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06-17-2009 Agenda Packet
. —4: e-_ , Mayor S. Scott Vandergrift Citv Manaver Robert Frank SPECIAL MEETING IV V VI CALL TO ORDER Commissioners Gary Hood, District I Rosemary Wilsen, District 2 Rusty Johnson, District 3 Joel F. Keller, District 4 PLANNING AND ZONING COMMISSION (LOCAL PLANNING AGENCY) AGENDA Wednesday, June 17, 2009 7:00 PM A. Invocation and Pledge of Allegiance B. Roll Call and Determination of Quorum CONSENT AGENDA A. Minutes of the Planning and Zoning Commission Regular Meeting held May 12, 2009 OLD BUSINESS NEW BUSINESS A. Diplomat Tower PUBLIC HEARING 1. Preliminary / Final Site Plan B. Rose Hill Phases 2& 3 1. Referendum Annexation MISCELLANEOUS A. Project Status Report B. June Calendar ADJOURNMENT PUBLIC HEARING O:\P & Z\Agendas\2009\Special June 17, 2009 P & Z Agenda.doc Principal Planner Fabre Principal Planner Rumer NOTE: Regular Planning and Zoning Commission meetings take place on the second Tuesday of every month at 7:00 pm in the Ocoee Commission Chambers in City Hall unless otherwise advertised. Any person who desires to appeal any decision at this meeting will need a record of the proceedings and for this purpose may need to ensure that a verbatim record of the proceedings is made which includes testimony and evidence upon which the appeal is based. More than one Commissioner may participate or hear discussions regarding a matter which will come before the Commission for action. Also in accordance with Florida Statue 286.26: Persons with disabilities needing assistance to participate in any of these proceedings should contact the Office of the City Clerk, 150 North Lakeshore Drive, Ocoee, FL 34761 (407) 905-3105, 48 hours in advance of the meeting. City of Ocoee - 150 N Lakeshore Drive ■ Ocoee, Florida 34761 phone: (407) 905-3100 • fax: (407) 656-8504 • w�vw.ci.ocoee.fl.us ITEM NUMBER II. A. Minutes of the Planning and Zoning Commission Meeting held on May 12, 2009 MINUTES OF THE PLANNING AND ZONING COMMISSION ACTING AS THE LOCAL PLANNING AGENCY MEETING HELD TUESDAY, MAY 12, 2009 CALL TO ORDER Chairman Sills called the meeting to order at 7:00 p.m. Following a moment of silent meditation and the Pledge of Allegiance to the Flag, a quorum was declared present. PRESENT: Chairman Sills, Vice Chair Golden, Members Campbell, Dillard (arrived at 7:03 p.m.), McKay, Morris, Rhodus, and West. Also present were City Attorney Rosenthal, Development Services Director Shadrix, City Engineer Wheeler, Principal Planner Rumer, C.I. P. Manager Butler, and Deputy City Clerk Sibbitt. ABSENT: Member Conkling was absent excused. CONSENT AGENDA Minutes of the Planning and Zoning Commission Regular Meeting held on Tuesday, April 14, 2009. Member Camobell, seconded by Member McKev. moved to accent the Minutes of the Aoril 14. 2009. Planning and Zoning Commission meetino. Motion carried unanimously. OLD BUSINESS — None NEW BUSINESS Chanaes to the Ocoee Land Development Code Principal Planner Rumor gave a brief background summary stating that the City has begun the process for the involuntary annexation of Phases 2 & 3 of the Rose Hill subdivision. Upon review of the Florida Statute requirements and the Land Development Code requirements, staff found the LDC to be more arduous then the requirements of the Florida Statutes. Principal Planner Rumor discussed the details of the proposed amendments to the LDC that are being requested to Section 1-10 and Section 5-9. Section 1-10 1. Breaks Section 1-10 A (1) into six (6) friendly. 2. Removes the requirement of a posted City initiated annexation. separate subsections to be more user - notice on property(s) in the case of a Planning and Zoning Commission Regular Meeting May 12, 2009 3. Changes the requirement that a property owner be notified by Certified Mail to Regular Mail, when the annexation is initiated by the City to be in accordance with the requirements of Chapter 171, Florida Statutes. 4, Amends the requirements for noticing in the newspaper to allow an advertisement to run in the West Orange Times rather then the Orlando Sentinel when the Florida Statutes do not have specific requirements. 5, Permits mailed and published notices for the Planning and Zoning Commission meetings to include all actions into a single combined notice. 6. Adds an additional subsection making the noticing requirements of this section applicable to public hearings held by the P&Z and City Commission for annexations, rezonings, and Comprehensive Plan Amendments. Section 5-9 1. Clarifies the criteria to be met for properties requesting voluntary annexation. 2. States that the City may leave the Orange County zoning in place upon annexation. 3. Removes section on noticing as it is a duplication of Section 1-10. DISCUSSION Member McKay asked, according to the way it is presently written, what is the process that a person would have to take if they do not want to be annexed. Principal Planner Rumor explained that under the voluntary annexation, 100% of the property owners come to the City and ask to be annexed. The City by policy does not seek involuntary annexations. The Rose Hill subdivision came to the City and the City had them take some steps before the City spent the time and money. The subdivision took an HOA vote and the property owner's voted almost unanimously. He further explained under involuntary annexation, if the City is looking to annex an area and there is one person who does not want to sign on, then they would have to follow the Florida Statutes and they would also follow the regular guidelines in the LOC. City Attorney Rosenthal added that there would be a referendum in connection with any involuntary annexation which would most likely be by mail. He further stated this LDC amendment would stream line the process and they would follow the state's guidelines for involuntary annexations. Principal Planner Rumor briefly explained that under the involuntary annexation, which is done by referendum vote, they would not only send all the property owners notices for the Public Hearings for P& Z but also the two Public Hearings for the ordinances before the City Commission. He further stated they would also have to send notices stating that under the referendum vote only registered voters are able to vote in the referendum. Member Rhodus inquired if there would be any follow-up planned for residents who may not open their letter since it is not certified mail. Principal Planner Rumor stated that there is not anything under the code that requires a follow up letter. City Attorney Rosenthal stated this is Planning and Zoning Commission Regular Meeting May 12, 2009 not any different then a normal Public Hearing where they just send out letters regular mail and do not go back to check and see if someone has read it. Member West clarified that they had to be a registered voter to vote. Principal Planner Rumor stated that is correct, only those that live at that address and are a registered voter can vote. Member Rhodus inquired as to what happens if it is a rental property and is not owner occupied. City Attorney Rosenthal stated only registered voters can vote. Principal Planner Rumor briefly explained some provisions required and further announced that they get owner addresses for the property from the property appraiser's website. A brief discussion ensued regarding registered voters, costs in mail outs, and concern of local newspaper mentioned in the code. The Public Hearing was opened and as no one wished to speak. The Public Hearing was closed for the Changes to the Ocoee Land Development Code. Member Camobell. seconded by Member West moved to recommend aDDroval of the or000sed amendments to the Land Develooment Code. Motion carried unanimously. Principal Planner Rumor briefly announced that City staff, in order to facilitate the Rose Hill Annexation in a timely manner, would like to call a Special Meeting for June 17t6. They will still have their Regular Meeting on June 9s'. MODIFICATIONS TO ARTICLE 4. OCOEE LAND DEVELOPMENT CODE C.I.P Manager Butler gave a brief presentation on the Plat Review Process, new Lot Split Review Process, and the Modification to the Short Form Plat Review Process. He further explained that one of the issues they came across which inspired these changes to the LDC was a conflict between the LDC and the Florida Statute on the definition of a "subdivision". As well, they have had issues with the high cost and high effort both on the part of the applicant and the City, which does not really give out a lot of benefit. C.I.P. Manager Butler briefly provided a PowerPoint presentation and explained the proposed processes for Lot Split and Short Form Platting. DISCUSSION Member West inquired as to what the thinking was behind the lot split having to be platted prior to 1991. C.I.P. Manager Butler stated that is a year that is commonly used by local governments and relates to time when changes occurred in the way plats were filed with the Property Appraiser's Office. Member West further inquired if a person had something platted in the 1960's would that pose a problem. C.I.P. Manager Butler clarified that the plat had to be recorded before 1991 so the older plats would do. He further stated that one of the things they Planning and Zoning Commission Regular Meeting May 12, 2009 have talked about doing is to recognize the ability of commercial subdivisions that evolve all the time. Member Dillard inquired as to what the average time frame was for the long version of the lot splitting process. City Engineer Wheeler stated the original long form/ short form could drag out almost as long as if you had a large subdivision. He further explained the new process and the quickness in turn around time. Member Dillard inquired if the short form version would now take about 30-60 days. City Engineer Wheeler stated they are thinking a couple of months if the applicant has everything. Member Mckey inquired if the forms are written so that the average college educated homeowner could do this or is professional help needed. Mr. Wheeler stated if they are subdividing their property then they would still need services of a surveyor and they could advise the homeowner. C.I.P. Manager Butler stated that is one of the reasons they have the pre -application conference so that they can go through that with the homeowner and make sure they understand the platting process. Vice Chair Golden stated he likes what they did and the simplification of the forms. He further inquired about the flat fee and if that would be beneficial to the City. C.I.P. Manager Butler stated for this type of process it is not size dependent in terms of amount of time put in by the City so a flat fee is sufficient. The Public Hearing was opened and as no one wished to speak. The Public Hearing was closed for the Modifications to Article 4, Ocoee Land Development Code. Member McKev. seconded by Member Dillard, moved to recommend aoproval Of the proposed amendments to the Land Development Code as follows: proposed ordinance with modifications to LDC Article 4. oroposed lot split approval procedure. or000sed short -form approval procedure. oroposed lot split approval application (Form 35). proposed short -form subdivision approval application (Form 28). and proposed owner's affidavit (Form 36). As well as, include the correction to the ordinance under Lot Split Plan Aooroval Procedure to include: HOA Restrictive Covenants reauired for approval on lot split. Motion carried unanimously. MISCELLANEOUS Member McKev. seconded by Member West moved to call a Special Meeting of the Plannina and Zonina Commission for June 17. 2009. at 7 o.m. Motion camed unanimously. Development Services Shadrix commended Principal Planner Rumer for the Rose Hill Annexation since this is something new for the City to undertake and commended C.I.P. Manager Butler for streamlining the lot splitting process. He further stated they will be entering into a contract with University of Central Florida Planning and Zoning Commission Regular Meeting May 12, 2009 to further streamline a lot of their operational processes and it will result in having online applications for building permits, site plan approval, zoning requests, and land use amendments. It seems the theme for this evening is to streamline. Development Services Shadrix stated that streamlining is not taking things out that are important but instead shortening the process to include the things that are important as well as clarifying them. He further briefly explained the new process that the University of Central Florida would be taking to help their staff in working efficiently. ADJOURNMENT The meeting adjourned at 7:53 p.m. Attest: APPROVED: Melanie Sibbitt, Deputy City Clerk Jim Sills, Chairman ITEM NUMBER IV. A. PUBLIC HEARING Diplomat Tower 1. Preliminary / Final Site Plan Mayor S. Scott Vandergrift Citv Manazer Robert Frank DATE: June 10, 2009 Center of Good Liv, C Q' STAFF REPORT Commissioners Gary Hood, District 1 Rosemary Wilsen, District 2 Rusty Johnson, District 3 Joel F. Feller, District 4 TO: The Planning and Zoning Commission FROM: J. Antonio Fabre, AICP, Principal Planne SUBJECT: Diplomat Tower 9 Preliminary/Final Site Plan - Project # LS-2007-024 Commission District # 3 — Rusty Johnson ISSUE: Should the Planning & Zoning Commission recommend approval of the Preliminary/Final Site Plan for Diplomat Tower? BACKGROUND: The subject site is approximately 6.26 acres in size and is located on the north side of Tomyn Boulevard and south of the Florida Turnpike approximately 900 feet west of Maguire Road (Physical Address 11105 Tomyn Boulevard). The subject property is currently undeveloped and has no protected trees as defined by the Land Development Code. The table below references the future land uses, jurisdiction/zoning classifications and existing land uses of the surrounding parcels: Direction Future Land Use North Commercial East I Commercial South Commercial West I Commercial Jurisdiction/Zoning Classification City / General Commercial "C-3" Orange County / Agricultural "A-1" I City / General Commercial "C-3" I City / General Commercial T-Y Existing Land Use I Vacant Undeveloped Parcel j Vacant Undeveloped Parcel I Vacant Undeveloped Parcel I Vacant Undeveloped Parcel The Future Land Use designation for the site is "Commercial" which allows for a Floor Area Ratio of 3.0. The property is zoned "General Commercial" C-3, which permits development and construction of the proposed use. Therefore, the requested use is consistent with directives of the Comprehensive Plan and adopted Land Development Code. The Planning and Zoning Commission Meeting Date: June 17, 2009 Page 2 of 3 DISCUSSION: The Diplomat Tower site plan consists of a 3-story professional/medical office building with associated infrastructure. The building itself has a total floor area of 78,870 square feet with a footprint area of 26,290 square feet. The site plan as proposed demonstrates all the requisite parking and landscaping areas per the Land Development Code. This development is proposed to be developed in one phase. Access into the site will be through the right-of-way dedication and construction of Northbrooke Boulevard. The design and construction for the roadway will be facilitated through a Development Agreement. Essentially, the right-of-way will be dedicated by the adjacent property owner (Heller Bro. Corporation) and the design and construction will be conducted by the Applicant (Diplomat Development Group LLC). A portion of the construction will be funded by the City through the transportation impact fee associated with this project. Accordingly, the Development Agreement will be addressed and presented to the City Commission for their formal consideration and approval. Additional off -site improvements include an eastbound left -turn lane on Tomyn Boulevard. Water, sanitary sewer, reclaimed water, solid waste and police & fire protection will all be provided by the City. There are only two (2) waivers from the Land Development Code which are requested by the applicant/developer. The first waiver request is a deviation from Article V, Table 5- 2 of the Land Development Code. This section of the Land Development Code limits a maximum building height to 45 feet for "General Commercial" C-3 zoning. The applicant is requesting a maximum building height of 55 feet. This request is for the top of the parapet wall element at the front and rear elevation as shown on the architectural elevations. As justification of this waiver request the applicant has stated, that an "architectural element at the center of the building helps to create a visual break that compliments the symmetry of the building, emphasizing and defining the importance of the main entrances. This raise wall also helps as a screen wall for the roof top equipment located behind on a non -inhabitable area." Staff supports this waiver as presented by the applicant. The final waiver request is a deviation from Article VI, Section 6-14, C, (1), (0, (xii) of the Land Development Code. This section of the Land Development Code requires a minimum 24 feet wide traffic aisle for 18 feet deep parking spaces. As justification for the waiver request the applicant will provide wheel stops to better separate and define the parking areas. Wheel stops are also proposed to protect sidewalk areas within the development. Staff supports this waiver as presented by the applicant. DEVELOPMENT REVIEW COMMITTEE RECOMMENDATION: The Development Review Committee (DRC) met on June 10, 2009 and reviewed the Preliminary/Final Site Plan for Diplomat Tower. There were minor technical issues to be addressed from the Engineering Department and City Attorneys' Office that were identified in written staff comments and presented verbally (see attached Memorandums). The requested changes were discussed and agreed upon by the applicant. Additionally, the Applicant was notified that the Development Agreement will have to be completely finalized and executed before presentation to the City Commission. The Planning and Zoning Commission Meeting Date: June 17, 2009 Page 3 of 3 When the discussion was finished, the DRC voted unanimously to recommend approval of the Preliminary/Final Site Plan for Diplomat Tower, subject to resolving the issues specified on the attached City Attorney & Engineering Department memorandums, finalizing the Development Agreement, and paying for any accrued review fees before the City Commission meeting. STAFF RECOMMENDATION: Based on the recommendation of the DRC, Staff recommends that the Planning and Zoning Commission recommend approval of the Preliminary/Final Site Plan for Diplomat Tower, subject to resolving the issues specified in the attached City Attorney & Engineering Department memorandums, finalizing the Development Agreement, and paying for any accrued review fees before the City Commission meeting. Attachments: Engineering Department Comments dated May 5, 2009; City Attorney's Memorandum dated May 11, 2009; Location Map; FLU Map; Zoning Map; Aerial Map; Preliminary/Final Site Plan for Diplomat Tower date -stamped ,tune 10, 2009. e Center of Good Z4, Moor Commissioners S. Scott Vandergrift Gary Hood, District 1 Rosemary Wilsen, District 2 Citv Manager rib's./ EE Rusty Johnson, District 3 Robert Frank Joel F. Keller, District 4 Diplomat Tower — Preliminary/Final Site Plan Review Large Scale Site Plan — 4th Staff Review Engineering Department Comments May 5, 2009 The following are the results of your fourth submittal for the above referenced project. If you have any questions pertaining to the requested information, please contact our office. 1. Resolved 2. (Repeat Comment) Remove all signage and pavement marking and any related notes and details and place them on a separate Signing and Pavement Marking Sheet. Create a Signing and Pavement Marking Sheet which will include all details, notes, and plan information regarding any type of signage or pavement marking. This will include any handicap notes or details. This information will be removed from all other sheets. Also provide a second sheet to indicate the signing and marking for Northbrooke Blvd and remove from all other sheets. The continuation Note indicates the Northbrooke Blvd. information is located on sheet 7. This note needs to be modified to list the correct sheet. 1-5. Resolved 6. (Repeat Comment) A signed and sealed survey must be included in the plan before final plans will be approved. This comment remains as information. T-18. Resolved 19. (Repeat Comment) The note on the General Notes Sheet indicates the sanitary sewer will be privately owned and maintained. This is not required, however, will be allowed if preferred. If the system is to remain private an additional manhole will be required at the right of way where the private system will connect to the sanitary sewer main that will be owned and maintained by the City. Relocate the manhole to the raised median at the road right-of-way at the site entrance. Add a two sanitary manholes along Northbrooke Blvd. The first will be to eliminate the service facilitating the property to the east crossing the corner of your site (This will also need the reclaimed service to be relocated). The second will be placed in the median of Northbrooke Blvd to eliminate the proposed sanitary pipe from traveling across the traffic lane and under the sidewalk. A portion of this comment remains. Please schedule a meeting with the Citv Engineering Department to dicuss the location of Utilities located in the are where the site is adiacent to the Northbrook Blvd. right-of-way. This meeting will be to insure the location of utilities are best located and discuss necessary easements. City of Ocoee - 150 N Lakeshore Drive • Ocoee, Florida 34761 Phone: (407) 905-3100 - Fax: (407) 656-8504 - www.ci.ocoee.fl.us Diplomat Tower May 5, 2009 Page 2 of 2 20.-24. Resolved 25. (Repeat Comment) Provide fire flow calculations to insure pipes are sized sufficiently to meet the city minimum standards for fire flow. This comment has not been resolved. 26.-33. Resolved 34. (Repeat Comment) Revise the landscape plan to insure there are no trees planted within 10' of any underground utility or stormwater pipes. All the street trees along Northbrook Blvd. are located within 10' of City utilities. This comment has been resolved. There are a few palm trees in this area that are in the pond side slopes. Take measures to insure the slopes and trees are best protected. 35. Resolved Public Works Department Comments 1.-3. Resolved New comments based on the second staff review of the plans submitted on March 5, 2008. 1.-3. Resolved 4. (Repeat Comment) Provide a section western pond side up to the property line. Show the grading of the project to the west at the property line to show how the grading will match up. This comment has not been addressed. There was a cross-section added for the western portion of the site adiacent to the parking areas but the area in auestion remains between the western side of the pond and the adiacent property. Please provide a section in this area. 5.-7. Resolved 8. (Repeat Comment) Provide a table of all irrigation zones and flows per zone to insure the spreads are close and the proper meter size has been selected. This comment has been addressed. For information: a 1-1/2 inch meter would be capable of supplying the flows as described and would have a smaller base -fee than a 2 inch meter. 9.44. Resolved Engineering Department Ryan P. Howard, P.E. Engineer II FOLEY FOLEY & LARDNER LLP ATTORNEYS AT LAW 111 NORTH ORANGE AVENUE, SUITE 1800 ORLANDO, FL 32801-2386 P. O. BOX 2193 ORLANDO, FL 32802-2193 407A23.7656 407.648.1743 WWW.FOLEY.COM 407.244.7133 MEMORANDUM CLIENT -MATTER NUMBER 020377-0869 TO: Sherry Seaver, Development Review Coordinator FROM: Dorothy E. Watson, Esq., Assistant City Attorney CC: Paul E. Rosenthal, Esq., City Attorney DATE: May 11, 2009 RE: Diplomat Tower; Preliminary/Final Site Plan Project No.: LS-07-024 (Fourth Review) In connection with the above -referenced project, we have reviewed the following documents: 1. Letter of Transmittal from Tawill Engineering, Inc. dated April 9, 2009; 2. Responses to comments to Planning Division, Engineering Department, Public Works and City Attorney (the "Response Letter"); 3. E-mail response from Florida Turnpike dated February 2, 2009; 4. E-mail response from Mr. S. Glass dated March 2, 2009; and 5. Preliminary/Final Site Plan for Diplomat Tower, date stamped received by the City of Ocoee on April 9, 2009 (the "Plan"). This memorandum supersedes our previous memorandum dated January 25, 2008, April 8, 2008 and December 15, 2008. Based upon our review of the documents noted above and pursuant to the Land Development Code, we have the following comments: ORLA_1295332.1 FOLEY FOLEY & LARDNER LLP I. Comments Directed to Citv 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 Staff's direction. 1. City Staff should note that Mr. S. Glass has informed us that the sale of the property to the west is anticipated to be delayed for 6 to 9 months. Accordingly, the development of the Fountains at Highland Park will be delayed. As a result, the applicant will not be able to secure a cross access easement with the Fountains at Highland Park property at this time. However, City Staff should note that, under COA #30, the owner will be required to provide cross -access for the benefit of the western property and to execute instruments to that effect in the future. II. Reheat Comments The following comments were included in the City Attorney's prior memorandum; 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. 2. [Revised Comment] Please provide a current title report or attorney's title opinion (the "Title Report") that references the legal descriptions for: (a) the subject property, (b) the proposed Northbrooke Boulevard land, and (c) the existing retention pond site located west of the proposed Northbrooke Boulevard land. The Title Report should identify the record owner(s) of the subject property and list all mortgages, easements and/or other encumbrances affecting the subject property. In addition, please provide copies of all documents referenced in the Title Report. 3. [Revised Comment] Per the Response Letter, it was agreed that a legal description and sketch of description for the existing retention pond located adjacent to proposed Northbrooke Boulevard right-of-way would be provided under separate cover. Please provide the above -referenced legal description and sketch of description for the City's review. 4. [Revised Comment] We note that COA #31 was revised to reflect joint access with the eastern and western adjoining properties. However, as the future joint access to Northbrooke Boulevard is a very different issue than cross access between the adjoining properties, we would prefer to keep the conditions of approval for these issues separate. The cross -access to the west is already addressed in COA #30. Accordingly, please revise COA #31 to read as follows: At such time as the property to the east develops, the Developer will enter into a joint access and shared maintenance agreement with the adjoining property owner for the "Future Joint Access" as shown on the Plan. This agreement shall be in such form as may 2 ORLA_1295332.1 FOLEY FOLEY 6 LARDNER LLP be reasonably requested by the City so as to provide for joint access from Northbrook Boulevard as depicted on the Plan. 5. [Revised Comment] Please revise Sheet 4 of the Plan to depict the entire area that will be utilized for joint access. That is, please draw the boundaries of the box labeled "Future Joint Access" to show that portion of the Site that will be subject to any joint access agreement in addition to that portion of the neighboring site to be subject to a joint access agreement. We note that the Response Letter indicates that Sheet 4 has been revised in accordance with this comment. However, the "Future Joint Access" box on Sheet 4 still only depicts that portion of the adjoining property that will be subject to joint access. Please revise Sheet 4 to depict those portions of both the applicant's property and the adjoining property that will be subject to joint access under the terms of COA #31 (as revised pursuant to the above comment). III. Comments in Response to Current Submittal The following comments are based on changes since the Applicant's prior submittal(s) or relate to new information or documents that have been provided since the Applicant's prior submittal(s). 