - �' _ M 0 Contractor shah provide engineer, owner and Orange Count EPD, °Gilt of Ocoee, and other applicable regulatorya en " a r from time to time whenever s' conditions t � F e e ' CONTRACTOR SHALL PROVIDE: 78 ---r - �� .`� \ P A. Protection of preserved/conserved, upland habitats during construction. JV 88.46`� �\ � � 1 117. 7 1 x � B. General and specific erosion control. ZONE X - ZON A , ` \ ly C. Protection of surface water quality during and ,after construction. 1 re D. Control of wind erosion. 4 ` N1 ' �� �\ �� \ 1 11 �3.30 1 E. Sam lin of draineke( }utfalls, recording of rainfall record kee in on site, a trained Inspector and all aspects of site monitoring 11 ZONING x I 118.1 I 0 P 9 '�F)) 9 P y p p g per DEP Document CITY OF OCOEE 0 - 'e �`�� �� 0 No. 62-621.300 a effective October 22, 2000 F,A.C. 62e 621-300. /V �'8*46'✓'3" E \1'�► xli 6° 'y 34' F. Water Quality Testing re k �\ \ x^w G. Runoff Sampling x� O C CY H. Rainfall Data X 119.80 , I. Inspection and maintenance of BMP s (Pest Management Practices (� ^ ` •,,, T k \ 5. Contractor may utilize but is 6of limited to the following best management practices. It should be noted that the measures identified on this plan �!� <\ 4" are only suggest BMPN- The contractor shall provide pollution prevention and erosion control measures as specified in FDOT index J100 and as necessary ,IN If e ;\\\ ��',� \„` O for each specific application. �` �A 6. GENERAL EROSION CONTROL. A. General erosion control BMPs shall be employed to minimize soil erosion and potential lake/pond slope cave-ins. While the various techniques required will be site and plat specific, they should be employed as'soon as possible during construction activities. Q Mahar Bales With 2 - 2' x 2' x 4' - J swalk-110 Stakes Per Ode. E- RIWr -- �. -- w - Ditch .._ . Ditch a Curb & Gutter `-Curb ark Gutter u -- NNNW AdEF PARTIAL INLET COMPLETED INLET DITCH BOTTOM INLET 0 CD PROTECTION AROUND INLETS OR SIMILAR STRUCTURES 0 W Options Post Poet Principle Post mo P (Options: 2 x 4' Position (Canted 2fMin. III Wood; Filter Fabric (in 20' Toward Flow) rn 1.33 Lbs/Ft Min.) 6 Max. Conformance With v� Sec. 985 FDOT Spy) ail p1� Filter Fabric in as 2 ° a / I 03 � / i t FlowLi ELEVATION SECTION m Note: Sit Fence to be paid for under the contract unit price for Staked Sit Fence 01. TYPE NNN SILT FENCE 0 N Type NNN Sit Fence Prot 0 Around Ditch Bottom Inlets. �%Oct Do not deploy in a manner that sit fences will act as a 0, dam across permanent flowing water courses. Sit fences `3 are to be used at upland locations and turbidity barriers o used at permanent bodies of water. o Type ««« Sit Fence SILT FENCE APPLICATIONS w P.O.L. \ B. Cleared site development areas not continually scheduled for construction activities shall be covered with hay or overseeded and periodically watered sufficient 'to stabilize the temporary groundcover. Al ZOi OC G. All grass slopes constructed steeper than 4H:1V shall be sodded as soon as practical after their construction. CITY OF OEE �, �,� � �. ` D., Where required to prevent erosion from sheet flow across bare ground from entering a lake or swale, a temporary sediment sump shall be constructed. / ( LIMITS OF FLOOD ZONE PER FIRM MAP NUMBER ?nn\�\. The temporary sediment sump shall: remain in place until vegetation is established on the ground draining to the sump. 7. PROTECTION OF SURFACE WATER QUALITY DURING AND AFTER CONSTRUCTION: A Surface water quplity shall , be maintained by employing the following BMPs in the construction planning and construction of all improvements. .�,...�.�' B. Where practical, stormwater shall be conveyed by swales. .�.11t Flaw C. Erosion control measures shall be employed to minimize turbidity of surface waters located downstream of any construction activity. While the various measures required will be site specific, they shall be employed as needed in accordance with the following: -� • 5, A. In general, erosion shall be controlled at the furthest practical upstream location.. 2. Stormwater inlets shall be protected during construction. Protection measures shall be employed as soon as practical during the various stages of inlet 1 . Ll • • U construction. Silt barriers shall remain in place until sodding around inlets is complete. Note: Spacing for Type N«N Fence to be In N.. 11 ° °' D. Heavy construction equipment parking and maintenance areas shall be designed to prevent oil, grease, and lubricants from entering site drainage accordance witik chart N. Sheet 1 of 3 and ditch installations at drainage f 50' On Centers ( Typ.) features Including stormwater collection and treatment systems. Contractors shall provide broad dikes, hay bales or silt screens around, and sediment structures Sheet 2 of 3. As Required- M I sumps within, such areas as required to contain spills of oil, grease or lubricants. Contractors shall be available, and shall use, absorbent filter pads to Type NNN Sit Fence ° L • clean up spills as soon as possible after occurrence: ti • • 11 ° ° ° Woven Filter Fabric In Absence Of 1 Established Gross (Approx. 12' x 127. E. Silt barriers, any silt which accumulates behind the barriers, and any fill used to anchor the barriers shall be removed promptly after the end of the Secure Edges By Entrenching And maintenance period specified for the barriers. Anchor Bates With 2 - 2' x 2' xP-AN Dap Ends Extend Under Bags and Bales. Fabric' 8. CONTROL OF WIND EROSION: _.; . Type A Or B Fence Stakes Per Bale. Shall Meet The Requtruts Of Sand Bage- Section 985 Of The Standard A. IMnd erosion shall be controlled by employing the following methods as necessary and appropriate: Note: Bales to be staked at this SpacMcatorks. Cost Of Fabric To Be 1. Bare earth areas shall be watered during construction as necessary to minimize the transport of fugitive dust. It may be necessary to limit direction of the Engineer. Fill Slaps induded In The Contract Unit Prim i 5 Min° For Baled May Or Straw, M° construction vehicle speed, if bare earth has not been effectively watered. In no case shall fugitive dust be allowed o leave the site under construction. Loose Sol Placed By Shovel And 2. As soon as practical after completion of construction, bare earth areas shall be vegetated. Lightly Compacted Along Upstream ELEVATION ° ° ° ° ° ° ° _ ° ° ° ° ° ° ° _ 1�1r ° ° ° ° ° ° ° a 1 ° ° 1' �h 3. At an time both during and after site construction that watering and/or vegetation are not effective in controlling wind erosion and/or Face Of Boles. Y 9 9 9 9 / 1O BE USED AT SQ£C1TU SUES INHERE THE ! transport of fugitive dust, 'other methods as are necessary for such control shall be employed. These methods may include erection BALES BACKED BY FENCE NATURAL GROUND SLOPES TOWARD THE TOE OF SLOPE Loose Sop Placed By Shovel And Lightly saThe �Pla Placed By ?h�� of dust control fences.' Compacted Along The Upstream Edge pwte0 PLAN Of �� PLAN r a Sod Flow Rai at LEGEND Boles To But ' � ••�^-•- Anchor Bales With 2 - Y x 2' x 4' Sod � Loose Sol Placed By ° f Stakes Per Bale. Si/ t Fe/7 c e --o--- o Shovel And Lightly PLAN Loose Soil Placed B Shovel And Lightly ' T 1' Min. Reoammen 5' T 1' Min. Recamrri PLAN Compacted Along Upstream Compacted Along The Upstream Edge Of Bales. Edge Of Bdes. 6 Mtn Anchor Layer Bales With 2 - 2' x 2' x 4' Anchor Bales Fill Slops Stakes Per Ode. Anchor Top Bales To Lower Anchor Bales With 2 - 2" x 2' x 4' Stakes Per Bale ? 2 - 2' x 2' x 4' Bales With 2 - 2' x 2' x 4' Stakes Per Bale. Stakes Per Ode. Rai Post ELEVATION ELEVATION ELEVATION - Application and Spacing: The use of lypea'f 3 i bale barriers should be limited to the 70 BE USED AT SELECTED SITES WHERE THE e 1' Mh conditi ns outltned•in ChclPt 1, Sheet i of 3, Index No. 102 ELEVATION Recarnmended NATURAL GROUND SLOPES AWAY FROM THE TOE OF SLOPE TYPE II TYPES Spacing: Bale barriers for paved ditches should be spaced ` in accordance vilth Chart 1. Sheet 1 of 3. Index NO. 102 BARRIERS FOR FILL SLOPES BARRIER FOR UNPAVED DITCHES BARRIER FOR PAVED DITCH R (n a Z E > 0 W O 0 0 u7 0 CL a ay tY Q III � I 0 Z '- z 0 z W (W V Li Q ry ry n o z (n 0 ry i- 0 �- Q 0 1zM 0Q n 86 n ry W ry Q W L_i__ 0 V l U J • LLI J n 0 CD 0 z_ >= 0-)ly m LLi ry I � W � � z_ 00 CD r w z o -It m O ry V JK DESIGNED JK DRAWN 10/13/05 DATE C4A SHEET .■■ill®. i�i 17! 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O;a, \\ p: AP ,yMA ED PLS4 00' ( V _ - ,� • '•6v .Ir '.L• tir' `.4 >A^ ,Lr ,ir :V V. / + •d,• V a. � X •��ti;, �� : A' � ,ram ° , x ,�(�y,• ��1 , � Q �' ` x x •i, <, 1\ „ .. 'd, .p •A:, •N .I, •.L• +.I• L' 'L• ,.. , �ir .y. +l• •.I• x ,t .1: X +t. „ � , . X X � v , r ,.t, q, ,I,' +1:' .I �✓ ?, r\`� e � ��� , ; � � Q J \ x .,, i• , v, o- v 1 c O O m u ,,N A. �'` .. 'Ai y. X , ,. r X Vi de Concrete Q Q �//((�� X Ai ?` 2o S 8°43'16 206.53' 56' ;�' I " Ik \w 'i, .. +.L. ,I,^ '.1.• ,,,: ,. ,: +.1^ '+L.. .4. ...I,. y. ,.I+ x•q lb 0 11 :I' •A:' ,i.• V:' ,,. ,�f W +J,r ..ir ,,'y X *b' •a,• .,: ,i: .,1. ,� X^ fin, . 54" � � t, ° • � ° '\ 0 r, 00 Q � Q \ x 30' Cross W Z \V �� •,I, „r „ �:, o- A: •ar . X X MA N1 _� i O , � z 00 �N, ! ° X x / A, ,1, Y�.,r J < ,. A^ X 4� ,L• d• "d, b X 'I,rJ, t, J, �L, q, 11 Access Easement X \ ,:, �O� �'� (yam { -11�. z ~ O m �� C) Not Included �� X,r „ °oLd It[ t .ram v ,i, ,L, L. L, :Lv N \ I X y Ld ry Cn O W to X X \� X M „ 7,A. (� X �� q z 0 Q \� \ �0 r a w z d' ,I: ,A, .a ,L: ,A: , `n- 'a.^ ,I. ,J: p� \ " .a: -.�' -1. Y (� W W Q Q n- �) �� CJ L � x �p�` ��0,0, b� ,.Ir b' . X,. .I. 4 Future %J 0� �g,. 11 ZONING w o O ` _� s� 1.8' 9 ` CITY OF OCOEE { o N �. �a w. L �., 'Ar ,�° o Develo►� nent X^ rti\ 9" m I h O \ '�Fte r ��O NN BARN o6 X ° ^/ `+.I, :Ir• 1\ "Ie Q, •Ir :6• ,b i. :1: X +L^ N 1, , � ry h� �! ,` `` I,�CQ •d• ,Ir X : :v ,1. ,r;' w 1. .1 a.' ,L "c ..' �O V M (1_ O I N�� ,I,, 3L• u. .,,. 78. u ,� 7< `` N 88 °46'33" x 50" � `` ��'' ZONE A �'� �.� 10 NN� O Note 1l outsi lec `rics`l, tel hone, cable, and . W ZONE x- = zoN A TB\�%ridsc X x O re\\ 4Pe gas rnen t S ,a l be lllac:ea s�°closeo the 11 ZONING _ _ �N ''� 4 erk�` k boM300 as pos e and aa,n 'black\rOn' d screened ��' CITY OF OCOEE TB ��� �� k oX widscaping�� X �A�J N 88°46'IJ'" ra �^\�� �� k x 26 ��S X` I `, �� N o X J J9.80' X k CY ° N O Ne 0- EXISTING "NORTHWEST" DITCH X l.^ . 1. WATER SYSTEM CONSTRUC1ON TO BE IN ACCORDANCE WITH CITY OF OCOEE STANDARDS & SPECS. 2. NEW MAIN CONSTRUCTION SHALL NOT BE ALLOWED TO CONNECT TO THE CITY SYSTEM UNTIL BACTERIOLOGICAL AND PRESSURE TESTS ARE DONE. THE CONTRACTOR SHALL MAKE PROVISIONS TO ENSURE THAT THE EXISTING ACTIVE MAIN IS PROTECTED FROM BACKFLOW CONTAMINATION DURING FILLING, FLUSHING, TESTING AND MAINTAINING PRESSURE IN THE NEW PIPING, UNTIL A LETTER OF CLEARANCE IS OBTAINED FROM FDEP, BY UTILIZING A TYPICAL TEMPORARY JUMPER CONNECTION. 3. ALL MAINS & SERVICES SHALL BE HYDROSTATICALLY TESTED AT 150 PSI FOR TWO HOURS IN ACCORDANCE WITH CITY SPECS. & AWWA 605 & M23. 4. CONTRACTOR SHALL PROVIDE JOHN KIRBY, CONSULTING ENGINEER,WITH AS -BUILT INFORMATION ON THE WATER MAIN INCLUDING TEES, VALVES, AND BENDS. 5. MECHANICAL RESTRAINTS IN ACCORANCE WITH CITY SPECIFICATIONS SHALL BE UTILIZED IF RESTRAINT IS NECESSARY. 6. THE CONTRACTOR/OWNER TO PAY ALL REQUIRED CONNECTION, IMPACT FEES, METER FEES, CONNECTION FEES ETC... PRIOR TO CONNECTING TO THE CITY WATER AND WASTEWATER SYSTEM. 7. CONTRACTOR TO PROVIDE ALL MATERIALS AND LABOR AS NECESSARY TO CONNECT TO THE CITY SYSTEM. ALL MATERIAL AND LABOR TO BE INSPECTED AND APPROVED BY CITY PERSONNNEL. 8. AN APPROVED REDUCED PRESSURE ZONE ASSEMBLY (R.P.Z.) BACKFLOW DEVICE, IS REQUIRED FOR ALL DOMESTIC WATER LINES AND IRRIGATION SYSTEM. (A.S.S.E. 1013). THE INSTALLER IS RESPONSIBLE FOR TESTING ALL DEVICES UPON INSTALLATION, BY A CERTIFIED BACKFLOW TESTER. CITY UTILITIES DEPARTMENT TO VERIFY AND INSPECT AND APROVE BACKFLOW PREVENTION. DEVICES AND CONNECTION TO THE CITY SYSTEM. 9. DISINFECTION TO BE IN ACCORDANCE WITH AWWA C-651. 10. 1" PVC SHALL BE SCHEDULE 40 ASTM 1785 WITH THE NSF LOGO. 11. MATERIAL SPECIFICATIONS TO BE IN ACCORDANCE WITH AWWA C-906 12. ALL COPPER PIPE TO BE IN ACCORDANCE WITH AWWA 0-800. O � O fuell Drainage Easement \� , NZb To Be- Dedicated --to ke `s Est ° °'� O \ -'' 626 -� TQ � P.01. ° 4'1 \C o m .� City of Ocoee -� ,�� ,�� RM C o ��2 �' I x 7Y oFE-- X °- y LIMITS OF \. 