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HomeMy WebLinkAbout03-11-2008 Agenda Packet_...rr-_ Mayor S. Scott Vandergrift City Manager Robert Frank PLANNING AND ZONING COMMISSION (LOCAL PLANNING AGENCY) March 11, 2008 I. CALL TO ORDER A. Invocation and Pledge of Allegiance B. Roll Call and Determination of Quorum II. CONSENT AGENDA AGENDA A. Minutes of the Planning and Zoning Commission Regular Meeting held February 12, 2008 III. OLD BUSINESS IV. NEW BUSINESS A. LAKE BUTLER PROFESSIONAL CAMPUS PUBLIC HEARING 1. Preliminary / Final Subdivision Plan - Preliminary / Final Site Plan B. ORANGE COUNTY BELMERE PD PUBLIC HEARING 1. Annexation, Parcel H 2. Substantial Change to the Land Use Plan C. SHOPPES OF WEST OAKS 1. Preliminary / Final Site Plan D. ORANGE COUNTY OCOEE TELECOMMUNICATION TOWER 1. Special Exception V. MISCELLANEOUS A. Project Status Report B. March Calendar VI. ADJOURNMENT O:\P & Z\Agendas\2008\March 11, 2008 P & Z Agenda.doc PUBLIC HEARING PUBLIC HEARING Commissioners Gary Hood, District 1 Scott Anderson, District 2 Rusty Johnson, District 3 Joel Keller, District 4 7:00 PM Senior Planner Howell Principal Planner Rumer Principal Planner Fabre Principal Planner Fabre NOTE: Regular Planning and Zoning Commission meetings take place on the second Tuesday of every month at 7:00 pm in the Ocoee Commission Chambers in City Hall unless otherwise advertised. Any person who desires to appeal any decision at this meeting will need a record of the proceedings and for this purpose may need to ensure that a verbatim record of the proceedings is made which includes testimony and evidence upon which the appeal is based. More than one Commissioner may participate or hear discussions regarding a matter which will come before the Commission for action. Also in accordance with Florida Statue 286.26: Persons with disabilities needing assistance to participate in any of these proceedings should contact the Office of the City Clerk, 150 North Lakeshore Drive, Ocoee, FL 34761 (407) 905-3105, 48 hours in advance of the meeting. City of Ocoee • 150 N Lakeshore Drive • Ocoee, Florida 34761 phone: (407) 905-3100 • fax: (407) 656-8504 • www.ci.ocoee.fl.us ITEM NUMBER Il. A. Minutes of the Planning and Zoning Commission Meeting held on February 12, 2008 MINUTES OF THE PLANNING AND ZONING COMMISSION ACTING AS THE LOCAL PLANNING AGENCY MEETING HELD TUESDAY, FEBRUARY 12, 2008 CALL TO ORDER Chairman West called the meeting to order at 7:02 p.m. Following a moment of silent meditation and the Pledge of Allegiance to the Flag, a quorum was declared present. PRESENT: Chairman West, Vice Chair Golden, Members Campbell, Conkling, Dillard (arrived at 7:04 p.m.), McKey, Morris, Rhodus, and Sills. Also present were City Attorney Palmer, Community Development Director Wagner, Principal Planner Fabre, Principal Planner Rumer and Deputy City Clerk Sibbitt. ABSENT: None CONSENT AGENDA Minutes of the Planning and Zoning Commission Regular Meeting held on Tuesday, December 11, 2007. Vice Chair Golden stated the minutes reflect that he was absent unexcused; however, he does recall leaving a message on Community Development Director Wagner's voicemail. Vice Chair Golden, seconded by Member Morris, moved to accept the Minutes of the December 11, 2007, Planning and Zoning Commission meeting. Motion carried unanimously. OLD BUSINESS None NEW BUSINESS TIGER MINOR PARK — ANNEXATION & REZONING Principal Planner Rumer stated the subject property is located on the north side of Geneva Street, 2,000 feet east of the intersection of Geneva Street and Bluford Avenue. The property has been owned by the City of Ocoee as a park for many years; however an ordinance was not located deeding this park to the City. The Property Appraiser does indicate that the parcel is located within the City; however Orange County zoning books show it is within the limits of unincorporated Orange County. To clear up the misunderstanding, the City is bringing this before the board to get rid of an enclave and simply bring the property into the City limits. There is currently no development proposal for the subject property and a notice Planning and Zoning Commission Regular Meeting February 12, 2008 was sent out to ease the resident's minds on this annexation and rezoning process. The Land Use for the property is recreation and conservation and the northern portion of the park does have an existing R-1A zoning which is consistent with the surrounding area. STAFF RECOMMENDATION Staff recommends that the Planning & Zoning Commission, acting as the Local Planning Agency, recommend approval of the annexation of the 9.46 ±acres land known as the Tiger Minor Park, and rezoning to "R-1A" Single -Family Dwelling. DISCUSSION Vice Chair Golden stated it was presented that the zoning R-1A was only for a portion of the property. He further inquired if the Future Land Use Map should all be shown as recreational. Principal Planner Rumer stated the underlying is recreational. Vice Chair Golden further stated the staff report states the Future Land Use is Low Density Residential. Principal Planner Rumer stated it should have read that the Land Use in the area is Low Density Residential. The Public Hearing was opened for Tiger Minor Park — Annexation & Rezoning. Glen Thomas, 616 Gallego Avenue, stated when he received the notification letter regarding the proposed annexation and rezoning in the mail there was talk as to what was going to happen within the outlined areas of the park. He further stated the he and some of the other residents were worried since there was talk of a lot of development going on around that area such as apartments and condos. He wants to make sure that is not going to happen. Mr. Thomas stated another concern he has is the up keep of some of the tennis courts and some of the other areas in the park that definitely needs to be fixed. He further stated the tennis court has about a 2-foot slope and he is paying for private lessons for his son and it is his understanding that a portion of that fee was to go to the City to go towards the up keep of the courts. Chairman West stated he appreciates his concern, however, the Planning & Zoning Commission is not the board that can help resolve this problem and he advised Mr. Thomas to go to the Parks and Recreation Board or City Commission. The Public Hearing was closed for Tiger Minor Park — Annexation & Rezoning. 2 Planning and Zoning Commission Regular Meeting February 12, 2008 Vice Chair Golden, seconded by Member Rhodus, moved to recommend approval of the annexation of the 9.46 ±acres of land known as the Tiger Minor Park, and rezoning to "R-IA" Single Family Dwelling. Motion carried unanimously. CHATEAU RESERVE — ANNEXATION/REZONING & PRELIMINARY SUBDIVISION PLAN Principal Planner Fabre stated the subject property is located on the east side of Tomyn Boulevard approximately 255 feet south of Patriots Point Drive. The Future Land Use designation is "Low Density Residential" except for certain portions to the south and east which are designated as "Conservation/Floodplains". The north and east boundaries of this property touches the City limits therefore the subject property is considered contiguous to the City of Ocoee and is eligible for annexation. The proposed land use is for 20-lot single family residential subdivision and the zoning being requested is for R-1AA which is compatible with the surrounding zoning. The subdivision is proposed to be a gated community with a club house. The subject property has some slight encroachment of wetlands to the south and northeast. Both wetland areas are programmed to be preserved with corresponding 25-foot upland buffers. The applicant is asking for Preliminary Subdivision Plan approval so not all the engineering has been done. Principal Planner Fabre stated they have been working with the applicant regarding this site for about two years and the reason is because the FEMA Agency has designated a portion of the site as being in the 100-year flood zone. According to the City's comprehension plan, development is not allowed in a flood zone. When the engineer of record went out to the site to do elevations he noticed that most of the site was not in the flood zone so the City Engineer was sent out and they as well agree with what was presented. The City then sent out their own consultant engineer (third party) who also agrees with the engineer of record's flood zone determination for the site. The applicant has entered into a "School Credits Sales and Purchase Agreement" in order to handle school capacity and concurrency issues with the Orange County School Board. STAFF RECEOMMENDATION Staff recommends approval of the annexation of the ±8.76 acres parcel of land known as the Chateau Reserve with an initial rezoning designation of R1-AA, subject to resolving the last remaining issues addressed in the City Attorney's review memorandum prior to the City Commission formal action. Planning and Zoning Commission Regular Meeting February 12, 2008 Staff recommends approval of the Chateau Reserve Preliminary Subdivision Plan date stamped received by the City on February 5, 2008, subject to approval of the annexation and initial zoning for the subject property. DISCUSSION Member McKey inquired if they are going to go back and change the comprehensive plan on the 100-year flood plan. Principal Planner Fabre stated the comprehensive plan says it has to be an approved flood zone and does not define from what agency it must come from. He further stated the FEMA agency is an agency that designates the flood zones but they are broad and it is not based on the actual survey for a small parcel of land. He further stated these things happen in planning and in doing site design so they have determined that it does meet the comprehensive plan intent and they do not feel they need to change the comprehensive plan. Member Mckey inquired if that would affect people when getting their insurance. Principal Planner Fabre stated they are also asking the applicant to get a CLOMAR (Conditional Letter of Map Revision), which is an amendment change from the FEMA map for insurance purposes and will go with the title of the land. Member Rhodus stated flood maps change every so many years. Principal Planner Fabre stated they are in the process of changing the maps and to his recollection the City`s consulting engineer is looking to have it changed because the subject land should be off the flood zone. Vice Chair Golden inquired why they did not have the applicant request a waiver since it is development within a floodplain regardless of whatever studies the applicant has done. Principal Planner Fabre stated it was based on interpretation of the comprehensive plan which does not say the "FEMA Agency flood zone" it just says an "approved flood zone". Vice Chair Golden inquired if they have not set a precedent over the last 20-30 years of using the FEMA map to decide where the floodplain is? He further stated that the letter the applicant will providing is just going to state that the homes are not in the floodplains but it will most likely not state that the development will be, so the City needs to be careful since they are not asking for a waiver. Principal Planner Fabre stated that it may or may not be in the flood zone since the last he heard was that the consultant was going to meet with FEMA and revise the map. Vice Chair Golden stated he would like to add a condition that they can not have people move into the homes until they change the floodplain map or get a final determination from FEMA. The Public Hearing was opened for Chateau Reserve — Annexation/ Rezoning & Preliminary Subdivision Plan. 4 Planning and Zoning Commission Regular Meeting February 12, 2008 Bill Fogel, Civil Design Group, stated they have spent a lot of time with the floodplain issues on this site and for anyone who has spent time working on those maps know the FEMA maps are historically very bad as far as defining accurate floodplains. He further stated in some areas where detailed studies have been done, FEMA has improved those maps; however, this area as far as the last FEMA map amendment has had no detailed study ever done. Mr. Fogel stated that Orange County has completed the Lake John Study which included that entire basin and is the most informative study that is out there by anybody establishing floodplains. That study plus the work done on both adjacent subdivisions show that that they are not developing any of the 100-year floodplain. He further stated they are coming back with the CLOMAR and by the time they are finished with development there will not be an insurance issue for anyone because the FEMA map will be modified. Vice Chair Golden inquired if they would have a problem with a condition of approval that they would not get the final subdivision plan approval until they got the FEMA map change. Mr. Fogel stated he did not mind. With the CLOMAR they have to do an as -built survey at the end when the homes are built in order to get a certified finished floor elevation which they send in. Further discussion ensued regarding the FEMA map amendment and the CLOMAR process. Vice Chair Golden stated on the tree preservation plan to the south along the wetland where the ditch is he noticed they are removing all the trees. He stated he can save some of the trees on the edges around the development. Mr. Fogel stated they are saving all the trees in the wetland area. He further stated everything in the 25-ft. conservation buffer area they are saving. Mr. Fogel stated he would be more than willing to work with staff to save more trees. John Grilli, 2162 Blackjack Oak Street, stated the subdivision backs right up to what the applicant calls a man-made stream but is really a part of the conservation area that leads into the retention pond. He further stated all the trees will be removed and his concern is that the developer is impeding on the conservation area with the cul-de-sac as well as along the stream area. There is no buffer on the stream side and they will be losing trees. Mr. Grilli further stated his other concern is when they build up the area, where will the water go. Residences in that area want to maintain that conservation area and their trees so if the plans go forward they would like to have buffers of at least 50-100ft on the backside and 40ft from either side. Wesmere and Brooksetone pump water into that retention pond and a third subdivision could affect that. Mr. Fogel stated that none of the ditch is in their property. It is all within the conservation easement and drainage easement given to the City. He further stated there is a minimum 45ft. wide buffer between the rear of their lots and rear of his lots. s Planning and Zoning Commission Regular Meeting February 12, 2008 Gerald .Gaestel, 2214 Blackjack Oak Street, stated his big concern is that it appears that a substantial amount of the trees are going to be taken out and one of the big reasons that many of them chose to live where that are was because there was to be a permanent conservation area with trees behind their homes. He further stated he would like to see an equal buffer zone on both sides of the stream. Chairman West stated that if they were promised by the developer that they would have the conservation area then they need to go to their developer. He further stated the subject property is owned by private people and if they owned the land they would also want to do what they would like. Chairman West further advised that there is nothing this board can do except make recommendations to the City Commission. Mr. Fogel stated they are only trying to do want they can with the property they own and they have the right to use the property for lot development. Mr. Gaestel stated they have wildlife that lives in that area that they would like to preserve it as well. Richard Combs, 2204 Blackjack Oak Street, stated that the board and the City has the benefit of the developer's plans to review what is being proposed but all they received was a letter. They have not had the benefit to see what was being proposed until tonight. He further stated that the conservation area was not a promise by the developer but they did purchase premium lots. Mr. Fogel stated they are not touching anything within that conservation area. Steve Kane, 2236 Blackjack Oak Street, stated in August of 2003 he came to the City before he purchased his home and he questioned the Clerk about the possibility of anything being developed in that conservation area in which he was told by the Clerk that he had nothing to worry about because there was a 100-year floodplain behind them. He further stated he has walked that land and it is very wet. Chairperson West inquired if he knows the name of the clerk who had advised him of that. Mr. Kane stated he does not recall and he did not write her name down. Denise Tahali, 2146 Blackjack Oak Street, stated the main point is the wetlands as well as the loss of trees. She stated many of them have installed French drains because the land is so damp and mucky. She was also told four years ago when she purchased her home that they would not build on the land because it was a conservation wetland. Jim McNicol, 830 Patriots Point Drive, stated one of the attractions of moving to Ocoee two years ago was the greenery. He is asking the commission to consider whether it is a need or just greed. He further gave an update on the real estate market and how many homes are sitting out on the market still available. Mr. McNicol stated they do not need 20 more homes in a conservation area. He 6 Planning and Zoning Commission Regular Meeting February 12, 2008 stated the Country and not just the City is suffering from a mortgage meltdown and he does not know how they are going to attract 20 new homeowners to a place that has a soggy ground. He concluded that he feels there is more of a need to keep the trees and not the homes. Darrell Patrick, 2132 Blackjack Oak Street, stated he did pay a premium for the lot and the view he was being offered was a big selling point for him to purchase his lot. He further stated he is not an engineer but when the hurricanes came through he had 12ft of water in his yard and if they build the proposed development the water will be a problem for his yard. Chairman West stated he knows it will be high -end homes and feels it should not be something that the nearby residences will not be proud of but he still sympathizes with their concerns. Vice Chair Golden inquired if the developer would consider any more buffers on the back along the ditch and maybe consider doing away with the two lots. Mr. Fogel stated they have lost a lot already and he can not commit to anything for the owner. He further stated they will work with their landscaper to create a visual buffer on their property but there is already a 45ft. buffer between his lots to theirs. Mr. Gaestel stated that Mr. West did make the point that when they reach this point of the process the developer has already had a lot invested; however, the surrounding residences were not included in the process until today so it is only at this point that they can voice their input. Chairman West reminded Mr. Gaestel that the developer is willing to work with staff regarding the trees and buffers. Mr. Fogel stated he would be willing to meet with the neighboring residences. The Public Hearing was closed for Chateau Reserve — Annexationl Rezoning & Preliminary Subdivision Plan. Member McKey stated he does not have any problem with the annexation part but he would like to add conditions to the preliminary subdivision plan approval. Member Conkling inquired what the current zoning is for the subject property. Principal Planner Fabre stated it is A-1 and is being rezoned to Residential. Member Rhodus inquired if they should approve the annexation/rezoning and then table the preliminary subdivision plan approval until the developer has met with the neighboring residences. Chairman West reminded Member Rhodus that this is just the preliminary and they still have the final subdivision plan that will come before them for approval. They can put conditions that would require the developer to comply subject to the final subdivision plan. Community Development Director Wagner stated that it could be split up into three parts and Planning and Zoning Commission Regular Meeting February 12, 2008 it is totally the board's option on what they would like to do. He further stated he could not recall the last time this board tabled an item but it can be done should they chose. Community Development Director Wagner stated that they normally make a recommendation to the commission and if they have concerns they put in their concerns so that the project moves forward. Vice Chair Golden stated one of the things that Orange County does is they have a condition put in that requires a community meeting prior to their final subdivision plan. Member Conkling stated one of the comments he has is that when he looks at the overall changing of the zoning had it been requested prior to looking into annexing it then the homeowners would have had an opportunity to see that there was a zoning change to "Residential" and could have voiced their comments prior to the developer investing money into that property. A lengthy discussion ensued regarding the annexation/rezoning and the conditions that they would be adding to their motion. Member McKev, seconded by Member Rhodus, moved to recommend approval of the annexation of the ±8.76 acres parcel of land known as the Chateau Reserve with an initial rezoning designation of RI -AA, subject to resolving the last remaining issues addressed in the City Attorney's review memorandum prior to the City Commission formal action. Motion carried 8-1 with Member Conklin_g opposing. City Attorney Palmer stated that any comments from the previous public hearing will carry forward. Chairman West suggested that all the residences that feel they will be affected by the proposed development should get together and elect 2-3 people to represent their group to meet with the developer. Member McKev, seconded by Member Sills, moved to recommend approval of the Chateau Reserve Preliminary Subdivision Plan date stamped received by the City on February 5, 2008, subject to approval of the annexation and initial zoning for the subject property and with the following conditions: 1) FEMA Map revisions — no certificate of occupancy should be given by the City of Ocoee until FEMA provides their final determination of the 100-year floodplain map change for the development based on the as -built for the development, 2) larger buffer and tree preservation during the additional grading of the lot, and 3) a meeting between homeowners, developer, and staff prior to the start of final subdivision plan design. Motion carried 8-1 with Member Conkling opposing. 8 Planning and Zoning Commission Regular Meeting February 12, 2008 HIGHPOINT CHURCH — SPECIAL EXCEPTION Principal Planner Rumer stated the location for the proposed special exception is to the existing Haynes Brothers Furniture Store site. The existing facility has frontage on Hwy 50 and is located on the north side of Ocoee Commerce Parkway; at the northeast corner of the intersection of Ocoee Commerce Parkway and Central Commerce Lane. The total subject property is approximately 1.8 acres in size containing a C-2 (Community Commercial) zoning designation. Churches are special exception to this zoning district. The applicant is not proposing any exterior improvements to the building or site. The proposed sanctuary will seat 362. DEVELOPMENT REVIEW COMMITTEE RECOMMENDATION The DCR met on January 31, 2008, and reviewed the Special Exception application and site plan. The DCR recommended approval of the Special Exception request with the following conditions: a. This Special Exception shall expire twelve (12) months from the date of approval by the City Commission unless a building permit is obtained prior to such date, such permit being for the construction of the proposed use authorized by the Special Exception. Further, upon issuance of the building permit, the Applicant (or its agent) shall diligently proceed in good faith to complete construction in accordance with the terms hereof. Failure of the Applicant (or its agent) to proceed as aforesaid shall provide a basis for revocation of the Special Exception by the City Commission. b. Approval of this Special Exception does not authorize commencement of development. Prior to issuance of a building permit, it will be necessary to obtain site plan approval pursuant to the provisions of Article IV of the Ocoee Land Development Code. Further, compliance with all other applicable provisions of the Ocoee Land Development Code shall be required. c. The Applicant shall make a good faith effort to obtain a Certificate of Occupancy for the use authorized by the Special Exception within of issuance of the building permit. d. Should the use authorized by this Special Exception be terminated or substantially modified or expanded in a manner inconsistent with the conditions of approval for the Special Exception, then said Special Exception may be revoked by the City Commission at its sole discretion. 