6. We note that a drainage easement template was previously provided to the applicant under separate cover. Using this template, please provide a draft drainage easement for the City's review and approval, which easement provides for drainage from Northbrooke Boulevard into the retention pond to the west owned by Heller Brothers Groves. 7. Attached please find City Attorney's comments to the proposed "Northbrooke Boulevard Construction and Impact Fee Credit Agreement." Please note that these comments are preliminary in nature and are subject to further review and comment by City Staff. Please provide a revised construction agreement with your next submittal or as a separate submittal. Please be advised that the construction agreement will need to be finalized between the Developer and the City prior to the Plan being placed on a City Commission Agenda. 8. Pursuant to earlier discussions, please arrange to have Heller Brothers Groves execute and deliver to the City in escrow both the deed conveying the Northbrooke Boulevard right-of-way and the necessary drainage easement for this road. Please advise if assistance is needed from the City in obtaining the foregoing from Heller Brothers Groves. The escrow instructions should specify that these documents shall be released for recording with the Northbrooke Boulevard Construction and Impact Fee Credit Agreement pending approval of the project. If you have any questions regarding this matter, please do not hesitate to call. 3 ORLA_1295332.1 Diplomat Tower Location Map W Colonial Drive Tomvn Boca M 0 y a� L_ Diplomat Tower 7.uture Land Use Map fG Ocoee Community Development Department 1 inch equals 670.70532 feet 210105 0 210 420 630 Feet NALUNIL-00 Printed'. June 2009 2:1 Subject Property Unincorporated Territory CO and Other Municipalties Low Density Residential Medium Density Residential High Density Residential Professional Offices and Servic coSY mmercial Light Industrial Heavy Industrial Conservation/Floodplains Recreation and Open Space M Public Facilities/Institutional Lakes and Water Bodies I Diplomat Tower Zoning Map c DcOee De d.. . DDn,bpneM Department 1 inch N.M. 67070532 feet 230115 0 2J0 460 690 FW Printed: June 2009 aSubject Property Unincorporated Temtory ®and Other Municipalbes Zoning Classification: General Agricultural (A-1) Suburban(A-2) Single-Family Dwelling (R-1AAA) Single-FamAy Dwelling (R-1AA) Single -Family Dwelling (R-IA) Single -Family Dwelling (R-1) One- & Two -Family Dwelling (R-2) Multiple -Family Dwelling (R-3) Mobile Home Subdivision (RT-1) Professional Offices & Services (P-S) Neighborhood Shopping (C-1) Community Commercial (C-2) General Commercial (C-3) Restricted Manufacturing & Warehousing (1-1) General Industrial (1-2) IN Commercial (PUD) Low Density (PUD) BE Medium Density (PUD) ME High Density (PUD) Public Use (PUD) Unclassified Lakes and Water Bodies <.: - 2; f? I, . pr fr� i �Y�rvl TAL PROJECT LOCATION: 11105 TOMYN ROAD CITY OF OCOEE PARCEL ID No. 30-22-28-0000-00-017 OWNER/DEVELOPER : DIPLOMAT DEVELOPMENT GROUP LLC 233 BELLAGIO CIRCLE SANFORD, FLORIDA 32711 TEL. 321-206-5262 FAX 407-218-4141 PROJECT LANDSCAPE ARCHITECT: RAVENSDALE PLANNING AND DESIGN 703 GREENS AVENUE WINTER PARK, FLORIDA 32789 TEL. 407-647-1213 FAX 407-647-6359 PROJECT GEOTECHNICAL : NODARSE & ASSOCIATES, INC. 1675 LEE ROAD WINTER PARK, FLORIDA 32789 TEL. 407-740-6110 FAX 407-740-6112 PROJECT ARCHITECT: FARMER & COMPANY INC. 1724 33rd STREET SUITE 200 ORLANDO, FLORIDA 32839 TEL. 407-996-3600 FAX 407-996-5520 PROJECT CIVIL ENGINEER: TAWILL ENGINEERING, INC. 8606 BAY SHORE COVE ORLANDO, FLORIDA 32836 TEL. 407-903-9219 FAX 407-903-9279 PROJECT SURVEYOR: GRUSENMEYER — SCOTT & ASSOC., INC. 5400 EAST COLONIAL DRIVE ORLANDO, FLORIDA 34807 TEL. 407-277-3232 FAX 407-658-1436 slVl'E PLAN c -71 I I'll 1'y 01 oco VICINITY MAP INDEX OF SHEETS SHEET No. SHEET TITLE 1 COVER SHEET 2 BOUNDARY AND TOPOGRAPHIC SURVEY 3 SITE DATA AND GENERAL NOTES 4 OVERALL SITE PLAN 5 AERIAL SITE PLAN 6 GEOMETRY SITE PLAN 7 SIGNING AND PAVEMENT MARKING PLAN 8 PAVING. GRADING AND DRAINAGE PLAN UTILITY PLAN i 10 ROADWAY PLAN AND PROFILE 11 STANDARD DETAILS 12 STANDARD DETAILS 13 STANDARD DETAILS 14 STANDARD DETAILS 15 STORMWATER POLLUTION PREVENTION PLAN 16 CONDITIONS OF APPROVAL 17 SITE FURNISHINGS C C LANDSCAPE PLAN JUN 10 Luw9 * IRRIGATION PLAN CI1Y OF 0",j0EE * PHOTOMETRIC PLAN EXTERIOR BUILDINC,.ir ELEVATIONS (* ATTACHED) TAWILL ENGINEERING, .INC. CIVIL ENGINEERING DESIGN . CONSULTING . PERMITTING 8606 BAY SHORE COVE Y ORLANDO, FLORIDA 32836 TELEPHONE (407) 903-9219 . FAX (407) 903-9279 DIPLOMAT TOWER JOB NUMBER 07-003 SHEET 1 OF 17 DECEMBER 2007 LAST REVISED APRIL 3, 2009 n "&° STATE ROAD 50 .A/K/�1 IV A .�Ic; G.� E HIGHTrA Y 11337 MONUMENTED NORTH 1 4 COR. OF S C. 30-22-28 S 89.43.18' E (B.B.) (ASPtW T ROAD) 2629.01(F) / N MONUMENTED NORTH LINE OF THE N.0 1/4 OF SEC 30-22-28 / 1 I �N cN� tpy� U t^y M ,f• W tWif '��' i THE N.W. 1/4 OF THE z N.E. 1/4 OF SEC. 30, THE N.E. 1/4 OF THE w TWN. 22 S., RNG, 28 E, jLd N.E. 1/4 OF SEC. 30, TWN. 22 S., RNG. 28 E. W C,; N N.W. CDR. OF 33 � THE S.W. 1/4 OF THE y N.E. 1/4 OF SEC. 30-22-28 AS ESTABLISHED 2 FROM THE MONUMENTED CENTER OF SEC. LIES �`1•-' � 3.3' N. & 2.7' W. OF X �1+ 1 THE N.W. COR. OF l,. -�•.— .y -�� OF CURB S.W. 1/4 OF N.0 1/4 \C ,L tii --•-� n78- ti_ _ "9:42'S5' W PER CALC. OF SECTION 1 1 N 8942� S5' W 1314.59' ^ I NORTH LINE OF THE S.W. 1/4 OF THE NZ 1/4,A 1 :5 OF SEC 30-22-28 -�� �� TOP OF IR ' '�' .. `""' ._" •.•.• _'. "' ` 1 I �' ° -�.�.` PP � ' 4598 M1 -._ _--_ _ . _ _ > REC. 1/2 �,n*%�-�---•l45�6 =-�`�� 11'f... 'TDB--=�.�-'."" -^ ,-�3..'¢¢ ..._ t ^,tia�• �....�• FENCE--~ '.......: "".�~- n, '.er PIPS { FENCE'-' � = PIPE f *� 2 I / �_ 3.4' ON l t ,P x I - - 14.2.24' �---�— h' t v I NORTH td *1RE FENCE I y 8 INS ci 1 n1 / / 2 w 137.24. j 23.21. W� SITE � 0 = I � � x� I � x I I z p? PART OF OF THE 1/4OFS ' VICINITY MAP •``��� '' w SOUTH 0 I (NOT TO SCALE) � CONT I ; I Z • AS THE O I ARE THE X ON �I x1P� I AYw x I NOT PLATTED z I N W 1 � I 2 31 � I 41 FJ AI 3 WN � �% x i 00 DWI 4 LA I X N � 1 1 - I ' Id ' THE S.W. 1/4 OF THE WIRE FENCE N N 1 N.E. 1/4 OF SEC. 30, (TYPICAL j o i TWN. 22 S., RNG. 28 E. N Z t,i W I O 1 . I 1 I I I X�L NORTH I GRAPHIC SCALE I I REC. 1/2' IR I (WP 3.03 N., 2.4' - -- _ 2.6' W. OF � 1 S.W. COR. OF I IN F= 1 SUBJECT PARCEL REC. 1' IP NO ID ' / X� " a R 1 SCALE: 1 " = 50' v1 TB °* 33 �� MONUM C T.B.M. �' �t z �c 11 OF SEC. 30-22-28 ' TOP OF iR'°y "L x "r u LIES 6.5' N. 5.5' W. 4596 R 1/2' IR *�' FENCE, k OF CALL. CENTER OF 1 SOUTH LINE OF THE ME 1/4 OF SEC 30-22 28 a . 125.30 4596 P.O.L ^`�� 337' <�`�- � X SEL'110N I - - - -PER MONUMENIID CENTER OF SECTION AT 30.00•7 1� CALL. CENTER E 2648.07' (CALC)1,.��------------------------------------------------------------------------� � --��"- -- - - 1 --- 2828.35�-- �— F •� , N 89 2 Ir CALC. CENTER OF SECTION S B9'42'31 E 5277 43 (F) REC Il2R T01v1Y1V " R O�1 D�A� AS CALL FROM THE EAST (FROM MONUMENTED C 1/4 CDR. TO W. i14 CDR) OF SEC 28 ��' (NO ID) I R WEST 114 CDR. 11 45 8 _ _ _. ...----•--- >� MONUMENTED WEST '`..__......-•---.___._....._._...._._ �->�-= •--•.-...._.;•---•Tt2B.... �".. •-..'__-_.- / SEC. 30-22-28 �c'� _......... (D'El4` ,r '� _ _ #2;3 ��' .� _...... _ ..- . _ 't ,� ....... _s. _ CALCULATED INTERSECTION OF I -ATHE NORTH -SOUTH CENTER SECTION LINE AND THE NORTH LINE OF WESMERE AT OCOEE, UNiT ONE; PLAT BOOK 25, PAGES 110-112 DETAIL LINE TABLE - BOUNDARY LINES ESTABLISHED USING CALC. CENTER OF SECTION - - - - - - - - = BOUNDARY LINES ESTABLISHED USING MONUMENTED CENTER OF SECTION 2629.18' N 89-42 55' W 9314.59" " NORTH LINE OF THE S.E 1/4 OF THE N.E 1/4 OF SEC 30-22-28 REC. R.R. SPIKE (NO 10) MONUMENTED N.E �COR. OF SEC 30-22-28 N �i � y 2 3 6 N.E COR. OF S.E. 1/4 N.E 1/4 SEC. 30-22-26 DESCRIPTION AS FOLLOWS: That part of the West 12 acres of the Southeast 1/4 of the Northeast 1/4 of Section 30, Township 22 South, Range 28 East lying South of the Florida Turnpike all lying and being in Orange County, Florida. SURVEY RELATED ITEMS PERTAINING TO SCHEDULE B-11 OF OLD REPUBLIC NATIONAL TITLE INSURANCE COMPANY ALTA COMMITMENT AGENT'S FILE NUMBER: 07-37, COMMITMENT NUMBER: 07-37, EFFECTIVE DATE: June 6, 2007: Item 16: The Sewer Service Territorial Agreement recorded in O.R. Book 3894, Page 1363, Amended in O.R. Book 4702, Page 2589; O.R. Book 6432, Page 2130 and O.R. Book 5896, Page 3531, Public Records of Orange County, Florida includes contains no plottable easements within the subject site. Item 17: The Water Service Territorial Agreement recorded in O.R. Book 4034, Page 291 and O.R. Book 4102, Page 367, Amended in O.R. Book 4702, Page 2576 and O.R. Book 6432, Page 2116, Public Records of Orange County, Florida but contains no plottable easements within the subject site. item 18: The Ordinance recorded in O.R. Book 4240, Page 1053, Public Records of Orange County, Florida contains no plottable easements within the subject site. Item 19: The Department of Transportation Resolutions recorded in O.R. Book 8054, Page 4422, and D.R. Book 8184, Page 3157, Public Records of Orange County, Florida contains no plottable easements within the subject site. SURVEYOR'S CERTIFICATION: This is to certify that this map or plat and the survey on which it is based were made in accordance with the "Minimum Standard Detail Requirements for ALTA/ACSM Land Title Surveys," jointly established and adopted by ALTA and NSPS in 2005, and includes Items 1, 2, 3, 4, 8, 10, 11(a) and 18 of Table A thereof. Pursuant to the Accuracy Standards as adopted by ALTA and NSPS and in effect on the date of this certification, undersigned further certifies that in my professional opinion, as a land surveyor registered in the State of Florida, the Relative Positional Accuracy of this survey does not exceed that which is specified therein. Date:----- ------------------------ �`� 1 James W. Scott, RLS#4801 n 1 State of Florida ,I X I ALTA/ACSM LAND TITLE SURVEY FOR / CERTIFIED TO: Diplomat Development Group, LLC White & Luczak, P.A. THE WEST 12 ACRES I Old Republic National Title Insurance Company S.E. 1/4 OF THE N.E. I �I Attorneys Title of Florida, LLC EC. 30-22-28 LYING NOT PLATTED Florida Bank of Commerce F FLORIDA TURNPIKE uAIN11ORANGG� ACRES W N Z EPIC Development Group, LLC �lo O 6/10/07, ORANGE TREES 6 1LY SPECIES OF 1 m OTHE SUBJECT SITEI TREE -3 �D x� I- I . 1, X y METES AND BOUNDS DESCRIPTION N 9 i DESCRIPTION AS FOLLOWS: That part of the West 12 acres of the Southeast 1/4 of the Northeast 1/4 z a I REllL LVVER OF y of Section 30, Township 22 South, Range 28 East, lying South of the Florida Turnpike, all lying and THE S.E. 1/4 OF THE being in Orange County, Florida, being more particularly described as follows: ' N.E. 1/4 OF SEC. 30, Commence at the East 1/4 corner of Section 30 Township 22 South Range 28 East, Thence run N. I TWN, 22 S,, RNG. 28 E. , „ 9 �l I 89'42 31 W., along the South line of the N.E. 1/4 of said Section 30, 919.51 feet, to the Point of Beginning and the East line of the West 12 Acres of the S.E. 1/4 of the N.E. 1/4 of said Section 30; ' Thence continue N. 89'42'31 " W., along the South line of the N.E. 1/4 of said Section 30, 395.16 1 feet, to the S.W. corner of the S.E. 1/4 of the N.E. 1/4 of said Section 30; Thence run N. 00'1924" E, along the West line of the S.E. 1/4 of the N.E. 1/4 of said Section 30, 713.27 feet, to a point � I on a curve concave to the Southwest, having for its elements a radius of 4495.60 feet, a central angle of 05'04'59" a chord distance of 398.70 feet and a chord bearing of S. 82'02'38" E.; Thence OTE: i W run Southeasterly, along the arc of said curve, 398.83 feet, to a point on the East line of the West �N 12 Acres of the S.E. 1/4 of the N.E. 1/4 of said Section 30, Thence run S 00'19'24" W., along said 0 TREES OR BILLBOARDS; A I East line of the West 12 Acres of the S.E. 1/4 of the N.E. 1/4 of said Section 30, 660.09 feet to N SITE.` i the Point of Beginning. Containing therein 272,525.7 square feet more or less or 6.26 Acres more or I >: less. C- � I X 1 W I p I I I ° I REVISED: (02-23-09): (ORDER# 433-09): COMPOSED METES AND BOUNDS DESCRIPTION OF THE SUBJECT SITE AS SHOWN HEREON AT THE CLIENT'S REQUEST. NO FIELD WORK WAS PERFORMED) J �I .. 1 6 --1X � i NOTE • TOPOGRAPHIC INFORMATION SHOWN HEREON HAS BEEN TAKEN FROM BOUNDARY AND TOPOGRAPHIC SURVEY BY THIS FIRM DATED 10-19-06, ORDER #6474-06 AND HAS NOT 1 BEEN REVERIFIED A REC. 1/2' IR I REVISED SURVEY AND DESCRIPTION TO ADD 30' FORMERLY SHOWN AS RIGHT OF WAY TO SOUTH (W 2 P 3N•• I AND SHOW TOPO. PREVIOUSLY DONE BY THIS FIRM ONLY (ORDER ,# 2414-08) (11-10-06) 2. W. OF 1 S W. COR. OF I 6' C.L.F. SUBJECT PARCEL x h hY REC. 1/2' IR X 11 FENCE 4596 P.O.L ` 32.6' ON `3 j ►� AT 30.00' ------ ��-=----------------------= 2.3'---------------- ----- .16'�* ;S K' X N 89.42'31' W 919.51'------- .A 117.AR,SH.ALL � j'A.t�,� 5-.1n -_UNIMPROVED ROAD) ,Y' r� �,`3 f- "x A5 CALCULATED FROM EASE 8 WEST 1/4 CDR. REC 1' IP .?�:• ;_ �yti / �wr ew /N eo ID) 50-07) (07/f0/07) SI�CEE'I' 2 OF 17 1 SOUTH LINE OF THE N.E. 1 4 OF SEC 30-22-28 Il�ii p�' dui • ,` REVISED TO VERIFY EXISTING TREE SPECIES d: ADD TREE NOTE ONLY (ORDER # 40 .. � I GRUSENMEYER SCOTT �c ASSOC. INC. —LAND SURVEYORS , _ ._ ._ ._ . ..... 325- REC 1/2 IR x rl 4596 EAST 1/4 COR. OF �._.. xt r�:_ _ . -�a........._ - � .......— `a �\.;�' ��� �ii SEC. M-22 28 � 4 """" 5400 EAST COLONIAL DRIVE ORLANDO, FL 32807 (407) 277-3232 FAX: (407) 658-143,5 ��'`� ;, hob' ���; �" LEGEND - LEGEND - CERTIFlCAlE OF AUTHORIZATION. LB 4596 ''`•, P m PLAT MH a MANHOLE t F m FIELD DI DROP INLET ii IP = IRON PIPE E/P = EDGE OF PAVEMENT NOTES: i tn' j IR e IRON ROD EB s ELECTRICAL BOX RETEMION * ` } ! C.M. = CONCRETE MONUMENT TB m TELEPHONE BOX 1. THE UNDERSIGNED DOES HEREBY CERTIFY THAT THIS SURVEY MEETS THE MINIMUM TECHNICAL PONDk I 1 ! _ _ SET IR REC. — 1/2' IR w//LB 4596 P.O.L.m POINT ON LINE STANDARDS SET FORTH BY THE FLORIDA BOARD OF PROFESSIONAL LAND SURVEYORS IN CHAPTER = RECOVERED PVC LYVINYL CHLORIDE 61G17-6 FLORIDA ADMINISTRATIVE CODE PURSUANT TO SECTION 472.027 FLORIDA STATUTES. t LLC a DEFEAT RECORDS WP WITNESS POINT 2• UNLESS EMBOSSED WRH SURVEYOR'S SEAL, THIS SURVEY IS NOT VAUD AND IS PRESENTED FOR ? �`� APPROXIMATE LIMITS O R UMrrED LABILf1Y CORPORATION NR NON —RADIAL i OF PINE GROVE N&D m NAIL CENTERLINE DISK P.R.M. m PERMANENT REFERENCE MONUMENT J. THSOSURVVEY WASPREPAREDTITLE INFORMATION FURNISHED TO THE SURVEYOR. THERE i R/W m RIGHT—OF—WAY WAY B.B. = BASE BEARING MAY BE OTHER RESTRICTIONS OR EASEMENTS THAT AFFECT THIS PROPERTY. ESMT. m EASEMENT CONE. CONCRETE I CURVE TABLE /� /� /� /� CURVE 1 RADIUS I LENGTH i TANGENT ( CHORD I BEARING I DELTA AL L l Ci CS1V1 -- -NL TITLE S UR VE Y Cl 4495.60' 398.83. 199.54' 398.70' S 82'0238" E 05'04 59" / I DRAIN. m DRAINAGE FEMA m FEDERAL EMERGENCY MANAGEMENT AGENCY4. NO UNDERGROUND IMPROVEMENTS HAVE BEEN LOCATED UNLESS OTHERWISE SHOWN. UK a UnLIry C,LF. m CHAIN UNK FENCE FiRM ID FLOOD INSURANCE RATE MAP = IDENTIFICATION i 5. THIS SURVEY IS PREPARED FOR THE SOLE BENEFIT OF THOSE CERTIFIED TO AND SHOULD NOT BE WD•FC• = WOOD FENCE A/K/A = ALSO KNOWN AS RELIED UPON BY ANY OTHER ENTITY. C/B = CONCRETE BLOCK a CDR. CORNER R D a RADIUS DELTA (CENTRAL ANGLE) 6. DIMENSIONS SHOWN FOR THE LOCATION OF IMPROVEMENTS HEREON SHOULD NOT BE USED TO I SEC. =SECTION L a (ARC) LENGTH RECONSTRUCT BOUNDARY LINES. 8j• TWN• m TOWNSHIP RNC. C C.B. = CHORD (DISTANCE) CHORD Z BEARINGS, IF SHOWN, ARE BASED ASSUMED DATUM AND ON THE LINE SHOWN AS BASE BEARING (B.B.,` ?+TOTE.• THE ELEVATIONS SHOWN HEREON (DENOTED: XTYPICALLY ARE REFE.T°iENCEO TO ORANGE COUNTY RANGE DESC. m L/P RR ALTA g BEARING = RAILROAD = AMERICAN LAND B, ELEVATIONS, IF SHOWN, RE BASED ON NATIONAL GEODERC VER7ICAL DATUM OF 1929, UNLESS OTHERWISE NOTED. BENCHMARK DESTGIVARON NUMBER R—•364--020, €IHIC14 IS A RR SPIKE LOCATED 2"ik WEST OF THE CENTERLINE OF = LIGHT POLE LIGHT POLE 0/11 OVERHEAD LINE(S) ACSM TITLE ASSOCIATION = AMERICAN CONGRESS ON SURVEYING I I MAGU?RE ROAD IN LINE IVift1 TdE CEN EixLIe�E OF OLD LINTER GARDEN ROAD TO THE EAST AND BEING 13B0°± // _ LLC rf MAPPING - LIMITED LABILTY COMPANY FIELD DATE ORDER # SO STATE ROAD 80; HAVING A PUBLISHED ELEVATiOriT OF 127.234 FEET. WPP m WITNESS POINT or LIMITED LABILITY CORPORATION BOUNDARY SURVEY ( THIS PROPERTY DOES NOT O6/01/07 3949-07 UE WITHIN THE ESTABUSHED CERTIFIED BY: 100—YEAR FLOOD PLAIN AS R.L.S. # PER FIRM ZONE X UNSHADED, PANEL 1201115 0220 EM 12/06/00 JAMES W SCOTT R.L.S 4801 „ TOM X. GRUSENMEYER, R.L.S. 4714 CLEARING, EXCAVATING, GRADING AND PAVING GENERAL NOTES WATER DISTRIBUTION NOTES: 1. ALL DUCTILE IRON WATER MAINS SHALL BE IN ACCORDANCE WITH ANSI/AWWA SITE DATA 51/C151 CLASS 50 PIPE. 1. FOR IDENTIFICATION OF CONTRACTUAL AGREEMENTS, THE SET OF 15. ALL AREAS TO RECEIVE FILL, WHETHER OPEN AREA, UNDER PAVEMENT OR A21.GROSS SITE AREA SQUARE FEET DRAWINGS IS DATED NOVEMBER 2007. ANY REVISIONS THEREAFTER STRUCTURES, SHALL FIRST BE STRIPPED OF ORGANIC MATERIAL BEFORE FILLING 2. HYDROSTATIC AND LEAKAGE TESTING SHALL BE PERFORMED ON ALL NEWLY ACRES WILL BE NOTED AND DATED ON THE AFFECTED DRAWING(S). IS COMMENCED. FILL SHALL BE PLACED IN 12" LIFTS AND COMPACTED INSTALLED WATER MAINS AND APPURTENANCES. THE TEST §HAHL BE IN TO 95% MAXIMUM DENSITY OR AS DIRECTED IN THE SOILS REPORT. ACCORDANCE WITH AWWA C600 OR M23 AS APPLICABLE. EXISTING ZONING 2. UNLESS OTHERWISE NOTED ON THE PLANS, THE CONTRACTOR SHALL USE THE CONTRACTOR IS DIRECTED TO OBTAIN A COPY OF THE SOIL REPORT AND THE GEOMETRY PROVIDED ON THE CONSTRUCTION PLANS. BENCHMARK AND COMPLY WITH ALL RECOMMENDATIONS THEREIN. 3. THE WATER SYSTEM SHALL DE DISINFECTED IN ACCORDANCE WITH AWWA C651. EXISTING LAND USE INFORMATION AS SHOWN ON THE SURVEY PLAN HAS BEEN OBTAINED 16. THE CONTRACTOR SHALL BE EXPECTED, AT THE END OF EACH DAY, TO LAND USE BY SURVEYOR. ANY DISCREPANCIES BETWEEN FIELD MEASUREMENTS AND 4. ALL CITY OF OCOEE WATER MAINS SHALL BE DIP. CONSTRUCTION PLAN INFORMATION SHALL BE BROUGHT TO THE ATTENTION HAVE THE SITE GRADED IN SUCH A WAY AS TO NOT CAUSE ANY ADVERSE OF THE ENGINEER IMMEDIATELY. IMPACT FORM RUNOFF OR SILTATION TO ANY ADJACENT PROPERTIES. 5. ALL PVC PIPES LESS THAN 4" SHALL BE C-901 POLYTUB14G. SILTATION BARRIERS SHALL BE MAINTAINED AND REPAIRED IF REQUIRED 3. PRIOR TO COMMENCING CONSTRUCTION, THE CONTRACTOR SHALL AT THE END OF EACH WORKING DAY. INSTALL THE EROSION CONTROL MEASURES SPECIFIED ON THE PLANS, GRADING SHOWN ON THESE PLANS ARE PROVIDED TO THE CONTRACTOR TO EXPRESS THE GENERAL GRADING INTENT OF THE PROJECT. SMOOTH 272,525 6.256 C-3 VACANT OFFICE BUILDING THREE STORY 78,870 S.F. INCLUDING PERIMETER BERMS, STRAW BALE BARRIERS, AND SILTATION TRANSITIONS SHALL BE PROVIDED BETWEEN CONTOURS OR SPOT FENCE AS SHOWN ON THE PLANS. DURING CONSTRUCTION, THE ELEVATIONS AS SHOWN ON THE PLANS TO ACCOMPLISH THE GRADING FDEP NOTES: MAXIMUM ALLOWABLE BUILDING HEIGHT 45' AL S AT ALL INLETS AND AT R FINAL BUILDING HEIGHT * 47'-8" CONTRACTOR SHALL INSTALL STRAWS E INTENT. ALL SLOPES SHALL BE STABILIZED IMMEDIATELY AFTE OTHER PLACES, IF DIRECTED BY THE OWNER, AND SHALL REPLACE THEM GRADING HAS BEEN COMPLETED. CONTRACTOR SHALL NOTIFY OWNER AS NECESSARY TO REDUCE SILT DEPOSITS IN PIPES, INLETS, AND AND ENGINEER PRIOR TO DEMOBILIZATION OF GRADING EQUIPMENT TO RETENTION BASINS. AFTER THE LANDSCAPING IS COMPLETE, THE DETERMINE THAT THE GRADING INTENT HAS BEEN ACHIEVED. CONTRACTOR SHALL CLEAN ALL INLETS AND PIPES OF ACCUMULATED SILT AND DEBRIS AND SHALL REMOVE ALL TEMPORARY EROSION IMPROVEMENTS. IF DIRECTED BY THE OWNER OR ENGINEER, THE 17. ALL PAVING SURFACES SHALL BE GRADED TO DRAIN POSITIVELY IN THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES DIRECTION GENERALLY SHOWN BY THE FLOW ARROWS OR TYPICAL TO PROTECT SURROUNDING PROPERTIES. PRIOR TO COMMENCING SECTION. NO PUDDLING OR BIRD BATH WILL BE ACCEPTED IN THE CONSTRUCTION, THE CONTRACTOR SHALL WALK THE SITE WITH AN PAVEMENT AREAS. PAVED SURFACES SHALL ALSO BE GRADED TO OWNERS REPRESENTATIVE AND SHALL FLAG TREES TO BE PRESERVED PROVIDE A SMOOTH DRIVING SURFACE FOR VEHICLES WITH NO SHARP AND PROTECTED DURING CONSTRUCTION. BREAKS IN GRADE AND NO UNUSUALLY STEEP OR REVERSE CROSS SLOPES. APPROACHES TO INTERSECTIONS AND ENTRANCE AND EXIT 4. THE LOCATIONS OF ALL EXISTING UTILITIES SHOWN ON THE PLANS HAVE FLOW LINE GRADES TO INTERSECTIONS AND ENTRANCE AND EXIT FLOW BEEN DETERMINED FROM THE BEST INFORMATION AVAILABLE AND ARE LINE GRADES TO INTERSECTIONS WILL BE DETERMINED IN THE FIELD AND GIVEN FOR THE CONVENIENCE OF THE CONTRACTOR. THE ENGINEER ADJUSTMENTS MAY BE NECESSARY TO ACCOMPLISH THAT PURPOSE. THE ASSUMES NO RESPONSIBILITY FOR THEIR ACCURACY. PRIOR TO THE CONTRACTOR IS RESPONSIBLE TO ACCOMPLISH THIS PURPOSE. ANY START OF ANY CONSTRUCTION ACTIVITY, THE CONTRACTOR SHALL APPARENT DISCREPANCIES BETWEEN THE FLOW ARROWS AND SLOPES OR NOTIFY ALL UTILITY COMPANIES WHOSE FRANCHISE INCLUDES THIS AREA SPOT ELEVATIONS SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION AND MAKE THE NECESSARY ARRANGEMENTS FOR FLAGGING AND OF THE ENGINEER FOR EXPLANATION AND/OR CLARIFICATION. RELOCATION, IF NECESSARY. THE CONTRACTOR SHALL EXERCISE CAUTION WHEN CROSSING AN UNDERGROUND. UTILITY, WHETHER SHOWN ON 18. MATERIALS AND METHODS FOR STORM DRAINAGE CONSTRUCTION SHALL THE PLANS OR LOCATED BY THE UTILITY COMPANY. ALL UTILITIES THAT BE IN ACCORDANCE WITH THE LOCAL MUNICIPALITY CODES AND/OR THE FLORIDA INTERFERE WITH THE PROPOSED ON SITE CONSTRUCTION SHALL BE DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR RELOCATED BY THE RESPECTIVE UTILITY COMPANY. THE CONTRACTOR ROAD AND BRIDGE CONSTRUCTION, 1991, OR LATEST REVISION THEREOF, SHALL COOPERATE WITH THEM DURING RELOCATION OPERATIONS, ANY DELAY AND SUPPLEMENTAL SPECIFICATIONS THERETO. REINFORCED CONCRETE OR INCONVENIENCE CAUSED TO THE CONTRACTOR BY THE RELOCATION OF PIPE (RCP) SHALL BE CLASS III WITH RUBBER GASKET JOINTS, UNLESS "C", "D", "E" "F" VARIOUS UTILITIES SHALL BE INCIDENTAL TO THE CONTRACTOR, AND NO EXTRA OTHERWISE NOTED ON THE PLANS. ALL F.D.O.T., AND COMPENSATION WILL BE ALLOWED. INLETS SHALL BE EQUIPPED WITH STEEL RETICULIN GRATE AND LIFTING CHAPTER 17-53 OF THE FLORIDA STATUTES REQUIRES THAT AN CHAINS PER F.D.O.T. STANDARDS, WHERE APPROPRIATE. YARD INLETS MAY BE EQUIPPED WITH CAST IRON GRATES, IF THEY ARE NOT SUBJECT TO EXCAVATOR NOTIFY ALL GAS UTILITY COMPANIES A MINIMUM OF TWO (2) TRAFFIC. INLET WALL THICKNESS SHALL BE PER F.D.O.T. WORKING DAYS PRIOR TO EXCAVATING, IF APPLICABLE. THE ONLY SAFE AND RELIABLE WAY TO LOCATE EITHER MAIN OR SERVICE LINES IS BY ONSITE INSPECTION BY GAS COMPANY PERSONNEL., THEREFORE EXCAVATORS 19. MATERIALS AND CONSTRUCTION METHODS FOR PAVEMENT CONSTRUCTION ARE DIRECTED TO TELEPHONE THE GAS COMPANY TWO (2) DAYS BEFORE SHALL BE IN ACCORDANCE WITH. COUNTY OR CITY STANDARDS ENTERING A NEW CONSTRUCTION AREA. AND THE F.D.O.T. STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, 1991, OR LATEST REVISION THEREOF AND SUPPLEMENTAL 5. THE BOUNDARY, TOPOGRAPHIC SURVEY, AND EXISTING CONDITIONS SPECIFICATIONS THERETO; AND IN ACCORDANCE WITH COUNTY OR CITY INFORMATION HAS BEEN PROVIDED TO THE OWNER BY GRUSENMEYER - SCOTT STANDARDS AND SPECIFICATIONS. & ASSOC., INC. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR THE ACCURACY OF THE SURVEY INFORMATION PROVIDED. 20, THE CONTRACTOR SHALL SOD BANKS AND OTHER AREAS AS DESIGNATED 6. GEOTECHNICAL INFORMATION, INCLUDING WATER TABLE ELEVATIONS ON THE CONSTRUCTION PLAN. AND SITE PREPARATION RECOMMENDATIONS, HAVE BEEN FURNISHED TO 21. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING THE THE OWNER AND ENGINEER BY NODARSE & ASSOCIATES, INC. VARIOUS GRADING, DRAINAGE AND PAVING WORK TO ACCOMPLISH THE THE CONTRACTOR IS DIRECTED TO OBTAIN A COPY OF THE REPORT PROPER FUNCTIONING OF THE SITE IMPROVEMENTS TO PREVENT WATER AND COMPLY WITH ALL RECOMMENDATIONS THEREIN. FROM PONDING OR STANDING ON SIDEWALK OR PAVEMENT AREAS. SOD SHALL BE INSTALLED 0.2' BELOW THE EDGE OF ADJACENT PAVEMENT OR 7. THE CONTRACTOR IS DIRECTED TO OBTAIN A COPY OF ALL PERMITS SIDEWALK. INCLUDING PERMITS ISSUED BY THE WATER MANAGEMENT DISTRICT, THE CITY AND FDEP, IF APPLICABLE. THE CONTRACTOR SHALL ABIDE BY ALL 22. SHOP DRAWINGS AND CERTIFICATIONS FOR ALL STORM DRAINAGE PERMIT CONDITIONS. MATERIALS AND STRUCTURES ARE TO BE SUBMITTED AND APPROVED BY THE OWNERS REPRESENTATIVE OR ENGINEER PRIOR TO ORDERING THE B. THE CONTRACTOR SHALL RECOGNIZE AND ABIDE BY ALL OSHA MATERIAL REQUIRED FOR CONSTRUCTION. EXCAVATION SAFETY STANDARDS, INCLUDING THE FLORIDA TRENCH 23. ALL STORM WATER PIPES 24 INCHES OR MORE IN DIAMETER WHICH SAFETY ACT (90-96, LAWS OF FLORIDA). ANY MATERIAL, CONSTRUCTION DISCHARGE INTO DRY RETENTION BASIN AREAS SHALL BE CHILD PROOFED METHODS, OR MATERIAL COST TO COMPLY WITH THESE LAWS SHALL BE WITH GRATES AS DESIGNATED IN F.D.O.T. INDEX 273. MAXIMUM OPENING INCIDENTAL TO THE CONTRACT.. BETWEEN BARS SHALL BE 4". OUTFALLS TO DRY RETENTION BASINS SHALL BE EQUIPPED WITH ENERGY DISSIPATORS OR SPLASH PADS AS 9. NO VIBRATORY ROLLERS OR OTHER SIMILAR EQUIPMENT THAT COULD SHOWN ON THE DETAIL SHEETS. DAMAGE ADJACENT BUILDINGS OR RESIDENCES SHALL BE USED ON THIS PROJECT. THE CONTRACTOR SHALL REFER TO THE GEOTECHNICAL 24. REPAIR AND REPLACEMENT OF ALL PRIVATE AND PUBLIC PROPERTY REPORT FOR INSTRUCTIONS AND SHALL CONFER WITH THE GEOTECHNICAL ENGINEER, AND OWNER TO DETERMINE WHAT METHODS AFFECTED BY THIS WORK SHALL BE RESTORED TO A CONDITION EQUAL TO OF COMPACTION ARE SATISFACTORY. IF REPORTS OF DAMAGE TO OR BETTER THAN EXISTED BEFORE COMMENCING CONSTRUCTION. ADJACENT PROPERTIES ARE RECEIVED, THE CONTRACTOR SHALL STOP WORK IMMEDIATELY UNTIL THE OWNER INVESTIGATE THE CLAIM AND 25. SIDEWALKS ARE TO BE CONSTRUCTED IN THE AREAS SHOWN ON THE PROVIDE INSTRUCTIONS. CONSTRUCTION PLANS. THE SIDEWALK SHALL BE CONSTRUCTED OF 4" THICK CONCRETE WITH A 28-DAY COMPRESSION STRENGTH OF 3000 PSI. 10. CLEAN SAND SUITABLE FOR FILL SHALL BE USED AS DIRECTED BY JOINTS SHALL BE EITHER TOOLED OR SAW CUT AT EVERY 10' INTERVAL. THE GEOTECHNICAL REPORT. CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVAL OF ALL UNSUITABLE 26. CURBING SHALL BE CONSTRUCTED WHERE NOTED ON THE CONSTRUCTION FILL MATERIALS FROM THE SITE. PLANS. CONCRETE FOR CURBS SHALL BE A FLA. DEPARTMENT OF TRANSPORTATION CLASS "'I" CONCRETE WITH A 28-DAY COMPRESSION 11. PRIOR TO SUBMITTING A BID, THE CONTRACTOR SHALL VISIT AND INSPECT STRENGTH OF 3000 PSI. ALL CURBS SHALL HAVE SAW CUT CONTRACTION THE SITE TO FAMILIARIZE HIMSELF WITH EXISTING CONDITIONS WHICH JOINTS AND SHALL BE CONSTRUCTED AT INTERVALS NOT TO EXCEED 5' - 0" MAY AFFECT HIS BID. ON CENTER. CONSTRUCTION OF CURBS SHALL BE IN CONFORMANCE WITH F.D.O.T. STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE 12. THE CONTRACTOR SHALL BASE HIS BID ON HIS OWN ESTIMATE OF CONSTRUCTION (1991) SECTION 520 AND DETAILS PROVIDED ON THE QUANTITIES, INCLUDING PIPE LENGTHS, PAVEMENT QUANTITIES, AND CONSTRUCTION PLANS. EXCAVATION AND BACKFILL QUANTITIES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY IMPORT BORROW FILL NEEDED, AND FOR REMOVAL 27. CONTRACTOR TO SAW -CUT AREAS WHERE PAVEMENT OR CURBING OR AND DISPOSAL OF EXCESS OR UNSUITABLE MATERIALS. CONCRETE, ETC. IS TO BE REMOVED. 