1` PER MAP NUMBER \ Z0A1,C ��r ` ° • I { NNE• I" Q { C ,FLOOD ^ZONE •FIRM \ Q 1 I 13. ALL POLYETHYLENE PIPE TO BE IN ACCORDANCE WITH AWWA C-901. 14. ALL DUCTILE IRON PIPE TO BE IN ACCORDANCE WITH AWWA C150/151. 15. SEE SEPARATION DETAIL ON SHEET C2 FOR SPECIFIC MAIN SEPARATION REQUIREMENTS. 16. ALL WATER MAINS 4" OR GREATER TO BE CONSTRUCTED OF PVC (SDR 18)(C900). 17. ALL WATER MAINS OR SERVICES LESS THAN 4" MUST BE BLUE POLYTUBING. (SDR 9). 18. NO COMBUSTIBLE BUILDING MATERIAL WILL BE ALLOWED ON SITE UNTIL DEP APPROVED WATER SUPPLY IS ESTABLISHED. 19, UTILITIES SHOWN WERE LOCATED FROM BEST AVAILABLE INFORMATION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFICATION OF ALL UTILITY COMPANIES AND FOR THE LOCATION AND PROTECTION OF ALL UTILITIES THAT MAY EXIST. SSOCOF FLORIDA LAW (F.S. 553.851) AND (F.S. 556) SSOCOF 1-800-432-4770 (SUNSHINE STATE ONE CALL OF FLORIDA) PROTECTION OF UNDERGROUND PIPELINES MANDATES THAT NO EXCAVATOR SHALL COMMENCE OR PERFORM ANY EXCAVATION IN ANY PUBLIC OR PRIVATE STREET, ALLEY, RIGHT-OF-WAY DEDICATED TO THE PUBLIC USE, OR GAS UTILITY EASEMENT WITHOUT FIRST OBTAINING INFORMATION CONCERNING THE POSSIBLE LOCA11ON OF GAS PIPELINESIN THE AREA OF THE PROPOSED EXCAVATION." THIS INCLUDES ANY OPERATION UTILIZING HAND TOOLS OR POWER TOOLS WHICH MOVES OR REMOVES ANY STRUCTURE, EARTH, ROCK, OR OTHER MASS OF MATERIAL BY SUCH METHODS AS DIGGING, BACKFILLING, DEMOLITION, GRADING, DITCHING, DRILLING, BORING, AND CABLE PLOWING. THE EXCAVATOR MUST NOTIFY THE GAS UTILITY A MINIMUM OF 48 HOURS AND A MAXIMUM OF 5 DAYS PRIOR TO EXCAVATING (EXCLUDING SATURDAYS, SUNDAYS, AND LEGAL HOLIDAYS). TRENCH SAFETY CONTRACTOR SHALL COMPLY WITH OSHA TRENCH SAFETY STANDARDS 29 C.F.R., S. 926.650, SUBPART P, AND ALL SUBSEQUENT REVISIONS OR UPDATES ADOPTED BY THE DEPARTMENT OF LABOR AND EMPLOYMENT SECURITY AND WITH SECTION 553.62, FLORIDA STATUTES. P.O.S. (SEE IRRIG. PLAN FOR CONT.) P.O.S. (SEE PLUMB. IRRIGATION REDUCE �y PLAN FOR CONT.) PRESSURE BACKFLOW_+ \Z PREVENTER & Y Z = IRRIGATION LINE 5/87 DOMESTIC METER 1" IRRIGATION V, CNN METER G.V. CL CONNECT TO 2" POTABLE WATER MAIN NOTE: DOMESTIC AND IRRIGATION BACKFLOW PREVENTERS WILL BE PAINTED BLACK AND SCREENED WITH SHRUBS. IRRIGATION CONNECTION DETAIL 5/8" REDUCED a PRESSURE ASSEMBLY T BACKFLOW DEVICE (A.S.S.E. 1013) 1" G.V. CONNECT TO 2" POTABLE WATER MAIN , NOTE: DOMESTIC AND IRRIGATION BACKFLOW ` PREVENTERS WILL BE PAINTED BLACK AND SCREENED WITH SHRUBS. DOMESTIC CONNECTION DETAIL AS -BUILT DRAWINGS WILL BE REQUIRED WITH THE FOLLOWING INFORMATION: SANITARY' SEWER 1. Top elevation of each manhole frame and cover, 2. Invert of each line entering and leaving each manhole/structure. 3. Length of each run of main between manholes (center to center). 4. Actual grade of pipe between manholes. 5. Locate all service wyes from downstream manhole with depth at lot line and distance from the main line. 6. Locate with measurements from permanent visible objects all fittings/ accessories not visible from the surface (minimum two point ties). WATER SYSTEM AND FORCE MAINS 1. Actual lengths of pipe between branches and valves in the run. 2. Locate with measurements from permanent visible objects all fittings/ accessories not visible from the surface (minimum two point ties). 3. List the depths of the lines at all valves, fittings and fire hydrants. LEGEND Existing Contours Exist. Spot Elev. 2" Water Service 8 " Fire L in e 1� 41 -1 N E -4 N E Q O i LU E o 0 (D 0 O 0 N 0 O � W 0 U O O O rn I o I of I r d' 00 a a Q °} a T(n V N 0 Lr rK (° to o Q0 M 00 0 z w Q 0 z � Q � n.ry Q �0 0 C�3 ry C) J _1 . n o 0 z_ �= 00 W I _ � W � � z_ 00 0 r I w z o m 0 ry 19 - --- / + 117.0 2 WM 8 FL JK DESIGNED JK DRAWN 10/15/05 DATE C5 SHEET E- 1n w M rn N tzz 12 0 m 0 0 to CN 17 0 3 -9 ai Cl) 0 m a 0 m > X w W m1 0 1 4 0 0 N X - 1n 3 In - 0 - I LO 0 0 CD C Y 'n rn c 3 0 R. Al ZONING UNPLATTED / .,�„.�� vvV • .5�' Cross VINYL FENCE I Access , Eeserr�e UNINCORPORATED , „ ORANGE COUNTY End 6' High B I q ck EXISTING NORTHWEST DITCH Begin 6 High 10, , Chain Link Fence D Met,ol, Fe A _ _ ._'`____1 C $ ° 1 2'-O" MAX.10'-0" TO CENTER (MAX) _ _ _ SPACING Z/ 146a9 69 - - - - - - -_ - _S 88°1325 ly- - ---- - - - -_, - -- ...-_ .�- _ - - - --- _... - - -- _ I! ,: w, ° —..-:.----::-.-- - >, „-, ,.. +®��® ,. X RAIL - +,:'' .�+-�. .. : , -� .,... ..... ,,:J..:::- ' - -' - .':�:: ;- - ®'���_®�,®' = ._ - POST CAP - - _ - _.. _- '' + :,- - ._ - . _ _ - : ..:, .. _ _ .r_ - 1 V yr ,r ,r iE" r ? + : ; coo � _ i v. 11 _, t;. : �� �+���� 1 _. - .. _ , . -���� ?E ��� �,, �� __� I .1 _- -%1910 w✓ ', ��`'!-�'� L� ,L. E I. '`� • �' POST HER �,� 0 W .,c,✓ - .�q 4 I �^-�' ,W, ,I, waaD F w /: _''� CORNER --- �� BARS #91/TIE WIRES _ _ , 1: .. ,I.r :� ,. ,Ix , ,i.: .,: y , ,I.: ,Ir a. 41 ..r .. " ,:� , �, ..2% F FABRIC 12 O.C. 'i . 6C p 8 ROUND f - -'-.__ - , •i,• ,,,. .yr ,4r �. ..L, •,I' ✓ ., r ,.. ,� •Ax ., yr �: •Ir :I, .J: 11 4_''??= r'2C ' N'M , .J. .J,, ... r .W .: „ ,1:' •b ,.. „r IJ, : ,L• •J: •1,. � /, , ° I - 3 -- --..a - •� HI h B`Iack11,_ •yr k yr •.i:., ., .,,, „ , , I i d- TRUSS BARS LINE POST TOE o., = p:r'_ i ,►. .1' ,Ir Chain ,;Link Fence •', „ Ix ,y• , 'Const:L Enclosed Dumps L t,� (SEE NOTE 1) TYP cci ®; �, w• , U: Pad See... Detail hJ` w L.. ..._.I X 2 TURNBUCKLE TENSION WIRE ( ' )� -_�:. . ,,, . ,L. , (Sege Detgil-Shee't,,L''1L.1.1k 1:( eefJ L1") - z 11i.GRADE - < "®: - ,I -I'll yr ,P •y ..Ir , , (- .I„ ,,. . .W/4 : -.1! \ \ �` \/ -- - , .I,. ,L. .4, ,r 'I., - - l . �' - - „ - - o- 6 H,iah Deco' w , ,j ,7,. q,, "t. v. •.Ir ... •Ir „ ,I: , „ {, ,Jr ,. ,.I.: J - I , iQ f ® - Ix •4, _j----2500 PSI CONCRETE t. rn ,.6�r-K `Meal Fe` M F'r „ L n c.e` ..I,. ,v -1 , ,:_ � *" " / � '' �r ,.- �r , ,rY ,r .:Ir , •.Lr ,i. v ,L. ,Jr �ff' _ \� j v - r „(See Detail— ; •. � ' & ® , 'i ., ..,Sheet..• L1) (00 . � 12 4 --.� 12 - „ J I FENCE DETAIL m : - _C - ;:®,- , : •Ar ,, '.L ',ir , .1. w, Jr C,: _ • _ .. - - 'I' 4 • r ti{L'�` - ®: - ,L• .4' q. V. .t. .J: .r ..L, I.L. . ,y ,i: ,r J. ... .i,. , , - - -._,-- - .' 'J• ,I.• , ,y. ,L. 'Ir ., ,.I, .y, ,.r , ,J, .,I. .,,,. ,Ir ,I: - - __ 4' ., V ,J, Rd,:. Vic„ BOAT STORA. G ,AREA° ,15' .,.Sidewalk a I - 1.--'.-.Q �,-- -'.�: ,. .I, �r --1.. ,.Ir 1 ,.. ,., ,., .Ir ,I+ ,.. ,. J: „ „ ,� X ° ', I 1�0 __ -- p� __ ✓ ,SOD ,L' "" ", ,, •J. ,y, J, , r --`,KY_':: .. ,L ., •,Ir „ •.I' ^d: ,✓ „ vlr ,,x ,,, ,v ,,, r , (/ ,L' '1: „r v I p l „r yr :; . 3 8 ADJ. MI• . ✓ - f GA TE ATE PO ST GAT E COR NER / - �L „ TRUSS ,u - RODS ,Lr „ , I. 12 GATE - _ , - . GATE _ " _ +.: „ J, „ ,. .. POST • f , t - -_, ,1 •6• +,Ir r . V' .,r nF" „ +J: „ •.L• .v r ,ir „ 1 .. W ° h Back ,. FRAME (TYP.) W — l - i `':iiC' lY .I - _ ..I. ,i• ,dr ,V ,L. ,r ,V „ ,,ir ,,. .. 'I,. „ ,. .. :. ,. ,r - _ - - -- - - ( ._f L ;: ,, ,. c h� e` 7 _4 -: F -� j , ABRIC 1� � 12 1,2 .Swin' i . Gates o _ 9 K a is=:: ®.' ,I• ,I, ,L, •c, 'Ir - ,i ,. ..y, •1, i y- J. L, Q in ° .,, w Knox K S - I I- ro -- - - - .I. ,,: •Ir ,L. ...L' ,J: .r �, . ecui'.or:: �. - ,I. •L is .1. ` - :, . - 01 e L y, L' E ehlc a Ac es as h J; � m erg., V . I c. I I. fl - -0:,. : �_ , ';- -' - - - - , •.V '+V ,r gr ,Ir „ ,,r ,V , ^Ir m J w^\ _ t �' f .CQt - _ _ _ - —T f See 7 9 e e Det h' e , c i! : et e , �. ,,. „ / O // I ////// O = 8 FL FL" 8 FL' PAL_- —�'" - ,J: N� : c� cn �, ... ���f////�.t��l�////////////////////// , ,... . .:: — 8 FL ' �t� ZO i=t _--- 8 FL 8 FL , ----- -� --- _ - [�i;' j v � •. r 2500 P.S.I. �-CENTER SHOP �. O1 _ - _( 7 V _ � .; 5 _- -_ - i ®: r .,r „ K I : � ° " „ CONCRETE 12 x 12 x 12p� " ' ',� - Retention ®.I - --_..:_--- 'I—y — x N� DOUBLE SWING G �, — _- _: ,L' + I ATE DETAIL L .rI ,.r *,b yr _ V Pond ,Ir ,p rl, ,,I: .,. µ, .. ✓ Ber1� h 18c Tr ash t `L• =_v - - „ Ir ,P „r •L, ,4• ., ,p, .,i.' .L. ,+ ,,,r ,L• ,. .. ,Jr ,,, 41 ,I' ,I ,j, r - - X V x �- . Rec e L.,I `taG 'irIe :U Ir .L• ❑ ti: NO k - � ( TES: - / ''�"� .;, (S2e wrDetailµ' Sh''. L2 `';� SQUIRED FOR EACH GATE SECTION AND THE N ® - qf'.J::','- I 1. TRUSS BARS ARE R I FIRST SPAN ON EACH SIDE OF A CORNER POST ® ' ,-, T _ ,, dr v ,t, ONLY. c I j Jr1- .,I, ,U .,, :Lr . I, I. ,N 2.A - ALL FE NCE ,b MATE .f: , RIAL : INCLU DING UDING I. •I: MES H SH FA BL.RIC, ABRIC PO STS, t ti' S 1 CLIPS , 1 , r nd' �6, 1 H i" h De' J' , •I• CO I ,I' ,d+ r •.I, . 6r .i � , °,: h�. D ,,.c X X , O,r CAP S, TE NSION ENSIO N W ,r IRE ETC... i• u TO B EB it LACK VI NYL INYL COAT - - l ti COATED. q I /� -iO!«, ,J:. ,b ,Ir : ,i. ,ir ,: •I,r ,. •,V ,,, ..A. ..,1 '! ,,V •.,x ':,YI etral ,F'J r `� + ° c �, I en,ce•. I �..I i _ Metal"Fence , J,r V' 60.�4T,I STURi .�E rARE . '� gip, _ Rc „ ;, yr yr BLACK VINYL COATED I. ,. ., ,I' ,Ir •d: „ ,k ,. •,I. ,r ., ,. '.4' SO✓• , ,I: yr ., 'L' ,, ,Ir „ ,. .. , ,Ir .N(Seer +D etball ,% I o _'''_ �' , CHAIN LINK FENCE D -i;®-,y�� ..b. ..i. .t: .... L.DETAIL•.I,, .. ,.L' ,F• •,ir ,r , ., ,ir V. .q. .., ..I. ,r ,Ir v. ,., .r r Sheet •,) ., ,, N.T.S. i� \ . �, �„''' ,,. q; - - :: ,I, .,p ,L •,U ,L, ,q, 1. •Ir y{' .d. ,L, q,, ,.,,. . 1� • „ ., ., , ,. ,,, , ,Ir ,1: ,y. v •,I . , ,I," „ `J: •:r "' „r ", X , w d. ,I. •.I' ,L• ,,I' ,L, ii ` _ _ - - - .q V.• ,ir ,V ,L, ,J, ,.I , ,L ',1' ,.r r ,I.' ,.r , „ - y ,L. ,i. ,4. ,,,. .y. ,y. .dr ^Jr II„ „ , ^.L' ^4r •Jr ^1, ,I.n ;_1 � , r ,,I ,L• r .y, v: ,a 6 H I Hr' „ N .4.: / IRON 0 8 Y DIA BALL FINIAL ® _ -� L 1 m a. yr J. , B e 9 i'� 9 F IA D. I .. ,Ir ,V Jr d ,i. ,!, .,y, .y „ 1� , 0. J,. CAP ,MAC/D PLS4a. ,, B I Cf c k Chain Li ri k ' ° ( s' DIA. ALUMINUM RINGS ® a y/�\ ®' .. .,I, ,Ir ,Ir ,I ,J.r -, ,�. �r .J, ,, ,I:' .. .b. „ ..L. ,.r qr ,, ,,r .J. , .Jx .i Fe• 1 ,,:. '„�,.V ,,E 7„ v. U,: ,J, „L: ,L• �D` -- _ - — _ ,�,,. ' .\ ! ® t A „ r •J.' ,J: ,. ,1, -J: , , I , Ir Ir i ., .I .. I. !� ,L , J. I I I �,t�,l/ .._r Fence, I 91111 -J 1\,.-,.}. -, '..:.'::' 'fr ,4' ,I: ,;. yr ,L' Jr •,i ,I,r „ ✓ ',i: Vr v ,L• ,t, 'L, ,. I v. „ .I ----- ._-.....- ___... - - _ - - - - - _ - m `i ,'I.,,Q -,5 ';" ,t . 3E ? Bi" iE ii " ' —w - I I „ „ 206 - - I - - - - I L. ., y ,w „ �, ,4• ,r •J, ,Ir ,L' „ :, �<'�,: ° --, :..... _8"4-. 1,.6 ,� 53 56" - - � - „ 884316 E 1721 _ - -e .;0. .p ,i ..I,. ,Ir ,Ir ,4,. it '-0r ,d, J ,I , `� 0 ` I V 54° - - - _ - _ _ - - -03 + „ .L,. J. ' ®I' 3�' CrOSS ° _ _ _ - - _ _ _ _ - - _ 3/4" ALUMINUM PICKETS Mp - a - -.5i i.. ,I. .,. p ,d, ,.I: „ .1,.. ,.L^ „ ,I,, „ ,P .ir ,i^ .� 'I Acces •„ _ - _ - - - - 0 -_�:: ,_;. _ y„ „ „ a. .,,, 1. ,�:'���pp,,;I s Easement °-_-__-_-__=_==_'_ ---- �__--------- -POWS - °+,.. b .. .,, ,. ..,, ,p• ,Ir ,L wr ,L. �, „ ,i,. .L• ., ,l, ,4--:YY;: 13" I 1`----_- - _ - -'C�" - - - - - - - - - - Y ALUMINUM _ __ - - - - -Not Included ®'i �� „ xi�;.'j1 4 I_®;-, •,4. ,I, „it, ,. ', _.� � III -�A I; �,: 'a" ,p ` �i _,,C+ri,.i: ,J,. v, ,J. ,.4 ✓ V:• „ .. •,I.•• n +J• , ., .yr - �' :� �' a �, ,- �' CY �— m - �, r; ,. J: ,J, .,r .Ir ,v ,I ,,r u. .a: „ , ,1' : a: 41.8' � Future � : _ � ~• , • ` _ _ 4 ,. I I1 ZONING •• NISH GRADE t L8 Cl7?' OF OCDEE it ,I. ,y. .Jr ,d, ,,. ,.I. ,,. •. ,I ,I .: • III* T6 - s "- _ ., yr ,1: ',, ,L. ,la,-k LDevelopment ° , . 1. ra°" 6 H Igh IB ^ BAR® :� i „. N o� ° CONCRE E FOOTING \ �.` , „. C hI a'i n ,Link N E.- I I �► '�. - "` .t. „/ Fen c'e . rB �,CE3Q?j f' 11. ®� M T3 0 - „ - � _ I _ (Sec A, j!94I—Sheet ,I,L1 1, .,,: , _ ZI,'11 13" COMPACTED SUB GRADE ffU 0 l �' — — s e _, .t _ ® v - 0 ,� 1 ° p L'` ; 78.04' /V 884633 �E T6 TS ,�® {` ..' =�8" OECD METAL FENCE DETAIL ZONE X - = ZONE A Te ZONE A ` - -- _ ° ._, �::; Q P ®' O36 4 N.T.S. rs \ A,. - . I re ``:';, U!� ate= 2 Ts l �. . . > 11 ZONING ��.,.,, _3 i 41L � ...... �4_-�-!!- -;--,F - " �`�0 C I CITY of ocoEE — - re — — ���\ TB `'i l ��� o WITHENC2 COATS PAINT, OSURE TO BE �CCO LIQ/1/ 88 46' .3 T `'. -� '; 26" 34" COLOR TO, MATCH BLDG. e re I — �<;_:� .,� STUCCO BAND ALONG I ��,,1 ®® I ��•,� G TOP OF WALL 12 CLEAR 19.80 ® s` ®' 1 rS� \ ¢-17: \~ I , 0 � 1 TS -\ ®; r N ,., . EXISTING NORTHWEST DITCH �� e �0 E� `';�;;;i 14" e r ,. _. _ �, , - - -- - -- - ,. T ®` L' . �.� 4 Droinage Easement re �� TB , .S c a !I; `� To Be- DiCntdo �¢• i QN\,}� iI c f i+.i of fl^ncc �6c�f�' �• ra rR , �J P 0 L.