0 Planning and Zoning Commission Regular Meeting February 12, 2008 e. The Special Exception for use as a church shall be applicable only to the proposed Highpoint Church shown on this Site Plan for Special Exception and is not transferable to any other operator prior to issuance of a Certificate of Occupancy. f. This Special Exception is limited to a church use for Sunday services only, which use shall include Sunday school and childcare during Sunday services only. Except as provided in this Condition of Approval, no church, school or childcare uses shall be permitted on the property. g. Prior to the issuance of any Certificate(s) of Occupancy for the project by the City, the Applicant shall be required to provide landscaping on the site consistent with the requirements set forth on Sheet LA-1 of that certain Final Site Plan for Haynes Brothers Furniture Store, as approved by the City on September 29, 2000 (the "Approved Plan"). The landscape requirements set forth on Sheet LA-1 of the Approved Plan are incorporated herein by reference and shall be considered a part of this Site Plan for Special Exception in the same manner as if such requirements were set forth fully herein. h. Any exterior building modification may require an amendment to the Special Exception and City Staff should be consulted to determine if the proposed modification is major or minor. Principal Planner Rumer stated there was issue with parking due to the Haynes Brother Furniture having had requested a waiver to reduce the amount of parking because they provided evidence that the furniture store would not provide as much traffic as a retail center. There are no provisions in the code to modify parking in a C-2, so with the proposed use of the building being limited to just Sunday, staff was agreeable to them to provide a letter from the adjacent properties that would give them adequate room to meet the parking for 362 seats. STAFF RECEOMMENDATION Based on the above analysis, Staff recommends that the Planning and Zoning Commission recommend approval of the Highpoint Church Special Exception subject to incorporating the eight conditions mentioned above. Planning and Zoning Commission Regular Meeting February 12, 2008 DISCUSSION Member Sills stated he went out to the property and from the front door of the proposed church to the first parking space in the State Farm Building it is 615 feet. He further stated that there are only 20 parking spaces in the State Farm Plaza and that is assuming that HouseBlends Cafe is not open on Sunday morning. He feels parking is a big issue. Chairman West inquired as to what business is next to the church. The applicant stated it is Associates in Dermatology and they are closed on Sunday. Member Campbell inquired if there is a back door into the building. He further stated if there is a back entrance and they installed a sidewalk, it would alleviate the issue Mr. Sills mentioned. Vice Chair Golden inquired from the City Attorney about the legally recorded parking agreement. City Attorney Palmer stated they made a general recommendation to the extent that off -site parking would be permitted if some sort of easement agreement would be recorded that would address certain concerns such as if the State Farm business were to not renew their lease and new tenants were to move who would be open on Sunday. Member McKey inquired if the applicant has been encouraged to look at other surrounding businesses parking lots for parking. Principal Planner Rumer stated they were encouraged to find other sources and they did provide only one letter. The Public Hearing was opened for Highpoint Church — Special Exception. Keith Tower, Senior Pastor for Highpoint Church, thanked the board and stated they are a two year congregation and they currently meet at the Orange County Bar Association. The congregation currently has 70+ members and the facility they have right now only has 35 parking spaces. They will be coming to this location with about 70 members and they currently have adequate parking spaces. He did get a letter from his friend at the State Farm building that would allow them to use their 20 spaces should they need them. They have no intention of parking in the street and will add a second service if needed. The dermatologist office will also allow them to use their spaces when they are closed on Sunday. Chairman West inquired if they are purchasing the building. Mr. Tower stated he just purchased it. Chairman West inquired from Mr. Tower that since they are going to be located in a commercial area would he have a problem if a restaurant opened up and served alcohol. Mr. Tower stated that would not offend them since they serve the community and try not to disrupt it. Member Dillard stated will it just be Sunday services or will they be having some church events. Mr. Tower stated they will not be having any daycare or schools and as of now they do not have anything going on mid -week other then a staff meeting. Chairman West inquired if they have looked into purchasing the land in the nearby field. Mr. Tower stated it is his understanding that the land is owned by FDOT to be a retention pond when they widen Hwy 50. Member Morris stated that under the DRC recommendation it II Planning and Zoning Commission Regular Meeting February 12, 2008 limits them to Sunday only and he feels that should be changed because if in the future they would like to have a youth Friday evening service or any other mid- week service they could not. Mr. Towers stated they do not currently have other services but if they had the opportunity in the future they would love too. Vice Chair Golden inquired if they have any problem with a legally binding parking agreement. Mr. Tower stated his understanding is staff was okay with not having it and he has great relationships with all the neighbors that are currently there. The Public Hearing was closed for Highpoint Church — Special Exception. Member Morris, seconded by Member Rhodus, moved to recommend approval of the Highpoint Church Special Exception subiect to incorporating the conditions mentioned excluding condition "F" and adding the condition that the parking issue can be revisited at such time that overflow parking becomes an issue. Motion carried 8-1 with Member Sills opposing. OCOEE RELIEF MIDDLE SCHOOL — SPECIAL EXCEPTION Principal Planner Rumer stated the proposed Ocoee Relief Middle School is located on the northeast corner of Ingram Road and Cemetery Road. The subject property is 25 acres in size, zoned R-1A (Single -Family Dwelling). The site is currently vacant, consisting of planted pines. The Future Land Use of the property is low density residential. The property was purchased by the Orange County School Board (OCSB) in 2002, with the intentions of building a relief middle school. The southern portion of the parcel that consists of approximately 5± acres is being left undeveloped with the possibility that the City of Ocoee can lease or purchase the area for a city park or trail head. The OCSB submitted a traffic analysis in connection with the proposed school. The analysis indicated that OCSB is required to construct one northbound left -turn lane on Ingram Road at the Cemetery Road intersection. The eastbound approach on Cemetery Road should feature one left -turn and one right -turn exiting lanes and they will also construct a 5 ft. sidewalk and bring it down to the existing 5ft. sidewalk. DEVELOPMENT REVIEW COMMITTEE RECOMMENDATION: On January 31, 2008, the Development Review Committee (DRC) met to discuss the Special Exception for Ocoee Relief Middle School. The DRC recommended the Planning & Zoning Commission recommended approval of the special exception application for Ocoee Relief Middle School subject to the following conditions: 12 Planning and Zoning Commission Regular Meeting February 12, 2008 A. The Orange County School Board (OCSB) will work in good faith to develop a site plan that is cohesive with the City of Ocoee's Land Development Code with respect to landscaping, shielded lighting fixtures with light poles painted black, and black vinyl fencing around the bicycle storage area. B. The City of Ocoee staff will have the opportunity to review the construction plans for the site prior to commencement of construction and the School Board will consider all comments in good faith. C. The Orange County School Board (OCSB) will pave Ingram Road with curb and gutter the length of the property frontage on Ingram Road. D. The Orange County School Board (OCSB) will pave Cemetery Road with curb and gutter from Ingram Road to the entrance. E. The Orange County School Board (OCSB) will construct a minimum 270' left turn lane on Ingram Road to access Cemetery Road. F. The Orange County School Board (OCSB) will construct a left turn lane on Cemetery Road to access Ingram Road. G. The Orange County School Board (OCSB) will construct a 5' sidewalk along Ingram Road, adjacent to property frontage. Principal Planner Rumer added that the applicant has requested one waiver to the Land Development Code, which will be presented separately to the City Commission. The applicant is requesting a waiver to Article V, Table 5-2 of the Land Development Code. This section of the Land Development Code requires a maximum building height of 35 feet for the R-1A zoning district. Accordingly, the applicant is requesting a maximum building height of 50 feet for the building labeled as: Building 600 Classroom. DISCUSSION Vice Chair Golden inquired about Ingram Road and if they are going to improve that road. Community Development Director Wagner stated there is an agreement with Orange County that when Clarcona-Ocoee Road is widened that is when they will put in all the turn lanes and traffic signals. Vice Chair Golden inquired if there is going to be additional buffering because of the height. Principal Planner Rumer stated since the building will be 160ft away from the edge right-of-way they did not ask for any increased buffering. He further stated that conditions can be put on special exception to help it comply with code. 13 Planning and Zoning Commission Regular Meeting February 12, 2008 Member McKey inquired if they know where the air conditioning unit would be and inquired if it was near the residences. The Public Hearing was opened for Ocoee Relief Middle School — Special Exception. Tyrone Smith, Senior Manager in the Planning/Government Relations Office of Orange County Public School, stated that the air conditioning unit will be water cooled and not air cooled so that will be significantly less noise. Vice Chair Golden inquired if for security reasons was there going to be a fence of wall around the air conditioning units. Alex Rusto, Director of New Construction, stated the chiller would be enclosed on three sides with a wall that is the height of the chiller. Member Conkling stated that the portables have air conditioners that will be pretty close to the residences in the neighboring subdivision. Member Rhodus inquired why there were portables if the school was not built yet. Mr. Smith stated it is for future expansion should they need them. Christopher Block, 3464 McCormick Woods Drive, stated he is in support of the Middle School but based on the site plan that was presented there will be 50ft between his lot and the roadway and they are not expecting that there will be much of a buffer. He further stated his concern is that when the portables do go into those lots they will not only have the noise to deal with but also the unsightliness they will have to look at from their backyard. He is asking for the School Board to consider and for the Board to recommend some form of agricultural buffer between his site and the school. Mr. Smith stated they can certainly take a look at that and also look to see if there is a possibility of saving pine trees in that area. Karen Ginsberg, 3464 McCormick Woods Drive, stated she is in support of the school; however, the only issue she has is she feels they will need to add more of a buffer. She further stated she hopes the school board will take into consideration and realize that they will have a cafeteria, dumpster, and loading dock area within about a 100ft of her backyard. As well as the two-story building that will also be towering over their yard. The Public Hearing was closed for Ocoee Relief Middle School — Special Exception. Vice Chairman Golden inquired as to what would be the required buffer between residential and institutional use or commercial use if it were any other development in Ocoee. Principal Planner Rumer stated depending on the use or size of the building, however, the school is not considered a commercial use. Vice Chair 14 Planning and Zoning Commission Regular Meeting February 12, 2008 Golden stated that the school is an institutional use if they were to label it and further inquired if there was a specific buffering requirement for that use and residential in the code. Community Development Director Wagner stated commercial use would require a 25ft buffer from residential but he does not believe the code actually lists institutional. He further stated they would have to ask the school board if it were possible for them to make the buffer at least 25ft. Mr. Smith stated at this point it would be difficult for OCPS to adjust the site because of the amount of property that they will be using to preserve the southern portion for a possible joint use with the City. He stated the bus loop can not be reduced because the buses are too wide. The buffer they will be providing is not from the LDC Code but they are doing it because they understand the neighbors do expect some type of buffering. Community Development Director Wagner stated they can work with the School Board to put in a buffer that would visually protect the homeowners. Vice Chair Golden, seconded by Member Dillards, moved to recommend approval of the Ocoee Relief Middle School Special Exception subject to the DRC recommended list of conditions and subject to the condition of landscape buffer along the northern/western boundaries of the site and adjacent to the residential use of ±25ft. Motion carries unanimously. MISCELLANEOUS Community Development Director Wagner stated for March they should have at least two projects coming before the board. They are also hoping to have the public hearing on the proposed annexation of the property at the southwest corner of Maguire and Roberson Road, which is within Belmere. ADJOURNMENT The meeting adjourned at 9:31 p.m. Attest: APPROVED: Melanie Sibbitt, Deputy City Clerk 15 Milton West, Chairman PUBLIC HEARING Lake Butler Professional Campus 1. Preliminary I Final Subdivision Plan Preliminary / Final Site Plan Njayor S. Scott Vandergrift City Manager Robert Frank C.-Liter of Good zl vin ic o STAFF REPORT TO: The Planning & Zoning Commission FROM: Bobby Howell, MPA - Senior Planner DATE: March 4, 2008 Commissioners Gary Hood, District 1 Scott Anderson, District 2 Rusty Johnson, District 3 Joel F. Keller, District 4 RE: Lake Butler Professional Campus Preliminary/Final Subdivision Plan - Preliminary/Final Site Plan Project # LS-2007-019 ISSUE: Should the Planning & Zoning Commission recommend approval of the Preliminary/Final Subdivision Plan — Preliminary/Final Site Plan for Lake Butler Professional Campus? BACKGROUND: Lake Butler Professional Campus is approximately 14.11 acres in size and is located at the northeast corner of the intersection of Maguire Road and Tomyn Boulevard. The proposed development is located on Lot 1 of the Villages of Wesmere subdivision, and is the third and final lot proposed for development. The Preliminary/Final Subdivision Plan - Preliminary/Final Site Plan proposes the construction of 7 buildings totaling approximately 165,772 square feet in area. Uses proposed range from retail, restaurant, professional and medical offices. The table below references the future land uses, zoning classifications and existing land uses of the surrounding parcels: Direction Future Land Use Zoning Classification Existing Land Use North Road right-of-way Road right-of-way Florida Turnpike East Commercial C-3 (General Commercial) Master stormwater pond for the Villages of Wesmere South High Density Residential R-3 (Multiple -Family Dwelling) Villages of Wesmere Townhomes West Commercial C-3 (General Commercial Vacant Parcel DISCUSSION: Lake Butler Professional Campus will be accessed via two access points that consist of a right- in/right-out from Maguire Road, and a full access point along Tomyn Boulevard. The plan details the dedication of 245-feet of right-of-way along Tomyn Boulevard and 192-feet of right-of-way along Maguire Road. March 11, 2008 Planning and Zoning Commission Page 2 The right-of-way dedicated along Tomyn Boulevard will allow for the construction of a right -turn lane leading onto Maguire Road, while the right-of-way dedicated along Maguire Road will allow for the construction of a right -turn lane leading into the development from points to the south. In addition, the plan proposes extending the existing left -turn lane onto Tomyn Boulevard from Maguire Road by 50-feet to allow for additional stacking room for vehicles accessing the development from points to the north including SR 50 and Old Winter Garden Road. The subject property is proposed to be divided into two lots; Lot 1 will contain 6 of the 7 proposed buildings, and a majority of the on -site parking and common areas. The uses proposed on Lot 1 will consist of a mix of professional and medical offices. Lot 2 is proposed in the southwest corner of the property and will consist of a mix of retail and restaurant uses. Since the applicant is proposing the divide the property into two lots and dedicate right-of-way, the property will be required to be platted prior to the issuance of building permits. The developer has proposed a central park in the center of the site that will consist of a seating area around which a variety of trees and associated plant materials will be provided. In addition to the seating area, the developer has proposed a fountain in the center of the park. The fountain will serve as a focal point for drivers and pedestrians entering the development from Maguire Road. Additionally, a boulevard style entrance, which will be lined with a variety of palm trees and associated groundcover and shrubs, will be provided as the main point of access leading into the development from Maguire Road. WAIVER REQUESTS: In order to proceed with review of the Preliminary/Final Subdivision Plan — Preliminary/Final Site Plan, the applicant has requested seven waivers from the requirements of the Land Development Code. The City Commission has sole discretion to approve waivers from Code requirements based upon four criteria: 1. If the project is part of an integrated and master planned development; 2. If the project is compatible with surrounding developments; 3. If the project imposes no impacts on City infrastructure greater than that generated by other uses normally permitted in the underlying zoning districts; and /or, 4. If the project provides an offsetting public benefit which is technically sound and measurable. The first waiver that is being requested is to Section 6.14.0 (1)(a)(v) of the Land Development Code. This section of the Land Development Code requires buildings to be setback at least 50- feet from primary roads. The applicant has requested a reduction of this requirement to allow the buildings that have frontage along Tomyn Boulevard to maintain a building setback of 25- feet. The applicant has justified this request by placing the buildings along Tomyn Boulevard parallel to the street in order to buffer the parking and service areas that will be provided on site, and by providing upgraded landscaping standards that are acceptable to the City. The second waiver that is being requested is to Section 6.14.C(1)(a)(v) of the Land Development Code. This section of the Land Development Code requires buildings to be setback at least 75-feet from the Florida Turnpike. The applicant has requested a reduction of this setback to allow a 45-foot building setback for a length of 80-feet along the northeast corner of the subject property. The applicant has justified this request by placing the buildings perpendicular to Maguire Road instead of the Turnpike in order to allow flexibility in providing a future City of Ocoee water main extension, and by providing upgraded landscaping standards that are acceptable to the City. March 11, 2008 Planning and Zoning Commission Page 3 The third waiver that is being requested is to Section 6.14.C(2)(b)(i) of the Land Development Code. This section of the Land Development Code requires a 25-foot wide landscape buffer along primary and secondary roads. The applicant is requesting a waiver to this requirement to allow a reduction of this buffer from 25-feet to 15-feet for approximately 192-feet along the portion of the property that has frontage along Maguire Road. The applicant has justified this request by providing a right turn lane leading into the site which will encroach into a portion of the plantable area of the required landscape buffer, and by providing upgraded landscaping standards that are acceptable to the City. The fourth waiver that is being requested is to Section 6.14.C(2)(b)(i) of the Land Development Code. This section of the Land Development Code requires a 25-foot wide landscape buffer along primary and secondary roads. The applicant is requesting a reduction of this requirement from 25-feet to 15-feet for approximately 245-feet from the eastern boundary of the Maguire Road / Tomyn Boulevard intersection southward. The applicant has justified this request by providing a right turn lane on Tomyn Boulevard leading onto Maguire Road that will encroach into a portion of the plantable area of the required landscape buffer. In addition, that applicant has agreed to provide upgraded landscaping standards that are acceptable to the City. The fifth waiver that is being requested is to Table 5-2 from Article V of the Land Development Code. This section of the Land Development Code requires buildings in the C-3 (General Commercial) zoning district to maintain a rear setback of 20-feet. The applicant is requesting a reduction to this requirement from 20-feet to 5-feet for a length of 460-feet along the eastern property line. The inclusion of a retail/restaurant outparcel on site has required the site designer to relocate two of the proposed office buildings along the eastern portion of the property into an area where they will encroach into the required rear setback. The applicant has justified this request by providing a landscaped area containing 75-percent shrubs and groundcover adjacent to these buildings; upgraded landscaping standards that are acceptable to the City, and the dedication of a City of Ocoee utility easement along the northwestern corner of the property adjacent to the Turnpike. The sixth waiver that is being requested is to Table 5-2 from Article V of the Land Development Code. This section of the Land Development Code allows a maximum impervious surface ratio of 70-percent for all development within the C-3 zoning district. The applicant is requesting to increase the maximum allowable impervious surface area to an 80-percent ratio for the overall site area. The applicant has justified this request by agreeing to be responsible for confirming stormwater management and on -site retention requirements are met. The seventh waiver that is being requested is to Table 5-2 from Article V of the Land Development Code. This section of the Land Development Code allows a maximum impervious surface ratio of 70-percent for all development within the C-3 (General Commercial) zoning district. The applicant is requesting to increase the maximum allowable impervious surface area to an 80-percent ratio for the retail/restaurant parcel. The applicant has justified the request by including a retail/restaurant parcel within the site, and by dedicating right-of-way to allow for the construction of the turn lanes on Maguire Road and Tomyn Boulevard in addition to providing upgraded landscaping standards that are acceptable to the City and the dedication of a City of Ocoee utility easement. DEVELOPMENT REVIEW COMMITTEE RECOMMENDATION: The Development Review Committee (DRC) met on February 28, 2008 and reviewed the Preliminary/Final Subdivision Plan — Preliminary/Final Site Plan. The applicant was notified of outstanding concerns on the plans from the Planning Division, the Engineering Department, and the Legal Department. March 11, 2008 Planning and Zoning Commission Page 4 A few additional concerns were addressed, and the DRC voted unanimously to recommend approval of the Preliminary/Final Subdivision — Preliminary/Final Site Plan date stamped January 25, 2008, and all seven waiver requests, subject to the satisfaction of the outstanding concerns prior to the plans being presented to the City Commission. STAFF RECOMMENDATION: Staff recommends that the Planning and Zoning Commission recommend approval of the Preliminary/Final Subdivision Plan — Preliminary/Final Site Plan for Lake Butler Professional Campus, and all seven waiver requests, subject to the satisfaction of the outstanding concerns prior to the plans being presented to the City Commission. Attachments: Location Map FLU Map Zoning Map Aerial Map Planning Division Comments Engineering Department Comments Legal Department Comments Final Subdivision/Final Site Plan for Lake Butler Professional Campus, date stamped January 25, 2008 O:\Staff Reports\2008\SR080011_BH_LkButlerProfCamp_P-F_Sub_Site_Plan_P&Z.doc ati" 5ti Neighborhood Shopping Communityw General Commercial (C-3) Restricted Manufacturing Warehousing (1 94Industrial (1-2) Commercial i IIIY... Low Density' ': Mediumi High Density Public Unclassified Lakes • Water Bodies INIavor S. Scott Vaiidergrift CA:Lmaa�A=' Robert Frarik "REM Conamissioners Gary flood, District 1 Scott, Anderson, District 2 Rtisty,Jobnsoii, District ""I Joel F. Keller, District -4 TO: Sherry Seaver, Development Review Coordinator FROM: Bobby Howell, MPA, Senior Planner DATE: February 26, 2008 RE: Lake Butler Professional Campus — 3rd review Preliminary/Final Subdivision Plan - Preliminary/Final Large -Scale Site Plan These comments list the concerns of the Planning Division related to the current plan submittal. Lake Butler Professional Campus — Preliminary/Final Subdivision Plan / Preliminary/Final Large - Scale Site Plan Page 2 of 2. Resolved Resolved . Resolved Resolved Resolved 7. Resolved 8. Resolved 9 Resolved 10. Resolved 11 a (Repeat Comment 12/13/ Please provide a chart on the site data section that indicates the square footage of each use type that will be provided in each building, Staff suggests this information be provided in the following format (2/ / ) The -total square footage ,on the building area chart provided on Sheet' and the total square footage on the building data chart on this shut do not match. Please ensure the same square foota es are noted on both charts. ao rova/. 