13. THE LIMITS OF DISTURBANCE HAVE BEEN PROVIDED TO THE CONTRACTOR 28. AT LEAST TWO WEEKS PRIOR TO FINAL COMPLETION, THE CONTRACTOR ON THE CONSTRUCTION PLANS. UNLESS OTHERWISE DIRECTED BY THE SHALL FURNISH THE ENGINEER COPIES OF AS -BUILT PLANS OF THE OWNER OR ENGINEER, THE CONTRACTOR IS EXPECTED TO CONTAIN ALL ENTIRE SITE DELINEATING ALL CHANGES, IF ANY, TO THESE CONSTRUCTION PLANS. CONSTRUCTION ACTIVITIES WITHIN THESE LIMITS. AT NO TIME SHALL THE THE AS -BUILT PLANS COULD BE PROVIDED AS "RED -LINED" SET WITH CONTRACTOR DISTURB WETLAND AREAS , IF ANY,OUTSIDE THE SILT FENCE. A STATEMENT OF VERIFICATION OR BY A REGISTERED SURVEYOR. THE CONTRACTOR SHALL NOT DISTURB SURROUNDING PROPERTIES OR TRAVEL ON SURROUNDING PROPERTIES WITHOUT WRITTEN CONSENT FROM THE PROPERTY OWNER. ANY REPAIR OR RECONSTRUCTION OF WETLAND OR OTHER DAMAGED AREAS IN SURROUNDING PROPERTIES SHALL BE REPAIRED BY THE CONTRACTOR IMMEDIATELY. ALL COSTS FOR REPAIRS SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR AND NO EXTRA COMPENSATION SHALL BE PROVIDED. 14. ALL TREES, BRUSH AND ORGANIC MATERIAL CLEARED FROM THIS SITE SHALL BE DISPOSED OF OFFSITE. DATE REVTSTONS 62-555.314 Location of Public Water System Mains. For the purpose of this section, the phrase "water mains" shall mean mains, including treatment plant process piping, conveying either raw, partially trpeated, or finished drinking water; fire hydrant leads; and service lines that are under the control of a public water system and that have on inside diameter of three inches or great er. (1) Horizontal Separation Between Underground Water Mains and Sanitary or Storm Sewers, Wastewater or Stormwater Force Mains, Reclaimed Water Pipelines, and On -Site Sewage Treatment and Disposal Systems. 1 (a)New or relocated, underground water mains shall be laid to provide a horizontal distance of at least three feet between the outside of the water main and the outside of any existing or proposed storm sewer, stormwater force ma n, or pipeline conveying reclaimed water regulated under Part III of Chapter 62-610, F.A.0 (b) New or relocated, underground water mains shall be (aid to provide a horizontal distance of at least three feet, and preferably ten feet; betweent the outside of the water main and the outside of any existing or proposed vacuum type sanitary sewer. (c) New or relocated, underground water mains shall be lai� to provide a horizontal distance of at least six feet, and preferably ten feet, between ;,the outside of the water main and the outside of any existing or proposed gravity- or pressure -type sanitary sewer, wastewater force main, or pipeline conveying reclaimed water not regulated under Part III of Chapter 62-610, ENC. The minimum horizontal separation distance between water mains and gravity -type sanitary sewers shall be reduced Ito three feet where the bottom of the water main is laid at least six inches above the top of the sewer. (d) New or relocated, underground water mains shall be laid' to provide a horizontal distance of at least ten feet between the outside of the water main and all parts of any existing or proposed "on -site sewage treatment and disposal system" as defined in Section 381.0065(2), ES., and Rule 64E-6.002, F.A.C. (2) Vertical Separation Between Underground Water M9ins and Sanitary or Storm Sewers, Wastewater or Stormwater Force Mains, and Reclaimed Water Pipelines. (a) New or relocated, underground water mains crossing any existing or proposed gravity- or vacuum -type sanitary sewer or storm sewer shall b!e laid so the outside of the water main is at least six inches, and preferably 12 inches, above or at least 12 inches below the outside of the other pipeline. However it is preferable to lay the water main above the other pipeline. (b) New or relocated, underground water mains crossing any existing or proposed pressure -type sanitary sewer, wastewater or stormwater force main, or pipeline conveying reclaimed water shall be laid so the outside of the water main is jat _ least 12 inches above or below the outside of the other pipeline. However, it is preferable to lay the water main above the other pipeline. (c) At the utility crossings described in, paragraphs (a) and (b) above, one full length of water main pipe shall be centered above or below the other pipeline so the water main joints will be as for as possible from the other pipeline. Alternatively, at such crossings, the pipes shall be arranged so that all water main joints are at least three feet from all joints in vacuum -type sanitary sewers, storm sewers, stormwater force mains, or pipelines conveying reclaimed water regulated under Part III of Chapter 62-610, F.A.C., and at least six feet from all joints in gravity- or pressure -type sonitary sewers, wastewater force mains, or pipelines conveying reclaimed water not regulated under Part III of Chapter 62-610, F.A.C. (3) Separation Between .Water Mains and Sanitary or Storm Sewer Manholes. (a) No water main shall pass through, or come into contact with, any part of a sanitary sewer manhole. (b) Effective August 28, 2003, water mains shall not be constructed or altered to pass through, or come into contact with, any part of a storm sewer manhole or inlet structure. Where it is not technically feasible or economically sensible to comply with this requirement (i.e., where there is a conflict in the routing of a water main and a storm sewer and where alternative routing of the water main or the storm sewer is not technically feasible or is not economically sensible), the Department shall allow exceptions to this requirement (i.e., the Department shall allow construction of conflict manholes), but suppliers of water or persons proposing to construct conflict manholes must first obtain a specific permit from the Department in accordance with Part V of this chapter and must provide in the preliminary design report or drawings, specifications, and design data accompanying their permit application the following information: 1. Technical or economic justification for each conflict manhole. 2. A statement identifying the party responsible for maintaining each conflict manhole. 3.Assurance of compliance with the design and construction requirements in sub -subparagraphs a. through d. below. a.Each water main passing through a conflict manhole shall have a flexible, watertight joint on each side of the manhole to accommodate differential settling between the main and the manhole. b. Within each conflict manhole, the water main passing through the manhole shall be Installed in a watertight casing pipe having high impact strength (i.e., having an impact strength at least equal to that of 0.25-inch-thick ductile iron pipe). c. Each conflict manhole shall have an access opening, and shall be sized, to allow for easy cleaning of the manhole. d. Gratings shall be installed at all storm sewer inlets upstream o.," each conflict manhole to prevent large objects from entering the manhole. (4) Separation Between Fire Hydrant Drains and Sanitary or Storm Sewers, Wastewater or Stormwater Force Mains, Reclaimed Water Pipelines, and On -Site Sewage Treatment and Disposal Systems. New or relocated fire hydrants with underground�l drains shall be located so that the drains are at least three feet from any existing or; proposed storm sewer, stormwater force main, or pipeline conveying reclaimed 'water regulated under Part III of Chapter 62-610, F.A.C.; at least three feet, and preferably ten feet, from any existing or proposed vacuum -type sanitary sewer; at least six feet, and preferably ten feet, from any existing or proposed gravity- or pressure -type sanitary sewer, wastewater force main, or pipeline conveying reclaimed water not regulated under Part III of lChopter 62-610, F.A.C.; and at least ten feet from any existing or proposed "on -site 1 sewage treatment and disposal system" as defined in Section 381.0065(2), F.S., and Rule 64E-6.002, F.A.C. (5) Exceptions. Where it is not technically feasible or economi6,ally sensible to comply with the requirements in subsection (1) or (2) above, the Department shall allow exceptions to these requirements if suppliers of water or construction permit applicants provide technical or economic justification for each exception and provide alternative construction features that afford a similar level of reliability and public health protection. Acceptable alternative construction features include the following: (a) Where an underground water main is being laid less than the required minimum horizontal distance from another pipeline and where an underground water main is crossing another pipeline and joints in the water main are being located less than the required minimum distance from joints in the other pipeline: 1. Use of pressure -rated pipe conforming to the American Water Works Association standards incorporated into Rule 62-555.330, F.A.C., for the other pipeline if it is a gravity- or vacuum -type pipeline; 2.Use of welded, fused, or otherwise restrained joints for either the water main or the other pipeline; or 3.Use of watertight casing pipe or concrete encasement at least four inches thick for either the water main or the other pipeline. (b) Where an underground water main is being laid less than three feet horizontally from another pipeline and where an underground water main is crossing another pipeline and is being laid less than the required minimum vertical distance from the other pipeline: 1. Use of pipe, or casing pipe, having high impact strength (i.e., having an impact strength at least equal to that of 0.25-inch-thick ductile iron pipe) or concrete encasement at least four inches thick for the water main; and I 2. Use of pipe, or casing pipe, having high impact strength (Le. , having an impact strength at least equal to that of 0.25-11nch-thick ductile iron pipe) or concrete encasement at least four inches thick for the other pipeline if it is new and is conveying wastewater or reclaimed water. REVISED BY NAME DiT E DUSSGNt D BY SMI, 12/07 0PAV NBY SML 12/07 CHECKED BY hJT 12/07 APPROVED BY FJT 12/07 CREC.KED BY CAD D FILF, NAME I 07-003CO3.1 w9 ., A* 47-8" PARAPET NTH 55'-0" PARAPET WALL FOR NON -HABITABLE RCHITECTURAL ELEMENT AT FRONT AND REAR ELEVATIONS AS SHOWN ON THE ARCHITECTURAL ELEVATIONS. WAIVER APPLIED FOR SEE SHEET 6) SETBACKS: FRONT SETBACK 25' SIDE SETBACK 10' REAR SETBACK 20' FLOOR AREA RATIO (F.A.R.) 0.289 BUILDING COVERAGE 26,290 S.F. PERCENTAGE OF BUILDING COVERAGE 9.65% IMPERVIOUS AREA (PAVEMENT) 184,538 S.F. PERCENTAGE OF IMPERVIOUS AREA 67.71 % PERVIOUS AREA (GREEN SPACE) 87,987 S.F. PERCENTAGE OF PERVIOUS AREA 32.29% OFFICE - ONE (1) SPACE PER 250 S.F. OF GROSS FLOOR SPACE 59,300 S.F. (75.207.)/250 = 237 SPACES MEDICAL OFFICE - ONE (1) SPACE PER 200 S.F. OF GROSS FLOOR SPACE 19,570 S.F. (24.807.)/200 = 98 SPACES TOTAL REQUIRED = 335 SPACES PARKING PROVIDED: TOTAL PROVIDED = 335 SPACES LOCATING EXISTING UTILITIES SSOCOF CHAPTER 556, FLORIDA STATUTES, REQUIRES EXCAVATORS TO NOTIFY SUNSHINE STATE ONE CALL OF FLORIDA (SSOCOF) BEFORE BEGINNING ANY EXCAVATION IN THE STATE OF FLORIDA UNLESS A SPECIFIC EXEMPTION LISTED IN F.S. 556.108 APPLIES. AN EXCAVATOR MUST NOTIFY SSOCOF TWO FULL BUSINESS DAYS BEFORE EXCAVATING. EXCAVATORS MAY CALL 1-800-432-4770 DURING BUSINESS HOURS OR USE THE INTERNET TO PROVIDE NOTIFICATION INFORMATION. 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. >� TAWILL ENGINEERING, INC. CIVIL ENGINEERING DESIGN CONSULTING • PERMITTING 8606 BAY SHORE COVE ORLANDO, FLORIDA 32836 TELEPHONE (407) 903-9219 FAX (407) 903-9279 UTILITIES TELEPHONE: AT&T - Transmission Attn: Nancy Spence (770) 918-5424 2315 Salem Road, 1st Floor -AID Conyers, GA 30013 AT&T - Distribution Attn: Pam Cote (407) 539-0644 146 Orange Place Maitland, FL 32751 CABLE: Bright House Networks, LLC Attn: Marvin Usry (407) 532-8509 844 Maguire Road Ocoee, FL 34761 ELECTRIC: Progress Energy Attn: Customer Service Center (800) 700-8744 3300 Exchange Place, NP41) Lake Mary, FL 32746 WATER /SEWER: City of Ocoee Utilities Attn: Charles Smith (407) 905-3100 Ext. 4000 1800 A.D. Mims Road Ocoee, FL 34761 GENERAL NOTES: 1. COMPACTION DENSITIES AT UTILITY AND STORM STRUCTURES (INLET/MANHOLES WITHIN ROADWAY TO 3' BACK OF CURB) SHALL BE 98% WITHIN THE PAVEMENT AREAS AND A DENSITY OF 95% FOR STRUCTURES OUTSIDE PAVED AREAS PER AASHTO 180 (MODIFIED) IS REQUIRED. 2. ALL STORMWATER PIPE JOINTS SHALL BE WRAPPED WITH FILTER FABRIC. 3. ALL STORM STRUCTURES SHALL BE PLACED ON A 12" BED OF CRUSHED STONE OR EQUAL AS APPROVED BY THE CITY ENGINEER AND FULLY ENVOLOPED WITH FILTER FABRIC. As -Built Information As -Built drawings will be required with the following information: A) 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). B) Storm Drainage 1. Top elevation of each manhole frame and cover/grate as well as all other structures (headwalls, control structures, etc.). 2. Invert elevation of each line entering and leaving each structure, including underdrain pipes. 3. Inverts of all mitered end sections. 4. Actual grade of pipe between the structures. 5. Invert elevation and two horizontal ties from permanent visible objects to all storm stub -outs. C) Water and Reuse 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. PROJECT NO. SITE DATA AND GENERAL NOTES 07-003 DATE DIPLOMAT TOWER DECEMBER 2007 FARID J. TAWV L, P.E. SCALE FLORI {C. o. 8845 N.T.S. 0 i � S H N }i'I' 3 OF CITY OF OCOEE FLORIDA DATTE T1 C 0 fe c c to N 2 t St c 4 cc 3 1 /0 It, s, s A i If vJb x t If Ilk 'ORTHBROORE BOULEVARD PROPOSED 80-FOOT WIDE RIGHT-OF-WAY DESCRIPTION: at part of Section 30, Township 22 South, Range 28 East, Orange County, Florida, described as follows: ornmencing at the Northeast comer of the Southeast 114 of Section 30, Township 22 South, Range 28 East; thence run S 00'44'12" E along the East line f said Southeast 114 for a distance of 30.00 feet, thence run S 89'18'54" IN parallel with the North line of said Southeast 114 for a distance of 50.00 et; thence run S 00'44'12" E along the West right of way line of Maguire Road for a distance of 800.01 feet; thence run S 89*15'48" W along the North le of Tomyn Boulevard, as described in Official Records Book 5881, Page 2834, of said Public Records for a distance of 540.00 feet to the point of !� irvature of a curve concave Northeasterly having a radius of 700.00 feet, thence run Northwesterly along the arc of said curve and said North line through a mtral angle of 48'00'00" for a distance of 586.43 feet to a point of tangency; thence run N 42'44'12" IN along said North line for a distance of 69.73 feet the POINT OF BEGINNING, thence continue N 42'44'12" IN along said North line for a distance of 130.00 feet to the point of curvature of a curve concave ortherly having a radius of 25.00 feet, thence run Easterlyalong the arc of said curve through a central angle of 90*00'00" for a distance of 39.27 feet to point of tangency, thence run N 47*15'48"' E for a distance of 219.20 feet to the point of curvature of a curve concave Northwesterly having a radius of 60.00 feet, thence run Northeasterly along the arc of said curve through a central angle of 42"5654" for a distance of 217.58 feet to a point of tangency, hence run N 00*41'06" W for a distance of 112.98 feet to the South line of the Northeast 114 of said Section 30, thence run N 89'18'54" E along said uth line of the Northeast 114 of Section 30 for a distance of 80.00 feet, thence run S 00*41'06" E for a distance of 112.98 feet to the point of irvature of a curve concave Northwesterly having a radius of 340.00 feet, thence run Southwesterly along the arc of said curve through a central angle of 7*56'54" for a distance of 284.53 feet to a point of tangency, thence run S 47*15'48" W for a distance of 219.20 feet to the point of curvature of a curve ncave Easterly having a radius of 25.00 feet, thence run Southeasterly along the arc of said curve through a central angle of 90*00'00" for a distance of 3.27 feet to the POINT OF BEGINNING. Containing 1.123 acres more or less and being subject to any rights -of -way, restrictions and easements of record. VACANT A-1 (ORANGE COUNTY) OWNER: SEIDLE WILLIAM D. ET. AL. 12' EXISTING DRIVE LANE OVERLAP PAVEMENT 1" J 12' CONSTRUCT LEFT TURN LANE MATCH EXIST. EDGE EXIST. MEDIAN GRADE OF PAVEMENT Ppr)pnqpn KAPMAKI (-%PAnP ....... ............. ....... LMINIMUM 1-1/2" THICK TYPE S-1 ASPHALTIC CONCRETE I € SECTION A -A LEFT TURN LANE 8" LIMEROCK BASE COURSE (LBR100) COMPACTED TO 98% MAX. DENSITY OF N.T.S. AASTO T-180 METHOD "D", ASPHALT wi ' D-475654" PRIME COAT APPLIED AT 0.15 GAL./S.F. R=340. 00' 12" STABILIZED SU13GRADE TO 75 PSI FBV COMPACTED L-284.53 TO 98% OF AASHTO T-180 METHOD 100'1 C=276,30' 5"S 00� 41 b" CB- S 23'17'21" W 11 2.9� NORTHBROOKE IS A PROPOSED BOULEVARD TRACT FORRIGHT-OF-WAY AN ENTRANCE ROADWAY TO TO PP n9'n1r`ATC-r) TO THE 0 20 40 80 SCALE: 1 40' W Cn <x - 22-Ze-OIC '03S j0 t/1 YN .3H.I. JO -PI/I ce �- (n -------- '3 3141 -40 S380V e� IS3/yi 3H.1 jO 3N/7 J-SVJ i2z PUBLIC IN A SEPARATE SKETCH OF a: DESCRIPTION. 3, 0 5 -010 60 *099 5 f70,6 T.00 N U 00 .0 0 VACANTC-3 (CITY OF OCOEE) OWNER: HELLER BROS GROVES -n 1/12 01 7 (P. x M7 (7) 0 D=90*00'00" 01 '54" R-25.00' D=47*56'54' L 9. 7' R:::- 2 6 0. 0 0' n 0, 5 W5 U5 L-.=:: Z- 1 0 Zlz 10) Ix - no IV - ly CB=S 02*15'48" W, 0J TRACT C (20- X 4' GN EASEMENT) 9�0 C::=: 211. 29 ' O '� t < ` Y . i i..• _ H co 01 C 3*17 21 E A%- F.F. EL. 129.50 xe F N Q-1 -17--T - J (66 ) 77 -z x ;4 Iz- 0\ x co 0:i 01 -0 9) 8 EXISTING RETENTION POND (8) to t-4 '0" N (CITY OF OCOEE) x OWNER: HELLER BROS GROVES D=90000'00" R=25,00' '7K! +-I L=39.27' -."% -': C-35�36' to 1.1 , I ; 1 3, * 10 �i M 4 1 �i-- f '0 W 0Ir '7n- aN IY 3a i jI- 0) T.J ..........------ .............. . .9 J-Z�61.00 N x it7,,7 t� LZ "40 �0 - � 0 0- , - q, 0 -3 VACAN!'C-3 110_ v 61. .J lz -I.. (CITY OF OCOEE) OWNER: BOYD DEMPSEY CURVE TABLE .... . ........ ............... ....... .. ............... ... . ......... LENG:114' TA, GENT CHORD .......... .................. .................. ............. .......... ........................................................... .............. ..................... ............. uJ 4495.60 398,813' '1199.54 39-8.70' N 82*02'38" W 05-104'54,171 TRACT TABLE TRACT TRACT DESCRIPTION OWNERSHIP MAINTENANCE �ESPONSIBILITY AREA A PROPOSED NORTHBROOKE BOULEVARD CITY OF OCOEE CITY OF OCOEE 1.123 AC. B PROPOSED RETENTION POND DIPLOMAT DEVELOPEMNT GROUP, LLC IDIPLOMAT DEVELOPMENT GROUP, LLC 1.766 AC. T EXISTING RETENTION POND HELLER BROTHER'S GROVES I HELLER BROTHER'S GROVES 3.988 AC. C I SIGN EASEMENT I CITY OF OCOEE I DIPLOMAT DEVELOPMENT GROUP, LLC 80 S.F. NAME DATE DESIUNED BY SML TAWILL ENGINEERING, INC. 12/07 DRAWN BY SNM 12/07 CIVIL ENGINEERING DESIGN - CONSULTING - PERMITTING CHECKED BY FJT 12/07 APPROVED BY FJT 12/07 8606 BAY SHORE COVE - ORLANDO, FLORIDA 32836 DATH RFVTSTO'NS REWSED HY CHECKED BY CADD FiLE NAME 0 . 7-003CO4.dwg TELEPHONE (407) 903-9219 • FAX (407) 903-9279 CITY OF OVERALL SITE PLAN DIPLOMAT TOWER 115 5 a4 ARROW PER No. 17346 1OPLASTIC PROJECT NO. 07-003 J/ JDATE DECEMBER 2007. ARID J. TAWILL, P.E. SCALE FLORIDA L. Nc7. 38845 111 = 40' DRIDA. t WE I S1 TFRT 4 OF 17, VACANT A-1 (ORANGE COUNTY) OWNER: SEIDLE WILLIAM D. ET. AL. 0 15 30 60 SCALE: 1 " = 30' KEYED NOTES Q CONCRETE SIDEWALK, SEE DETAIL ON SHEET 11 CONSTRUCT PUBLIC SIDEWALK RAMPS PER FDOT INDEX No. 304 w N Q ; r Q3 DOUBLE DUMPSTER PAD, SEE DETAIL ON SHEET 11 RE.....EE -Of '03� 30 t/I `3 `N .::MHz. 90 P/t -- � � ? I•' � 7 .11141 0 53a0V E f. ,I.�,. /0 3141 3O 3N11 .x.SV� F— Z c� o � N I ;I Z " " 0 o I ¢ s� a O 4Q 6 X 16 CONCRETE CURB (TYPICAL), SEE DETAIL ON SHEET 11 {',N1t �s "� to W 5Q MONOLITHIC CONCRETE SIDEWALK AND CURB P ' $ T70, r of of 4 b' t 10 _ �...... � Z Ld CONSTRUCT 12" RIBBON CURB _. 10' I 81 i II 4 ;. O bp--• �'cs. iy _ : ` I' ' '� U W 7Q INSTALL TRASH CAN (p + w 5 w N 2 9 in �10 �'�o, 1 4 ;r, �'�� �''/0, (� .� _0 INSTALL BENCH > x' `-1 r � T ' pa f ' Q.i a< •: C .. ,° �k Q9 Y. INSTALL 81KE RACK ..v .,a 1 224 50' + o + ©+ o + I�h 7 'ps. �`� (� �S> �h 10 CONCRETE PAVEMENT STAMPED WITH BRICK PATTERN 5 p. . ............. ..o ro u 1 I I+ ll II l4 , 0 �_ 4 `n —,n s' 10.50' :e:' �'� '--' ............. ...... 4 1' a:ro 4 i - - i +� M + l I I �k SEE SIZE FURNiSH1NG PLAN (ATTACHED) f �t� f a: 0 (7� C7) r , 2_ I 18 I_ 1 ,. y p pp pp 10' s., ...... 8' 2 ..............., _ 00 (! U u ............. 5 : < � 2 7' I 18 � � 1- - � - 18 � -�•-15 ---� � c r c 1124 0 + 4 • f '� 0 d i _ c � �-- _ ..30' ........... 2 6 ^ _.�1 >i __ �; I UTILITY v p"_ J a 1 5 5 C� 5 IY { Lo 5 10 10 i. f`_...._—...... ...... ....... -to LO .............. 7 y - N•-- `• 4• _ t `.h ..�.___•_ 3 �" � �I ij ' 1 8 4 s....., ' y .... y ' F. F. EL. 129.500 : fill ' I Q r ; A i 0 1 r. j _ 1 o i a ... _...... :w :. ...... _o... U6 ou `.. i -N 6 6 D6 0 0 I LO Li� II II : Il i ..... •. "• � 2 'y�.......... VACATED I CL Z 4 4 ( RS, �,.L�!� I n n RIGHT—OF—WAY pp pp t. T. _..; : . pa + t f + i ......... .. �5 QQ c t CO 2F' 4 18' L 18'.......! 2 Z' I 18' $,..........! - 2 Z' - 20............:. q 10' : a . �. �............. . I....... 5n. ..... e: 5 4�"' II' il�' 4�'—l1 I -� ` 00 ,• .._....— _ ............:..`. _S1L- L11 .... ....... ........tit. Ej $ h 8 ! 8) 8 8 / 8 8 8 � _ .............. ...... x a ......-_ f. ...... ti 0�............... I �.. '� _.. 0... [� 224.bU I fa , +� O +'#' + O + + �,, e' •�..... tl;i.' : ... ... .> • . ., �. u.D- �\ r :�$ < . . :s":� :Ia + ^ + O ' ++ 0 °.. yS' 4 �� N �� N t 10 'n _0 2 10 / __ tat)��8 it 10.50' t *- 10 1 ,24'��� �' i'aT 1 9 )' _ 1k. 10 00 9� \ _ �� g b 9� 10' 7COI V .�,...�,:�`...r,� �'.����22.- Q 7, r �!, f t art rfi� ` - _ LO 0 1 _ ca co. 04 it f CODE — — — — '� — — 4 — — — REQUIREMENTS fn-•--}�? `°°"� "'�.-.` _��",•#—z-�' -�-�' --�' --�I �� f CODE SECTION { 1 — �1 4' { ��<' �t . _a ARTICLE V 5.5.A....projections X ;� .............. .... ,[ r... �F .. X f :.................. \f _ ' `� j TABLE 5-2 MINIMUM not used for human 4 ....._........ .'� ....-....._ is E;: '^ ZONING DESCRIPTIONS occupancy may not 'F 1.00 -41x ! ` ' ( ON PERMITTED USES extend more than 107. __` - - -.a �°• � [� �f_ i� �-� O �.. Q'` • � above permitted j °m x _ ; r N ��w height limits ., . L --- i Li``iJI U V) �_..�°y`� zz TABLE 5-2 C-3 VA C A N C —� %' GENERAL COMMERCIAL 3_11. � `� 3 USE = 45 FT MAX. C3 L. �_ C5 i f �.� � � �'• � TV, HEIGHT (CITY OF OCO )' \ WN : B C YD DE E Y I ARTICLE VI 24 feet wide traffic € \ SECTION 6-14, C, aisle for 18 feet deep T. Y LE I •� � � �` -•, (1), (F), (4) parking spaces �i^ ,P ( ? i.7f14 n`jty tVtil i i..i �f 11✓� F.3 i"'lt ft��t7 £/5 i..ff""i I • x, •' :� • ' v : - e• .a ' .y rY ' m • V 9 . '�. •a. • �, 6r. �. t U li a 1�-'h.'..•... R.•-•}---•• tf i .... P 1 o Q PS P''�'{ FS 4— _ ._ t J f.. ..• _ a a ,� t i'9• .('?< .. --�. ,"it..f.8...1 f ��. 5•"f• w>.lC�,'�, , S.i fV c�'.e''�.. 0.�f..�. ^�.'i:� �P lJ s .�, .d. W a :! cl� Z > {"'S ' • ' 1 S 0° 11 _ t CJ .. .0 NAME DATE - GEOMETRY SITE .. PLAN TAWILL ENGINEERING, INC. DESIGNED BY SML l il07 � CIVIL ENGINEERING DESIGN CONSULiiNG PERMITTING DIPLOMAT TOWER DRAWN BY SML 12/07 CHECKED BY FJT 12/07 nPPRUVL7D BY FJT 12/07 8606 BAY SNORE COVE • ORLANDO FLORIDA 32836 WAIVERS PROPOSED STANDARDS 1. 47'-8" Parapet wall complies with allowable extra 10% per 5.5.A. 2. 55'-0" ht. Top of parapet wall for non —habitable Architectural element at front and rear elevation as shown in Architectural Elevations. 22 feet wide traffic aisle with 18 feet deep parking spaces. t2LV1SL'D BY C11iLC:Kl D ]3X Cnnr� Fn.F TELEPHONE (407) 903-9219 • FAX '(407) 903-9279 -- DATE REVISIONS NOW 107-003C06.dwg CITY OF OCOEE FLORIDA JUSTIFICATIONS The 55-0" ht. Architecturaai Element at the center of the building helps to create a visual break that compliments the symmetry of the building, emphasizing and defining the Importance of the main entrances. This raised wall also helps as a screen wall for the roof top equipment located behind on a non —inhabitable area. Wheel stops will be provided for a reduction of the drive aisle width. PROJECT NO. o-� 07-003 DATE DECEMBER 20017 TAWILL, P.E. SCALE l I C. Al o. 38845 V = 30' SHEET OF N E... s 17 C) CIL! FACE OF CURB OR EDGE OF SIDEWALK ry 4" PAINTED WHITE EO '>STRIPES TYPICAL 0 9 1 a I 0 15 30 60 SCALE: 1" = 30' KEYED NOTES 0 HANDICAP PARKING STRIPING (TYPICAL), SEE DETAIL ON SHEET 11 S 00* 12� HANDICAP SIGN (TYPICAL), SEE DETAIL ON SHEET 11 11 n3 PARKING STALL STRIPING DETAIL, SEE DETAIL ON SHEET 11 STANDARD PARKING STALL STRIPING DETAIL w cn F- 24" HIGH INTENSITY STOP SIGN. N. T. S. 2 Z W F- 0 z 411) vi* unnr WdUlTr TUCOLAn-01 AC-1111f, "1101, VACANTA-1 (ORANGE COUNTY) OWNER: SEIDLE WILLIAM D. ET. AL. C—L 0 STOP BAR LL- < < 6" DOUBLE YELLOW THERMOPLASTIC Ld . ... ... ... ... Z. Lj 6 F- 24" WIDE WHITE THERMOPLASTIC CROSSWALK PER FDOT INDEX No. 17346 ....... .. . 0 WE im V) V) J Z 0-) 00 On En 00 91 LLI 0 C LLJ C-) TYP. LW NOTE: 0O V) ALL 0 SIGNAGE SHALL COMPLY WITH ALL ADOPTED CITY OF V OCOEE SIGNAGE REGULATIONS. Ni nnc__..___r 0 2,p NOTES: 4 7 1. ALL LETTERS ARE 1" SERIES "C", PER MUTCO. 5 C5 4 7 4 4 2. TOP PORTION OF SIGN SHALL HAVE REFLECTORIZED (ENGINEERING GRADE) BLUE BACKGROUND WITH WHITE REFLECTORIZED LEGEND AND BORDER. -,4 0, 1 �a_: 5 3. BOTTOM PORTION OF SIGN SHALL HAVE A REFLECTORIZED (ENGINEERING -C,=t— u a rn=� 0, >0-: GRADE) WHITE BACKGROUND WITH BLACK OPAQUE LEGEND & BORDER. .... .. . ..... F— F 4. ONE (1) SIGN REQUIRED FOR EACH PARKING SPACE. 20' 5. INSTALLATION HEIGHT OF SIGN SHALL COMPLY WITH CHAPTER 11 OF THE FLORIDA BUILDING CODE 2001. (7) (7) (7) 1 C7 iC8) (7) 8) �_ 18, 18' -1 18' 18, 201 18, 18, 18, i-5::a n I----—FTP-25 I I -ai � � I a PARMN8 BY ,M_a: -04 °'=tr 11 °'_ ' 1 C,4 R iv -(4 0, WSABLED 2 12� 1'. 2 U i ii,..:. 4ERMT 18' ( (5) 5) 04 8 P )0 ONLY . . . . . . . . . . . UE It L7) 8 % MT F. F. EL. 129.50 ULM-1-1 uI _ y.. I I III 111 ro 11 I �) cy)................ . . . . . . . . . . D7 4_4 N 4 "j L L ' 4 18'18 8' u isFT-_I _0 T 4 2 6) 6� C6 (6) a: (6) (6) I T I I I I 2 > C-4 0) X 0,� CD 4 — n N18' 1 ' 18' 18 / ---► o / 2 18 2 I I I L L " o En � � C_. 12' MIN 5' 20' Oln* 0, F— F_ °:� � ��E� (( I 18 (8) 9 (8 - 8 08 08 8� 4 4 08 C8) C8 0 18' 18' 18' 2 2 u b 18' 18' c 20' 4 4 4 Qo L5 HANDICAP STRIPING DETAIL ....... .. ....... .. 1as oIn 1 mg 5 N.T.S. C 4 .1. A.11 1:r.0 11 o 10 Ro 1 91 9. Ro 9, 8V) 1 91 v)9 inl V) 00 �-yp. 'OD TYP. 00 TYP. "00 TYP. 00 Ir 0 ........ . ....... 0 < K mm . ...................... . ....... . ............. ----- ................................... . .n ........ i na lain ...................... .......... ........... 011 "1 VIN WI IITF VACANT C-3— CITY n!7" n(-Yn) /—BACK OF SIGN FINE SIGN PERMIT )!)00 l`;l COW. C) ONLY WNSER-3CYI) DE T EY N N N N -1 1 IL HANDICAPPED PARKING N % N N SIGN PER F.D.O.T. 1-:177. .7 7—. 7 .—N INDEX 17355 :A; HANDICAPPED PARKING SIGN CN HANDICAPPED PAVEMENT SYMBOL D_ 0 0 n, _C5 HANDICAPPED PARKING, 0 N 0 N 00 F) 0 0 -7-1 0 0 .A MARKINGS NAME DATE PROJECT NO. SIGNING AND PAVEMENT MARKING PLAN DE SIONED BY SA4L 12/07 TAWILL ENGINEERING, INC. 07-003 IMP DATE DRAWN BY SNM 12/07 CIVIL ENGINEERING DESIGN - CONSULTING - PERMITTING• DIPLOMAT TOWER DECEMBER 200'.1' CHECKED BY FJT 12/07 APPROVED BY FJT 12/07 8606 BAY SHORE COVE - ORLANDO, FLORIDA 32836 DATE RUVISIONS REWISED BY CILUCK]LD BY CATMPTLENATS", 07-003CO7.dwg TELEPHONE (407) 903-9219 FAX (407) 903-9279 CITY OF OCOEE FARID J. TAWILL, P.E. SCALE, FLORIPA IC./Nq 38845 ito = 30' SBEET 7 OF 17 FLORIDA ATE = f F F J t V t\F#�, � I I f '10' MIN. I i N 4 (\ 'x , `#J= F'a y j , ice. SP SOD # _ " # #Ft , r> ;` l I'^, �9 �� I 1.9,. i 0 15 30 60 c� FFt_ #� t t f° f 1 x `�x 5 r'x I.x `'c: - 5 �`� v i �" 9 MIN. `x IrMATCH EXISTS c > ); � ,rF xj SCALE: 1 {` ` t' CN# �\` Imo`\ GRADE �c� I ' f#'' „ = 30' .- � -• F }: 1, 1, f f i � f f S`...• if �t j i� � T € ui•• MATCH EXIST. *2ND 100Y/24H 128.50 F a EL. 128.50 F . 128.50 S a I v GRADE >\ S, I 100Y/24H 125.18 �EL1 , a .- - _ .- - - -> N.W.L. 120.0025Y/24H 124.31, 5: p % EL. 118.00 . 18.00VACANT Af,{J%;' , ,'-�#I DRAINAGE STRUCTURE TABLE � �� � �# ; { # t % # ? :.�. (ORANGE COUNTY) � lSE�TION A -A - �I � (�� # ` t OWNER: SEIDLE WILLIAM D. ET. AL. i �, Y 0 F 7 `' I -- , II �. nI� GRATE OR EL. 95.00 f i - - I I �' - f PER NODARSE REPORT - ` , STIR. STRUCTURE GRATE OR TOP EL. /" TYPICAL POND SECTION �`� �' { I I N0. TYPE TOP EL. AS -BUILT INV. EL. ff i t f # r, I " J t t # N.T.S. �_ ' w ¢ �.I i I �zw=< # �� Z = t= t f- o �s I l I 1 D 127.00 121.20(N)(18 {° < I--- .' F F# f tAl # r ' ; { 1 A f ? l •�- # ��^ W 2 D 127.59 120.70(S)(18l) %f F ! # , 120.70(N)(24 ) ' _127 imam h F Z 01 Ff #;f ifFt� fi ' #J #f tf %' _�,� �, 9.. 