\ 5� I�JIr�cS r LANDSCAPE KEY .4 Symbol QTY Common Name Botanical Name Specifications I '' CANOPY TREES LANDSCAPE TABULA TION FOR TOTAL, SITE" GENERAL REQUIREMENTS ° it ; 11 11 1 1 p, I + 10 QV Live Oak Quercus vu'giniana 3 -3 1/2 dbh 10'- 12 ht x 5 s container own ADJACENT TO BUILDING ; -- : 1130 LF BUILDING PERIMETER REQUIRED PROVIDED _ ; FIN. GRADE NORTH PERIMETER 30' I 1 TREE 1 TREE I j P :: __... :, :> EAST PERIMETER 24 I 1 TREE 1 TREE I I U SOUTH PERIMETER 30' I 1 TREE 1 TREE C - 44 QV2 Live Oak Quercus virginiana 1 1/2" dbh, 4'-6' ht x 3' sp, container grown WEST PERIMETER 24' I 1 TREE I 1 TREE ! ° . I D �J M I� S TE R , I DECO ENCLOSURE DETAIL. METAL UNDERSTORYTREES EAST PROPERTY LINE DUMPSTER GATES- 2/100 LF CANOPY 21 IAE East Palatka Holly Ilex attenuata 'East Palatka' 2"-2 1/2" dbh, 8'-10' ht x 3' sp, container grown 31100 LF UNDERSTORY REQUIRED PROVIDED (5) VERTICLE #5 REBAR 1 _ EAST R 615' 12 SHADE TREES 12 SHADE TREES (5 Exist.) AT EAC CORNER 1 1'2' 1 - 1 1, 1 1 " c 19 UNDERSTORY TREES 19 UNDERSTORY TREES POURED LINTEL BEAM REINFORCED (TYPICAL 10 LI Crape Myrtle Lagerstroemia indica `Natchez 6-8 o.a. x 4-5 spr., std trk 2 cal. 6-8 o.a• x 4-5 spr., std trk 2 al. # f�-WITH (1) HORIZONTAL #5 REBAR 4ERCICCEAA REBAR (TYPICAL) ® BOLLARD Nh: 4 AT CORNERS (TYPICAL) ; .. � NOTE: DUMPSTER ENCLOSURE ADJACENT TO CONTIG. PROP. A POND - . --*---STANDARD 8 x1:6 CONCRETE WALLS TO BE PAINTED THE SAME SHRUBS THE ENCLOSURE SHALL .-• 2/100 LF CANOPY EXCEED THE' VERTICLE " " BLOCK FILL ALL CORNER CELLS I- COLOR OF THE OFFICE BUILDING 0 270 VO Sweet Viburnum Viburnum odoratissimum 30-36" o.a. x 24-30" spr. 7 al. ca full 30" o.c. 3/100 LF UNDERSTORY HEIGHT OF THE DUMPSTER ."I � WITH 3000 psi CONCRETE, USE TRASH p g REQUIRED PROVIDED WITH A MAXIMUM HEIGHT ;: PEA GRAVEL SIZE AGGREGATE MAX ( I d- 1) HORIZONTAL DUMPSTER ® 1110 Jasmine 24" o.a. x 24" spr., 3 gal. can, NORTH R 780' 16 SHADE TREES 16 SHADE TREES (3 SIZED PER CODE, 13 SMALLER THAN CODE) *** OF 9 " 6" 3000 PSI FIBERMESH 5 REBAR11 *** CONCRETE SLAB L — _ _I 23 UNDERSTORY TREES 5 UNDERSTORY TREES ° ? :. ' TYPICAL) '' GROUNDCOVERSSOUTH It 765' 115 SHADE TREES (15 SHADE TREES (3 SIZED PER CODE INCL. 1 EXIST.), 12 SMALLER THAN CODE) * -* . ": 23 UNDERSTORY TREES 2 UNDERSTORY TREES **** ..,, _ '�� •''-''''"••' FILL YAAL') RNER CELLS * r ////� 1422 Conferedate Jasmine Trachleospermum jasminoides 24" Triangular Spacing, 1 Ga. Container WEST FE 470 9 SHADE TREES 10 SHADE TREES (10 SMALLER THAN CODE) *** (2) #5 REBAR, f . '�'•,;•: ':- :.::,;; :•'' "'��':':•. *. 4 ITHV g 1 1 p CONTINUOUS TYPIW.•1 , 2,230 SF St. Augustine Floratam Stenota Krum secundatum Solid &weed free 114 UNDERSTORY TREES I 0 UNDERSTORY TREES *** (TYPICAL) ' �.' `' ' "`• _ _ EAST SIDE OF POND 400' 8 SHADE TREES 8 SHADE TREES (8 SMALLER THAN CODE) *** ) :: • SECURE HEAVY DUTY ** ;:.,` - 29 272 St. Augustine'Floratam' Stenotaphrum secundatum Solid & weed free 12 UNDERSTORY TREES I 0 UNDERSTORY TREES *** '-E' , NATURAL GROUND GATE HINGES TO BLOCK . SECTION, VIEW 98� PDENSI°Y BY WAL LATH BOLTSANCHOR PLAN VIEW BLACK PAINTED METAL GATE MODIFIED ' *NOTE: 75% OF THIS PLANTING AREA CONSISTS OF SHRUBS (SWEET VIBURNUM) AND GROUND COVER (CONFEDERATE JASMINE) **TREE LANDSCAPE TABULATION REQUIREMENTS *** I PROCTOR APPLICANT REQUESTING WAIVER ON SIZE OF SHADE & WITH THE REMAINING AREA TO BE SODDED (ST. AUGUSTINE) ARE FROM OCOEE CITY ORDINANCE, No. 99-23 QUANTITY OF UNDERSTORY TREES IN THIS AREA I 'DUMPSTER T ** o LANDSCAPE DESIGN STANDARDS i8174.12 (SEE WAIVER TABLE ON COVER SHEET) ° DUMPS / ER DETAIL NOTE: 15 /o OF THIS PLANTING AREA IS TO TO BE PLANTED WITH SHRUBS(JASMINE) • � � I I � WITH THE REMAINING AREA TO BE SODDED (ST. AUGUSTINE) N.T.S. 4 41 -N rn aa) Q) U) o C: E o v U Cn a) aU W (If U Q) O O . 0 OU U O O O Lf) o I I rn N I O N � 0 Q) ❑ ❑ o- a o_ ❑ ❑ ❑ ❑ En ❑ a) ofof of W o 0 0 Q �f I - I N 0 I I Q M T- 0 z Q J w CD w Q n ry �' U C,() (f) r-) I-_ ry Q Q � _ 0 m 11 46 C;d - Q � U I__ V) c.n 0 3: Q _J U LLj J a_ O 0 O w LLJ LJ y r,, z 00 C5 af I w z o = 114 O M^ (1 JK DESIGNED JK DRAWN 10/15/05 DATE L1 SHEET 7,c Uj w rL M 0 co 04 CD 0 0 0 3 0 m `4 0 I L N i m m 3 L0 o. >n 0 CP N CP x 7 rT '3 d II NOTE: STAKE TO FIRST BRANCHES AS NECESSARY FOR FIRM SUPPORT ° WIRE SHALL NOT TOUCH " OR RUB ADJACENT TRUNKS OR BRANCHES4"e,. 3" MULCH FORM SAUCER WITH 3" CONTINUOUS RIM � •'''II IIII 191111 .I 11= I I ICI I � :.�:•:� SPECIFIED PLANTING MIX WATER & TAMP TO - REMOVE AIR POCKETS 11=III i 2 X BALL DIA. MULTI -TRUNK TREE STAKING SCALE: NOT TO SCALE • AGRIFORM FERTILIZER TABLETS PLACED A MAXIMUM 4" FROM ROOTBALL AND 6"-8" BELOW FINISH GRADE 2" X 2" HARDWOOD STAKES DRIVEN FIRMLY A MINIMUM OF 18" INTO THE SUBGRADE PRIOR TO BACKFILLING 2 STRAND 12 GAUGE GALV. WIRE TWISTED AND ENCASED IN RUBBER HOSE 6 - 9" FROM TOP OF STAKE 2 WIRE SUPPORTS SHALL BE USED ON MAIN STRUCTURAL BRANCHES "DUCKBILL" TREE ANCHORS (3—REQUIRED, EQUALLY SPACED) 2—STRANDS TWISTED #12 SOLID GALVANIZED WIRE AD J— A— TYE ROOT BALL TREE PIT —LIMIT OF MULCH DO NOT CUT TERMINAL LEADER SELECTIVELY PRUNE TREE CROWN i 1 �— REINFORCED RUBBER HOSE REMOVE BURLAP FROM UPPER GALVANIZED STEEL 1 /3 OF ROOT BALL AND CUT SLITS TURNBUCKLE WITH WHITE ON THE REMAINING BALLED & SURVEY TAPE FASTENED BURLAPPED MATERIAL SECURELY TEMPORARY SAUCER AGRIFORM FERTILIZER TABLETS FINISH GRADE =II1I11111-- '-III-III-III- • • R • . I I-III-i � 1= I � �=1il=lil-i.... . •-lil=iil� PLANTING SOIL MIXTURE SOIL MIXTURE PLACED IN THE BOTTOM OF THE 1-111-1I I-I11=111-I-1I1=!" �' PLANT PIT SHALL BE EXISTING SUBSOIL TAMPED PRIOR TO THE SETTING OF TREE TO PREVENT SETTLEMENT PLANTING PIT IS TO BE 1.5 TIMES THE ROOT BALL TYPICAL STAKING AND PL.AIIaNG DETAIL, SCALE: N.T.S. 41-011 TRASH I CIGARETTE 1'-0" BOLLARD 4'-0" ' T O �- y f BENCH 5'-0" 0 0 CON C-RETE SIDE'VALK BENCH AND TRASH RECEPTACLE —EDGE OF PAVEMENT OR CURB 1.5D �— SOD EDGE OF REDLINE " ;.•. : t z: NOTE: FORM EDGE OF BED, THEN FILL IN BED AT TRIANGULAR SPACINGSPECIFIED AS P ON PLANT LIST. TYPICAL SPACING DETAIL SCALE: N.T.S. SAUCER 3" MULCH ICI-1�1=1�1=1�1= ..• . -'li-Ifl-ill- .• _ IE AGRIFORM FERTILIZER TABLETS ,— FINISH GRADE SOIL MIX WITH TERRASORB GRANNUALS GRANNUALS PER. MANUFACTURES SPECS. BALL OF EARTH & —I l---111�11I—I II—I11-- I—III-1I I � EXISTING SUB SOIL ROOTS (VARIES) = 11=1 (_(� I=1 I —I I lEd I I 1=1 11= COMPACTED 1I r=11 1111WI I,I I I, 11Ll I PLANTING MIX TO PLANTING PIT IS TO BE PREVENT 1.5 TIMES THE ROOT BALL SETTLEMENT TYPICAL SHRUB PLANTING DETAIL SCALE' N.T.S. SAUCER AGRIFORM FERTILIZER TABLETS 2"-3" MULC FINISH GRADE IL�11—l1 11 :. -III—III—III: ~ TilI�lIf 1I 1I t—III- " SOIL MIX WITH TERRASORB -III— I.III=.:- =I I[ GRANNUALS PER MANUFACTURER SPECS. •: COMPACTED �'',,�_,:..:%a;c:;�„:•; EXISTING SUB SOIL PLANTING MIX TO W PREVENT1(— SETTLEMENT ;III__-111 II---III—_„III PLANTING PIT IS TO BE 1.5 TIMES THE ROOT BALL TYPICAL GROUNDCOVER PLAN M DETAIL SCALE: N.T.S. 0 PRODUCT: AT10OR MODEL: ASH/TRASH - RIB Cn COLOR: DARK BRONZE co 0 E v) E DESCRIPTION: Our ash/trash unit is fabricated with a 4 0 E v 3/4" diameter hole for trash and a 13 1/4" diameter > 0 a) galvanized collection liner, and are offered in diamond, ° perforated or rib patterns. Standard or flare top options ry 0 o are available. All are sold standard with black ashtrays O 0 and can be surface mounted or used with our optional o inground mount. All colors shown here. ► `;' d- WWW.WABASHVALLEY.COM CONTACT MARY LANGSLEY 0- AT CONTRACT CONNECTION 0 FOR ORDERING INFORMATION 1-800-772-8369 Lj 0 o I Iy, co Z *- N PRODUCT: ER4520 MODEL: 4' BENCH - RIB COLOR: DARK BRONZE DESCRIPTION: SEE PHOTO BELOW WWW. WABASH VALLEY. COM CONTACT MARY LANGSLEY AT CONTRACT CONNECTION FOR ORDERING INFORMATION .1-800-772-8369 SITE FURNISHINGS ARE, OWNER'S OPTION. COLORS TO BE APPROVED' BY` OWNER. 4 , ,,:,,.�.,.Ll,..rl�',,,� L1�"�i,;,,f •:,,.,I;... ,:5.'I;,.,.a�, ,�;i�'�..L�I,,.,.;Lt,:."„Lt...;(t::,.,mieL,..fi„,,,,,,I„n"f��.,.. „I���.L�,�•r'I��,,,..�����„�� ,�� ��,,,, ROOF Is — — FLOOR LEVEL 0'-0" - FRONT, ELEVATION —/ ROOF 8'-0" SIDE ELEVATIONS ° , „ { FLOOR LEVEL 0 —0 I 8'- o" t I. �It1_ >.s.t ,ROOF [L r. -r. , r ,r,.,�y°„,,.._," ��,." ."„ yu",._...•,_ya,,. _°. yM1.. .,. •t"w,..... �.,..- r Y' r 5^,,"..,_,w, y„„..,_-, i I'I1 ^I I• IIII{ ., FLOOR .LEVEL o'-0" o ; REAR ELEVATION MODULAR -OFFICE ELEVATIONS • U 0 ° S 1 a � J Q ~ W W � 0 Q ry � O U V) 0 Q ry ryO Q Om 86 0d U � (n W z Q U J n O CD O W ry LJ V r z 00 CD r w z o O m --- ry JK DESIGNED JK DRAWN 10/15/05 DATE L2 SHEET� P . , SODDING . I . . ' 01.00 . WORK INCLUDED - The Contractor shall furnish all labor and materials to complete sodding of areas GENERAL CONDITIONS H. Backfill shall be watered twelve inches (12") at a time. After backfilling is completed, rake � . shown and labeled sodded" within the contract limits line shown on the drawings or herein specified. 01.00 WORK INCLUDED 2. MATERIALS smooth to finish grade and mulch all plant beds. All trees ,and shrubs shall be mulched with 02.00 QUALITY ASSURANCE (see general conditions) 01.01 The Contractor and/or sub contractor shall furnish all labor, materials and equipment necessary for A. Planting beds shall be loosened to a minimum depth of 6" and fertilized with a commercial S.Q. Peat also be applied at the rate of after planting and finished grading are completed. Shrubs shall, have mulching of three inches , (3") spread uniformly to cover entire area of planting pits. Areas of ground cover shall be the completion of items as shown on the plans and/or specifications. fertilizer s the rates describe in Section moss shall two inches (2") thick and worked into the upper six inches (6") of the bed. mulched the same depths as planting pits. For the purpose of preventing girdlfhg of tree 03.00 SURFACE CONDITIONS (see general conditions) trunks by weed eater equipment, a three inch (3") deep x three foot (3') diameter mulched ring 01.02 Work shown on the plans and not mentioned in the specifications, or vice versa, shall be done as if inconsistencies or errors be found, the Contractor B. The quantities given in the plant list are approximate only, and the Contractor shall furnish and shall be maintained thereafter b refilling as necessary with mulch and b spraying with weed Y 9 Y Y P 04.00 , , PROTECTION OF PUBLIC PROPERTY see general conditions ( 9 ) z shown on both and should any actual or apparent shall notify the Landscape Architect as soon as they are discovered and not proceed with any work plant all the plants required to complete the work shown on the drawings and the specification additional cost. Any discrepancies found between the plan and plant list shall be noted killer to prevent encroachment of grass and weeds. 05.00 CHANGE ORDERS (see general conditions) O where such uncertainty exists. at no at the bottom of the bid, so accurate quantities can be incorporated in the final contract. I. OAK AND PINE INSTALLATION. Special drainage condition may be required and should be > 01.03 Should any objectionable materials such as old concrete, asphalt, lime -rock, sub -base, bricks or other C. Plant names conform to the names given in "Standardized Plant Names" 1942 edition, evaluated at time of installation of oaks and pines. Special planting preparation, i.e. raising of planting levels, sails amending, etc., may be required depending an drainage conditions. 06.00 CLEAN UP (see general conditions) W ry debris be encountered during planting operation, they shall be removed from the site by the landscape prepared by the American Joint Committee on Horticultural Nomenclature. Names or I Conditions may vary between each planting location. 07.00 COMPLETION AND ACCEPTANCE (see general conditions) Contractor. varieties not included therein conform generally with names accepted in the nursery trade. 01.04 The landscape Contractor is entirely responsible for the work until final acceptance. local ordinances.- Obtain all permits and bonds to construct the project. , D. Plants shall have a habit of growth that is normal for the species and shall be sound, healthy, J. Pruning shall be carefully done in accordance with each plant species' requirements and/or as directed by the Owner or Landscape, Architect. The amount of pruning shall be limited to, , . INSTALLATION Corn I with all codes and Coo rdinate his/her work with other contractors.