1 . Please note benches, bike racks, and trash receptaclesrequired to •. provided at the entraince of each building. �LDC, Section �6-14 (1) -N (5) & SeLtion 6.14 (i) (2)) Please show these locations on the plans, and provide cut sheets of said benches, bike racks, and trash receptacles for review. Lake Sutler Professional Campus — Preliminary/Final Subdivision Plan / Preliminary/Final Large - Scald Site Plan Page 3 of 1. Please note the monument sign detail in the plan set will not constitute' issuance of a sign permit. All signage provided on site requires a separate building permit to be obtained, . Staff recommends the screen wall that is proposed behind the retail complex not exceed -feet in height sine the Land Development Code discourages walls and fences from exceeding -feet in height. Since this project will be presented to the Planning ,& Zoning Commission and City Commission for approval„ it is recommended the architectural renderings; of the proposed buildings be included in the plan set for the Commission members to review, . Please note staff is suggesting each dumpstor enclosure should be designed to match the architecture of the primary buildings; and be provided with black metal gates. Please providenotes can the dumpster enclosure detail on Sheet 21 that indicate if said enclosures will be designed in this manner: Lake Butler Professional Campus — Preliminary/Final Subdivision Plan / Preliminary/Final Large - Scale Site Plan Page 4 of 4 . Please label each building on the landscape plan as it is labeled on the civil plan to make it easier to determine Iodations for the zoning inspector when the landscaping is inspected in the field. . For pedestrian and motorist safety purposes, it is recommended to provide light poles at the entrances to the site along Maguire Road and To yn Boulevard. Manor S. Scott Vandergrift Cit)LMana r ge Robert Frank Conimissioners Gary Hood, District I Scott Anderson, District 2 Rusty Johnson, District, 3 Joel F. Keller, District 4 Lake Butler Professional Campus — Preliminary/ Final Subdivision Review Large Scale Site Plan — Ist Staff Review Engineering Department Comments February 27, 2008 The following are the results of your first submittal for the above referenced project. If you have any questions pertaining to the requested information, please contact our office. The following comments are items that have been carried forward from the Preliminary Subdivision Review. 9 a a H N 01 # llillillillili!!I�1!111�111111� I I ��11111 111111liq 111111111111111111 (Repeat Comment) During final review the number and location of cateb basins will be ffirtber commented on. There is currently stormwater pipe located under Building will need to be relocated during final review. Add an inlet in the southwest corner of the retail complex lot and in the western portion of the parking lot behind Building D in order to reduce the length of traveffor �stormwater runoff. (Repeat Comment) All fire hydrants are to be located a minimum of one and one-half building heights away from the buildings. (Repeat Comment) An individual water meter is required for every individual unit or at a minimum every building. City of Ocoee - 150 N Lakeshore Drive - Ocoee, Florida 34761 Phone: (407) 905-3 100 - Fax: (407) 656-8504 - m-A,-w.ci.ocoee.fl.US Lake Butler Professional Campus February 27, 2008 Page 2 of 3 . (Repeat Comment) Any required grease traps will need to be shown on plans. Relocate the grease traps out oft e stormwater flow line and add sufficient grease traps t accommodate an a individual grease trap(s) per restaurant. The following comments are new based on the first submittal of the Preliminary/ Final Subdivision Plans as submitted January 28, 2008. I. The survey, recorded plat, and site plans show different parcel configurations in the southwest comer of the site. Is it intended to replat this parcel? The survey, site layout, and recorded plat should all match unless a r plat is planned. 2. Add flow arrows to the retail complex portion of the Master Drainage Plan. 3. Provide stormwater pipe hydraulics. Currently the majority of the stormwater pipes have slopes which will produce a flow below the minimum required to re -suspend solids. The slopes need to be as such that the minimum flow will be above 2.5fps and the maximum flow will not exceed I Ofps. 4. Add a sheet to the plans which will be only for signing and pavement marking layout as well as all notes and details pertaining to. Remove this information from all other plans. This comment does not apply to the Offsite Tum Lane Plans. Contact Roger Schmidt at Parsons Engineering to obtain Proposed Grading of the Turnpike widening project and include these on the plans. 6. Label each Offsite Turn Lane Plan corresponding to which street it displays.. The Maguire Road Offsite Turn Lane Plan needs to include the existing 12" forcemain and the entire existing 16" reuse main. Add a note indicating all stripping will be thermoplastic. 7.. Remove the note on the Offsite Turn Lane Plan which indicates the City ofOcoee to bury the existing overhead electrical lines. 8. Add gate valves to the watermain as needed. All tee intersections are required to have three gate valves. . Insure plans indicate the following: a. Developer will own gravity sanitary sewer b. City will own and maintain the water main up to meters. c. City will own and maintain the reuse main up to the master meter. 10. Revise plans to indicate all City owned Ovate Lain is to be I.I.P. 11. Change the proposed water main connection to the existing watenriain along Maguire road to cut in a tee with 2 gate valves. 12. Provide details on the plans for all the proposed stem walls and retaining walls currently identified as by others. Lake Butler Professional Campus February 27, 2008 Page 3 of 3 13 Revise all asphalt callouts on the pavement sections to have the "min..." in front of the thickness. 14. The title to sheet ECD-I needs to be changed to Stormwater Pollution Prevention Details. 15. The Traffic Signal Plan is currently indicating proposed changes to signal. If this is existing please label it as such. 16, Revise the Landscape Plans such that there are not trees located within 1 Oft from any under ground Utility Pipes. 17. Will there be irrigation zones which will be doubled ups Currently the flow demand spread per zone is too large for one meter size. 18. There appears to be portions of the parking lot in which the grading is less than 1 %. Revise grading where necessary to meet the minimum 1 % slope.. 19. Revise water and fire flow calculation design connection pressure to 4 psi in stead of 60psi as shown. Engineering Department EPgineer II ■li FOLEY & LARDNER LLP ATTORNEYS AT LA CLIENT -MATTER NUMBER 020377-0856 Sherry Seaver, Development Review Coordinator Nicholas N. Palmer, Assistant City Attorney DATE: February 28, 2008 Lake Butler Professional Campus Project No. LS-07-19 (Third :Review) In connection with the above -referenced project, we have reviewed the following documents: 1. Letter of Transmittal from Ricker & Associates, Inc. dated January 25, 2008 and date stamped received by the City of Ocoee on January 25, 2008; 2. Response letter from Miller Legg dated.. January 25, 2008 and date stamped received by the City of Ocoee on January 25, 2008 and 3. Preliminary/Final Subdivision Plan and Preliminary/Final Site Plan for Lake Butler Professional Campus date stamped received by the City of Ocoee on January 25 2008 (the "Plan"), This memorandum supersedes our previous memorandum dated November 7, 2007 and January 14, 2008. used upon our reviewof the documents noted above and pursuant to the Land Development Code, we have the following comments: 1. Comments Directed to City Staff The following comments are addressed to andlor request direction from tarty 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 ate fully advised regarding Ci Stcxf f',s direction. 1; City Staff should note that we received revised draft of the Development Agreement for the project directly from the Developer's attorney. We will provide any comments related thereto under separate cover. City Staff should note that any DC Motion to recommend approval of the Plan should be subject to and conditioned upon the execution of a Development Agreement mutually agreeable to the Developer and the City: Il. Repeat Comments Um The following comments were included in the City Attorneys prior memorandum regarding the Plan, however, they were not fully addressed as part of the Applicant's current submittal. The following comments may also relate to prior comments provided by other City Departments that were not fully addressed as part of the Applicant's current submittal. 2. [Repeat Comment] Please provide a current title report or attorney's title opinion (the "Title Report") for the subject property, 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. Please be advised that the City Attorney has not received a copy of the Title Report. Please provide a copy of the requested Title Report for our review. 111. Comments in Response to New Plan The following comments are based on changes made to the Plan since the Applicant"s prior submittals) or relate to new information or documents that have been provided since the Applicant's prior submittal(s). 3. We note that the Response Letter indicates that a Master Property Owners Association will maintain certain common areas for the project. Please note that, pursuant to CA No. 17, all legal instruments, including property owners association documents, shall be subject to the City's review and approval at the time of platting. At that time, it may be necessary to distinguish the responsibilities of the master association and any condominium associations that are being formed. 4. At the time of platting, the Applicant may wish to create a separate tract for the entry driveway and fountain, which would be owned and maintained by the master association. If you have any questions regarding this matter, please do not hesitate to call. cc: Paul E. Rosenthal, City Attorney 2 ORLA680790.1 CITY OF OCOEE, FLO . R PARCEL 1wDm:.29=22=28=8895=01=001 INDEX Sheet Number Sheet Title Sheet Description 1 COV-1 COVER 2 COA-1 CONDITIONS OF APPROVAL 3 NTS-1 NOTES & SPECIFICATIONS 4 ABR-1 ABBREVIATIONS & SYMBOLS 5 BTS-1 BOUNDARY & TOPOGRAPHIC SURVEY 6 BTS-2 BOUNDARY & TOPOGRAPHIC SURVEY 7 AER-1 AERIAL PLAN 8 SDP-1 SUBDIVISION PLAN 9 MSP-1 MASTER SITE PLAN 10 PHS-1 INFRASTRUCTURE PHASING PLAN 11 MDP-1 MASTER DRAINAGE PLAN 12 PGD-1 PAVING, GRADING AND DRAINAGE PLAN 13 PGD-2 PAVING, GRADING AND DRAINAGE PLAN 14 OTL-1 OFFSITE TURN LANE PLAN 15 OTL-2 OFFSITE TURN LANE PLAN 16 MUP-1 MASTER UTILITY PLAN D 0. 17 PP-1 SANITARY SEWER PROFILES 00 18 WD-1 POTABLE WATER DETAILS 19 SD-1 SANITARY SEWER DETAILS 20 TYP-1 TYPICAL SECTIONS 0 Cq 0 21 PDD-1 PAVING, GRADING, & DRAINAGE DETAILS 0 z 22 PPP-1 STORMWATER POLLUTION PREVENTION PLAN z 23 PPP-2 STORMWATER POLLUTION PREVENTION PLAN M D 24 ECD-1 EROSION CONTROL DETAILS z 5� 25 TSP-1 TRAFFIC SIGNAL PLAN z 26 TSP-2 TRAFFIC SIGNAL DETAILS & NOTES 27 LNP-1 LANDSCAPE PLANS 28 LNP-2 LANDSCAPE PLANS 29 LND-1 LANDSCAPE DETAILS 30 IRR-1 IRRIGATION PLAN 31 IRR-2 IRRIGATION PLAN 32 IRD-1 IRRIGATION DETAILS 33 IRD-2 IRRIGATION DETAILS 34 IRN-1 IRRIGATION NOTES 0 TOWNSHIP 22S -RANGE 28E- SECTION 19 out I OWNER LAKE BUTLER PROFESSIONAL CAMPUS, LLC 300 S. ORANGE AVE., SUITE 1525 ORLANDO, FLORIDA 32801 PHONE: (321) 206-3399 FAX: (407) 872-7334 CONTACT: MARK RIEKER CIVIL ENGINEER MILLER LEGG 631 SOUTH ORLANDO AVENUE, SUITE 200 WINTER PARK, FLORIDA 32789-7122 PHONE: (407) 629-8880 FAX: (407) 629-7883 MARC STEHLI, P.E. GEOTECHNICAL ENGINEER UNIVERSAL ENGINEERING SCIENCES 3532 MAGGIE BOULEVARD ORLANDO, FLORIDA 32811 PHONE: (407) 423-0504 FAX: (407) 423-3106 CONTACT: TONY MERHEB, M.S., P.E. APPLICANT RIEKER AND ASSOCIATES, INC. 300 S. ORANGE AVE., SUITE 1525 ORLANDO, FLORIDA 32801 PHONE: (321) 206-3399 --FAX- .(407) 872-7334 CONTACT: MARK RIEKER SURVEYOR �t .� ,-,ITINKLEPAUGH SURVEYING SERVICES, INC. -,-379-:W- MICHIGAN STREET, SUITE 208 ORLANDO, FLORIDA 32806 PHONE: (407) 422-0957 FAX: (407) 422-6915 CONTACT: JERRY LIVERNOISE, P.L.S. ErMIM ......... ............ ""OTABLE & REUSE 4!�si CITY OF OCOEE 150 N. LAKESHORE DRIVE OCOEE, FLORIDA 34761 PHONE: (407) 905-3100 CONTACT: DAVID WHEELER, P.E. SANITARY SEWER CITY OF OCOEE 150 N. LAKESHORE DRIVE OCOEE, FLORIDA 34761 PHONE: (407) 905-3100 CONTACT: DAVID WHEELER, P.E. ELECTRIC PROGRESS ENERGY 425 E. CROWN POINT ROAD WINTER GARDEN, FLORIDA 34787 PHONE: (407) 905-3303 CONTACT: EG TELEPHONE UTILITY U) M 0 .j z 0 E C E w E 2 9 '20 0 8 IL , T FEB EMBARQ P.O.BOX 770339 WINTER GARDEN, FLORIDA 34777 PHONE: (407) 814-5351 CONTACT: GAS COMPANY LAKE APOPKA NATURAL GAS 1320 S. VINELAND ROAD WINTER GARDEN, FLORIDA 34777 PHONE: (407) 656-2734 CONTACT: CABLE COMPANY BRIGHTHOUSE NETWORKS 844 MAGUIRE ROAD OCOEE, FLORIDA 34761 PHONE: (407) 532-8509 CONTACT: APPROVED : MARC D 6. STEHLI, P.E. 1 34 FLA. REGISTRATION N5278 1 DATE SH-OF 29 LOCATION MAP.• N.T.S. CONDITIONS OF APPROVAL 1. THE CITY OF OCOEE IS SUBJECT TO THE TERMS, PROVISIONS, AND RESTRICTIONS OF FLORIDA STATUTES, CHAPTER 163, CONCERNING MORATORIA ON THE ISSUANCE OF BUILDING PERMITS UNDER CERTAIN CIRCUMSTANCES. THE CITY HAS NO LAWFUL AUTHORITY TO EXEMPT ANY PRIVATE ENTITY OR ITSELF FROM THE APPLICATION OF SUCH STATE LEGISLATION AND NOTHING HEREIN SHALL BE CONSTRUED AS SUCH AN EXEMPTION. 2. EXISTING TREES 8" OR LARGER (OTHER THAN CITRUS TREES OR 'TRASH' TREES) LOCATED ALONG PROPOSED LOCATIONS OF BUFFER WALLS OR ROAD RIGHT-OF-WAY LINES WILL BE PRESERVED IF AT ALL POSSIBLE. THE BUFFER WALLS AND ROADS WILL BE DESIGNED AROUND THOSE TREES TO INCORPORATE THEM INTO REQUIRED LANDSCAPE BUFFERS AND AS STREET TREES. 3. THE EXISTING GRADES ON INDIVIDUAL LOTS CONTAINING PROTECTED TREES WILL BE MAINTAINED AS MUCH AS POSSIBLE TO PRESERVE EXISTING PROTECTED TREES. FOR LOTS CONTAINING PROTECTED TREES, THERE WILL BE NO GRADING OR OTHER CONSTRUCTION ON INDIVIDUAL LOTS EXCEPT AS SPECIFIED IN THE FINAL SUBDIVISION PLAN, UNTIL BUILDING PERMITS ARE ISSUED FOR THOSE LOTS. 4. REMOVAL OF EXISTING PROTECTED TREES WILL BE LIMITED TO CLEARING ROAD RIGHT-OF-WAY AND RETENTION AREAS AS DETAILED IN THE FINAL SUBDIVISION PLAN. ALL EXISTING PROTECTED TREES ON INDIVIDUAL LOTS WILL BE EVALUATED AT THE THE TIME OF SITE PLAN REVIEW FOR THAT LOT, TO DETERMINE WHETHER OR NOT EACH TREE NEEDS TO BE REMOVED. 5. IN ORDER TO INSURE THAT AS MANY EXISTING TREES AS POSSIBLE WILL BE PRESERVED, ALL ROAD RIGHT-OF-WAYS AND RETENTION AREAS WILL BE FLAGGED FOR REVIEW BY THE CITY PRIOR TO ANY TREE REMOVAL. NO CLEARING PERMITS WILL BE ISSUED FOR SITE WORK OR BUILDING CONSTRUCTION UNTIL THE TREES TO BE PRESERVED HAVE BEEN CLEARLY MARKED WITH TREE PROTECTION BARRIERS. 6. NO PERSON SHALL UNDERTAKE LAND CLEARING OR THE REMOVAL OF ANY PROTECTED TREES WITHOUT FIRST OBTAINING A PERMIT FROM THE BUILDING DEPARTMENT. THE REMOVAL OF PROTECTED TREES SHALL BE MINIMIZED TO THE MAXIMUM EXTENT POSSIBLE AND NO AUTHORIZATION SHALL BE GRANTED TO REMOVE A TREE IF THE DEVELOPER HAS FAILED TO TAKE REASONABLE MEASURES TO PRESERVE THE TREES ON SITE. 7. EACH FIRE HYDRANT SHALL BE OSHA YELLOW IN COLOR AND A BLUE REFLECTIVE MARKER SHALL BE AFFIXED TO THE STREET IN THE CENTER OF THE LANE CLOSEST TO EACH HYDRANT. 8. ALL DRAINAGE, UTILITY AND MAINTENANCE EASEMENTS SHALL BE FOR THE BENEFIT OF THE PROPERTY OWNERS ASSOCIATION. THE LAND BURDENED BY SUCH EASEMENTS SHALL BE OWNED BY THE INDIVIDUAL LOT OWNERS. 9. THE DEVELOPER SHALL CONSTRUCT APPROPRIATE CURB CUTS TO ENABLE CONSTRUCTION OF RAMPS AT ALL RIGHTS -OF -WAY INTERSECTIONS (AND OTHER AREAS AS REASONABLY REQUIRED) IN ORDER TO ACCOMMODATE ACCESS TO SIDEWALKS FOR PERSONS WHO ARE IN WHEELCHAIRS AND OTHER PERSONS WHO ARE PHYSICALLY CHALLENGED. SIDEWALKS ABUTTING EACH PLATTED LOT SHALL BE CONSTRUCTED AT THE TIME OF DEVELOPMENT OF THE LOT AND OTHERWISE COMPLY WITH ALL ADA REQUIREMENTS. WHEN SIDEWALKS ARE CONSTRUCTED ON CORNER LOTS AT CERTAIN LOCATIONS, THE SIDEWALKS WILL BE EXTENDED TO THE CURB AND THE APPROPRIATE RAMPS WILL THEN BE CONSTRUCTED. SIDEWALKS ADJACENT TO COMMON AREAS SHALL BE CONSTRUCTED AT THE TIME OF PERMANENT CONSTRUCTION OF ADJACENT COMMON AREAS. THE PROPERTY OWNERS ASSOCIATION WILL BE RESPONSIBLE FOR THE CONTINUED MAINTENANCE OF ALL STREETS AND SIDEWALKS IN ACCORDANCE WITH ALL ADA REQUIREMENTS THAT MAY NOW OR HEREINAFTER BE APPLICABLE TO THE PROJECT. 10. ALL COMMON AREA IMPROVEMENTS, INCLUDING ENTRY FEATURES, WALLS, LANDSCAPING AND SIDEWALKS ALONG ALL ROADS, AS WELL AS LANDSCAPING AROUND THE RETENTION POND TRACTS SHALL BE COMPLETED PRIOR TO ISSUANCE OF THE CERTIFICATE OF COMPLETION. 11. STREET LIGHTS MEETING CURRENT CODE REQUIREMENTS SHALL BE INSTALLED BY THE DEVELOPERS PRIOR TO CERTIFICATE OF COMPLETION AT THE DEVELOPER'S EXPENSE AND THE COST OF THEIR OPERATION WILL BE ASSUMED BY THE DEVELOPER IN ACCORDANCE WITH ORDINANCE NO. 95-17. 12. ALL TRACTS THAT ARE TO BE OWNED AND MAINTAINED BY THE PROPERTY OWNERS ASSOCIATION SHALL BE CONVEYED TO THE PROPERTY OWNERS ASSOCIATION BY WARRANTY DEED AT THE TIME OF PLATTING. 13. ANY DAMAGE CAUSED TO ANY PUBLIC RIGHT-OF-WAY 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. 14. ALL CROSS ACCESS, UTILITY AND DRAINAGE EASEMENTS SHALL BE PROVIDED PRIOR TO OR AT THE TIME OF PLATTING. 15. ALL UTILITIES INCLUDING ELECTRICAL, CABLE, AND TELEPHONE AND INCLUDING ON -SITE EXISTING OVERHEAD WIRES SHALL BE PLACED UNDERGROUND. 16. A PROPERTY OWNER'S ASSOCIATION SHALL BE CREATED FOR OWNERSHIP AND MAINTENANCE OF ALL COMMON AREAS. 17. ALL LEGAL INSTRUMENTS, INCLUDING BUT NOT LIMITED TO, DECLARATIONS OF COVENANTS, EASEMENTS, AND RESTRICTIONS, DECLARATIONS OF CONDOMINIUM, ARTICLES OF INCORPORATION OF THE PROPERTY OWNER'S ASSOCIATION, AND WARRANTY DEEDS TO THE ASSOCIATION SHALL BE PROVIDED TO THE CITY FOR APPROVAL PRIOR TO PLATTING OR A PORTION OF THE PROPERTY. 18. THE STORMWATER SYSTEM, INCLUDING ALL PIPES, INLETS, MANHOLES AND STRUCTURES, WILL BE OWNED, OPERATED, AND MAINTAINED BY WESMERE COVE PROPERTY OWNERS ASSOCIATION, INC. 19. DELETED 20. EXCEPT AS SPECIFICALLY NOTED ON THIS PLAN, DEVELOPMENT OF THIS PROPERTY SHALL BE CONSISTENT WITH THE REQUIREMENTS OF THE CITY OF OCOEE CODE. 21. 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. 22. PURSUANT TO ORDINANCE NO. 2001-18, ALL SUBDIVISION SIGNAGE MUST BE CONSISTENT WITH THE NAME OF THE SUBDIVISION. ANY SUBSEQUENT CHANGE TO THE NAME OF THE SUBDIVISION MUST BE APPROVED BY THE CITY COMMISSION. 23. DELETED 24. ALL DECLARATION OF COVENANTS AND RESTRICTIONS AFFECTING THE PROPERTY SHALL INCLUDE THE FOLLOWING PROVISIONS: 24.a. PROVISION ALLOWING THE CITY TO LEVY, COLLECT, AND ENFORCE ASSESSMENTS FOR MAINTENANCE OF COMMON AREAS IF ASSOCIATIONS FAILS TO DO SO OR FAILS TO MAINTAIN ASSESSMENTS AT A LEVEL ALLOTTING FOR ADEQUATE MAINTENANCE. 24.b. DELETED 24.c. DELETED 24.d. PROVISION THAT THE ASSOCIATION SHALL AT ALL TIMES BE IN GOOD STANDING WITH THE FLORIDA SECRETARY OF STATE. 24.e. DELETED 24.f. PROVISION THAT NO PROPERTY OWNED BY THE CITY OR ANY OTHER GOVERNMENTAL ENTITY SHALL BE SUBJECT TO ASSESSMENTS LEVIED BY THE ASSOCIATION. 24.g. DELETED 25. THE ARTICLES OF INCORPORATION AND BYLAWS OF THE ASSOCIATION SHALL BE CONSISTENT WITH THE FOREGOING PROVISIONS. 26. 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. 27. THIS PROJECT SHALL BE DEVELOPED IN MULTIPLE PHASES. 28. EACH PHASE OF DEVELOPMENT SHALL STAND ON ITS OWN WITH RESPECT TO PUBLIC SERVICES (SEWER, WATER, ACCESS AND OTHER RELATED SERVICES. 29. ALL ROADS TO BE DEDICATED TO THE PUBLIC UNLESS OTHERWISE NOTED. 30. 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 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. 31. ALL UNDERGROUND UTILITIES SHALL COMPLY WITH ORDINANCE NO. 95-17, WHICH REQUIRES PEDESTAL -MOUNTED UTILITY BOXES TO BE PLACED BACK OFF THE STREET, NO MORE THAN 5' FORWARD OF THE FRONT BUILDING SETBACK LINE, ON ALL RESIDENTIAL LOTS WHICH ARE LESS THAN 70' IN WIDTH, WHERE LOTS WHICH ARE LESS THAN 70' IN WIDTH, WHERE THE LOTS ABUT THE STREET RIGHT-OF-WAY. 32. FINAL STREET NAMING WILL BE COORDINATED THROUGH THE CITY BUILDING DEPARTMENT AT THE TIME OF FINAL PLAT SUBMITTAL. 33. ALL TRACTS WITH UTILITY EASEMENTS WILL NEED TO BE PLATTED PRIOR TO PRE -CONSTRUCTION CONFERENCE AND SET UP MASTER PROPERTY OWNERS ASSOCIATION FOR THE MAINTENANCE OF ALL STORM WATER PONDS. 34. DELETED 35. DELETED 36. NO DEVELOPMENT RIGHTS ARE GRANTED BY THIS PSP WITH RESPECT TO LOTS 1, 2, & 3. THESE LOTS MUST SUBMIT A SEPARATE FINAL SUBDIVISION PLAN AND/OR PRELIMINARY SITE PLAN, AS THE CASE MAY BE. 37. IF ANY LOTS/TRACTS ARE LATER SUBDIVIDED, A PRELIMINARY SUBDIVISION PLAN AND FINAL SUBDIVISION PLAN WILL BE REQUIRED FOR THE DEVELOPMENT OF EACH SUBDIVIDED LOT/TRACT AND A REPLAT WILL BE REQUIRED CONSISTENT THEREWITH. 38. DELETED 39. PURSUANT TO ORDINANCE NO. 2001-18, ALL SUBDIVISION SIGNAGE MUST. BE CONSISTENT WITH THE LEGALLY ASSIGNED NAME OF THE SUBDIVISION. ANY SUBSEQUENT CHANGE TO THE NAME OF THE SUBDIVISION MUST BE APPROVED BY THE CITY COMMISSION. 40. DELETED 41. DELETED 42. "LOW" BUFFERS SHALL BE REQUIRED BETWEEN LOW-RISE (TWO STORIES OR LESS) OFFICE OR MULTI -FAMILY USES AND SINGLE FAMILY AREAS, THEY SHALE CONSIST OF A MINIMUM OF FIFTEEN (15) FEET OF BUFFER AREA SUPPLEMENTED BY BERMS, WALL, AND/OR FENCES, AND LANDSCAPING. 43. LANDSCAPING AROUND THE LIFT STATION SHALL BE REQUIRED IN ACCORDANCE WITH THE CITY OF OCOEE LDC. A SWEET VIBURNUM HEDGE IS PREFERRED. 44. EXISTING OVERHEAD WIRES ALONG MAGUIRE ROAD FRONTAGE .SHALL BE PLACED UNDERGROUND. 45. ALL PIPE SIZES TO BE DETERMINED AT FINAL ENGINEERING. 46. DELETED 47. DELETED 48. DELETED 49. DELETED 50. DELETED 51. DELETED 52. DEVELOPMENT OF THE PROJECT SHALL BE REQUIRED TO PROVIDE THE CITY OF OCOEE PAVED, UNGATED ACCESS TO THE LIFT THE STATION TRACT. 53. THIS PROJECT SHALL COMPLY WITH, ADHERE TO, AND NOT DEVIATE FROM OR OTHERWISE CONLICT. WITH ANY VERBAL OR WRITTEN PROMISE OR REPRESENTATION MADE BY THE OWNER/APPLICATION (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. 54. UNLESS OTHERWISE NOTED, A 5' UTILITY AND DRAINAGE EASEMENT WILL BE PLATTED ALONG ALL SIDE LOT LINES AND A 10' UTILITY, DRAINAGE AND SIDEWALK EASEMENT WILL BE PLATTED ADJACENT TO ALL STREET RIGHTS -OF -WAY AND OTHER PAVED AREAS. SIDEWALKS WILL ONLY BE PLACED IN THIS EASEMENT IF NECESSARY TO RUN THEM AROUND EXISTING PROTECTED TREES TO BE PRESERVED. 55. ALL UTILITIES TO BE PLACED WITHIN THE 10' EASEMENT ADJACENT TO ALL STREET RIGHTS -OF -WAY OR OTHER PAVED AREAS WILL BE PLACED AROUND EXISTING PROTECTED TREES TO BE PRESERVED. 56. AN EMERGENCY ACCESS EASEMENT TO AN OVER ALL DRAINAGE EASEMENTS SHOWN HEREON SHALL BE DEDICATED TO THE CITY FOR EMERGENCY MAINTENANCE PURPOSES AT THE TIME OF PLATTING. THE EMERGENCY ACCESS EASEMENT WILL NOT IMPOSE ANY OBLIGATION, BURDEN, RESPONSIBILITY OR LIABILITY UPON THE CITY, TO ENTER UPON ANY PROPERTY IT DOES NOT OWN OR TAKE ANY ACTION TO REPAIR OR MAINTAIN THE DRAINAGE SYSTEM ON THE PROPERTY. 57. A PERPETUAL, NON-EXCLUSIVE EASEMENT. FOR ACCESS OVER ALL INTERNAL ROADWAYS AND PAVED AREAS SHALL BE GRADTED IN FAVOR OF THE CITY AND OTHER APPLICABLE AUTHORITIES FOR LAW ENFORCEMENT, FIRE, AND OTHER EMERGENCY SERVICES. 58. A CONDOMINIUM ASSOCIATION SHALL BE CREATED FOR THE MAINTENANCE OF ALL CONDOMINIUM COMMON ELEMENTS LOCATED WITHIN LOT 1 (I.E. PARKING, LANDSCAPING, ETC.). 59. THE DEVELOPER SHALL PROVIDE TO THE CITY A DRAFT DECLARATION OF CONDOMINIUM WITH RESPECT TO LOT 1 WITH THE DEVELOPER'S FIRST SUBMITTAL OF THE PLAT FOR THE PROPERTY. THE DECLARATION SHALL BE SUBJECT TO THE REVIEW AND APPROVAL OF THE CITY PRIOR TO THE PLATTING OF THE PROPERTY. THE DECLARATION OF CONDOMINIUM SHALL INCLUDE THE FOLLOWING PROVISIONS: 59.a. PROVISION ALLOWING THE CITY TO LEVY, COLLECT, AND ENFORCE ASSESSMENTS FOR MAINTENANCE OF COMMON ELEMENTS IF THE CONDOMINIUM ASSOCIATION FAILS TO DO SO OR FAILS TO MAINTAIN ASSESSMENTS AT A LEVEL ALLOWING FOR ADEQUATE MAINTENANCE. 59.b. PROVISION THAT THE CONDOMINIUM ASSOCIATION SHALL AT ALL TIMES BE IN GOOD STANDING WITH THE FLORIDA SECRETARY OF STATE. 59.c. PROVISION THAT NO PROPERTY OWNED BY THE CITY OF OCOEE OR ANY OTHER GOVERNMENTAL ENTITY SHALL BE SUBJECT TO ASSESSMENTS LEVIED BY THE CONDOMINIUM ASSOCATION. 59.d. PROVISION THAT ANY AMENDMENT TO ANY PROVISION AFFECTING THE CITY REQUIRES THE CONSENT OF THE CITY IN AN INSTRUMENT RECORDED WITH THE AMENDMENT. 59.e. PROVISION THAT NOTWITHSTANDING ANY PROVISION OF THE DECLARATION TO THE CONTRARY, NO TERMINATION OF THE CONDOMINIUM FORM OF OWNERSHIP OF THE PROPERTY OR THE TERMINATION OF THE DECLARATION SHALL BE EFFECTIVE UNLESS AND UTNTIL SUCH TIME THAT THE CITY OF OCOEE APPROVES OF SUCH TERMINATION IN A WRITTEN INSTRUMENT RECORDED IN THE PUBLIC RECORDS OF ORNAGE COUNTY, FLORIDA. 60. THE PROJECT INFRASTRUCTURE MUST BE DEVELOPED IN ACCORDANCE WITH THE INFRASTRUCTURE PHASING, PLAN SHOWN ON SHEET PHS-1 OF THIS PLAN. THE PHASES MUST BE DEVELOPED IN THE ORDER SHOWN ON SUCH SHEET. 