3 2 :, # f �` z0 (� 121.35(W)(10 ) 3 P-7 M.H. 127.96 xC�, (n ,,y�`� %< 1 ��a�� ,�ti�° i : U LtJ 120.24(S)(24 ) i F t i ( 1 �e t UX 28.50 TC _•_,N_ �_ - 0 _.. , <_ - e ' �� W 120.24(N)(24 ) { _ _ J 'S � t 3 1 ti J U � t ..9 rt ' ` �i ' " „ < .n ^`'�c 9 , a. 2 �... y, ti rIT � 4 D 126.84 119.93(W)(24") �, CONST. 30 M.E.S. Ek �._ ,, ". 119 9 4") r t # # 1 J r # { F INV. EL. 118.00?- v 3(S)(2 q ( �� y --•►` p4 ��. '1 ?° 1..1 5 D 126.89 119.65(N)(24 ) r 1 , 1 o� '`\ �ti _ �• t � I ' \,, � t B IN 6 P-7 M.H. 127.90121.18(E)(10") # „ ' # J € St ' l `'�' ' _ _ �m �' ` �' a ` Q I ! 118.86 S 24„ pp "� INSTALL C.O. --.�- ! C)( ) INV. EL. 122. 118.86(N)(30 ) ' t ,• t �' ti , I �F tl ' -_. _ ,®. # Q I Q I Q �'". ( (� ! 7 D 127.25 118.50(S)(30") 118.50(N)(30") pr \/j �(�j (7) fin{ f, - e'l �)C7 (7) 8 - (8) •,,w !lh ijs 1 ,f I ,'' ''Sp 1 ' J `,'>> N-1 10 8� ,. n KEYED NOTES t f J 6 d 4�` 9 � I 'g3' 4P '`'• .�� `sx} % . ` 4_ _ # # I ( ( ( T. L.F. OF 1 RCP C� 0.38% j E f 1 CONS 133 8 1 ' Q ; - II I 2❑ CONST. 154 L.F. OF 24" RCP CAD 0.30% j , t #: Jam} % € ' �.1 ' ,�{',,�,°,,,�`,,;,� � � � � ❑3 CONST. 103 L.F. OF 24 RCP C� 1.08% ' # it ' # f'i # .-' ,'' _ __ Q l € INSTALL C.O. Q I ( f i ® CONST. 140 L.F. OF 30" RCP ® 1.38% `° , i ai (' #'`' i J 1 a , 4. C5 p I f INSTALL C.O. I INV. EL. 123.75 `' t '- '� I 5 u I �/ _ ( }' U 10 5CONST. 219 L.F. OF 24'° RCP ®0.36% i INV. EL. 123.75 °� . 8106 ❑ r r t t{ r i i ) # t "r \ ' } • , 6 CONST. 101 L.F. OF 24" RCP 0 0.36% it All N ^ '('1 (, 7❑ CONST. 138 L.F. OF 30 RCP ® 0.36% { d ` r f i # # i .j ' % -`"• ,�+ R !' I ....� l lJ `\j'' - 9 No I l� o `4`,•`•}(` ! f+ � f f f � # { } # t # � � •+.. �,� � "` .. S' ., -a• . ' 'r %t�' }.}- � ~ 1 - 1 J rt J , _ # f # .,a: 1 I _ ' - .. 1 :• ®CONST. 114 L.F. OF 8 PVC ®1.10% f# / fill N ^ O 00 ! ` „ W V ❑9 CONST. 113 L.F. OF 8 PVC ® 1.00% t ap J �p o O to `�` . > r �` ! I 10 CONST. 145 L.F. OF 10 PVC CAP 1.66% r' : i ( 11 CONST. 114 L.F. OF 8 PVC ®1.00% # I� I co (6) \ 6(6) � (6)/ 00 INSTALL C.O. �� (6),� ❑ o�" w INV. EL. 123.75 T .3. pp6 612 O '> : U I - II I 1 ❑ CONST. 113 L.F. OF 8 PVC ® 1.00% { I 1= f F t! I '� I I°� NSTALL C.O. f I I I 1 " ,., .: # ; # } # O /�Q �: �, "//�1, I ( 13 CONST. 145 L.F. OF 10 PVC ®1.77% ! f' i ##J=`F % ( I � NV. EL.123.75 Q Q i I 1 i A ! # f , # # r t '' 1 ( I W c' �? 1� .� g`1• c . , �12d,, r ti f� • `` '' ' I �' °j`j e'' a ,e' ` I I �J r} ,�'� - �6+) •r°,, �' ,�$ 'fl \.,J,, �j,� :..�. ,� - +, t I I `fix �'�' ' __. X I , r I _ 13 11 x`, ry��b� ....�sA.. ��.. �8?s� I I' ,'l x 'Y I d 4':-- - j j \- I f = Jl INSTALL C.O. � v� � � � I � '�` ,., INV. EL.122.61 �' I _ F# t` (8) 8 I 8 I .. i.. 8` tl 8 ( vv I Ill I it I i# Pj£ F f f t j! F 1 f { e t 8 8 1 F j '�V,-,'f�1y t1 -� Stiff, - k� '� i '• (� � af, I � l = i n8 Ljf(, __-___-,��i "`,•' • yI V? { ._..>.....� i. 1 fI 7 f______sr7� �'CY I ,•'•f� 3€ { F f # i r i { # t �f .,>` *.':. _ •v' S �. A cM` If } # - �4' .,,,, , .,..., • ' ' .. _ _ .:'•4.. ;... _:a :'•- j.; a "`•' '''•.•;°� °•� :.a7 ••�; #'C}� x �...; i I (74/ j CONST. 30 M.E.S. JAI ti1' �.. tiro i # { _ :w7 INV. EL. 118.00 7 - - r. >-A.... I ........... N#(t t, i#;1i,;1#,f# #r �� 6 1p 6 10 5 5 J e,C it 0 V it I c> >=101F= 00 =00 127 f r # { `i P . p v . ® d� -.• ¢ tea. f f ` if __ C�,* ~- "') _ a J' ' �,� f "` f { r•y° ( % to � �5 `u . �: � 3• �• I �'"€;;' i j` ,'•'. 'r � �a': , '' C� •a'. x t`l' � ; 3 _0 S {� } (yF l� i -r VA T /'1 tt # i f..-•m``.,P'`•. "°a+,,..!'\-. .e' i B \l�--- v _'�x , �_� �� ( -� � I `1, >.. � ..` j• ` � I L/�� � ' t_ I Jf'A .\4�� 0° �. ~� CITY 0 ®C0 �� t �_ i _ 17 MIN. j' I I _ t' f �. Vlll : 3 C! Y EY 3 , 7 --N `` �' \ �=' MATCH EXIST. I € 0� • . . •. m ......� .. ff 4 . • x : __ 9 :--•- : ,... _•....q:,.;:�. - :.. -.'.: • : - • ° 4 . �..-°-__�'-=----- GRADE a I E 1 _-'` li �L y.+•o.. .:o` r . aGe- p .. ..a . •ys •. _ .Y .• •0!@� a. d a' __4 Q0a .y .ap 4 .: 4 4a'. 4 +a .c0'Q •a. x''.. � I I # �'" J , � .x y •� tt!!+ •''• 9 x•+r•:[� 9' •s �"�'. � .. .. .. Y .. M °� ...-. .. .-. -..- - �\ • . a ... I ✓S �Ij ....-.•. • .<, o • I n ' • .� y _ /�*' F 'r y . I tf.J3 `- i � • LL >-. 0 �, %� SECTION B-B ccj (1) r,r,�• N.T.S. I € y f 0 c�a -- C� c� ,- ' YA INV. EL. AS -BUILT NAME ,.DATE PAVING V GRADING 3D11 \ � AND D DRAINAGE �I AV E PLAN PROJECT NO. DESIGNED BY SML 12/07 ® TAWILL ENGINEERING, INC. �..,�'-� � 07-003 CIVIL ENGINEERING DESIGN • CONSULTING • PERMITTING �- DRAWN BY SML. 12/07 � c✓ DATE I Am DIPLOMAT TOWER _ _ DECEMBER 200,' CHECKED BY FTI' 12/07 APPROVED BY FJT 12/07 8606 BAY SHORE COVE • ORLANDO, FLORIDA 32836 DATE RUVISIONS RUV TELEPHONE (407) 903-9219 FAX (407) 903-9279 1`N'L'D BY C:111:CK1:D ]3Y CnT)T) FTT.F, NnMF. I U7-OU3C:U8,dwg 'FARID J. TAWILL, P.E. sCALL FLORIDA IC, o. 38845 1" = 30' m6 OCOEE FLORIDA' I OATEN SHEET 8 OF 1 7 # r t j ! { 0 F � { `� f r � J I� r' 7J •j�71ts• F i 1j r f g fp r j{ t f p i f. f f i•.,., t � { 'i � J f r 1 f 7 ff f { r r rJ iof r j i 3 j i j 0r { f 4 r i f j �f It # t i Qt { i r ( /If { f i { { , {{ av- of! r { r t;f/ff i i f f 1 z N{ r jf i N 1 if i # N V O co00 U I J �tr{Illit{{I '{ "i '_' �Qco NLu ao f /y t f{ # # r ( r U nc\j�-: { f { atz # # j { # i F 3 f # � { 1 f rr ( # 3 0 T .................... j, Z f i r , 3 f 3 , J { { F �{# #if p 1 I � jtar fr I r� I I t I 27 I FA-1 i I I 0 15 30 60 SCALE: 1 " = 30' VACANT A—] I 14 (ORANGE COUNTY) 00* INSTALL 8" PLUG 28 OWNER: SEIDLE WILLIAN, D. ET. AL. INV. EL. 122.30 17 \' 1 I I "K I of Zcn m,, '27 O o I # A I LL oa�ooF- Q t i I � W 4� z W SANITARY MANHOLE TABLE 128 127 J ( Q F1 # e U\ — — — cn N 3 g cn � , : ...,.. .. ':: aN O i � m C:3 o� 10 7 W s _cn N _ _ U W STIR. TOP EL. TOP EL. o g; v ¢ 9 g 12 11 :' ' N0. AS -BUILT .. ° ' A 128.38 20 `U ro.. 8 :, 1 I t, : B 4 5 Q ro I Q 3 Q Q 2 I Q Q Q Q Q Q 4 2 I ,� (; -INV. EL. 124.50 ' (8)7) �17 \'C7 C13 Q Q Q E Q• Q Q Q Q..r Q Q Q � �#r #� o-'i .............. ( Q a: � I 'iP�y Q Q Q Q 1 II (5) Q FQ 5 5) Q Q 5 I •� 5 10 Q Q 10 : J C.� D I D Q Q s • `•• .� Q ;� f ............................ • >• ' F. F. EL. 129.50 1 I F- - - :ey: Jp(6) Q�6� 4 06Z I Q Q f I! Il ft of Q �Q Q Q I `�'`'Q to o I ! '� 3 : A Z .i I_o _ Q Q Q Q Q I ,.'p Q 026 I I I 1 a� Q Q Q Q �4••. Q a m Q Q Q I Q� I Q .p:. 3 ) .. ` •�') Q Q Q I I I ' �� I I Q Q Q � Q Q� o: • ° .•p.:� Q Q Q Q Q � I f Q II Q Q I F `� Q �D(,8)8 8 8 I I 8 8� I 8 8�9 Q gQ Q Q ' I � Q � Q Q � .• .P..� ,� I i I = - I x.. . I 11 v ' C C ro f .. ^m _ ...._ po : e P ...:..... _ ' I '• , I ! . 1 10 •3 - 6 # 7 6�vm a no. 5 8 Q # I cn I rn 4 _ cnl W I 4 E, s. 127 1 F......._......... ..-........................... _._............ _.......... ................... ............. 13 Ll •tt • 0 . ( I # VACANT C— I (CITY OF OCO�) i I WN RR: 30YD DE '� : EY • . ti 'y M • Y . ' roG x .ro k . .. •' P •. ' , o .. - . Y :T .,5{ '' P.O � .. t . •. __• 9 ax 4 c o B y R • - • P .: x ro— `" . ;q , P I # . �P .• � I I I c Li-- 0 o I,-- 6 cf)I I it r �� .,...,_. ,. t NAME? DATE ��■,��, UTILITY' PLAN DESIGNED BY SAIL. 12/07 � TAWILL ENGINEERING, INC. CIVIL ENGINEERING DESIGN CONSULTING PERMITTING DRDIPLOMAT TOWER DRAWN BY SAE, CHECKED BY FJT 12/07 APPROVED 13Y FJT 12/07 8606 BAY SHORE COVE • ORLANDO, FLORIDA 32836 DATE REVISIONS REVISED BY C1ILCKLD BY Cnnn FTf.RNnMF 107_403C Vy,ag TELEPHONE (407) 903-9219 • FAX (407) 903-9279 .. . dCITY OF OCOEE INV. EL. 124.20(W)(8") 124.1 O(S)(8") 122.75(NW)(6") 122.26(NE)(8") 122.26(N)(8") 122.16(S)(10") INV. EL. AS -BUILT 10 12 13 15 16 20 2:2 26 KEYED NOTES 10 CONST. 40 L.F. OF 8" PVC SAN. ® 1.00% Q CONST. 257 L.F. OF 8" PVC SAN. 0 0.72% 30 INSTALL 8 DIP WATER MAIN ANSI/AWWA A21.51 /C151 ® INSTALL 8" GATE VALVE Q5 INSTALL 4" DETECTOR CHECK VALVE ASSEMBLY © INSTALL 2" REDUCED PRESSURE BACKFLOW PREVENTER 70 INSTALL 2" WATER METER ® INSTALL 2" WATER SERVICE C-901 POLYTUBING ❑9 INSTALL 4" PVC WATER MAIN C900/DR21 INSTALL FIRE HYDRANT ASSEMBLY 11 INSTALL FIRE DEPARTMENT CONNECTION INSTALL 4 CHECK VALVE INSTALL BLOWOFF VALVE ® INSTALL 8" PLUG INSTALL 6" PVC RECLAIMED WATER MAIN C900/DR21 INSTALL 6 GATE VALVE 77 INSTALL 6" PLUG ® INSTALL 2" X 6" REDUCER Q9 INSTALL 2" PVC RECLAIMED WATER MAIN INSTALL 2" RECLAIMED WATER METER 21 INSTALL 12" DIP WATER MAIN ANSI/AWWA A21.51 /C151 INSTALL 6" PVC F.M. C900/DR25 ©3 INSTALL 6" GATE VALVE ® INSTALL 6" PVC RECLAIMED WATER MAIN C900/DR21 ©5 INSTALL 6" PLUG CONST. 84 L.F. OF 8" PVC SAN. ® 0.40% ©7 INSTALL 12" X 8" REDUCER ® INSTALL 12" GATE VALVE PROJECT NO. 07-003 j. DATE DECEMBER 2007 FARID J. TrAWILL, P.E. sCALE FLORIDA IC. No. 38845 1" = 30' 6 IWO FLORIDA i OAT9 SHEET 9 OF 17 d LEGEND REMOVE EXISTING PAVEMENT AND CURB COLORED CONCRETE PAVEMENT STAMPED WITH BRICK PATTERN u� �W EXIST. 6" PVC RECLAIMED W.M. } �,S r f EXIST. 10" PVC SAN.-" cQ3•;7 SAW -CUT AND MATCH�`?�' y , r EXIST. PAVEMENT 6, 6ti {Z� y#tdo fir?~ i31tJ fr 7a �,' Y» r € t %' !1 1 J # t KEYED NOTES ;€, ;! ! ti€' € ! ! Q1 36" HIGH INTENSITY STOP SIGN ff€„er 111 f€1 itr! �!(�{�,: EXIST.11142 P�%C W.M. p hl?r, / 2Q 24" WHITE STOP BAR (THERMOPLASTIC) 3 CONST. 12" RIBBON CURB ;' / 1 r111 f PLUG` 6" WHITE (THERMOPLASTIC) ;1€;'� ,'; INV. INSTALL 8n EL. 120.49 Q5 CONSTRUCT PUBLIC SIDEWALK RAMPS PER FDOT iINDEX No. 304 11 r f €` t OX E,XIST�11§AN. /MH. INSTALL 60 L.F. OF Q6 6" WHITE THERMOPLASTIC (10' X 30' SKIP) {11! ' TOP EL. 12 '90 t 8" PVC SAN. 0 0.40% ! f 1` fN V. EL. 140.19 ` .19 f' 1 ADJUST TQ TO EL. 126.62 Q 6" YELLOW THERMOPLASTIC € r 'CORE BORE 2 LOCATIONS INV. EL. 120.25(NE)(10") Q8 18" YELLOW THERMOPLASTIC 10' ON CENTER INV. EL. 120.25(SE)(8") 135 132 129 126 123 Im 117 114 O9 STA. 11 +79.24, 29.25' RT. CONST. TYPE P-6 INLET E/P EL. 125.42 INV. EL. 117.78(W)(24") I U M'ANHULL AUJUS I TOP TO EL. 1 �5.83 EXIST. INVy EL 115.23t CONNECT 'l�R�'f1�OSED 42" RCP \ INV. EL. 115.23f -CONST. 59 L.F. OF-CONST. 70 LLF. OF 24" RCP ® 0.29% 42" RCP 0 6.045% ............................-.....................................................................................................................................................................................................................................................................................................................................................LOW....p........................_......25i................................................................................................................................................................................. ............................................................................................................................................................................................. OI'VT ELEV 125�.98 LOW PMIT STA = ' 1+79.24 R/W PM =LEV = 125.85 1 1 A.D. = 1.209. Zcar O ............... .......... ............................. .......... ...... .................................. ......................................... .................................. _........................................................................................................... ......................................................................................................................................_............................................................................................................................ . .................................................................................................................................................................................................... ..... M O 100' VC I a� CL ' J r 0 8 t° 8 z N N N to r + co N •_ p.-.-•• W � I N N = a) U) C� - U V (ri L;j 2 NW m W W PRCPOSED I EXIST. 10" PVC SAN. 11" PVC SAN. awe _ INSIALL Zt3/ y.F: -t7F�' II � I I 2'-" RCP _ II INSTALL 6" PLUG INSTALL 6" PVC F.M. C900/DR25 INSTALL N\ 1-6" TEE 126,o 8" PVC SAN.- @ 0.40% INSTALL 8" PLUG INV. EL. 121.41. .............................................................................. \`"J j 114Ulo I .4-. e , NORTHBROOKE BOULEVARD P.W1...._STA ..........1.4+0p.............................................. PVI ELEV = 126.80 K = ' 18.65 100' VC � Lo -N — SF F kPP FF A O� 0 15 30 60 SCALE: 1 " = 30' INSTALL 40 L.F. OF 8" PVC SAN. 0 0.40% >)' \` INSTALL 8" PLUG INV. EL. 122.30 /"—INSTALL 6" PLUG 1 v / a INSTALL 6" PVC RECLAIMED W.M. \ C900/DR21 INSTALL *f . 1-12" TEE 2-8" X 12" REDUCER 1-12" GATE VALVE 2-8" GATE VALVE 1-8" PLUG STA. 16+09.67, 0.58' LT. O CONST. SAN. M.H. TOP EL. 129.10 INV. EL. 122.75(NW)(6") INV. EL. 122.26(NE)(8") INV. EL. 122.26(N)(8") INV. EL. 122.16(S)(10") STA. 14+50.00, 10.0' LT. @ CONST. SAN. M.H. TOP EL. 127.58 INV. EL. 121.69(N)(10") INV. EL. 121.59(SW)(10") ..................................................................................................................................................................................................................................... ....................................... N O a ...................................................................................'1- N CD ........................................................................................................................................................................................... . II w Q J 4d4 M N -- -- In W 0. En w W W > > -150% m E- w EXIS-ING CAGRADE 1,240 I N w w .................................................................................................................................................................. U) �I I 135 132 129 126 ...........6...........VC....F.,M,,..................................................................................................................................................................................................................................... — I rr 123 _ _ INSTALL 157 L.F. 0 10" PVC 3AN. ® 0. ' 0% INSTALL 122 L.F.1 OF 10"' P iG SAN. 01 U.3i � I �— � i I 8" PVC SAN.-, L8" IPVC SAN I 8" PVC SAN. 120 117 r4 RCP `� J 114 O00 O0 Mr OLo cflM co� coo t�� tnp co� ON OM .-� Lo d Lo r� 00 mod- cow c0n MO OM O� N� O I� N N N co N O N co N� N Lo N O N V) N O N L N O N N N Lo N N trio N coO N O N N co N O N co N N to N O N to co co co co co N O O O n N N N N N N co N co co co co .- .- .- .- .- .- .- .- .- •- .- .- N N N N N N N N N N N N N N N 10+00 10+50 11 +00 11 +50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16-t 0 15 30 60 NAML DATE ENGINEERING, INC. ROADWAY PLAN AND PROFILE E ROJECT NO.WILL 07-003 VDATE DES1CiNLD BY SMI. 12/U7 SCALE: 1" = 30' HORIZONTAL DRAWN BY sMr. i2/o7 CIVIL ENGINEERING DESIGN • CONSULTING • PERMITTING ® DIPLOMAT TOWER DECEIVIBER 2007 0 1 5 6 CHECKED BY FYr 12/07 FARID J. •TAWILL, P.E. scALE " SCALE:VERTICAL PROVED BY r•JT € 2/07 8606 BAY SHORE COVE • ORLANDO, FLORIDA 32836 FLORI A IC, o. 38845 1" = 30' DATE REVISIONS RLVISED BY CIMCKED BY DD PTUr. NANM CA 07-003C l U.dwg TELEPHONE (407) 903-9219 FAX (407) 903-9279 CITY OF OCOEE 10 17 FLORTDA 4ATE' SHEET OF 22' 6' STEEL BOLLARD Sod- Beveled Or Round Corners i� G Slope ` SSOp i 5.5' 5.5' 5.5' 5.5' 5.5' „ 6 CONC. SLAB .�. No I q REINFORCED W/ 1 .1 ener°i NofeS s See "Or i2"O s 4_2 C 6x666WWF 3 5 Deepen Around Oufsi�le / Edge Of Pipe For 52 S/ol�� '' '�:.,;, 4.•7 °r B • b • • p• Concrete Connector 4-6' STEEL o R lr Pipe o C BOLLARD I p c� Ditch Grade--,, 2' 1 Not Less Than 114 Bar io i 1 � 16 S' Sod . ( N / , - • �}• No Pipe Joint Permitted irk I Unless ApDroved By The Engineer E CD - \ Paid For As Prpe Culvert F (Prpe To Be fnctud `d Under Uni# Price For Mitered End Section �_ ° { CONCRETE 1 s SECTION ; . Concrete Slab, 3" Or 52 Thick,p - �� So + • e v ° ° ° I ' Reinforced With WWF 6x6-W1.4xWL4 "� Slope: 4:t Miter: To Major Axis For Pipes 24x38" And Smaller. e Q . DOp6LE.GA�E: 2.1 For Pipes 29145" And Larger. a ° ° : . ° ° ° e a .° ' <e a. ° BOLLARD DETAIL TOP VIEW -SINGLE PiPE 2.1 Miter: To Major Axis For Pipes 29"x45" And Smaller. � °' ° ° •'a . a ° ? WALLS: 6 FEET HIGH BE CONSTRUCTION OF CONCRETE BLOCK 1.1 For Pipes 34563" And Larger. c °: • :°°° '. °..a °° ° a° AND FINISHED TO MATCH BUILDING CONSTRUCTION. RILL bIOLESQ CONCRETE° SEE ARCHITECTURAL PLANS FOR DETAILS. UANTITIES ° : ° ' BE APPROVED BY THE PUBLIC SERVICES DIRECTOR DIMENSIONS &' Q aFOR°GATE6Si0P •H6LI�ERS ° ° TO CONSTRUCTION. PRIOR CONSTRUCTION. M 1 3" CONC. SLAB (CY) 0 SODDING (SQ. YDS.) A see General Note No. 3. ° ° GATE: DOUBLE GATE SHALL METAL AND PAINTED BLACK. D X A B I C I E I F G Single Double Triple Quad. i N Single Doubt Triple Quad. I Single ( Doubt Triple Quad See Sheet 5 Of 6 For 5 r2" Slob Quantities I I I Pipe I Pipe Pipe ` Pipe Pipe Pipe Pipe Pipe Pipe f Pipe Pipe Pipe I 1¢ ; I 18 {?_ '-101 1.�2' 1.97' 1218' 4.10' 2. 74' 4. 71 ' 12.06- 12.56 - �' 6' 1.22 1.41 ' 14.63' 721 ' 9.7.9-' 12.37'i 1.1 ' 1 4.92' 7. 75' 1 Q. 13. 42' 1.21 21 24 25 27 28 3 31 . 0.31 Q- 45 0. QO Q_ - - 22 '' 2.06" 3.85' 3.56 1.73' 5.50' 8.92" 15.- 1.25' �- 0.39 0.59 0z7� �.04 1 00 24 26 28 31 32 35 35 40 30 2.15 4.95 6.08 4.56 5.56" 5, 2.00 2.24 6.08 10.JU 18.83 0"76 1.32 1.71 28 34 39 , 45 1 6.67 11.75 1 21.92 1.33 Q.55 Q•Q4 I-J,� 5-1 2.25 2:1J6 42 2.34 7.21 6.56 10 2.45 7.25 13-25 2 25 5 R' Q.56 1-15 1.66 2.1.5_ 30 37 39 43 47 50 54 1 Slope 4 - 2.43 8.33 7.56 2.65' 7.83 14.58 28.08 149' Q,Z6 1.37 1.Q6 2.38 2.57 4 32 34 42 51 59 " 52 9.44 8.56 12, 2.83 3.00' 8.42 9.00 16.08 17.50 31.42 34.50 i 3.73 36 45 55 64 8 -6 2.62 10.56 9.56 1.3' 9'-2" 2.71 2.30 11.68 12.80 15.60 1 D.56 11.56 t 3.18 3"317 9.58 10.16 1$. 75 20.16 37.08 4 40.16 1�58" 1.11 1.24 2.15 2.46 ,�.21 4.9 Z 3.68 4_90 38 40 48 51 58 62 1 68 73 1 15" 2'-7" 2.27' 4.Q0'16.36' 8' 1,22' ' 721' 9.79' 0.61 0.69 0.80 0.91 1.00 1.14 23 25 26 28 29 31 32 35 B 18 24" 2'-10' 2.36' 3"-5"" 2.53" 44.0.1' 5.12' 7.48' f�.Q3' 7 18 9.71 " 17.03 9' 11 ' 1.41 1.73' 4.92 Z"75 S, Q` 8.92' 10.58 13-4?' 1 91' 12.33" 15 75' 1 95' 0.47 0.6Q 0.90 1.21 1.52 28 32 36 40 I s p 6.42' A8.42' Dimensions permitted to allow use of 8' standard pipe lengths. ,30" 4:1 4'-3" 2.70' $.25' 11.95 9.Q3" 13' 15' 2.00- 2.24" 6QR' 10.33', 11.75' 14.58' 1>3_t1i' 1 9.0' 16.83' 71..92' 1 Q.7Fi Q $9 1.19 1.48 1.63 2.05 207 2.63 31 34 36 40 41 46 46 1 52 O to.4o' Oto.1o' Dimensions permitted to allow use of t2' standard pipe lengths. 1 36'- Slope 1 42" 5'-1- 2.87' 6'-0" 3.05' 11s310 14.18' 13.37' 16"42- 1,03Q 13.03 17' 2.45' �_Ft7' Z2,.5' 113.25' -T3' 19.25" Z5,25' 1 .38' i.05 1.82 2.57 3.34 1 38 44 51 56 58 1 63 04 Concrete stab shall be deepened to form bridge across crown of pipe. See secf/on below. 1 48'" 6'-9 "` 3.22' 15.43 18, 65' 1,5" 03' 19' 2.65' 7 14.58' 21.33" 2.1.5 2.55 3.07 3. 72 4.00 4.88 41 44 48 52 61 69 1 i4'= I 7'-8 3.39 8--6"- 3.56' 17.49' 20.88' 17.03 19.55 23.11' 19.03' 21 23 2.83 3.00 16. 08 IZ50 23.75 26.00 1,.5-9 3.02 4.44 5.15 47 55 66 75 1 60' 1 -6" 9"-2" 3.73 2 t2 25:35 21.03`I 25, 3.18 I9 8 18.75 27.92� 7QR 1.54' 1.,.9.1 3.66 4.18 5.40 6.24 7.15 8.30 1 49 52 59 63 69 74 80 85 1 10 -0"' 3.91 " 22.68"26.59- 23.03`I 27" 3.30' 10.16 120.16' 30.16 40.161 1.58' 2.12 MITERED END SECTION, N.T.S. No. 5 Bars - 2'-0" I /'-6" _� 101" 5 0 " Ctrs. 2" 6" 1 6" 1 6" /-No. 4 Top Bars (Provide Horiz. i No. 4 Bottom Bars Hook On Throat 6" 6" 6" (� SloTo Match AdJacent Curb With 2" Top Radius And ° End Of Top Bar)._ ( ( ( -� ; p e 4" Bottom Chamfer Ortli Radius " Norma! (ill v-�• , � Gutter Bill p c ti Kk i. o` 3° - No. 4 Bars 9 6" Ctrs. Corner Fillet (See Note 6.1 Q. - � � m 4 • � . - I� � � 'No. 4 0 6" Ctrs. Horiz. 6" No. 4 Wag. Bars 3r_6 4 Chamfer 6,r No. 4 0 8" Ctrs. Vert. c� 4 3 j Inlet Box Or Riser (Steel Cover Shown) SECTION AA / s' ii Intermediate Bars (Discontinued When Space Between Adjacent Longitudinal Closer Than 8" Centers) SECTION PP /' -ia Theo. Gutter Grade in SECT/ON QQ GENERAL NOTES I. The finished grade and slope of the Inlet tops are to conform with the finished cross slope and grade of the proposed sidewalk and/or parkway. 2. When Inlets are to be constructed on a curve, refer to the plans to determine the radius and, where necessary, modify the inlet details accordingly. Bend steel when necessary. J. All reinforcing steel shall have 14" minimum cover unless otherwise shown. Inlet tops shall be either cast -In -place or precast concrete. 4. Precasting of this Inlet top will be permitted. Precast units shall conform to the dimensions shown or In accordance w/th approved shop drawings. Request for shop drawing approval shall be directed to the State Drainage Engineer. 5. Concrete meeting the requirements of A.S.T.M. C 478 (4,000 P.S.I.) may be used In lieu of Class I concrete for precast units, manufactured in plants which are under the Standard Operating Procedures for the inspection of precast drainage products. 6. The corner fillets shown for rectangular throats are necessary only when throats are to be used in conjunction with circular Inlet bottoms or when used on skew with rectangular inlet boxes. 7. For inlet bottoms see Index No. 200. 8. These Inlet tops are designed for use with standard curb and gutter Type E and Type F. Locate outside of pedestrian crosswalk where practical. 9. See Index 201 for supplemental details. 10. All steel used for frame and cover shall meet the requirements of ASTM A-36. If. Either cast iron covers or steel covers may be used. iron covers shall be Class No. 30 castings in accordance with ASTM A-46. 12. When Alternate 'G" Cover is specified in plans either the cast Iron cover and galvanized steel frome or the the galvanized steel cover and frame must be used. Covers are to be grouted In accordance with the grouting detail shown on sheet 2 of 2, in lieu of tack welding. 13. Inlet to be paid for under the contract unit price for Inlets (Curb) (Type_), Each. € Inlet Fillet Each Back Corner (Inlet Top Type 6 Required When Round Symmetrical About C) Bottom Or Riser Used ' a j» 1z A *4 0 6" o.c. 05 0 5" o.o. _ 6" 6" Or Y' Inlet - L D LP j 1 i y 3" (6"I 5'-0" 16 _ 3'-611 A r TOP VIEW To Be Paid For Limits Of Inlet Construction To Be Paid For As Curb & Gutter I I As Curb & Gutter F.L. Of Gutterr� foil -ir- !� 1 ( I 3'-0" 1 Gutter Transition I 1 Gutter Transition SECTION BB (Curb Inlet Top Type 6 Symmetrical With Left Half) SKETCHS SHOWING FRAME SEAT AND THROAT RECESS /' 3 9' -1 -'No. n 2 rI. 6 _ I. 6" _ I i 4 Top Bars No. 5 Bars i 5"1 0 5" Ctrs.41 5" _ ,,- No. 4 Bottom Bars ' 8 n 6" TOP MODIFICATION FOR TYPE E CURB N Epoxy -Sand Grout Each Side -�� � O •C� IC=D TOP VIEW Epoxy -Sand Grommet SECTION NN GROUTING DETAILS -vM Epoxy -Sand Grout Each Side TOP VIEW Epoxy -Sand Grout I�' Grommet (- -,r SECTION AIM GRWTING DETAILS 4'- Oho. to o. or Frame i Y-11"o. to o, of Cover L3x2x v Anchor (see Detorn HALF SECTION DD i 4'- 040. to o. Of Frame Z - ' 3'-1!' o. to o. Of Cover L4x3x / i r Caner � I L6 x Six i__11 i Anchor (See Dotall) HALF SECTION DD CURB INLET TOPS TYPES 5 & 6 N.T.S. SECTION EE CAST IRON COVER s) VI TOP EW Anchor FRAME SECTION EE STEEL COVER _- I i l f4 l 9 T-M J u u u �' " U u �14 2 " SECTION GO 3'-IN re-H °1i O o 0 0 0 O 0 0 o0000000 L00000000 Ix :1 x C=DC=DC=DC=D C=D i o002=52=5C-)CS ooC=D oC=D C=D C=D 0y o G= C=D = C=) C=:) C=) C=) -T L-t-H TOP ViEW Bari x 2 !O• k r ANCHOR DETAIL {� I SECTION xx Y- 1 + 4 Non-Skld Floor Plate ( o ` u iX, w r 1 3+ - 70P VIEW Y*J NAME DATE DESIGNED13Y SML 12/07 TAWILL ENGINEERING, INC. CiViL ENGINEERING DESIGN CONSULTING • PERMITTING DRAWN 13Y SML 12/07 CHECKED BY FJT 12/07 APPKOVI:IJ BY FJT 12/07 - 8606 BAY SHORE COVE • ORLANDO, FLORIDA 32836 TELEPHONE (407) 903-9219 FAX (407) 903-9279 1)A'1'N RHVISIONS RFIVISFID BY CH14CKH.13 BY C:ADDPCLE,NAME, ` 07-003CI I.dwg 6" CONCRETE PAD DUMPS TER PAD / ENCLOSURE 5'-5a la /n 24 to _ 811 811 P o� PLAN ai o -311 5'-5" 53rr 4141 r Grate --� 2" Ci. Eye Bolt See index 201 i' Q *4 Bars o i2" Ctrs. SECTION TYPE D Recommended Maximum Pipe Size: 3'-l" Wall-24" Pipe 4'-1" Wall-36" Pipe INLETS 4, -45 n 8 TYPE D n Straight Bars 2'x 6 Reticuline Bars 1 r"x 3`r Bands i2ax 1" 4 16 Approx. Weight 180 Lbs. STEEL GRATES GENERAL NOTES 1. These inlets are suitable for bicycle and pedestrian areas and are to be used in ditches, medians and other areas subject to infrequent traffic loadings but are not to be placed in areas subject to any heavy wheel loads. 2. Inlets subject to minimal debris should be constructed without slats. Where debris is a problem inlets should be constructed with slots. Slotted inlets located within roadway clear zones and in areas accessible to pedestrians shall have traversable slots. The traversable slot modification is not adaptable to inlet Type H. Slots may be constructed at either or both ends as shown on plans. J. Steel grates are to be used on all inlets where bicycle traffic is anticipated. Steel grates are to be used on all inlets with traversable slots. Either cast iron or steel grates may be used on Inlets without slots where bicycle traffic is not anticipated. Either cast iron or steel grates may be used on all inlets with non -traversable slots. Subject to the selection described above, when Alternate G grate is specified in the plans, either the steel grate, hot dipped galvanized after fabrication, or the cast iron grate may be used, unless the plans stipulate the particular type. 4. Recommended maximum pipe sizes shown are for concrete pipe. Pipe sizes larger than those recommended must be checked for fit. 5. All exposed corners and edges of concrete are to be chomfered 4". 6. Pavement to be used on inlets without slots and inlets with non -traversable slots only when called for in the plans; but required on a// traversable slot inlets. Cost to be included in contract unit price for inlets. Quantities shown are for information only. 7. Traversable slots constructed in existing inlets shall be paid for as inlets partial, and shall include the cost for slot openings, paving and any required replacement grates. 8. Sodding to be used on all inlets not located in paved areas and paid for under contract unit price for Sodding SY. 9. For supplementary details see Index No. 201. DITCH BOTTOM INLET TYPE D STANDARD DETAILS )PROJECTNO, 07-003 f Q DATE DIPLOMAT TOWER DECEMBER 2007 4ARIID J. TA i! L, P.E. SCALE FLORID ' IC. e. 38845 N.T.S. OCOEE FLORIDA 11 1 % CITY OF VATE/ SilEET 0 11' -OR 13.5' _ 11' OR 13.5' - 1% MIN. --------------- 1% MIN. 20' 10 MIN. 1 1/2" TYPE S—III ASPHALTIC CONCRETE �2 8" LIMEROCK BASE MIN. LBR 100% (PRIMED), COMPACTED TO A MIN. OF 98% OF THE MODIFIED PROCTOR MAX. DRY DENSITY Q3 12" STABILIZED SUB —GRADE, COMPACTED SUBGRADE TO 95% MOD. PROCTOR (PER ASTM D-1557), MIN. LBR OF 40 ® 6"X 16" CONC. VERTICAL CURB �5 MONOLITHIC SIDEWALK TYPICAL ON —SITE ASPHALT PAVEMENT SECTION N.T.S. 24" 16" 611 6" 6 1813 ' 9" 701 1 3 4" R �� � .75 R I _ 2"R .256" 3/4"R 3/4"R - - " I —� PVM'T. PVM� T. 25„ P VM , /— 3R T. . 11" 16" ' 12" •;e.'I BASE, BASE _ d 6" STAB. SUBGRD. I COMP. 6" STAB. SUBGRD. COMP. STAB. SUBGRD. SUBGRD. 6" SUBGRD. 12" 12„1 1 12„ 12" 12" STD. CONC. 6" X 16" CURB STD. CONC. 2' CURB & GUTTER TYPE A CONC. CURB GENERAL NOTES 1. For curb,gutter,and curb and gutter provide 8 4" contraction joints at l0' centers (max.). Contraction joints adjacent to concrete pavement on tangents and flat curves are to match the pavement joints, with intermediate joints not to exceed l0' centers. Curb,gutter and curb & gutter expansion joints shall be located in accordance with Section 520 of the standard specifications. P. Ends of vertical curbs shall transition from full to zero heights in 3 feet. CONC. CURB DETAILS N.T.S. — 12" WIDE CONCRETE HE4DER CURB W/ ROCKSALT FINISH. PROVIDE CONTRACTION AT 10' CENTERS MAX. CONCRETE BRICK PAVER 3-1/8" MIN. THICKNESS INSTALL W/ CHAMFERED 5' R/W Roadway Construction R/W PROPOSED VARIES r' •-1 40' R/W 40' R/W PAVEMENT �•. o - - 5' S' 2' 24' 2' 2' 2' 2' 24' 2' 10' 101 I .' � .. �� �� ' � �� SOD SOD LANDSCAPING 1 % MIN. 11 MIN. 1-1/2" Thick Type S-1 MIN. 1-1/2" Thick Type S-1 2% MAX. Asphaltic Concrete ,02 02 Asphaltic Concrete I .02 Min. Min. .04 MONOLITHIC SIDEWALK — .04 02 — .02_ — N.T.S. a ° , 5 Wide — �— — ' .