-Verif all existing grades, dimensions,and conditions in the vigorous and free of insects, disease and injuries. Tress shall be heavily branched or in the minimum necessary to remove dead or injured twigs and branches and to compensate - the field and bring discrepancies to the attention of prior to commencement of work. Palms, leafed. Requirements for measurement, branching, grading, quality, balling and for the loss of roots as a result -of transplanting operations. Pruning shall be done in such a P A. It is the responsibility of the Contractor to finish (fine) grade all areas to be sodded, taking care to burlapping of plants on the list should follow the code of standards currently recommended manner as not to change the natural habit or shape of the plant. All cuts over a half inch (,(.) eliminate all bumps, depressions, sticks, stones and others debris to the satisfaction of the Owner. Soil 02.00 QUALITY ASSURANCE by the American Association of Nurseryman. Plants shall be Florida #1 or better as outlined in diameter shall be treated with an approved tree paint. f , shall be tilled six (6") inches deep to produce a loose friable soil conductive to sod growth. Water dr y under Grades and Standards for Nursery Plants. soil to depth of three inches (3") 24 hours before sodding. 02.01 All Contractors and/or subcontractors shall have labor crews controlled and directed by an experienced foreman well versed in reading blueprints and specification pertaining to their particular E. MINI PINE BARK MULCH -The rate of application shall be for full three inch (3") depth of mulch K. Planting operations shall be performed according to prevailing weather conditions at the time and at the discretion of the Owner. . B. Sod is to be installed expertise. NOTE: Foreman to have plans on -site at all times. to be applied over all shrub and ground cover areas. . within twenty-four (24) hours after delivery. Keep stored sod moist and under L. Plants are to be delivered to the site in quantities and at the dates established in consultation a shade, or covered with moistened burlap. 02.02 The Contractor shall become thoroughly familiar with surface and subsurface utilities. All Contractors 3. WATER with the Owner in order that the Owner's representative and Landscape Architect shall have and/or subcontractors shall exercise care in digging and other work so as not to damage existing work and storm and sanitary systems, waters systems, electrical and telephone cables and including underground y YS Ys Water used in the work will be furnished by the Owner unless otherwise noted, and will be suitable for a minimum of a full days work in supervising placement of specimen material. If trees are delivered to the site before said date the shall be properly protected against the drying action Y P Y P 9 yi 9 C. The Contractor shall install the sod according to good horticultural practices. Sod that is not in good z 'condition either on the. palette or after installation shall be replaced at the discretion of the Landscape Li any other underground structures to be encountered in the construction phase. Should such overhead the Owner be irrigation and free from ingredients harmful to plant life. Hose and over watering equipment shall be furnished by the Contractor. Every effort will be made to have irrigation system operational as quickly of the sun and wind. Earth balls shall be mulched with cypress mulch anb thoroughly watered P -Architect. Do not install sod in saturated soil. I - Q or underground obstructions be encountered which interfere with planting, shall 9 consulted and will adjust the location of plants to clear such obstruction. The Contractor shall be as possible. Contractor is responsible for hand watering until systems are operable. All landscape areas shall at least once a day . Proper care, as outlined above, shall be taken of any plants stored on for than twelve 12 hours. ( ) � � D. Solid, sod shall be laid with close) tamped 0 responsible for the immediate repair of an damage caused b his work. p y g y receive automatic irrigation. Proper watering and maintenance are the owners responsibility during the the site more � abutting staggered joins with a or rolled even surface. It Y 9 99 1 P 'the guarantee period. shall be responsibility of the Contractor to bring the sod edge in a neat clean manner to the edge 02.03 All grades, dimensions and existingconditions shall be verified b the Contractor on -site before Y 4. GUYING, STAKING AND WRAPPING M. Shrubs shall be pocket planted in the following manner: shrubs pit shall be excavated 8" wider and 4" deeper than plant ball. Pit shall be backfilled with a mixture of two parts approved top o . of all paving and shrub areas. construction begins. Any discrepancies shall be bought to the attention of the Landscape Architect. All trees shall staked unless specific approval for its omission is obtained from the Owner or soil to three parts existing soil. Four inches (4") of this mixture shall be placed in the :pit before E.= The sodded areas must at all times be raded in such a manner as to prevent an standing water. 9 P Y 9 02.04 The Owner or his agent, shall have the right at any stage of the operations to reject any and all work his do meet with the requirements of these specifications. Such Landscape Architect. Gum and staking of trees will not relieve the Contractor of the responsibility it P Guying 9 placing shrubs. After placing shrubs, the remainder of the pit shall be filled to grade with this. mixture. Fertilizer shall be applied at the rate described in S.Q. Sprinkle fertilisers in mixture and materials which, in opinion, not rejected material shall be immediately removed from the site and acceptable material substituted in or resetting plants after they have been blown over, nor will it relieve him of the responsibility for the plants guarantee if the plants die as a result of being blown over. All wood materials used in staking " while backfilling pit. Leave plant 1-1/2 above finished grade for mulch. F. Pe sod on sloe renter than 4 to 1 to slippage. 9. P 9 prevent sli a e. its place. and guying shall be given one coat of green stain. Braces will not be attached to the tree with nails. g y' g g 9 Duckbill staking is also acceptable. Any method of bracing other than those in the details must receive N. Trees or palms moved by winch or crane shall be thoroughly protected from chain marks, G. A19 sodded areas shall be rolled with a roller with a weighing no more than 150 lbs. per foot of roller to bumps 03.00 SURFACE CONDITIONS prior approval from the Landscape Architect. All single trunked specimen palms to be staked per detail girding or bark slippage by means of burlap, wood battens, or other approved methods. width eliminate all and depressions. 03.01 The landscape Contractor shall coordinate with the lighting and irrigation Contractors regarding timing landscape contractor must keep all trees in a sterile, upright ,health condition throughout the guarantee P Py 9 9 period. Adequate protection shall be provided at all times for planted; areas against trespassing by any individuals and damage of any kind. Such protection shall be maintained to the completion; H. Apply fertilizer uniformly at manufacture's recommended rate five (5) days after sodding and at three - of the installation of plant materials. Prior to all work, each Contractor and/or Sub -Contractor is to ; of the contract. Trees so damaged will be removed and replaced at the direction of the Owner (3) month intervals thereafter. Thoroughly water to avoid burning" or damaging grass. carefully inspect the installed work of ail other trades and verify that such work is complete to the point 5. QUANTITIES, QUALITY AND SIZE or Landscape Architect. ' where installation by the Contractor may commence. Contractors and/or Sub -Contractor must immediately notify the A. The Contractor shall furnish quantities necessary to complete the planting as shown and located on the drawings. Plants shall have the habit or growth that is normal for the species 0. All proposed trees to be installed .either entirely in or entirely out of planting beds. Planting' . MATERIALS In the event of discrepancies, all 03.02 P Architect or project manager. No construction is to proceed until all discrepancies are fully Landscapep J 9 and shall be sound, healthy, vigorous, free from insects, plant diseases and injuries. All plants in the list which are the minimum ; bedlines are not to be obstructed. Shrub beds and ground cover areas shall be kept cultivated, free of weeds and grass and properly watered until acceptance. If any tree, shrub A. Sod -Sod type shall be as indicated in the areas shown in the plans. The sod shall be of firm, tough texture V) W resolved. shall equal or exceed measurements specified plant acceptable. Plants should be measured with branches in normal position, before pruning and or plant bed settles more than three inches (3") below the established finish grade, it shall be raised to the proper level and not merely filled with additional mixed soil. .having a compact growth of grass with good root development. It shall contain no weeds or any other objectionable vegetation. The sod shall be free from fungus, vermin and disease. Before Z 04.00 PROTECTION OF PUBLIC PROPERTY pruning shall be done at the time of planting. Trees to be saved shall be protected, parking of vehicles, material storage, soil removal, and addition begin cut and ,lifted, the sod shall have been mowed at least three (3) times with a lawn mower, with O v - es protect all materials and work against injury The Contractor and/or Sub Contractor shall, at all times, p 9 J B. Trees selected should be well matched as to height, spread and general conformation. Trees by the Owner the of fill shall not be permitted within driplines, all work in these areas shall be done by hand. Transplanted material shall not be guaranteed. the final mowing not more than 'seven (7) days before the sod is cut. The sod shall be carefully cut into uniform dimensions. Owner or owners representative must approve landscape and sod installation in writing Q an cause and shall provide and maintain all necessary guards for the protection of the public. from y The Contractor and/or Sub -Contractor shall be held responsible for any damage or injuries to persons / delivered with broken balls will be rejected. All trees must be approved or Landscape Architect. All tree rings are to be mulched. Any non -deciduous trees going into plant (form to be provided by 'contractor) and owner must secure the services of a licensed pest control company ry or property which may occur as a result of his/her fault or negligence during the execution of the work. shock shall be removed and replaced. P. A hose without nozzle should be inserted into the soil just beyond the earth ball and water J Y allowed to run at a moderate rate until it bubbles at the surface. Remove hose and lace at P immediate) y upon completion of landscape and must notify owner in writing within 5 business days. The Contractor shall insure that his work does not interrupt established or projected drainage patters. O C. When all trees have been selected by the Contractor, he shall notify the Owner and a new location diametrically opposite allow the water to run until the earth saucer provided by B. Water - Free of substance harmful to growth objectional odor or staining agents. 