61. ALL FINISH FLOOR ELEVATIONS WILL BE A MINIMUM OF 2' ABOVE THE 100YR STORM ELEVATION. WAIVER TABLE WAVIER REQUEST CODE CODE PROPOSED STANDARDS JUSTIFICATION SECTION REQUIREMENTS NO. BUILDING SETBACKS THE BUILDING WAS PLACED PARALLEL TO TOMYN BOULEVARD TO BUFFER THE PARKING AND SERVICE 1 6-14.C.1.a.v FOR PRIMARY REDUCE THE BUILDING SETBACK FROM AREAS. IN ADDITION, DEVELOPMENT WILL INCLUDE UPGRADED LANDSCAPING STANDARDS ACCEPTABLE (180.6.84) ROADS ARE 50 FEET TOMYN BOULEVARD FROM 50' TO 25' TO CITY. BUILDING SETBACKS REDUCE THE BUILDING SETBACK FROM IN LIEU OF PLACING THE BUILDINGS PARALLEL TO THE TURNPIKE, BUILDINGS WERE PLACED 6-14.C.i.a.v FOR FLORIDA THE FLORIDA TURNPIKE FROM 75' TO 45' PERPENDICULAR TO MAGUIRE ROAD TO ALLOW FLEXIBILITY FOR A FUTURE CITY OF OCOEE WATER MAIN 2' (180.6.84) TURNPIKE ARE 75 FOR A LENGTH OF 80' FROM THE N.E. EXTENSION. THE DEVELOPMENT WILL INCLUDE UPGRADED LANDSCAPING STANDARDS ACCEPTABLE TO FEET CORNER OF THE SUBJECT PROPERTY THE CITY. A LANDSCAPE REDUCE THE LANDSCAPE BUFFER BUFFER 25 FEET IN WIDTH ALONG MAGUIRE FROM 25' TO 15' A RIGHT TURN LANE SHALL BE PROVIDED WHICH ENCROACHES INTO THE PLANTABLE AREA OF THE 3. 6-14.C.2.b.i WIDTH IS REQUIRED FOR A LENGTH OF 192' FROM THE BUFFER. IN ADDITION, DEVELOPMENT WILL INCLUDE UPGRADED LANDSCAPING STANDARDS ACCEPTABLE (180.6.92) ALONG PRIMARY SOUTHERLY BOUNDARY OF THE TO THE CITY. ROADS MAGUIRE ROAD ACCESS POINT A LANDSCAPE REDUCE THE LANDSCAPE BUFFER BUFFER 25 FEET IN WIDTH ALONG TOMYN FROM 25' TO 15' A RIGHT TURN LANE SHALL BE PROVIDED WHICH ENCROACHES INTO THE PLANTABLE AREA OF THE 4' 6-14.C.2.b.i WIDTH IS REQUIRED FOR A LENGTH OF 245' FROM THE BUFFER. IN ADDITION, DEVELOPMENT WILL INCLUDE UPGRADED LANDSCAPING STANDARDS ACCEPTABLE (180.6.92) ALONG PRIMARY EASTERN BOUNDARY OF THE MAGUIRE TO THE CITY. ROADS ROAD INTERSECTION REAR BUILDING A RETAIL OUT PARCEL WAS INCLUDED WITHIN THE SITE REQUIRING THE OFFICE BUILDING TO BE 5-14.A SETBACKS FOR C-3 REDUCE THE REAR BUILDING SETBACK RELOCATED. PER 6-14.C.2.c.IV ON INTEGRATED PARCELS, A SINGLE 10' BUFFER WITH A 75% INCREASE IN 5. TABLE 5-2 ZONING SHALL BE 20 FROM 20' TO 5' FOR A LENGTH OF 460' SHRUBS AND GROUNDCOVER IS PROVIDED. THE DEVELOPMENT WILL INCLUDE UPGRADED LANDSCAPING (180.5.54) FEET ALONG THE EASTERLY PROPERTY LINE STANDARDS ACCEPTABLE TO THE CITY AND THE DEDICATION OF A CITY OF OCOEE UTILITY EASEMENT. MAXIMUM 5-14.A IMPERVIOUS AREA INCREASE THE MAXIMUM ALLOWABLE THE OVERALL MASTER DEVELOPMENT WILL REMAIN WITHIN THE 70% MAXIMUM OVERALL, HOWEVER THE 6. TABLE 5-2 FOR C-3 ZONING IMPERVIOUS AREA TO 80% OF THE NET COMMERCIAL PARCEL SPECIFICALLY WILL BE LIMITED TO 80%. DEVELOPER SHALL BE RESPONSIBLE TO (180.5.54) SHALL BE 70%OF SITE AREA CONFIRM STORMWATER MANAGEMENT AND RETENTION REQUIREMENTS ARE MET. THE NET SITE AREA MAXIMUM A RETAIL PARCEL WAS INCLUDED WITH THE SITE. THIS SITE INCLUDES DEDICATION OF RIGHT-OF-WAY 5-14.A IMPERVIOUS AREA INCREASE THE MAXIMUM ALLOWABLE FOR THE CONSTRUCTION OF THE TWO TURN LANES. THE NET IMPERVIOUS FOR THE OFFICE AND RETAIL 7. TABLE 5-2 FOR C-3 ZONING IMPERVIOUS AREA TO 80 % OF THE PORTIONS WILL REMAIN 80% MAXIMUM. THE DEVELOPMENT WILL INCLUDE UPGRADED LANDSCAPING (180.5.54) SHALL BE 70 % OF RETAIL PARCEL STANDARDS ACCEPTABLE TO THE CITY AND THE DEDICATION OF A CITY OF OCOEE UTILITY DEPARTMENT THE NET SITE AREA EASEMENT 61ATC. CONDITIONS OF APPROVAL SHOWN HEREON WERE REPRODUCED FROM THE WESMERE PRELIMINARY DEVELOPMENT PLAN DATED JUNE 18, 2004 AND APPROVED BY THE CITY OF OCOEE ON MAY 3, 2005. APPROVED FLA. REGISTRATION NO. DATE : �Ld p U V� J 0 N N c r 00 >^CD Q0)rn N =N o dcm lei0 _ x i uj 'o u- N cc 00 .��� WCD U 4 Cn s N .� CO c o c V CERTIFICATES OF AUTHORIZATION: E87318 LB6680 LC0337 JBG RGP I LW DES. DWN. CHK. _PROJECT / FILE NO. 07- 00203 DRAWING NO. COA-1 DATE DRAWN: 2 OF 7/27/07 SH. 34 . GENERAL NOTES XIV. tpAVI RAINAGE NOTES A. THESE GENERAL NOTES APPLY TO ALL WORK IN THIS SET OF DRAWINGS. B. IT IS THE RESPONSIBILITY OF THE CONTRACTOR(S) TO ENSURE THAT ALL REQUIRED PERMITS ARE OBTAINED AND ARE IN HAND AT THE JOB SITE PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. CONTRACTOR SHALL ABIDE BY ALL PERMIT CONDITIONS. C. CONTRACTOR IS ADVISED THAT THE U.S. ENVIRONMENTAL PROTECTION AGENCY REQUIRES THAT ALL OPERATORS FILE A NOTICE OF INTENT (N01) FOR STORMWATER DISCHARGES ASSOCIATED WITH CONSTRUCTION ACTIVITY UNDER THE NPDES GENERAL PERMIT PRIOR TO BEGINNING WORK. IT IS THE CONTRACTOR'S SOLE RESPONSIBILITY TO OBTAIN THE SAME. IF NOT PROVIDED BY THE ENGINEER AND TO PROVIDE ALL REQUIRED MONITORING REPORTS. A COPY SHALL BE SENT TO THE ENGINEER OF RECORD., ARCHITECT OF RECORD AND THE OWNER. D. FLORIDA LAW (F.S. 553.851) PROTECTION OF UNDERGROUND PIPELINES MANDATES THAT "NO EXCAVATOR SHALL COMMENCE OR PERFORM ANY EXCAVATION WITHOUT FIRST OBTAINING INFORMATION CONCERNING THE POSSIBLE LOCATION OF GAS PIPELINES IN THE AREA OF PROPOSED EXCAVATION." THE EXCAVATOR MUST NOTIFY THE GAS UTILITY A MINIMUM OF 48 HOURS AND A MAXIMUM OF 5 DAYS PRIOR TO EXCAVATION EXCLUDING HOLIDAYS, SATURDAYS OR SUNDAYS. E. CONTRACTOR SHALL NOTIFY ALL APPROPRIATE UTILITY COMPANIES OF PROPOSED START OF WORK IN ACCORDANCE WITH THEIR STANDARD REQUIREMENTS, INCLUDING BUT NOT LIMITED TO, WATER, SANITARY SEWER, POWER, NATURAL GAS, TELEPHONE AND CABLE TV COMPANIES. F. IT SHALL BE THE CONTRACTOR'S SOLE RESPONSIBILITY TO TAKE THE NECESSARY PRECAUTIONS TO ENSURE PROPER SAFETY AND WORKMANSHIP WHEN WORKING IN THE VICINITY OF EXISTING UTILITY LINES. G. THE CONTRACTOR SHALL BE RESPONSIBLE TO COORDINATE WITH THE APPROPRIATE UTILITY COMPANY AND / OR THE APPROPRIATE POWER CORPORATION ON ANY WORK IN THE VICINITY OF OVERHEAD OR UNDER -GROUND POWER LINES. H. CONTRACTOR SHALL VERIFY PROPER CLEARANCE BELOW EXISTING OVERHEAD POWER LINES PRIOR TO WORKING WITHIN THE VICINITY OF THE POWER LINES. I. ALL INSPECTIONS WILL BE MADE BY THE RESPECTIVE GOVERNING AGENCY. THE ENGINEER OF RECORD WILL PROVIDE CONSTRUCTION OBSERVATION SERVICE. J. ALL RECOMMENDATIONS AND REQUIREMENTS OF THE INSPECTION PERSONNEL OTHER THAN THE OWNER'S SHALL BE REPORTED TO THE ENGINEER PRIOR TO IMPLEMENTATION. COMPENSATION WILL NOT BE ALLOWED FOR WORK WHICH IS NOT AUTHORIZED BY THE ENGINEER OR OWNER. K. ALL WORK SHALL BE OPEN AND SUBJECT TO INSPECTION BY AUTHORIZED PERSONNEL OF THE CITY, OWNER, INVOLVED UTILITY COMPANIES, PROJECT ENGINEER, AND REGULATORY AGENCIES. L. ANY DIFFERING SITE CONDITIONS FROM THAT WHICH IS REPRESENTED HEREON, WHETHER ABOVE, ON OR BELOW THE SURFACE OF THE GROUND, SHOULD BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE ENGINEER AND THE OWNER IN WRITING. NO CLAIM FOR EXPENSES INCURRED BY THE CONTRACTOR DUE TO DIFFERING SITE CONDITIONS WILL BE ALLOWED IF THE CONTRACTOR FAILS TO PROVIDE THE REQUIRED WRITTEN NOTIFICATION OF SUCH CONDITIONS FOR REVIEW BY THE ENGINEER AND THE OWNER. M. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER OF ANY DISCREPANCIES FOUND BETWEEN THE DRAWINGS AND THE FIELD CONDITIONS PRIOR TO CONSTRUCTION IN THE AREA OF CONFLICT. N. NO EXISTING MATERIAL SHALL BE USED IN NEW CONSTRUCTION UNLESS APPROVED DURING THE SHOP DRAWING APPROVAL PROCESS. 0. WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE FLORIDA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, LATEST EDITION, AND FDOT ROADWAY TRAFFIC DESIGN STANDARDS, LATEST EDITION. ALL FDOT INDEXES USED ARE REFERENCED HEREIN. CONTRACTOR IS RESPONSIBLE FOR OBTAINING COMPLETE COPIES OF THE LATEST EDITION OF FDOT STANDARD INDEXES AND SPECIFICATIONS. P. CONTRACTOR SHALL PROTECT ADJACENT WATER BODIES, WETLANDS AND PROPERTIES FROM DAMAGE BY SEDIMENTATION OR OTHER POTENTIAL CONSTRUCTION RELATED CAUSES. Q. CONTRACTOR SHALL BE EXTREMELY CAUTIOUS WHEN WORKING NEAR TREES WHICH ARE TO BE SAVED, WHETHER SHOWN ON THE PLAN OR DESIGNATED IN THE FIELD. R. CONTRACTOR SHALL BE RESPONSIBLE FOR FURNISHING PROPER TRAFFIC MAINTENANCE AND CONTROLS IN ACCORDANCE WITH REGULATORY STANDARDS. WHERE A TRAFFIC MAINTENANCE PLAN IS REQUIRED, THE CONTRACTOR SHALL PREPARE AND SUBMIT THE PLAN FOR APPROVAL TO ALL APPLICABLE REGULATORY AGENCIES. S. CONTRACTOR SHALL VERIFY THE ACCURACY OF THE BUILDING GEOMETRY SHOWN IN THE FINAL ARCHITECTURAL DRAWINGS PRIOR TO STAKE -OUT, AND SHALL NOTIFY THE OWNER AND ENGINEER IMMEDIATELY OF ANY DIFFERENCES. T. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING THE NECESSARY TESTING TO ASSURE THAT THE PROPER COMPACTION HAS BEEN ACHIEVED ON THE SUBGRADE, BASE MATERIAL, PIPE BASE MATERIAL AND ALL OTHER PERTINENT AREAS THAT HAVE BEEN COMPLETED. THE CONTRACTOR SHALL BEAR ALL COSTS ASSOCIATED WITH TESTING AND RETESTING THE AREAS AND SHALL PROVIDE THE OWNER AND THE ENGINEER COPIES OF ALL TEST RESULTS. ALL REPORTS ARE TO BE SIGNED AND SEALED BY A REGISTERED GEOTECHNICAL ENGINEER IN THE STATE OF FLORIDA. II. PRECONSTRUCTION RESPONSIBILITIES A. UPON RECEIPT OF NOTICE OF AWARD, THE CONTRACTOR SHALL ARRANGE A PRECONSTRUCTION CONFERENCE TO INCLUDE ALL INVOLVED GOVERNMENTAL AGENCIES, ALL AFFECTED UTILITY OWNERS, THE OWNER, THE ENGINEER AND ITSELF. B. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL BE REQUIRED TO SUBMIT A CONSTRUCTION SCHEDULE DEPICTING EACH PHASE OF THE WORK. C. PRIOR TO BEGINNING CONSTRUCTION, THE CONTRACTOR SHALL VERIFY THE SIZE, LOCATION, ELEVATION, AND MATERIAL OF ALL EXISTING UTILITIES WITHIN THE AREA OF CONSTRUCTION. D. EXISTING UTILITY LOCATIONS SHOWN ON THESE PLANS ARE APPROXIMATE. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR THE ACCURACY OF EXISTING UTILITIES SHOWN OR FOR ANY EXISTING UTILITIES NOT SHOWN. E. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DAMAGE TO ANY EXISTING UTILITIES FOR WHICH IT FAILS TO REQUEST LOCATIONS FROM THE UTILITY OWNER. THE CONTRACTOR IS RESPONSIBLE AS WELL FOR DAMAGE TO ANY EXISTING UTILITIES WHICH ARE PROPERLY LOCATED. F. IF UPON EXCAVATION, AN EXISTING UTILITY IS FOUND TO BE IN CONFLICT WITH THE PROPOSED CONSTRUCTION OR TO BE OF A SIZE OR MATERIAL DIFFERENT FROM THAT SHOWN ON THE PLANS; THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER. G. THE LOCATIONS OF EXISTING UTILITIES AND STORM DRAINAGE SHOWN ON THE PLANS HAVE BEEN DET ERMINED FROM THE BEST INFORMATION AVAILABLE AND ARE GIVEN FOR THE CONVENIENCE OF THE CONTRACTOR. ENGINEER ASSUMES NO RESPONSIBILITY FOR INACCURACY. PRIOR TO THE START OF ANY CONSTRUCTION ACTIVITY, IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO MAKE ARRANGEMENTS FOR THE FIELD LOCATIONS AND FOR ANY RELOCATION'S OF THE VARIOUS EXISTING UTILITIES WITH THE UTILITY OWNERS, WHICH SHALL BE DONE IN A TIMELY MANNER TO MINIMIZE IMPACT ON CONSTRUCTION SCHEDULE. ANY DELAY CAUSED BY THE CONTRACTOR BY THE RELOCATION OF UTILITIES SHALL BE INCIDENTAL TO THE CONTRACT AND NO EXTRA COMPENSATION WILL BE ALLOWED. H. CHAPTER 556, FLORIDA STATUTES, REQUIRES EXCAVATORS TO NOTIFY SUNSHINE STATE ONE CALL OF FLORIDA (SSONOF) 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. III. PROJECT CLOSEOUT A. DURING CONSTRUCTION, THE PROJECT SITE AND ALL ADJACENT AREAS SHALL BE MAINTAINED IN A NEAT AND CLEAN MANNER. UPON FINAL CLEAN UP, THE PROJECT SITE SHALL BE LEFT CLEAR OF ALL SURPLUS MATERIAL OR TRASH. THE PAVED AREAS SHALL BE SWEPT BROOM CLEAN. B. THE CONTRACTOR SHALL RESTORE OR REPLACE, WHEN AND AS DIRECTED BY THE ENGINEER, THE CITY OR THE GOVERNING AGENCY, ANY PUBLIC OR PRIVATE PROPERTY DAMAGED BY ITS WORK, EQUIPMENT, EMPLOYEES OR THOSE OF ITS SUBCONTRACTORS TO A CONDITION AT LEAST EQUAL TO THAT EXISTING IMMEDIATELY PRIOR TO THE BEGINNING OF OPERATIONS. TO THIS END, THE CONTRACTOR SHALL DO ALL NECESSARY HIGHWAY OR DRIVEWAY, WALK AND LANDSCAPING WORK. SUITABLE MATERIALS AND METHODS SHALL BE USED FOR SUCH RESTORATION. C. WHERE MATERIAL OR DEBRIS HAS WASHED OR FLOWED INTO OR BEEN PLACED IN WATER COURSES, DITCHES, DRAINS, CATCH BASINS, OR ELSEWHERE AS A RESULT OF THE CONTRACTOR'S OPERATIONS, SUCH MATERIAL OR DEBRIS SHALL BE REMOVED AND SATISFACTORILY DISPOSED OF DURING PROGRESS OF THE WORK, AND THE AREA KEPT IN A CLEAN AND NEAT CONDITION. D. THE CONTRACTOR SHALL MAINTAIN ACCURATE AND COMPLETE RECORDS OF WORK ITEMS COMPLETED. E. ALL REQUIRED TESTING RESULTS PROVIDED TO THE ENGINEER. F. ALL REQUIRED AS -BUILT INFORMATION PROVIDED TO THE ENGINEER. IV. REQUIRED AS -BUILT 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. V. SHOP DRAWINGS AND SUBMITTALS A. PRIOR TO THEIR CONSTRUCTION OR INSTALLATION, 7 SETS OF SHOP DRAWINGS AND CATALOGUE LITERATURE SHALL BE SUBMITTED TO AND REVIEWED BY THE ENGINEER OF RECORD FOR SANITARY SEWER, PORTABLE WATER AND STORM SEWER FACILITIES. B. INDIVIDUAL SHOP DRAWINGS FOR ALL PRECAST STRUCTURES ARE REQUIRED. CATALOGUE LITERATURE WILL NOT BE ACCEPTED FOR PRECAST STRUCTURES. C. PRIOR TO SUBMITTING SHOP DRAWINGS TO THE ENGINEER, THE CONTRACTOR SHALL REVIEW AND APPROVE THE DRAWINGS, AND SHALL NOTE IN RED ANY DEVIATIONS FROM THE ENGINEER'S PLANS OR SPECIFICATIONS. SIX (6) SETS OF APPROVED SHOP DRAWINGS SHALL BE RETURNED TO THE CONTRACTOR FOR DISSEMINATION TO OWNER, UTILITY, LOCAL JURISDICTIONAL AGENCIES, ETC. D. THE CONTRACTOR SHALL CONFIRM COMPATIBILITY OF PIPE SLOPES AND INVERTS DURING SHOP DRAWING AND MATERIALS ORDERING PHASE OF:, THE PROJECT AND ADVISE THE ENGINEER OF ANY DISCREPANCIES. VI. CONSTRUCTION SAFETY A. ALL CONSTRUCTION SHALL BE DONE IN A SAFE MANNER, SPECIFICALLY, THE RULES AND REGULATIONS OF THE OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA), THE FLORIDA DEPARTMENT OF TRANSPORTATION (FDOT) AND THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) SHALL BE STRICTLY OBSERVED. VII. TRENCH SAFETY ACT A. CONTRACTOR SHALL COMPLY WITH OSHA THRENCH SAFETY STANDARDS 29 C.F.R., S. 926.650, SUBPART P, AND ALL SUBSEQUENT REVISIONS ORiUPDATES ADOPTED BY THE DEPARTMENT OF LABOR AND EMPLOYMENT SECURITY AND WITH SECTION 553.62, FLORIDA STATUTES. VII1. SURVEY DATA A. ALL ELEVATIONS ON THE PLANSI OR REFERENCED IN THE SPECIFICATIONS ARE BASED ON NATIONAL GEODETIC VERTICAL DATUM OF 1929 (NGVD). B. THE CONTRACTOR SHALL PROTECT ALL PERMANENT REFERENCE MONUMENTS AND TAKE ALL PRECAUTIONS NECESSARY TO AVOID DAMAGE TO SURVEY MARKERS DURING CONSTRUCTION. ANY SURVEY MARKERS DAMAGED DURING CONSTRUCTION WILL BE ''REPLACED AT THE EXPENSE OF THE CONTRACTOR. C. THE PROPOSED PLAT WAS PROVIDED BY A FLORIDA REGISTERED SURVEYOR. D. BENCHMARK LOCATION AND ELEVATION ARE AS REPRESENTED BY SURVEYOR AT THE TIME OF SURVEY. CONTRACTOR SHALL VERIFY ITS ;CORRECTNESS AT TIME OF CONSTRUCTION. IX. TEMPORARY FACILITIES A. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO ARRANGE OR SUPPLY TEMPORARY WATER SERVICE, SANITARY FACILITIES AND ELECTRICITY TO ITS EMPLOYEES AND SUBCONTRACTORS FOR THEIR USE DURING CONSTRUCTION. B. MAINTENANCE OF TRAFFIC IN THE PUBLIC RIGHT-OF-WAY SHALL BE IN ACCORDANCE WITH THE MUTCD AND FDOT. C. ALL OPEN TRENCHES AND HOLES ADJACENT TO ROADWAYS OR WALKWAYS SHALL BE PROPERLY MARKED AND BARRICADED TO ASSURE THE SAFETY OF BOTH VEHICULAR AND PEDESTRIAN TRAFFIC. D. NO TRENCHES OR HOLES NEAR WALKWAYS OR IN ROADWAYS OR THEIR SHOULDERS ARE TO BE LEFT OPEN DURING NIGHTTIME HOURS WITHOUT EXPRESS PERMISSION OF THE CITY OR RESPECTIVE GOVERNING AGENCY. X. INTERRUPTION OF A. ANY CONSTRUCTION WORK THAT'' REQUIRES INTERRUPTION OF SERVICE TO ANY CUSTOMER SHALL BE DONE SO WITH A MINIMUM OF SEVENTY-TWO (72) HOUR NOTICE TO, AND WRITTEN APPROVAL BY, THE APPROPRIATE UTILITY COMPANY. THE CONTRACTOR SHALL ARRANGE A MEETING WITH THE LOCAL JURISDICTIONAL AGENCIES AND OTHER GOVERNING AGENCIES, AND OTHER AFFECTED UTILITIES PRIOR TO SCHEDULING THE SHUT DOWN TO ASSESS THE SCOPE OF WORK. ALL SYSTEM SHUT DOWNS SHALL BE SCHEDULED BY THE CONTRACTOR AT SUCH TIME THAT SYSTEM DEMAND IS LOW. THIS GENERALLY REQUIRES NIGHT TIME WORK BY THE CONTRACTOR AND REQUIRES FULL TIME INSPECTION BY A REPRESENTATIVE OF THE UTILITY. ALL COST FOR OVERTIME WORK BY THE REPRESENTATIVE OF THE UTILITY SHALL BE BORNE BY THE CONTRACTOR. EACH CUSTOMER AFFECTED BY THE SHUT DOWN SHALL BE PROVIDED, MINIMUM, FORTY-EIGHT (48) HOURS WRITTEN NOTIFICATION BY THE CONTRACTOR. XI. EROSION A. THE SCHEDULING, SEQUENCING AND CONTROL MEASURES, WHICH ARE OUTLINED HEREIN, ARE SUBJECT TO THE FINAL DEFINITION BY THE CONTRACTOR WHO WILL BE SELECTED TO PERFORM THE WORK AND WILL BE RESPONSIBLE FOR IMPLEMENTATION AND COMPLIANCE. B. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL BE REQUIRED TO SUBMIT A CONSTRUCTION SCHEDULE DEPICTING EACH PHASE OF THE WORK. THE CONTRACTOR SHALL ALSO BE REQUIRED TO SUBMIT AN EROSION AND SEDIMENT CONTROL PLAN ENCOMPASSING THE PRINCIPALS AND THE REQUIREMENTS DESCRIBED HEREIN AND A SCHEDULE FOR THEIR IMPLEMENTATION AND MAINTENANCE FOR THE PROJECT DURATION. C. DURING CONSTRUCTION, THE CONTRACTOR SHALL TAKE ALL REASONABLE MEASURES TO ENSURE AGAINST POLLUTING, SILTATION OR DISTURBANCE TO SUCH AN EXTENT AS TO CAUSE AN INCREASE IN TURBIDITY TO THE EXISTING DRAINAGE SYSTEMS AND ADJACENT WATER BODIES AND WETLANDS, IN COMPLIANCE WITH ALL PERMIT REQUIREMENTS RELATED TO SUCH MEASURES. D. METHODS MAY INCLUDE CONSTRUCTION OF TEMPORARY CONTROL STRUCTURES SUCH AS SEDIMENT BASINS, j SEDIMENT CHECKS, SILT BARRIERS, SILT SCREENS, TURBIDITY BARRIERS OR THE BEST MANAGEMENT PRACTICES AVAILABLE TO THE INDUSTRY. E. EROSION AND SEDIMENT CONTROL INSTALLATIONS SHALL BE MAINTAINED THROUGHOUT THE CONSTRUCTION PERIOD AND UNTIL NEW VEGETATIVE GROWTH HAS BEEN ESTABLISHED. F. THROUGHOUT THE CONSTRUCTION PERIOD, THE CONTRACTOR SHALL INSPECT DAILY THE PROTECTIVE INSTALLATIONS FOR FAILURE OR SIGNS OF FAILURE OR MALFUNCTION AND EFFECT REPAIRS OR REPLACEMENT i IMMEDIATELY UPON DISCOVERY. G. INLETS AND CATCH BASINS, EXISTING ON -SITE AND OFF -SITE, SHALL BE PROTECTED FROM SEDIMENT STORM RUNOFF. H. THE CONTRACTOR SHALL PROMPTLY REMOVE ALL MUD, DIRT OR OTHER MATERIALS TRACKED OR SPILLED ONTO EXISTING PUBLIC ROADS AND FACILITIES DUE TO CONSTRUCTION. 1. DEWATERING ACTIVITIES WILL NOT RESULT IN ANY DISCHARGE OF TURBID WATER FROM THE PROJECT SITE WITHOUT PROPER EROSION AND SEDIMENT CONTROL AND APPROVAL FROM ENGINEER. J. PHASING OF EROSION CONTROL CONSTRUCTION SHALL BE RECOMMENDED AS FOLLOWS: 1. PLACEMENT OF PERIMETER PROTECTIVE MEASURES (SILT FENCE, SYNTHETIC BALES, TURBIDITY BARRIERS, ETC.) AROUND ON -SITE WETLANDS TO BE RETAINED, AT POINTS OF OFF -SITE DISCHARGE AND AROUND WORK AREAS TO BE EXCAVATED OR FILLED. 1 2. REROUTE RUNOFF FROM AREAS OUTSIDE OF THE DEVELOPMENT AREA TO MINIMIZE FLOW THROUGH AREAS TO BE DISTURBED BY CONSTRUCTION. BERMS, SWALES AND OTHER MEANS USED FOR SUCH CONVEYANCE SHALL BE VEGETATED AND MEASURES TAKEN TO PROVIDE PROTECTION UNTIL STABILIZATION OCCURS. 3. SELECT LOCATIONS FOR PLACEMENT OF EXCAVATED MATERIAL, WHERE SUITABLE FOR FILL OR' UNSUITABLE MATERIAL, AND CONSTRUCT CONTAINMENT BERMS AROUND THE AREA. THE USE OF STRIPPINGS FOR THIS PURPOSE MAY ACCELERATE BERM REVEGETATION. CONSTRUCT TEMPORARY OUTLETS FOR CONTAINMENT AREAS WITH SCREENS, SYNTHETIC BALES, SETTLING BASINS OR OTHER MEASURES TO PREVENT SILT TRANSPORT. 4. SELECT / DESIGNATE ACCESS ROUTING FOR CONSTRUCTION EQUIPMENT AND VEHICLES AND PROVIDE PERIMETER PROTECTIVE MEASURES WHERE EXISTING TERRAIN WILL BE SUBJECT TO DISRUPTION BY SUCH TRAFFIC. 5. CONSTRUCT ABOVE GROUND OR OTHER CONTAINMENT AREAS FOR DEVELOPMENT AREA RUNOFF. PROVIDE SCREENS, SYNTHETIC BALES, ETC. TO FILTER DISCHARGE FROM THOSE AREAS. 6. EXCAVATE STORMWATER MANAGEMENT LAKES WITH THE CLEARING AND GRUBBING PHASE PRECEDING EXCAVATION START AS CLOSELY AS PRACTICABLE. PLACE MATERIAL IN PREVIOUSLY DESIGNATED AND PREPARED EMBANKMENT AREAS. WHERE SUCH EMBANKMENTS WILL NOT BE INCORPORATED ON TO ROADWAYS OR OTHER DEVELOPMENT AREAS BUT WILL BE STOCKPILED FOR FUTURE USE, THEY SHALL BE GRADED TO DRAIN IN ADHERENCE TO THE OVERALL DRAINAGE AREA ASSIGNMENT AND -VEGETATION SHALL BE ESTABLISHED UNTIL FUTURE USE INITIATED. 7. SPOIL MOUNDS SHALL NOT BE LEFT FOR OTHER THAN A SHORT DURATION PRIOR TO REPLACEMENT UNLESS PROTECTIVE CONTAINMENT MEASURES IN THE WORK AREA ARE APPLIED. 8. GRASSING, SODDING, ETC. SHALL BE IN PLACE IMMEDIATELY UPON COMPLETION OF LAKE SLOPES AND THE CONSTRUCTED OR DISTURBED AREAS AND UPON APPROVAL OF AS-BUILTS (SEE NOTE IV.C.6). XI1. EARTHWORK A. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE EXISTING SITE CONDITIONS OF SOIL DURING THE BID PREPARATION TO DETERMINE IF ANY OFF -SITE MATERIALS WILL NEED TO BE IMPORTED TO ACHIEVE THE GRADES SPECIFIED ON THE PLANS. B. PRIOR TO BID PREPARATION, THE CONTRACTOR MUST BECOME FAMILIAR WITH THE OVERALL SITE, THE LIMIT AND DEPTH OF EXPECTED ORGANIC MATERIAL, ADEQUACY OF EXISTING MATERIALS AS FILL, DEWATERING REQUIREMENTS, CLEAN FILL REQUIRED FROM OFF SITE AND MATERIALS TO BE DISPOSED OF OFF SITE. ANY DELAY, INCONVENIENCE OR EXPENSE CAUSED TO THE CONTRACTOR DUE TO INADEQUATE INVESTIGATION OF EXISTING CONDITIONS SHALL BE INCIDENTAL TO THE CONTRACT AND NO EXTRA COMPENSATION WILL BE ALLOWED. THE MATERIALS ANTICIPATED TO BE ENCOUNTERED DURING CONSTRUCTION MAY REQUIRE DRYING PRIOR TO USE AS BACKFILL AND THE CONTRACTOR MAY HAVE TO IMPORT MATERIALS, AT NO EXTRA COST, FROM OFF SITE TO MEET THE REQUIREMENTS FOR COMPACTION AND PROPER FILL. C. CLEAR AREAS INDICATED SHALL BE COMPLETELY CLEAR OF ALL TIMBER, BRUSH, STUMPS, ROOTS, GRASS, WEEDS, RUBBISH AND ALL OTHER DEBRIS AND OBSTRUCTIONS RESTING ON OR PROTRUDING THROUGH THE SURFACE OF THE GROUND. THIS DEBRIS SHALL BE DISPOSED OF IN A LEGAL MANNER. BURNING OF THIS MATERIAL IS NOT PERMITTED UNLESS THE CONTRACTOR OBTAINS SPECIFIC PERMITS ALLOWING SUCH ACTIVITY. D. ALL EXCESS FILL FROM THE SITE SHALL BE STOCKPILED BY THE CONTRACTOR, IN A LOCATION DETERMINED BY THE OWNER OR THE OWNER'S REPRESENTATIVE AND THE ENGINEER. E. ALL ORGANIC AND OTHER UNSUITABLE MATERIAL IN BUILDING OR PAVEMENT AREAS SHALL BE REMOVED AND REPLACED IN ACCORDANCE WITH THE GEOTECHNICAL REPORT RECOMMENDATIONS AND SOUND CONSTRUCTION PRACTICES. XII1. SIGNING AND PAVEMENT MARKING NOTES A. ALL PAVEMENT MARKINGS WITHIN FDOT, CITY OR COUNTY RIGHT-OF-WAY SHALL BE THERMOPLASTIC. B. ALL STOP BARS SHALL BE THERMOPLASTIC. ALL OTHER STRIPING SHALL BE PAINTED UNLESS OTHERWISE SPECIFIED. C. ALL PAINT USED FOR PAVEMENT MARKINGS SHALL CONFORM TO SECTION 971-13 OF THE FDOT STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, LATEST EDITION (SSRBC). ALL PAINTED MARKINGS SHALL BE APPLIED IN ACCORDANCE WITH SECTION 710 OF THE FDOT SSRBC AND THE MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES (MUTCD). PAINT MAY ONLY BE USED FOR PRIVATE DEVELOPMENT IMPROVEMENTS OR AS TEMPORARY MARKINGS. D. THERMOPLASTIC TRAFFIC MARKINGS SHALL CONFORM TO SECTION 711-2 OF THE FDOT SSRBC. ONLY ALKYD BASED MATERIALS SHALL BE USED. THERMOPLASTIC TRAFFIC MARKINGS SHALL BE APPLIED IN ACCORDANCE WITH SECTION 711 OF THE FDOT SSRBC AND THE MUTCD. E. ALL REFLECTIVE PAVEMENT MARKINGS SHALL BE INSTALLED IN CONFORMANCE WITH SECTION 706 OF THE FDOT SSRBC. F. ALL TRAFFIC SIGNS SHALL BE CONSTRUCTED OF HIGHLY REFLECTIVE MATERIAL AND BE "STANDARD" SIZE AS ESTABLISHED IN THE MUTCD. G. STOP BARS TO BE A MINIMUM OF 4 FEET CLEAR BEHIND CROSSWALKS. H. HANDICAP PARKING SPACES SHALL BE DESIGNATED BY APPROPRIATE PAVEMENT MARKINGS AND SIGNS. A. CONTRACTOR ACCEPTS SITE AS IS. ANY REPAIRS TO EXISTING SITE ELEMENTS INCLUDING PAVEMENT, SIDEWALKS, CURBING, DRAINAGE, SANITARY SEWER, WATER, SIGNAGE AND STRIPING SHALL BE INCLUDED IN THE BID PRICE. B. ALL CURB RADII AND DIMENSIONING ARE TO EDGE OF PAVEMENT. C. PRIOR TO BACKFILLING THE DRAINAGE SYSTEM, THE CONTRACTOR SHALL NOTIFY THE ENGINEER AND LOCAL JURISDICTIONAL AGENCIES FOR INSPECTION. D. ALL EXISTING AND PROPOSED UTILITIES SHALL BE ADJUSTED TO NEW FINISH GRADES AND PROPERLY SET TO PAVEMENT CROSS SLOPE AS REQUIRED. E. ALL UTILITIES SHALL BE COMPLETED OR SLEEVING PROVIDED BEFORE ANY PAVEMENT CONSTRUCTION BEGINS. F. GRADING FROM PROPOSED TO EXISTING CONDITIONS SHALL NOT BE STEEPER THAN 3H:1 V NOR FLATTER THAN 20H:1V. ALL SWALES AND SLOPES SHALL BE SODDED AFTER GRADING (SEE NOTE IV.C.6). G. IF THE PLANS INDICATE A STABILIZED SUBGRADE IS TO BE USED, IT SHALL HAVE A MINIMUM LBR VALUE OF 40 OR A FBV OF 75 AND SHALL BE IN ACCORDANCE WITH F.D.O.T. SPECIFICATIONS, SECTION 160. IT IS THE CONTRACTOR'S RESPONSIBILITY TO SUBMIT TO THE ENGINEER FOR APPROVAL, THE MATERIAL TO BE USED FOR THE SUBGRADE, AND THEIR PROPORTIONS AND LABORATORY LBR, BEFORE DELIVERY TO THE SITE. QUALITY CONTROL LBR'S MAY BE REQUIRED BY THE ENGINEER TO PROVE THE IN -PLACE CONDITION. H. MATERIAL HAVING A PLASTICITY INDEX AT MORE THAN 10 OR A LIQUID LIMIT GREATER THAN 40 SHALL NOT BE USED. ALL MATERIAL USED FOR STABILIZING THE ROADBED SHALL PASS A 3-1/2 INCH SIEVE. I. ALL REQUIRED DENSITY AND LBR TEST RESULTS FOR SUBGRADE SHALL BE PROVIDED TO THE ENGINEER PRIOR TO PLACING BASE COURSE MATERIAL. J. IF THE PLANS INDICATE A LIMEROCK BASE, THE CONSTRUCTION AND THE MATERIAL FOR THE LIMEROCK BASE SHALL CONFORM TO THE REQUIREMENTS OF THE F.D.O.T. SPECIFICATIONS, SECTION 200. THE LIMEROCK BASE SHALL BE COMPACTED TO A 98% MAXIMUM DENSITY AT OPTIMUM MOISTURE, AASHTO T-180, METHOD "D". THE GEOTECHNICAL ENGINEER SHALL SPECIFY THE LOCATION AND NUMBER OF DENSITY TESTS REQUIRED. THE TESTS RESULTS SHALL BE ACCEPTED BY THE ENGINEER PRIOR TO THE APPLICATION OF THE PRIME AND TACK COATS. K. IF THE PLANS INDICATE A SOIL CEMENT BASE, THE CONSTRUCTION AND THE MATERIAL FOR THE SOIL CEMENT BASE SHALL CONFORM TO THE REQUIREMENTS OF THE F.D.O.T. SPECIFICATIONS, SECTION 270. THE SOIL CEMENT BASE SHALL BE COMPACTED TO A 98% MAXIMUM DENSITY AT OPTIMUM MOISTURE, AASHTO T-134, METHOD "D". THE GEOTECHNICAL ENGINEER SHALL SPECIFY THE LOCATION AND NUMBER OF DENSITY TESTS REQUIRED. THE TESTS RESULTS SHALL BE ACCEPTED BY THE ENGINEER PRIOR TO THE APPLICATION OF THE PRIME AND TACK COATS. L. THE BASE SHALL BE TRANSPORTED TO THE POINT WHERE IT IS TO BE USED, OVER BASE PREVIOUSLY PLACED IF PRACTICABLE, AND DUMPED ON THE END OF THE PRECEDING SPREAD. HAULING OVER THE SUBGRADE AND DUMPING ON THE SUBGRADE WILL BE PERMITTED ONLY WHEN, IN THE ENGINEERS OPINION, THESE OPERATIONS WILL NOT BE DETRIMENTAL TO THE SUBGRADE. M. ALL REQUIRED DENSITY AND LBR TEST RESULTS FOR BASE COURSE SHALL BE PROVIDED TO THE ENGINEER PRIOR TO PLACING ASPHALT. N. THE PRIME COAT BITUMINOUS MATERIAL SHALL BE APPLIED BY MEANS OF PRESSURE DISTRIBUTOR. THE AMOUNT OF BITUMINOUS MATERIAL APPLIED SHALL BE AT A RATE NOT LESS THAN 0.15 GALS / SY FOR LIMEROCK BASES AND NOT LESS THAN 0.25 GALS / SY FOR SOIL -CEMENT BASES. THE RATE OF APPLICATION SHALL COAT THE SURFACE THOROUGHLY AND UNIFORMLY WITHOUT HAVING ANY "EXCESS TO FORM POOLS OR FLOW OFF THE BASE. THE PRIME SHALL BE ALLOWED TO STAND WITHOUT "COVER MATERIAL FOR A PERIOD OF 48 HOURS UNLESS OTHERWISE ORDERED BY THE ENGINEER. 