� Stabilize Subgrade to 60 psi FBV or LBR 40 5 Conc. Sidewalk / / l " L Compacted to 989 of AASHTO T-180 Method "D" Type F Curb T e "F" Curb T See T e "F" Curb Detail TOOLED EDGES s, Type "F" Curb (See Detail) (See Detail) (yp)( yp ) 1 /8 RADIUS-1�� 1 �8 (See Detail) Type F Curb A e• , . , —Proposed C/L Grade (See Detail) ° .4 q a .e e •° e ..e :.a, _ 'd °'• ° d CONTRACTION JOINT N.T.S. e .44 �PREMOULDED JOINT MATERIAL EXPANSION JOINT N.T.S. CONCRETE JOINT DETAIL N.T.S. 4" THICK t� Il l —I IpI , I I—IIII , CONCRETE WALK AT 3,000 P.S.I.; BROOM FINISH; SAW CUT CONTRACTION JOINTS SPACED AT A DISTANCE EQUAL TO THE COMPACTED SUBGRADE WIDTH OF THE SIDEWALK. EXPANSION JOINTS AT 20' O.C. MIN. CONCRETE WALK N.T.S. 8" Limerock Base Course (LBR 100) Compacted to 987* Max. Densit�, of AASHTO T-180 Method -D- Asphaltic Prime Goat Applied at 0.15 gal./sf 8" Limerock Base Course (LBR 100) Compacted to 9890 Max. Density of AASHTO T-180 Method "D", Asphaltic Prime Coat Applied at 0.15 gal./sf TYPICAL ROAD SECTION 12" Stabiliazed Subgrade to 75 psi FBV NORTHBROOKE BOULEVARD 12" Stabiliazed Subgrade to 75 psi FBV !'Compacted to 989 of AASHTO T-180 Method "D" Compacted to 989 of AASHTO T-180 Method "D" STA. 10+21.13 — 15+04.24 R/W iF Roadway Construction R/W 40' R/W 40' R/W 5' 5' 228' 28' 2' 10' SOD r—Proposed C/L Grade SOD MIN. 1-1/2" Thick Type S-1 Asphaltic Concrete .02 .04 —"" 02 5' Wide Conc. Sidewalk Type "F" Curb (See Detail) 8" Limerock Base Course (LBR 100) Compacted to 989. Max. Density] of AASHTO T-180 Method "D", Asphaltic Prime Coat Applied at 0.15 gal./sf 12" Stabiliazed Subgrade to 75 psi FBV Compacted to 989 of AASHTO T-180 Method "D" TYPICAL ROAD SECTION NORTHBROOKE BOULEVARD STA. 15+04.24 — 16+03.24 MIN. 1-1/2" Thick Type S-1 Asphaltic Concrete .02 .04 r..I Stabilize Subgrade to 60 psi FBV or LBR 40 Compacted to 989 of AASHTO T-180 Method "D" (Typ.)(See Type "F" Curb Detail) Type "F" Curb (See Detail) 8" Limerock Base Course (LBR 100) Compacted to 987. Max. Density of AASHTO T-180 Method "D", Asphaltic Prime Coat Applied at 0.15 gal./sf 12" Stabiliazed Subgrade to 75 psi FBV Compacted to 989 of AASHTO T-180 Method "D" SEAL JOiNT EDGE DOWN. (PAVERS ON BUCKINGHAM DRIVE AS ASPHALT PAVEMENT SHOWN ON SHEET 10 OF 15. 1 " TO 1-1/2" SAND/MORTAR SETTING BED (3:1 RATIO) r 12" 8" CRUSHED CONCRETE LIMEROCK BASE -11 0 BASE (LBR 100) COMPACTED • TO 987o MAX. DENSITY PER Z AASHTO T-180 METHOD "D" #6 RESAR —(CONTINUOUS) i 12" MIN. V12" STABILIZED SUB —GRADE COMPACTED TO MIN. 987S DENSITY PER MSHTO T-180 METHOD "D" TYPICAL SPECIALTY PAVER SECTION N. T.S NAME DATE DESIGNED BY SN41, 12/07 �—� TAWILL ENGINEERING INC. STANDARD DETAILS � DRAWNAY SML 12/07 V� CIVIL ENGINEERING DESIGN CONSULTING PERMITTING DIPLOMAT TOWER CHECKED BY FJT 12/07 APPROVED BY r•JT 12/07 8606 BAY SHORE COVE ORLANDO, FLORIDA 32836 TELEPHONE (407) 903-9219 FAX (407) 903-9279 DATE REVTSTONS REVTSED BY CHECKED BY CAI)!) FILE NAME I 07-003Cl2.dwg CITY OF OCOEE PROJECT NO. I c 07-003 - . ~ DATE DECEMBER 2001.7 ARID J. TAWILL, P.E. SCALE FLORID 0 38845 N.T.S. �/ y�> FLORIDA. BATE' 112 OF 17 a FINISHED GRADE / MAX. \� WATER MAIN OR FORCE MAIN TRENCH WIDTH VARIES W/ SIZE OF PiPE r CROWN TRENCH IN /�- UNIMPROVED AREAS 3" MIN. SEE NO E 8) \FINISHED GRADE 1-r-- N /�\/ :: :SEE NOTE 4 : /�//� v COMMON FiLL \\ ' iPE O.D. /� r CN 12" (TYP.) SELECT COMMON a o / m :2:\ ••. � .. ��� FILL �, w // UNDISTURBED\/ �_ 11J rSEEHNOTE 3} NOTES: 1. PiPE BEDDING: SELECT COMMON FiLL COMPACTED TO 95% OF THE MAXIMUM DENSITY AS PER AASHTO T-180, 2. TRENCH BACKFILL: COMMON FILL COMPACTED TO 95% OF THE MAXIMUM DENSITY AS PER AASHTO T-180. 3. PIPE BEDDING UTILIZING SELECT COMMON FiH OR BEDDING ROCK IN ACCORDANCE WITH TYPE A BEDDING AND TRENCHING DETAIL MAY BE REQUIRED AS DIRECTED BY THE CITY. 4. (*): 15" MAX. FOR PIPE DIAMETER LESS THAN 24", AND 24" MAX. FOR PIPE DIAMETER 24" AND LARGER. 5. WATER SHALL NOT BE PERMITTED IN THE TRENCH DURING CONSTRUCTION. 6. ALL PIPE TO BE INSTALLED WITH BELL FACING UPSTREAM TO THE DIRECTION OF THE FLOW. 7. REFER TO SECTION 32.5 OF THE MANUAL FOR SHEETING AND BRACING iN EXCAVATIONS. 8. FiNAL RESTORATION IN IMPROVED AREAS SHALL BE IN COMPLIANCE WITH ALL APPLICABLE REGULATIONS OF GOVERNING AGENCIES. SURFACE RESTORATION WITHIN CITY OF OCOEE RIGHT-OF-WAY SHALL COMPLY WITH REQUIREMENT OF RIGHT-OF-WAY UTILIZATION REGULATIONS AND CITY OF OCOEE UTILITIES DEPARTMENT ROAD CONSTRUCTION SPECIFICATIONS. TYPE B BEDDING AND TRENCHING DETAIL DATE+ I DWG' BBEDD , FIG' 100 METALLIC LOCATING WIRE-- EARLY WARNING TAPE 1 " MAX. METALLIC LOCATING WiRE NOTES: 1. ALL PIPE SHALL REQUIRE INSULATED METALLIC LOCATING WiRE (14 GAUGE COPPER) CAPABLE OF DETECTION BY A CABLE LOCATOR 2. AND SHALL BE BURIED DIRECTLY ABOVE THE CENTERLINE OF THE PIPE. LOCATING WIRE SHALL TERMINATE AT THE TOP OF EACH VALVE BOX 3. AND BE CAPABLE OF EXTENDING 12" ABOVE TOP OF BOX IN SUCH A MANNER SO AS NOT TO INTERFERE WITH VALVE OPERATION. USE DUCT TAPE AS NECESSARY TO HOLD WiRE DIRECTLY ON THE TOP OF THE PIPE. 4. EARLY WARNING TAPE MAY BE REQUIRED IN ADDITION TO LOCATING WIRE AT DIRECTION OF CiTY. CITY OF OCOEE UTILITIES DEPARTMENT _ PiPE LOCATING WiRE D ETA( L DWGI INSTALL (FIGS 108 MINIMUM LENGTH (FT) TO BE RESTRAINED ON EACH SIDE OF FiTTING(S).; TRENCH 4 BARS ALL AROUND ���"'� •=�� MIN. 2" CLEARANCE °' a n •:;- AROUND PiPE.) TIE RODS INCLUDING NUTS AND WASHERS u n n (SEE SCHEDULE BELOW) BEARING PiA E �`G (6" MIN.) MECHANICAL (TYP.) JOINTS #4 BARS 1 UNDISTURBED /�//\�//\�// :• i\��\�/\��\�/\�/\�.� EARTH ENCASE TIE RODS _ D (4'-0" MiN.) _ SEE TRENCH DETAILS 24" x 24" x 6" THICK CONC. PAD TYP. EACH VALVE BOX. 3" DIA. BRONZE DISC IN QIf 0 ANCHORED IN �ONC. PAD 4 BARS ALL 3" DIA. BRONZE �SEE NOTE 1 AMP AS RF.)Q D ROUND DISC ANCHORED CONC. PAD STAMP SiZE OF VALVE --�• :. .. AS REQ'D. TYPE OF VALVE---•,.,� �:.• •.' 't8 °..,�- •'.'....'�'. • SERVICE wBv ��� •� '. �� � .. � DIRECTION & N0. � • • '�• • -� � � � �� • '' OF TURNS TO '..47�.:'•, '.:.:':.�':..,•.•.. ,. ;�''.;..•�..:.� :..: � .' : J'.:.'. � �: L.:� `�'��. OPEN ... •. .•..�:.� � �• .�:.•_ • �•� '�. ': VALVE BOX •• � � WATER - . _ • • . AND COVER � .. � � � • � ' . � ••. N ' , �;� �; �• � � \; �;''�; �, �\ `•\, .;;� ;_ 2500 P.S.I. 12 CONCRETE MIN. � ANCHORS » MIN. UNIMPROVED CONDITION IN 1-1/2" PVC SLEEVE --- --- 3" COVER FOR PIPE BEDDING REQUIREMENTS TOP FLUSH WITH FINISHED GRADE SCHEDULE OF DIMENSIONS AND MATERIALS 9 ASPHALT SURFACE PIPE DIMENSIONS TIE RODS REQ'D � SIZE (INCHES) A B C D DiA. N0. • .. '---�--= ' • � '. ' � • ;1/%�\\ - � . • .. ' � . •, :: �... �. • � � � . ' � � . - NOTES: s 2.0 2.0 1.0 D 3/4 z _ . " .' •...' � . .. . � � �":.' .•:'. � •, ; ... , • � : �� '. � :.'� � � � . „ . . .. �• ��.'--�---BASE 1. ADDITIONAL REINFORCEMENTS SHALL a 2.5 2.5 1.0 D 3/4 2 •�� . � � . � •: • � . ... ... ` • �� � � �'' • • :' '. � � �.� � .' ,� .. � . • . � � . � . BE AS SPECIFIED BY THE ENGINEER. 14 3.5 3.0 1.0 D 3/4 2 .' ' �� � � ' ' � � • � . .. .. .:� ��� �� `� ' � � � �� �•� � � �• '.: - :.' • ::�.� •...:-:�.'.- • � •� :.' - . � .. � �� 2. MINIMUM COMPRESSIVE STRENGTH 12 5.0 3.0 1.0 D 3/4 2 , , \ FOR CONCRETE SHALL BE 2500 PSI. 16 6.0 4.0 1.5 D 3/4 4 4" x 4" x 18" LONG 3. BEDDING, BACKFILL, AND COMPACTION 8.0 5.0 1.5 D 3/4 s v IN.) PRECAST ZTH POST SHALL BE AS SPECIFIED ELSEWHERE zo VALVE BOX -� 3 DIAMETER INGS 24 9.0 6.0 1.5 D 3/4 a AND COVER BRONZE DiSC SET IN iN THE STANDARD DRAW 4. ALL FORM BOARDS SHALL BE REMOVED (TYP.) GROUT AS SHOWN PRIOR TO BACKFILL. IMPROVED CO N DTiTi O N ABOVE. 5. NO ALLOWANCE SHALL BE MADE FOR NOTES: FRICTION BETWEEN THE PIPE WALL NMOttRusr etocrc ax>:As To BE COMPUTED ON BASIS OF 2000 �i� SO. Fr. SOIL REsrRAINr ,�°°M�'"J 1. BRONZE 1DENTiFICATION DiSC SHALL BE REQUIRED FOR ALL VALVES 16 AND AND THE THRUST COLLAR. LARGER, OR AS REQUIRED BY THE CITY FOR CRITICAL OFFSITE VALVES. 6. DESIGN PRESSURE: 150 p,S,l,* `Td 9E 0°"po° ffy eamm 2. VALVE COLLAR DIMENSIONS MAY BE CITY OF OCOEE UT{LfTiES DEPARTMENT REDUCED TO 18" x 18" x 6" WHEN CiTY OF OCOEE UTILITIES DEPARTMENT THE BRONZE IDENTIFICATION DISC IS NOT REQUIRED. WATER MAIN THRUST COLLAR DETAIL VALVE COLLAR DETAIL DATES I DWG COLLAR I FIG' 105 DATEt I DWG' VALCOL (FIG, 107 --J'---- TEE PRECAST - •' . MANHOLE •• °=• •`.' �•�.:•:•'.a.:,•� INFLUENT SEWER (SEE NOTE 3) • `' •1 CONCRETE ENCASEMENT • • •» OF VERTICAL PIPE 4 •• •:. •.;�'`._ •: DROP PIPE INLET CONNECTION • • •'•• • ' (SEE NOTE 1) AS REQUIRED = . •-••'. •• 900 BEND PRECAST STANDARD DROP DETAIL •::: MANHOLE WALL TRANSITS COLLAR ENCASED IN NON -SHRINK GROUT FLUSH WITH MANHOLE WALL PVC OR DIP (SEE NOTE 2) PRECAST • • ` •• •:� : ••:•.' �:.•-'.' • �'. •• :':.'••.: a: • - MANHOLE^-� • •`' ' { WALL SPECIAL DETAIL FOR 24" DIAMETER a::•.' PIPE AND LARGER BAND STEEL (� PVQ1P R I • �'� �-- STAINLESS STEEL ..'.• .o . •; •. • : '.:• , - ..:: . `: • .'•: • PIPE CLAMP .' '• :••.•'�4.••:•:.::•: RESILIENT • • • • • CONNECTOR STANDARD PRECAST MANHOLE PIPE CONNECTION NOTES: NOTES: 1. MANHOLE SHOWN iS FOR SEWER SIZE 8" THRU 24", SEE SECTION 20.4.3 OF THE 1. MANHOLE SHOWN IS FOR SEWER SiZE 8" THRU 240, SEE SECTION 20.4.3 OF THE NOTES: MANUAL FOR MANHOLE DIAMETER FOR SEWERS LARGER THAN 24". MANUAL FOR MANHOLE DIAMETER FOR SEWERS LARGER THAN 24". 1. DROP PIPE AND FITTINGS SHALL BE OF EQUAL SIZE AND MATERIAL AS 2. DROP CONNECTIONS ARE REQUIRED WHENEVER INVERT OF INFLUENT SEWER iS 2. DROP CONNECTIONS ARE REQUIRED WHENEVER INVERT OF INFLUENT SEWER iS 24" OR MORE ABOVE THE INVERT OF THE MANHOLE. SEE MANHOLE 24" OR MORE ABOVE THE INVERT OF THE MANHOLE. SEE MANHOLE THE INFLUENT SEWER. CONNECTION DETAILS. CONNECTION DETAILS. 2. THE CITY MAY APPROVE ALTERNATE WATER TiGHT CONNECTION DETAILS 3. APPROVED CONCENTRIC CONE DESIGN MAY BE USED AS AN ALTERNATIVE. 3. APPROVED CONCENTRIC CONE DESIGN MAY BE USED AS AN ALTERNATIVE. FOR CONNECTION OF 24" DIAMETER PIPES AND LARGER. 3. AN OUTSIDE DROP CONNECTION SHALL CITY OF OCOEE UTILITIES DEPARTMENT CITY OF OCOEE UTILITIES DEPARTMENT BE REQUIRED FOR ALL INFLUENT CiTY OF OCOEE UTILITIES DEPARTMENT ----------- - ---- ___-- ---- LINES WHICH HAVE ANINVERT 2'OR MORE ABOVE THE MANHOLE INVERT. PRECAST CONCRETE MANHOLE PRECAST CONCRETE MANHOLE MANHOLE CONNECTION DETAILS PLAN AND SECTION PLAN AND SECTION DATES AUG. 1990 DWGt MHPS FIG' -200 DATE'04/01/927 DWG+ - FIGt 200A - DATES I DWG MHCON I FIG; 201 „ PROJECT NO. NAME DATE STANDARD � � 4 i 07-003 MTAWILL ENGINEERING) INC. DETAILS �■�� DESIGNED BY SL 12/07 � � _' .�s tt� DATE CIVIL ENGINEERING DESIGN CONSULTING PERMITTING DIPLOMAT TOWER DECEMBER 2007 DRAWN lay SML 12107 CHECKED BY FJT 12/07 APPROVhD BY FJT 12/07 8606 BAY SHORE COVE ORLANDO, FLORIDA 32836 RFViShl) BY407 903 ( ) - ( ). ilHVISIONS TELEPHONE 9219 FAX 407 90 -9 79 {)A'I'h'. CHh:C:KKu BY CADDFILE NAML (07-00303.dwg 2. INSTALL FULL LENGTH JOINTS WiTH TOTAL LENGTH EQUAL TO OR GREATER THAN SHOWN IN THE TABLE. 3. WHERE TWO OR MORE FITTINGS ARE TOGETHER, USE FITTING WHICH YIELDS GREATEST LENGTH OF RESTRAINED PIPE. 4. iN LINE VALVES AND THROUGH RUN OF TEES OUTSIDE LIMITS OF RESTRAINED JOINTS FROM OTHER FITTINGS NEED NOT BE RESTRAINED UNLESS OTHERWISE INDICATED. 5. LENGTHS SHOWN IN THE TABLE HAVE BEEN CALCULATED iN ACCORDANCE WITH THE PROCEDURE OUTLINED IN "THRUST RESTRAINT DESIGN FOR DUCTILE IRON PIPE" AS PUBLISHED BY DiPRA, WiTH THE FOLLOWING ASSUMPTIONS: WORKING PRESSURE: --- _ 150 --- _ P.S.I.* SOIL DESIGNATION: ___ SM AND SiLT�_ * LAYING CONDITIONS: __ 3 6. FOR PIPE ENCASED IN POLYETHYLENE, USE VALUES GIVEN IN PARENTHESES OR INCREASE THE GIVEN VALUE BY A FACTOR OF 1.5. * TO BE COMPLETED BY THE ENGINEER. CITY OF OCOEE UTILITIES DEPARTMENT RESTRAINED PiPE TABLE. �1 DATES AUG. 1990 (DWG P1PEPAB 1111, 1C4•'11 TROWEL -FINISHED CONCRETE BENCHING CONCRETE BASE SEE MANHOLE CONNECTION OA DETAIL 'T PRE-PRIMEOINT cn D LIMITS MANHOLE FRAME &COVER (SEE STANDARD DETAIL) SET COVERS FLUSH IN FRAMES BEDDED IN MORTAR PAVED AREAS & AT ELEVAT{{ON5 SHOWN iN � UNPAVED AREAS. 2 COURSES OF BRICK (MiN.), 1'-6" MiN. � 4 COURSES (MAX.) 3'-0" MAX. L � 5„� 2'-0" ' Q - > INSIDE WALL OUTSIDE WAIL a PRE -PRIMED EPDXY COAL TAR COATINGS cn a JOINT SURFACES PER SPECiFiCATlONS '� 4'-0" 5" MIN. ¢, � PRE - MOLDED l ( JOINT SURFACES Q SCR WITH 4 1 PRO P� BENCHING PER SPECIFICATIONS-\ " 1° p o LLJ PER T 0!: E REMOVED REINFORCEMENT AND JOINT :��::''�:: •� �'�'�-•- SQUEEZE -our pETAiL TO BE DESIGNED BY •� � � :;:'•'•:.-:: °:':: �::•: �':'. MIN. '„ COMPLETEDl THE ENGINEER AND � _ 8 MiN. sauEEZE-ouT CITY APPROVED BY THE 9„ g„ I T� 19'I _�gcT BEDDING RACK ---1 1-- 2" MiN• CAST -IN -PLACE PRECAST MONOLITHIC CONCRETE BASE BASE CONCRETE BASE nrr ►,A 14nu1 - INLESCTION TROWEL -FINISHED CONCRETE BENCHING MANHOLE FRAME &COVER (SEE STANDARD DETAIL) SET COVERS FLUSH iN FRAMES BEDDED IN MORTAR PAVED AREAS & AT ELEYATIIONS SHOWN IN UNPAVED AREAS. 2 COURSES OF BRICK (MiN.) 1 -6 MIN. U, 4 COURSES (MAX.) 3'-0" MAX. L � 5„cq L 2'-0° , INSIDE WAIL OUTSIDE WALL PRE -PRIMED EPDXY COAL TAR COATINGS NI � JOINT SURFACES PER SPECIFICATIONS ti / 4'-0" 5__ 'MiN•PRE-MOLD® SURFACES POINRE T-PREMED PLASi1C J.,•O�NT Jw►1� " w WWRAP DER BENCHING PER SPECIFICATIONS p � � �E REMOVED REINFORCEMENT AND JOiNT SQUEEZE -OUT DETAIL TO BE DESIGNED BY MIN COMPLETED THE ENGINEER AND 8" MIN, squEEz cur ACPROVED BY THE 9 9„ 4 BEDDING ROCK 2" MIN. CAST -IN -PLACE PRECAST MONOLITHIC CONCRETE BASE BASE ARID J. TAWiLL, P.E. SCALE ` FLORIDA o. 38845 N.T.S. !'D.�j . 13 17 • �,TE CITY. 4F OCOEE ... FLORIDA IE OF RAISED 1-1/2" LETTERS FLUSH WITH TOP OF COVER - - I 4-3/4" MIN. ELEVATION FINISHED GRADE 2" GATE VALVE 2" 900 BEND VARIES LOT LI N E WYE WITH �C, 6" BRANCH - w ° cn o BEND E CLEAN -OUT REMOVABLE SEE NOTE 1 PLUG w z J 2 - NON PENETRATING PLAN PICK HOLES VARIES z J SEWER MAIN SIZE VARIES CLUI N—OUT (TYP.) WYE WITH SEE IINOTE 1 6" BRANCH - 6" 450 WYE WITH BEND 6" BRANCH �v--i� � '� LOT LINE 'DOE BLE FINISHED GRADE , SPRING LINE -SEWER MAIN DOUBLE LATERAL I LATERAL PROFILE NOTES: 1. CLEAN -OUT (SHOWN SHADED) SHALL BE INSTALLED BY THE BUILDER IN ACCORDANCE WITH STANDARD PLUMBING CODE. 2. LOCATE SINGLE LATERAL AS CLOSE TO LOT LINE AS POSSIBLE, 25' MAXIMUM. 3. INVERT OF SERVICE LATERAL SHALL NOT ENTER SEWER MAIN BELOW SPRING LINE. CITY OF OCOEE UTILITIES DEPARTMENT _ _ CITY OF OCOEE UTILITIES DEPARTMENT I OPTIONAL MANHOLE FRAME AND COVER SERVICE LATERAL DETAIL (USF 420 TYP.) DATE+ J�. 1990-( DWG+ MHFWE (FIG+ 202 A DATE+ AUG. 1990� DWG+ WW AT I FIG+ ?04 DOUBLE METER BOX CORPORATION CURB STOP CORPORATION U-BRANCH (18 x 24 MIN.) STOP (1" MIN.) (SEE NOTE 3) STOP (1" MIN.) FITTING „ MARK WITH X13/4,1/4 WOOD PAINTED )) BLUE & WITH CURB STOP y z LOT NUMBERS z 2 EA. LLJ 2, CAP __1 w �---� %\\\/ \i :\i , POLYETHYLENE POLYETHYLENE %�. TUBING (1" MIN.)- TUBING (1" MIN.) - SINGLE METER BOX DOUBLE METER BOX �r:..I°QOp op°aOp°oop°O'Op°oo.;:�\ir, AND WATER METER AND WATER METER p°o.p°0.000•p°o.p °O.o B CITY) (B CITY) O . 0 o0 0" . 0 o 0 .. - 0 . 0 . o °O.. 0 . 0 0 0. 0 . 0 . 0 SINGLE SERVICE DOUBLE SERVICE ° ° ° o o ° o 0 p O. p O. p O. p O. p O. p O. p O. p O. p O. p° O. 0° O. 0° O. 0° O. 0 0 0. 0 0 0. 0 0 0. p o 0 611 p° O. 0° O. o° O. 0° O. 0° O. p° O. p° O. p° O. p O• 000.000.000.000.000.000.000.000 o ° CORPORATION STOP O . p °O . p °O . p °O • 0 °O . p °O . 0 °O . o °O . 0 °O ,' p °0 0 °0 p °0 p 00 0 °0 o °0 p 00 . o °0 o & FITTING (NORMALLY OPEN) d 2"1_ AWWA TYPE CC THREADS — TO METER BOX - 2" 900 BEND ASSEMBLY RESTRAINED JOINT SADDLE POLYETHYLENE DUCTILE IRON 6 BEDDING ROCK WATER MAIN �r TAPPED CAP NOTES: 1. ALL 2" PIPE AND FITTINGS SHALL BE SCHEDULE 40 GALVANIZED STEEL OR BRASS WITH THREADED (NPT) JOINTS. CITY OF OCOEE UTILITIES DEPARTMENT B LOWO FF VALVE DETAIL SLOPE TO TERMINAL DEPTH AT 1.0% MIN. :.: (TYP.) —� MACHINEDMATING 7ROTIATE SURFACES TERMINAL DEPTH (TYP.) AS REQUIRED FOR (SEE NOTE 3) "HOUSE" SERVICE 1-1 /2"MIN. (3' MIN.)(TYP.) SINGLE DATE, AUG. 1990 I DWG+ BOVD ( FIG+ 403 A i'h u TUBING �_-•� 30 - 45 DEC. SET TOP OF VALVE BOX TO FINISHED GRADE FINISHED GRADE COLLARCONCRETE rUNPAVED �REAS SEE DETAILS U�/pOpn� ADJUSTABLE CAST IRON SEE NOTE 2 VALVE BOX BOX SHALL REST ON RESILIENT SEAT BEDDING ROCK NOT M. J. GATE VALVE Z_ ANDVSHALL gEPIPE WATER CENTERED ON MAIN OPERATING NUT Y' 4 4 � o Q'0 - p°O o 0. 000.0 ¢`r 0.0°0.000. p °0.000. p 0.- �. p°O.p°O. p Co. 0 0 0- 0 0 0 . 0 "o. p °O . p c p° O. p° O. o° O. p °0-000. o°O. oO.o° ��tQ—,Oo �00.0°O.Op*O O° .0°0.0°0.000.000.0°0 0� o 0 0o Oo . O • O O. p O. p O. p °O . o °O . o °O . o °O . 0 °0 . o o0 . o o0 . o oO . o o0 .p°O. . p 0 0. p 0 0. 0° 0. 0° 0.0 0 0. 0 0'. 0 0 0. 0 0 0 n p 0 O :. o p 6" BEDDING ROCK NOTES: 1. PVC EXTENSIONS SHALL NOT BE USED ON VALVE BOX INSTALLATION. 2. THE ACTUATING NUT FOR DEEPER VALVES SHALL BE EXTENDED TO COME UP TO 2 FOOT DEPTH BELOW FINISHED GRADE. L 1/2" PREFORMED JOINT MATERIAL TO BE PLACED BETWEEN D.I.P. AND CONCRETE SLAB. —� 6" CONCRETE SLAB W/ NO. 6 x 6 — W10 x W10 (2500 P.S.I. CONCRETE) — DETECTOR CHECK Vet yr O.S. w (FL/FL) (2 IREQ'D) CITY OF OCOEE UTILITIES DEPARTMENT GATE VALVE AND BOX DETAIL DATE, AUG. 1990 I DIG, GVBOX I FIG, 400 24" SQUJ ROUND A REINFOR( SHEAR P NOTE #1 O.C. ALL AROUND COMPACT BACKFI LL SEE NOTI HYDRANT OPERATING NUT COLLAR DETAIL) HYDRANT IORING TEE - - --- -- - ROCK OR EQUAL — RESILIENT SEAT GATE STANDARD INSTALLATION VALVE AND BOX : (SEE DETAIL) NOTES: 1.THE DEVELOPER MAY INSTALL THE SHEAR PAD RECESSED UP TO 4" BELOW FINISHED GRADE AND SOD THE RECESSED SECTION. 2.CLEARANCE BETWEEN BOTTOM OF BOLTS AND TOP OF SHEAR PAD SHALL BE 6" MINIMUM. CITY OF OCOEE UTILITIES DEPARTMENT FIRE HYDRANT ASSEMBLY DETAIL DATE+ FEB.6,95 I DWG+RANT I FIG+ R402 BACKFLOW PREVENTER IN ACCORDANCE WITH PLANS APPROVED BY GATE VALVE THE CITY TEST COCK (TYP.) GATE VALVE THREADED UNION L, NIPPLE (TYP.) (2 REQUIRED) 9'' MIN. _ - — 90° BEND T,P 2!i,< (2 REQUIRED) FINAL GRADE N NOTE: INSERT BACKFLOW N PREVENTION DEVICE WHEN ���\ \ \,>.�;�S�� y; REQUIRED BY THE CITY >� �\\ " " �� �� � ������ CONCRETE SLAB 90° BEND FROM WITH #4 BAR ALL MAIN AROUND (2 REQ'D.) TO _ OF SERVICE FLANGED JOINT "All I.. N - I 1211 (TYP.) 12" TYP.) (MIN. 1 90° BEND (I WATER MAIN " TRAINED , (2 REQ D) (2SREQUIRED) NOTES: 1. ALL FITTINGS SHALL BE BRASS WITH COMPRESSION/PACK JOINT THRUST COLLAR IN ACCORDANCE WITH TYPE CONNECTIONS. STANDARD DRAWING PROFILE 2. NO SERVICE LINE SHALL TERMINATE UNDER A DRIVEWAY. AND PLANS APPROVED 3. EACH SERVICE SHALL TERMINATE AT A CURB STOP(S) WHICH BY THE CITY SHALL BE EXPOSED APPROXIMATELY 3' ABOVE FINAL GRADE AND (2 REQUIRED) NOTES: TIED TO A 2" x 4" x 4" STAKE WITH THE TOP PAINTED BLUE AND 1. ALL ABOVE GROUND PIPE JOINTS MARKED WITH THE NUMBER OF THE LOT(S) TO BE SERVED. SHALL BE FLANGED. VALVE SIZE "A" CITY OF OCOEE UTILITIES DEPARTMENT 4" 16-1/2 I CITY OF OCOEE UTILITIES DEPARTMENT 6„ 22-1 /2" WATER SERVICE CONNECTION DETAILS 8 26-1/2 DETECTOR CHECK VALVE ASSEMBLY DATE, AUG. 1990 ( DWG` SERVCONN I FIG+ 405 (DATE, AUG. 1990 I DWG' DCCV ( FIG+ 500 NAME DATE DESIGNED BY SML 12/07 TAWILL ENGINEERING, INC. nKAwN sv SML 12/07 CIVIL ENGINEERING DESIGN • CONSULTING • PERMITTING CHECKED BY FJT 12/07 APPROVE-,[) 13Y FJT 12/07 8606 BAY SHORE COVE • ORLANDO, FLORIDA 32836 TELEPHONE (407) 903-9219 • FAX (407) 903-9279 KtiViS1ONS I KNVISKt) BY� CHhfiKht> BY C:ADDPILI;Nt1ML I Lu Lu 0 — PIPE SYPPORTS NOTES: 1. ALL PIPE AND FITTINGS 2" AND SMALLER SHALL BE THREADED SCHEDULE 40 GALVANIZED STEEL OR BRASS. CITY OF OCOEE UTILITIES DEPARTMENT REDUCED PRESSURE BACKFLOW PREVENTER DATE+ AUG. 1990 ( DWG, BPSS ( FIG' 501 STANDARD DETAILS PROJECT07-003 DATE DIPLOMAT TOWER " DECEMBER 200 ARID J. TAWILL, P.E. SCALE FLORIDA IdC. o. 38845 N.T.S. 07-003C14.dwg A. ATE SHEET 14 OF 1 / . CITY OF OCOEE FLORID t • ' ,•r,Ilfr•I f,r �• 1fr/ ,'jr',�x�-.� ��.,"�• \. �- - ...._ �............ .. Synthetic Post Options: c Bales T f ; { ! r I { �• l y (yp) Wood- 2 1/2 " min. diameter Wood- 2" x 4" . , .RC S;t�.. N-v 00 TROL PLAN _ I Steel- 1 J+ I I{ t t 17 I� ~Inuan 1 .33 ft min. ?rosi6n 1Totrp1,, plan` hail �iF conducted by the Contractor and Contractor shall execute all 4. Temporary Seeding $ ' .Maintenance ? tia: t s 6' Max. { I /measurd's h4ce sary to emit he transport of sediments outside the limits of the project to the - " ` �w r �r�` ® # t / Areas opened by the construction operations and that are not anticipated to be dressed Al-fe�tfures of the project shall be constructed to prevent erosion and sediment and shall { I t 1;volume) and,` cjraoun7S' r�hat / re existing prior to the commencement of construction. This ' ; t co tw�li{ b'e,fsbed fo the total construction period. Provision must be made and receive final grassing treatment within thirty days shall be seeded with a quick be maintained during the life of the construction so as to function properly without the t t t f { i { ' {• 7 r growing grass species which will provide an early cover during the season in which it transport of sediments outside theglimits. f the project. c5 ^ ! r :� to s psrvsef the rin` q`gAp an capacity of check weirs, sediment ba§i s, Sloe drains, grading • f " j P j- ' r "0 { •• eP isgnted, and will not later compete with the pernaent gras�g. The rate of seeding c crc`_> iI V p> ite fat iliw ' Io , e'bt this provision throughout the life of # b*truction. Contractor �> y r'x r r •^ Synthetic Bales (Typ) a� / shall De 30 lb. per acres. / 9.` F.D.O.T. Standards £ X �! , x! r. PARTIAL INLET `o CO ` p ovfidtff6 si viers, tem ova rassin ,etc. as re ulred to full com I with o r+ .> � ` I r r 3..�, P rY 9 9 q • Y comply � thelnter�: ft fh sffp cificption.-' 5. Temporary Seeding and Mulching 1 Silt barrier and inlet protection shall conform to FDOT Index 102. `c� o ? 1 'j � � \ tlltt tt£t t Itlt£ ttt ttlt till) Ittt � • I ; t # I>. S�odlCpiii�Ig �I" rwll { i �)l ! "~`- -•.•.. - � s ; Slopes steeper than 6:1 that fall within the category established in 4 above, shall 10. Contractor to submit Erosion Control Plan tot Count En ineer and, # w Sidewa/k� = c - P P 9 ry j Y 9 - N� — 1 l £ { / , INp 8x�a4 t�`dr' no rial shall be stockpiled in such a manner as to direct runoff direct) additionally receive mulching of approximately 2 inches loose measure of mulch mat vial receive approval prior to the pre -construction meeting. I I # 9;. 1! tr{ ,i:r r t rf P Y Y 9 PP Y S`;r / - { 17 ? •I�•I, ? off /the; prgjoct a or into any adjacent water body or stormwater collection facility cut into the soil of the seeded area to a death of four inches •`" r t ! 1 Filter Fabric (In Conformance w/ Sec. 985 FDOT Spec.) Optional Post Positions 20.- 'o U Principal Post Position (Conted 20' Toward Flow) Filter Fabric Silt Flow V 1 t l ?' l 7 P • O Drtch = Ditch XI Elevation Section $' / r / / I I I ll Qay is r�r i 6. Temporary Grassing TYPE 111 S/LT FENCE / ' F1 �., a tr`dctbr shall provide FDOT type III silt fence around the perimeter of the 'r �` '{ i ; ; �v Ir t ' I / h, •' x he seeded or seeded and mulched area(s) shall be rolled and wateed- required to I J�•,��£tmnuumuuumnman mt I f' t '��ununuuuunuuunnuulinni.�` illllllllllllllllllllllillllil►IIIIIIIIIIII N.T.S. cl uof Mnn :area. t �4a�' ; rf •y� I assure optimum growing conditions for the establishment"ef•--a good grass cover. It { 1 Curb and Gutter Rock Bags or 5• If iJ £ i . fr :r I W. j ?I.C,�. Irr�'C,t£b ✓ "� •F X Synthetic Bales EROSION PROTECTION DETAILS I COMPLETED INLET DITCH BOTTOM INLET I{rle ., hct(c cfi gsins shall be protected with synthetic bales to conform to FDOT standards 7• Temporary Regrassing " I ! t I PER F.D.O.T. INDEX NO. 102 f ' 1m nt laden storm run until the com letion of al construction o erations that ( PROTECTION AROUND INLETS OR SIMILAR STRUCTURES N.T.s. P P If, ,after fourteen day, the temporary grassed areas have not attained a minimum of 75% r ? { { { . o. - j < ^• Note: Anchor boles with 2 stokes per bale I : ,f/jtri to \� ment to the iN.ol, goodsg ass cover, s pp' :> ` s� th#e are"ill be reworked and addi QA I seed applied sufficient to {.i , { establisff the desired! vege'tati*- cover. 0 20 40 X x �F' Xy.( X ' _X!' / �.. 80 J. i I f ? a, I b S 1 pv f f 1. t �� r SCALE: i - 40' � I I .9• �� ?C ..1sr i?r X t 71 l a I t ^^ � ( I I7 mil^ 1 6'• bi ? 7 i # • t r { { I { s r �•• !' t I f 1it s i;3)£ I t/? s•{ ii t {I �rx. �? X r! its i # fr { rr I ;s i #{ { � � irf _.-• ._ � .' € I �� — l -i- ! �'!.� o��^ rr ( t Q — f #t i �f r r 7 fl / ? • 1 s nit #j. /7 f . s if ,^ r{r fr f { f I { {. { r {` } f rf ` ? i I - .^"' p \ s {I f r rr t !' { `� L1J ~ t I I( f {. { { I iXs f� O I t I z (t l i 1 Q j [ I C57• ~ ~ �� n # X f t' j rr <� # r { �a� 17A u i,�� �„�,� �,, f`I - , I {f" i j f` f f rr s\ ' y 127 , v u j� _3� i i{fr 7{ ft sr iftr /`i� y a u �� ; l r ! _ { ? "S,, t f { j 1 fs X X j t t . '� <� '` , �*i'�,,• i'"�'` t 15.. "�• •```•., • O U 1 \ `h } -�-x €\ s ' VQEJy 9� I i UK�•i °' Ix ¢: •,- "a r;v _ r ^+1 �t,t r •� , t 2.r _ ,",, I r f f £ f { { r u 1 Cv, f r -�- ,d': r 1 (.i^F..::".. '�.'>,•3: - .; a.a r.+.e , d •. x ,' � �\ ,' { 1 s < 7 # { °•''N ¢� .1., ga. �� f j t f f <,`--'� ,� •. A:vY n r� L� �� i _"..' � I ' I ,af, r ./ ' .,,•Q o> • ,,.l • \.� � ,:;r. •r' t,, /' j� j� (....r'...' J ' t �?�y "'.:,'.- '�.... ' C� ,,C'x f•, rl i/T—r s i i f{ i. {? { � fx! � i ,e° r t ''•Y jjj� (p� ns� � ,-.; i �- f �,ll � U t iCi y i) �( � f� �`.k.•••��� ~� � �-- Y \ �''�" '��, { r € R jj� np �I ( 1 j ( � � 0 '1 ., �,,, Jrt`. � ) % �', / � ]�/" "`' ...•.„. .,. '-,,,. "` '^,.,,, "" y^,•,,'�"'^:`, ippL: { f 7 ' ' ( Il 0 I P Y p t (l� C.`•`,..? i fFr �•" / / � -' • ' \.,• ,' -h• ".,. ` .y...: \ I \ ? I # Fr,�� f# ?' ~�+-'G'`� -^.•. � � 7 Da 7 0 E0 ( 8 / 1 �j (7 1 8 8 ? i j {r; I . , ~� ' `� s' .d' INSTALL TEMPORARY XSILT {{ I >' •� M ? =! / (°X '�'� CONBARTRACTOR IER FENCE. t o,"IN, *l t c?J�' I � I I i # � ,h `;a I 'M = E ,� , SHALL ![ ;' j { J`jI ` / - I /` _ ! # ��• `� �., . O �lx \ �� MAINTAIN FOR DURATION t ��:_ ;` t � �,� # � ' � ... -' �� � I � 0 ��' I � � I � Q I I � � F s� � \ �. `` `*..`'Aj, •`" � 6ls-' CONSTRUCTION A&IVITY. .26 w 5 0 5 5 D 5 ( `. I U j I # r. > ` `� p ` `�� l jp£ pry fn+ gry 3 : 0 � I i ` . ' � f •? r # { # # { '�,.• ;_r I - U _ it U 9 �I �Tf"b,y, ` >: -�`— ' s ,; ' ,R s t .Sn NQ J� I C \ ••� `•.~' °' � ,C` ,/ it F.F. EL. 129.50 • # { g Ncri � % •� ����— .� � n .; rJ °, °.... .-:" ���I��� <.... •���e�� !'�f• i ;C c -., lr /,� CV t { ; f � {f .- �l .,/.•' {n� �•'' ° i- i' • i i F ? , i• � :. -.f � �;+ 1 I�`C ��, I �' � \`� '+ •.. 4,,, \ / � \ 'J , ''`'. 0 I CL � `� 9X OD (� ' ; X f,f N� I 6 II 6 I 6 I >< >< _ £ I i N f^ ot= 0 6 .:I �; I C 6 I d s v { I IkJ! w I I INSTALL FLOATING TURBIDITY BARRIER is --C q \- r^f? `� r X 8 8 0 I 8 9 �_/ 8 d Q el 8 ((1 , '1'•' - - ll { i C�. t Cam'`'` t d is Fr { `rT, =b, ^a ,(/� I ••S,, .,•,t"}p;,^: 7 /- 4 /' it �*;� 3f'� Cy I �I• I '^,.l „...•.•.•'�•• '1 .cY4/c �'n`?/C�•'; `I �, ,r'`� ! dx- yf C iC X t - X�} X f f' "• " i' /i�- �X t f I 4 '':�'�'/ .•^' �- _ "'-'T'- I I � € I f ( .,,r �, ��`n40- to in to'En inT. `I cl` €? t O 1 _•. ® o \ \ ° 3 i 3� I f % ^ F�J' A wf {'; r jj :' 4. ^'. '-. ..._......................F* ......... uu....�1 7F i� ,/ t" ^ 'A I.>.I {, f .,�. ..—II ................... ............C... Q Q......................- C Q w LT Q Q Q ,- 'i' �`� f } ? xfl T '......................... .............!` �% Q ................. V l f � 1 C%• t' :X i / # :�X 511 I ? f LEGEND 0,7 7eVfnyl Sheathed EAW Steel Cable �x,\ £ ? f x ,x (9800 Lbs. Breaking Strength) Kith Q` # ^ 12 Galvanized Connectors (Tool Fro lsconnect) i 'X Slotted PVC Connector Pipe X Closed Cell t Solid Ptastr foam Closed Cell Solid Plastic Foam Flotation (6' Dio. �Equiv.) (lb s. �', I £ ( )Metal Collar Reinforced) „ Per Ft. Buo anc) " �'' I I !'