05.00 CHANGE ORDERS Landscape Architect to make his inspection upon twenty-four (24) hours notice. The the Contractor is filled to the brim. If this water is absorbed before fifteen (15) minutes has U Contractor shall have located sufficient alternative choices to prevent loss of time in the event elapsed, this indicated that the procedure outlined above should be repeated immediately, and C. Fertilizer - FS 0 F-241c(1). Grade A or B. Granular fertilizer shall be 16-4-8 with at least 50 percent / / Any change or substitution in the plans must be negotiated between the Contractor and the Owner. that some trees fail to meet with the Owner's approval. The Contractor is to submit an for for trees. again for as may times as necessary to retain water for more than fifteen (15) minutes. (50%) of the nitrogen from anon -water soluble organic source for all sodded areas. Apply and lJ I Any work performed on changes or extras prior to execution of a written agreement may or may not installation program to the Landscape Architect review all specimen palm distribute by methods and rates as recommended by the manufacturer. be compensated for by the Owner at his discretion. D. Extent of sod to be verified by Contractor in field. Additional sod required will be adjusted upon Additional billing to be approved by Owner. Q. 1 FERTILIZERS: Peat moss'and application of fertilizer. Rate of Application: The rate of application for dry fertilizer shall be 1 unit of nitrogen per 1,000 square feet (this is equivalent Landscape contractor shall examine soil of all planting areas for suitability to sustain )ant growth and P P 9 y P g recommend soil additives/fertilizers to owner prior to plant installation. r l 0 06.00 CLEAN UP square footage unit price. . to 16 lbs. of nitrogen per 1,000. square feet, 600 lbs. per acre minimum). , The Contractor and/or Sub -Contractor shall, at all times, keep the area free from accumulation of 6. WORKMANSHIP 1. Application fertilizers shall be spread uniformly over areas to be sodded or planted D. ,Stakes - Softwood, 3-4 inch diameter square with eight inch (8") length. W rubbish and an other debris caused b his/her work. All existing plant material is to waste material, r y Y with ground covers by use of an approved distribution device calibrated to distribute n ry remain and be protected unless otherwise noted or directed by the Landscape Architect. No fill A. GENERAL the specified quantities. MAINTENANCE �--+- O material or use of heavy equipment around existing trees is allowed. Existing trees are to be protected b a wood barricade erected no closer than the dripline of the tree. Upon completion of all sodding, Y 1. The Owner shall be notified twenty-four (24) hours in advance of the delivery of any !� 2. Commercial fertilizer commercial fertilizer shall comply with the state fertilizer laws. I I A. Watering - Keep sod moist during first week after planting. After first week, supplement rainfall to r n O M the Contractor shall leave the premises completely clear of all extraneous material pertaining to his plants to the site. Delivery slips covering all plants transported to the site shall be A numerical designation for fertilizer indicated the minimum percentage respectively produce a total of two inched (2") per week. contract. furnished to the Owner. I of (1) total nitrogen, (2) available phosphoric acid, (3) water soluble potash contained ACCEPTANCE 2. Fallowing the signing of the contract and prior to the commencement of planting the in the fertilizer. The chemical designation shall be as follows: B. Mowing -When grass reaches six inches (6") in height, mow to three (3") inches in height. Do not cut'd 07.00 COMPLETION AND Contractor shall contact the Owner and Landscape Architect to work out a schedule more than fifty percent (50%) of grass leaf in single mowing. Remove all grass clippings from lawn f1 In A. Completion of work shall mean the full and exact compliance and conformity with the of planting dates to avoid conflicts in the Owners construction schedule. A. Shrubs and ground cover shall be 16-4-8 50% organic at the rate of 1-1'/2 ° area. provisions expressed or implied in the drawing's and specifications, including the complete of all trash debris created by the Contractor. 3. Plant pits shall not be pre -dug. The location of plants as shown on the drawings are ;i lbs. per 1,000 sq. ft. C. Weed Eradication -Between second and third mowing, apply herbicide specifically recommended for removal intended only as a guide. Plans shall be delivered to the site and set on the ground B. Trees shall be 16-4-8 50% organic at the rate of 1-1/2 lbs. per inch of trunk , diameter. grass type uniformly at manufacturer's recommended rate. U B. All plants shall be alive and in good growing condition for each specified kind of plant at the in the locations as shown on the drawings. All species of plants comprising a planting time, directed. The P N time of acceptance. composition shall be delivered at the same unless otherwise Owner or Landscape Architect shall then determine the specific location of the plants. I R. The Contractor shall insure adequate vertical drainage in all plant beds and planters. Vertical D. Edging - Neatly edge and trim around all plant beds, curbs, roadways, 9 9 y 9 P ys, sidewalks, streets, trees and LI__ V) C. All work under this contract shall not be finally accepted until expiration of the maintenance drilling through any compacted fill to native soil shall be accomplished to insure drainage, plants. Maintain shapes and configurations of plant beds as installed. Maintain clean, trenched edge Q period. After such time, the Owner shall inform the Contractor in writing that a site inspection B. Collected plants shall not be used unless nursery -grown stock is not available and then only between grass and mulch areas. Take care not to injure tree trunks or plant materials during edging for final acceptance shall be held. Upon review of all plants and sodding operations, the when authorized by the Owner. Collected stock material shall have a ball one third larger than 7. MAINTENANCE operation. Owner shall approve or disapprove the completion of the contract in writing. Partial final nursery -grown stock's root ball. P i. � ) �J J acceptance may be given to the Contractor, at the Owner's discretion, providing the immediately thereafter. C. The Contractor shall provide for the planting operation, sufficient tools and ersonncl to carry P P 9 P P A. Maintenance shall commence after each plant has been planted and shall continue until final Plantings, shall be maintained by watering, removing dead branches, E. Acceptance - The Contractor shall produce a good stand of grass, acceptable to the Owner and < W unacceptable work is corrected out the planting without delays. acceptance of all work. Landscape Architect and shall maintain these areas until inspection and final aCCeptdlhce. Damaged I l resetting plants to proper grades, or upright position, and any other operations necessary to car unsatisfactorily sodded areas shall be resodded to the Owner's satisfaction. 1 D. Container -grown plants shall be carefully removed from the container so as not to disturb the complete the maintenance. _J3: LANDSCAPE SPECIFICATIONS root system. B. ' ' Replacement of plants necessary during the maintenance period shall be the responsibility - _ 01.00 WORK INCLUDED - Contractor shall furnish all labor, materials and equipment necessary for the completion of planting and related items as shown on the plans and/or specifications. E. The root ball of all container grown trees must be inspected to insure that it is absorbing water. of the Contractor. . , QUALITY ASSURANCE (see conditions) If the root ball is dry, the landscape Contractor is responsible for hand watering the root ball ever three days for two months or until completion of installation. If installation is completed y ys p P C. In the event that weeds or other undesirable vegetation becomes prevalent, it shall be the , MEASUREMENT AND PAYMENT 02.00 general before a two month period the responsibility of hand watering shall be assumed by the landscape Contractors responsibility to remove; them. 03.00 SURFACE CONDITIONS (see general conditions) maintenance Contractor for the remainder of the period. D. Trees or other plants which fall or, are blown over during the one (1) year guarantee period' will 1. Trees, shrubs and ground cover will be measured for payment on the basis of each plant, complete, in place. Sod and seed will be measured by the square yard complete and in place. 04.00 PROTECTION OF PUBLIC PROPERTY (see general conditions) F. MATCHED TREES: Trees designated as "matched" shall conform to the measurement be reset by the Contractor .at no additional expense to the Owner. The only exception being . specified or indicated on the drawings and shall not vary from the size specified more than hurricane force winds. 2. Associated products, equipment and execution necessary therefore or incidental thereto will not be 05.00 CHANGE ORDERS (see general conditions) 10% or have a caliper size (diameter at breast height/D.B.H.) which varies more then 1/4 inch. Where trunk for height less d . separately measured but will be considered as included in the measurement for trees, shrubs, ground a single trunk is specified, the plant shall have a single straight a of not 8. GUARANTY AND REPLACEMENT . I ' cover, sod and seed. 06.00 CLEAN UP (see general conditions) than 50% of the overall tree height. . I) A. All new plants shall be guaranteed for one (1) full year from time of acceptance, and shall be. ` ` 07.00 COMPLETION AND ACCEPTANCE (see general conditions) G. All trees shall be planted in pits at least three feet (3) greater in diameter than their ball of alive and in satisfactory growth for each.specific kind of plant and the end of the guaranty : 3. Payment will be made based on the measured quantities at the contract unit price. earth or spread of roots. The depth of the pits shall be at least two feet (2') and as much period, except as noted. deeper as it is necessary to accommodate the ball of the roots and to permit the required 4. Final Payment will be made when the following documents are presented to the Owner: PLANTING INSTALLATION preparation of the bottom of the pit so that it will not be necessary to raise or lower the tree to B. ' During the' guaranty period, and until its completion date, any plant that is dead or not in bring it to the required grade. When the tree has been properly set the pit shall be backfilled Enough satisfactory condition, as determined by the Owner or Landscope Architect, shall be removed A. Release of lien - Contractor shall furnish the Owner with release of liens from all his suppliers, U 1. SELECTION OF PLANTS with existing soils shall be thoroughly watered during and after backfilling. existing and replaced. Plants replaced shall be inspected and accepted and then guaranteed for one as well as any, sub_Contractor doing work on his behalf on this project. The landscape A. The Contractor, or a member of his/her firm, shall select and tag all plants, not the soils shall be used to bring the surface when settled to the required grades. (1) growing season after the new acceptance date. Contractor shall provide the Owner with a release of lien prior to final payment. P _l nurseryman or wholesaler. All plants to be Florida #1 or better. C. All )ant re lacements shall be of the same kind and size as, s ecified in the last list. The P P P P . Y B.. As -built drawings -During the course of the installation, the landscape and irrigation W B. The Contractor shall submit photographs or all "specimen" plants, if any are so identified on shall be furnished and planted as specified herein. The cost shall be the responsibility of the Contractor shall, record all changes made to the landscape plan during installation. These ti- the documents, for preliminary approval by the Owner or be prepared for site rejection by the Contractor, providing the plants have been properly maintained by the Owner after the, chan es shall be careful) shown in red line on a g Y print of the landscape plan. Upon U' Owner if the plants do not meet with the Owner's approval. completion of the work and expiration of the maintenance period. damage due completion of the installation, the landscape Contractor shall transfer the red line information � Z i- C. SUBSTITUTIONS: Substitutions or plants or change in size of plans will be permitted only Landscape contractor shall not be responsible for plant material death yr to flooding (including heavy rainfall, lightning, vandalism, automobiles, freezing weather,droug'ht, winds in, excess. on to a sepia for reproducible as -built" drawings for review and approval by the Owner or his - m upon authorization by the Owner or the Landscape Architect. If plants are not sufficient size of fifty �50) MPH, irrigation failure, or owner negligence. ; authorized representative. The Contractor is to ask Owner for sepias of landscape plans. to meet applicable codes, a letter of variance from the appropriate city approval must be obtained L1J - b the Contractor prior to the issuance of any change order. If plants of smaller size are to be Y C. Written Guarantee. �J 00 accepted the quantity