0. NO BITUMINOUS MATERIAL SHALL BE APPLIED WHEN THE TEMPERATURE OF THE AIR IS LESS THAN 40 DEGREES FAHRENHEIT IN THE SHADE AND FALLING, OR WHEN IN, THE OPINION OF THE ENGINEER, THE WEATHER CONDITIONS OR THE CONDITION OF THE EXISTING SURFACE IS UNSUITABLE. P. THE SURFACE TO BE PRIMED SHALL BE CLEAN AND DRY, FOR LIMEROCK BASES, THE GLAZED FINISH SHALL BE REMOVED BEFORE THE APPLICATION OF PRIME COAT. THE TEMPERATURE OF THE PRIME MATERIAL SHALL BE BETWEEN 100 DEGREES FAHRENHEIT AND 150 DEGREES FAHRENHEIT. Q. ALL EXPOSED ENDS OF CURB SHALL TRANSITION TO FINISHED GRADE R. ALL CONCRETE CURBS, SIDEWALKS, INLET TOPS, ETC., SHALL BE 3000 PSI CONCRETE, UNLESS OTHERWISE SPECIFIED. S. CONTRACTOR IS RESPONSIBLE FOR GRADING ALL PAVEMENT TO DRAIN POSITIVELY. INTERSECTIONS SHALL TRANSITION TO PROVIDE SMOOTH DRIVING SURFACE WHILE MAINTAINING POSITIVE DRAINAGE. SHOULD AREAS OF POOR DRAINAGE BE OBSERVED, THE CONTRACTOR SHALL NOTIFY THE ENGINEER PRIOR TO PLACEMENT OF CURBS OR PAVEMENT COURSES, SO THAT RECOMMENDATIONS FOR CORRECTION CAN BE MADE. T. PAVEMENT GRADES AT HANDICAP PARKING SPACES SHALL NOT EXCEED 2% IN ANY DIRECTION. U. PROPOSED AND EXISTING SIDEWALKS . SHALL BE RAMPED FLUSH WITH PAVEMENT. RAMPS SHALL NOT EXCEED A 12 HORIZONTAL TO 1 VERTICAL SLOPE. V. SIDEWALK RAMPS SHALL BE TEXTURED IN CONFORMANCE WITH FDOT STANDARDS EXCEPT WHERE LOCAL CODES DICTATE OTHERWISE OR IF INDICATED OTHERWISE ON THE PLANS. CONTRACTOR SHALL COORDINATE WITH THE ENGINEER AND THE MUNICIPAL AUTHORITY FOR FORM BOARD AND PRE POUR INSPECTIONS PRIOR TO ANY SIDEWALK AND / OR CONCRETE RAMP INSTALLATION. IT IS THE CONTRACTOR'S SOLE RESPONSIBILITY TO ENSURE THAT ALL RAMP TEXTURED SURFACES AND SIDEWALK LONGITUDINAL AND CROSS SLOPES ARE IN CONFORMANCE WITH LOCAL, STATE AND FEDERAL ADA STANDARDS. W. ALL OFF -SITE DISTURBED AREAS SHALL BE RESTORED TO PRE -CONSTRUCTION CONDITION OR BETTER. X. ALL LANDSCAPE ISLANDS SHALL CONTAIN SUITABLE LANDSCAPE "MATERIAL FOR LANDSCAPE INSTALLATION. Y. ELEVATIONS OF GRASSED AREAS ARE GIVEN AT FINISHED SOD / SEED GRADE. Z.I ELEVATIONS GIVEN ADJACENT TO CURB OR FRONT OF SIDEWALK ARE CONSIDERED EDGE OF PAVEMENT GRADES. AA. SUBGRADE SHALL BE FREE OF MUCK, STUMPS, ROOTS, UNDERBRUSH, VEGETATIVE MATTER, GARBAGE, TRASH OR ANY MATERIAL THAT WILL NOT PROVIDE A SUITABLE STABLE, CLEAN SUBGRADE. AB. ALL SUBGRADE, BASE COURSE, PRIME COAT, TACK COAT AND ASPHALT MATERIALS SHALL BE INSTALLED IN ACCORDANCE WITH FDOT STANDARD SPECIFICATIONS (LATEST EDITION). AC;. BEFORE CONSTRUCTION OF ASPHALT SURFACE, A JOB MIX FORMULA SHALL BE SUBMITTED FOR APPROVAL TO � THE ENGINEER. AC>. CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVAL OF DEBRIS AND SILT WHERE TIE-INS TO EXISTING DRAINAGE STRUCTURES OR SWALES ARE TO BE PERFORMED. AE. PIPE LENGTHS SHOWN REPRESENT SCALED DISTANCES BETWEEN CENTERLINES OF DRAINAGE STRUCTURES AND FROM INVERTS OF ENDWALLS AND / OR .MITERED END SECTIONS. AF. JOINTS FOR REINFORCED CONCRETE STORM DRAINS AND CULVERTS SHALL BE FOR ROUND PIPE. RUBBER GASKETS MEETING THE REQUIREMENTS OF SECTION 430-7.2, 941-1.5 AND 942-1, FLORIDA DEPARTMENT OF TRANSPORTATION, STANDARD SPECIFICATION FOR ROAD AND BRIDGE CONSTRUCTION, SHALL BE USED. AG. REINFORCED CONCRETE PIPE SHALL BE PER ASTM C-76 "CLASS III, UNLESS OTHERWISE SPECIFIED. INSTALLATION OF REINFORCED CONCRETE PIPE .SHALL BE IN ACCORDANCE WITH FDOT SSRBC (LATEST EDITION). AH.ALL STORM STRUCTURES SHALL BE CONSTRUCTED AND INSTALLED PER FDOT SSRBC. GRATES SHALL BE CAST IRON. GRATES IN PAVEMENT SHALL BE FRAME AND GRATE CONSTRUCTION UNLESS OTHERWISE SPECIFIED OR APPROVED. Al. ALL TYPE 'P' STRUCTURE BOTTOMS SHALL BE ROUND UNLESS OTHERWISE SPECIFIED AND SHALL HAVE A 4-FOOT MINIMUM DIAMETER. AJ. REINFORCED CONCRETE PIPE SHALL MEET THE REQUIREMENTS OF F.D.O.T. STANDARD SPECIFICATIONS SECTION 941. CONCRETE PIPE SHALL BE CLASS III OR AS SHOWN ON THE PLANS. PIPE GASKETS SHALL MEET F.D.O.T.. STANDARD SPECIFICATIONS SECTION 942. AK. ALL PIPE JOINTS SHALL BE WRAPPED PER FDOT STANDARD INDEX NUMBER 280. AL. ALL PIPE SHALL BE CAREFULLY LAID, TRUE TO THE LINES AND. GRADES GIVEN, WITH HUB UPGRADE AND TONGUE END FULLY ENTERED INTO THE HUB. WHEN PIPE -WITH QUADRANT REINFORCEMENT OR CIRCULAR PIPE WITH ELLIPTICAL REINFORCEMENT IS USED, THE PIPE SHALL BE INSTALLED IN A POSITION SUCH THAT THE MANUFACTURER'S MARKS DESIGNATING TOP AND BOTTOM OF THE PIPE SHALL NOT BE MORE THAN FIVE DEGREES FROM THE VERTICAL PLANE THROUGH THE LONGITUDINAL AXIS OF THE PIPE. ANY PIPE THAT IS NOT TRUE IN ALIGNMENT OR WHICH SHOWS ANY SETTLEMENT AFTER LAYING SHALL BE TAKEN UP AND RELAID WITHOUT ADDITIONAL COMPENSATION. AM.PVC PIPE SHALL CONFORM TO ASTM D3034 SDR 35 WITH ELASTOMERIC JOINTS, NON -PERFORATED. PVC PIPE SHALL BE INSTALLED IN ACCORDANCE WITH THE UNI-BELL PLASTIC PIPE ASSOCIATION'S "RECOMMENDED PRACTICE FOR INSTALLATION OF PVC SEWER PIPE". AN. SDR 35 PVC DRAINAGE PIPE SHALL BE CONNECTED TO THE CATCH BASIN WALLS WITH A COATED PVC ADAPTER, CEMENT COLLAR, RUBBER BOOT, OR AS APPROVED BY THE ENGINEER. AO.POLYETHYLENE PIPE SHALL BE HDPE CONFORMING TO AASHTO M252 AND AASHTO M294 (WHERE APPLICABLE) EQUAL TO ADS WITH PIPE AND FITTINGS BY THE SAME MANUFACTURER. YARD INLETS SHALL BE ADS NYLOPLAST WITH 12-INCH DIAMETER CAST IRON GRATES (UNLESS OTHERWISE SPECIFIED). AP. ROOF DRAIN CONNECTIONS SHALL TERMINATE 5 FEET OUTSIDE THE BUILDING ENVELOPE. AQ. ALL CONNECTIONS WITH FDOT, CITY OR COUNTY RIGHTS -OF -WAY SHALL BE COORDINATED WITH THE APPROPRIATE JURISDICTION. AR. ALL STORM STRUCTURES ARE TO BE PLACED ON A 12""BED OF CRUSHED STONE OR EQUAL AS APPROVED BY THE CITY ENGINEER AND FULLY ENVELOPED WITH FILTER FABRIC. XV. WATER AND SEWER DISTRIBUTION & COLLECTION SYSTEM NOTES A. ALL WATER DISTRIBUTION SYSTEM, SANITARY SEWER AND RECLAIMED WATER MATERIALS (INCLUDING SERVICES) AND INSTALLATION SHALL CONFORM TO THE SPECIFICATIONS OF THE APPROPRIATE UTILITY COMPANY AS PROVIDED IN THEIR STANDARD SPECIFICATIONS MANUAL. B. ALL CITY WATER MAINS SHALL BE D.I.P. C. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING THE MOST RECENT MATERIAL AND INSTALLATION SPECIFICATIONS FROM THE APPLICABLE MUNICIPALITY. ALL WATER AND SEWER MATERIALS AND INSTALLATION SHALL BE IN ACCORDANCE WITH THE MOST UPDATE SPECIFICATIONS FROM THE MUNICIPALITY UNLESS OTHERWISE SPECIFIED BY THE MUNICIPALITY. CONTRACTOR SHALL BID THE PROJECT AS SUCH. WHENEVER LOCAL SPECIFICATIONS DIFFER FROM THESE, THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY. D. WATER, SEWER AND REUSE PIPES SHALL HAVE A MINIMUM OF 3 FEET OF COVER UNLESS OTHERWISE SPECIFIED. E. WATER SERVICES SHALL BE POLYETHYLENE TUBING COMPLYING WITH APPLICABLE REQUIREMENTS OF PE-3034. MATERIAL SHALL BE AS DESCRIBED IN ASTM D-2737 AND HAVE A STANDARD DIMENSION RATIO (SDR) OF 9.0 AND SHALL CONFORM TO ANSI / AWWA STANDARD C-901 F. CONTRACTOR SHALL COORDINATE WITH THE APPROPRIATE UTILITY COMPANY FOR CONNECTION OF WATER SYSTEM AND FOR CONNECTION OF SANITARY SEWER AND RECLAIMED SYSTEM. G. JOINTS FOR THE POLYETHYLENE TUBING SHALL BE OF THE COMPRESSION TYPE, UTILIZING A TOTALLY CONFINED I GRIP SEAL AND COUPLING NUT. STAINLESS STEEL TUBE STIFFENER INSERTS SHALL ALSO BE USED FOR P.E. TUBING SERVICES. H. CONTRACTOR SHALL PROVIDE DISINFECTION, HYDROSTATIC PRESSURE AND LEAKAGE TESTING IN ACCORDANCE WITH AWWA C600, C605 AND C651 AS APPLICABLE AND BACTERIOLOGICAL TEST REPORTS, ALL IN ACCORDANCE WITH GOVERNING SPECIFICATIONS, FDEP PERMIT CONDITIONS AND AWWA STANDARDS. I. CONTRACTOR SHALL NOT ACTIVATE WATER SERVICE UNTIL THE FDEP HAS CLEARED THE SYSTEM FOR USE AND THE CLEARANCE LETTER HAS BEEN RECEIVED BY THE OWNER. J. SITE CONTRACTOR SHALL COORDINATE AND VERIFY ALL UTILITY SERVICES WITH FINAL ARCHITECTURAL DRAWINGS AND BUILDING CONTRACTOR. K. WATER MAIN TAPS SHALL BE WITNESSED BY THE GOVERNING MUNICIPALITY; WATER METER VALVES SHALL BE INSTALLED BY THE GOVERNING MUNICIPALITY; WATER METERS SHALL BE INSTALLED BY THE GOVERNING MUNICIPALITY UNLESS OTHERWISE SPECIFIED; BACKFLOW PREVENTERS SHALL BE INSTALLED BY THE CONTRACTOR. L. EXISTING WATER MAINS SHALL BE PROTECTED FROM CONTAMINATION DURING FILLING, FLUSHING AND TESTING OF NEW LINES IN ACCORDANCE WITH THE APPLICABLE PROVISIONS OF AWWA C651-92, SEE JUMPER DETAIL. M. ALL FITTINGS 3 INCHES AND OVER SHALL BE PROPERLY ANCHORED W/RESTRAINED JOINT FITTINGS, CONFORMING WITH THE DETAILS OF THE PLANS. N. ALL PIPE SHALL BE LAID TO LINE AND GRADE WITH VALVES AND HYDRANT STEMS PLUMB. ALL PIPE MAINS SHALL BE INSTALLED . 0. THE WATER SYSTEM SHALL BE TESTED FOR A PERIOD OF NOT LESS THAN 2 HOURS AT 150 PSI IN ACCORDANCE WITH ANSI / AWWA STANDARD C600-99 AND PER AWWA MANUAL M23 WITH AN ALLOWABLE LEAKAGE AS DETERMINED BY THE FOLLOWING FORMULA FOR PVC MAINS: L=SD*p0.5 /133,200 WHERE L = ALLOWABLE LEAKAGE IN GALLONS PER HOUR S = PIPE LENGTH IN FEET D = NOMINAL DIAMETER OF PIPE IN INCHES p =AVERAGE TEST PRESSURE IN PSI P. SITE UTILITY WORK SHALL TERMINATE 5 FEET OUTSIDE THE BUILDING ENVELOPE UNLESS OTHERWISE SPECIFIED. Q. PIPE LENGTHS SHOWN REPRESENT SCALED DISTANCES BETWEEN CENTERLINES OF MANHOLE STRUCTURES. R. UNLESS OTHERWISE NOTED OR APPROVED, ALL GRAVITY MAINS AND SERVICES SHALL BE UNPLASTICIZED POLYVINYL CHLORIDE (PVC) NON -PRESSURE PIPE CONFORMING TO ASTM D-3034 AND SDR 35 WITH INTEGRAL BELL AND SPIGOT JOINTS FOR PUSH -ON RUBBER GASKET TYPE JOINT SEALS CONFORMING TO ASTM D-1869. S. ALL GRAVITY MAINS ARE 8 INCHES PVC PIPE AT 0.40% MINIMUM SLOPE AND ALL LATERALS ARE 6 INCHES PVC AT 1/8 INCHES PER FOOT MINIMUM SLOPE, UNLESS OTHERWISE SHOWN ON THE PLANS. T. MINIMUM COVER ON SANITARY SEWER MAIN SHALL BE 60 INCHES TO INVERT; MINIMUM COVER ON LATERALS SHALL BE 18 INCHES AT HIGH END OR AS SHOWN ON PLANS. U. ALL MANHOLES SHALL HAVE THE WORDS "SANITARY SEWER" CAST IN THE LIDS. CASTINGS SHALL BE CLEAN AND COATED WITH A COAL TAR PITCH VARNISH WHICH IS TOUGH WHEN COLD BUT NOT TACKY OR BRITTLE. PICK TYPE LIFTING HOLES WILL BE CAST INTO LIDS, BUT SHALL NOT GO CLEAR THROUGH THE LID. V. CONTRACTOR SHALL INSTALL ONE LENGTH OF DR14 PVC FOR ALL SANITARY SEWER MAINS OR LATERALS HAVING LESS THAN 18 INCHES SEPARATION FROM WATER MAIN. (SEE STANDARD SEWER SEPARATION STATEMENT AND DETAILS ON INSTALLATION). W. THERE SHALL BE NO DETECTABLE LEVEL OF INFILTRATION OR EXFILTRATION WITHIN THE SANITARY SEWER SYSTEM AT THE TIME OF INSPECTION. ANY EVIDENCE OF LEAKAGE MUST BE CORRECTED PRIOR TO ACCEPTANCE. X. ALL VISIBLE LEAKS, REGARDLESS OF RESULTS OF INFILTRATION OR EXFILTRATION TESTS, SHALL BE REPAIRED. ALL REPAIRS SHOWN NECESSARY BY THE TESTS ARE TO BE MADE; BROKEN OR CRACKED PIPE REPLACED, ALL DEPOSITS REMOVED, THE SEWER LEFT TRUE TO LINE AND GRADE AND ENTIRELY CLEAN, FREE FROM LUMPS OF CEMENT, PROTRUDING GASKETS, BULKHEADS, ETC., AND READY FOR USE BEFORE FINAL ACCEPTANCE IS MADE. Y. REPAIR OF ANY DEFECTS FOUND IN THE SYSTEM ARE TO BE COMPLETED AT THE EXPENSE OF THE CONTRACTOR. Z. BEDDING OF THE PIPE SHALL BE F.D.O.T. CLASS "C" OR BETTER, REQUIRING THE BOTTOM OF THE TRENCH TO BE SHAPED TO FIT THE BOTTOM OF THE PIPE FOR A DISTANCE EQUAL TO ONE-HALF OF THE OUTSIDE DIAMETER OF THE PIPE. BELL HOLES SHALL BE DEEP ENOUGH TO INSURE PROPER BEARING OF THE PIPE BARREL ON THE BEDDING AA. CONTRACTOR SHALL IDENTIFY AND PAINT ALL FIRE HYDRANTS IN ACCORDANCE WITH THE UTILITY PROVIDING SERVICE AND NFPA SPECIFICATIONS. AB. FIRE LINES TO BE TESTED AT 200 PSI. AC. FLOW AND COLOR WILL BE BASED ON ACTUAL FLOW TEST CONDUCTED BY THE FIRE INSPECTOR. THIS ACTIVITY SHALL BE COORDINATED BY THE CONTRACTOR. THE OWNER AND ENGINEER SHALL BE GIVEN PRIOR NOTICE OF TESTING AND PROVIDED COPIES OF ALL TEST REPORTS. AD. FIRE LINE MATERIAL TO BE C900 CLASS 200 PIPING. AE. FIRE HYDRANTS WILL BE FURNISHED WITH A BREAKABLE FEATURE THAT WILL BREAK CLEANLY UPON IMPACT. THIS SHALL CONSIST OF A TWO PART BREAKABLE SAFETY FLANGE WITH A BREAKABLE STEM COUPLING. THE UPPER AND LOWER BARRELS SHALL BE FLUTED AND RIBBED ABOVE AND BELOW THE SAFETY FLANGE OR HAVE AN EXTRA STRENGTH LOWER BARREL. AF. ALL FIRE HYDRANTS SHALL MEET THE LOCAL JURISDICTIONAL AGENCIES AND APPROVED MANUFACTURERS LIST AS STATED IN THE DEVELOPMENT CODE. AG. BLUE REFLECTIVE PAVEMENT MARKERS SHALL BE PLACED OPPOSITE FIRE HYDRANTS IN THE CENTER OF THE NEAREST TRAVELED LANE TO MARK THEIR LOCATIONS. AH. ALL FIRE HYDRANTS SHALL COMPLY WITH ANSI / AWWA STANDARD C502-94. XVI. UTILITY SEPARATION NOTES A. NEW OR RELOCATED, UNDERGROUND WATER MAINS INCLUDED IN THIS PROJECT WILL BE LAID TO PROVIDE: ([FAC 62-555.314(1)&(2); EXCEPTIONS ALLOWED UNDER FAC 62-555.314(5)]) 1. A HORIZONTAL DISTANCE OF AT LEAST THREE FEET BETWEEN THE OUTSIDE OF THE WATER MAIN AND THE OUTSIDE OF ANY EXISTING OR PROPOSED VACUUM -TYPE SANITARY SEWER, STORM SEWER, STORMWATER FORCE MAIN, OR PIPELINE CONVEYING RECLAIMED WATER REGULATED UNDER PART III OF CHAPTER 62-610, F.A.C.; 2. A HORIZONTAL DISTANCE OF AT LEAST SIX FEET BETWEEN THE OUTSIDE OF THE WATER MAIN AND THE OUTSIDE OF ANY EXISTING OR PROPOSED GRAVITY -TYPE SANITARY SEWER (OR A HORIZONTAL DISTANCE OF AT LEAST THREE FEET BETWEEN THE OUTSIDE OF THE WATER MAIN AND THE OUTSIDE OF ANY EXISTING OR PROPOSED GRAVITY -TYPE SANITARY SEWER IF THE BOTTOM OF THE WATER MAIN WILL BE LAID AT LEAST SIX INCHES ABOVE THE TOP OF THE SEWER); 3. A HORIZONTAL DISTANCE OF AT LEAST SIX FEET BETWEEN THE OUTSIDE OF THE WATER MAIN AND THE OUTSIDE OF ANY EXISTING OR PROPOSED PRESSURE -TYPE SANITARY SEWER, WASTEWATER FORCE MAIN, OR PIPELINE CONVEYING RECLAIMED WATER NOT REGULATED UNDER PART 111 OF CHAPTER 62-610, F.A.C.; AND 4. 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." B. NEW OR RELOCATED, UNDERGROUND WATER MAINS THAT ARE INCLUDED IN THIS PROJECT: 1. THAT WILL CROSS ANY EXISTING - - X STING OR PROPOSED GRAVITY OR VACUUM TYPE SANITARY SEWER OR STORM SEWER WILL BE LAID SO THE OUTSIDE OF THE WATER MAIN IS AT LEAST SIX INCHES ABOVE THE OTHER PIPELINE OR AT LEAST 12 INCHES BELOW THE OTHER PIPELINE; AND 2. THAT WILL CROSS ANY EXISTING OR PROPOSED PRESSURE -TYPE SANITARY SEWER, WASTEWATER OR STORMWATER FORCE MAIN, OR PIPELINE CONVEYING RECLAIMED WATER WILL BE LAID SO THE OUTSIDE OF THE WATER MAIN IS AT LEAST 12 INCHES ABOVE OR BELOW THE OTHER PIPELINE. C. AT THE UTILITY CROSSINGS DESCRIBED IN PART A. ABOVE: 1. ONE FULL LENGTH OF WATER MAIN PIPE WILL BE CENTERED ABOVE OR BELOW THE OTHER PIPELINE SO THE WATER MAIN JOINTS WILL BE POSSIBLE S FAR AS A S BLE FROM THE OTHER PIPELINE OR THE PIPES WILL 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 2. AT LEAST SIX FEET FROM ALL JOINTS IN GRAVITY- OR PRESSURE -TYPE SANITARY SEWERS, WASTEWATER FORCE MAINS, OR PIPELINES CONVEYING RECLAIMED WATER NOT REGULATED UNDER PART III OF CHAPTER 62-610, F.A.C. XVII. BUILDING NOTES A. NO REAR ENTRANCE DOORS WILL BE PROVIDED TO BUILDINGS A THRU F. APPROVED FLA. REGISTRATION NO. DATE : ­ W, In z 0 0 > w Of I 0 N vj 2 W • N 00 N 00 6 d> N o�oo c v) O 0 �- ' ,c CD tm O -0 a) � vi .o u_ `m T Mu_ p_00 E ui S2o-C:,I O N co �o � 3,0 O u_ A 8 CERTIFICATES OF AUTHORIZATION: ' EB7318 LB6680 LCO337 JBG I RGP I LW DES. I OWN. I CHK. PROJECT / ME NO. 07-00203 DRAWING NO. NTS-1 DATE DRAWN: 7/1 �/07Ts,H.'�,: 3 ABBREVIATIONS ABBREVIATIONS (CONT) ABBREVIATIONS (CONT) SIGNAGE UTILITY SYMBOLS SURVEY SYMBOLS A FDOT FLORIDA DEPARTMENT OF TRANSPORTATION RW RECLAIM/REUSE WATER MAIN STREET NAME D3 (VARIABLE) PRESSURE UTILITIES (POTABLE WATER, RECLAIM WATER & FORCE MAIN) o CONCRETE MONUMENT AASHTO ASSOCIATION OF STATE HIGHWAY AND TRANSPORTATION FPL FLORIDA POWER & LIGHT RPM REFLECTIVE PAVEMENT MARKER 1--F- 11Ya' BEND o IRON PIPE OFFICIALS rn FFE FINISHED FLOOR ELEVATION RCP REINFORCED CONCRETE PIPE �F 22Yi BEND IRON ROD AND CAP z AB AUGER BORING O FM FORCE MAIN R/W RIGHT-OF-WAY PARKING er asAelm FTP-'20-04 30" X 18" , PER ( ). 90' BEND F• GUIDE LINE N AC ACRES PERurr FDOT INDEX #17355 _ FS FLORIDA STATUTES S ONLY 45' BEND UTILITY POLE > AD ALGEBRAIC DIFFERENCE PENALTY FLORIDA ADA AMERICANS WITH DISABILITIES ACT FT FEET SAN SANITARY FINES $m.DD SUPPLEMENTAL PANEL (12"X 18") TEE ® WATER METER 10N-AIMY ZONE -X- G SDR STANDARD DIMENSION RATIO CHAIN LINK FENCE ARV AIR/VACUUM RELEASE VALVE GALS/SY GALLONS PER SQUARE YARD SS SANITARY SEWER CROSS WIRE FENCE "'iii"` AKA ALSO KNOWN AS � R1-1 (30" X 30") -a WOOD FENCE AE ANCHOR EASEMENT GALV GALVANIZED SHWE SEASONAL HIGH WATER ELEVATION FIRE HYDRANT ASSEMBLY -OHW- OVERHEAD UTILITY WIRE GM GAS MAIN SECT SECTION ALUM ALUMINUM LB LICENSE BUSINESS ANSI AMERICAN NATIONAL STANDARDS INSTITUTE GV GATE VALVE SVC SERVICE �� R1-2 (36" X 36") 1 HN- TAPPING SLEEVE & VALVE OR OFFICIAL RECORD BOOK H SL SLOPE ASPH ASPHALT H HORIZONTAL SLWE SEASONAL LOW WATER ELEVATION -N- GATE VALVE (G.V.} MB MAP BOOK ACP ASPHALTIC CONCRETE PIPE SPEED PG PAGE(S) ASTM AMERICAN SOCIETY FOR TESTING AND MATERIALS HDPE HIGH DENSITY POLYETHYLENE SDWK SIDEWALK LIMIT R2-1 (24i" X 30") -N- REDUCER CAP WITH BLOW -OFF PLS PROFESSIONAL LAND SURVEYOR AWWA AMERICAN WATER WORKS ASSOCIATION HP HIGH POINT SSRBC STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION PRM PERMANENT REFERENCE MONUMENT B HT HEIGHT SMH SANITARY SEWER MANHOLE DOUBLE CHECK REDUCED PRESSURE BACKFLOW PREVENTER DRAINAGE LEGEND L I R3-4 (24" X 24"} WATER METER B BASELINE INV FL INVERT FLOW ELEVATION SR STATE ROAD uu WATER TRIPLE & QUADRUPLE SVCS. DRAINAGE FLOW ARROW BM BENCHMARK STA STATION PROPOSED CONCRETE SIDEWALK BMP BEST MANAGEMENT PRACTICE INV EL INVERT ELEVATION STD STANDARD R3-5L (30" X 36") (OPTION FOR LEFT TURN DOUBLE WATER SERVICE PROPOSED SHOWN) �- SINGLE WATER SERVICE ............................................... ASPHALT ROAD J IP IRON PIPE T ONLY BFP BACKFLOW PREVENTER �► BOC BACK OF CURB K TCE TEMPORARY CONSTRUCTION EASEMENT RIGHT LANE SINGLE RECLAIM/SINGLE SANITARY SERVICE �� N �I WETLAND HATCH BOP BOTTOM OF PIPE K VERTICAL CURVE RATE OF CHANGE L TEMP TEMPORARY MUST TURN RIGHT R3-7R (30" X 30") �► Z- DOUBLE RECLAIM/DOUBLE SANITARY SERVICE EXISTING FIRE HYDRANT ASSEMBLY r <•' •< ••• < >• •• >• WETLAND IMPACT HATCH BLDG BUILDING TH# TEST HOLE NUMBER WETLAND BUFFER HATCH BT BELLSOUTH TELEPHONE L LENGTH TOB TOP OF BANK S1 SAMPLE POINTr'frLf1L'1:;jfll1/f.�. Z Q BVCS BEGIN VERTICAL CURVE STATION LBR LIMEROCK BEARING RATIO TOP TOP OF PIPE ONLY ONLY R3-8 (30" X 30") ao.0 PROPOSED SPOT GRADE BVCE BEGIN VERTICAL CURVE ELEVATION LDC LAND DEVELOPMENT CODE TOW TOP OF WALL e PROPOSED AIR RELEASE VALVE SOILS BORING 0 BEGI C LF LINEAR FEET TOS TOE OF SLOPE RIG T TURN LAZE " R4-4 (36 X 30") EXISTING RELEAVE VALVE Q CATV CABLE TELEVISION LT LEFT TV TELEVISION YIELD TOBII�S SOIL DIVIDE LINE cl) CIP CAST IRON PIPE MAS M MAINTENANCE ACCESS STRUCTURE TYP TYPICAL R4-7 (24" X 30") GRAVITY SANITARY SEWERU) SOILS DATA X U) CB CATCH BASIN CENTERLINE MH MANHOLE LINK U UNKNOWN -•- -•- SEWER MANHOLE IN -LINE CLEANOUT SOIL NUMBER SOIL NAME HYDROLOGIC GROUP 0 (n Lm CONC CONCRETE MAX MAXIMUM UE UTILITY EASEMENT KEEP R4-7A (24" X 30")U= 45' WYE WITH CLEANOUT ;2. $; ONA FINE SAND B/D CWE CONTROL WATER ELEVATION MIN MINIMUM USF UNITED STATES FOUNDRY RIGHT I • • GREASE TRAP SEFFNER FINE SAND " O W CS CONFLICT STRUCTURE MISC MISCELLANEOUS USGS US GEOLOGICAL SURVEY I }— DOUBLE SANITARY SERVICE C W MUTCD MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES CO CLEAN OUT N UTIL UTILITY DO NOT R571 (30" X 30") r- SINGLE SANITARY SERVICE0 SMYRNA FINE SAND B/D O cc COORD COORDINATE V ENTER �- END OF SANITARY PIPE w CR COUNTY ROAD NC NORMAL CROWN V VERTICAL WAY. ( R6-1 (36" X 12") LEFT TURN —•mil-- SEWER FLOW ARROW ZOLFO FINE SAND C O CMP CORRUGATED METAL PIPE NIC NOT IN CONTRACT VC VEICITCAL CURVE ONE SHOWN) (OPTIONFOR SS-1 SEWER MANHOLE STRUCTURE CALL -OUT CI CURB INLET NGVD NATIONAL GEODETIC VERTICAL DATUM 1929 VCP VITRIFIED CLAY PIPE KEEP LINE SYMBOLS PROPERTY in NR NOT RADIAL W OFF R11-1 (24" X 30") D NO NUMBER WTR WATER MEDIAN GRAVITY STORM DRAINAGE - - CENTER UJ W DELTA ANGLE • STORM MANHOLE NON PERF NON PERFORATED _ - RIGHT-OF-WAY DBH DIAMETER AT BREAST HEIGHT ELIMINATION SYSTEM WM WATER MAIN S1-1 (36" X 36") M CATCH BASIN - - DEDICATED RIGHT-OF-WAY J DCDA DOUBLE CHECK DETECTOR ASSEMBLY NPDES NS NATIONAL POLLUTANT DISCHARGE NO SOD WS W/ WATER SERVICE 0 YARD DRAIN EASEMENT j DBL DOUBLE SCALE WITH � FDOT TYPE 1 STORM INLET PER FDOT INDEX #210 SETBACK • • DE DRAINAGE EASEMENT NTS NOT TO WWF WELDED WIRE FABRIC LOT DEG DEGREE O FDOT TYPE 2 STORM INLET PER FDOT INDEX #210 DEDICATED RIGHT-OF-WAY O DIA DIAMETER OHR OVERHEAD UTILITY WIRE BUFFER im U. • DUE DRAINAGE AND UTILITY EASEMENT OAE OR APPROVED EQUAL ••••• • • TYPE I, CASE 11 (18" X 18"), PER FDOT INDEX #17349 FDOT TYPE 3 STORM INLET PER FDOT INDEX #210 —X —. —%—x —x —x —X —x —x —« — FENCE DMH STORM DRAINAGE MANHOLE OC ON CENTER -o 0 0 0 0 0 0 o CHAIN LINK FENCE ui DME DRAINAGE AND MAINTENANCE EASEMENT OCEW ON CENTER EACH WAY SPEED. W=5A FDOT TYPE 4 STORM INLET PER FDOT INDEX #210 SILT FENCE EDGE OF PAVEMENT `le ORB OFFICIAL RECORDS BOOK HUMP 30" X 30" ( ) DRN DWG DRAIN DRAWING OSHA OCCUPATIONAL SAFETY & HEALTH ADMINISTRATION HEAD r , FDOT TYPE 5 STORM INLET PER FDOT INDEX #211 BACK OF CURB DEMOLITION (REMOVE) DIP DUCTILE IRON PIPE P SPEED HUMP W-5A1 (:i0" X 30") FDOT TYPE 6 STORM INLET PER FDOT INDEX #211 8" WATER MAIN (8" CLASS 350 8 J PAVT PAVEMENT DIP) DR DIMENSION RATIO MITERED END SECTION PER FDOT INDEX #272 AND E PERF PERFORATED " W1-6L (4.8" X 24) 8" SANITARY SEWER 8" SDR-35 BOSS ( (OPTION FOR LEFT TURN PVC GRAVITY) e RATE OF SUPERELEVATION PCC PC POINT OF COMPOUND CURVATURE POINT OF CURVATURE SHOWN) TYPICAL CONCRETE ENDWALL g"FMFORCE MAIN (6" SDR-18 PVC) EA EACH STORM DRAIN (RCP PER FDOT N ESMT EASEMENT LINE PT POINT OF TANGENCY W1-7 (48" X 24")? TYPICAL STORM PIPE INDEX #205) � EOP EDGE OF PAVEMENT PGL PROFILE GRADE LINE D-1 STORM MANHOLE STRUCTURE CALL -OUT REUSE MAIN (3" SDR-21 CLASS 3 RW 200 PVC) 0 cv � 2 r fl' PROPERTY LINE W11A-2 (30" X 30") cn Mani ¢ EL ELEVATION - GAS - GAS - GAS - GAS - GAS - GAS - GAS °co � E c EVCS END VERTICAL CURVE STATION PVC PI POLYVINYL CHLORIDE POINT OF INTERSECTION ® W16-7P (24" X 12") ®COO cN o L c `m EVCE END VERTICAL CURVE ELEVATION uj Ii PRC POINT OF REVERSE CURVATURE ��` u. CD E cMo �e 00 ELL ELLIPTICAL PRM PERMANENT REFERENCE MONUMENT DEAD W14-1 (30" X 30") %� * ' U CL d, iii - ENCL. ENCLOSED END 0.2 w ENCR ENCROACHMENT PSI POUNDS PER SQUARE INCH c 06 ERCP ELLIPTICAL REINFORCED CONCRETE PIPE PVI POINT OF VERTICAL INTERSECTION W2-6 (30" X 30") cn �� EXIST EXISTING PWR POWER z F PV PLUG VALVE FAC FLORIDA ADMINISTRATIVE CODE PROP PROPOSED W1-8 (24:" X 30") CERTIFICATES OF AUTHORIZATION: R (OPTION FOR RIGHT SHOWN) FBR FLORIDA BEARING RATIO EB7318 LB6680 LC0337 JBG RGP LW RAD RADIAL FC FRICTION COURSE > DES. OWN. CHK. FDEP FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION RC REVERSE CROWN LVPROJECT / FILE NO. R RADIUS � 07-00203 FHWA FEDERAL HIGHWAY ADMINISTRATION DRAWING N0. RPZ REDUCED PRESSURE ZONE /,/� FOC FACE OF CURB W ABR-1 RT RIGHT DATE DRAWN: � FH FIRE HYDRANT APPROVED FIG FIGURE REC DWG RECORD DRAWING FLA. REGISTRATION NO. DATE : 7 1 7 07 / / SH. 34 z m EL o: a m 0 a N 3 0 W w I M O O 0 I O z QZ J a 0 0 S' mm N Q 2 0 Z Q rn n a a 0 J Q O rn 0 O It a o: w D m m W Y J 0 0 0 I O 0 N F- U W O a APPROVED : FLA. REGISTRATION NO. SCALE .T ) 0 FEET DATE : O N o07 La N I. r OD � N O c0 M p> o K O L� a T CO ,L ui Ud � L 46 .(O Cp G O O � �t L U CERTIFICATES OF AUTHORl7ATVVJ- EB7318 LB6680 LC0337 JBG RGP I LW DES. DWN. I CHK. PROJECT / FILE NO. 07-00203 DRAWING NO. AER-1 L ATEDRAWN: OF2 R7 sH.7 JF (N Z O In LLI SITE DATA PARCEL ID NUMBERS.: PROPERTY ADDRESS: GROSS SITE AREA: R.O.W. DEDICATION: NET SITE AREA: OFFICE DEVELOPMENT: RETAIL DEVELOPMENT: EXISTING ZONING: MAX. IMPERVIOUS NET AREA ALLOWED (MAX. ISR): OFFICE DEVELOPMENT: RETAIL DEVELOPMENT: PROJECT IMPERVIOUS AREAS: OFFICE DEVELOPMENT: 29-22-28-0000-00-105 LAKE BUTLER PROFESSIONAL CAMPUS CITY OF OCOEE, FLORIDA 14.11 AC. 0.12 AC. 11.58 AC. 2.41 AC. 13.99 AC. TOTAL COMMERCIAL (C-3) 9.26 AC. (80.0%) 1.93 AC. (80.0%) ** 11.19 AC. (80.0%) 8.32 AC. (73.89/6) LAND USE SUMMARY DESCRIPTION AREA (AC.) % USED BUILDING AREA 2.38 17.1% PAVEMENTAREA 7.08 50.6% SIDEWALK AREA 0.65 4.6% IMPERVIOUS SUB -TOTAL 10.11 72.30/6 OPEN/GREEN SPACE 3.95 27.7% NET SITE AREA 13.99 100.0% ROW DEDICATION 0.12 TOTAL SITE AREA 14.11 PARKING DATA PARKING DATA • 1 SPACE / 250 S.F. OF GROSS FLOOR SPACE • 1 SPACE / 4 SEATS PLUS 1 SPACE/75 S.F. PATRON (NON -SEATING) USE OF GROSS FLOOR SPACE PER SECTION 6-4.G.5.c, CITY OF OCOEE L.D.C., MEDICAL OFFICE USES REQUIRE: PER SECTION 6-4.G.5.h, CITY OF OCOEE L.D.C., GENERAL COMMERCIAL USES REQUIRE: • 1 SPACE / 200 S.F. OF GROSS FLOOR SPACE • 1 SPACE / 200 S.F. OF GROSS FLOOR SPACE BUILDING A-E - (70% PROFESSIONAL OFFICE/ 30% MEDICAL OFFICE) RETAIL CENTER - TOTAL AREA = 23,732 S.F./BLDG. x 5 BLDG.