~ ! �- SlL T BARRIER FENCE Flotation (8 Did. Equiv.) (17 lbs. Buoyan I r Per Ft. Buoyancy) •- I I ; PROPOSED DRAINAGE FLOW NOTES: }� )C18 jEXISTING DRAINAGE FLOW ADDRESS: 1105 TOMYN ROAD, OCOEE, FLORIDA 1 ��- g Polypro RopeCl8 Oz. N lon Reinforced o' (600 lb. BreakingY Oz. Nylon Reinforced SITE LOCATION: SECTION 30, TOWNSHIP 22S, RANGE 28E PVC Fabric (300 psi Test) yyr+ PVC Fabric (300 psi Strength) Stress Plate Galvanized Chain 4tf Galvanized Chain- I I € /` I I i � f' / �' Test) With Lacing Grommets! f -NATURE OF ACTIVITY =CONSTRUCTION OF 78,870 S.F. OFFICE BUILDING {{ t 1 I — ... I ( -RECEIVING WATER BODY = NO DISCHARGE OR OU , f ' ( TYPE H TYPE ' TEAL TWO 100 YEAR BACK TO f' !BACK STORAGE) o Of =5' Std. (Single Panel For Depths 5' or Less). f oN I D2 =5' Std. (Additional Panel For Depths> 57. - 0 1 UrIffiffmTER PERMITTING = SJRWMD AND CITY OF OCOEE Curtain To Reach Bottom Up To Depths Of /0 Feet. � f •'' .'' �,F,,; '` ACREAGE BREAKDOWN: ? Two(2) Panels To Be Used For Depths Greater Than - - TEMPORARY DUMPSTERS SHALL BE PROVIDED ON -SITE FOR DEBRIS AND LITTER F Feet Unless Special Depth Curtains Specifically Called -TOTAL GROSS AREA = 272,525 S.F. (6 256 AC ) - PORTABLE FACILITIES WILL BE PROVIDED ON -SITE FOR SANITARY WASTE - NO FERTILIZERS, HERBICIDES AND/OR PESTICIDES ARE PROPOSED - NO TOXIC SUBSTANCES ARE PROPOSED - NO EXISTING WETLANDS ON -SITE - EXISTING SOIL TYPE: 80% ZOLFO FINE SANDS, 15% ONA FINE SANDS, 5% SMYRNA FINE SANDS - SEQUENCE OF CONSTRUCTION = PROJECT TO BE CONSTRUCTED IN A SINGLE PHASE - BMP = SEE THIS SHEET - PERMANENT STABILIZATION DESCRIPTION = ALL OPEN AREAS SHALL BE SODDED AND LANDSCAPED DATE or n e ans Or As Determined By The Engineer. NOTICE: COMPONENTS OF TYPES / AND ll MAY BE SIMILAR OR IDENTICAL TO PROPRIETARY DESIGNS. ANY INFRINGEMENT ON THE PROPRIETARY RIGHTS OF THE DESIGNER SHALL BE THE SOLE RESPONSIB/UTY OF THE USER. SUBSTITUTIONS FOR TYPES I AND l/ SHALL BE AS APPROVED BY THE ENGINEER. I t,4%�; ' FLOATING.TURBIDITY BARRIERS TURBID/ , ... RFVTSTONS /` ! NAME DATE � SNIL 12/07 TAWILL ENGINEERING, NG, INC. DESIGNED BY ® BY SNIL. 12/07 CIVIL ENGINEERING DESIGN CONSULTING • PERMITTING i13RAWN CHECKED BY ( FJT 12/67 I APPROVED BY I FJT 12/07 8606 BAY SHORE COVE • ORLANDO, FLORIDA 32836 RFVTSF,D BY CTTPCKFD BY I I CARD 11LL' NAMli 07-003C 15.dwg TELEPHONE (407) 903-9219 FAX (407) 903-9279 - RETENTION AREA = 1.47 AC. (PROPOSED) - AREA TO BE DISTURBED = 6.256 AC. STORMWATER POLLUTION PREVENTION PLAN PR°JECTN°. 07-003 DATE DIPLOMAT TOWER J r DECEMBER 2007 FARID J TA LL, P.E. SCALE FLORID I •. o. 8845 1" = 40' t(j " DA t SI TFAT pg CITY OF OCOEE ATE / FLORIDA' .._�m NAME DATE-� DESIGNED BY SML 12/07 t)RAWN 13Y SML 12/07 DIPLOMAT TOWER CONDITIONS OF APPROVAL (January 3, 2008) 1. The City of Ocoee is subject to the terms, provisions and restrictions of Florida Statutes, Chapter 163, concerning moratoria on the issuance of building permits under certain circumstances. The City has no lawful authority to exempt any private entity or itself from the application of such state legislation and nothing herein shall be construed as such an exemption. 2. This project shall be developed in a single phase. 3. The project will stand on its own with respect to public services (sewer, water, stormwater management, access and other related services). 4. Except as specifically noted on this Plan, development of this property shall be consistent with the requirements of the City of Ocoee Code. 5. Nothing herein shall be construed to waive any provision of the Land Development Code except to the extent expressly set forth on a waiver table or explicitly set out on the Plan. 6. This project shall comply with, adhere to, and not deviate from or otherwise conflict with any verbal or written promise or representation made by the Owncr/Applicant (or authorized agent thereof) to the City Commission at any public hearing where this project was considered for approval, where such promise or representation, whether oral or written, was relied upon by the City Commission in approving the project, could have reasonably been expected to have been relied upon by the City Commission in approving the project, or could have reasonably induced or otherwise influenced the City Commission to approve the project. For purposes of this Condition of Approval, a "promise" or "representation" shall be deemed to have been made to the City Commission by the Owner/Applicant (or authorized agent thereof) if it was expressly made to the City Commission at a public hearing where the project was considered for approval. 7. Any damage caused to any public streets as a result of the construction activities related to the project shall be promptly repaired by the Owner to the applicable governmental standards at the Owner's sole cost and expense. 8. There shall be no access from the property to any public streets except at the approved locations shown on the approved Final Site Plan. 9. All building pad elevations will exceed the 100-year flood plane by a minimum of two (2) feet. 10. The Developer is to protect and prevent any disturbance, siltation, or other construction within the wctland areas inside the 100-year flood elevation. Those areas are to be roped off during construction and silt fences installed to eliminate any possibility of disturbance in those areas during construction. 11. The Developer shall comply with all requirements of the City and other governmental entities with jurisdiction to protect the wetlands being preserved and to prevent any disturbance, siltation, or other construction below the natural wetland lines. Further, the areas below the natural wetland lines shall be fenced off (and silt fences shall be installed) during construction activities immediately adjacent to the wetlands, in order to minimize disturbances of the wetlands during construction. 12. Wetland and existing surface water impact for this property is regulated by St. Johns River Water Management District ("SJRWMD") and the Florida Department of Environmental Protection CTDEP"). General or Individual permits arc required from these agencies prior to commencement of construction. 13. All existing structures (including buildings, power lines, existing aerial and utility facilities) will be removed and/or terminated prior to or during construction of the development replacing those uses. 14. All legal instruments, including but not limited to, easement documents, shall be provided to the City for approval prior to Final Site Plan Approval. 15. Existing trees 8' or larger (other than citrus trees or 'trash' trees) located along proposed locations of buffer walls or road right-of-way lines will be preserved if at all possible, the buffer walls and roads will be designed around those trees to incorporate them into required landscape buffers and as street trees. 16. The existing grade will be maintained as much as possible to preserve existing protected trees. 17. Removal of existing protected trees will be limited to clearing road right-of-way and retention areas as detailed in the Final Site Plan. 18. 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. 19. No person shall undertake land clearing or the removal of any protected trees without first obtaining a permit from the Building Department. The removal of protected trees shall be minimized to the maximum extent possible and no authorization shall be granted to remove a tree if the Developer has failed to take reasonable measures to preserve the trees on site. 20. All cross access, utility and/or drainage casements shall be provided prior to or at the time of Final Site Plan approval. 21. All utilities including electrical, cable, TV, and telephone and including on -site existing overhead wires shall be placed underground. 22. A perpetual, non-exclusive access easement over all internal roadways and other paved areas is hereby granted in favor of the City of Ocoee and other applicable authorities for law enforcement, fire and other emergency services. The City may require that the owner execute an casement in recordable form with respect to the foregoing. 23. The Developer shall construct appropriate curb cuts to enable access ramps at all rights -of -way intersections (and other areas as reasonably required) in order to accommodate access to sidewalks and streets for persons who are in wheelchairs and other persons who are physically challenged, and otherwise comply with all Americans with Disabilities Act ("ADA") requirements. When sidewalks are constructed at certain corner locations, the sidewalks will be extended to the curb and the appropriate ramps will then be constructed. The Owner will be responsible for the continued maintenance of all streets and sidewalks in accordance will all ADA requirements that may now or hereinafter be applicable to the project. 24. Parking shall be provided in accordance with the City of Ocoee Land Development Code. 25. To the extent any lift stations are required on the property they, will be conveyed to the City at the time of platting. All such lift stations shall be fenced with black, vinyl chain -link fence, with posts and rails painted black, and shall be set back no less than 25' from any street. Such lift stations shall also be screened with hedge -type shrubbery, such as viburnum or ligustrum. 26. Each fire hydrant shall be painted OSHA yellow in color and a blue reflective marker shall be affixed to the street in the center of the lane closest to each hydrant. 27. All stormwatcr management ponds will be unfenced with maximum 5:1 side slopes into the pond. 28. All landscape areas will be irrigated and have automatic rain sensors. 29. Reclaimed water will be used for irrigation purposes. 30. The developer shall provide ingress, egress, and cross -access easements over and across all internal drives within project for the benefit of the adjacent properties to the east and west. If requested by the City, the Developer shall execute instruments granting these easements in such form as may be reasonably requested by the City. 31. At such time as the properties to the east and west develop, the Developer will enter into a joint access and shared maintenance agreement with the respective adjoining property owner for the "Future Joint Access" as shown on the Plan. This agreement shall be in such form as may be reasonably requested by the City so as to provide joint access from Northbrooke Boulevard as depicted on the plan. TAWILL ENGINEERING, INC. APPROVAL OF APP NDITIONS .. CIVIL ENGINEERING DESIGN • CONSULTING • PERMITTING DIPLOMAT TOWER CHECKED BY FJT 12/U7 APPROVIM) BY FJT 12/07 8606 BAY SHORE COVE - ORLANDO, FLORIDA 32836 DAT , RFVtStONS REWISFt) BY CHN.CKt:t) BY TELEPHONE (407) 903-9219 FAX (407) 903-9279 cnDDPILLNIIML I 07-003C16.dwg CITY OF OCOEE PROJECT NO. 07-003 DATE DECEMBER 200 FARID J. TAWILL, P.E. SCALE FLORID C. o. 8845 N.T.S. FLORIDA DATEv/ SHEET � OF 17 a PLANT LIST z COMMON NAME SIZE 857oEVERCREEN QTY. SYM. BOTANICAL NAME rx,vxw wo 0 20 40 80 (3 REQUIRED, %Rlffil—) 2-STRAND TIMS ED G CAL� ANIff GUA E ANNEALED WIRE SHADE TREES SCALE:1" 40' SOUTHERN MAGNOLIA 10'-12'X5; 3"-3.5" DBH; CONTAINER YES REINFORCED SLACK GARDEN HOW GENERAL LANDSCAPE NOTES 22 MG MAGNOLIA GRANDIFLORA ROOT BALL 58 QV QUERCUS VIRGINIANA LIVE OAK 10'-12'X5:; 3"-3.5" DBH; CONTAINER SEMI TREE PIT 1. ALL PLANTS TO BE FLORIDA NO. 1, OR BETTER AS OUTLINED UNDER 'GRADES AND 10'-12"X3; 3" CAL.; CONTAINER NO 8 TD TAXODIUM DISTICHUM BALD CYPRESS STANDARDS FOR NURSERY PLANTS, PART 1, 1963 AND PART 11, STATE OF FLORIDA 0 UP ULMUS PARVIFOLIA DRAKE ELM 10'-12$X5); 3"p-3.5" DBH; CONTAINER NO DEPARTMENT OF AGRICULTURE, TALLAHASSEE, FLORIDA, AND ANY AMENDMENTS THERETO. 2. ALL TREES AND PLANT MATERIAL SHALL BE PLANTED IN ACCORDANCE WITH THE UNDERSTORY/ORN AMEN TAL TREES SPECIFICATIONS DESCRIBED IN THE STATE DEPARTMENT OF AGRICULTURE AND CONSUMER 8'-10'X3';2"-2.5"DBH;MT; 3-4 (1") TRUNKS CONTAINER NO TREE STAKING DETAIL SERVICES, DIVISION OF FORESTRY, "TREE PROTECTION MANUAL FOR BUILDERS AND 47 L1 LAGERSTROEMIA INDICA CREPE MYRTLE 42 LJ LIGUSTRUM JAPONICUM TREE FORM 8'-10"X3';2'$-2.5"DBH;MT; 3-4 (1") TRUNKS CONTAINER YES DEVELOPERS", OCTOBER, 1980. 3. THE LANDSCAPE CONTRACTOR 19 IC. ILEX CASSINE DAHOON HOLLY 8'-10'X3";2"-2.5"DBH;MT; 3-4 (1") TRUNKS CONTAINER YES SHALL BE RESPONSIBLE FOR ALL MATERIALS AND ALL WORK AS CALLED FOR ON THE LANDSCAPE PLANS. THE LIST OF PLANT QUANTITIES ACCOMPANYING THE PLANS SHALL PALMS BE USED AS A GUIDE ONLY. IF A VARIATION OCCURS BETWEEN THE PLANS AND THE VARIES SEE PLAN MIN. 8'OA YES 2-STRANDGUAM REINFORCED BLACK GARDEN HOW PLANT LIST, THE PLANS SHALL CONTROL. 15 PM PHOENIX DACTYLIFERA MEDJOOL ANNEALEDG1AL7VM1ZV"RE "TH rALVANIZED STMEL'I'LIVOIBUCKLE 4. ALL TREES, SHRUBS AND GROUND COVERS SHALL BE PLANTED USING A SOIL MIXTURE 38 SR SYAGRUS ROMANZOFFIANA QUEEN PALM VARIES SEE PLAN MIN. 8'OA YES 45 45 PREPARED ACCORDINGLY (2/3 EXISTING SOIL, 1/3 PEAT), CHINESE FAN PALM VARIES (SEE PLAN) MIN. 8'OA YES WITE SURWY TAPE SErURE.Y FASIENED 12 LC LIVISTONIA CHINENSIS 5. THE LANDSCAPE CONTRACTOR SHALL INSURE ADEQUATE VERTICAL DRAINAGE IN ALL Sel SkUCM AGRIFMM FERTILIZER TAMM SHRUBS FINISH GRAM PLANT BEDS AND PLANTERS. VERTICAL DRILLING THROUGH ANY COMPACTED FILL TO PR PHOENIX ROEBELLINII NATIVE SOIL SHALL BE ACCOMPLISHED TO AID DRAINAGE. 12 ROEBELLIN11 PALM 5' OA; TRIPLE YES 20"X20 30 OC; MIN. 3 GAL YES 280 LCR LOROPETALUM CHINESE RUBRUM RAZZLEBERRI 6. ALL PLANT BEDS AND TREE WATERING BASINS SHALL BE TOP DRESSED WITH THREE SWEET VIBURNUM 241"X24"; 30" OC; MIN. 3 GAL. YES INCHES (3") OF SHREDDED CYPRESS MULCH. VO VIBURNUM ODORATISSIMUM - ur MIN. PLANTING SOL MIXTURE 850 7. NO TREES SHALL BE PLANTED CLOSER THAN 3 FEET (S) FROM THE EDGE OF PAVEMENT SWEET VIBURNUM 36y1X24 30" OC MIN. 7 GAL YES OVE BURLAP FROM TOP 175 V01 VIBURNUM ODORATISSIMUM TIOF ROOT OA"'L TO ALLOW ADEQUATE TREE TRUNK PROTECTION 20"X20"; 30 •OC; MIN. 3 GAL YES EXISTING SUBSOIL 330 RI RHAPHIOLEPIS INDICA INDIAN HAWTHORN WELL TAMPERED SENEATFI ROMALL LANDSCAPE CONTRACTOR SHALL BE WHOLLY RESPONSIBLE FOR STABILITY AND PLUMB 50 PX PHILODENDRON XANADU XANADU 20)$X20)); 30 OC; MIN. 3 GAL YES CONDITION OF ALL TREES AND SHALL BE LEGALLY LIABLE FOR ANY DAMAGE CAUSED TREE PLANTING DETAIL BY THE INSTABILITY OF ANY PLANT MATERIAL. GROUNDCOVER 9. ALL LAWN AREAS TO RECEIVE SOD SHALL BE DISKED FOUR(4) TO SIX(6) INCHES AND FULL GLS.; 24" OC YES 895 DT DIANELLA TASMANICA FLAX 91 D-47'5654" DRAGGED TO ESTABLISH A LEVEL FINISH GRADE. ALL DEBRIS TO BE REMOVED FROM 385 LEG LIRIOPE EVERGREEN GIANT BIG BLUE FULL GLS.; 24 0C YES R-340,00' THE SITE. STAR JASMINE 4 it POTS.; 18" OC YES 10. SOD SHALL BE FREE OF WEEDS AND PESTS. IT SHALL BE LAID EVENLY AND ROLLED, 1775 TJ TRACHELOSPERMUM JASM. AFRICAN IRIS FULL GLS.; 24 0C YES L= 284.53 WITH TIGHT FITTING JOINTS. THE SOD SHALL CONTAIN MOIST SOIL WHICH DOES NOT FALL I! f,300 DI DIETES IRIOIDES C=276.30' APART OR TEAR WHEN LIFTED. ALL AREAS NOT PAVED OR OTHERWISE LANDSCAPED SHOWN L I S 00v41' 6" E SHALL BE SODDED. SOD SHALL BE ST. AUGUSTINE 'FLORATAM). ?'S,0b`S`HAkL BE ST. AUGUSTINE 'FLORATAM'. —CB—CB 23'1721" �1. C;ANOf=*T' RE a. 13 14 11 8' T >C) 0 ALL LANDSCAPE AREAS TO BE IRRIGATED WITH AN AUTOMATIC UNDERGROUND SYSTEM, WITH 100% COVERAGE, BACKFLOW PREVENTOR, c3c RAIN SENSOR DEVICE. U.&TOR*r fREa. 19 IB DIRECT SPRAY HEADS AWAY FROM ANY NATURAL AREAS AND PAVED SURFACES. !25 12 0*7- uF 43" 'C�A 12. THE TREE CALIPER OF ALL TREES SPECIFIED ON THE PLANT LIST SHALL BE DBH—BREAST Ln J rV& 0*0 —FOUR (54) INCHES ABOVE THE SO HEIGHT."BREAST HEIGHT" IS DEFINED TO BE FIFTY < GROUND AT THE BASE OF TREE. Ln 0 13, LARGER CONTAINERS MAY BE WARRANTED TO MEET HEIGHT AND SPREAD T(% (3FOLU TO (o oir-r% V& -.-?A !I&, —A-L, ,_a A-7 T 2� � Z LU '174 J. 1 00 0 r REQUIREMENTS FOR THE PROPOSED PLANT MATERIAL LISTED. W 14c-v 0 ALL HARDWOOD TREES TO BE 10FROM ALL UTILITY LINES. ctnn L - --------- Lr_ T SAUCER 4 • vim T ID• MULCH P L L ---- -- -- -- 112 L • P 1 2 LC; all Jr�-w 0 i I " 1, 1 , I : %Ek ROOT BALL TJ HEX • 2 COMPACTED PLANTING MIX 7 7 8 I JI 0 7 8 FlIST14G TiRE-Esi ON SITE 25 (f= SHRUB PLJINTING DETAIL 1 LE 2 -,$ DT DT 25 11 T 75� D 90 U�f OU z L C, J, t 1 35 LC 5 qw-T _9 LJ 7 R-25.00' 35 TJ 00 3 D-47056'54" 200 27' 4 EDT —260.00' TJ R 3 5. FR (a V L:-- 217.5 8 5 75 '-)'4 8 w 10 10 N, C=211.29 Ll (LJ btle 2 2 2 CB=N 23*17'21" E L LJ DT I LJ \��2j/ 2 TJ 100/ 0A 0 -AIM z 0 N 4 OD SUM" FRONDS "TH CL 6 6 SUM" STRAPS C 6 6 6 (L L C L r�= z CeF 0 5U ING IDT 50 I I DT L I L I T o. 2 ( I Cc,; 75 SHOWN L'rfR:=Es 6 OWN t 1-,4 1 1 CIA11_40f=� IRE a. a a le;,C LF 25 29 T,. U.S 12 10 fREQ. 12 2E� P DT TJ 1. 2 M F NK).SNAIL FAIRKIN6z LOT DT 0 MINIMUM OWF3 TH PADDING AND rL I 'MUMI TEN ;; 25 METAL 0 PI S 2 1.712TU."IrCHEIA! L TJ 8 10 TJ f Tf;R:=E,5 ehOWN a 3J5 :P.5 CEe 04 1(55 T -)T)I MINIMUM 2' BANK MULCH L 15 AGRIFORM FERTILIZER LETS 9 o V MINIMUM SAUCER (I PER V CALIPER) U = 15 00, (!) rL I 'f6; FINISH GRADE L LJ IS' MAX 35 R-25,00' 000 2 10 LENGTH 2 '7=' S6. 2 7' X A IF aix i A 'b" 4 T- fff— BAWLL WITH I N /11 A MIME ErLW6N lmmfikl� • .; 1 .1 *�7t, 0" R POCKET& I *1101, *111, i h; =N114=11, I IY4-- EXISTING SUBSOIL CB—S 8 "e ROOT BALL 7*44'12 SCARIFY PIT BOTTOM PAI M PLANTING DETAIL F, Aqplw� '976 e . f, 4 AGRIFORM FERTILIZER TABLETS — FINISH GRADE AL MIX EXISTING SUB SOIL 2 L; M M SHOWN 1 1 L J ; I (!20 C,ANOI='TREQ.13 13 VO IC U.STOfRY IREQ. 21 21 Ll oe 15 Ravensdale Planning k, Design Land Planning - Landscape Architecture - Project Management - Expert 'Witness Z,�703 Greens Avenue, Winter Park, Florida 32709 (407) 647-1213 (407) 647-6359 FAX. PROJECT NO. NAME DATE L07-003ANDSCAPE PLAN DESIGNL'DBY SVM 12/07 TAWILL ENGINEERING, INC. CIVIL ENGINEERING DESIGN •- CONSULTING PERMITTING DATE DRAWN BY SVM 12/07 DIPLOMAT TOWER DECEMBER 200'7. CHECKED BY SVM 12/07 FARID J. TAWILL, P.E. SCALE FLORIDA LIC. No. 38845 1 40' APPROVED BY SVM 12/07 8606 BAY SHORE COVE ORLANDO, FLORIDA 32836 RHVISIONS RHVISH13 BY CHFCKH.13 BY CADD FILE NAME ()7-00.3Id0I.dw# TELEPHONE (407) 903-9219 FAX (407) 903-9279 CITY OF OCOEE FLORIDA DATE SIIFFT OF ADJUST THE IRRIGATION SYSTEM COMPONENTS AND EXISTING SYSTEM TO INSTALL ALL PIPING SHOWN 5ETWEEN SAME PIPE SIZES AS THAT PiPE SIZE. PROVIDE UNIFORM COVERAGE SIZED PIPE ! ASSURE THAT THE SYSTEM PROVIDES 100% COVERAGE OF ALL LANDSCAPE INSTALL PIPINGS DOWNSTREAM OF THE LAST MARKED PIPE AS 3/4" PIPE. MATERIALS INCLUDING SHRUBS, GROUND COVER, TREES AND TURF. ANY IRRIGATION ITEMS NORMALLY INSTALLED IN LANDSCAPE AREAS THAT ARE i ADJUST THE VERTICAL ORIENTATION OF SPRINKLERS ON SLOPES TO PROVIDE SHOWN OUTSIDE OF LANDSCAPE AREAS OR OUTSIDE OF THE PROPERTY LINES I ` UNIFORM COVERAGE OF THE SLOPED AREA. ARE SHOWN AS SUCH FOR GRAPHiC CLARITY ONLY. INSTALL THESE ITEMS INSIDE OF PROPERTY LINES AND IN LANDSCAPE AREAS. � '�, ► j q. { AFTER FINAL SYSTEM ADJUSTMENTS HAVE BEEN MADE, APPLY "SUPER GLUE" �-• 7 * � ; 5 ��' g `! ! •• THiS SYSTEM REQUIRES UP t0 50 CxPM At 55 PSI AT THE POINT OF CONNECTION. t,,� > / I E � Y `- ' TO ALL VARIABLE ARC NOZZLES TO AID IN KEEPING THE ADJUSMENT OF THE VERIFY GALLONAGE AND PRESSURE AND REPORT ANY DISCREPANCIES u E"``��, _ —.... /,• •_-._ _........ `i n , SPRAY. p0 NOT APPLY THE GLUE IN AREAS THAT MIGHT HINDER THE r _ t ��": ' {�� TO THE LANDSCAPE ARCHITECT 5EFORE COMMENCING WITH THE i _.^ __ _ ER _ - ; ' :`;; , `\ _�• ,, ;j, I` �, `? -� f € y „ ADJUSMENT OR MAINTENANCE OF ANY SPRINKLER INSTALLATION. .� .� -�• '��'.:�, ;. �� ._..-..::; _..r... ..._ _.... ...._�.,-....,....____.. -:::,- �,�'-',�.\;� Avg.( w.^.,_ ,`\:ti, ;I;�.y `"�i?. • ' IRRIGATION HEADS SHALL 5E LOCATED MINIMUM OF EIGHTEEN INCHES FROM PROVIDE PROOF TO THE LANDSCAPE ARCHITECT THAT ALL AVAILABLE `€•,i -- - --..>-...-•..-'-. _, ..._.....•_.._.�� .,, _> ,_.- � _.._..... - =� -' � ANY 5 ILDiNG. MAINTENANCE OR EACH OF THE PRODUCTS INCLUDED IN THIS INSTALLATION HAVE SEEN PROVIDED TO THE OWNER OR OWNER'S �" ~ IRRIGATION HEADS SHALL 5E DIRECTED AWAY FROM BUILDING AT ALL TIMES, • 0 15 30 60 ,i ,.-< i" .....,..,�. � �! '•:. t .. �• ...a_".... l� � �E,r 1� REPRESENTATIVE - SD THAT SPRAY DOES NOT HIT BUILDING. GENERAL NOTES (CONTINUED) " SCALE 1" = 30' 1 s �.,.tvL;:' ,:., .:; ' =/�. a { , „ = ANY EXISTING TREE ROOTS, WHEN ENCOUNTERED DURING INSTALLATION OF 1 ��„ _ _ '� ...... ._......�:;�:::�::•:..,�..:�.�..�..�. �.'�..� �,..�J-€'L',� ... ES, SHALL BE CUT OFF EVENLY WITH CLEAN SHARP PRUNING COOLS UTILItl 15 30 60 '., b � O ~�" � _._`� ...-.-. ....... '-�--�-.:-----..=-:: ...�` .. __ \ .' � '" •` �'"`�� AND COVERED WITH SOiL AS SOON AS POSSIBLE TO REDUCE DEHYDRATION. 0 �\,► '' �. ~ :rr� ;... r -___ _.1,I THE CONTRALTO O 0 - R/DEVEL PER SHALL MINIMIZE THE DAMAGE TO EXISTING 4 % - t f' % t a ,# mot'=' „ �: f TREE ROOT SYSTEMS. SCALE 1 " - � r • > �' 30 " c 1-1l2" - D-2a — r { / : INSTALL SPRINKLERS SPACED 10' TO 12' AS 12' SPRAY HEADS. ku1 �� �yy rr ASSURE THAT BACKPLOW PREVENTION AS REQUIRED 5Y CODE IS INSTALLED INSTALL SPRINKLERS SPACED Of t0 10' AS 10' SPRAY HEADS. ✓ f �`%;' 1 • • �" - ' 1-1{2'r `- ON HE IRRIGATION SYSTEM AND THE POTABLE FEED t0 THE PROPERTY. INSTALL SPRINKLERS SPACED LESS THAN S' AS S' SPRAY H EXCEPT Orr 1-1/2" OTHERWISE E PLANS.HEADS E EP7 WH SHOWN AS S �,`%�'�,,#''�" • '•'�F�i\`'`" -23 •,.. �` �• _M .. •-�".••.. ... -- ..... `"`-'• :�,,�`••. INCLUDING PURPLE PiPE, INSTALL VARIABLE ARC NOZZLES WHERE THE USE OF CHOSE NOZZLES =', ,. `:- F,r ,, k�#'� �" , : �'-� ._..r~•••--. __.-....�-...:......�\.�,....� .-.x . •' \;', .. .............. ' #, ' ...-. _...�--.,......r... •� NOZZLES, 50X COVERS, ESE SYSTEM ~ O HARpSCAPE/SUILDINGS. ~ ~. WILL REDUCE OR ELIMINATE OVERSPRAY ONTO �?. r\,� :f,�� r .�� ~r.� ~. —�`��:,• n ~• �---- NO iN NOTES r-- _�,/; " — , . F.� GENERAL NOTE ZZL G � Z . _ y 2. 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No. 38845 1" = 30' APPROVED BY FJT 12/07 _ 8606 BAY SHORE COVE • ORLANDO, FLORIDA 32836 07-0031110'Lfivg TELEPHONE (407) 903-9219 FAX (407) 903-9279 1 3 DATF, REVISIONS RN,VISh;D BY CHI-:CKHI7 BY C:ADDFILE NAML SHEET OF OCOEE FLORIDA � DATE sEET of = PURPLE NOZZLE (PURPLE FOR REUSE) RAINBIRD 1812 SAM-PRS SPRINKLER FINISH GRADE. PED-DD16 PEDESTAL CABINET PEDESTAL MOUNTING HEX NUTS I=I I I=I I MI I E= ;=I I I-) I=I (=I CONCRETE 1=III-III=III= III-III-III=i PAD IS TO BE 18" X 24" X 6" DEEP MAIN SUPPLY, LATERAL MAIN SUPPLY PVC LATERAL WIRING�=III=III- AND WIRING I=III= =III=) LEGEND PEDESTAL MOUNTING SCREW O Rain Bird 1804 w/ 5Q PCS-010 SWEEP ELBOW FOR WIRING TO ZONE VALVES ° I °X °X N �}- N N � _N _N e Rain Bird 1806 w/ 10H MPR Plastic nozzle ELBOW POWER WIRES ��� N SWEEP OW FOR WIRING N ® Rain Bird 1806 w/ 10Q MPR Plastic nozzle (MIN. 24' DEEP) IDENTIFIER TAPE ( ) SIDE INLET DO NOT USE ® Rain Bird 1806 w/ 12F MPR Plastic nozzle PEDESTAL MOUNTING TEMPLATE MAINLINE I IDENTIFIER TAPE _ 1/2" MARLEX STREET ELL. ® Rain Bird 1806 w/ 12H MPR Plastic nozzle '� .. 1/2" MARLEX STREET ELL ® Rain Bird 1806 w/ 12TT MPR Plastic nozzle NOTE: CONNECT CONTROLLER GROUND IDENTIFIER TAPE ® Rain Bird 1B06 wl 15EST MPR Plastic nozzle TO A GROUNDING ELEMENT WITH A 1/2"x 8" PVC SCH. 80 NIPPLE. MAXIMUM RESISTANCE AS IDENTIFIER TAPE 0 Rain Bird 1806 w/15H MPR Plastic nozzle RECOMMENDED BYTHE CONTROLLER 1/2" MARLEX STREET ELL. Rain Bird 1806 w/ 15Q MPR Plastic nozzle MANUFACTURER AND NOT o MORE THAN 10 OHMS ® Rain Bird 1BOB w/ 15SST MPR Plastic nozzle V - ALL PLASTIC PIPING PVC LATERAL LINE. ® Rain Bird 1806 w! 8H MPR Plastic nozzle WIRE PER LOCAL CODES ALL MAIN SUPPLY LINES TO BE TO BE SNAKED IN TAPE & BUNDLE INSTALLED IN ACCORDANCE WITH TRENCHES AS SHOWN ® Rain Bird 1812 w/ 10F MPR Plastic nozzle INSTALL RAIN SWITCH IN LOCATION WIRING AT 10' INTERVALS MANUR INSTALLATION SPECIFICATIONS NOTE : CONTRACTOR MAY, AT HIS OPTION, INSTAL. A B Rain Bird 1812 w/ 10H MPR Plastic nozzle IN THE WEATHER PIECE (22" OR LONGER) OF "FUNNY PIPE" (VIRGIN INSTALL A MINI -CLICK POLYETHELENE) AND 2 BARB X THREAD ADAPTERS IN ® Rain Bird 1812 w/ 10Q MPR Plastic nozzle RAIN SWITCH AND WIRE PVC SCH. 80 TEE LIEU OF THE SWING JOINT SHOWN. ® Rain Bird 1812 w/ 12F MPR Plastic nozzle INTO THE COMMON WIRE NO "FLEX PVC" WILL BE ALLOWED. ® Rain Bird 1812 w/ 12H MPR Plastic nozzle i ® Rain Bird 1612 w! 12Q MPR Plastic nozzle 040 12" SPRAY HEAD AT GRADE DETAIL Rain Bird1812w112TQMPRPlasticnozzle 040 PEDESTAL MOUNT CONTROLLER INSTALLATION 01R�0 PIPE AND WIRE TRENCH CONFIGURATION SCALE: N.T.S. ® Rain Bird 1812 w/ 15CST MPR Plastic nozzle SCALE: N.T.S. SCALE: N.T.S. ® Rain Bird 1812 w/ 15EST MPR Plastic nozzle FMI Rain Bird 1812 w/ 15H MPR Plastic nozzle O Rain Bird 1812 w/ 15Q MPR Plastic nozzle ® Rain Bird 1812 w/ 15SST MPR Plastic nozzle Rain Bird 1812 w/ 15T MPR Plastic nozzle O Rain Bird 1812 w/ 15717 MPR Plastic nozzle e Rain BIM 1812 w/ 8H MPR Plastic nozzle ® Rain Bird 1812 w/ 8Q MPR Plastic nozzle LOCKING VALVE BOX ® Rain Bird 5006 Plus PC SAM w/ 1.OLA Nozzle G- �- (PURPLE UD FOR REUSE) ® Rain Bird 5006 Plus PC SAM w/ 1.5 RC Nozzle EQ• EQ• EQ. EQ. EQ•—f M N. 36" ITNISHED GRADE >' ROADWAY Rain Bird 5006 Plus PC SAM w/ 3.0 RC Nozzle — — 0 o ALIGN EDGE OF VALVE BOX PARALLEL FROM CURB � � -) I I -I . ' I I i,,A DBY CONNECTORS ® TO PLANT ROW, TYP. ® Rain Bird 1402 Bubbler - 0.5 GPM 7' ® Rain Bird PESB R PRS 1-1/2"ValveW%— _ CAP (UNGLUED) N EXPANSION COIL n PAINTED LAVENDER — O (I --II /. Is IRRIGATION VALVE BOX IF RECLAIMED ELECTRICAL VALVE Point -of -Connection 4" MIN. 30 �I — 3HRUB/GROUNDCOVER PLANTING AREA 45 I I —II Rain Bird ESP-MC32 controller w/ PED-DD16 PLANT LOCATION (TRIANGULAR SPACING OR ABOVE GRADE] 45 DEG. TREADED ELBOW FD Pedestal & Mini-Clik Rain Switch SINGLE ROW SPACING) , „ I 6' GRAVEL BASE :lass 200 PVC Zone Pipe Routing NOTE: INSTAL_ A BRICK UNDER EACH CORNER OF THE VALVE BOX _2.5 inch CL 200 PVC Main Line Routing VERIFY ALL VALVE BOX LOCATIONS MIN, 2e TO LATERAL LINE larimpiamSchedule 40 PVC Sleeve Location 45 DEG. TREADED ELBOW WITH LANDSCAPE ARCHITECT BELOW GRADE _ — I I— I I— ( I— I I— I — (NOT SHOWN) J�TEE I ELBOW (UNGLUED) \� -� _ -MA NONE X # Valve Programing, Nominal ( `}• I —� �--- #-# GROUPINGS IN SHRUB/GROUNDCOVER CONDITIONS - �� Gallonage and Size PLACE CONTROL WIRES UNDER NO VALVE BOXES ARE ALLOWED IN TURF AREAS. PIPING, WHERE POSSIBLE SCH. 40 PVC SLEEVE PIPE NOTE: ALL VALVE BOXES SHALL BE MARKED WITH THE CHRISTY I.D. TAGS OR ACCEPTABLE SUBSTITUTION 1 LEGEND SCALE: N.T.S. ®R�0& SCALE: N.T.S.' TYPICAL VALVE BOX GROUPING 6 SLEEVE DETIAL R-� N.T.S. 040 ZONE VALVE INSTALLATION SCALE: N.T.S. WALL OR STRUCTURE PURPLE NOZZLE I (PURPLE FOR REUSE) PURPLE POP-UP ROTOR OR SPRAY HEAD NOZZLE RAINBIRD 1806 SAM-PRS SPRINKLER j NOTE: INSTALL TOP OF HEAD (THIS IS NOT TO INCLUDE POP-UP PORTION) w TO MATCH SURROUNDING PLANT MATERIAL, SEE LANDSCAPE PLANS AND r--12 MIN.• PLANT UST FINISH GRADE. / PURPLE NOZZLE / SIDE INLET (DO NOT USE) ROTOR POP-UP HEAD ~ w " / Q t- j= 1=1 I I -III -I I I� =LI 1=1 I I-III-1 2FLUSH WITH GRADE & / :' -•- -)Ili -) 11=1=1i 1=1 I I-1 11= MIN. FROM HARDSCAPE t"INISH GRADE. � � � -�. TWO (2) STAINLESS STEEL HOSE CLAMPS IJ < 1 2 MARL LAJ w z 1' / EX STREET ELL. cn , / , „ _ _ PVC SCH. 40 RISER BOTTOM 1 _ _ 2 UNPAINTED 1/2" ON SPRAYS 3/4 € ! to � to , w - — I — —:I I — u - - / ON ROTORS •l=E I`��''`'` `^".,.. I�= ��". I�' € II I IIIII i 11111 I II E II!lI1Il i IIIII i II � Ir i 11-I I 1/2 MARLEX STREET ELL. 1-III II- II II�`III-Iil'1'1 w 11=11 ~T' <` =1 I 1T = 3/4" MARLEX STREET ELL. j a ¢ 0� w w - [1- 17I w / > CL MULCH \ - THRUST BLOCKS ARE TO BE CONSTRUCTED WITH 3,000 PSI CONCRETE AT 1/2 x 8 PVC SCH. 80 NIPPLE. 3/4 MARLEX STREET ELL. / \ 48 HRS. STEEL REINFORCING RODS WILL BE REQUIRED IF SURROUNDING SOIL / HAS A BEARING VALUE OF LESS THAN 2,000 PSF. THRUST BLOCKS „ 3/4 x 6 PVC SCH. 80 NIPPLE. / ..-1 I ILL......... REQUIRED AT ALL FITTINGS AND DIRECTION CHANGES ON MAIN LINES AND 1/2 MARLEX STREET ELL. w w /.,_, - II -I II- w w / 1-III _ , I I LEi I I=j SEE ENLARGMENT BELOW � o 0 _ AU_ PIPING T 2 AND LARGER. NOTE THRUST BLOCK LOCATIONS ON AS -BUILT DRAWINGS 3/4 MARLEX STREET ELL 1' X 1" STEEL 24" DEPTH 1 _ I I --I i I- -i 3 f t-^-III 3 1 7 -t F I- W'I 1511 I-�I I I=I � I' PVC LATERAL LINE. ' I � I I L ANGLE, o_ � _ PVC LATERAL LINE. I ¢ LL I "•�° — 1 I '— ''' """' ':. •"� � " • °`�-�';.- I=...,._ �e�`•`� �;<" .�:::`.