of plants shall be increased to meet the intent of the drawings at no F z additional cost to the Owner. ' o0 z � LANDSCAPE INSTALLATION NOTES �-' z o = d- LANDSCAPE CONTRACTOR (LC) SHALL BE RESPONSIBLE FOR: -ALL PLANT MATERIAL SHALL BE ALIVE AND SHOWING GROWTH AT THE END OF THE GUARANTEE m � -ALL WORK AND MATERIALS AS CALLED FOR ON THE LANDSCAPE PLAN. PERIOD. -VERIFYING MATERIAL QUANTITIES ON THE PLAN, PLAN TO CONTROL. -TRANSPLANTED PLANT MATERIAL SHALL NOT BE GUARANTEED. • I - -COMPLY WITH ALL LOCAL CODES AND ORDINANCES. -LC SHALL EXAMINE SOIL OF ALL PLANTING AREAS FOR SUITABILITY TO SUSTAIN PLANT GROWTH , \e -OBTAIN ALL PERMITS AND BONDS TO CONSTRUCT THE PROJECT. AND RECOMMEND SOIL ADDITIVES/ FERTILIZERS TO OWNER PRIOR TO PLANT INSTALLATION. -COORDINATE HIS WORK WITH OTHER CONTRACTORS. -LC SHALL NOT BE RESPONSIBLE FOR PLANT MATERIAL DEATH OR DAMAGE DUE TO FLOODING I . -SUPPLYING ALL MATERIALS, LABOR, AND EQUIPMENT FOR HIS WORK. (INCLUDING HEAVY RAINFALL) LIGHTNING, VANDALISM, AUTOMOBILES, FREEZING WEATHER, -VERIFY ALL EXISTING GRADES, DIMENSIONS, AND CONDITIONS IN THE FIELD AND BRING DROUGHT, WINDS IN ACCESS OF 50 MPH, IRRIGATION FAILURE, OR OWNER NEGLIGENCE. ! , DISCREPANCIES TO THE ATTENTION OF THE OWNER PRIOR TO COMMENCEMENT OF WORK. -PROPER WATERING AND MAINTENANCE ARE THE OWNERS RESPONSIBILITY DURING THE � . -PROTECT EXISTING UTILITIES, SURFACES, STRUCTURES, AND VEGETATION TO BE SAVED GUARANTEE PERIOD. ' AND BE RESPONSIBLE FOR REPAIR AND REPLACEMENT. -LC SHALL KEEP JOB SITE CLEAN AND FREE OF DEBRIS AND RUBBISH AT ALL TIMES. , JK -TREES TO BE SAVED SHALL BE PROTECTED. PARKING OF VEHICLES, MATERIAL STORAGE, -ALL LANDSCAPED AREAS SHALL RECEIVE AUTOMATIC IRRIGATION. , DESIGNED SOIL REMOVAL, AND ADDITION OF FILL SHALL NOT BE PERMITTED WITHIN DRIPLINES. ALL -PLANT MATERIAL GUARANTEE APPLIES ONLY TO THOSE PLANTS GUARANTEED BY THE PLANT WORK IN THESE AREAS SHALL BE DONE BY HAND. GROWER AS PROPERLY INSTALLED BY THE LC. j , -ALL PLANT MATERIAL SHALL BE FLORIDA GRADE NO.1 OR BETTER AS IDENTIFIED IN GRADES -OWNER OR OWNER'S REPRESENTATIVE MUST APPROVE LANDSCAPE AND SOD INSTALLATION I JK AND STANDARDS FOR NURSERY PLANTS, DIVISION OF PLANT INDUSTRY, STATE OF FLORIDA. IN WRITING (FORM TO BE PROVIDED BY CONTRACTOR) AND OWNER MUST SECURE THE SERVICES NOTE: -ALL PLANT BEDS AND TREE SAUCERS SHALL BE DRESSED WITH A MINIMUM OF 2" SHREDDED OF A LICENSED PEST CONTROL COMPANY IMMEDIATELY UPON COMPLETION OF LANDSCAPE AND DRAWN CYPRESS MULCH OR MINI PINE BARK MULCH. MUST NOTIFY OWNER IN WRITING WITHIN 5 BUSINESS DAYS LANDSCAPE AREAS AND SOD TO RECEIVE AUTOMATIC, -LC SHALL WARRANTY ALL TREES FOR 180 DAYS, SHRUBS AND GROUND COVERS FOR 90 , UNDERGROUND IRRIGATION SYSTEM WITH 100% COVERAGE. DAYS AND SOD FOR 30 DAYS AFTER ACCEPTANCE BY OWNER. REPLACEMENT MATERIALS IRRIGATION SYSTEM TO INCLUDE, RAIN SENSOR, AND BE DESIGNED 10/15/05 SHALL BE GUARANTEED FOR AN ADDITIONAL 130 DAYS. . P TO CONVERT TO RECLAIMED WATER, WHEN AVAILABLE. DATE . V . P . L3 SHEET l;1. . . t f Ld a 12 of T rn 0 Lo 0. N 0 rn .21 v W 03 Ln 0 Lo 0 0 ir Lo Lo I 0 0 i m Y i to 6� 3 SCALE: 1 " = 20' i - IRRIGATION LEGEND: o HUNTER PROS-06 POP—UP SPRAY W/ 15' NOZZLE (ARC ,AS NEEDED) EAST LINE OF SE 1/aSW1 SECTION 7-22°-28 I o HUNTER PROS-06 POP—UP SPRAY W/ 12' NOZZLE (ARC AS NEEDED) I' 0 HUNTER PROS-06 POP—UP SPRAY W/ 10' NOZZLE (ARC AS NEEDED) ®. HUNTER PROS-06 POP—UP SPRAY W/ 8' NOZZLE (ARC AS NEEDED) i POINT OF BEGINNING I ® HUNTER PROS-06 POP—UP SPRAY W/ 15' STRIP NOZ. (ARC AS NEEDED) FOUND 4"X4" CONCRETE I MONUMENT N0 • HUNTER PROS-12 POP—UP SPRAY W/ 15' NOZZLE ARC AS NEEDED) FENCE CORNER N 0.6 , W 4.8 •" HUNTED PROS-12 POP—UP SPRAY W/ 12' NOZZLE (ARC AS NEEDED) FOUND 4"X4" CONCRETE MONUMENT NQ • HUNTER PROS-12 POP—UP SPRAY W/ 10' NOZZLE (ARC AS NEEDED) FENCE CORNER 0.7' N. Al ZONING UNI I CORPORATED ORGE COUNTY N HUNTER PROS-12 POP—UP SPRAY W/ 8' NOZZLE (ARC AS NEEDED) UNPLA7TE0 VII`lYL FENCE Al ZONING a HUNTER PROS-12 POP-UP SPRAY W 15' STRIP NOZ. ARC AS NEEDED UNINqORCOUNTY PORATED ORAN / { ) , HUNTER PGP—ADJ PART CIRCLE ROTOR W/ #4 NOZ (ADJ. ARC) 0L _ _ , , _ -� -- — — Ia — qLL�� + — �,�� Q'`"`` ®, HUNTER PGP—ADJ PART CIRCLE ROTOR W/ #5 NOZ (ADJ. ARC) • �- + `. 'If �'i����rp'C'� 3f �;,i' ,Ir '{�yLl✓Jr „ ,,h 'Ir o ,,J: Y'� . '.Ir ,i• . �,r�y • T'I„ r`,fy', n I,r. »:1 �L1✓ _ HUNTER PGP—ADJ PART CIRCLE ROTOR W 6 NOZ ADJ. ARC X X � ?: ie ,, ai � �� ,4^ ..G• „ ��� ^L, ,r ,.I; •dr +.. ,,,;, a, , „ , � •b +IF +1^ y„r ,L^ ,. ,L 4• +L• ,I:• :F' ,I. .4 J^ ,Jr .WOOD FENCE � - JJ''• ,4' •.G .t; a^ � I. .. v ,.1: �d, ,d '..I, ... +1^ 'I.r .�I, •J�' � .., 7 4 k..:if r /// •L^ a^ ye •J^ `V ,b Nr .L' +J,r ,4^•L' ,L dr , HUNTER PGP—ADJ I PART CIRCLE ROTOR W/ #7 NOZ (ADJ. ARC) } ,PRO0OSED-1, RAIN SWITCH- X _ , 'U 'I: :I^ .. 'f , I I J i. vi •,I' .. ; .. +I. „ •Ar ,.I' y. ,I, •, , I „ .r , i.. '. . ' , + rr „�, � HUNTER PGP—ADJ PART ROTOR CIRCLE W/ #8 NOZ (ADJ. ARC) —TOE OF Pl� TYP CAL ( � � � I 'J I' •.V ,L, .L. ,.. ar ,d, 4•' �, ,r: `6 PROPOSED 1RRIGA�fION CONTROL"LER"`" ( ' ) „ 'L` " O HUNTER' PGP—ADJ PART CIRCLE ROTOR W/ #9 NOZ (ADJ. ARC) •4. ,r^ .� , ,L. a, ,1, u.r �. ,,r +Jr + I ® HUNTER PGP— ADJ PART CIRCLE ROTOR W/ #10 NOZ (ADJ. ARC) I ,4' O FIB,\[=K= yF J. w 9 T Ct" I f I I I `—' TD USE OF FULL CIRCLE ROTOR ( ) - ,, 4 , � 60 AR (T' L d.' b ( DENOTES 3 ,,, .,. ,. ,J. 'L ,Lr .I. �) ) O ' ' I I � I I I .. .J.. ,1, �„ I .. 'd.. ,4• ,I. I ,. .,. r ,r, .. .I . ,., i a ., ... ,: '„ •d: �.I, .,L, ;, � 4 y; . o HP DENOTES THE USE OF HUNTER PGH—ADJ SHRUB ROTOR „ PROPQSEDV IRRIGATION IM ER t .J �• � ,,^ "� 'Ir HUNTER ICC-2400—PL HYBRID IRRIGATION CONTROLLER Lo t x I I I I I I 1 'd. a I^ 1 .r. .. .. ..I: :I, .,I,. ...fr •.I., .I. „ ..I• .. I. ,. .. J. , ,L. .L. .{,. ,I,. I .I.�' V � I .I. +L' I' .I• ,t .L. .J. .I +,,, „ :I: „ •a. J. J. , .1 -:.. (SEE IRRIGATION NOTES FOR INSTRUCTIONS) — - .. , ,t. ,. .L .. ,.4 J, , ,.. .. „ , ..I: ..I, I: is .4. �.. 4^ ., .. .. � I. ' •. , lJ (S - I y � �d, .. ,. ,d,. ,.� ..0 ..,. .J. ,U .y« ..L I ,,, y, •.4' '.I.. t ,. w ,. ' t � • :� •t• .I: ..4 y J.. ..Ir J,.'; 'J: ,4• +4^ u ,1. I, ,,. ,1. ,,. .r .I. 1. , I. J, rl I I 1 I L 4 1. I+ d. L r �'.'N' ° IN! 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'I I � ,J, ,4. ,P ,,V .p ,I' dr ,Jr , ✓ e4 ^+ 1 C � , , •ar ',4 .Jr .L^ ,rr ,4r .ar .L. „F ,,h, ,,r .r. I •a I 'r �• "��"'�.� 'PVC SD I SOLVENT + � � ,. •J" „ , , , 'I. V .I' :. 'J' .� ,,, ,I •.I, .I Lr yr IF ,I, ',U , + ,^ , �1, � , R-26 160 PS T WELD LATERAL LINE PIPE TO B E SIZED NOT TO EXCEED A VELOCITY OF 5 FPS MAX. ,. r� PSI LOSS IN ZONE LINES NOT TO EXCEED 10% OF OPERATING PSI) p v q/ „ 1 h MINIMUM, SIZE /4 ® ,4• ,. J. fr „ rJ, „ ,J,, ,Jr a r ,.. ,: ,,. x � M. PIPE ZE TO BE 'sJ ® a � „r ..,r I y. •I; � a• „ � , 1 .. •ar � .Ir ,4. f� ` �'�5 ••L^ ,� . ,. �t, •d✓ , ,Ir , � +L' •.1, +4 + ✓ .r � f < o — , „ i.` PVC SCH 40 SOLVENT WE LD SLEEVE PIPE SIZED I I ' „ � : +,r •, t; , ,4• All .y `F' rvd v + AS INDICATED K + r dr 4r V ® HUNTER PCB-10 BUBBLER ON PVC F � I ,. - .. •1,. ,Ir' Ir I. FLEX PIPE I •V .L^ „xl.. ,L^ ., •Jr '.k •a „ + ,, •,V „ ..f, :t• +F J. , ,I- •,v +„ +, ',.. r „ ; , , 1 G^J o N � W^ V.' ,V 'o, +V , „ �� V, .,,, ,d, ',I^ ,I•• .,1, ® •Jr •.I.^ ,1,. ,1.' 4, r , n .4' rvl^ a .r ✓ ✓ ,,. 'b •L• +t," ,.6' � ,° • 1 ® 'IJ ,.. .. « .. ,. . 6. 'J'` I ,. ., ,Ir' ,a, ..4^ '.o- ,1, , .. •4, ., a, ,ar ,a. .Ir , v +.L, � r +Ir , .. .. ar 'Jr ,. ,.I,^ ,4, .. � � � � � "{' (� ' ,I,r ..I. .IF •.5' •,b ..L ,:✓ 'ar ,d. .Lr y+ ,1. .,L,. .,dr :Jr \ +IF ^.k rvV Vr Q, ,I' +p •,1: ' 'dr '.4' .: .a, . ,•d� ,1,• , Vr dr ,. ., ,I/ ., „ ^ .r r \\\III „ ,. , „ r „ ' + I .. : r •.I,• J,, .,V •Jr ,1; .{, ,J: vh. ,,. +M ''4' `d' ,''r °d; �'r ,��, '� \ I I :I., •.I: „ I I' , ..I, .I' ,b .' L d^ ., ,. '.Ir ^ .i o ,✓ „ ,.r , .+ ,. , , ; — '•,I, '.I• �Ir .I,1' 'rvl+ '.I' *I' +V '1^ •,L^ .,L. +.H •,Ir ..I.r ( 'dr ,,, ,: ,. a• ,, Jr . M w b . ,. �,. „ ,I: ,. J, ,,. ,t. I +4' ,L^ .;• ,Ir ,a.. �aJ FQIl�ND.;, ;'�/8 IRON ROD4''PoJF rAP.4,.MAFKED PLS4 y \\ g ♦ I ..G ,1.. ., ,V .b ..b , ,Ir ,E, +.r ol� .. e ,Ir .G^ ,. a. .. v: � ,r I * Jr y, ,I •J' , •d, ,a. ,I; •I: , M, •Ir , v, ,,; � •1, %�, ,'�'i 14r4 t ` ' a ® I 'Ir , 'U .. ,I• .i .. ,6' ^aY a. ,J.' e ,. i , r � '' .. v + N � .a, ,J. •a: ,. ,. .,o- .. ,• , ... y. '.v ,i' y,r � .r L ,L' ., .ar ,, •a' w •J' „ I•,I, ,,, n ,I, ,e ", S � ,�'' .. ` , .I; ,{: •,I, 'i' ,1:' •dr •.L^ „ ,Ir }Ir ,V 'J^ "r d dr w ,dr „ , ..I, �rT Jr Jr U' X RR 88°4 16' E 2206.53'( J rp.,_......_ :Lr J. .,,. •,I' '.I• , ,I' ,,, „ rlr ,,Ir , +I' ,. '.LJ„ \ x VC! ° 1172.12 dr w ,b .. A^ a ,. , ,I,' ti. +J, p ,I: ., +„, ..L, , ,, •6^ , r J; • ,,.. .,Ir X ...�..w'�..^t4 r'.� ® I I S.Ir ,1.• •.I,' ,Iv •.L 1\ 1 ��` � A' t .: '1. r 'I: ,. ,V , •,t: ,I' t ,.r •,1, ,. ,.. ,.. ',, 'n � ,ti 'i x � � . y.^ d; J y •.F' '�' ,a^ 'v •a,• ,L, ,dF ,L^ 'JF ,1,r ,� try + •n: "a^ ,. +v d - J, J, w ',Ir ,� ,,I, ..L. .^ ,tr E „ ` "� c .J� ,,, ,,; 41.8' � >g+' �J 11 ZONING 4, ,� I. ". Ir Jr ��JJ CITY OF OCOEE lt 11, ` ,_ —�. _ ,,r ,Ir ,. ,.Ir ,L, ,,,� ,Ir .r ,.r r ,L, .� ,.r BARN N Jr ZONE A - = ZONE A I re 11 ZONING rs `� + CITY OF OCOEE O _" — rB61, — — ` re ® p >$ \ re x ®I ol N IN o� OCOEE q A FL ") CITY OF O OEEE� / / ( LIMITS OF FLOOD ZONE PER FIRM MAP NUMBER 12095CO210 E, DATED DECEMBER 6, 2000. c 4_j 4.1 o m E E 0 0 U 0 4- 4- 0 4- o -n U) cn 0 0 Q3 Z ri 0 U 0 0 0 cn w 0 C I � I cV I N � d- o ° a� 0 ci m cn 0 0 Q N a) ' T a) ne It co ' co 0 Q o o I I � O N Z W C.� Q ry z Q o J V) F— � m C� C;d W 3: UI J n Q O W I � Lv z_ 00 w z o O m -� JK DESIGNED JK DRAWN 10/15/05 DATE IR1 SHEET l� 0 IRRIGATION NOTES: 1. Irrigation system design requirements: 60 GPM © a minimum of 60 PSI at the point of connection. The Irrigation Contractor shall verify the available GPM and PSI prior to installation of the system. 2. Do not willfully install the irrigation system as shown on the drawings when it is obvious in the field that conditions exist that might not have been considered in the design process. For example : obstructions, grade differences, water levels, dimensional differences, etc. Refer to the Landscape Plan to avoid conflicts with proposed trees or shrubs. 3. Piping may sometimes be indicated as being located in unlikely areas: i.e., under buildings or pavement, outside of property lines, in lakes or ditches, etc. This is done for graphic clarity only. Whenever possible, piping is to be installed in open, green" areas. 4. If required, the Irrigation Contractor shall provide the necessary "Right of Way" use permits. 5. Pipe sizes shall conform to those on the drawings. Substituting with smaller pipe sizes will not be permitted. 6. Mainline is to be installed with a minimum of 18" depth of cover. Lateral lines are to be installed with a minimum of 12" depth of cover. 7. Unless otherwise indicated, all sleeves are to be PVC Sch 40 and two (2) nominal sizes larger than the pipe to be sleeved. For example: The sleeve for a 2" pipe shall be 3". No irrigation sleeve shall be smaller than 2". 8. Wherever practical, install valves in mulched beds and/or out of high traffic areas. All valves , flush valves and wire splices shall be installed in Carson structural foam "plastic" vaivea boxes with "purple" lids as follows: Remote Control Valves 14198-12, 12" std. rect. box Isolation Gate Valves 1910-12, 10" round pit Wire Splices #910-12, 10" round pit 9. Refer to Valve Designation Symbols for controller, station number and designed flow rate for each remote control valve. 10. All 24 volt control cable to be UL Listed, single strand, type OF 600 Volt control cable. Size and color as follows: Common Wires - size AWG #12 or larger and WHITE in color. Hot Wires - size AWG #14 or larger and RED in color. Spare Wires - size AWG #14 or larger and BLUE in color. 11. All splices to the 24 volt control wiring shall be made with King Technology (King 6) silicone -filled safety connectors. 12. All control valve wires shall be bundled and taped together at 20' intervals and placed along the side of the mainline pipe. 13. All pop-up sprinkler heads shall be installed level and flush to grade. Mount all sprinklers on flexible connections as follows: 1/2" inlet spray heads 18" of Heavy Wall PVC IPS Hose 3/4" inlet rotor heads 18" of Heavy Wall PVC IPS Hose 14. The tops of all shrub sprinklers shall be installed 12" above the height of the surrounding plant material. For plant heights of 12" or more, support the riser with a #5 rebar stake and nylon cable ties. All risers shall be placed a minimum of 12" from any sidewalk, edge of pavement or structure. 