=118,660 S.F. TOTAL AREA = 20,018 S.F. (RESTAURANT=13,296.00 S.F.,GENERAL COMMERCIAL 6,722.00 S.F.) (70%=83,062.00 S.F., 30%=35,598 S.F.) TOTAL RESTAURANT SEATS = 320 SEATS 1 SP. / 250 S.F. x 83;062.00 S.F. = 332.25 SP. 1 SP. / 4 SEATS. x 320 SEATS = 80.00 SP. 1 SP. / 200 S.F. x 35,598.00 S.F. = 177.99 SP. 1 SP. / 200 S.F. x 6,722 S.F. = 33.44 SP. TOTAL NUMBER OF SPACES REQUIRED = 332.25 +177.99 = 510.24 SPACES = USE 511 SP. TOTAL NUMBER OF SPACES REQUIRED = 80.00+ 33.61= 113.61 SPACES = USE 114 SP. TOTAL NUMBER OF SPACES PROVIDED = 522 SPACES TOTAL NUMBER OF SPACES PROVIDED = 114 SPACES BUILDING F - (70% PROFESSIONAL OFFICE/ 30% MEDICAL OFFICE) TOTAL AREA = 27,094 S.F. (70%=18,965.80 S.F., 30%=8,128.20 S.F.) PARKING SUMMARY 1 SP. / 250 S.F. x 18,965.80 S.F. = 75.86 SP. TOTAL NUMBER OF SPACES REQUIRED = 511+117+114 = 742 SPACES 1 SP. / 200 S.F. x 8,128.20 S.F. = 40.64 SP. TOTAL NUMBER OF SPACES PROVIDED = 517+121+114 = 757 SPACES TOTAL NUMBER OF SPACES REQUIRED = 75.86 + 40.64 = 116.50 SPACES = USE 117 SP. TOTAL NUMBER OF SPACES PROVIDED =121SPACES A[_r__FRSIRI F PARKING DATA RETAIL DEVELOPMENT: 1.78 AC. (72.0%) PER SECTION 4.1.2(5)(a), AMERICAN WITH DISABILITIES ACT ARCHITECTURAL BARRIER REMOVAL AND 10.11 AC. (72.3%) COMPLIANCE MANUAL REQUIRES: * AS PROVIDED BY WAIVER REQUEST NO.6 • 2% OF TOTAL SPACES BE ACCESSIBLE SPACES FOR LOTS WITH 501 TO 1000 SPACES ** AS PROVIDED BY WAIVER REQUEST NO.7 ♦- DATA PARKING SPACES PROVIDED = 757 SP. BUILDING DATA ACCESSIBLE SPACES REQUIRED = 757 x 0.02 = 15.14 SPACES = USE 16 SP. MINIMUM BUILDING SETBACKS: FRONT: 75' (FROM FLORIDA'S TURNPIKE)* ACCESSIBLE SPACES PROVIDED = 26 SPACES SIDE: 50' (FROM MAGUIRE ROAD) /5' (FROM TRACT TABLE LOT AREA (AC) USAGE OWNERSHIP MAINTAINED BY MAGUIRE ROAD TRACT A 0.059 RIGHT-OF-WAY CITY OF OCOEE CITY OF OCOEE DEDICATION TOMYN TRACT B 0.065 BOULEVARD CITY OF OCOEE CITY OF OCOEE RIGHT-OF-WAY DEDICATION BUILDING USE BY AREA (S.F.) BUILDING PROFESSIONAL OFFICE MEDICAL/ DENTAL OFFICE RETAIL RESTAURANT TOTAL BUILDING SQUARE FOOTAGE A 16,612 7,120 0 0 23,732 B 16,612 7,120 0 0 23,732 C 16,612 7,120 0 0 23,732 D 16,612 7,120 0 0 23,732 E 16,612 7,120 0 0 23,732 F 18,966 8,128 0 0 27,094 COMMERCIAL 0 0 6,722 13,296 20,018 TOTALS 102,026 43,728 6,722 13,296 165,772 RETENTION POND)* REAR: 50' (FROM TOMYN BOULEVARD)* ...._- .. -...... .......- ....... ---- -............. �.. ....... _.... - ............. -.-.. ............. ...- _.......... ... -. _ - ...... .__._ - ... ... _ _ _........� SEE WAIVER TABLE FOR DETAILS - MAX. BUILDING HEIGHT ALLOWED: N/A ��� as - _ - _ - _......10IT .-........... - _- --_ -- - _........... _ _ _.._ 38' 3" MAX. _............. _.......... _ - ....._. _ _......_...._ _....._.. - _..... -- -- _......._. _ - _........ _............_ - _ _.... BUILD ING HE IGHT: - _ . _ ..... _ _- ::::::::::::::_ _ _......... _....... - _........... BUILDING FOOTPRINT FLOOR SPACE 50,(} - - - - - TURN LANE - - - -" ""' ' ' - -" ""' o _ - _........ _ _ _.. nn - EXTENSION AAII AA ^^ U1 RE ROA)�I GRAPHIC SCALE 0 25 50 100 ( IN FEET ) 1 INCH = 50 FEET A E 13,631 S.F. 11,866 S.F. x 2 FLOORS = 23,732 S.F. :::::::_ = _-- =- _= _:; ::_ _ == -- ........ ...... ..._ - N _ F 15,523 S.F. 13,110 S.F. x 2 FLOORS = 26,220 S.F. ✓� z �- _ -�� - -. RESTAURANT/RETAIL 20,063 S.F. 20,018 S.F. x 1 FLOOR - 20,018 S.F. : '_-= :- ---- ------ ••- - -' ' " ......................-- ...._ _::.:.- .-::::::_ .-_ •�::.--:: __ -._ _- - .- :::::::_::_ _. NON-EXCLUSIVE ...._..._..... _.... .._:::.. - 5. _. TOTAL AREAS 103,741 S.F.=164,898 S.F. - - _............_ - - - ..... _.._.._. w �«�....._........._.........._........._......... ... .... ••••• 10' SLOPE PERPETUAL RIGHT OF WAIF- -- _.. .._. ._ _... ...._ _ MONUMENT EASEMENT _._._.._.._.._. _.._ _..._... .._..._ __ -- _... ...... .._ ...... ...... EASEMENT ..._ �.-= -_::.�� r.-� .'�;:.•�•:• .._ SIGN _...... .... t f ...-.................. ....-- SIGN . ... : _...... :MONU ENT DEDCCAT(ON .......... _ _...... .... . .. .... ..... _....... - .... ._.......... .. _.... _ _ . _.._ _ -• - j ...._...... �.:>_._...,. ............. .a. ............. � ............... ••:- _ - •• _..._-....... &:...TRASH .. _..... - .........._. _.- ......_..... � ............ _._..... 5u _ 25' LANDSCAPE 0 __.................. :._...:.veb..�.:..,.».�.ma.. vmro,...a.�'``+n. § aL ...... _ ..d .. �� �� ....... _--------- ... 7: �F- .s. a .. ------ ............. ....... .-- - . e .. - ........... .............." -:.,. .. � :.r... Y!/AIVER... ..... _..- ......._ ....... _...................._._ BUFFER Y REQUEST _ _......... .. ag2.L1'....._. . `-....... .__ _ _ _ __ _ _......... _ - _............_ - _............._ m - ........ _ .............. _ ...... 13�c�LacLE. N •_......................_............_ _ ... _..... _.. - _... ..... R 9 co --w'^.;T- °a-0'9'4' - ............. _..._ ......._.... �. ...... - . * * * `� _ _ _.. _ - 10' LANDSCAPE 10 W' BUFFER WAIVER = Q 5 -- DJ71-7- ---- \ ' REOU MIN :� I l i I UNIT 7 25LANDSCAPE BUFFER -_ ` € DUMPSTER PAD 6ai � x I�A- EM{ ' o I h. i d 1 j I . I ,b IL ING F I FF E=129.50 { :IN" }: ( 6. • 3.2 24.3' WAIVER REQUEST BENCH & TRASH NO.1 RECEPTACLE .. 'i j 15' U.E. isViL' T • € I `�� 1---,_20' ACCESS EASEMENT O # �:.. ki - `" DUMPSTER PAD n. > - - - .- ___....... - ._.........- - --••- - -...... __-_.......................... EX. MASTER I " LIFT STATION TRACT MONUMENT M : $ SIGN € l r )k: LINE V m m D n I.. 5 I •,; 1 *5! Ni I%// WE 1 1 CENTRAL m N m In all oil IN ' I WAIVER BUILDING A REQUEST NO.S FF EL=128.50 460.0' 0 - BENCH SEATING AREA TYP. �rnMEN low f BUILDING B 1 EXISTING STORMWATER POND TOP OF BANK Tm A 5 •C7 3'l_y T�3 it cs� BUILDING •� •iS i Y WAIVE REQUE NO.2 I � .......... - _..... 5' LANDSCAPE BUFFER r DUMPSTER PAD 5 \ { 20' EASEMENT f DEDICATED TO CITY OF OCOEE r � 2 f l � 8 � 10 10 / Jr io AF I Q' 10 .� �' oQ, oo/ O r / f �a ffr J' -DUMP ER PAD % s F( i R ST / 9 F` F F� :l E' i f i �i 'f APPROVED FLA. REGISTRATION NO. nA= . 'I I I 1 119 In z 0 In Ld x N N_ uj N Q co N O C RCNO6 i 4 O O -0 i � In` ti . a> o =_ T M LL c 'E co Inc CD CrJ aCL d N 0 co Z� •�� Q amma U- L c t� uj CERTIFICATES: OF AUTHORIZATION: EB7318 LB6680 LC0337 Fn JBG JBG LW DES. DWN. CHK. / FILE NO. WPROJECT F- 07- 00203 DRAWING NO. Q MSP-1 DATE D� wN: 6 07 11H� 3 47 PHASED CONSTRUCTION PLAN PHASE 1- The following improvements will be included within this phase RETAIL CENTER, BUILDING E, & BUILDING F PARKING LOT, SIDEWALKS & INTERIOR LANDSCAPING RELATED TO THIS PHASE TURN LANE IMPROVEMENTS FOR TOMYN BOULEVARD AND MAGUIRE ROAD SIGNALIZATION IMPROVEMENTS FOR INTERSECTION OF TOMYN BOULEVARD AND MAGUIRE ROAD CENTRAL PARK AND FOUNTAIN FEATURE POTABLE WATER SYSTEM FOR ALL PHASES MASTER IRRIGATION METERS AND DISTRIBUTION MAIN GRAVITY SEWER DISTRIBUTION LINES FOR ALL PHASES STORM SEWER AS INDICATED ON PGD-1 & PGD-2 PHASE 2 - The following improvements will be included within this phase BUILDING C & BUILDING D PARKING LOT, SIDEWALKS & INTERIOR LANDSCAPING RELATED TO THIS PHASE STORM SEWER AS INDICATED ON PGD-1 & PGD-2 PHASE 3 - The following improvements will be included within this phase BUILDING A & BUILDING B PARKING LOT, SIDEWALKS & INTERIOR LANDSCAPING RELATED TO THIS PHASE STORM SEWER AS INDICATED ON PGD-1 & PGD-2 PHASE 1 - RETAIL CENTER BUILDINGS E & F RETAIL CENTER - TOTAL AREA = 20,018 S.F. (RESTAURANT=13,296.00 S.F.,GENERAL COMMERCIAL 6,722.00 S.F.) TOTAL RESTAURANT SEATS = 320 SEATS 1 SP. / 4 SEATS. x 320 SEATS = 80.00 SP. 1 SP. / 200 S.F. x 6,722 S.F. = 33.44 SP. TOTAL NUMBER OF SPACES REQUIRED = 80.00+ 33.61= 113.61 SPACES = USE 114 SP. TOTAL NUMBER OF SPACES PROVIDED = 114 SPACES BUILDING E - (70% PROFESSIONAL OFFICE/ 30% MEDICAL OFFICE) TOTAL AREA = 23,732 S.F. (70%=16,612.89 S.F., 30%=7,119.81 S.F.) 1 SP. / 250 S.F. x 16,612.89 S.F. = 66.45 SP. 1 SP. / 200 S.F. x 7,119.81 S.F. = 35.60 SP. TOTAL NUMBER OF SPACES REQUIRED = 66.45 + 35.60 = 102.05 SPACES = USE 103 SP. BUILDING F - (70% PROFESSIONAL OFFICE/ 30% MEDICAL OFFICE) TOTAL AREA = 27,094 S.F. (70%=18,965.80 S.F., 30%=8,128.20 S.F.) 1 SP. / 250 S.F. x 18,965.80 S.F. = 75.86 SP. 1 SP. / 200 S.F. x 8,128.20 S.F. = 40.64 SP. TOTAL NUMBER OF SPACES REQUIRED = 75.86 + 40.64 = 116.50 SPACES = USE 117 SP. TOTAL NUMBER OF SPACES REQUIRED = 103 + 117 = 220 SPACES TOTAL NUMBER OF SPACES PROVIDED = 259 SPACES PHASE 1 - PARKING SUMMARY TOTAL NUMBER OF SPACES REQUIRED = 114 + 220 = 334 SPACES TOTAL NUMBER OF SPACES PROVIDED = 114 + 259 = 373 SPACES F.116-1 - � _ :. i, Ed IT1 f_1 PHASE 2 - BUILDINGS C & D BUILDING C-D - (70% PROFESSIONAL OFFICE/ 30°k MEDICAL OFFICE) TOTAL AREA = 23,732 S.F./BLDG. x 2 BLDG. = 47,464.00 S.F. (70%=33,224.80 S.F., 30%=14,239.20 S.F.) 1 SP. / 250 S.F. x 33,224.80 S.F. = 132.89 SP. 1 SP. / 200 S.F. x 14,239.20 S.F. = 71.20 SP. TOTAL NUMBER OF SPACES REQUIRED = 132.89 + 71.20 = 204.09 SPACES = USE 204 SP. TOTAL NUMBER OF SPACES PROVIDED = 239 SPACES i PHASE 2 - PARKING SUMMARY TOTAL NUMBER OF PHASE 1 & PHASE 2 SPACESREQUIRED = 334 +204 = 538 SP. . TOTAL NUMBER OF SPACES PROVIDED = 373 +239 = 612 SPACES PHASE 3 - BUILDINGS A & B BUILDING A-B - (7(% PROFESSIONAL OFFICE/ 30% MEDICAL OFFICE) TOTAL AREA = 23,732 S.F./BLDG. x 2 BLDG. = 47,464.00 S.F. (70%=33,224.80 S.F., 30%=14,239.20 S.F.) 1 SP. / 250 S.F. x 33,224.80 S.F. = 132.89 SP. 1 SP. / 200 S.F. x 14,239.20 S.F. = 71.20 SP. TOTAL NUMBER OF SPACES REQUIRED = 132.89+ 71.20 = 204.09 SPACES = USE 204 SP. TOTAL NUMBER OF SPACES PROVIDED = 145 SPACES PHASE 3 - PARKING SUMMARY TOTAL NUMBER OF PHASE 1, PHASE 2 & PHASE 3 SPACES REQUIRED = 334 + 204 +204 = 742 SP. TOTAL NUMBER OF SPACES PROVIDED = 373 + 239 + 145= 757 SPACES OPEN SPACE BY PHASE I I V, PHASE AREA (AC) OPEN (AC) IMPERV (AC) % IMPERV 1 7.43 1.85 5.58 75.1 % 2 4.11 1.30 2.81 68.4% 3 2.45 0.73 1.72 70.2% ALL 13.99 3.88 10.11 72.39/6 V) THIS SHEET RELATES TO THE PHASING OF THE PROJECT INFRASTRUCTURE ONLY. THE - BUILDINGS WITHIN EACH PHASE, AS SHOWN, HEREON, MAY BE CONSTRUCTED IN ADDITIONAL - PHASES, PROVIDED, HOWEVER, THAT SUCH BUILDINGS MAY ONLY BE CONSTRUCTED AFTER A > CERTIFICATE OF COMPLETION HAS BEEN ISSUED BY THE CITY FOR THE INFRASTRUCTURE FOR w 0_ THE PHASE, AS SHOWN HEREON, WITHIN WHICH SUCH BUILDINGS ARE TO BE LOCATED. I ...... _.......... ... ilt.. -•t ......-... .-...... »....-._ ............. ..___ _..._-... ..._ ......__. ............. ............. ............. � _-_. ...... .._....-.. a atiwtiv ac¢ce� r� Ii _. ...... . -...... C+3 - ...-.....- ......... \. ... ...-. _..... _ _.... ........._. .- _. .... __ ..._ ...- _.. ..-........... .....- .......... .. ....... -..... ..............-......... ....... ... ....... ....... ....... ....... _..... .� _. ...._.. ....... .� ....... ....... ....... .._ -..... ....... _.... ._._ _.... _._ _ - _ - .. - - - aq zaQ�o SLOSN •]14llll'.l'.11tiCP'� `�t •S13t. x` e ... .CmRZl. e.. . sss Nft:SYatlS ----- .�C.L.v mb`a aY�U4Atia� - .... ..---- oaaam aSAL'� +aat+rar ... _.- ....... __ �.... ..� .. _..... ....... ....... ...._. .... ...._.....- .�. .. _ _ . ... _.-. ....... _.... .... -_ ....... ...... ._.... ........_ ....... ...- _.._ .�... ..._ - I :.. �•zw 50.0' TURN .. ..... .- - - _ - LANE _.... ...... ...... ...... _.. ._.. ..... ._ _.. _.. ...... .._ _ _ - D I„....... _.................._.._.. _................._ _ ..._ ...................-. - _........ _.. __ - - ............ _ - EXTENSION .....- .._.._ - ................. _......... _ _......... __. �.._� _ ... _........ _ _ - ................. - _........ ..... .._ .......... ....... ..........._ - _..::_ - - - :.... ......... ffix:ij - N it t :1 . .. l �✓ / ......................w.......w....u..... - - 1 I � ( I j N i Ln I I j N i ( 1 j ( E in 1 I I ► BUILC j I FF EL `ctOf SET13ACK - w w - ___. - DUMP - PAD-' - ___. -.. -.. - - .j q; r R r BUILDING A FF EL=128.60 BUILDING B FF EL =129.50 --------------------------------- TOP OF BANK - - - - ........................... �-•----_..-.._.... TOP OF BANK RETENTION POND EL=111.31' EDGE OF WATER EXISTING STORMWATER POND GRAPHIC SCALE 0 25 50 100 ( IN FEET ) 1 INCH = 50 FEET APPROVED : FLA. REGISTRATION NO. DATE / C/ CERTIFICATES OF AUTHORIZATION: EB7318 LB6680 LC0337 JBG JBG I LW DES. DWN. CHK. PROJECT / FILE NO. Q 07- 00203 ccDRAWING L NO. PHS-1 zDATE 'DRAWN: 07/6/07 H IS1 1. CONTRACTOR SHALL GRADE OPEN AREAS TO WITHIN 2" OF INDICATED GRADE TO ACCEPT SODDING. 2. FINAL BUILDING PAD ELEVATIONS SHALL BE 8" LOWER THAN THE FINISHED FLOOR SHOWN ON THE PLAN. 3. ALL SIGNAGE, WALLS, AND SITE LIGHTING TO HAVE SEPARATE BUILDING PERMIT AND TO BE CONSTRUCTED PER CITY DEVELOPMENT CODE. 4. ALL DISTURBED AREAS WITHIN OFFSITE RIGHTS -OF -WAY SHALL BE RETURNED TO ORIGINAL OR BETTER CONDITION AND RESODDED. 5. CONTRACTOR SHALL INSTALL EROSION CONTROL MEASURES AS INDICATED ON THE STORMWATER POLLUTION PREVENTION PLAN PRIOR TO ANY CONSTRUCTION ACTIVITIES. ACCORDING TO FEMA FLOOD INSURANCE RATE MAP 12095CO220 E, ORNAGE COUNTY, FLORIDA, DATED DECEMBER 06, 2000, THE PROJECT SITE LIES IN ZONE "X", OUTSIDE OF THE 500-YEAR FLOODPLAIN. WETLAND INFORMATION NO WETLANDS LOCATED ONSITE. a.�'o� ,auxa„m�s:¢a�Fxm m`a .;..:ti wuuaasttttca�\\\\•auaac ,t....mw u�+u ... a`eeexxaww..... .........._....... �................ ............. _____... - _... ...._ ...._ ... ...._ .. _...e ....................._ .............. ....... _ _ `mce�wu... aauv .ea-sm a ... °e�.. -; --a. _ - _ - imumm�a mnv amcvn nce�,a�ti4, .: ... ....... ..._ - ._..........._.._ - _.... _ - - - - - ._... _.... _.._ _ • __ �....... ....... _.. _.... ....... ...1.. .._.- _.... _..... ....._ -- ....... _.::: :::_.:_ J ..._ -._� _� ...._ �__ 'w- ._- -. ..... � ..... ..... ..... ...... ..... .... ... ��y/yam^ .: � ....... .. /•� .. ....... ....... ....... ........ ...... ....... .._.....- ...-- �.r :: ..... ...... ....... V_ ZVI EE _.... _.............. __ _ ..-.............-....._.... _ _........................ _.... _............... ..........__ -- �4S�bSi - - _.. ... :SEES' - - _ E �,(? ........ _ __............: !::......__:..-..- -- _,,• ::.-. - - - .180METAL - ••.., ....w..............._..�.�.»-.......... HANDAI L_LE � CONCR ETE TE � AL_ ........-..,� -..., ._ SOILS DATA PER THE USDA S.C.S. SOILS SURVEY, ORANGE COUNTY, FLORIDA, THE FOLLOWING SOIL TYPES OCCUR ONSITE. SOIL SYMBOL DESCRIPTION HYGROUP IC 26. ONA FINE SAND B/D 43 SEFFNER FINE SAND C 44 SMYRNA FINE SAND B/D 54 ZOLFO FINE SAND C GEOTECHNICAL EXPLORATION DATA SOIL BORING INFORMATION PROVIDED BY UNIVERSAL ENGINEERING SCIENCES. 14.10± ACRE TRACT "GEOTECHNICAL EXPLORATION WESMERE PROFESSIONAL CENTER MAGUIRE ROAD & FLORIDA TURNPIKE OCOEE, ORANGE COUNTY, FLORIDA- GEOTECHNICAL REPORT NO. 20117-001-01 DATED JANUARY 29, 2007. BORING EX. GRADE (FT) DEPTH TO GNDWT (FT) EST. SHWT (FT) B-1 127.8 0.0 127.8 B-2 128.0 0.0 128.8 B-3 127.6 3.0 124.6 B-4 127.1 0.0 127.1 B-5 125.9 1.0 124.9 B-6 126.1 1.0 125.1 B-7 127.3 1.5 125.8 B-8 127.6 0.0 127.6 B-9 127.5 3.0 124.5 B-10 126.9 3.0 123.9 B-11 127.3 0.0 127.3 B-12 127.3 1.0 126.3 24' RCP .m.u, 14 of ! f. SIDEWALK WITH IN mmm �M011 s . . THICKEN EGDE TYP. LOT 1 b � .•••' STORMWATER POND . •' SIDEWALK • RAMP TYP. Q S. . b •` A 4 • • • • SIDEWALK WITH • THICKEN EGDE (TYIJ SIDEWALK F r z : i r � i I sx r Vt r.... ;ass' .. S l` 0 1 S , 11^ :.:. x?` rat / vl • w v ..............::::. ::........ GRAPHIC SCALE 0 25 50 100 ( IN FEET ) 1 INCH = 50 FEET STRUCTURE TYPE GRATE TOP INVERT PIPE RUN D-1 TYPE C INLET 127.08 E 123.37 99LF 18" RCP ® 0.157. TO D-2 D-2 TYPE C INLET 126.47 W 123.22 S 122.72 114LF 24" RCP ®0.10% TO D-3 D-3 TYPE E INLET 128.65 N 122.61 S 122.11 182LF 30" RCP ®0.08% TO D-4 D-4 TYPE E INLET 129.87 W 122.23 N 121.96 E 121.73 113LF 30" RCP ® 0.08% TO D-5 D-5 TYPE E INLET 129.07 S 122.72 W 121.64 E 121.14 106LF 36" RCP ® 0.10% TO D-6 D-6 TYPE E INLET 128.54 N 121.03 S 121.03 61LF 36" RCP ® 8.25% TO D-7 D-7 MITERED END W 116.00 D-8 TYPE C INLET 130.70 E 126.25 186LF 18" RCP ® 0.157. TO D-13 D-9 TYPE C INLET 130.06 W 125.90 S 123.97 E 122.30 73LF 24" RCP ®0.10% TO D-4 D-10 TYPE C INLET 128.96 N 124.20 151LF 18" RCP ® 0,15% TO D-9 D-11 TYPE C INLET 126.69 N 122.99 97LF 18" RCP ® 0.15% TO D-12 D-12 TYPE C INLET 126.81 N 122.84 S 122.84 79LF 18" RCP 0 0.15% TO D-5 D-13 TYPE C INLET 131.16 N 125.97S 125.97 122LF 18" RCP ®0.15% TO D-14 D-14 TYPE C INLET 129.37 S 126.09 N 125.78154LF E 125.28 24" RCP ® 0.10% TO D-15 D-15 TYPE C INLET 130.39 W 125.09 S 125.09 79LF 24" RCP @ 0.10% TO D-16 D-16 TYPE C INLET 129.98 N 125 01 S 125.01 E 126.02 1761E 24" RCP ®0.51% TO D-17 D-17 TYPE C INLET 127.66 N 124.11 E 123.61 124LF 30" RCP ®0.08% TO D-18 D-18 TYPE E INLET 128.16 W 123.51 E 123.51 127LF 30" RCP ® 0.477 TO D-19 D-19 TYPE E INLET 126.96 N 122.81 E 122.31S 123.49 W 122.91 100LF 36" RCP ®6.31% TO D-20 D-20 MITERED END W 116.00 D-21 TYPE C INLET 129.42 N 126.37 186LF 18" RCP ® 0.15% TO D-14 D-22 TYPE C INLET 129.18 W 126.13 71LF 18" RCP 0 0.15% TO D-16 D-23 TYPE C INLET 126.19 S 123.14 120LF 18" RCP ® 0.15% TO D-24 D-24 TYPE C INLET 126.19 N 122.96 S 122.96 10OLF 18" RCP ® 0.15% TO D-19 D-25 12" SQUARE ADS 126.99 N 124.80 79LF 8" ADS ® 0.41% TO D-26 D-26 TYPE C INLET 127.69 N 123.65 S 124.48 109LF 18" RCP @ 0.15% TO D-19 D-101 TYPE P-5 INLET 126.37 S 123.93 81-F 15" RCP 0 0.207. TO EXIST. D-102 TYPE P-5 INLET 128.24 N 122.52 13LF 15" RCP ® 0.20% TO EXIST. D-103 TYPE P-5 INLET 127.88 N 122.52 S 122.40 INSTALL ON EXIST. PIPE APPROVED: FLA. REGISTRATION NO 0 z Ill Z dy CERTIFICATES OF AUTHORIZATION: W H U) 0 N LLj 4) N •- >jz ag oJJ Zip am O .0 .p N Cn _ . .E dam ui 04) taco �� O 0-1 o EL woom U EB7318 LB6680 LCO337 RV RV LW DES. DW% CHK. PROJECT / FILE NO. 07- 00203 DRAWING NO. MDP-1 DATE DRAWN: OF 7/6/07 SH: 34 I 24" RCP 24" RCP J.. 14 CONNECT TO EX TOP 2 8' SIDEWALK .37 130.11 .78 74 129.79 I7D'1'4 129.6 I 429A; . .4.5 17 130.1 29.97 130.72 130.74 PHASE I AW III I m - .... f __ mww a m,1 0 NJ 14 =PAAV W m mn Im IN 30.52 30.84 MERM .26 130.46 12& 2&45 29.T 29M 129.12 VMPSTER PADS W/ 0; SEE Fit AL �SONRY WALL & H AF DSC) PE 129. 1 .92 DOUBLE SWING GATE. PLANS FOR 29.33 127.93 129.33 17 ------------- 128.06 x. 30.06 2944 128,19 12 12 lip- 129.67 8.16 6"x16" CURB 3, C 131.32 132.32 131.5 31.7 30.97 131.59 &3c fl&72 HP ' ' oa1 LOT 1 ^ | \ | � % | | �1129.50 | ' = � ~���U ^- �� 129. @ | | | �/ ��oe �,��*� ms�m 12790 �,�'~'Ai WITH & STRUCTURES PHASE 1 26.72 126.95 NSTRUCT SID .73 CURB tOSTRUCTURE-S" 12619 HP V�ITH D-24 ------------------ 27. H RDS AP PLANS z�87 %J 0 ------------- 129.66 129.45 129.77 ,1um~5 0 Ucm 8 Un R1-1 30" HIGH |NTE3TY 8c 24" STOP BAR CROSSWALK PER FDDT INDEX 17348 HANDICAP SIGN AND PAVEMENT MARKING /4\ VVH|T� TRAFFIC ARROW PER FDOT INDEX �1734O ��. " 18" WHITE PAINTED DIAGONAL STRIPING AT 5' O.C. 25LF 8" DOUBLE YELLOW " 25LF O WHITE R3-5R (RIGHT TURN ONLY) ` / R5-1 (DO NOT ENTER) ` / �����~�0�UU�Ux�~� AND PAVEMENT �� �k ��K��� �N��0�8~�� SIGNING � �����N � D�'�������Q��UN�~��� 8 ~�"�`�~u �nm �`�~ x *. �m�~ ° x °° =����°��.° � " �������N���� �� �� Q���������������� 0��& � 8 R~���' MARKING "� �"" ��_" " �`�' " �~�-�' A. ALL PAVEMENT MARKINGS WITHIN THE DEVELOPWENT, OUTSIDE THE DEVELOPWENT, AND WITHIN CITY RIGHTS OF WAY SHALL BE THERMOPLASTIC. PARKING STRIPING MAY BE TRAFFIC RATED FD0TPAINl B. ALL PAINT USED FOR PAVEMENT MARKINGS SHALL CONFORM TO SECTION 971-13 OF THE FDDT STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, LATEST EDITION \ ALL PAINTED MARKINGS SHALL BE APPLIED IN ACCORDANCE WITH SECTION 710 OF THE FDOTSSRBC AND THE MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES (WUTCD). PAINT MAY ONLY BE USED FOR PRIVATE DEVELOPMENT IMPROVEMENTS OR AS TEMPORARY MARKINGS. C. THERMOPLASTIC TRAFFIC MARKINGS SHALL CONFORM TO SECTION 711-2 OF THE FOOT SSR8C. ONLY ALKYD BASED MATERIALS SHALL BE USED. THERMOPLASTIC TRAFFIC MARKINGS SHALL BE APPLIED IN ACCORDANCE WITH SECTION 711 OF THE FD0T SSR8C AND THE MUTCD. D. ALL REFLECTIVE PAVEMENT MARKINGS SHALL BE INSTALLED IN CONFORMANCE WITH SECTION 700 OF THE FDOT S3RBC. E. ALL TRAFFIC SIGNS SHALL BE CONSTRUCTED OF HIGHLY REFLECTIVE MATERIAL AND BE "STANDARD" SIZE AS ESTABLISHED IN THE WUTCD. F. BLUE REFLECTIVE PAVEMENT MARKERS SHALL BE PLACED OPPOSITE FIRE HYDRANTS IN THE CENTER OF THE NEAREST TRAVEL LANE TO MARK THEIR LOCATIONS. C. STOP BARS TO BE A MINIMUM OF 4 FEET CLEAR BEHIND CROSSWALKS. _ H. HANDICAP PARKING SPACES SHALL BE DESIGNATED BY APPROPRIATE PAVEMENT MARKINGS AND SIGNS. . 129. CL ui --�- - uj.05 uj 129.68 If Lu 127.07 r127. INSTALL 8 LF OF 127.9 127.09 127.17 10 E * I 'x'k CONC. IZ7.40 BUILDING A 1_51 REPL ED AT PROP 121 126.56 PAVEMENT PAVEMENT SPECS. MASONRY WALL *126.0 Dw1 ^PPwoVEo.FLA. REGISTRATION NO. ____ � � GRAPHIC SCALE 0 15 30 60 ( IN FEET \ 1 INCH = 30 FEET 11 DRAINAGE STRUCTURE DATA STRUCTURE TYPE GRATE / TOP INVERT PIPE RUN D-101 TYPE P-2 INLET 126.99 S 123.67 9LF 15" RCP 0 0.20% TO EXIST. 111 *1111 :4 9 LIMITS OF TURN LANE APPROVED: - FLA. REGISTRATION NO. GRAPHIC SCALE 0 10 20 40 IN FEET 1 INCH = 20 FEET DATE : F` V) z 0 w 04 Uj W :1 R-41 00 a , 00 < d) cQj 0 "a cm r-, 08 ? C. ti - 0 Cc i IncC', to 6-10.01 LLJ S213- 6 cm v :9 co rZ u- CERWICATES OF AUTHORIZATION: EB7318 LB6680 LC0337 JBG RGP LW DES. - OWN. CHK. PROJECT / FILE NO. 07-00203 DRAWING NO. OTL- DATE DRAWN: OF 4 g 10/18/07 34 - -------- ------ DRAINAGE STRUCTURE DATA STRUCTURE TYPE GRATE / TOP INVERT PIPE RUN D-102 TYPE P-51NLET 128.24 W 123.39 13LF 15" RCP @ 0.20% TO EXIST. D-103 TYPE P-5 INLET 127.88 N 122.52 S 122.40 INSTALL ON EXIST. PIPE +113*-, (o 4� . . ... ... . ......... ..... co ED p. .. .......... .. . . ......... . ...... ..... . . ...... .... . . . M Z LEGEND LIMITS OF TURN LANE PAVING, GRADING & DRAINAGE ----------- 7 RIGHT TURN ARROW (TYP.):I' PER FDOT INDEX 17346 + ...... . . ...... ...... . ..... . .. . . . ... ....... .. . . . ... ....... .. . . . ....... . . . ... ...... ... . . . ... ....... . . . ...... TI TI I� I��T SIGNING & MARKING 4 GRAPHIC SCALE 0 10 20 40 IN FEET 1 INCH = 20 FEET lommmic loommil V) z 0 V) w w 5 w r% C-i LLJ =-D cc"jj soo c rclo cc")J Z? C" 8 UT ui crj op CL 0) Z5 cm o—(? W c) ILL OMEN" CERTIFlCA7ES OF AUTHORIZATION: EB7318 LB6680 LC0337 JBI.G RGP LW DES., OWN. CHK.__ PROJECT / FILE NO. 0 7-00203 DRAWING NO. OTL-2 DATE DRAWN: 15 OF 10/1 8/07 � SH�,�3 4, GENERAL NOTES WATER/SEWER DEMAND 1. POTABLE WATER AND SANITARY SEWER UTILITY CONSTRUCTION SHALL BE IN ACCORDANCE WITH ALL APPLICABLE STANDARDS AND SPECIFICATIONS WITHIN THE LATEST EDITION OF THE CITY OF OCOEE UTILITY STANDARDS AND SPECIFICATIONS MANUAL. 2. FIRE LINES SHALL BE COORDINATED WITH FIRE DEPT. FOR TESTING & APPROVAL. HYDRANTS SHALL BE OPERATIONAL PRIOR TO BUILDING CONSTRUCTION. 3. 20' CLEAR EMERGENCY ACCESS WAY MUST BE MAINTAINED AT ALL TIMES DURING CONSTRUCTION FOR EMERGENCY VEHICLES. 4. WATER MAINS SHALL BE AWWA STANDARD C900 OR DR-21 PVC. WATER MAIN JOINTS SHALL HAVE INTEGRAL BELL PUSH -ON TYPE JOINTS CONFORMING TO ASTM D3139. 5. GRAVITY SEWER PIPES SHALL BE D3034 DR 35 PVC UNLESS OTHERWISE NOTED. THE GRAVITY SEWER PIPE JOINTS SHALL BE INTEGRAL BELL ELASTOMERIC GASKET JOINTS MANUFACTURED IN ACCORDANCE WITH ASTM D3212 AND ASTM F477. 6. THE GRAVITY SEWER SYSTEM SHALL BE OWNED, OPERATED AND MAINTAINED BY THE LAKE BUTLER PROFESSIONAL CAMPUS ASSOCIATION. 7. ONSITE POTABLE WATER DISTRIBUTION SYSTEM SHALL BE OWNED AND MAINTAINED BY THE LAKE BUTLER PROFESSIONAL CAMPUS ASSOCIATION. 8. ALL WATER SERVICES, FIRE LINES AND SEWER LATERALS SHALL TERMINATE 5' FROM THE BUILDING EXTERIOR. SEE MECHANICAL PLANS FOR CONNECTION. 9. ALL CONNECTIONS TO EXISTING MAINS SHALL BE MADE BY THE CONTRACTOR ONLY AFTER THE CONNECTION PROCEDURE AND HIS WORK SCHEDULING HAS BEEN REVIEWED AND APPROVED BY THE CITY. THE CONTRACTOR SHALL SUBMIT A WRITTEN REQUEST TO THE CITY A MINIMUM OF FIVE (5) WORKING DAYS PRIOR TO SCHEDULING SAID CONNECTIONS. THIS REQUEST SHALL OUTLINE POINTS OF CONNECTION, FITTINGS TO BE USED, METHOD OF FLUSHING AND DISINFECTION, AND ESTIMATED CONSTRUCTION TIME FOR SAID CONNECTIONS. 10. A SERVICE SADDLE SHALL BE USED FOR ALL SERVICE LINE TAPS. SERVICE SADDLES SHALL BE DOUBLE STRAP, ANCHORED BY A MINIMUM FOUR (4) BOLT PATTERN ON A DUCTILE IRON SADDLE BODY. SERVICE SADDLES FOR PVC PIPE SHALL HAVE THE DOUBLE STRAP SIZED EXACTLY TO THE PIPE OUTISDE DIAMETER. SEALING GASKETS SHALL BE BUNA-N RUBBER AND STRAPS SHALL BE CORROSION RESISTANT ALLOY STEEL. TOTAL OFFICE BUILDING AREA=145,754 S.F. 0.334 ERU / 1,000 S.F. x 145,754 S.F. = 48.7 ERU TOTAL COMMERCIAL AREA = 6,722 S.F. 0.334 ERU / 1,000 S.F. x 6,722 S.F. = 2.2 ERU TOTAL RESTAURANT SEATS = 320 SEATS 0.100 ERU / SEAT x 320 SEATS = 32.0 ERU TOTAL = 82.9 ERU SEWER DEMAND AVERAGE DAILY FLOW (ADF) = 270 GPD / ERU = 270 GPD / ERU x 82.9 ERU = 22,383 GPD* PEAK HOUR FLOW = ADF x PEAK HOUR FACTOR = 22,383 GPD x 4.0 / 1,440 MIN / DAY = 62.2 GPM * THE EXISTING WESMERE MASTER LIFT STATION HAS BEEN SIZED TO ACCEPT 36,852 GPD ADF FROM LOT 1 OF THE WESMERE MASTER DEVELOPMENT. WATER DEMAND AVERAGE DAILY FLOW (ADF) = 300 GPD / ERU = 300 GPD / ERU x 82.9 ERU = 24,870 GPD PEAK HOUR FLOW = ADF x PEAK HOUR FACTOR = 24,870 GPD x 4.0 / 1,440 MIN / DAY = 69.1 GPM FIRE FLOW DEMAND FIRE SPRINKLER DEMAND = 300 GPM FIRE HYDRANT DEMAND = 1591 GPM** **DETERMINED USING THE ISO METHOD FOR DETERMINING NECESSARY FIRE FLOW. DETAILED CALCULATIONS CAN BE FOUND IN THE POTABLE WATER r11CTDIRI ITIMI CVCT1=RA AAIAI VCIC EXISTING STORMWATER POND _ CONNECT TO EX 12" WM WITH 8" TAPPING SADDLE & VALVE GRAPHIC SCALE 0 25 50 100 T� ( IN FEET ) 1 INCH = 50 FEET Call two full business days (but not more than five) before digging to find out where buried facilities (electric, gas, telephone, cable, water) are located. It's the Law! 1-800-432-4770 www.callsunshine.com FP&L (305) 347-3900 Sunshine State One Call of Flc APPROVED : FLA. REGISTRATION NO. DATE : rn z 0 w W 9 CD N Cl) N N 00 T 00 T> Q w E 5 M O tm _ tm O � x V/ Q LT 00 E 00 U fl CM N C O T _cc$ d' LL. f� is G U CERTIFICATES OF AUTHORIZATION: EB7318 LB6680 LC0337 JBG JBG LW DES. DWN. CHK. PROJECT / ME No. 07- 00203 DRAWING NO. MUP-1 DATE DRAWN: 1 C OF 7/6/07 9H. V 34 0 CROWN TRENCH IN TRENCH WIDTH VARIES UNIMPROVED AREAS W/ SIZE OF PIPE 3 MIN.) (SEE TYPE B EDDING AND TRENCHING TRENCH WIDTH VARIES DETAIL FOR OTHER FINISHED GRADE CROWN TRENCH IN RESTORATION.) - W/ SIZE OF PIPE UNIMPROVED AREAS 3" MIN.) FINISHED GRADE SEE NOTE 8) �^ • _ - -- M Y N /\ x Q tz / w COMMON FILL \\ • : .. � \\ a r = / •-SEE NOTE 4-V PIPE • O.D_ z \\ .. z w 12" TYP. z NOTE 4•' - //\ % cn ( SELECT In Lu COMMON FILL /\\ 'PIPE O.D. /� ~ COMMON w z \\ \\//\ SELECT COMMON °D O \ � N FILL a w z BEDDING ROCK \ a 12" (TYP.Y\\ •- r' /\\ SELECT o PIPE BEDDING COMMON m Z (SEE NOTE 8 & 9) UNDISTURBED EARTH \/ /\ FILL UNDISTURBED EARTH a NOTES: (SEE NOTE 3) \ 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 NOTES: MAXIMUM DENSITY AS PER AASHTO T-180. 1. PIPE BEDDING: SELECT COMMON FILL COMPACTED TO 95% OF THE 3. USE TYPE A BEDDING TO BE DETERMINED IN THE FIELD AS DIRECTED MAXIMUM DENSITY AS PER AASHTO T-180. BY THE CITY. 2. TRENCH BACKFILL: COMMON FILL COMPACTED TO 95% OF THE 4. (*): 15" MAX. FOR PIPE DIAMETER LESS THAN 24", AND 24" MAX. MAXIMUM DENSITY AS PER AASHTO T-180. FOR PIPE DIAMETER 24" AND LARGER. 