�.;;.::y�,;;�m NOTE : CONTRACTOR MAY. AT HIS OPTION, INSTALL A NOTE : CONTRACTOR MAY, AT HIS OPTION, INSTALL A SEE DETAIL ABOVE �'' � ^ PIECE (22" OR LONGER) OF "FUNNY PIPE" (VIRGIN PIECE (22" OR LONGER) OF "FUNNY PIPE' (VIRGIN _ o_ o= o 0 ;:::,.._;.. :: ' `'." •: �• ' ::;4; <' <.Y,;, POLYETHELENE) AND 2 BARB X THREAD ADAPTERS IN POLYETHELENE) AND 2 BARB X THREAD ADAPTERS IN o U PV � SCH. 80 TEE LIEU OF THE SWING JOINT SHOWN. Q PVC SCH. 80 TEE LIEU OF THE SWING JOINT SHOWN. PVC SCH, 80 ELBOW f- I--I Iwo (2) Slur i LS LATERIAL LINE " NO "FLEX PVC" WILL BE ALLOWED. NO FLEX PVC WILL BE ALLOWED. N PVC SCH. 80 NIPPLE, POSITION RISER AT 45' ANGLE 3/4' DIA , MAX 18' LENGTH PVC TEE W/THREADED REDUCER CONNECTION a 8 THRUST BLOCK CONFIGURATIONS 0?0 6" SPRAY HEAD AT GRADE DETAIL 10 ROTOR AT GRADE TO LATERAL DETAIL 11 SPRAY HEAD ON RISER DETAIL R-Q SCALE: N.T.S. SCALE: N.T.S. R-Q SCALE: N.T.S. • R-Q SCALE: N.T.S. � 0 � I NAME, DATE PROJECT NO. DESIGNED BY SML 2/07 TAWILL ENGINEERING, INC. IRRIGATION LEGEND AND DETAILS 07-003 DRAWN L3Y sML is/o� CIVIL ENGINEERING DESIGN • CONSULTING • PERMITTING DATE I� DIPLOMAT TOWER MARCH 2O08 CIiECKEDBY EJT a;2i07 FARID J. TAWILL, P.E. SCALH FLORIDA LIC. No. 38845 N.T.S. APPROVED 13Y EJT 116i07 8606 BAY SHORE COVE • ORLANDO, FLORIDA 32836 .I DATE REVISIONS RLVLSL+ULiY cLLLcxLDLSY CADDFILE NAME 07-003rR0`i.dwg TELEPHONE (407) 903-9219 • FAX (407) 903-9279 _ „DATE, SHEET r• o CITE' OF OCOEE FLORIDA PART 1 - GENERAL DESCRIPTION FURNISH ALL MATERIALS, LABOR, EQUIPMENT, TOOLS, AND TRANSPORTATION, UNLESS OTHERWISE SPECIFIED, NECESSARY TO PROVIDE AN AUTOMATIC IRRIGATION SYSTEM FOR LANDSCAPE PLANT MATERIALS AND TURF AND MULCH AREAS. APPLICABLE STANDARDS AMERICAN SOCIETY OF AGRICULTURAL ENGINEERS S376.1, "DESIGN, INSTALLATION AND PERFORMANCE OF UNDERGROUND, THERMOPLASTIC IRRIGATION PIPELINES." ASTM D2774, "UNDERGROUND INSTALLATION OF THERMOPLASTIC PRESSURE PIPING." ASTM D1785, POLY (VINYL CHLORIDE) (PVC) PLASTIC PIPE, SCHEDULES 40, 80, AND 120. ASTM D2241 POLY (VINYL CHLORIDE) (PVC) PLASTIC PIPE (SDR—PR). SUBSTITUTIONS WHEREVER BRAND NAMES ARE USED IN THESE SPECIFICATIONS, USE ONLY THE BRAND SPECIFIED. MAKE NO SUBSTITUTIONS AS A PART OF THIS BID PACKAGE. PART 2 - MATERIALS NON —PRESSURE LATERAL PIPE FURNISH ALL UNDERGROUND PIPING AS PVC EXCEPT FOR THE FLEXIBLE POLYETHYLENE (POLY PIPE) PIPING THAT IS TO BE USED BETWEEN THE LATERALS AND SPRINKLER HEADS. ALL PVC PIPE SHALL BE CL 160 (SDR 26) PVC OR BETTER. (PURPLE PIPE) SLEEVE ALL PIPING UNDER PAVEMENT AND SIDEWALKS IN PVC SLEEVES. SIZE EACH SLEEVE AT LEAST TWICE (2X) THE SIZE OF THE PIPE BEING ROUTED THROUGH IT. INSTALL EACH CONTROL WIRE SLEEVE OF SUFFICIENT SIZE FOR THE REQUIRED NUMBER OF WIRES BEING ROUTED THROUGH IT UNDER THE AREA SPECIFIED. CONSULT WITH THE OWNER OR OWNER'S REPRESENTATIVE FOR THE LOCATION, DEPTH, NUMBER AND SIZE OF ANY AVAILABLE EXISTING SLEEVES. INSTALL ALL ABOVE GROUND PIPE AS D.I.P. OR GALVANIZED PIPE. PAINT ALL ABOVE GROUND PIPE PURPLE TO DENOTE REUSE WATER. FURNISH FLEXIBLE POLYETHYLENE PIPE (POLY PIPE) AS VIRGIN POLYETHYLENE PIPE WITH A MINIMUM OF 5/8" INSIDE DIAMETER IN INDIVIDUAL LENGTHS OF AT LEAST 22" PER PIECE IN ACCORDANCE WITH THE CONSTRUCTION DOCUMENTS. PRESSURIZED MAIN LINE PIPE POLYVINYL CHLORIDE (PVC) PIPE, CLASS 200 GASKETED, AS MANUFACTURED BY JOHN MANSVILLE, WORLD OF PLASTICS, OR APPROVED EQUAL, WILL BE USED ON ALL CONSTANTLY PRESSURIZED MAINLINE UPSTREAM OF INDIVIDUAL ZONE VALVES. PIPE SHALL BE STANDARD DIMENSION RATIO (SDR) 21 OR BETTER CONFORMING TO ASTM D2241 AND ASTM D1784. (PURPLE PIPE) PIPE FITTINGS FOR PVC ZONE PIPE, USE SCHEDULE 40, SOLVENT WELD FITTINGS, MANUFACTURED FROM PVC 12454—B COMPOUND AND TESTED IN ACCORDANCE WITH ASTM D2466, EXCEPT FOR THREADED FITTINGS. FOR THREADED APPLICATIONS, USE SCHEDULE 80 FITTINGS MANUFACTURED FROM PVC 12454— B COMPOUND AND TESTED IN ACCORDANCE WITH ASTM D2467. FOR PRESSURIZED MAINLINE ALL FITTINGS TO BE HARCO D.I.P. GASKETED FITTINGS. CONNECT ALL "POLY PIPE" AND RISER ASSEMBLIES TO THE IRRIGATION PIPELINE WITH A SCHEDULE 40 TEE, AS DESCRIBED ABOVE. USE SCHEDULE 80 THREADED FITTINGS WHERE THREADED FITTINGS ARE NEEDED: TYPE I, GRADE I, ASTM D 2464, AND ASTM F 437 FOR PRESSURE PIPE. ALL FITTINGS SHALL BEAR THE MANUFACTURER'S NAME OR TRADEMARK, MATERIAL DESIGNATION, SIZE, AND APPLICABLE I.P.S. SCHEDULE. SOLVENT CEMENT AND PRIMER USE A MEDIUM OR HEAVY BODY GRAY SOLVENT CEMENT MANUFACTURED IN ACCORDANCE WITH ASTM D2564 AND PRIMER MANUFACTURED IN ACCORDANCE WITH ASTM F656. SPRINKLERS USE RAINBIRD 1806 SERIES 6" POP—UP SPRINKLERS WITH APPROPRIATE NOZZLES AND SCREENS FOR ALL TURF SPRAY HEAD APPLICATIONS. (PURPLE NOZZLES) USE RAINBIRD 1812 SERIES 12" POP—UP SPRINKLERS WITH APPROPRIATE NOZZLES AND SCREENS FOR ALL SHRUB SPRAY HEAD APPLICATIONS. (PURPLE NOZZLES) USE RAINBIRD 5006 SERIES POP—UP SPRINKLERS WITH APPROPRIATE NOZZLES AND SCREENS FOR ALL TURF ROTOR HEAD APPLICATIONS. (PURPLE NOZZLES) USE RAINBIRD 1400 SERIES BUBBLERS FOR ALL TREE BUBBLER APPLICATIONS. O6PECIFICA710N5 NOiE9 ELECTRIC VALVES USE RAINBIRD PGA SERIES ELECTRIC VALVES FOR ALL APPLICATIONS. INSTALL PRESSURE REGULATION FOR ALL APPLICATIONS. CONTROLLER USE a RAIN BIRD ESP—MC-40 SERIES CONTROLLER FOR THIS SYSTEM. WIRE USE U.F. WIRE APPROVED FOR DIRECT BURIAL UNDERGROUND FOR ALL 24 VAC APPLICATIONS. USE RED #12 AWG WIRE FOR ALL VALVE POWER WIRES. USE WHITE #12 AWG WIRE FOR ALL VALVE COMMON WIRES. USE BLACK #12 AWG WIRE FOR ALL SPARE WIRES. VALVE BOXES USE AMETEK, CARSON OR EQUAL (12" X 18") RECTANGULAR VALVE BOXES FOR ALL APPLICATIONS. (PURPLE LIDS) INSTALL A BRICK UNDER EACH CORNER OF THE VALVE BOX FOR STABILITY POINT OF CONNECTION CONNECT TO THE REUSE STUB —OUT BY OTHERS FOR THE POINT OF CONNECTION. ASSURE THAT 50 GPM 0 55 PSI IS AVAILABLE AT THE POC. SLEEVING COORDINATE THE INSTALLATION OF THE SLEEVING WITH THE OWNER'S REPRESENTATIVE AND THE GENERAL CONTRACTOR. THIS PROCESS WILL BE THE FIRST RESPONSIBIUTY AND WILL OCCUR BEFORE THE REST OF THE SYSTEM CONSTRUCTION OCCURS. SPLICING MATERIALS USE DBY SPLICE KITS FOR ALL UNDERGROUND WIRE SPLICING APPLICATIONS MATERIAL QUANTITIES VERIFY ALL MATERIAL QUANTITIES BEFORE BIDDING. TESTING MATERIALS PROVIDE ALL MATERIALS NECESSARY FOR THE TESTING OF THE SYSTEM, INCLUDING PUMPS, GENERATORS, HOSES, PIPING, FITTINGS, ETC. ASSURE THAT ALL ITEMS FOR TESTING ARE IN A SAFE AND ACCEPTABLE OPERATING CONDITION. PART 3 - EXECUTION A. GENERAL INSTALL PVC PIPE IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. REVIEW CONSTRUCTION PLANS WITH THE OWNER OR OWNER'S REPRESENTATIVE BEFORE ANY WORK BEGINS. THE CONTRACTOR SHALL CONTACT THE LANDSCAPE ARCHITECT/OWNER PRIOR TO INSTALLATION IF THERE IS ANY DOUBT AS TO HEAD LINE OR ZONE PLACEMENT. INSPECT THE CONSTRUCTION SITE BEFORE ANY WORK BEGINS AND FLAG LOCATIONS OF MAINLINE PIPE, SLEEVES, HEADS AND VALVES FOR REVIEW BY THE LANDSCAPE ARCHITECT/OWNER. FLAGS SHALL BE CLEARLY MARKED OR COLORED TO DESIGNATE THE TYPE OF EQUIPMENT TO BE INSTALLED AT THAT POINT. INSTALLATION SHALL NOT COMMENCE UNTIL THE STAKING/ FLAGGING HAS BEEN APPROVED. COORDINATE THE INSTALLATION OF THE IRRIGATION SYSTEM WITH THE LANDSCAPE CONTRACTOR TO PROVIDE FOR CORRECT APPLICATION OF WATER TO THE PLANT MATERIAL. PIPE TRENCH CONSTRUCTION PROVIDE FOR A MINIMUM DEPTH OF COVER OF 18" FOR ALL MAIN LINE PIPE AND 12" OF COVER FOR ALL ZONE PIPE AS MEASURED FROM FINISHED GRADE. PROVIDE THE MINIMUM DEPTH OF COVER, AS SPECIFIED ABOVE, OVER THE TOP OF THE PIPE BEFORE THE TRENCH IS WHEEL —LOADED. BACK FILL PROVIDE INITIAL BACK FILL MATERIAL THAT IS FINE—GRAINED MATERIAL FREE FROM COMPACTED EARTH GREATER THAN TWO INCHES IN DIAMETER, ROCKS, OR STONES. TAMP THE BACK FILL IN LAYERS NOT TO EXCEED SIX INCHES. LIFT AND COMPACT FIRMLY AROUND THE PIPE AND UP TO AT LEAST SIX INCHES ABOVE THE TOP OF THE PIPE. SUFFICIENTLY MOISTEN THE BACK FILL TO PERMIT THOROUGH COMPACTION UNDER AND ON EACH SIDE OF THE PIPE TO PROVIDE SUPPORT FREE FROM VOIDS. AVOID DEFORMING, DISPLACING, OR DAMAGING PIPE DURING THIS PHASE OF THE OPERATION. ASSURE THAT WHEN FINISHED, THE SOIL COMPACTION EQUALS THE ORIGINAL CONDITION. FITTING AND PIPE CONNECTIONS SQUARE CUT, CLEAN AND PRIME ALL JOINTS BEFORE CEMENTING. FULLY ENGAGE ALL JOINTS WHILE CEMENTING. PVC FITTINGS — MAKE ALL SOLVENT WELD JOINTS IN ACCORDANCE WITH ASTM 1)2855. PRIME ALL FITTINGS WITH PURPLE PRIMER BEFORE MAKING SOLVENT WELD CONNECTIONS. ALLOW SOLVENT WELDED JOINTS AT LEAST ONE (1) HOUR TO SET UP BEFORE MOVING OR HANDLING. DO NOT PERMIT WATER IN THE PIPE FOR AT LEAST TWENTY—FOUR HOURS AFTER MAKING A SOLVENT WELD ON THAT PIPE UNLESS RECOMMENDED OTHERWISE BY THE SOLVENT CEMENT MANUFACTURER. SEAL ALL THREADED PVC FITTINGS WITH LIQUID TEFLON EXCEPT SPRINKLER HEADS, ELECTRIC VALVE CONNECTIONS AND SWING JOINTS. INSTALL ALL OF THESE EXCEPTIONS USING ONE INCH TEFL N TAPE. FLUSHING PIPELINES FLUSH ALL PIPELINES BEFORE SPRINKLERS ARE INSTALLED. MAINTAIN A MINIM M PIPE VELOCITY OF THREE FEET PER SECOND AND FLUSH FOR A MINIM M TIME OF: T = ZL/3 WHERE T = TIME IN SECONDS & L = PIPE LENGTH IN FEET FROM INLET POINT TO MOST DISTANT POINT IN PIPELINE. INSTALLING ELECTRIC VALVE CONTROL WIRING INSTALL WIRING IN THE SAME TRENCH AND. ALONG THE SAME ROUTE AS, AND UNDEIRNEATH THE MAIN LINE EXCEPT IN LOCATIONS WHERE THE WIRE WILL PASS UNDER PAVING. AT THOSE LOCATIONS INSTALL THE WIRE INSIDE OF A PVC SLEEVE. INSTALL CONTROL WIRING THROUGH WALLS, FLOORS, AND SLABS IN PVC �LEEVES. INSTALL (2) EXTRA WIRES POWER FROM EACH CONTROLLER TO THE FARTHEST VALVE IN EACH DIRECTION OPERATED BY THAT CONTROLLER. TAPE WIRING TOGETHER AT INTERVALS OF TEN FEET, USING 1 /4 INCH FIBER REINFORCED TAPE. USE 4 CONTINUOUS WIRE BETWEEN THE CONTROLLER AND VALVE. MAKE AN EXPANSION LOOP OF A MINIMUM 12 INCHES DIAMETER AT EACH WIRE CONNECTION. PROVIDE EXPANSION COILS OF WIRE AT NO MORE THAN 100 FOOT11INTERVALS AND AT EACH DIRECTION CHANGE IN THE WIRE ROUTING. ATTACH PERMANENT MARKINGS AT EACH END OF EACH WIRE TO IDENTIFY IT BY VALVE NUMBER. PROVIIDE A SEPARATE POWER WIRE FOR EACH CONTROL VALVE. AUTOMATIC CONTROLLER INSTALLATION LOCATION — VERIFY LOCATION WITH OWNER OR OWNER'S REPRESENTATIVE BEFORI, E INSTALLATION. VERIFY THAT SUFFICIENT SLEEVING EXISTS TO ALLOW ROUTING OF THE VALVE WIRING FROM THE CONTROLLER TO EACH VALVE. VALVE INSTALLATION INSTAL ALL AUTOMATIC ZONE VALVES AND GATE VALVES IN VALVE BOXES. NUMB R EACH ZONE VALVE BOX ON THE UNDERSIDE AND TOPSIDE OF EACH VALVE BOX COVER WITH BLACK WATERPROOF MARKER FOR REFERENCE. i INSTALL ANY MAIN LINE ISOLATION VALVES AND QUICK COUPLING VALVES IN VALVE BOXES. INSTALLATION OF ROTARY SPRINKLERS AND SPRAY HEADS. INSTALLATION SCHEDULE — INSTALL SPRAY HEADS AFTER THE SPRINKLER BODY ASSEMBLIES HAVE BEEN CLEANLY FLUSHED. ORIENTATION — INSTALL POP—UP UNITS IN A PLUMB POSITION AND FIELD ADJUST SPRINKLER HEADS TO OBTAIN COMPLETE COVERAGE OF IRRIGATED AREA WITH MINIMUM OVER SPRAY ONTO PAVED SURFACES. HEADS ARE TO BE LOCATED ON A MAXIMUM SPACING OF 55% OF THE SPRINKLER COVERAGE DISTANCE AND CLOSER WHERE INDICATED. ADJUST NOZZLE DISTANCE AS NEEDED TO COVER PLANT MATERIALS AND MINIMIZE OVER SPRAY ON STRUCTURES AND PAVEMENT. ALIGN POP—UP SPRAY HEADS IN A VERTICAL ORIENTATION AS SHOWN IN THE DETAILS. LOWERING OF HEADS AND FINAL ADJUSTMENTS LOWER ALL SPRINKLERS INSTALLED IN LAWN AREAS TO FINISH GRADE WITHIN TEN DAYS FOLLOWING NOTIFICATION BY OWNER. APPLY "SUPER GLUE" TO ALL ADJUSTABLE NOZZLES AFTER THE FINAL ADJUSTMENTS HAVE BEEN MADE TO EACH NOZZLE TO ASSURE THAT THE NOZZLE PATTERN WILL NOT BE ALTERED. AT TIME OF LOWERING HEADS, COMPLETELY CHECK AND ADJUST THE ENTIRE SYSTEM AND MAKE ANY REPAIRS THAT ARE NECESSARY TO COMPLETE THE WORK. i WHENI NOZZLE CHANGES WILL PROVIDE IMPROVED COVERAGE, MAKE SUCH CHANGES, OR MAKE ARRANGEMENTS WITH THE MANUFACTURER TO HAVE ADJUSTMENTS MADE, AS APPROVED BY THE LANDSCAPE ARCHITECT/OWNER'S REPRESENTATIVE. MAKE CHANGES PRIOR TO PLANTING. MAKE CHANGES OR ADJUSTMENTS TO SYSTEMS WITHOUT ADDITIONAL COST TO THE OWNER. MAKE SUCH ADJUSTMENTS AND REPAIRS AS REQUESTED OR NECESSARY FOR ACCEPTANCE, INCLUDING REFLUSHING OF SYSTEM. TESTI N G PRESSURE TEST THE SYSTEM MAIN LINE BEFORE APPRECIABLY BACKFILLING. PRESSURE TEST THE SYSTEM MAIN LINE, IN THE PRESENCE OF THE OWNER OR OWNER'S REPRESENTATIVE, FOR A PERIOD OF NO LESS THAN FOUR HOURS, CONTINUOUSLY, AT A PRESSURE OF NO LESS THAN 125 PSI WITH NO LEAKS AND ASSURE THAT ANY TESTS OF THE SYSTEM MAIN LINE MEET THE LOCAL COUNTY PLUMBING CODES. IF LEAKAGE OCCURS, REMEDY THE LEAKAGE PROBLEM AND RETEST. REPEAT THIS PROCESS AS MANY TIMES AS NECESSARY UNTIL A SUCCESSFUL TEST IS PERFORMED. INSPECTIONS THE FOLLOWING INSPECTIONS ARE REQUIRED. NOTIFY OWNER OR OWNER'S REPRESENTATIVE IN ADVANCE THAT EACH ITEM IS READY FOR INSPECTION AS INDICATED BELOW: INSPECTION OF FLAGGED UNDERGROUND MAINLINE PIPING, SLEEVES, SPRINKLER AND VALVE LOCATIONS PRIOR TO BEGINNING CONSTRUCTION — NOTIFY 48 HOURS IN ADVANCE. SPRINKLER COVERAGE TEST — NOTIFY 48 HOURS IN ADVANCE. FINAL INSPECTION — N011FY 48 HOURS IN ADVANCE. TESTING COVERAGE TESTS — CONDUCT SPRINKLER COVERAGE TESTS UNDER NORMAL OPERATING PRESSURE CONDITIONS BEFORE ANY GROUND COVER OR TURF IS PLANTED. CORRECT AND FIELD ADJUST SPRINKLER ORIENTATION TO PROVIDE UNIFORM PRECIPITATION OVER THE IRRIGATED AREA AND MINIMIZE OVER SPRAY ONTO PAVED SURFACES AND BUILDINGS. WARRANTY THE CONTRACTOR SHALL ISSUE TO THE OWNER OR OWNER'S REPRESENTATIVE A CERTIFICATE OF WARRANTY OF THE IRRIGATION SYSTEM FOR A PERIOD OF NOT LESS THAN ONE YEAR ON ALL SPRINKLERS, VALVES, THE CONTROLLER, AND HIS LABOR. DRAWING OF RECORD THE CONTRACTOR SHALL SUPPLY TO THE OWNER A DRAFTED, SCALED, REPRODUCIBLE PLAN SHOWING ALL CHANGES MADE TO THE EXISTING IRRIGATION SYSTEM AND ALL NEWLY INSTALLED COMPONENTS INCLUDING ALL SPRINKLERS, INCLUDING BODY TYPES AND NOZZLES, PIPE, INCLUDING SIZES AND THE ENDS OF SLEEVING LOCATIONS AS MEASURED FROM AT LEAST TWO FIXED OBJECTS, CONTROLLER, AND WIRE ROUTING. THIS PLAN MAY BE AN ADAPTATION OF THE IRRIGATION DESIGN WITH ANY CHANGES DRAFTED ON THIS PLAN. THE DRAWING SHALL ALSO PROVIDE A MINIMUM OF TWO (2) DIMENSIONS TAKEN FROM FIXED OBJECTS TO EACH AUTOMATIC VALVE, MANUAL CONTROL VALVE AND QUICK COUPLING VALVE. ADDITIONAL SUBMITTALS SUPPLY TO THE OWNER ALL INSTRUCTION SHEETS AND PARTS LISTS COVERING ALL OPERATING AND ELECTRICAL —RELATED EQUIPMENT, BOUND IN ONE FOLDER. FURNISH THE OWNER WITH ANY KEYS FOR LOCKABLE ITEMS ON THIS SYSTEM. PROVIDE PROOF TO THE LANDSCAPE ARCHITECT THAT ALL MAINTENANCE MANUALS FOR ALL PARTS OF THIS SYSTEM HAVE BEEN PROVIDED TO THE OWNER. RAIN GAUGE ASSURE THAT EACH CONTROLLER IS INTERFACED WITH A RAIN SWITCH WHICH WILL SHUT THE SYSTEM OFF IN CASE OF RAIN. MISCELLANEOUS ANY IRRIGATION ITEMS NORMALLY INSTALLED IN LANDSCAPE AREAS THAT ARE SHOWN OUTSIDE OF LANDSCAPE AREAS OR OUTSIDE OF THE PROPERTY LINES ARE SHOWN AS SUCH FOR GRAPHIC CLARITY ONLY. INSTALL THESE ITEMS INSIDE OF PROPERTY LINES AND IN LANDSCAPE AREAS. CONTACT THE OWNER OR LANDSCAPE ARCHITECT PRIOR TO INSTALLATION IF IN ANY DOUBT OF HEAD, LINE OR ZONE PLACEMENT. ASSURE THAT THE SYSTEM PROVIDES 100% COVERAGE OF ALL LANDSCAPED AREAS. REPORT ANY DISCREPANCIES TO THE LANDSCAPE ARCHITECT BEFORE COMMENCING WITH THE INSTALLATION. ALL APPLICABLE CODES SHALL TAKE PRECEDENCE OVER THESE PLANS. IT IS THE CONTRACTOR'S RESPONSIBILITY TO COMPLY WITH ALL APPLICABLE CODES. THE LANDSCAPE ARCHITECT RESERVES THE RIGHT TO MAKE MINOR FIELD CHANGES. FIELD ADJUST NOZZLE SELECTION TO PROVIDE PROPER COVERAGE. ADJUST ALL VALVE FLOW CONTROL KNOBS TO PROVIDE PROPER COVERAGE AND TO REDUCE FOGGING OF SPRINKLERS. WATER SUPPLY VERIFICATION VERIFY THAT THE WATER SUPPLY WILL BE CAPABLE OF PROVIDING THE GALLONAGE AND PRESSURE REQUIRED FOR THIS SYSTEM AND REPORT ANY VARIANCE TO THE LANDSCAPE ARCHITECT BEFORE COMMENCING WITH THE INSTALLATION. c� N Ln w 0 0 0 It � Q rn Y � � 0 O U v v x o v~i LL 0) N NAME DATE IRRIGATION SPECIFICATIONS PROJECT0�-003 12/Q7 LL ENGINEERING, INC. DESIGNS BY SML mp CIVIL ENGINEERING DESIGN CONSULTING PERMITTING DATE DRAWN 13Y sML 12/07 ® DIPLOMAT TO ER de/ MARCH 2O08 CHECKED BY FJT 12/07 FARID J. TAWILL, P.E. SCALE FLORIDA LIC. No. 38845 N.T.S. APPROVKD I3Y Frr 12/07 8606 BAY SHORE COVE ORLANDO, FLORIDA 32836 ' r»-oosrrzor.�,$ DATH, RHVISIONS REVISM) I3Y C11F.CKKI) BY CADDFILENANM TELEPHONE 407 903-9219 FAX 407 903-9279 CITE OF 0C0EE FLORIDA _,DATE I I ill 11 1 1 ii,j 11. , !, , 4 i L ,, 'i I I 11 1 1 1 1 111' I I P I I I I I I i ill 11 R 11 1 1 1 1111 11, 1 1 1 1 1 111 1 Vi I I Ill ' I 1 11 i 1' I . .. 1 1, 1 " 11 1. 111111111 1, / 111 I I 1 I �,/ %/� � fail %„ ' : �/� � 7' MIN M i A/A Vic ILAF IMF. "ardlir q 0 Nftorft; F 10.y. EW&. - V-9,0 wf 41 5 PR I.W 4 un-.- aw aT6dgz,.A wu et T a , d'. P him P wo: MIN 0 Pff &iI -TA om GfAi- C Q, Oro .35PM.Mj" wvu. Q.j ON n c ovs. 10; W4,1: -fiat vVID, Mpl, MOWN, ab, 4A iZ ki ,f 10 Of. 44,ght-fis", g t k -.40. k Y, 411P - T R.O. TA 000fir. OV wg� ree"41. U M 'n, P N IN/ Tapered Composite Tuff-Potes' enon Top and Capped Direct Burial avd Anchor Base Tenon "fop:Holes (AS Sefift ow S W2 .1' Aad OS 40110w, 2V IM000009 Capped Tenons perent, Tew.ow', art. 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AHC1JYrEC'-rUnE N 1724 33rd Street 0 Suite 200 E Orlando, FL 32839 Phone: (407) 996-3600 Fax: (407) 996-5520 License # AA26000783 Seal Mohamed Ghazall PE 46169 II I E _453 0 co r- 0).0 0 M Ui (n En (3 0) E cc: c —, 0�) -0c 0 '00 - 0 C/) < S& U) 0 a C E uj 0 CD Q) o 0 0 -0:2 LLJ C-4 0 o 4, E LLJ ;R , 6 :3 LL 0 C (D 0 C,;ot CD .> I n" a) S a) CL -0 CD 0 Cq f P 0 0 F� 0 w .CL E 0 0 C-) U) 0 LL < 0 0 O_ CD ci 2' 0 j U_ REVISIONS: 1— 10/10/ 2008 2— 01/29/ 2009 I 1 1, 1: 1 DATE:07/27/07 PROJECT No.:718 W DRAWN: HG CHECKED: MG SHEET: w w 0 ^00 U. ,,, �,,1, IWn, , I,I4,,,111, I 1, 1!, , I 1 11d,,,,.,, tnluldoam'Iiii , , .1 ,11 1 1 1 11 11I1iiin,;uI,1,', , i I, 1 4�6,, I,1j,.F,11 1 .I1a.11, 'uI "�I.'I,11 1., \I I I P "II . HB-21,23 VIA CONTACTOR & PHOTOCELL - 2#8, 1 # 10 PV3 GND.- 1 "C. j 2, 2+6 +1 22 16 261 2,,/9 238 2,133 69 2,)26 69 +0 2 2,08 +4 5 485 347 315 A 3 303 367 2104 2,•_1�/5 169 67 0 86 2.66 Al 411 449 414 t } + 3 A_._60 1,10 1& 110 IOi 3, 1 2 268 2,� " 4,05 4, 7 3, 19 2,9 1, 0 8 0 59 48 l,�/9 Al 1.1 6 110 L43 1 E3 2�5 + ®- ®- + ®� PV3 + + + + =+� �* * `7'�` p2 2,26 2�1 i'�0 d243 21 �64 2,b 2,65 2.�7 2,16 2$2 119 �9 �� 2,�6 2,'0 304 4415,�9 4,471i3,i/82l-3,�5 3,J33 2,518 L �/3 31b 1, 1, 8 1, 3 04 06 2, 7 207 242 9 .3 3 2, 289 402 388 305 1 1 5 201 217 3b6 5�30 586 5 2 41�25 2�7 211 2, 9 373 584 541 6 3 6 2,6 260 67 2 2 270 3a5 i14 1 �' 3 00 210 2, + 2 + + + 48 213 289 21 1' 3 ; � � mil`` + �@........................... �.. x i"3 2-40 f! VS 5 201 �11 i ........................ :, 7 1,1/B ,2 9 380 3437 2t39 2 3, 4 268 Du/ i' 48 115 204 263 1,44 Ilk IA5 1.12 1.4 m �,I --� t0 315i 3Y\ 1 8 1, 1 9 1. 11 114 1 0 19 Q0, 117 100 �21 L�22 IN 1�8 297 ,46 3Al '' t 321 2. 8 J .42 2 1 1a�3--0 9 0,60 076--0,81--0'9 I 4 01f A 64 0.4 1035 073 074 161 & 017 11 1162 68 1, 1 2,60 � 3�7 3, 1 3,�2 2, 217 47 15--IN,) I � _ 113-8�4 0�9 0,� + � 01i 0.15_ D l Q 001 0,�/9 077 Ilk 0 � � 3 1, 2,� + 0 E�3 1 1 I 1 1 + ++ � 10 232-DT 6 ul U..19 0,�6 1# .9-1�0-ih Il 167 5 111 1 #4 1 0 2, 2,6 3,f2 21L , 7 0 15 408 3, --7 +�0 70 010 1 �.1-f�T�7 1.6E IA7 H B-1 7,19 VIA 1 200 116 2, 1 ��5 1.4 2+4 1 + + 2,6 216 ., 3 EP 6 2, 2-31i9 - '1 1 5 -0}/2 0, 5 1,t33F 21 9 1'` 2,3�9 2.73 2,f3; 24� l lic i CONTACTOR 8c jr 2' 2 5 2, 1 E�5 1, 5 2�3 + 1 2a� 209 .. 7 0 1 1 + 1 PHOTOCELL - ( + 1 1 1+ 1ZNG ZN�PS� R 4 2 2 21 °1 OF 0�2 140 205 �, s: 1311 3 30 3,11 A 2A1 i, 2#8, 1 # 10 � 247 � 400 3 81 , 241 1, 7 11'5 2.4 , 1 . 24 212 2 01 16 o e ],�5 1, PV 361, 2 6 G N D. - 1 "C. _ 309 3!60 7 2,.2 202 1 8 167 ' 17 242 3151 ° 1 111 0,62 114 1,62 2 8 b J 1360 31 381 286 2, 1 --�AB "s+63 372 3, 91 7 2t38 2, B 17 1,43 11, 1 1,3 1Y 149 ! 81 360 4471 „'1 114 0,118 01 a 143 2,18 ; p1_3�+11A 301 2N _ b � I ,t350-��', 5 2,t30 215 3,75 3,031 . 2+9 2, B A 1 6 � 1167 1 /�3 0/ 07-�, 68 318_343 !�5 011,�3 i �; L6 .511 2,48_2 TzA a Q Leb Ia4 745 2:ss 11 64s u IN 247 111, 9 , 60 t [,185 2.536 2�" A , I 7 208-2,1i1 5 0, 5 1 1.'� ' 1 6 1 I1 1 110 16 lk 1,141., 1 2.14 1.45 1°9 2,44 2, ' 136 204 24 1,47 I 1'ti 3 85 2 I , 1 0, 9 1,� 1 �I �<I 1 J4 Ilb A m F.F. EL. 129. 50 � 1 B1f 0�6 1 h 1 1 1 �S 2; � 26 + 2� � 2�0- . Q 1 ' b b' b, �� ! �� b,�e l i i o I i, + + ' I u 1 ,^ 0 8 07 0,511 115 119 2: 3,�32 14,42 379 29rF 243 1, B 86 27+3 1 Ol 0, •6 0 90--0,88A1 i 064 _0 8 6 0,16 0 1 1 D /5- 6�/0 074 1 ( + 1 + �29 s�B 0, )1 118-4 '� 1; 1 1 I 1 3 1 7 110 1 � 151-1 O u 31 3,� ( 6 3,�30 AD 1 2 .. t 13 3,132 1- , 7 0, 11 -] 2-c`'07 1 1 2t21 9 1 NEW INCOMING SERVICE ASSUMED °�- 1 1. 7.. P. 1,�4 ll$1 2�8-1 3-�, +21 2l6 42 4�3 347 101 + 2 2 1 - TO ORIGINATE FROM PAD MOUNTED t 20 263 20 ;. 45 2i6 3, 7- 'IV 36J 312_ bl 3 C1-T/9 0,�19 114� 2 243 UTILITY COMPANY TRANSFORMER. ALL EXTERIOR FIXTURES SHALL BE BLACK 12 269 3,491'-1 062 0; 15 J,42 0 �� 13, 7 3 341 2 VERIFY EXACT LOCATION IN FIELD `� 1 141-42 248 �t34 4, 48 2>9 3, 1�9 2�2 215-, 69 1iB 1, 3) 311 2, 1 TILITY COMPANY ASDNECESSARYCONTACT UFO COMPLETE 31568 PV5 t/4 2,31 3, , 9 3,1; 241- , ALL LIGHTING POLES SHALL B E BLACK 17 28 '. ], 1 000 1�19 1,15 36l 284 218 1, ` COORDINATION OF NEW INCOMING PO2.54 313 1t/4 2,,, 2,s3 3. 3,1 1 1 SECONDARY SERVICE. PROVIDE ALL1 1 1 + WORK REQUIRED BY POWER COMPANY H -13,15 VIA 16 380 4871 ' 1 115 069 LIO 1, 4 219 13.4 3. 2 311 219 6 1 TO MAKE READY FOR NEW ELECTRICAL; 1 11E 2�7 211 ,436 41�1�33 5� i2 0 242 2.90 2, 4 2,4 4.3 3.3 21) 2,19 CONTACTOR & AB 215 3431 , pp 117 111 10 lb 2,41 1289 281 1) 2+7 SERVICE TO PROPOSED BUILDING. 1 117 A 208 Al 32� 3, j T Al 2,10 317 311 13,18 02 217 2 PHOTOCELL - 'li 1 _,:8� 1.41 1,i8 1110 1,� + ,1216 69 ii 2a1 � 263 4�a1 2,05 275I ;;J 302 300 3,17 3t29 275 (278 2�7 27� 2�4 1-'ii }1'� 0 (CALCULATION SUMMARY 2#8, 1 # 10 I + 1 + + 1 + + + + + + I AREA NAME DIMENSIONS GRID / TYPE # PTS SPAC GROUP G D • - 1 "C . 264 �,J6--, -1 5-69 1, ,3 1, 0:-.'r.86 ' 5 21 I 1,81 i 8-i?44 210 i ,62 279 2781.. A A A 3, l4 3,19 2,06 2,72 244 24) 273 1 7 1 1 I � 1 + + ( + 1 + + + y I SIte (1406,70x552,60Ft (Grid 1 / H-H 11584 ,10A0 I (+> P V i t 74 �, -}53-1 �4 1'7 2, + �7 241 245 t,6iu L t \ 49 2,79 E69 30<L31L�. R a k 2, i7 2 4 21? 269 1,77 14 ' -89 317-2 i, I 17 1.14 2, + 1 , 24A 264 1, 1, i 1t1 l,t 241 0,67 3��9--33� 3 63 218 2+ 1 ( 0 21+1 289 1,5 'B1 /vim ! 1 1 . 1 + + ..... ®... j .......................... �+ 2 1 2 Sl 2+6 6 3,11 286 I'63 �; i�8 � 16 1, _ 24 � .................. ,3 PV5 .� i2 210 2� I I- 6 2,67 ; 48 +67 2. i2 2, P "31) 249-.174 + '.L .... _I,:.I�.....,,�: I: I: C :. C :I:.. _ ........ .:..,+5 . tl/i �.� t1� 4 + 21C�T,'1.T 1,62 1, L49 ,16 5 3,34 2 41 11 65 2+7 16 14 2,,53 c'�c � �b+ t1 t ,y cis #� 47 L g i147 C1 s C. + 244 210 216 211 2+ 216 6 21?4 64 'a2 2165 289 21 1, 0 220 '84 2, 6 $4 3 ], 7 2 5 8 ?14 205 A 20 L/ 21 3. 9 3 7 16 2 204 1,14 300 31 3 i, - 1 4 '09 i,�15 1,13 1,�7 Ili 2, 1 1 2�8 437 .,19 [,.*1 5 1,15 2,00 2, 116 1163 42 2. VAi 0-1 15J12.50 >'29 L 9 F,V.S I ' 077 A4 340 346 1, 018 176 480 319 140 SATE HLA N E LEC�R�U` A S 0 SCALE 1" = 40'-0" LIGHTING FIXTURE SCHEDULE Mark Lamp Data Fixture Description I Fixture Data No. Type Manufactur Cataloq b332 I A 3 F32T8/SPX 35 2x4' RECESS PARABOLIC FLUORESCENT LITHONIA 2PM3NNumber G - 18LD-GEB10 B 2 F32T8/SPX35 FLUORESCENT WALL BRACKET LITHONIA WS-232-A12125-GEB10 C 2 F32T8/SPX35 SURFACE INDUSTRIAL FLUORESCENT LITHONIA AF-232-GEB10 D 2 PL26/DTT RECESS LENSED FLUORESCENT LIGHT ( LITHONIA AF-2/26DTT-6AR-GEB10 E 1 50W/PAR36 RECESS LOW VOLTAGE DOWNLIGHT I LITHONIA APRLV-PAR36-6AR F 2 PL26/DTT RECESS FLUORESCENT WALL WASHER ( LITHONIA AFW-2/26DTT-6AR-GEB10 G 2 PL26/DTT RECESS LENSED FLUORESCENT LIGHT I LITHONIA LGF-2/26DTT-6RW-FFL-GEB10 H 1 F32T8/SPX35 4' STAGGERED STRIP FLUORESCENT I LITHONIA SS-132-GEB10 J 2 42 W CF DECORATIVE UP/DOWN HID WALL BRKT ARCH. AREA. ES3-CFX-WET LOCATION. COLOR BY ARCH K 1 10OW/A-19 ELEVATOR PIT LIGHT IAPPLETON I JBW10G X W/ UNIT LED EMERGENCY EXIT SIGN DUALLITE LE**G*N-E BU W/ UNIT EMERGENCY BATTERY LIGHTING UNIT I DUALLITE SL1-6V GENERAL LIGHTING FIXTURE NOTES: A. CONTRACTOR SHALL COORDINATE FIXTURE MOUNTING WITH ARCHITECTURAL REFLECTED CEILING PLAN(S) AND SHALL PROVIDE FIXTURE MOUNTING AS REQUIRED TO MATCH CEILING TYPE. B. ALL FIXTURE BALLAST(S) SHALL BE HIGH POWER FACTOR TYPE. C. ALL FLUORESCENT BALLASTS) SHALL BE ELECTRONIC TYPE. D. ALL ACRYLIC FIXTURE LENSES SHALL BE 0.125" THICK MINIMUM. E. ALL FLUORESCENT LAMPS SHALL BE 3500 DEGREE KELVIN. LIGHTING FIXTURE SCHEDULE NOTES: 1. FIXTURES SHALL BE PROVIDED WITH INTEGRAL EMERGENCY BATTERY BACK-UP. 2. FIXTURE SHALL BE WALL MOUNTED AT 7'-6" AFF. 3. FIXTURES WITH INTEGRAL EMERGENCY BATTERY BACK-UP SHALL BE WIRED IN ACCORDANCE WITH NEC ARTICLE 700. EMERGENCY FIXTURE SHALL BE CONNECTED TO CONSTANT NORMAL ROOM LIGHTING BRANCH CIRCUIT OF AREA SERVED (i.e., LOAD SIDE OF BREAKER, LINE SIDE OF ANY SWITCHING/CONTROLLING DEVICES). 4. WALL MOUNT AT HEIGHT AS DIRECTED BY OWNER/ARCHITECT IN FIELD. 5. COLOR SHALL BE AS SELECTED BY ARCHITECT. 6. SEE ARCHITECTURAL COVE DETAILS AS REQUIRED FOR MOUNTING. Mount Voltage I See Note REC 120 WALL 120 SURF 120 REC 120 REC 120 REC 120 REC 120 SURF 120 6 WALL 120 4,5 WALL I 120 VARIES 120 1,3 VARIES 120 1,2,3 IDiplorlat Tower 1� g100208) LUMINAIRE SCHEDULE ITYP SYMBOL DESCRIPTION LAMP PV3 Sp�aulding 1 type V3 Wo (1) 'V3' PFM-P40-V3-F (1) MP-400/U--VERT ®--® (2) 'V3' PFM-P40-V3-F PV5 Sppaulding 1 type V5 (1) 'V5' PFM-P40-V5-F (1) MP-400 2" x ' 5" HANDHOLE WITH CAST ALUMINUM COVER # 6 GROUNDING CONDUCTOR TO ! LIGHTING• FIXTURE HEAD UNLESS NOTED OTHERWISE �- LUMENS MOUNTING/BALLAST 25' AFG 40000 AB 25' AFG 40000 I AB AVE I MAX I MIN I MAX/MIN I 3 AVE/MIN 2,21 6,11 0,65 9,38 LLF QTY 10 0,78 15 0,78 f-- 30'-0" DIRECT BURIED FIBERGLASS LIGHTING POLE. 25'-0" MOUNTING HEIGHT, 5'1 BURIAL DEPTH. GRADE -IIII .IIII '• ' �' =IIII-IIII j, IIII=IIII- • .:` .:; IIII-IIII- =IIII ��: •'� =IIII = •. 24" MIN. HEAVY WALL PVC CONDUIT IN SIZE AS INDICATED ON PLAN READILY COMPACTED BACK -FILL MIXTURE OF SAND, SOIL AND GRAVEL INSTALL N ACCORDANCE WITH MFR. RECOMMENDATIONS r 'a' A- 5/8" x 20'-0" COPPERCLAD GROUND ROD - DIA. HOLE 5'-0" BURIAL DEPTH PARKIRG LIGHTING FIXTURES TYPE "Plii DIRECT BURIAL POLE MOUNTING DETAI NOT • SCALE V Fa r C nv Inc. j ® 1724 33rd Street ® Suite 200 ■ Orlando, FL 32839 0 Phone: (407) 996-3600 ® Fax: (407) 996-5520 ® License # AA26000783 Seal Mohamed Ghazall - PE 46169 I� I I III Ile N U t L- M I, , L_ 3 II 4= o II' 'a- o U_ .` O U � I- N 0) C O U m a a�i 0) 7 (75 1 0) C: L N E II - � U CU C p� O Co c E o e C r °,�-' ° I Q � C:�� 1n r o c:' Ew O U O o a) CD o � W IN _ LJLJ 0) N X - E +' 0 " 0 3 : 0 4- _ W > o Co '�_ �. ,- II t\ D C O O J N ++ o U � 04 (D 0 F� Wiwi C 0 W CL E .0 Cl) (11 oU_ ® +' 0- 2* I- U LL REVISIONS: 1- 10/10/ 2008 2- 01/29/ 2009 .I I II I I DATE: 07/27/07 PROJECT NO.: 718 W DRAWN: HG UJ CHECKED: MG SHEET: UW/.0 / 1 ul I �'I"I uuinllll I , 2 3 4 5 b 7 8 9 10 nH n12 I f 1 f { { 1 S { 9 I DAS14ED LIFE INDICATES ROOF TOP EQUIPMENT AREA BB=41ND PARAPET WAIL A.F.F. TOP PANS. } 2 2 ' i 2 9 9 9 { 9 i { i : 4 A.F.F. — • _- , ... . . ......... PANEL .. ... ..._..:.. ...:.:.: .: ... .. .�' , P OF , ..,........ ............... _ l ........ .. . ...... .... . H. VARIES . BEARING 14EIGHT � _ f - 4 !( - - ` - i i , i✓ i 'fir -- I % ,% %� � i/ /% j /% - / j / � �'� � -� 28' -O" A.F.F. I� rill ! ► . _1__ /� i - .� I�� 11 i. j _H I ► I- i �� - - �.,. THIRD FLOORVol' I __ 0 0 - - � r o Al -ill i /II III r/ SECOND FLOOR III r // �r � 1 11 j� /- / 11 ' 1 � i 1 11 , .. p, :�--- ,>,ill // If a{l //�' ,r, �I •!I �� II - , ►I !'11 �/ 1 1) �' - �' �11 r / o -O FINISH FLOOR 3 a 1 4 7 5 1 { l0 8 1 + 5OUT14/FIZONT ELEVATION, li,, SCALE, 1/8" = I'-O" V 2 2 9 9 DASHED LINE INDICATES ROOF TOP EQUIPNIE NT AREA BEF IIND PARAPET WAIL 55' -0' A.F.F. , TOP PANEL ........:. I 7 /4. o I I o II r { I 3 f0 a { t =, f Q WE5T ELEVATION V SCALE' 1/6" = I' -0" 55'-O" A.F.F. TOP PANEL 47' -8" A.F.F. TOP OF PANEL 28'-0' A.F.F. THIRD R OOfL '1 14' -0" A.F.F. SECOND FLOOi6 FINISH FLOO ELEVATION KEYNOTE: [Q PAINTED CONC. TILT -LIP PANEL (COLOR TBS BY OWNER), REFER TO FLOOR PLAN, . PANS ELEV. AND STRUCTURAL CONTINUOUS METAL CAP FLASHING W/ SEALANT (TYP) - COLOR T.B.D. 31 STOREFRONT, SEE SCHEDULE. 41 DOOR, SEE FLOOR PLANS AND DOOR SCHEDULE - COLOR T.B.D. 5D CURTAINWALL, SEE FLOOR PLAN S CURTAINWALL DETAILS 6 METAL STUD WALL W/ STUCCO FINISH (COLOR TBS BY OWNER), REFER TO FLOOR PLAN FOR MORE INFORMATION. 71 SPANDREL GLASS, SEE FLOOR PLANS AND WINDOW SCHEDULE. ® LIGHT FIXTURE. SEE ELECTRICAL DRAWINGS FOR DETAILS. ® EIFS CROWN ® BVCI00-CAST ALUMINUM BRICK VENT BY RUSKIN, SEE DTL. 7/A3.2I. SCALE C_2A0 Y PLAN —OVERALL (� Q U NORTH I)) WHIZ, C I Am 9 0 ARCHITECTURE ■ 1724 33rd Stet ■ Suit® 200 ■ Orlando, FL 32839 ■ Phone: (407) 996-33600 ■ Fax: (407) 996 -W20 ■ License # AA26000783 Do" H. Fanner - AR10750 A u REVISIONS: DATE: 11/20/07 PROJECT NO.: 7043 DRAWN: M Phelps CHECKED: D. FARMER SHEET: 2000 EXTERIOR ELEVATIONS 47'-8' A.F.F. TOP OF PANEL VARIES BEARING HEIGHT 28'-9 A.F.F. THIRD FLOOR f•,.,... � '��, •'<<:, ••:;:;, �► ( � _ •��� ••� •�•. { 14 O A . .F.F ,101 FLOOW Noll SECOND 1 •�•'` FINISH FLOOT l 3 8 5 7 4 I 8 ' 3 s 8 10 3 10 i 1 A NOIZT"/IZEAIZ ELEVATION 11 (D B OA i 2 I I 2 9 ` DAS4-ED LINE INDICATES ROOF TOP EQUIPMENT AREA IEE 4IND PARAPET WALL. ''®° i 55'-0' A.F.F. 55' -0' A.F.F. - �:.. TOP PANEL TOP PANEL - 9 y 9 47' -8' A.F.F. NEL PA TOP F .. 