15. Location of all sprinkler heads shall be site adjusted to minimize water overthrow onto building surfaces and walkways. Throttle valves on spray zones as required to prevent fogging. 16. Install drip tubing at grade and cover with mulch. Typical spacing for drip tubing is 18" to 24" on center, Spacing to be determined by plant layout. Refer to Landscape Plan. Anchor tubing every 7' with 8" long wire tubing stakes. Install flush valve assemblies at all tubing "dead ends". Install air/vacuum relief valves at "high points" of every section. 17. Exact controller location(s) shall be coordinated with an Owner's Representative prior to installation. Unless otherwise stated, the Owner shall provide 110 volt power to the controller location(s). The Irrigation Contractor is responsible for the connection from the power source to the controller(s). 18. Install a separate TE/120VAC-15A1 surge arrester to the incoming (110 volt) W power supply to each controller. Properly ground each controller to a 5/8" x 8' copper a clad ground rod with AWG #6 bare solid copper wire. A proper ground should have 10 ohms or less resistance to earth. Use of multiple ground rods may be necessary to achieve the desired resistance reading. a 19. The rain shutoff device shall be installed to meet local codes and/or 0 minimum manufacturer's recommendations. Obstructions, vandalism and ease of service shall be considered in locating the device. All wiring between the rain switch and the irrigation controller shall be enclosed in 1/2 PVC electrical conduit. 20. The IRRIGATION CONTRACTOR shall prepare an AS -BUILT drawing on reproducible paper showing all installation that deviates from these drawings. The AS -BUILT drawings shall locate all main line piping, control wires and valves by showing exact measurements from hard surfaces. rn 3 21. Any other equipment required that is not other wise detailed or specified 0 shall be installed as per manufacturer's recommendations and specifications. L0 0 0 a U) 10 0 0 N m Y " N 3 0 w i 9 9 a .. i i i i oui i tali i'wiu inni PVC SCH 80 90 ELL 10" ROUND w , NYLON TIES HUNTER ICV-FS SERIES VALVE VA PURPLE LID VALVE PIT 12" RECT. VALVE BOX ` 1�L LA MATERIAL W/ PURPLE LID J, FINISH GRADE FINISH GRADE WIRE CONNECTORS �---24 MlN --� N SATE VALVE Q TO SPRINKLERS �� CIO o o �o 00000 11 III 10" PVC SLEEVE -- r 3 a GRAVEL SUMP --- oa o� �° 'a° ° PVC SCH 80 NIPPLE0008a8 ° - SCH. 40 PVC CONTROL WIRES �, MALE ADAPTER 0 0 000 1 °o° 00000000 00 o0a 00 Q0o0 °0W o o 00000 0 oaa$°a °a°°a8os°o$aa8 og °0, HUNTER PGH ROTOR = PVC MAIN LINE t 00 oOoo ° 00 o a a 00LPVC MAIN LINE 3" GRAVEL SUMP SCH. 40 PVC MALE ADP. FINISH GRADE SCH. 40 PVC FITTING ( _ 3/4" ' SCH. 40 PVC PIPE �� ' REBAR STAKE SCH. 40 PVC ELL LENGTH AREQ'D N-SCH.40 PVC FITTING MIN. 24 BELOW TO LATERAL LINE GRADE REMOTE CONTROL VALVE ISOLATION GATE VALVE E' 'iii■ i i■ iu iui uuuu uni a wimni■nn i u i iui i —� 4n _ 3% KAF-FLEX PVC HOSE - 18" MIN. SHRUB ROTOR HEAD CURB OR WALK CURB OR WALK = - da FINISH GRADE --- s" min. a _ -----8" min.. HUNTER PROS-06 POP-UP-- FINISH GRADE ; HUNTER "G" TYPE ROTOR WALL OR STRUCTURE N NYLON TIES SCH. 40 PVC STREET ELL SCH. 40 PVC STREET ELL � (`� iz min.� _ LANT MATERIAL -SCH. 40 PVC FITTING `- � ' ON LATERAL LINE -SCH. 40 PVC FITTING 9 ON LATERAL LINE ° PVC IPS FLEX PIPE 18" MIN. TURF SPRAY HEAD BACKFLOW DEVICE BRASS NIPPLE WYE STRAINER BRASS NIPPLE BALL VALVE N DIELECTRIC UNION CONCRETE PAD FINISH GRADE z '' GALV. NIPPLE 00 LENGTH AS REQ'D = GALV. ELBOW = FROM P.O.C. TO IRR. MAINLINE BACKFLOW PREVENTOR j PVC IPS FLEX PIPE 18" MIN. , a o TURF ROTOR HEAD J HHUNTEERR� PROS-12 �i�11.Ld �l FINISH GRADE SCH. 40 PVC MALE ADP. ° z --- #5 REBAR STAKE 1/2" SCH. 40 PVC PIPE = LENGTH J,S REQ'D MIN. 24 BELOW SCH. 40 PVC ELL GRADE TREE SCH.40 PVC FITTING l —'BUBBLER TO LATERAL LINE ° y 1 f 1/2" MALE ADAPTER 1/2" KAF-FLEX PVC HOSE - 18 MIN. a 3 ,o c SHRUB SPRAY HEAD eqa, -- FLEX PIPE 11, 9 LATERAL LINE TEE— ° TREE_ BUBBLER DETAIL: 9 z 0 w w 0 0 z W 0 ry z o Q � CIO onoCD v� w U n O CD O >mm- � _z W W r W � � z 00 Q ry w z o 0 m JK DESIGNED JK -DRAWN 10/15/05 DATE IR2 SHEET 43 47' Cre(!Re 60' Lj - 6,9' 4FJ� F. - - - u /W 5 8801325" 10' Landscape �fer Half R 834.69' (To P.O.L.) Section'. S 88* 13'25'1 W .41 .41 )1 ;1 1; 1;� :3 10' Landscape Buffer -41 X .41 -41 LL I M I "I 0!-�� E�- _X 09 N 4 _X _X X IV ILI 41 X 41 60' 43' + 0 .3 '41 .4, .75 ILI .41 ''M .41 .41 6,70, 0 . -41 11, -P 0 1P •1,, 4. L 0 Zll�-TOE OF SLOPE' .41 -k 41 .41 -k 41 1* .41 .41 395 .11 .41 U-1 - - (TyfAQ ,3.7 110 41 1�_ CD 00. 41 u a r + f TOP OF r 'AL�. 6K (TYPI 00. 00. n �71 0 .4, -41 -41 41• 150 \4-Sidoe k n U .0 110 4. -k Ile N X A, C/L of West Oranc 2 Girls Club Driveway C1• 1i G a dW'Q-- a (jAb w 1K n -�O Idle m s x l I� I� W e 0.1 to tail J1­0 eet), oee Ilk FL* 41 b-EL 'U. 6 t 8*FL 8 U,4- 2_0 . . . ........ . .. 0.75 II 1.50 "--- *� 0. 0,75- 3.75 0 1, * 0" -k Reten ion 3.75- -k• Pon /10 V. ILI 4. A 1 ZONING 4- Qk) UNINCORPORATED L ORANGE COUNTY M n 0 A \_;z 00 AA CL '00, U) SPECIFICATION FEATURES \ / 4A11 -k * * 41 k - A. -Housing D ... Socket IF ... Ballast + W 9L*O- 9-4 Die-cast aluminum housing Mogul -base porcelain lamp Removable syAng-down ballast L1_ and door. Standard color is socket. assembly. Available on arm 4 0 onze. Other finish colors mount RCL only. Ballast 19fY IN < Ng� br a \ W •Y •Y W .41 .41 ILI IV X, E-Gasket 4. + 'IN < 3: 0 cn available. Consult Architect I standard hard mounted in RCS 4o L* 41 - a C) ;N 41 IV 41 LL M X Colors Brochure. A! S1 The optical! chamber is sealed slipfitter. Optional hard mount -41 0 0 0\ V, W 41 LE QS 0 0 wattagelsource label. Wth a die -cut, dacron polyester ballast. (IRCLonly). *L I C'b ly N* 4. F0,[.) N D,,, IRON ROD �VFH _J LIJ ED PLS4100 LL_ cl� B ... Lens gasket. G-.,Door -41 Die-castaluminum with 1* 41 41 L Tempered glass lens. (FLAT) 41 ill 41 + . ; . */ _J * - X D_ Z < IP . 7 . 6 Wide e C o >- F- X spring -loaded latchas for 0_ Ile ncrete 00 m C ... Reflector i UA 0) ILI .41 1P < aI- w_ toolliess entry. -4, � -k X 206.53' 6' E idewalk Hydroformed anodized S 88*43'16" M < aluminum reflector. -41 u- 0 [1 ... Stiptitter IRCS) X �7 12 0 CL 0 Optional internal slipfutter fit� I ` `y \ V/ W W V/ W W 1b, . 1* . * -41 11, 0-1 0 (A W < -41 .4. .41 0 F_ Z 0 0 -2 319, O.D. pipe. 16"' 4" cr- F� 0 0 -41 41 si�; .41 X 30' Cross U_ r, UJ 0 ry Z Access Easement I-_ Z cn Z) RCL Res S 41 WZ0 < 0 A ILI Z W 0 0 .4, -41 -11 1 D :2 N 8• - 91_•c X F_ UJ - LLJ X U-1 Ix V) 0 < U-1:71 1C -k z n a- Q < 01600 UJ UJ < < of U rl M 0-0 Future I I ZONING r T_ 0,0600 X 41.8' CITY OF OCOEE 01v. Q, Development E Te BARN --CIO F L F G r rs 0 ti 7a TS Zp N E�v X Jill DIMENSIONS A • 7 7 �;7; BOTTOM DRILLING PATTERN FOR WALL BRACKET `-�- 0,2400 AS -TENON CAST 0.400 AL ALLOY 358-T6 PAINTED BLACK (PC) [305 nm] 0 4 7ig" 4) 3/8" X m/4' LG. FLAT HEAD 111.24m,m) 23 314' 0 1 10 d2" [Go3mml [267mml SCREWS S.S. 5" O.D. CAST AL. TOP COLLAR PAINTED BLACI;< X 1-3/4" STEEL 6112" 30' (4) 318' (165mm) 9116" 114mm] COUPLING'S 900 O.C. @ 3-1/2" B.C. • dia. hole (4) [202mm] (4) 3/8" X 1Z ANCHOR BOLTS DRILLING PATTERN FOR PHOTOMETRIC CALCULATIONS CATALOG NUMBER FRONT ARM MOUNTING 034134 15" [381 mm] GRID AVERAGE MAX. MIN.. LENGTH F 25� 1 16" 34-9' 0 RV STORAGE 2.10 7 0.30 WEIGHT 16" holes PARKING LOT 3.3 7 0.75 1200 LBS. ]203mml 4 718" EMBEDDED DEPTH V-21" COMPATIBLE UNIT LIGHTING FIXTURE SPECIFICATIONS. PLBC35B COOPER LIGHTING SITE LIGHTING NOTES LUMINAIRE NOTES: MOUNTING HEIGHT A: Housing 29'-B" 1. SITE LIGHTING SHALL BE PROVIDED IN ACCORDANCE WITH. PHOTOMETRICS ARTICLE VI OF THE CITY OF OCOEE CODE.. Die-cast aluminum housing and door. Standard color is STREETWORKS-RC AREA LUMINAIRE 0 4 Footcandle Table bronze. Other finish colors available. Consult PEDESTAL 13 Select mounting height a nd rEad across for 9 X 14 lbotrandle values ofeach isoibotcandle line. Architectural colors brochure. ANSI wattage/source FLUSH MOUNT 1� 2 2 Distance in units of mountinq heialit, Mounting 2. ANY SITE LIGHTING SHALL NOT INCORPORATE SPOT OR 70-400W IE FLOOD -LIGHT FIXTURES MOUNTED ON BUILDINGS, WALLS. ROOFS label. D r .1 1 Height FootcandleValues for HIGH PRESSURE SODIUM N-T-S A 0 RCL Isofootcandle Lines OR POLES. SUPER METAL HALIDE ALL CABLE N 0 A 8 C D E F B: Lens EMBEDDED36, 1 20' 14AO 720 2,88 1,44 32 .28 DEPTH ............ - 25' 10,00 6,00 2,00 1,00 50 20 3. MAXIMUM ILLUMINANCE IS NOT TO EXCEED 7 FOOT CANDLES., Flat Tempered glass lens. SEE CHART W 4TERPROOF CONNECTOR 2 30' 7.50 US 1.50 .76 37 .1,; AVERAGE ILLUMINANCE TO BE 2 FOOT CANDLES.. Application:a i C: Reflector The RC's Area Luminaires superior :)earn 4 4 4. -IC-1-TING TE B_ PREVIEE-E BY PREC-R- SS - NERCY Hydroformed anodized aluminum reflector. utilization and smooth distribution make it 5 4 q 2 1 0 1 2 2 4 5 5 4 3 2 1 0 1 2 3 4 6 RC40SWWAC BC40AIW23D P__AS__ -_ENTAT -LAN EA-_[STL -IR ANY QLESTIENS. #6 CIC ideal for parking areas, access roac:ways TO NEXT UaHi 400-Watt HPS 400,:WaftMH PI--N: 407-90��--_-210 D: Socket 50A00-Lumen Lamp 34.000-Lumen Lamp E-mail: ivan.docosta@Panmail.com. Mogul -base porcelain lamp socket. and other general offstreet area/si:e I Area Cutoff, Typeill lighting applications. Now available Nith ACCESSORY & MO NTING STEM E: Gasket internal slipfitter. BRONZE PROMENADE The optical chamber is seaed with a die -cut, docron 4_1 �_] a=[:::] 11==� V ON -SITE BUILDING LIGHTING NOTES polyester gasket. EPA (Effective Projected Areas): SPUN CONCRETE POLE 43 47' P.O.L.P-0 1. LIGHTING OF STAIRWAYS, ENTRANCE AREAS. ETC... SHALL BE 1.58 Sq. Ft., End 1.00 Sq. Ft., Arm .53 Sq. Ft. PROVIDED IN ACCORDANCE WITH ARTICLE VI OF THE CITY OF F: Ballast GAIM OA1092 OA1083 DA1094 OA1 96S 0A1 090 No Ann 10"Arm Adaptar 10'Arm 11all Srackot �d�j u OCOEE CODE. Removable swing -down ballast assembly. Available on otablr Sliptittor for T . M...1 arm mount RCL only. Ballast standard hard mounted in Square Pole Round Pole Wall mounting bracket -mourns ever 2. ON -SITE LIGHTING OF BUILDINGS ARE LIMITED TO SHIELDED RCS slipfitter. Optional hard mount ballast. (RCL only) NO , ndard color bronze. Other colors available. Consult Streetworks Representative. N' square or round a lectrical box. I nrlucles AQUE'D TYPE FIXTURES OR DOWN LIGHTS. ALL LIGHTING 10" ann, WALL-WASHER SHALL BE EQUIPPED WITH SHIELDED OR FULL -CUTOFF LUMINAIRES INCORPORATING FLUSH -MOUNTED LENSES, ALL IN. ACCORDANCE WITH ARTICLE VI OF THE CITY OF OCOEE CODE., 3. ILLUMINANCE OF ON -SITE BUILDING AREAS SHALL MEET, AVERAGE AND MAXIMUM FOOT CANDLE REQUIREMENTS AS PER. ARTICLE VI OF THE CITY OF OCOEE CODE., G: Door Die-cast aluminum with spring -loaded latches for toolless entry. H: Slipfitter (RCS) Optional internal slipfitter fits 1 1/4"-2 3/8" O.D. pipe. (7) Proposed Light Locations ' Lights to Be Pole Mounted at 30 Height. 0 Ul _P C 0.1 _J E E 0 Ul 75 0) QJ E E Z > Li 0 00i EU3 0 U 0 u C:) U 0 U 0 C� r-, (IJ cp CU (1, CIO I V1 L d C1. CILQu Ul Ln 0 ry LJJ CD I-- < 1 01, Cu CIO CU I C:) I Z 0J co LLJ ry LD El E:1 <1: n LD LD LIJ F--i > n CD CD 0') r1lpq ry z 03 LD ry CD n JK DESIGNED DRAWN 10/13/05 DATE LT1 SHEET V�r N x POINT OF COMMENCEMENT to NE CORNER OF THE SE 1/4 OF (6 THE SW 1/4 OF SECTION 7-22-28 to •3 x �r O EAST LINE OF SE 1/4, SW 1 /4 SECTION 7-22-28 �6 POINT OF BEGINNING h FOUND 4"X4" CONCRETE �. MONUMENT NO# �O N1 FENCE CORNER N 0.6% W 4,8' O X m x FOUND 4"X4" CONCRETE MONUMENT NO# � x x x �Q� h x FENCE CORNER 0.7' N. ^y �ti�h �`L� Ntiti `LX 1��1� EDG: (IF PAVEMENT p• O p. 1 x x x x ^� UNPLA1740 ��p x �� x ^� x x VINYL FENCE ,`N1� � x i x O p. 1 i I-O x\ s� x Q ( .. #S h8' 13'25" W; m 889.E S 88"�325 GY - x 8 4.69' (TO P.O.L.) !11 x 1` S 8 '13'25" W 'b x x p� x y��L x ^� ��' / titi ��ti 1`L' ��� 7�' N 11P.O.L. 1ti x �'a ^�'� x �` x x02J �'` � WO�D FENCE O �°'• ' o DES lb 4- MOR x ` TOE OF SLOPE `IV p O ti� 1� h x I x �� x 3 M x \y com %(TYPICAL) x ��0 ��p• ��cb• 110 x x p ( �o� ^>p TOW 1ti x x x e M N �`L W THE N t TOP OF B IK ti� 4811 (TYPICAL) p N N tip' ` x 456. 1 CD �1 ^ti \ �<, M co q �y^> sou 1 ,� -r- •"' O '� x ,\ K.