3. PIPE BEDDING UTILIZING SELECT COMMON FILL OR BEDDING ROCK IN 5. WATER SHALL NOT BE PERMITTED IN THE TRENCH DURING CONSTRUCTION. ACCORDANCE WITH TYPE A BEDDING AND TRENCHING DETAIL MAY BE 6. ALL PIPE TO BE INSTALLED WITH BELL FACING UPSTREAM TO THE REQUIRED AS DIRECTED BY THE CITY. DIRECTION OF THE FLOW. 4. (*): 15" MAX. FOR PIPE DIAMETER LESS THAN 24", AND 24" MAX. 7. REFER TO SECTION 32.5 OF THE MANUAL FOR SHEETING AND BRACING FOR PIPE DIAMETER 24" AND LARGER. IN EXCAVATIONS. 5. WATER SHALL NOT BE PERMITTED IN THE TRENCH DURING CONSTRUCTION. B. GRAVITY SEWERS SHALL UTILIZE TYPE A BEDDING, IF REQUIRED BY THE 6. ALL PIPE TO BE INSTALLED WITH BELL FACING UPSTREAM TO THE CITY. BEDDING DEPTH SHALL BE 4" DIRECTION OF THE FLOW. MINIMUM FOR PIPE DIAMETER LESS THAN 7. REFER TO SECTION 32.5 OF THE MANUAL FOR SHEETING AND BRACING 15", AND 6" MINIMUM FOR PIPE IN EXCAVATIONS. DIAMETER 16" AND LARGER. 8. FINAL RESTORATION IN IMPROVED AREAS SHALL BE IN COMPLIANCE WITH 9, DEPTH FOR REMOVAL OF UNSUITABLE ALL APPLICABLE REGULATIONS OF GOVERNING AGENCIES. SURFACE MATERIAL SHALL GOVERN DEPTH OF RESTORATION WITHIN CITY OF OCOEE RIGHT-OF-WAY SHALL COMPLY WITH BEDDING ROCK BELOW THE PIPE. REQUIREMENT OF RIGHT-OF-WAY CITY SHALL DETERMINE IN THE UTILIZATION REGULATIONS AND FIELD REQUIRED REMOVAL OF ROAD CONSTRUCTION SPECIFICATIONS. UNSUITABLE MATERIAL TO REACH SUITABLE FOUNDATION. TYPE B BEDDING TYPE A BEDDING AND TRENCHING DETAIL AND TRENCHING DETAIL N.T.S. N.T.S. REINFORCED CONCRETE PAD, 18%18"x4" - ELKART 15 TWO-WAY, CHROME SIDEWALK SIAMESE CONNECTION WITH DOUBLE CLAPPER, CAPS AND CHAINS. CHROME 18" SLEEVE IDENTIFICATION BASE PLATE. FINISHED GRADE �- 2 #4 CONTINUOUS 1/2" AUTO -BALL DRIP CHECK VALVE INTO GRAVEL 4 WAFER CHECK VALVE AND FLANGES •a ' POURED CONCRETE .tea: •..di: THRUST BLOCK, SEE DETAIL. MOTE: 1. MOUNTING HEIGHT SHALL COMPLY WITH AUTHORITIES HAVING JURISDICTION. FREE STANDING VERTICAL F.D.C. DETAIL N. T. S. FINISHED GRADE 2" GATE VALVE 2" 900 BEN I I RESTRAINED JOINT DUCTILE IRON WATER MAIN n i TAPPED CAP DOUBLE METER BOX (18" x 24" MIN.) 2" o O•o•Ooo• Do o'0 •o • Ooo• O o•O•o D•o Ope °D vo Oao Doo °O vo Ooe 0•o°D vo°0 oo.o o•o o•o o.e o•o o °o•e o•o .e°D•o°o•e°o•o°o.o°o•o o'•o°o•o°o °O°e°0 o°O°p°0°o°O o°O o°O•o°D•o 6" Ovo Ooo °O eo Ooo Ooo°O vo Ooo °O•e°0 o•o o00 oop oso o0 0 0 oso°ooe O•o°D•e O•o O•o O•e O•o 0•o D•e 0 9-1 o•o.p°ono°°;,o°o.p°°.p°o 2" 900 BEND 6" BEDDING ROCK NOTES: 1. ALL 2" PIPE AND FITTINGS SHALL BE SCHEDULE 40 GALVANIZED STEEL OR BRASS WITH THREADED (NPT) JOINTS. BLOWOFF VALVE DETAIL N.T.S. 2"METER PRESSURE GAUGE 2" SCHD. 80 PVC. 2" CORP. STOP EXISTING WATER LINE \ METALLIC LOCATING WIRE /- EARLY WARNING TAPE / FINISHED GRADE w/� 1 y/may 1 " MAX. / PVC WATER MAIN j\ OR FORCE MAIN �1" MAX METALLIC LOCATING WIRE NOTES: 1. PVC PIPE SHALL REQUIRE INSULATED METALLIC LOCATING WIRE (14 GAUGE COPPER) CAPABLE OF DETECTION BY A CABLE LOCATOR 2. AND SHALL BE BURIED DIRECTLY ABOVE THE CENTERLINE OF THE 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 IS REQUIRED IN ADDITION TO LOCATING WIRE AT DIRECTION OF CI ALL PIPE LOCATING WIRE DETAIL N.T.S. DOUBLE CHECK BACKFLOW PREVENTER ASSEMBLY 12" TO 30" o ABOVE GRADE PRESSURE DOUBLE STRAP SADDLE SCH. 40 GALVANIZED PIPE AND FITTINGS PROVIDE TEMPORARY SUPPORTS AS REQUIRED. /4" HOSEBIBB /VACUUM BREAKER - 2" SCHD. 80 PVC 2" CORP. STOP HOSE NOZZLE 24" SQUARE OR NEW WATER LINE ROUND AND 6" THICK / REINFORCED CONCRETE SHEAR PAD. SEE NOTE 1 2-#4AT9" O.C. ALL AROUND TIE-IN VALVE MUST BE CLOSED AND COMPACTED REMAIN LOCKED. CITY TO PROVIDE BACKFILL LOCKING MECHANISM. VALVE WILL BE SEE NOTE 2 FLOW - OPERATED BY CITY PERSONNEL ONLY. NOTES: 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL MATERIALS, ASSEMBLY, AND THE INSTALLATION OF THE DEVICE. 2. BACKFLOW PREVENTERS WILL NOT BE PROVIDED BY THE CITY. 3. ALL BACKFLOW PREVETERS SHALL BE TESTED. 4. BACKFLOW PREVENTERS SHALL BE SCREENED FROM VIEW WITH MIN. 36" HIGH SWEET VIBURNUM (VIBURNUM ODORATISSIMUM) SPACED 30" O.C. TEMPORARY JUMPER CONNECTION N.T.S. 24" x 24" x 6" THICK CONC. PAD TYP. EACH VALVE BOX. 3" DIA. BRONZE DISC ANCHORED IN CONC. PAD STAMP AS REQ'D #4 BARS ALL 3" DIA. BRONZE (SEE NOTE 1) AROUND DISC ANCHORED IN 7 CONC. PAD STAMP SIZE OF VALVE AS REQ'D. TYPE OF VALVE •16 _ : �. "- SERVICE ' �� DIRECTION & N0. OF TURNS TO WA OPEN VALVE BOX ... •' iv AND COVER °• `..•• , +. 2500 P.S.I. » CONCRETE MIN. ANCHORS UNIMPROVED CONDITION TOP FLUSH WITH FINISHED GRADE 9" ASPHALT SURFACE r- BASE • I I VALVE BOX I 4" x 4" x 18" LONG ANDCOVER (MIN.) PRECAST POST AND WITH 3" DIAMETER BRONZE DISC SET IN IMPROVED CONDTITION GROUT AS SHOWN ABOVE. NOTES: 1. BRONZE IDENTIFICATION DISC SHALL BE REQUIRED FOR ALL VALVES 16" AND LARGER, OR AS REQUIRED BY THE CITY FOR CRITICAL OFFSITE VALVES. 2. VALVE COLLAR DIMENSIONS MAY BE REDUCED TO 18" x 18" x 6" WHEN THE BRONZE IDENTIFICATION DISC IS NOT REQUIRED. VALVE COLLAR DETAIL N.T.S. SET TOP OF VALVE BOX TO FINISHED GRADE CONCRETE COLLAR IN UNPAVED AREAS FINISHED GRADES I (SEE DETAILS) ADJUSTABLE CAST IRON VALVE BOX SEE NOTE 2 BOX SHALL REST ON RESILIENT SEAT BEDDING ROCK NOT M. J. GATE VALVE ON VALVE OR PIPE AND SHALL BE WATER CENTERED ON MAIN OPERATING NUT �DO v0•C •p O•p g n•o•O.O• •°=°- O•p O•p •O e0.O v0�0 v0 p O•p O•p O O•p•O.O.O.O•°s v0.O •O Ov0 Ovo O.O O:O.O vO• •p•D•O.O.O-D.p •O•p O•o p•D wp D•p•O•p O.O •p. p.C,p.C^p.D p. pp •O•p•O ^o.�w •p •D•p•D• pp wp pD„p.D ^pp o I 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. GATE VALVE AND BOX DETAIL N.T.S. HYDRANT OPERATING NUT Ac orn'n - VALVE COLLAR (SEE DETAIL) M J HYDRANT ANCHORING TEE L6" BEDDING ROCK RESILIENT SEAT GATE FIRE HYDRANT (ALVESEE DETD BOX ASSEMBLY DETAIL N.T.S. VARIES CHECK VALVE 12"X8" CONTRACTION JOINT 8"X10" EXPANSION 8"FIRE LINE MASTER METER JOINT INSTALLED BY ORANGE COUNTY (SEE NOTE 1) 12" SPOOL /- PIECE NOTE 1 - r- - TEE & WYE 90' BEND 45' & 22f BEND RESTRAINED PIPE LENGTH (LINEAL FEET) PIPE SIZE TEE & WYE 90' BEND 45' BEND 22� BEND 11 ' BEND 6 27 27 16 9 5 8 34 34 20 11 6 10 41 41 24 14 7 12 48 48 28 16 8 14 55 55 32 18 10 16 62 62 35 20 11 18 69 69 39 22 12 20 75 75 42 24 13 24 87 87 49 27 14 30 104 104 57 31 17 36 120 120 65 35 19 42 134 134 72 39 21 48 147 147 79 42 22 54 160 160 85 45 24 RIGHT OF WAY LINE BYPASS METER - GATE VALVE (2 REQUIRED) 0 0 12"x8" CONTRACTION JOINT 1/2" PREFORMED JOINT MATERIAL BETWEEN PIPE AND CONCRETE SLAB 6" CONCRETE SLAB WITH J� NO. 6 x 6, W10 x W10 Tn z 0 Tn > w o: NOTES: 1. FITTINGS SHALL BE RESTRAINED JOINTS UNLESS OTHERWISE INDICATED. 2. INSTALL FULL LENGTH JOINTS WITH TOTAL LENGTH EQUAL TO OR GREATER THAN SHOWN IN THE TABLE. 3. WHERE TWO OR MORE FITTINGS ARE TOGETHER, USE FITTING WHICH YIELDS GREATEST LENGTH OF RESTRAINED PIPE. Z 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: 2000 PSF 3 LAYING CONDITIONS: 3am 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. 04 0 J � a RESTRAINED JOINT DETAIL Q N.T.S. • • • �I! W4U�LII��IIrL(l�>.I!►�II Ali►_�il!I 1wmil►tl !li►=ailII��� 10 X12 EXPANSION JOINT O W I= 0 W 0. O� OW J DOUBLE CHECK VALVE BACKFLOW PREVENTER INSTALLED THE CONTRACTOR (10") O.S. & Y. VALVES (4 REQUIRED) 10%12" EXPANSION JOINT UJ W 90° FLANGED BEND J a 12'MIN. II FINISHED GRADE ■ ■ //////////// ////// /, 3' COVER\\�\\� `�\�\/ \�\�\�\ \\�\�\\\�\,\/\\\\/�\j\\�\\ \j\\\ \\j\\j�\/\\/ RESTRAINED JOINT O (TYP.} /\///\/// // // // // ///%/// // (2 REQUIRED) ADJUSTABLE PIPE ADJUSTABLE PIPE In -FROM MAIN SUPPORT STANDS SUPPORT STANDS - TO SERVICE BY ORANGE COUNTY BY THE CONTRACTOR �900 MJ BEND (2 REQUIRED) THRUST COLLAR IN uj ACCORDANCE WITH NOTES: STANDARD DRAWING AND 1. THE CONTRACTOR SHALL CONTACT THE INSPECTOR FOR EXACT ASSEMBLY PLANS APPROVED BY THE LENGTH AND HEIGHT ABOVE THE SLAB REQUIRED FOR THE FIRE LINE COUNTY (2 REQUIRED) MASTER METER TO BE INSTALLED BY ORANGE COUNTY. ALL OTHER PIPE, FITTINGS AND APPURTENANCES SHALL BE INSTALLED BY THE CONTRACTOR. 2. ALL ABOVE GROUND PIPE SHALL BE FLANGED DUCTILE IRON. FIRE LINE MASTER METER ASSEMBLY N.T.S. 0 N WM r� 6"+ NEW OR RELOCATED, UNDERGROUND WATER MAINS INCLUDED IN THIS PROJECT WILL BE LAID TO PROVIDE A (D N co HORIZONTAL DISTANCE OF AT LEAST THREE FEET BETWEEN THE OUTSIDE OF THE WATER MAIN AND THE OUTSIDE c TN 00 O OF ANY EXISTING OR PROPOSED VACUUM -TYPE SANITARY SEWER, STORM SEWER, STORMWATER FORCE MAIN, OR > SEPARATION DETAILS PIPELINE CONVEYING RECLAIMED WATER REGULATED UNDER PART III OF CHAPTER 62-610, F.A.C.; A HORIZONTAL Q N DISTANCE OF AT LEAST SIX FEET BETWEEN THE OUTSIDE OF THE WATER MAIN AND THE OUTSIDE OF ANY p c° c 3'+� EXISTING OR PROPOSED GRAVITY -TYPE SANITARY SEWER (OR A HORIZONTAL DISTANCE OF AT LEAST THREE FEET C cN o RAVITY SANITARY SEWER BETWEEN THE OUTSIDE OF THE WATER MAIN AND THE OUTSIDE OF ANY EXISTING OR PROPOSED GRAVITY -TYPE - 12"+ GRAVITY STORM SEWER WM O SANITARY SEWER IF THE BOTTOM OF THE WATER MAIN WILL BE LAID AT LEAST SIX INCHES ABOVE THE TOP OF ,-oa_ i. A STORM SEWER THE SEWER A HORIZONTAL DISTANCE OF AT LEAST SIX FEET BETWEEN THE OUTSIDE OF THE WATER MAIN AND LL ? s cn o _ OR RECLAIM MAIN THE OUTSIDE OF ANY EXISTING OR PROPOSED PRESSURE -TYPE SANITARY SEWER, WASTEWATER FORCE MAIN, OR ci LL o'E WM PIPELINE CONVEYING RECLAIMED WATER NOT REGULATED UNDER PART III OF CHAPTER 62-610, F.A.C.; AND A a cc m I _ I HORIZONTAL DISTANCE OF AT LEAST TEN FEET BETWEEN THE OUTSIDE OF THE WATER MAIN AND ALL PARTS OF cv °0 F� 6°+ ANY EXISTING OR PROPOSED "ON -SITE SEWAGE TREATMENT AND DISPOSAL SYSTEM." [FAC 62-555.314(1); ui cm d> WM FORCE SANITARMAIN EXCEPTIONS ALLOWED UNDER FAC 62-555.314(5)1 1 • 1 O � c. NEW OR RELOCATED, UNDERGROUND WATER MAINS THAT ARE INCLUDED IN THIS PROJECT AND THAT WILL Iii o WM OR CROSS ANY EXISTING OR PROPOSED GRAVITY- OR VACUUM -TYPE SANITARY SEWER OR STORM SEWER WILL ® c `r BE LAID SO THE OUTSIDE OF THE WATER MAIN IS AT LEAST SIX INCHES ABOVE THE OTHER PIPELINE OR AT LL GRAVITY LEAST 12 INCHES BELOW THE OTHER PIPELINE; AND NEW OR RELOCATED, UNDERGROUND WATER MAINS "Emma w 3'+ SANITARY SEWER THAT ARE INCLUDED IN THIS PROJECT AND THAT WILL CROSS ANY EXISTING OR PROPOSED PRESSURE -TYPE 12"+ SANITARY SEWER, WASTEWATER OR STORMWATER FORCE MAIN, OR PIPELINE CONVEYING RECLAIMED WATER 1- WM GRAVITY WILL BE LAID SO THE OUTSIDE OF THE WATER MAIN IS AT LEAST 12 INCHES ABOVE OR BELOW THE OTHER W SANITARY FORCE MAIN „ PIPELINE. [FAC 62-555.314(2); EXCEPTIONS ALLOWED UNDER FAC 62-555.314(5)] 6 + STORM FORCE MAIN SANITARY SEWER RECLAIM MAIN AT THE UTIUTY CROSSINGS DESCRIBED IN PART II.C.1.W ABOVE, ONE FULL LENGTH OF WATER MAIN PIPE T O WILL BE CENTERED ABOVE OR BELOW THE OTHER PIPELINE SO THE WATER MAIN JOINTS WILL BE AS FAR I1 AS POSSIBLE FROM THE OTHER PIPEUNE M THE PIPES WILL BE ARRANGED SO THAT ALL WATER MAIN JOINTS ARE AT LEAST THREE FEET FROM ALL JOINTS IN VACUUM -TYPE SANITARY SEWERS, STORM SEWERS, CERTnnCATES OF AUTHORIZATION: 12"+ STORMWATER FORCE MAINS, OR PIPELNES CONVEYINGRECLAIMED WATER REGULATED UNDER PART III OF EB7318 LB6680 LC0337 CHAPTER 62-610, F.A.C., AND AT LEAST SIX FEET FROM ALL JOINTS IN GRAVITY- OR PRESSURE -TYPE SANITARY SEWERS, WASTEWATER FORCE MAINS, OR PIPELINES CONVEYING RECLAIMED WATER NOT W DHY DHY LW WM REGULATED UNDER PART III OF CHAPTER 62-610, RkC. [FAC 62-555.314(2); EXCEPTIONS ALLOWED DES. CHK. UNDER FAC 62-555.314(5)] RECLAIMED WATER SYSTEM SHALL BE IDENTIFIED AS REQUIRED. PROJECT / FILE NO. WATER do SEWER LINE SEPARATION N.T.S. APPROVED: FLA. REOISTRATIONiNO. Q 07- 00203 DRAWING NO. O „ WD-1 DATE DRAWN: 18 DATE : 6/29/07 SH. 0 CONCRI SET COVERS FLUSH IN PAVED AREAS & AT ELEVATIIONS SHOWN IN UNPAVED AREAS. 1'-6" MIN. 3'-0" MAX. IXI 2'-0" PER SPECIFICATIONS BENCHING PER SPECIFICATIONS REINFORCEMENT AND JOINT DETAIL TO BE DESIGNED BY THE ENGINEER AND APPROVED BY THE CITY L 4'-0" WEL-FINISHED ICRETE BENCHING MANHOLE INECTION DETAILS vIANHOLE FRAME & COVER (SEE STANDARD DETAIL) i FRAMES BEDDED IN MORTAR 2 COURSES OF BRICK (MIN.) 4 COURSES (MAX.) w it INSIDE 'WAL+;:;� 0 a � MIN. PRE -PRIMED JOINT SURFACES 11" D ' ` > COMPLETED 6 JOINT WITH MIN. SQUEEZE -OUT 8" MIN. -.-19"� I I9"I� BEDDING ROCK I -•-I I-•- 2" MIN. CAST -IN -PLACE ( PRECAST MONOLITHIC CONCRETE BASE BASE NOTES: 1, MANHOLE SHOWN IS FOR SEWER SIZE 8" THRU 24", SEE SECTION 20.4.3 OF THE MANUAL FOR MANHOLE DIAMETER FOR SEWERS LARGER THAN 24". 2. DROP CONNECTIONS ARE REQUIRED WHENEVER INVERT OF INFLUENT SEWER IS 24" OR MORE ABOVE THE INVERT OF THE MANHOLE. SEE MANHOLE CONNECTION DETAILS. 3. APPROVED CONCENTRIC CONE DESIGN MAY BE USED AS AN ALTERNATIVE. PRECAST CONCRETE "HOLE PLAN AND SECTION N.T.S. TRENCH WIDTH VARIES W/ SIZE OF PIPE CROWN TRENCH IN UNIMPROVED AREAS FINISHED GRADE RMIN.) E NOTE 8) • /. a I- NOTE 4:' �v COMMON FILL PIPE O.D. \/�\ 12" (TYP. y�\ .: �..:: /\� z .. SELECT COMMON 0 m w z UNDISTURBED ` EARTH - FILL /� d a w - '::. (SEE NOTE 3) �\ • j\� NOTES: 1. PIPE BEDDING: SELECT COMMON FILL COMPACTED TO 95% OF THE MAXIMUM DENSITY AS PER AASHTO T-180. 2. TRENCH BACKFILL: COMMON FILL COMPACTED TO 95% OF THE MAXIMUM DENSITY AS PER AASHTO T-180. 3. PIPE BEDDING UTILIZING SELECT COMMON FILL OR BEDDING ROCK IN ACCORDANCE WITH TYPE A BEDDING AND TRENCHING DETAIL MAY BE REQUIRED AS DIRECTED BY THE 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 ROAD CONSTRUCTION SPECIFICATIONS. AND TRENCHING DETAIL DETAIL N.T.S. TEE PRECAST MANHOLE - • - •:; , WALL INFLUENT SEWER (SEE NOTE 3) CONCRETE ENCASEMENT 6. OF VERTICAL PIPE DROP PIPE '•-: (SEE NOTE 1) INLET CONNECTION AS REQUIRED 900 BEND o.. f---.2" PRECAST OUTSIDE WALL STANDARD DROP DETAIL MANHOLE WALL PRE -PRIMED JOINT TRANSITE COLLAR ENCASED SURFACES IN NON -SHRINK GROUT PRE -MOLDED PLASTIC JOINT FLUSH WITH MANHOLE WALL PVC OR DI SEALER WITH PROTECTIVE (SEE NOTE 2) WRAPPER (WRAPPER TO BE REMOVED) PRECAST------_:�'.':``.' -:.= `.•' ;:'::.::':.� . SQUEEZE -OUT MANHOLE WALL SPECIAL DETAIL FOR 24" DIAMETER PIPE AND LARGER STAINLESS STEEL PVC OR BAND DIP '.° STAINLESS STEEL PIPE CLAMP °�' :"• RESILIENT CONNECTOR STANDARD PRECAST MANHOLE PIPE CONNECTION NOTES: 1. DROP PIPE AND FITTINGS SHALL BE OF EQUAL SIZE AND MATERIAL AS THE INFLUENT SEWER. 2. THE CITY MAY APPROVE ALTERNATE WATER TIGHT CONNECTION DETAILS FOR CONNECTION OF 24" DIAMETER PIPES AND LARGER. 3. AN OUTSIDE DROP CONNECTION SHALL BE REQUIRED FOR ALL INFLUENT LINES WHICH HAVE AN INVERT 2' OR MORE ABOVE THE MANHOLE INVERT. MANHOLE CONNECTION DETAILS N.T.S. CROWN TRENCH IN TRENCH WIDTH VARIES UNIMPROVED AREAS W SIZE OF PIPE (3 MIN.) (SEE TYPE B BEDDING AND TRENCHING DETAIL FOR OTHER FINISHED GRADE RESTORATION.) COMMON FILL 4. PIPE- O.D.. N 12" (TYP.m. z SELECT COMMON 0 o SELECT COMMON FILL m z FILL a.. w BEDDING ROCK a PIPE BEDDING (SEE NOTE 8 & 9)1 UNDISTURBED EARTH 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. USE TYPE A BEDDING TO BE DETERMINED IN THE FIELD 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. GRAVITY SEWERS SHALL UTILIZE TYPE A BEDDING, IF REQUIRED BY THE CITY. BEDDING DEPTH SHALL BE 4" MINIMUM FOR PIPE DIAMETER LESS THAN 15", AND 6" MINIMUM FOR PIPE DIAMETER 16" AND LARGER. 9. DEPTH FOR REMOVAL OF UNSUITABLE MATERIAL SHALL GOVERN DEPTH OF BEDDING ROCK BELOW THE PIPE. CITY SHALL DETERMINE IN THE FIELD REQUIRED REMOVAL OF UNSUITABLE MATERIAL TO REACH SUITABLE FOUNDATION. TYPE A BEDDING AND TRENCHING DETAIL N.T.S. RAISED 1-1/2- LETTERS FLUSH WITH TOP OF PLAN 6I / 2-7/8- ELEVATION OPTIONAL MANHOLE FRAME AND COVER N.T.S. VARIES LOT LINE WYE WITH 6" BRANCH N w UJ 6" 450 U o BEND z _ REMOVABLE CLEAN-OUT71, SEE NOTE PLUG W Z J PLAN SLOPE TO TERMI NAL AT 1.0% MIN. /- (TYP.) -� 2 - NON PENETRATING PICK HOLES MACHINED MATING SURFACES OF SEWER MAIN SIZE VARIES CLEAN -OUT (TYP.) WYE WITH SEE NOTE 1 6" BRANCH 6" 450 WYE WITH BEND 6" BRANCH LOT LINE DOUBLE WYE FINISHED GRADE ROoATE SPRING LINE TERMINAL DEPTH 30 (TYP.) AS REQUIRED FOR (SEE NOTE 3) I SEWER MAIN "HOUSE" SERVICE (3' MIN.)(TYP.) SINGLE I DOUBLE LATERAL LATERAL PROFILE NOTES: 1. CLEAN -OUT (SHOWN SHADED) SHALL BE INSTALLED BY THE BUILDER IN ACCORDANCE WITH STANDARD PLUMBING CODE. 2. LOCATE SINGLE LATERAL AS CLOSE TO LOT LINE -AS POSSIBLE, 25' MAXIMUM. 3. INVERT OF SERVICE LATERAL SHALL NOT ENTER SEWER MAIN BELOW SPRING LINE. SERVICE LATERAL DETAIL N.T.S. a a 8'-0" I PLAN VIEW TRAFFIC -BEARING #6 ® 6" O.C.E.W. MANHOLE COVER (TYP.) -� BRICK & MORTAR (TYP.) 81,0 --/ WATER ELEV. -� (TYF ,!A TRAFFIC LID 7" THICK 22" 0 OPENING FOR CAST IRON FRAME & COVER (TYP.) U '-- #6 ® 6" 0. C. E. W. SECTION 'A - A' 8" 0 #4 © 12" O.C. HORZ. #4 © 6" O.C. VERT. GREASE TRAP INVERTS G-1 G-2 G-3 G-4 IN 126.53 126.30 126.81 126.58 OUT 126.32 126.09 126.60 126.37 GREASE TRAP N.T.S. APPROVED FLA. REGISTRATION NO. m In z 0 In w w N N N 00 WEEj Z Cy) d3 ♦ /i cm CO o cn o _J s E IMEME 00 °d a`.. 6 Lu e - N CO a -aco 0 rr � W W NCERTIFICATES OF AUTHORIZATION: EB7318 LB6680 LC0337 DHY DHY LW DES. DWN. I CHK. PROJECT / FILE NO. 07- 00203 WINES ZDRAWING NO. Q SD-1 DATE DRAWN: 1 � 6/29/07 �S93H. 4, R 10' LANDSCAPE BUFFER R TYPE D CURB I FLORIDA TURNPIKE ROW 20' 10.00' PARKING SPACE (SODDED) SILT FENCE 2% f Ii MATCH EX. GRADE (f126.00') 4: 7 ! Mqk � RETAINING WALL (HT. VARIES 0.5'-2.5'). STRUCTURAL DESIGN BY OTHERS. NORTHERN PROPERTY BOUNDARY (WI RETAINING WALL) N.T.S. 5' SIDEWALK TYPE D CURB R FLORIDA TURNPIKE ROW 20' 10.00' VARIES 5.0'-10.8' (SODDED) -- PARKING SPACE (SODDED) REAR FACE OF BLDG. FFE = 129.50' (BLDG. B) SILT FENCE 128.50' (BLDG. A) 2% i MATCH EX. GRADE (t126.00') DEPTH OF STEM ~- _ 4: 7 WALL EMBEDMENT MqX TO BE DETERMINED 77 - � \ BY OTHERS NORTHERN PROPERTY BOUNDARY 8.87 20' PARKING 12' 12' 10' MEDIAN PARKIN SLOPEVARIES VARIES rHRiES T-_. SLOPE VARIES BUILDING PAD 12" STABILIZED SUBGRADE 611X16" CURB 95% 8" SOIL -CEMENT BASE COURSE COMPACTED TO -1 MAX. DENSITY (HASHTO T 98% MAX. DENSITY (ASTM D-558). 300 psi MIN. 7 -180). TOP 6" TO HAVE MIN. FBV OF 50. (TYP.) DAY COMPRESSIVE STRENGHT. 6" LIFTS MAX. (TYP.) MINIMUM 2.00" TYPE S-3 ASPHALT (2) 1.00" LIFTS (TYP.) SOUTHERN PARKING ISLE U(BUILDING F) N.T.S. 35' ROW 12' 10' MEDIAN 12' 6" STABILIZED SUBGRADE UNDER 2% 2% CURB. 95% MAX. DENSITY (AASHTO T-180). MIN. FBV OF 50. (TYP.) ` 12" STABILIZED SUBGRADE 8" SOIL -CEMENT BASE COURSE COMPACTED TO 6"xl6" CURB (TYP.) 95% MAX. DENSITY (AASHTO 98% MAX. DENSITY ASTM D-558). 300 psi MIN. 7 T-180). TOP 6" TO HAVE ( MIN. FBV OF 50. (TYP.) DAY COMPRESSIVE STRENGHT. 6" LIFTS MAX. (TYP.) DECORATIVE PAVERS AS DEPICTED IN FINAL HARDSCAPE PLANS. 6 ENTRY WAY N.T.S. I l< 0 MONUMENT SIGN DETAIL (BUILDING F) N.T.S. N.T.S. TOMYN ROAD RIGHT OF WAY 5' WESMERE MASTER STORMWATER TRACT STEM WALL (HT. VARIES). STRUCTURAL DESIGN TO BE DETERMINED BY OTHERS. i DOUBLE ROW SILT FENCE ALONG POND 126.00' ,..,.125.43' 100YR/24HR FLOOD EL. 5: 1 MAX 120.00' CONTROL EL. MATCH EX. GRADE @ R EASTERN PROPERTY BOUNDARY LAKE BUTLER PROFESSIONAL CAMPUS v v i t1' SOD ( f1' SOD EXIST. LEFT PROP. RIGHT � ....;.. ...........E�3ST:...........� TURN LANE EXIST. Ttil O JGF'! � TURN LANE 2.0' SIDEWALK �_ . ; ...........: .._...,..._..._...__ ......_.._........._ ....._....___._ .._..... J MEDIAN I ±24 (12.0') ASPHALT OVERLAP ; 1.0' I SL. VARIES MA TCH EX. SL 2-�-- -- KL 1" MIN. FDOT TYPE S-2 ASPHALT CONC. (2-h- LIFTS MIN.) FRICTION COURSE 9.5 (TYP.) TYPE 'F' CURB 8" LIMEROCK BASE & GUTTER 98% MAX. DENSITY 6" STABILIZED SUBGRADE UNDER CURB. 95% MAX. SAWCUT EX. PVMT. CONNECT DENSITY (AASHTO T-180). MIN. FBV OF 50 (TYP.) & MATCH TO EX. GRADE 12" STABILIZED SUBGRADE 95% MAX. DENSITY (AASHTO REMOVE EX. CURB T-180). TOP 6" TO HAVE MIN. FBV OF 50 (TYP.) TOMYN ROAD RIGHT TURN LANE 7 (TYPICAL) N.T.S. MAGUIRE ROAD RIGHT OF WAY It LAKE BUTLER PROFESSIONAL CAMPUS 1a� f 1.25' u U e SOD t1.25' SOD I PROP. RIGHT ; •.•A EXIST. EXIST. THROUGH TURN LANE 2.0' SIDEWALK ......................_...............�.�.........._...._-........................,..................._............� r is EC?IAN LANES (±24') (12. 0') (8.0') ASPHALT OVERLAP 1 ' SL. VARIES - MA TCH EX. SL 2.5" TYPE S ASPHALT. 1" FRICTION COURSE TYPE 'F' CURB 12' MIN. LIMEROCK BASE COMPACTED TO 98% & GUTTER MAX. DENSITY (AASHTO T-180) LBR 100 \-6" STABILIZED SUBGRADE UNDER CURB. 95% MAX. SAWCUT EX. PVMT. CONNECT DENSITY (AASHTO T-180). MIN. FBV OF 50 (TYP.) & MATCH TO EX. GRADE \_12" STABILIZED SUBGRADE MIN. LBR 40 COMPACTED REMOVE EX. CURB TO 95% MAX. DENSITY (AASHTO T-180). MAGUIRE ROAD RIGHT TURN LANE (TYPICAL) N.T.S. N.T.S. R TOMYN ROAD R.O.W -�- 8' SIDEWALK 10' S' 15'f _•� 3'f REAR FACE OF BLDG. WEST SIDE OF BLDG. f128.00' EX. TOMYN ROAD FFE = 129.50' 25% MIN 10:1 10:1-7' 107 \qX 20:1 Zo EAST SIDE GRADE PER PLAN OF BLDG. 4 SOUTHERN PROPERTY BOUNDARY (BUILDING F-SWALE) N.T.S. GENERAL NOTES: 1. CONTRACTOR MAY UTILIZE OTHER MATERIALS IF APPROVED BY CITY ENGINEER 2. ' REFER TO GEOTECHNICAL REPORT PROVIDED BY UNIVERSAL ENGINEER SCIENCES, INC. FOR ADDITIONAL CONSTRUCTION SPECIFICATIONS AND RECOMMENDATIONS. 3. COMPLY WITH CITY OF OCOEE LAND DEVELOPMENT CODE (SECTION 180.6.9.F) 26.00 23.67 �-{ 23.67 FF00 M p p M � L6 23.33Fl 30.00 1 1 30.00 2=STORY BLDlf 13,597 S.F. 180.00 I TYPE I BUILDING GEOMETRY (BUILDINGS A-E) N.T.S. 23.83 26.17 --� r -� 25.83 o 0o 0o 0 � C6 °° 28.33 39.83 I I 30.67 5,683 SF RESTAURANT 160 SEATS 2=STORY BLDG 159523 S.F. 201.00 11 TYPE II BUILDING GEOMETRY (BUILDING F) N.T.S. 2,368 SF RESTAURANT 15610 SF 1,651 SF 1,552 SF 1,909 SF 67 SEATS to JM 23.33 rl Iq rl rl 0 0 26.33 r- 5,245 SF RESTAURANT 147 SEATS RET I L L D (031' 0,018 S■ ■ 50.05 9.14 39.30 28.00 26.04 27.03 31.41 9.54 t 46.49 ' J- 267.00 111 RETAIL BUILDING GEOMETRY (BUILDING F) N.T.S. APPROVED FLA. REGISTRATION NO. DATE (n am J E J � . E a 0 E J Oct cn< z o _ � O cl) X O to LuE W LL `` U. In W CC 0 W 0. Ocr. OE NNEJ m UJ W E _J a J mO, un uml SOO CD N LLJ (D N P'� C T 00 Nj Q CF) N co M O cm 0 "* C6 pLLN co 0.0 V CL ch - N 04) cts C Cl z LL O c U v LvCERTIFICATES OF AUTHORIZATION: EB7318 LB6680 LC0337 JBG RGP LW DES. D%m CHK. PROJECT / FILE NO. V 07-00203 ® DRAWING NO. 0- TYP-1 DATE DRAWN: 20 OF E 9/25/07 SH. 34, 0 No. 5 Bars -- 2'-0" _-.�_1'-6" 1�1„ 0 5" Ctrs. 21" (Provide Hartz. 6" 6" I _ 6" _ I No. 4 Top Bars I I No. 4 Bottom Bars Hook On Throat 6" 6" 6" Slope To Match Adjacent Curb With 2" Top Radius End Of Top Bar) I And "Bottom Chamfer Or W Radius __,j Normal _1�1 I Gutter r Line iA u B�" � O m N � o ` o No. 4 Bars I m N 0 3 ®6" Ctrs. m .E .0 m3 m1 as us 1 m mo alor1Z ID In No. 4 0 6" Ctrs. Horiz L ___1 Chamfer I m c 6" No. 4 Diag. Bars 3'-6- :5 6" No. 4 ®8" Ctrs. Vert. a:C mer Fillet See Note 6. 3 Inlet Box Or Riser 4 (Steel Cover Shown) SECTION AA (Discontinued When Space Between Adjacent Longitudinal Closer Than 8" Centers) SECTION PP SECTION QQ ROUNDED (nN(:RFTF (.AP CONCRETE F SCHEDULE 4 STEEL PIPE. MEET APPLI( OR SPECIFIC FINISHED GRADE UTA. BOLLARD DETAIL N.T.S. To Be Paid For As Curb & Gutter F.LoOf-� 1 3'-0" Gutter Transition Fillet Each Back Corner Required When Round r}� I Inlet (Inlet Top Type 6 Symmetrical About 1) TOP VIEW �1 Of Inlet Construction To Be Paid For As Curb & Gut 10' 8'-0" 2'-6" 3'-0" Gutter Transition SECTION BB SKETCHES SHOWING FRAME SEAT AND THROAT RECESS CURB INLETS TYPE 5 Bc 6 SAWCUT & STRIP BACK 12" EXIST. ASPHALT AND 6„ ROCKBASE AS SHOWN ASPHALT AND CONNECT TO EXIST. PAVEMENT oz LIMEROCK BASE EXIST. ASPHALT EXIST. LIMEROCK COMPACTED SUBGRADE EXIST. SUBGRADE CONNECTION TO EXIST, PAVEMENT DETAIL- N. T. S. N.T.S. DETAIL 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. 3. All reinforcing steel shall have 1iminimum cover unless otherwise shown. Inlet tops shall be either cast -in -place or precast concrete. (2) 3/4 HOLE,> 4. Precasting of this inlet top will be permitted. Precast units shall conform to the dimensions shown or in accordance with approved shop drawings. Request for shop drawing approval 8„ shall be directed to the State Drainage Engineer. EDGE OF 5. Concrete meeting the requirements of A.S.T.M. C 478 (4.000 P.S.I.) may be used in lieu 2„ PAVEMENT of Class - concrete for precast units, manufactured in plants which are under the Standard g" Operating Procedures for the inspection of precast drainage products. PAVEMENT 6. The corner fillets shown for rectangular throats are necessary only when throats are to be SECTION used in conjunction with circular inlet bottoms or when used on skew with rectangular inlet boxes. (2) N0. 5 X 5' ' (2) NO. 5 x 2'-0" 7. For inlet bottoms see Index No. 200. REQUIRED 8. These inlet tops are designed for use with standard curb and gutter Type E and Type F. CROSS SECTION Locate outside of pedestrian crosswalk where practical. PARKING BUMPER 9. See Index 201 for supplemental details. N.T.S. 10. All steel used for frame and cover shall meet the requirements of ASTM A ,36. II. Either cast iron covers or steel covers may be used. Iron covers shall be Class No. 30 castings in accordance with ASTM A-48. 12. When Alternate "G" Cover is specified in plans either the cast iron cover and galvanized steel frame 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. NOTE: WHEN USED ON HIGH SIDE OF ROADWAYS, / THE CROSS SLOPE OF THE GUTTER SHALL / MATCH THE CROSS SLOPE OF THE ADJACENT PAVEMENT AND THE THICKNESS OF THE LIP SHALL BE 6", UNLESS OTHERWISE SHOWN. 