28'-0' A.F.F. THIRD FLOOR . - -. �-f;.;::�•:� o, , - I �/ � .: �.,.. `�— • I •'�• � � �-�---- � �� /� ,% % it `��. F: I 14'-0' A.F.F. ALA (} SECOND FLOOR 1 t 0'-0' FINISH FLOOR s 3 4 4 } 10 j 1 EAST ELEVATION SCALE' 1/8" ... " ELEVATION KEYNOTE& [] „ FPAINTED CONIC. TILT -UP PANEL (COLOR T8IP S BY OWNER), RIPER TO FLOOR PLAN. u PANl L ELEV. AND STRUCTURAL 2-1 CONTINUOUS METAL CAP FLASHING W/ SEALANT (TYP.) - COLOR T.B.D. 31 STOREFRONT, SEE SCHEDULE. 0 DOOR, SEE FLOOR PLANS AND DOOR SCHEDULE - COLOR T.B.D. 51 CURTAINWALL, SEE FLOOR PLAN E CURTAINWALL DETAILS METAL STUD WALL WI STUCCO FINISH (COLOR T13S BY OWNER), REFER TO FLOOR PLAN FOR MORE INFORMATION. 71 SPANDREL GLASS, SEE FLOOR PLANS AND WINDOW SCHEDULE. 0 LIGHT FIXTURE. SEE ELECTRICAL DRAWINGS FOR DETAILS. ® EIFS CROWN 10 BVCI00-CAST ALUMINUM 812ICK VENT BY RUSKIN, SEE DTL. 7/A3.21. A _20 A 2 c, ICEY PLAN -- { SCALE. 1/64" = I' -0 �,.:... „ Fa r lowl nv uk” or, $ If ko X" ■ 1724 33rd Street ■ Suite 200 ■ Oriendo, FL 32839 ® Phone: (407) 996-3600 ® Fax" (407) 996-6520 ® License # AA26000783 Danld H. Eamw - AR10750 r • �8 V� 0 V REVISIONS: DATE: 11/20/07 �L!/m, PROJECT NO.: 7043 %,%� } DRAWN: A. CHECKED: D. FARMER i SHEET: 'rive�,,,,, ■ 01 "`' EXTERIOR ELEVATIONS ITEM NUMBER IV. B. PUBLIC HEARING Rose Hill Phases 2 & 3 1. Referendum Annexation Mayor S. Scott Vandergrift Citv Manager Robert Frank STAFF REPORT DATE: June 17, 2009 TO: The Planning & Zoning Commission FROM: Michael Rumer, Principal Planner;W SUBJECT: Rose Hill Phases 2 & 3 Referendum Annexation AX-03-09-16 ISSUE: Commissioners Gary Hood, District 1 Rosemary Wilsen, District 2 Rusty Johnson, District 3 Joel F. Keller, District 4 Should the Planning & Zoning Commission recommend that the City proceed with the City -initiated annexation of the Rose Hill Subdivision Phases 2 & 3 into the corporate limits of the City of Ocoee, Florida, pursuant to Section 171.0413, Florida Statutes? BACKGROUND: General Location: The subject property is located on the south side of White Road, approximately mile east of the intersection of White Road and Clarke Road. Parcel Size: 80.68 +/-acres Actual land use and unique features of the subiect properties: The character of the annexation area is low density residential. The annexation area includes 244 single-family dwellings, five retention areas, and roadways with sidewalks on both sides of the road. The annexation area is surrounded by the West Oaks Mall and residential development on the west, residential development on the north, multi- family residential on the south, residential development and a solid waste transfer station on the east. The area is accessed by an entrance on White Road and through Rose Hill Phase 1 by an entrance on Good Homes Road. CONSISTENCY WITH STATE & LOCAL REGULATIONS: Annexation: With respect to State annexation criteria, Chapter 171, Section 171.044 of the Florida Statutes grants municipalities the authority to annex contiguous, compact, non -circuitous territory so long as it does not create an enclave. The subject property is considered contiguous to the City of Ocoee since it bordered by property located within the City limits on the west and southern boundaries. The City will abide by Chapter 171, Section 171.0413 of the Florida Statutes which will require a referendum vote of the area to be annexed since 100% of the property owners have not signed an application seeking annexation. Joint Plannina Area Agreement: The subject property is located within the Ocoee -Orange County Joint Planning Area (JPA) via the most recently passed 14th Amendment to the JPA. City of Ocoee - 150 N Lakeshore Drive - Ocoee, Florida 34761 phone: (407) 905-3100 - fax: (407) 656-8504 - www.ci.ocoee.fl.us Comprehensive Plan: A Comprehensive Plan Map Amendment to Low Density Residential and Rezoning will be processed after the annexation becomes effective. DISCUSSION: Annexation Feasibilitv & Public Facilities Analvsis Report: See attached report. DEVELOPMENT REVIEW COMMITTEE (DRC) RECOMMENDATION: On March 11, 2009, the DRC met to determine if the proposed annexation was consistent with the City's regulations and policies. The DRC recommended approval of the annexation of the Rose Hill Phases 2 & 3 conditioned upon inspection of the infrastructure (roads, drainage/retention systems and sidewalks) and the Fire Department's review of fire hydrant tests performed by Orange County. All conditions of the DRC have been met. STAFF RECOMMENDATION: Based on the above analysis and the subsequent DRC recommendation, Staff recommends that the Planning & Zoning Commission, acting as the Local Planning Agency, recommend proceeding with the City initiated annexation of the Rose Hill Subdivision Phases 2 & 3 into the corporate limits of the City of Ocoee, Florida, pursuant to Section 171.0413, Florida Statutes. Attachments: Annexation Feasibility Analysis Report Exhibit A Exhibit B Exhibit C-1& C-2 Exhibit D Letter Phase 2 Letter Phase 3 2007 Aerial Phase 2 Plat Phase 3 Plat Page 2 of 2 CITY OF OCOEE ANNEXATION FEASIBILITY ANALYSIS & SERVICES REPORT For Rose Hill Phases 2 & 3 Supplemented Mav 28. 2009 The City of Ocoee will hold a referendum vote for annexation in latter 2009 to annex Phases 2 & 3 of the Rose Hill subdivision. The City is responding to a request for annexation from the Home Owner Associations for Phases 2 & 3. This report will show that proposed annexations within the Rose Hill Phase 2 & 3 Study Area meet the requirements for annexation as outlined in Chapter 171 of the Florida Statutes. The annexation study area consists of ±80.68 acres of land containing 244 existing single-family dwellings. Introduction The annexation area lies within unincorporated Orange County along White Road, Y4 mile east of the intersection of White Road and Clarke Road (See Exhibit A). If annexed into the City of Ocoee, the area would be in City Commission District 2, currently represented by City Commissioner Rosemary Wilsen. The character of the annexation area is low density residential. The annexation area includes 244 single-family dwellings, five retention areas, and roadways with sidewalks on both sides of the road. The annexation area is surrounded by the West Oaks Mall and residential development on the west, residential development on the north, multi -family residential on the south, residential development and a solid waste transfer station on the east. The annexation area is contiguous to existing City boundaries on the west and south side and will not create an enclave. The annexation area meets the criteria set forth in subsection 171.043 of the Florida Statutes, entitled "Character of the Area to be Annexed."" The annexation area was recently included into the Ocoee/Orange County Joint Planning Area (JPA) under the 14th Amendment with the intention of allowing annexation into the City of Ocoee (See Exhibit B). Current and Proposed Future Land Use and Zoning The annexation area currently has an Orange County future land use designation of Low Density Residential with a JPA Future Land Use of Low Density Residential. The proposed City of Ocoee Future Land Use is Low Density Residential (See Exhibit D). The subject area currently contains an Orange County zoning of R-1A (single-family dwelling). The proposed City of Ocoee zoning designation is R-1A which permits a minimum lot size of 8, 000 sq. ft. General Location: The general area is characterized as an older established residential neighborhood surrounded by the West Oaks Mall on the west, White Road on the north, the Orange County Solid Waste Transfer Station on the east, and the Bordeaux Condominiums on the southern boundary. The area is accessed by an entrance on White Road and through Rose Hill Phase 1 by an entrance on Good Homes Road. Size of Parcels: ±80.68 acres of land containing 244 existing single-family dwellings. Legal Description: A metes and bounds legal description will accompany the annexation ordinances proposed for the annexation study area. Public Facilities and Services: Service Potable Water Wastewater Solid Waste Stormwater Police Fire The table below gives the current service providers and the potential providers that would serve the community if the annexation ordinances are adopted. Current Service Providers Orange County Utilities Individual Septic System Orange County and Private haulers Orange County Orange County Sheriff Dept. Orange County Fire Dept. Potential Service Providers Orange County Utilities Individual Septic System City of Ocoee and Private haulers City of Ocoee City of Ocoee City of Ocoee The following includes a brief description of how the City of Ocoee will provide each of the needed urban services to the Rose Hill Subdivision (Phase 2&3) annexation study area upon annexation. Potable Water: The Rose Hill Subdivision is located within the Orange County Water Service Territory. Orange County Utilities currently provides water service to the annexation study area. No change to the territorial agreement is anticipated as a result of the annexation; therefore, Exhibits C-1 and C-2 do not identifv proposed extensions of water and sewer mains. Wastewater: The Rose Hill Subdivision is serviced by individual septic systems and is located within the Orange County Service territory. Solid Waste: The annexation area is currently served by Orange County. The County franchisee will continue to provide services consistent with 171.062 (4), F.S., unless otherwise agreed to between the City of Ocoee and the franchisee. Stormwater Management: The annexation area will be maintained by the City of Ocoee and is subject to the City of Ocoee's stormwater drainage fee upon annexation. Police Protection: The Orange County Sheriff currently provides Police protection. Upon annexation, the City of Ocoee will provide Police protection. Fire Protection: Orange County is the primary responder with the City of Ocoee responding under a mutual aid agreement. Upon annexation, the City of Ocoee will be the primary responder with Orange County responding under said agreement. Transportation: The Rose Hill Subdivision lies within Traffic Analysis Zone 599. The City of Ocoee will assume maintenance of all roadways within the proposed annexation area upon annexation. -��n-m 0 V L � 7� G,ar�l•iaJeF)"I IIIIIIIIIIIIIIIIi - 111. �IIIN ,& I "A' I 111 Exhibit A LAKE LOTTA IIIIIIIII � � TFT U m Y m J tQ V N I LAKE SHERWOOC Exhibit B Proposed Modifications to the Ocoee/Orange County Joint Planning Area Agreement Existing JPA Boundary U ar x x- O White Read ca ay CL cn I C. aIboa Drive: ca f _ Ci i VVto , � i Hydrants t� �t Potable Water Mains: ' 2 Wa ter Liine Po l 1�Water F�rov�de by,ICity of OcoeeWater a er Line 4" W " Y 11,511, 11011 IIINIMINJIN . t ` star Line 6" Water Line Potable Water Provided by Orange County 8" Water Line L 10" Water Line 0 1 " Water Line �n 14" Water Line 16 Water Line t -0 MIM 0 Ocoee Utilities Services Boundary rY C Annexation i n p State R Parcels 0 Referendum es 0 250 500 1,000 1001' City of Ocoee Feet (Existing) « R4 do • . 0 Ca ,- a� (134 White Road .. ., i HR Balboa Drive « Manholes Lift Stations Sanitary Sewer Mains: Unk Diameter 20" Force Main LS 16" Force Maven '', 12" Farce Main 10" Force Main « CA1 W VltrySewer1 V YId®aId City Ocoee y « 8`" Farce Main " �...,, „ 1 or V IA Force Main p Bg 3�1 MNI l l IMI al 1� �I i6 � c.tsrr A" Force Main Sanitary Sewer y Orange County Provide 15" Gravity Sewer 12" Gravity Sewer 10`° Gravity Sewer Gravity 8,A G av tY Sewer 5," Gravity Sewer r Ocoee Utilities „ . 0 d Services Boundary da Annexation !I o ad 408 Referendum State.? Parcels 0 250 500 1,000 City of Ocoee tivr -Feet (Existing) Exhibit D Rose Hill Phases 2 & 3 Existi ng/P ro posed Future Land Use MaX, Ocoee Community Development Department Printed: April 2009 Lakes and Water Bodies Parcels Low Density Residential After Proposed Annexation Expressways ROW's Heavy industrial Conservation/Floodplains Recreation and Open Spal Public Facilities/institution M ■ r Ai i i i i i i- I- j +1 -LDV_____I-j 1--- Ef r-T- � I-- -1- 1 I-M-0,41I- +,r,- L1111111 I wive 'I.- I I pri'm I 'rM LENORE LAKE SHERWOOS CONS LAKE LOTTA L 4 KE ASHE-RIA00C- KUTTUM NN Unincorporated Territory, 02/11/08 Michael W. Rumer Jr. Principal Planner City of Ocoee 150 N. Lakeshore Drive Ocoee, Florida 34761 By this letter, The Rose Hill Phase III and Rose Hill Phase 11 Board of Directors, Officially request annexation into the City of Ocoee. Confident that our residents will add value and become great citizens of a City that will help maintain our standard of living and quality of life. • Application for Annexation (form-18) • Copies of Signed Ballot Proposition *n behalf of all our residents we represent that we are excited and positive that our application will be received with favor. We look forward to your continued — communications regarding the next steps and processes necessary to accomplish this important shared objective. UNIN1111 =-- DIST=— 3 ROSE HILL HOA 11 President Kevin Gilbert 9131 Mr.ire poln Cf. ROSE HILL HOA III President Anthony Adams 9111 P�istine Circle aMMIMMMIE 'TERESA S. JACOBS, District 4 201 South Rosalind Ave P.O. Box 1393 Orlando, Florida 32802-1393 Sent via Facsimile 407 8' )6-5879 & USPS February 27, 2008 Dear Commissioner Jacobs - I am Tony Adams, President of the Rose Hill Homeowners Association. Our community is located in the northeast region of your district (near the White Road Transfer Station and next to the Old Orange County Landfill) upon which developers tried to construct an elaborate Mini- Storage facility. We exist in a relatively small enclave of homes in un- incorporated Orange County which abuts the west end of District 6 and Pine Hills, Still, our residents are proud that we have maintained a beautiful well kept neighborhood with a children friendly atmosphere, These are perilous times. The economy and struggles within the housing market coupled with unchecked happenings in district 6 have a negative impact on our resident's faith that we will not be overrun by unwanted developments. As a result or in response to these challenges a special signed ballot proposition of homeowners here in Rose Hills indicate that the overwhelming majority feet that annexation into the municipality of the City of Ocoee is necessary to help in our commitment to ensure that our quality of life, and investments stay in line with the goals and objectives we value. By this letter we ask for and thank you for supporting our effort toward annexation into the City of Ocoee. You are and still will be our Orange County Commissioner of choice and fact. Recognizing that your term is at its end, we appreciate all that you can do to make this process as smooth as possible, 'Thank you for the civic education and service over the years. S ill -rely; Tony!At ams RospI4,41 HOA I I Mai AW uAug,ltr PLAT BOOK 16 -35 ROSE HILL PHASE 11 AND PAGE A PORTION OF THE NORTHEAST 1/4 AND THE SOUTHEAST 1/4 SHEET 2 of 2 OF SECTION 21,AND A PORTION OF THE SOUTHWEST 1/4 OF SECTION 22,TOWNSHIP 22 SOUTH,RANGE 28 EAST, a I GRANGE COUNTY,FLORIDAW 4 \y �ri /Vor FLAP_VriT ROSE N1GG 6MOVES q�� � /fW- - 22 2*. $ $ 8 a ,fir to « a.Q A� $ w Arw t mae-/'. aDa a ` = 51 m4 62m 53 54 55 56 p TRACT'a' „01 72 P3 74 „ 75 Y' src ex-as.ze ---------_ °.\ RETENTION AREA 4 $� ---.�� C ci • " r - Yo oa' +nna°'rt tw$.o°'*"°__._"__.._ � w ----- ra . S°XMAMtO Ji, f>e x� /S w no. 'a'r.wr ,_� 2, "� � r�'it'x1' uMuarat.o sT� 1XIONC oti��i ._. .r,a� __L.._°_ «IN __. H"yr,�s jT'; / :e!:«,.) g a O 'o • m ffiC� a"'8. �" 88 Poyd+' 0 4s g m g • „o g9 T6: ° $R l 61 $} 60 59 . • 5s a 57 ,> O y68 `Foe`♦ 124 Wn _1. _kE1'u_. :c,.d23 -8 4Ta p $, $Ya.oa.C.«::__ ___„-C.:"'gym"; ,y'r s7 ,d. s� 8 YYE s.. 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'i Y ! .Ma."ram._ � 'r�8® YaaA�i`�Aa O § ,ra I� �,�,�:D, �fa»m la8a,�� � ' r�> w e Ea a`<s.,�a rn m'mar' , kSI+� . m•,,�s✓ t2sa aw ` DUWEN RuxAWETH R n cFuix "» 116 1 A: , xL° $ @ g '" n.; s n t! �J i errw m* s` Y q x. - 3Y.. / , «; a.. $ .n..`�„"� au'e �rrx }, a.an • ae.cn� as se C� e'pr .�y t' t d k 2. f >•i ro82 '.'� C, 1;T a;TZ �. 31 g 30 a • 29 ^• 28 '" 2r cd °'"�`, t'*=-,..z rig ". s�' a rb < � � TaxcT'A' l«"iis nr.,w L `>»« • § L4v _C P., n.rF° _ -_ __a p RETENTION T:• } „r^-8 ssaY $ - $ _ ° AREA *'- Y Ida} ° `.I k ,'� T..I'.'a", an:. " 83 j %: u,P n mm' 'm,ns -`_an ooi ,�aq er•ss", E _ / �v mw : g,. ro a\E;�rf 774 ye iP3 "I12 ? 16i ggrxncT� z a, __.._1 22 4 23 a 24 g' 25 26 Vl C? txinl I a" ,..a P.�.TmN ; ar 84•�w8 71 "•. A",D 5) O aa' mw 1 IN, C� � '" srry ' rt ar Y rs m' § em s � � , . _._ �.._ iW p'e, At&_m^ .rs.X iYti aA' Cra_ev E § V"" � E._w---$—p•�'!Y.�^' ."Y�ar a9' 0 # 4 g _ .. ,r — 2 as va E i; EFLDHsaA 4a' DRIVE E R EU tNY DEL4+anm EY' DRIVE W ht gU �' raw' as as � peso gYraa' � � � aaae � may__ __.., m 4�a s u �e «. . i,104 W5 IOd IOP a o �s6e20� a !00 Nl 102 € a : r : 4 �,�, any .s ---- §-----C�___ ___._..._.. ..• A�,�-a � -- — - _-= __ __, _u ® m..._ __„y_ _..__. ju nu. -=aa m'.".-.,. ___ _. "`ys—m '--.vaii'- :L m i5 $ jj�b'a'r RaxcE k a `' 19 :$ } Y 9a g $ 97 96 95 94 9,3 92 °' 9190 a9f' as 8 Y a7 R $•'cPo - r. x' $ , _ `bra ,' , a ___,m. " is O,r :,O m "„�,_ <. tru.4r'a„t=-- as sa __.— S .r"O ro °p 3 $ p • '"� FL OLE UNOA '\ F✓am DRIVE #"` Iaro ,y+,}SY as m' . _ + ed qa' a9x� �°i >' a$a'O J ra. .ax w• IMaiw rxs as a ip C! 10 9 a 7 6 5 a4.� 1--YiY ra•-�0.h_pg m'.._.._y__. _._"__ C'g. rr-_ _. __.F. _.__,. _.__ Ijljlj I! 3tn'Is'mw 1332,47, Nnr£s: /d._-' �wrri ea Ys r/-iY^Yt Finase Yj OF RINGS NA5EO ON THE SOUTH T H, A THE . PACT, AS BEING rx 'rg dJf i' F'LACTt'L ur aYffi SO TIT 1p H EP, TOWNSHIP t1 SOUTH, RANGE 31 EAST, AS DEING ' �f SOVTX E1i°SYN' £AST. 1) THERE IS A I— FOOT UTILITY EASEMENT ON THE FRONT ® LEO£MD: .x OF ALL LOTS AND A 5.0 FOOT UTILITY EASEMENT ON EACH 'U'PE 'aEtJPbM9YY A/ GPMM??''yV QaaltR. ryt100,41E�r /srsJ/t4 ✓N 510E OF ALL SIDE LOT LINE5,UNLESS OTHERWISE SHOWN. AL• JIla R`+IK fa0! y..}} tR l4AY4 W CC,t°TtW Ynd IlYN MF d A REFERENCW MONiNdfXT FOUND it'1"aPo 11 VEHICULAR ACCESS RIGHTS TO AN UNNAMED STREET FROM LOTS AENCSTES MONARCHY N a`fbrTy YI-rldtgtAv' �ftt C.L. A.Y& .ITt'>MYd..I', a 11 AND I AND TO AN UNNAMED 1T41£T FROM LOTS 11 AND 1E DENOTES PERMANENT REFERENCE MONUMENT SET I en1A ARE OEOICATED TO ORANGE COUNTY. H LtlCKLpEY N!G --- n DENOTES PERMANENT CONTROL. POINT SET.1YA SSE trio—f", e... yE.... Atta43fid 4I4•bY rAt n.l..It4G AaiR— ° e DENOTES P.C„ P,T„ P.!., ETC. 140 POINTWA_PEP) JJ ,„ M Vdrnv'+Ms A M F+uY tri'r4u> y r'Rt6pM^dJs, Aax U.E. DENOTES UTILITY EASEMENT (.a a°r, °.-,uar•. ao :aY-ea ILL I PLAT 18 ROSE HPHASE II BOOK PACE 9 7 A PORTION OF SECTION 21, TOWNSHIP 22 SOUTH. RANGE 28 EAST *0*9 BILL *..*I III ORANGE COUNTY, FLORIDA DEDICATION T. q NN.-S, rivetC— LEGAL DESCRIP'RON That 1 bl rha .-H,... 7bt thanes Ih WS-2 . writ .... H,. 0 NOTES: 1pligh, of way Ii., 114 T.5, W14' VICINITY MAP F" ad sobtn ._h..l,,h I the et 114 .1 braid eabt Ian 21; 111-6 11 to the Illi bl 'Ml Itt i new gtri4,vb odMART " 1"AtArfoAf 4A4 46ArC,"AWr )y rZoAiA4 Ar4r,.AO,44 , CCAQW12 f.Y.1106, sat *.A. JOV. If~ 41121 T Z.i. w _Ifi" 7,f C� A`No� DRIN—Ime 11 133; 40" 00 o. 60 3 5 Z "TNI% WHIMEM. 54 55 56 58 59 61 td 4 III, wi-, ;;;imy Guc A P.141HANI CIRCLE 910 7 Z 67 66 65 V 64 13 CERTIFICATE OF SURVEY OR g.e. ear o KNOW ALL MEN BY THESE PRESENTS, HIAl ft,.wloww, Wy. Ngist.mI,l d— Q'Y'4*f' 0� ....... a5a 69 70 It 72 73%it. 74ffi 83 82 al so 79g�n kPVRIPI, 51 PW w Pl., Ih.1 &IW PNI -Iaed raP III tMm ft—bel aM Platted Y fiutdWkkd; INN pnt N6,R, 0 h.. — platen As PNwd Cf,.N., 111, F�Wa ftl � w- IS I-,- it, OWE O,�M,, 0 CANE so am A; CIRCLE PER Row RIIo.NNINI N.. DMM 3 4 84 85 86 81 4 Z 49 47 46 45 44 as g N CERTIFICATE OF APPROVAL BY ZONING DIRECTOR 121 F F.—wl 92 �,q D ow ol: 91 'go App, �! � ' IB ...... 3$ 36 37 93 , ': D. .0 777"", I'll o 0 CERTIFICATE OF APPROVAL 4. '41 42' BY COUNTY ENGINEER 6BQ 13 R-6 .46V ed' 14=4� - ----------- Al. AM.d 34 t a 14 110 Of 112 R3 114 115 94 '1, 95 97 1! 98 _RTIFICAT OF VA4j4YP9ARO fZ �g ATM'. w M�_ 4 33 p OFC UNTYCOMMISSIONEW -so- 0 xastn +Arlsr ------------ B. Jo w 108 107 06 105 104 4 %,"NAg pl. wP_1 S`.,m 0 C_Y C_w�.; 103 102 101 loo IM IS 10 IE 32 16 . ...... —.04i —T—_�. 31c.00 OWE- 31 4 _Wp- ! -- — ------- RE 30 9 28 27 1 IN ��,ii3' 212 17 rmatyo.awr Ink" rgE_RTIFICATE OF CO NTY rOMPr S d8'34'J2_W 1336 4e RQU.JM 51 12 r.1 I q4 �5 uul -92. Eq-T AACP S I�_p&4r—tc—owl.,, 7, C E4 � • `; ';. • • s .- GUI rent Projects PROJECT NO. TYPE OF DATE REVIEW SUB - STATUS SUBMITTAL RECEIVED ER NUMBER NUMBER Commercial Interior Alteration (Metro PC) APPROVED ABC Liquors Review 04/02/09 BH 1st 1!4/3/09 Commercial Allstate Insurance (Plantation Groves) Review 05/19/09 AF 1st Wall Sign APPROVED 5/26/09 Arby's Restaurant (Town Square Shopping Commercial Center) Review 06/09/09 AF 1 st Exterior & Interior Remodel Sm Scale P/F AutoZone Ocoee SS-2009-003 Site Plan 05/18/09 BH i 2nd Staff comments due 6/15/09 Commercial AutoZone (Olympia PUD) Review 06/09/09 AF 1 st New Commercial Building Commercial Barfield Insurance (Dynasty Gallery) Review 05/08/09 AF 1 st Wall Sign APPROVED 5/12/09 Commercial Bodywrap by Zee (Meadow Ridge Commercial) Review 05/21/09 SH 1st iInterior Alteration APPROVED 06/04/09 P/F Subdivison Plan & P/F site Casa Mirella at Belmere LS-2008-008 Plan 05/15/09 MR 2nd Staff comments due 6/15/09 Casa Mirella Apartments (fka Maguire Shoppes Commercial 11) Review 06/04/09 MR 1 st New Apartment Building (Type 11) 36 units Casa Mirella Apartments (fka Maguire Shoppes Commercial Review 06/04/09 MR 1st Clubhouse Commercial Charlie Remax (Plan tation Groves) Review 04/16/09 AF 1st Interior Alteration APPROVED 4/17/09 - Chase Bank (Silver Ark) Commercial 1784 E Silver Star Rd Review 05/22/09 AF 1 st 3 Wall Signs APPROVED 5/29/08 Chase Bank (Silver Ark) Commercial 4 Illuminated Lane Designator Signs 1784 E Silver Star Rd Review 05/22/09 AF 1st APPROVED 5/29108 Chase Bank (Silver Ark) Commercial 1 ATM Topper Sign & 2 Directional Signs 1784 E Silver Star Rd Review 05/22/09 AF 1 st APPROVED 5/29/08 Chase Bank (Silver Ark) Commercial 1784 E Silver Star Rd Review 05/22/09 AF 1 st 1 Monument Sign APPROVED 5/29/08 Citrus Medical & Executive Office Park (Saleem Commercial New Commercial Building Shell APPROVED Healthcare) Review 03/10/09 BH 2nd 3/7/09 Current Project Status2.xIs/Review 6/11/2009 1 of 4 PROJECT STATUS UPDATE SUB - BM Current Projects PROJECT NO TYPE OF DATE REVIEW SUITTAL RECEIVED ER I MITTAL I I I NUMBER Citrus Medical & Executive Office Park (Dr. Commercial Hettinger) Review 06/05/09 BH City Place at Maguire (fka Professional Parkway Rezoning to Town Center) RZ-08-03-03 PUD 12/18108 AF Commercial Coan Eyecare Review 04/13/09 AF P/F Small Scale Crystal In vestment Business Plaza SS -2008-004 Site Plan !1 04/27/09 BH - Diplomat Tower - LS-2007-024 LSPIFSP 04/13/09 AF Commercial Diplomat Tower Review 07/10/08 AF Revisions to Eagles Landing LS-2004-025 FSP 04/24/09 AF Annex, Rez & East Crown Industrial AX-07-07-1 0 CPA i 02/25/08 MR Commercial Fifth Third Bank / Fountains West Review 02/17/09 AF Small Scale Site Fifth Third Bank (at Good Homes Plaza) SS-2008-002 Plan 11/17/08 AF Commercial Florida Auto Auction Review 04/30/09 AF Amendment to Fountains West PUD Amendment RZ-09-02-04 PUD 02/18/09 AF Preliminary/Final FIX Warehouse Complex LS-2007-022 Site Plan 12119/08 BH Preliminary/Final FIX Warehouse Complex LS-2007-023 Site Plan 05/11/09 BH Large Scale Site Hampton Inn LS-2007-017 Plan 06/05/08 BH Commercial Image Sun Tanning (Belmene) Review 05/13/09 AF Current Project Status2.xls/Review 6/11/2009 STATUS 1st Wall Sign Non Electrical APPROVED 6/09/09 3rd !Staff comments sent out on 2/5/09 1 st Interior Alteration Vanilla APPROVED 4115/09 2nd Staff comments due 05/25/09 4th Staff comments due 05/11/09 1st New 3 Story Office Building DENIED on 8/5/08 1 st Comments sent out 4/ 30/09 Waiting on JPA Amendment to process to City 2nd Commission 1st Monument Sign DENIED 2/18/09 2nd Staff Comments sent out on 12/10/08 Canopy by Receiving Bldg APPROVED st 5/04/09 1 st Scheduled for City Commission on May 19th 3rd Staff Comments sent out on 2/5/09 4th Staff Comments due 6/08/09 Public Hearing at P & Z on 8/12/08; Waiting 4th Applicant to schedule for City Cor i mom PROJECT STATUS UPDATE TYPE OF DATE REVIEW s- Current Projocts PROJECT NO. MITTAL SUBMITTAL RECEIVED ER INUMBER Commercial STATUS Inflatable Fun Factory (Good Homes Plaza) Review 03/05/09 AF 1st Wall Sign Approved 4/7/09 Commercial Internet Fun Center (Sherman's Home Decor) Review 03/30/09 AF 1st Wall Sign Denied 4/02/09 Commercial Wall Sign FUTURE LAND USE ELEMENT Magic Nails & Day Spa Review 1: 02/27/09 AF 1st 03/04/09 Preliminary/Final Ocoee Carrier Annex Courtesy Review Site plan 02/05/09 AF 5th Reviewing Legal Documents Small Scale Site Ocoee Oaks United Methodist Church Addition SS-2008-001 Plan 09/29/08 BH 2nd Staff comments sent out on 10/28/08 Commercial Re/Max Town Center (Plantation Grove) Review 05/29109 AF 1 st Wall Sign APPROVED 5/29/09 Commercial Salon Christophe Review 04/10/09 AF 1st Wall Sign APPROVED 4/16/09 SS-2008-005 Small Scale Site RZ-08-11-09 Plan & Rezoning Shoppes at the Village CPA-2008-005 SCPA 11/25/08 AF 1st Staff comments sent out on Ill 4/09 Small Scale Site Silver Ridge Crossing SS-2008-003 Plan 01/02/09 AF 2nd Rezoning Approved Small Scale Site Silver Ridge Crossing SS-2008-003 Plan 06/04109 AF 3rd Staff comments due 7/06/09 Commercial Silver Ridge Crossing Review 01/20/09 AF 1st New Construction Shell Building Wall Sign/Monument Wall Sign/Monument Sign/Directional DENIED Suntr ust Bank / Fountains West Sign/Directional 12/02/08 AF 3rd 12/03/08 Super Slow Zone Chiropractor (Plantation Commercial Grovve-) Review 05/29/09 AF 1st Wall Sign, APPROVED 5/29/09 Commercial Trustco Bank / Meadow Ridge Commerical Review 09/22/08 1st Interior Alteration DENIED on 9/29/08 - Commercial —AF Trustco Bank / Meadow Ridge Commerical Review 11/24/08 AF 1st Wall Sign & Directional Sign DENIED 12/01/08 Current Project Status2,xls/Review 6/11/2009 3 of 4 Current Projects PROJECT NO TYPE OF DATE REVIEW $us - MITTAL STATUS SUBMITTAL RECEIVED ER NUMBER To be processed with Ocoee Town Shops Vacation of Right -of -Way for Unnamed Road VAC-2008-016 Vacation 10/09/08 AF 1 st project. Villages of Wesmere Phase 11 Plat 01/29108 BH I st Plat DENIED on 2/14/08 Commercial Wellness Essentials (Maguire Groves) Review 04/27/09 AF 1 st Wall Sign APPROVED 4/29/09 West 50 Commercial Subdivision Plat 08/15/07 BH 2nd Plat DENIED on 09/10/07 Annexation, Rezoning.& AX'05-08-25 Large Scale RZ-08-03-06 Preliminary West Colonial Parcel (VVa|ia) LS-07-021 Subdivision �Q%2�/DO BH G�h C}nHold until Joinder & Consent iaexecuted � Large Scale Site � VVe���te�e�o�o��||Cen�er L�-�000-8O� P|�n 08/18/08 BH 1at Staff comments sent out on1024/O0 Current Project Status2x|eHRevew 8M1/2009 4of4 Sun Mon Tue Wed Thit Fri 1 2 Mectint, with t, 3 4 HRDB 5 6 Representative Nelson ttcgular Meeting 6 p.m. 7 pmi. Oa Comm. Chambers City Commission @ Cont. Room 227 7:15 p.m. na, Comm, Chambers 7 8 9 Planning &Zoning 10 11 12 13 7 pan, Oa Comm. Chambers 17 p n 1. 6/16 Agenda Items 6/16 Staff Reports due 6/16 Agenda cr, Fire Station One due to City Clerk to City Manager Published 14 15 16 17 18 Board of 19 20 City Commission Mannino & Zonin- Adjustment 7:15 p.m. Special meeting tz P.111. @ Comm. Chambers 7 p.m. Police infraction Flag Dqj, cr, Comm. Chambers llearing, Board 7 p.m. na, Comm, Chambers 21 22 23 24 25 26 27 Code Enforcemen( CACON) I jmlla I Ima, Comm, Chambers @ Comm. Chambers Father's Day 28 29 30 11TUMLfm IM jzvle.� M