` ::�o SOU x o pw �. ptib❑ �`��N �'Lya 886. ^� ^h' \� ' ��bo' °� �p • ^� x 1 x �`L� x x = kk x x x x x x 338. zWES E� koti AFO 11ti ��°oti o 3 ,• CON �� I� of h x ^10 ^�O x Stipp x �ti�p �`t'^� `L^� �L�'� � _ .L�'�•> �'����o I^`L�„�0 '`�,h� _ i x x �) o � ^> ^ o o rn o �o ° Al x 1 x x x x x x x x x x x x x x `L x x ^� w I X w ° , O �°�' ti �ti �`L �� ``1 �ti �4' ti� ; O`O ? ti' SITE BENCHMARK #1 w \ \ o tK ' o� �O q,. �_� x x x x _ x x Nti x x �' �[ "� TOP OF 1 /2 IRON Ruu WITH x x ` x 3 O ti� CAP MARKED "LB6915" x x x �`,( L� ELEVATION= 122.44 ^gyp ` 5\ \\ �p 0 �O^> ^> O� o, �`L�`L ��.� �X `6 � \ i ��V i ' 'bL m �yy0 tx ` # \• gyp. x ,� gyp. 11 x x x \� 6% 1 INC" \ ` 0 Dc / � , 100 1^tb \ 1,�0 x x x �� \� \\ ,� , Ix* -`d I- x �� x ^ x \\ x � � FOUND 5/8" IRON ROD WITH �'b �y x x x ��O �p CAP MARKED PLS4200 x ,� 1x x 1 `\ �1h' '\pD� '\��`.L ^-�. '\ x �'� x ,\�L x D, \ six x x ti x \ {� . cad ! x s' \ x %20 '` S $8'43'16" E 206.53' 'NIK'--- x J 88 �316 E 172. 12 3 rp. p �ti Ibb / x^ ^moo o x x \ o X w ¢ NN ' O '� / x 1p• SITE BENCHMARK #2 \ o� 1) �10 x M 1 g �O x �' TOP OF 1 /2" IRON ROD V(VITH �` \ `ti W . ` �k' �'� �� CAP MARKED "LB6915" \\ x N N`- x x ELEVATION= 118,73 0 ��` x �. CiN 03 71-1 \ �. Y 1, 1tK' .O C�� ,\� x I 41.8' 7 7 yob d O o j_ 19 a V w 0 I, moo. x 1� ` O �� • o. NN' x O p• ti 1 0 0 �~- ----�� ` x 0• 1 BARN ed - x`Lk. N (-A �1 q 0A 1 NON x N p ca 00 x N \vj NN � N � ~ rl \ 1 �� ' O 1 �� rip 0 88•46 �3� �. E\05. 278.04' B - _- �'�'' _ ��� x x x� 427,68' 386.76' 119- 90' C�I'/J/t!l��� x \O cp • x _ x O 0 NN 06' �� �� N°�' ,N �-j x Gi % `� hrs N11b lb O 1p0, � N • re x p, As 1�0^ IS r . re CONCRETE CONCRETE HEADWALL HEADWALL INV=11 1.15 INV=111.40 9 f f SOUTH LINE OF SE1/4 OF SWi 4 OF SECTION 7, TOWNSHIP 22 S, RANGE 28 E N 1/4 CORNER 18-22-28 OUND BRASS DISK IN WELL BOX ORANGE COUNTY ENGINEERING DEPT, CERTIFIED CORNER RECORD # 060056 _ fl SURVEYOR'S REPORT: 1. THE SURVEYOR DID NOT PERFORM AN ABSTRACT OF TITLE, THE ABOVE REFERENCED PROPERTY MAY BE SUBJECT TO DATE; 5/11/05 ADDITIONAL EASEMENTS, RIGHTS -OF -WAY AND RESTRICTIONS OF RECORD, IF ANY. Date Revisions 2. LEGAL PROVIDED BY CLIENT. 5/11/05 ADDITIONAL TOPO PLAT OF BOUNDARY & TOPOGRAPHIC SURVEY 3. UNDERGROUND UTILITIES AND/OR IMPROVEMENTS WERE NOT LOCATED EXCEPT AS NOTED. SCALE; i" = 50' 4. BUILDING TIES SHOULD NOT BE USED TO REESTABLISH BOUNDARY LINES. 5. REPRODUCTIONS OF THIS SKETCH ARE NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED AL. BY; SEB SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. Section 7, Township 22 South, Range 28 East DRAWN BY; SMO 6. BEARINGS SHOWN HEREON ARE BASED ON E LINE NE 1/4 NE 1/4 NW 1/4 18-22-28, BEING N 00'48'03" W, ASSUMED. 7. ELEVATIONS ARE BASED ON ORANGE COUNTY BENCHMARKS. JOB NO, 103082C CRIPTION: (PARCEL ID #07-22-28-0000-00-021) E PARTICULARLY DESCRIBED AS FOLLOWS: MENCING AT THE NORTHEAST CORNER OF THE SOUTHEAST 1/4 OF THE SOUTHWEST 1/4 OF SECTION 7, NSHIP 22 SOUTH, RANGE 28 EAST, ORANGE COUNTY, FLORIDA; RUN S 01'04'14"W ALONG THE EAST LINE SAID SOUTHEAST 1/4 OF THE SOUTHWEST 1/4, 466.62 FEET; THENCE RUN S 88' 13'25" W 43.47 FEET TO WEST RIGHT OF WAY LINE OF OCOEE - APOPKA ROAD AND THE POINT OF BEGINNING; THENCE CONTINUE S 3'25" W 889.69 FEET TO THE EAST LINE OF PROPERTY DESCRIBED IN OFFICIAL RECORDS BOOK 4513 PAGE 3, PUBLIC RECORDS OF ORANGE COUNTY, FLORIDA; THENCE RUN S 01'04'02" W ALONG SAID EAST LINE, 81 FEET TO A POINT LYING 427.68 FEET NORTH OF THE SOUTH LINE OF SAID SOUTHEAST 1/4 OF THE THWEST 1/4 OF SECTION 7; THENCE RUN N 88'46'33" E PARALLEL TO SAID SOUTH LINE OF THE THEAST 1/4 OF THE SOUTHWEST 1/4, 278.04 FEET; THENCE RUN S 01'13'27" E 40,92 FEET TO A POINT 76 FEET NORTH OF THE SOUTH LINE OF SAID SOUTHEAST 1/4 OF THE SOUTHWEST 1/4; THENCE RUN N 46'33" E PARALLEL TO SAID SOUTH LINE OF THE SOUTHEAST 1/4 OF THE SOUTHWEST 1/4, 119.80 FEET E OR LESS THE CENTERLINE OF A DITCH; THENCE RUN S 74'06'26" E ALONG SAID CENTERLINE OF DITCH, 72 FEET; THENCE RUN N 00'48'44" E, 257.48 FEET; THENCE RUN S 88'43'16" E, 172.12 FEET TO THE RESAID WEST RIGHT OF WAY LINE OF OCOEE - APOPKA ROAD; THENCE RUN N 00'22'45" W ALONG SAID T RIGHT OF WAY LINE 355.87 FEET TO THE POINT OF BEGINNING. TAINING 9.815 ACRES, MORE OR LESS. LEGEND: O = SET 1 /2" IRON ROD WITH CAP MARKED LB 6915 ® = TELEPHONE RISER C = GUY WIRE O = POWER POLE (D) = DESCRIPTION (M) = MEASURED ►� = WATER VALVE q = SIGN l = LIGHT POST { = FIRE HYDRANT P.O.L. = POINT ON LINE SHEET S1 (ATLANTIC SURVEYING, INC) \N\ 525 WEST PLANT STREET ,/v�' WINTER GARDEN, FLORIDA 34787 (407) 656-4993/FAX (407) 656-4437 STEVEN E. BLANKENSHIP P.S.M. #5361 LICENSED BUSINESS #6915 STATE OF FLORIDA ITEM NUMBER V. MISCELLANEOUS A. Project Status Update B. December 2007 Calendar OAP & Z\Divider Sheets.doc PROJECT STATUS UPDATE PROJECT NAME PROJECT TYPE OF DATE REVIEW SUB- MITTAL STATUS NO. SUBMITTAL RECEIVED ER NUMBER 547 Ocoee Business Parkway Building Plans 06/28/07 BH 1st Revisions DENIED on 7/12/07. Temp Parking A B C Liquors Lot 11/19/07 BH 1st Temp Parking Lot DENIED on 12-03-07 Advance Auto Parts 151 N. Clarke Road Monument Sign 10/10/07 BH 1st Monument Sign DENIED on 10-16-07 Advance Auto Parts 151 N. Clarke Road North Wall Sign 10/10/07 BH 1st Wall Sign APPROVED on 10-11-07 Small Scale Site Albertsons Shopping Center SS-2007-002 Plan 09/25/07 AF 2nd APPROVED ON 10/08/07 Amscot 219 Clarke Road North Building Plans 06/20/07 RW 1st Interior Alteration DENIED on 6/22/07. Architectural Foam Supply Foam Wall Sign 11/29/07 AF 1st Foam Wall Sign APPROVED on 12-04-07 Preliminary Arden Park North LS-2007-016 Subdivision Plan 07/02/07 BH 1st Staff comments sent out on 10/18/07 Auto Auction Steel Canopy 11/19/07 AF 1st Steel Canopy covered w/ concrete APPROVED 11-27-07 Avie Nails & Day Spa Interior Alteration 12/06/07 RW 1st Interior Alterations APPROVED on 12-06-07 Small Scale Site Bank Atlantic SS-2007-004 Plan 10/17/07 BH 1st Staff comments are due on 11/14/07 Bhatta Lot Split 3420 Big Eagle Drive Plat 08/23/07 AF 2nd Plat DENIED 9/24/07 Bhatta Lot Split 3420 Big Eagle Drive Plat 11/19/07 AF 3rd Plat Boys 2 Men - 1688 E Silver Star Road Building Plans 09/17/07 MR 2nd Sign APPROVED 9/17/07 Preliminary Chateau Reserve LS-2005-017 Subdivision Plan 07/12/07 AF 2nd Staff comments were sent out on 8/30/07. Annexation, Initial Zoning & Preliminary Chateau Reserve LS-2005-017 Subdivision Plan ' 11126/07 AF 4th Staff comments due 12/26/07 Citrus Medical and Executive Office Park LS-99-014 Plat 11/16/06 BH 8th Plat DENIED on 03/28/07. Citrus Medical/Hettinger 1530 Citrus Medical Court Building Plans 07/26/07 BH 3rd New Commercial Building/interior DENIED on 7/31/07. Current Project Status2.xls/Review 12/6/2007 1 of 7 PROJECT STATUS UPDATE PROJECT TYPE OF DATE ` REVIEW SUB- MITTA� STATUS PROJECT NAME NO. SUBMITTAL RECEIVED ER NUMBER The Fountains at Highland Park LS-2007-023 RX/LUP/PSP 11/28/07 AF 1st Staff Comments due 12/28107 Fountains West Retaining Wall 10/11/07 RW 1st Retaining Wall APPROVED on 10-11-07 Fountains West/Publix 301 West Road Building Plans 09/21/07 AF 3rd New Commercial Building APPROVED on 9/13/07 Fountains West Revsions to 301 West Road LS-2006-009 P/FSP 10/30/07 AF 1st Staff comments sent 12/4/07 Preliminary Site Freeman Commerce Center LS-2006-006 Plan 08/30/07 AF 3rd Approved by City Commission on 1214l07 Preliminary/Final F/X Warehouse Complex LS-2007-022 Site Plan 11/27/07 BH 1st Staff comments due 12/27/07 Glad Tidings Church LS-2007-018 Expansion 09/17/07 AF 1st Staff comments sent on 11/26/07 GTE Federal Credit Union Signs 11/16/07 AF 2nd Ground Sign DENIED 11-20-07 GTE Federal Credit Union SS-2006-007 SSSP Revisions 09/25/07 BH 1st APPROVED on 10/10/07 Large Scale Site Hampton Inn LS-2007-017 Plan 10/10/07 BH 1st Staff comments sent out on 10I26107 Replace Faces: Pole/Directional & New Wall Sign APPROVED Hardees Building Plans 11/09/07 AF 1st on 11-19-07 Health Central Hempie Ave/Grove Street Roadway Improvements no number 11/01/07 AF 3rd Staff comments sent on 12i3107 Final Subdivision Ingram Estates LS-2005-001 Plan 08/23/07 AF 6th APPROVED by CC on 11/06/07 Ingram Trails LS-2005-009 Plat 08/21/07 BH 4th Plat APPROVED on 8/28/07. Ink Stop 10177 W. Colonial Drive Wall Sign 10/17/07 RW 1st Wall Sign APPROVED on 10-18-07 Irwin Warehouse B40 Maguire Road LS-2005-009 Plat 06/22/07 BH 3rd Plat DENIED on 07/06/07. 11127 W Colonial Drive Island Cuisine Building Plans 09/21/07 RW 1st ReRoof APPROVED 10/01/07 Jamela Storage Facility Electric 10/12/07 2nd Electric APPROVED on 10-15-07 Just For Brakes Building Plans 08128107 BH 1st Wall Sign DENIED 8/28/07 Just For Brakes Building Plans 10/03/07 MR 1st Canopy LA Fitness Wall Sin 10/11/07 AF 1st Wall Sign APPROVED on 10-16-07 Current Project Status2.xls/Review 12/6/2007 3 of 7 PROJECT STATUS UPDATE PROJECT TYPE OF DATE REVIEW SUB- MITTAL STATUS PROJECT NAME NO. SUBMITTAL RECEIVED ER NUMBER Large Scale Final Subdivision Oak Trail Reserve PUD LS-2007-010 Plan 09/20/07 AF 2nd Staff comments sent on 11/7/07 Ocoee Family Funeral 101 McKey Street W Awning 10/12107 RW 1st Awning APPROVED on 10-15-07 Ocoee Health Care Center Building Plans 09/06/07 AF 1st Replace Underdrain APPROVED on 10-03-07 Ocoee Pines Final Subdivision Plans LS-2007-015 FSP 09/17/07 AF 1st Staff comments due on 10/17/07 Orchard Park Building Plan 10/01/07 BH 1st Gazebo fence DENIED on 10-03-07 Orchard Park Gazebo Fence 10/29/07 BH 2nd Gazebo fence APPROVED on 10-29-07 Playground Orchard Park Fence 10/29/07 BH 2nd Playground fence APPROVED on 10-29-07 Plantation Groves Monument Signs 250 Moore Road (2) 11/30/07 AF 4th Monument Signs DENIED on 12-07-07 Plantation Groves Monument Signs 250 Moore Road (2) 10/29/07 AF 3rd Monument Signs DENIED on 11-01-07 Publix 8863 W. Colonial Drive Generator 11/15/07 AF 1st Generator DENIED on 11-19-07 Publix 1720 E. Silver Star Road Generator 11/15/07 AF 1st Generator DENIED on 11-19-07 Revisions to Final Subdivision Prairie Lake Reserve PUD LS-2004-026 Plan 10/23/07 AF 2nd APPROVED on 11/10/07 Prairie Lakes Tract A Plat 09/18/07 BH 2nd Plat DENIED on 10-15-07 Prairie Lakes Tract A Plat 11/28/07 BH 3rd Plat Prairie Lakes Tract A LS-2006-001 Revision to FSP 09/05/07 BH 2nd APPROVED on 9126/07 Prestige Gunite - Ocoee LS-2007-012 Final Site Plan 09/20/07 BH 2nd Staff comments sent out on 11/05/07 Quik Drop Wall Sign 10/15/07 RW 1st Wall Sign APPROVED 10-15-07 Select Physical Therapy Wall Sign 10/11/07 BH 1st Wall Sign DENIED on 10-12-07 Select Physical Therapy Wail Sign 10/24/07 BH 2nd Wall Sign DENIED on 10-24-07 Select Physical Therapy Wall Sign 10/31/07 BH 3rd Wall Sign APPROVED on 11-01-07 Sherman's Gift Home Decor Monument Sign 10/30/07 RW 1st Monument Sign APPROVED on 10-30-07 Large Scale Site Shoppes at West Oaks LS-2007-013 Plan 09/24/07 AF 2nd Staff comments due 10/23/07 iSonntag Lot Split Plat 10/18/07 MR 4th Plat APPROVED 10-22-07 Current Project Status2.xls/Review 12/6/2007 5 of 7 PROJECT STATUS UPDATE PROJECT TYPE OF DATE REVIEW SUB- MITTAL STATUS PROJECT NAME NO. SUBMITTAL RECEIVED ER NUMBER Colocation of antenas on West Orange Commercial existing tower 10/31/07 AF 1st Colocation of antenas on existing tower DENIED on 11-14-07 West Orange Investments/Ocoee Storage 981 Marshall Farms Road New Building 10/22/07 AF 2nd New Building APPROVED on 10-31-07 Preliminary / West RV & Boat Storage LS-2005-013 Final Site Plan 10/31/07 BH 4th APPROVED - scheduled for P & Z on 12/11/07 Revision to Final Westyn Bay LS-2003-005 Subsivision Plan 09/12/07 AF 1st APPROVED on 10/10/07 West n Bay 4 & 5 Plat 11/07/07 AF 4th Plat APPROVED on 11-27-07 Current Project Status 2.xls/Review 12/6/2007 7 of 7 16 23 I30 4 oft Comminlou Meeting @ Comm. Chambers 7:15 p.m. W/ � ��� 11 Planning & IV Zoning Commission @ Comm. Chambers 7 p.m. 12/18/07 Agenda Items 12/18/07 Stan Reports Due to CC Due to City Mgr. 17 Parks & Rec. 18 City Advisory Board Commission Meeting @ [son Veteran's Co. @ Comm. Chambers 7:30 p.m. 7:15 p.m. 24 city Hall cloud 25 City Han closed '' t A , Christmas Eve Christmas Day 31 12/18/07 Agenda Published 19 26 6 Human Relations DivessRy, Board @ Comm. Chambers 7 p.m. 13 Paarr Flm Pension soar) @ Comm Chambers IPm. Citv Commission SS Re: State Farm Bldp. @ Comm. Chambers 5:00 P.M. CACOFD u hm Slalion Qa 7 a.m. 20 CACOPD @ Comm. Chambers 7 p.m. 27 L7 1 oeoee Cbrlstmn Parade 10 a.m. 8 15 �S 22