18„ ASPHALT -\ Nh 8" CMU WALL. 6' MIN HEIGHT. BOLLARDS (PER DETAIL) a . a.. 13' -10 ° e 6" THICK. .4.4 = A - REINFORCED e - • " CONCRETE PAD. in ' ° a 3000 PSI @ °e- ••e • d 28 DAYS e d 'ed -_4 e a •a •° tD DUMPSTER ENCLOSURE DETAIL N.T.S. C/L PARKING SPACE 6„ COORDINATE \LOTION POINT 3'-0" row, I PLAN CAST IRON GRATE 6„ FINISHED GRADE RECOMMENDED MAXIMUM PIPE SIZE: 2'-0" WALL - 18" PIPE a 3'-1" WALL - 24" PIPE E�I I MI I I„I II NOTE: FOR PRECAST STRUCTURES iv WALL THICKNESS CAN BE 6" MIN. 6-I ALL INLETS SHALL MEET THE REQUIREMENTS OF AN H-20 WHEEL LOAD IN PAVED AREAS 4" CURB PAD ............. F.D.0.T. TYPE C INLET Q Z FDOT INDEX NO. 232 N.T.S. _O Col Cn o cn ,� „ W mi W TYPE I CURB AND GUTTER N.T.S. LL Ulm LL OMPACTED PRIMED ...... ...... LIMEROCK BASE COMPACTED SUBGRAD DIMENSIONS & QUANTITIES M GRATE SIZES CONCRETE (Cu. Yds. ' SODDING (Sq. Yds.) D X A B C E F G Single Double Triple Quad N Standard Extra Single Double Triple Quad Single Double Triple Quad Pipe Pipe Pipe Pipe Weight Pipe trong Pip Pipe Pipe Pipe Pipe Pipe Pipe Pipe Pipe 15" 2'-7" 2.27' 4.09' 6.36' 4.03' 8' 1.22' 4.63' 7.21' 9.79' 12.37' 1.19' 0.76 1.16 1.54 1.94 11 8 10 11 12 18" 2'-10" 2.36' 5.12' 7.48' 5.03' 9' 1.41' 4.92' 7.75' 10.58' 13.42' 1.21' 0.85 1.28 1.71 2.17 9 10 12 13 24" 3'-5" 2.53' 7.18' A 9.71' 7.03' A 11, 1.73' 5.50' 8.92' 12.33' 15.75' 1.25' 1.02 1.58 2.15 2.75 11 10 12 13 15 30" 4'-3" 2.70' 9.25' 11.95' 9.03' 13' 2.00' 6.08' 10.33' 14.58' 18.83' 1.29' 2 1 2" 3" 1.23 1.98 2.74 3.50 12 14 15 17 36" 5'-1" 2.87' 11.31L7 14.18' 11.03t7 15' 2.24' 6.67' 11.75' 16.83' 21.92' 1.33' 21 2 3" 1.40 2.38 3.33 4.24 13 15 1 20 42" 6'-0" 3.05, 13.37' 16.42' 13.03' 17' 2.45' 7.25' 13.25' 19.25' 25.25' 1.38' 21 2 31 2 1.60 2.83 4.04 5.26 14 17 19 22 48" 6'-9" 3.22' 15.43' 18.65' 15.03' 19, 2.65' 7.83' 14.58' 21.3S 28.08' 1.42' 21 2" 31 2" 1.81 3.26 4.70 6.14 15 18 21 24 54" ._S_ 3.39' 17.49' 20.88' 17.03' 21' 2.63' 8.42' 16.08' 23.75' 31.42' 1.46' 3" 4" 2.03 3.78 5.54 7.28 17 20 23 27 60" 8'-6" 3.56' 19.55' 23.11' 19.03' 23' 3.00' 9.00' 17.50' 26.00' 34.50' 1.50' 3' 4" 2 28 4.36 6.43 8.50 18 22 25 29 06.42" A6.25' Dimensions permitted to allow use of 8' standard pipe lengths. *10.40' 010.10' Dimensions permitted to allow use of 12' standard pipe lengths. o O Concrete slab shall be deepened to form bridge across crown of pipe. See section below. SODJ 1' BEVELED OR ROUND CORNERS "' CONSTRUCTION JOINTS PERMITTED GRATE •- .- �s I 2' 0 0 0 0 0 J 0 0 0 t o ion I i[) FASTEN 0 0-T 11 V -Q CONCRETE SLAB, 3" THICK, v REINFORCED WITH WWF 6X6-W1.4XWI.4 �+ SO TOP VIEW -SINGLE PIPE sea 2' SOD Il//ootio �itcry Tronal Deto1/s ��� Antl saf6 A C MAX B 0 GRATES SPACED 4:1 CONCRETE CONNECTOR PIPE _ 2 NOT LESS THAN D _•.._ E _ NO PIPE POINT PERMITTED _ UNLESS APPROVED BE THE ENGINEER F (PIPE TO BE INCLUDED UNDER UNIT PRICE FOR MITERED END SECT SECTION Beveled Or Round Corners Concrete Slab, 3" Thick. WWF 6x6-WI.4xWl.4 POTION JOINTS PERL4T1ED SOgeeets 5 and 6 for details DITCH GRADE and ganerd rwtaa •Saga. 5 1/2" MIN To V. Pipe For Pipe 18' And SffidW 2:1 For Pipes 24 And 9' Snl)� MITERED END SECTION N.T.S. TOP VIEW -MULTIPLE PIPE Joints 06.42" A6.25' Dimensions permitted to allow use of 8' standard pipe lengths. *10.40' 010.10' Dimensions permitted to allow use of 12' standard pipe lengths. o O Concrete slab shall be deepened to form bridge across crown of pipe. See section below. SODJ 1' BEVELED OR ROUND CORNERS "' CONSTRUCTION JOINTS PERMITTED GRATE •- .- �s I 2' 0 0 0 0 0 J 0 0 0 t o ion I i[) FASTEN 0 0-T 11 V -Q CONCRETE SLAB, 3" THICK, v REINFORCED WITH WWF 6X6-W1.4XWI.4 �+ SO TOP VIEW -SINGLE PIPE sea 2' SOD Il//ootio �itcry Tronal Deto1/s ��� Antl saf6 A C MAX B 0 GRATES SPACED 4:1 CONCRETE CONNECTOR PIPE _ 2 NOT LESS THAN D _•.._ E _ NO PIPE POINT PERMITTED _ UNLESS APPROVED BE THE ENGINEER F (PIPE TO BE INCLUDED UNDER UNIT PRICE FOR MITERED END SECT SECTION Beveled Or Round Corners Concrete Slab, 3" Thick. WWF 6x6-WI.4xWl.4 POTION JOINTS PERL4T1ED SOgeeets 5 and 6 for details DITCH GRADE and ganerd rwtaa •Saga. 5 1/2" MIN To V. Pipe For Pipe 18' And SffidW 2:1 For Pipes 24 And 9' Snl)� MITERED END SECTION N.T.S. TOP VIEW -MULTIPLE PIPE Joints _; i i i on O 0 W CC uJ a O� INTERNATIONAL SYMBOL 12" 4» O W OF ACCESSIBILITY 18" WHEELCHAIR RAMP �\ / SIGN NO. FTP - 25 PARxHD BY \ / � ClnZ\Alel 11 car U TYPE FLANGED GALV. 4„ STEEL SIGNPOST SET IN ��OD CONCRETE FOUNDATION OR GROUTED IN SIDEWALK LU UJ Q GRADE �,�� MIN. � w w � ■■ * USE OF PAVEMENT SYMBOL IN > > 12" HANDICAPPED PARKING SPACES IS � m m � OPTIONAL. WHEN USED, THIS SYMBOL o a SHALL BE 3 TO 5 FEET HIGH AND U. WHITE IN COLOR. 4 2 4" 4" 2 4" HANDICAPPED PAVEMENT SYMBOL HANDICAPPED SPACE STRIPING DETAIL SIGN NOTES: N.T.S. N.T.S. 1. ALL LETTERS ARE 1" SERIES "C", PER MUTCD. NOTE: 2. TOP PORTION OF SIGN SHALL HAVE REFLECTORIZED (ENGINEERING GRADE) BLUE CRITERIA FOR PAVEMENT MARKINGS ONLY, BACKGROUND WITH WHITE REFLECTORIZED LEGEND AND BORDER. NOT WHEELCHAIR RAMP LOCATIONS. SOO 3. BOTTOM PORTION OF SIGN SHALL HAVE A REFLECTORIZED (ENGINEERING GRADE) FOR RAMP CRITERIA, SEE ROADWAY DESIGN WHITE BACKGROUND WITH BLACK OPAQUE LEGEND AND BORDER. INDEX NO. 304. 4. ONE (1) SIGN IS REQUIRED FOR EACH PARKING SPACE. PAVEMENT MARKING FOR WHEELCHAIR RAMPS C 5. INSTALLATION HEIGHT OF SIGN SHALL BE IN ACCORDANCE WITH N.T.S. s J SECTION 24-23 OF THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD). HANDICAP PARKING DETAIL UJ W N.T.S. ® o N WALK WIDTH VARIES (SEE PLAN) WALK WIDTH VARIES (SEE PLAN) W CA #3 REBAR(CONTINUOUS) N 00 4" CONCRETE 4" CONCRETE _ 0, ao 1 /4» PER FT. 1 /4" PER FT. ¢ i ASPH. PVM'T. tO �■ � 7 c d cV a O iT 6" COMPACTED BASE 6" COMPACTED BASE 00 , ® o°D0 95� AASHTO T-180 95% AASHTO T-180 °2 c 0O 6„ 6" UJ 46 d CM .03 o SIDEWALK NOTES: SIDEWALK W/ THICKEN EDGE LL 1. ALL CONCRETE CURB AND SIDEWALKS SHALL HAVE A l�■I FULL 1/2" EXPANSION JOINT AT A MAXIMUM DISTANCE 1 CAULK PER 1/2 CANE FIBER OF 40 LINEAR FEET AND A SAW CUT OR FORMED DUMMY SAWCUT ARCH. REQ. EXPANSION JT. U JOINT AT EVENLY SPACED INTERVALS NOT TO EXCEED DEPTH = d" /4 MATERIAL 5 LINEAR FEET FOR WALKS AND 10 LINEAR FEET FOR CURBS. 2. CONCRETE SHALL BE CLASS 1-3000 psi IN 28 DAYS. d" cc CERTIFICATES OF AUTHORIZATION: cc EB7318 LB6680 LC0337 1/2 JBG I RGP t__�C._' W d DES. OWN. . CONTRACTION JOINT EXPANSION JOINT PROJECT/FILE NO. TYPICAL SIDEWALK Z 07-00203 DRAWING NO. N.T.S. PDD-1 Q APPROVED DATE DRAWN: 21 OF :CL FLA. REGISTRATION N0. DATE 9/25/07 sH. 34, FINISHED 7'-0" LIJ 9' d- 12' 9' GENERAL EROSION SITES 1. THE STORMWATER POLLUTION PREVENTION PLAN IS COMPOSED OF THIS DRAWING (SITE MAP), THE STANDARD DETAILS AND THE PLAN NARRATIVE INCLUDED IN SPECIFICATIONS PLUS THE PERMIT AND ALL SUBSEQUENT REPORTS AND RELATED DOCUMENTS. 2. ALL CONTRACTORS AND SUBCONTRACTORS INVOLVED WITH THE STORM WATER POLLUTION PREVENTION SHALL OBTAIN A COPY OF THE STORM WATER POLLUTION PREVENTION PLAN AND BECOME FAMILIAR WITH THEIR CONTENTS. 3. CONTRACTOR SHALL IMPLEMENT BEST MANAGEMENT PRACTICES AS REQUIRED BY THE SWPPP. ADDITIONAL BEST MANAGEMENT PRACTICES SHALL BE IMPLEMENTED AS INDICATED BY CONDITIONS AT NO ADDITIONAL COST TO OWNER THROUGHOUT ALL PHASES OF CONSTRUCTION. 4. BEST MANAGEMENT PRACTICES (BMP'S) AND CONTROLS SHALL CONFORM TO FEDERAL STATE, OR LOCAL REQUIREMENTS OR MANUAL OF PRACTICE AS APPLICABLE. CONTRACTOR SHALL IMPLEMENT ADDITIONAL CONTROLS AS DIRECTED BY PERMITTING AGENCY OR OWNER. 5. CONTRACTOR SHALL MINIMIZE CLEARING TO THE MAXIMUM EXTENT PRACTICAL OR AS REQUIRED BY THE GENERAL PERMIT. 6. GENERAL CONTRACTOR SHALL DENOTE ON PLAN THE TEMPORARY PARKING AND STORAGE AREA WHICH SHALL ALSO BE USED AS THE EQUIPMENT MAINTENANCE AND CLEANING AREA, EMPLOYEE PARKING AREA, AND AREA FOR LOCATING PORTABLE FACILITIES, OFFICE TRAILERS, AND TOILET FACILITIES. 7. ALL WASH WATER (CONCRETE TRUCKS, VEHICLE CLEANING, EQUIPMENT CLEANING, ETC.) SHALL BE DETAINED AND PROPERLY TREATED OR DISPOSED. 8. SUFFICIENT OIL AND GREASE ABSORBING MATERIALS AND FLOTATION BUOYS SHALL BE MAINTAINED ON SITE OR READILY AVAILABLE TO CONTAIN AND CLEAN-UP FUEL OR CHEMICAL SPILLS AND LEAKS. 9. DUST ON THE SITE SHALL BE CONTROLLED BY WATERING. THE USE OF MOTOR OILS AND OTHER PETROLEUM BASED OR TONIC LIQUIDS FOR DUST SUPPRESSION OPERATIONS IS PROHIBITED. I 10. RUBBISH, TRASH, GARBAGE, LITTER, OR OTHER SUCH MATERIALS SHALL BE DEPOSITED INTO SEALED CONTAINERS. MATERIALS SHALL BE PREVENTED FROM LEAVING THE PREMISES THROUGH THE ACTION OF WIND OR STORMWATER DISCHARGE INTO DRAINAGE DITCHES OR WATERS OF THE STATE. 11. ALL STORM WATER POLLUTION PREVENTION MEASURES PRESENTED ON THIS PLAN AND IN THE STORM WATER POLLUTION PREVENTION PLAN SHALL BE INITIATED AS SOON AS PRACTICABLE. 12. DISTURBED PORTIONS OF THE SITE WHERE CONSTRUCTION ACTIVITY HAS STOPPED FOR AT LEAST 30 DAYS, SHALL BE TEMPORARILY SEEDED. THESE AREAS SHALL BE SEEDED NO LATER THAN 14 DAYS FROM THE LAST CONSTRUCTION ACTIVITY OCCURRING IN THESE AREAS. 13. DISTURBED PORTIONS OF THE SITE WHERE CONSTRUCTION ACTIVITY WAS PERMANENTLY STOPPED SHALL BE PERMANENTLY SEEDED. THESE AREAS SHALL BE SEEDED NO LATER THAN 14 DAYS AFTER THE LAST CONSTRUCTION ACTIVITY OCCURRING IN THESE AREAS, REFER TO THE GRADING PLAN AND/OR LANDSCAPE PLAN. 14. IF THE ACTION OF VEHICLES TRAVELING OVER THE GRAVEL CONSTRUCTION ENTRANCES IS NOT SUFFICIENT TO REMOVE THE MAJORITY OF DIRT OR MUD, THEN THE TIRES MUST BE WASHED BEFORE THE VEHICLES ENTER A PUBLIC ROAD. IF WASHING IS USED, PROVISIONS MUST BE MADE TO INTERCEPT THE WASH WATER AND TRAP THE SEDIMENT BEFORE IT IS CARRIED OFF THE SITE. 15. ALL MATERIAL SPILLED, DROPPED, WASHED, OR TRACKED FROM VEHICLES ONTO ROADWAYS OR INTO STORM DRAINS MUST BE REMOVED IMMEDIATELY. 16. CONTRACTORS OR SUBCONTRACTORS WILL BE RESPONSIBLE FOR REMOVING SEDIMENT IN THE DETENTION POND AND ANY SEDIMENT THAT MAY HAVE COLLECTED IN THE STORM SEWER DRAINAGE SYSTEMS IN CONJUNCTION WITH THE STABILIZA11ON OF THE SITE. 17. ON -SITE AND OFF -SITE SOIL STOCKPILE AND BORROW AREAS SHALL BE PROTECTED FROM EROSION AND SEDIMENTATION THROUGH IMPLEMENTATION OF BEST MANAGEMENT PRACTICES. STOCKPILE AND BORROW AREA LOCATIONS SHALL BE NOTED ON THE SITE MAP AND PERMITTED IN ACCORDANCE TO WITH GENERAL PERMIT REQUIREMENTS. 18. SLOPES SHALL BE LEFT IN A ROUGHENED CONDITION DURING THE GRADING PHASE TO REDUCE RUNOFF VELOCITIES AND EROSION. 19. DUE TO THE GRADE CHANGES DURING THE DEVELOPMENT OF THE PROJECT, THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADJUSTING THE EROSION CONTROL MEASURES (SILT FENCES, STRAW BALES, ETC.) TO PREVENT EROSION. 20. ALL CONSTRUCTION SHALL BE STABILIZED AT THE END OF EACH WORKING DAY. THIS INCLUDES BACKFILLING OF TRENCHES FOR UTILITY CONSTRUCTION AND PLACEMENT OF GRAVEL OR BITUNMOUS PAVING FOR ROAD CONSTRUCTION. I 21. CONTRACTOR SHALL PROVIDE TREE PROTECTION MEASURES AS NEEDED. 22. DEWATERING IS NOT ANTICIPATED FOR THE INSTALLATION OF UTILITIES. 23. ALL WORK SHALL BE IN COMPLIANCE WITH NPDES. MAINTENANCE ALL MEASURES STATED ON THIS EROSION AND SEDIMENT CONTROL PLAN, AND IN THE STORM WATER POLLUTION PREVENTIONPLAN SHALL BE MAINTAINED IN FULLY FUNCTIONAL CONDITION UNTIL NO LONGER REQUIRED FOR j A COMPLETED PHASE OF WORK OR FINAL STABILIZATION OF THE SITE. ALL EROSION AND SEDIMENTATION CONTROL MEASURES SHALL BE CHECKED BY A QUALIFIED PERSON AT ' LEAST ONCE EVERY SEVEN CALENDAR DAYS AND WITHIN 24 HOURS OF THE END OF A 0.5- RAINFALL EVENT, AND CLEANED AND REPAIRED IN ACCORDANCE WITH THE FOLLOWING: 1. INLET PROTECTION DEVICES AND BARRIERS SHALL BE REPAIRED OR REPLACED IF THEY SHOW SIGNS OF UNDERMINING OR DETERIORATION. 2. ALL SEEDED AREAS SHALL BE CHECKED REGULARLY TO SEE THAT A GOOD STAND IS MAINTAINED. AREAS SHOULD BE FERTILIZED, WATERED, AND RESEEDED AS NEEDED. 3. SILT FENCES SHALL BE REPAIRED TO THEIR ORIGINAL CONDITIONS IF DAMAGED SEDIMENT SHALL BE REMOVED FROM THE FENCES WHEN IT REACHES ONE-HALF THE HEIGHT OF THE SLT FENCE. 4. THE CONSTRUCTION ENTRANCES SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOW OF MUD=' ONTO PUBLIC RIGHTS -OF -WAY. THIS MAY REQUIRE PERIODIC TOP I • 11 • III II I il� ` - .-...... ....... _...... ...... _. ....... ....... __........ ..._.. _-_.... .......... ._._.... ............ ............. .........---- - ------------- - ...- ••• DRESSING OF THE CONSTRUCTION ENTRANCES AS CONDITIONS DEMAND. 5. THE TEMPORARY PARKING AND STORAGE AREA SHALL BE KEPT IN GOOD CONDITION (SUITABLE FOR PARKING AND STORAGE). THIS MAY REQUIRE PERIODIC TOP DRESSING ON THE TEMPORARY PARKING AS CONDITIONS DEMAND. 6. OUTLET STRUCTURES IN THE SEDIMENTATION BASINS SHALL BE MAINTAINED IN OPERATIONAL CONDITIONS AT ALL TIMES. SEDIMENT SHALL BE REMOVED FROM SEDIMENT BASINS OR TRAPS WHEN THE DESIGN CAPACITY HAS BEEN REDUCED BY 50%. SEQUENCE OF CONSTRUCTION PHASE 1 1. INSTALL STABILIZED CONSTRUCTION ENTRANCES. 2. PREPARE TEMPORARY PARKING AND STORAGE AREA. 3. CONSTRUCT THE SILT FENCES ON THE SITE. 4. CONSTRUCT THE SEDIMENTATION AND SEDIMENT TRAP BASINS. 5. CLEAR AND GRUB THE SITE. 6. START CONSTRUCTION OF BUILDING PAD AND STRUCTURES. 7. BEGIN GRADING THE SITE. J:Y.&IaI 1. TEMPORARY SEED DEMUCKED AREAS. 2. INSTALL UTILITIES, UNDERDRAINS, STORM SEWERS, CURBS AND GUTTERS. 3. INSTALL RIP RAP AROUND OUTLET STRUCTURES. 4. INSTALL INLET PROTECTION AROUND ALL STORM SEWER STRUCTURES. 5. PREPARE SITE FOR PAVING. 6. PAVE SITE. 7. INSTALL INLET PROTECTION DEVICES. 8. COMPLETE GRADING AND INSTALL PERMANENT SEEDING AND PLANTING. 9. REMOVE ALL TEMPORARY EROSION AND SEDIMEN __ ..._ . ._... ....... ... ......._ _... ........_.......... ...... .........•... .._..- ..._ ...-- _.......-.. ...._ -- - ................. _............, ...... - _ .... • _ - ...�. ...•�,. wo........_ _..._ _::.:.�:.... ._....__ _......................... - <:........... - - - ......- �..-..». _... ... .._.... �. a="' __II • - - - .._.. .. .......... ........... . I ............. ........ ................. ..........._c-.ems.....,-,.....-•.........•••.............. � u. =- _ _ _ »'• -. _ __ .,,,.r ... _. .•, s�a:a��a;�ascxasxxs««:etir-- s.�o--...v.`w.:�.....:..........• � .......... ..... _.-e--•........»... LEI i i - --•- '..... - -- - - , -- �I f Isl*[ .I i I E• l I ( i II:,t'Irk� I II I •I• I I • I 'I 's 11 I. I :E '• 1 j I: 1ul { i' I ' 7 ` 1 I ... .. ... .. .. .. :.. uwa�s-:m'�ce...•c• c:;::�.,w,.,, .....: •• .._...... ....»...... --- -............... ............. .... - � - - - .._ _ - _ - - - - - r�::- - - _. - _ _ ...... ... --- - - - - L"...--..T::._..,..................................,•..; ........................_--. --- - - - .....- - .. - - ! 3 .--- - .................. . • - _ - _-....... .__ -_- _ .............. ... _...__._ .............. .... ........ .... ._.._ .............. .... .._._ .............. . • ... _... _ ....... . • / / 41 , i ` • -- -_ • it • ` / / •• - •••• •, • • • • .10 ° h J,,y• - _ i •. '% • E / / ,. vim• 0,40 Iwo 6 ' • SINGLE ROW SILT FENCE ` :PER FDOT INDEX N0. 102 °' • } & TYPICAL DETAILS (TYP.) t; 00 0 ......... ... .---.... ... _.... ... ... ... ... .'-- ... ... _... ... ._....--.........-- �, • • • ' V 1. 0p' ITYP • . • • / / i •°. . . Of •0 • •• I i TEMPORARY GRAVEL °• „. •'' • ��� CONS TRUCTION ENTRANCE &- SOIL •• • . • • °' ° • • • / , .' ' ; /, Iz TRACKING •�° PREVENTION DEVICE 0. •• 00 1 a 00 • • • f r, . ............ • • = • •' • • _ ......_ ..................... _ ._ _ ........., • f ' ROW SILT FENCE '• • J • • ............_ ....... .._ ...... _ ......_ ._ •.� [ I F & TYPICAL DETAILS PER FDOT INDEX N 1 (TYP. ) : 12 ..... Zr........ - ---- i • - _ 1 - -... I _ - - - - - _........ DOUL3L'E -ROW SILT FENCE..__...... _ ........... _......... - - - - - - - ...... ... ... _......... . _.... .......... ..........------------ - ------------- --------- ................-------- ............ ------- ------------------------------------------------------------------------------------------- 2�7- ...':_',:..::...1zo- ............_.... ;ILL�NG-RONB _............ _.. _ - -... .... ----- ............. _...... ............ 1 -- .... __ ,. _ .... __ 115 .... ....:. -- -- - _ -- - _ --- l� . • •' • • 'r ,fin \. i / ! 3 EXISTING I000. ,..••' STORMWATER POND 00 •.• • • • :¢¢E • • # '• ' ' • GRAPHIC SCALE 0 30 60 120 ( IN FEET ) 1 INCH = 60 FEET TOWNSHIP23 S- RANGE29 E- SECTION 16 LOCATION MAP N.T.S. SOIL EROSION• • '• OPERATION CONSTRUCTION SEQUENCE ,ROUGH GRADE / SEDIMENT CONTROL 1111 !STRIP & STOCKPILE TOPSOIL TEMPORARY CONSTRUCTION ROADS !:FOUNDATION BUILDING CONSTRUCTION SITE CONSTRUCTION PERMANENT CONTROL STRUCTURES FINISH GRADING ,LANDSCAPING• FINAL STABILIZATIONE■■.■■■■■■■■■■■■■■■ ■■■■■■■■■■■■■■■■■■ ■■■■■■■■■■■■■■■■■■ NOTE: GENERAL CONTRACTOR TO COMPLETE TABLE WITH THEIR SPECIFIC PROJECT SCHEDULE SYMBOLS LEGEND BMP-1 SINGLE SILT FENCE E CE PRE -DEVELOPMENT ACREAGE SUMMARY TOTAL IMPERVIOUS AREA 0.00 A.C. SEED & MULCH AREA 0.00 A.C. TOTAL DISTURBED AREA 0.00 A.C. TOTAL UNDISTURBED AREA 14.11 A.C. TOTAL PROJECT AREA 14.11 A.C. DEVELOPER / OWNER LAKE BUTLER PROFESSIONAL CAMPUS, LLC. 300 S. ORANGE AVENUE SUITE 1 2 U 5 5 ORLANDO, FL 32801 CONTACT: MARK RIEKER SITE OPERATOR / GENERAL CONTRACTOR: NAME SUPERINTENDENT: FAME--- ------------------------ APPROVED FLA. REGISTRATION NO. DATE : In z 0 Lu w N cl) UJI 4) N cr) m.j C!F9 c000 T �^� ¢ern N E co)N C >` cu - rn p .o as � vi 'o LL, T M O 00 JIU 00 CL 1 N ss oo co� o �r O u- >v c CERTIFICATES OF AUTHORIZATION: EB7318 LB6680 LC0337 RGP RGP LW DES. ,. OWN. I CHK. PROJECT / FILE NO. 07- 00203 DRAWING NO. PPP-1 DATE DRAWN: 22 OF 9/25/07 SH. L 34 . GENERAL EROSION SITES 10. RUBBISH, TRASH, GARBAGE, LITTER, OR OTHER SUCH MATERIALS SHALL BE DEPOSITED INTO SEALED 19. DUE TO THE GRADE CHANGES DURING THE DEVELOPMENT OF THE PROJECT, THE CONTRACTOR 1. THE STORMWATER POLLUTION PREVENTION PLAN IS COMPOSED OF THIS DRAWING (SITE MAP), THE CONTAINERS. MATERIALS SHALL BE PREVENTED FROM LEAVING THE PREMISES THROUGH THE SHALL BE RESPONSIBLE FOR ADJUSTING THE EROSION CONTROL MEASURES (SILT FENCES, STRAW STANDARD DETAILS AND THE PLAN NARRATIVE INCLUDED IN SPECIFICATIONS PLUS THE PERMIT AND ACTION OF WIND OR STORMWATER DISCHARGE INTO DRAINAGE DITCHES OR WATERS OF THE STATE. BALES, ETC.) TO PREVENT EROSION. ALL SUBSEQUENT REPORTS AND RELATED DOCUMENTS. 11. ALL STORM WATER POLLUTION PREVENTION MEASURES PRESENTED ON THIS PLAN AND IN. THE 20. ALL CONSTRUCTION SHALL BE STABILIZED AT THE END OF EACH WORKING DAY. THIS INCLUDES 2. ALL CONTRACTORS AND SUBCONTRACTORS INVOLVED WITH THE STORM WATER POLLUTION STORM WATER POLLUTION PREVENTION PLAN SHALL BE INITIATED AS SOON AS PRACTICABLE. BACKFILLING OF TRENCHES FOR UTILITY CONSTRUCTION AND PLACEMENT OF GRAVEL OR BITUNMOUS PREVENTION SHALL OBTAIN A COPY OF THE STORM WATER POLLUTION PREVENTION PLAN AND 12. DISTURBED PORTIONS OF THE SITE WHERE CONSTRUCTION ACTIVITY HAS STOPPED FOR AT LEAST 30 PAVING FOR ROAD 'CONSTRUCTION. BECOME FAMILIAR WITH THEIR CONTENTS. DAYS, SHALL BE TEMPORARILY SEEDED. THESE AREAS SHALL BE SEEDED NO LATER THAN 14 DAYS 21. CONTRACTOR SHALL PROVIDE TREE PROTECTION MEASURES AS NEEDED. FROM THE LAST CONSTRUCTION ACTIVITY OCCURRING IN THESE AREAS. 3. CONTRACTOR SHALL IMPLEMENT BEST MANAGEMENT PRACTICES AS REQUIRED BY THE SWPPP. 22. DEWATERING IS NOT ANTICIPATED FOR THE INSTALLATION OF UTILITIES. ADDITIONAL BEST MANAGEMENT PRACTICES SHALL BE IMPLEMENTED AS INDICATED BY CONDITIONS 13. DISTURBED PORTIONS OF THE SITE WHERE CONSTRUCTION ACTIVITY WAS PERMANENTLY STOPPED AT NO ADDITIONAL COST TO OWNER THROUGHOUT ALL PHASES OF CONSTRUCTION. SHALL BE PERMANENTLY SEEDED. THESE AREAS SHALL BE SEEDED NO LATER THAN 14 DAYS 23. ALL WORK SHALL BE IN COMPLIANCE WITH NPDES. AFTER THE LAST CONSTRUCTION ACTIVITY OCCURRING IN THESE AREAS, REFER TO THE GRADING . 4. BEST MANAGEMENT PRACTICES (BMP'S) AND CONTROLS SHALL CONFORM TO FEDERAL STATE, OR PLAN AND/OR LANDSCAPE PLAN. MAINTENANCE LOCAL REQUIREMENTS OR MANUAL OF PRACTICE AS APPLICABLE. CONTRACTOR SHALL IMPLEMENT ADDITIONAL CONTROLS AS DIRECTED BY PERMITTING AGENCY OR OWNER. 14. IF THE ACTION OF' VEHICLES TRAVELING OVER THE GRAVEL CONSTRUCTION ENTRANCES IS NOT ALL MEASURES STATED ON THIS EROSION AND SEDIMENT CONTROL PLAN, AND IN THE STORM WATER 5. CONTRACTOR SHALL MINIMIZE CLEARING TO THE MAXIMUM EXTENT PRACTICAL OR AS REQUIRED BY SUFFICIENT TO REMOVE THE MAJORITY O F DIRT OR MUD, THEN THE TIRES MUST BE WASHED BEFORE THE VEHICLES ENTER A PUBLIC ROAD. WASHING IS USED, PROVISIONS MUST BE MADE POLLUTION PREVENTION PLAN SHALL BE MAINTAINED IN FULLY FUNCTIONAL CONDITION UNTIL NO THE GENERAL PERMIT. INTERCEPT THE WASH WATER AND TRAP THE SEDIMENT BEFORE IT IS CARRIED OFF THE SITE. LONGER REQUIRED FOR A COMPLETED PHASE OF WORK OR FINAL STABILIZATION OF THE SITE. ALL EROSION AND SEDIMENTATION CONTROL MEASURES SHALL BE CHECKED BY A QUALIFIED PERSON AT 6. GENERAL CONTRACTOR SHALL DENOTE ON PLAN THE TEMPORARY PARKING AND STORAGE AREA 15. ALL MATERIAL SPILLED, DROPPED, WASHED, OR TRACKED FROM VEHICLES ONTO ROADWAYS OR INTO LEAST ONCE EVERY SEVEN CALENDAR DAYS AND WITHIN 24 HOURS OF THE END OF A 0.5" WHICH SHALL ALSO BE USED AS THE EQUIPMENT MAINTENANCE AND CLEANING AREA, EMPLOYEE STORM DRAINS MUST BE REMOVED IMMEDIATELY. RAINFALL EVENT, AND CLEANED AND REPAIRED IN ACCORDANCE WITH THE FOLLOWING: PARKING AREA, AND AREA FOR LOCATING PORTABLE FACILITIES, OFFICE TRAILERS, AND TOILET FACILITIES. 16. CONTRACTORS OR SUBCONTRACTORS WILL BE RESPONSIBLE FOR REMOVING SEDIMENT IN THE 1. INLET PROTECTION DEVICES AND BARRIERS SHALL BE REPAIRED OR REPLACED IF THEY SHOW SIGNS DETENTION POND AND ANY SEDIMENT THAT MAY HAVE COLLECTED IN THE STORM SEWER DRAINAGE OF UNDERMINING OR DETERIORATION. 7. ALL WASH WATER (CONCRETE TRUCKS, VEHICLE CLEANING, EQUIPMENT CLEANING, ETC.) SHALL BE SYSTEMS IN CONJUNCTION WITH THE STABILIZATION OF THE SITE. DETAINED AND PROPERLY TREATED OR DISPOSED. 2. ALL SEEDED AREAS SHALL BE CHECKED REGULARLY TO SEE THAT A GOOD STAND IS MAINTAINED. 17. ON -SITE AND OFF -SITE SOIL STOCKPILE AND BORROW AREAS SHALL BE PROTECTED FROM EROSION AREAS SHOULD BE FERTILIZED, WATERED, AND RESEEDED AS NEEDED. 8. SUFFICIENT OIL AND GREASE ABSORBING MATERIALS AND FLOTATION BUOYS SHALL BE MAINTAINED AND SEDIMENTATION THROUGH IMPLEMENTATION OF BEST MANAGEMENT PRACTICES. STOCKPILE AND ON SITE OR READILY AVAILABLE TO CONTAIN AND CLEAN-UP FUEL OR CHEMICAL SPILLS AND BORROW AREA LOCATIONS SHALL BE NOTED ON THE SITE MAP AND PERMITTED IN ACCORDANCE TO 3. SILT FENCES SHALL BE REPAIRED TO THEIR ORIGINAL CONDITIONS IF DAMAGED SEDIMENT SHALL BE LEAKS. WITH GENERAL PERMIT REQUIREMENTS. REMOVED FROM THE FENCES WHEN IT REACHES ONE-HALF THE HEIGHT OF THE SLT FENCE. 9. DUST ON THE SITE SHALL BE CONTROLLED BY WATERING. THE USE OF MOTOR OILS AND OTHER 18. SLOPES SHALL BE LEFT IN A ROUGHENED CONDITION DURING THE GRADING PHASE TO REDUCE 4. THE CONSTRUCTION ENTRANCES SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT PETROLEUM BASED OR TONIC LIQUIDS FOR DUST SUPPRESSION OPERATIONS IS PROHIBITED. RUNOFF VELOCITIES AND EROSION. TRACKING OR FLOW OF MUDONTO PUBLIC RIGHTS -OF -WAY. THIS MAY REQUIRE PERIODIC TOP €I :�11 ;;I it Ipi'•• __....... _......-.- ... ........ ....... ........ ....... ....... __ ._...... ...... � - o- ••• _. - -.- ....- } _ ... .............. ._ - .............. . ......---•-- ,. E ,. `;. t;, _._......... .............. _........... ..........._ -._....,.,... ........... . .............. _ ........_... _ • • i ......-----_ DRESSING OF THE CONSTRUCTION ENTRANCES AS CONDITIONS DEMAND. 5. THE TEMPORARY PARKING AND STORAGE AREA SHALL BE KEPT IN GOOD CONDITION (SUITABLE FOR PARKING AND STORAGE). THIS MAY REQUIRE PERIODIC TOP DRESSING ON THE TEMPORARY PARKING AS CONDITIONS DEMAND. 6. OUTLET STRUCTURES IN THE SEDIMENTATION BASINS SHALL BE MAINTAINED IN OPERATIONAL CONDITIONS AT ALL TIMES. SEDIMENT SHALL BE REMOVED FROM SEDIMENT BASINS OR TRAPS WHEN THE DESIGN CAPACITY HAS BEEN REDUCED BY 50%. SEQUENCE OF CONSTRUCTION PHASE I 1. INSTALL STABILIZED CONSTRUCTION ENTRANCES. 2. PREPARE TEMPORARY PARKING AND STORAGE AREA. 3. CONSTRUCT THE SILT FENCES ON THE SITE. 4. CONSTRUCT THE SEDIMENTATION AND SEDIMENT TRAP BASINS. 5. CLEAR AND GRUB THE SITE. 6. START CONSTRUCTION OF BUILDING PAD AND STRUCTURES. 7. BEGIN GRADING THE SITE. wCL�*10[ 1. TEMPORARY SEED DEMUCKED AREAS. 2. INSTALL UTILITIES, UNDERDRAINS, STORM SEWERS, CURBS AND GUTTERS. 3. INSTALL RIP RAP AROUND OUTLET STRUCTURES. 4. INSTALL INLET PROTECTION AROUND ALL STORM SEWER STRUCTURES. 5. PREPARE SITE FOR PAVING. 6. PAVE SITE. 7. INSTALL INLET PROTECTION DEVICES. 8. COMPLETE GRADING AND INSTALL PERMANENT SEEDING AND PLANTING. 9. REMOVE ALL TEMPORARY EROSION AND SEDIMEN .......... ..._ .-Il--. -.... ...._ .-..... _.... .......... ....... ...._ _-... ....... ..._ ._.... ..- -.... ...... ..._-. • ....• .. ..... ..... .._ M .. • ---.- 'c' C wwwr .....,•............. ...... • OW i ..,a,d.....� ..............�..m:.... „u,,, .-.,.,.-.....ate•..,;..,..---:.... ...._::...................................., ....-..... _ _ -� ......_. -.. _---...... .- ...� - _ , � TRACT A _ ..__...- ......-................_... _ _ --- __ .......... ------- = ---_ -_ - -- _ ..-..__ ...-._ .. ........-- - _ _ 8 U' f °lY _ I ............. ...... Y INGLE ROW SILT FEN E i ER FDOT INDEX N0. 02 8i TYPICAL DETAILS ( P. l ' t. BUILDING, F ITYYP FF EL=129.50 I� LOT 1 T.' ...I � 9ribk . pS BUILDING D FF EL_ 131.50 i I • 1.00' TYP • s V V 1 L V 11 \ Sri /'1 • . :3'"....:.:.::.::::.:..:..::.:'t;.;:.:.<-:.:::.::.:,. w..: -'<:• € �- ..... ... _ :.<: . : • _ - : , SINGLE ROW SILT FENCE ...... Y f. `. ^ FF EL=128.50 FF EL=129.50 - ` - -.. '<: .a: • : . ......: rr _. .. ............. ..__........._ ' f PER FDOT INDEX NO 102 -_ wMM.�.� �..•: •• -:: _.-: _-.�� :. �_,� ,. ` ........::..:. � •. �': , � &TYPICAL DETAILS (TYP.) ; s._....�......._=_=,=1'25'-'= o'er ✓,-.... - ,-- ----- - --------------- ----- ----- _._..__.. _._.... .. _....... __..__..-..............__ ............- __ -' ---------------- -------------------........... ....._ .......... . _ 9 , - - _ _------- , _ _ ;. .. ..... •. .......................... ...... ....... _ ------ -- - --- TOP OF BANK D0U 'E RflW SILT FENCE .... •... ... -':. - .------.- - ----- ----------- ------------------- .-.:.:.....:. ::: ::: ...___: ::. :-.-. _.. - -- - � t z a\ _ _ .... _ .---.............-:.:::.------ .. _.._... f!- 3` •''•' EXISTING E ••• • •' STORMWATER POND I •.••' • :I • • • • L • GRAPHIC SCALE 0 30 60 120 •■� ( IN FEET ) 1 INCH = 60 FEET TOWNSHIP23 S- RANGE 29 E- SECTION 16 LOCATION MAP N.T.S. SOIL EROSION / SEDIMENTATION CONTROL OPERATION TIME SCHEDULE CONSTRUCTION SEQUENCE:FOUNDATION ROUGH GRADE / SEDIMENT CONTROL TEMPORARY CONTROL MEASURES ISTRIP & STOCKPILE TOPSOIL STORM FACILITIES TEMPORARY CONSTRUCTION ROADS ■■■■■■■■■■■■■ BUILDING CONSTRUCTION SITE CONSTRUCTION PERMANENT CONTROL STRUCTURES FINISH GRADING LANDSCAPING / SEED FINAL STABILIZATIONM NOTE: GENERAL CONTRACTOR TO COMPLETE TABLE WITH THEIR SPECIFIC PROJECT SCHEDULE SYMBOLS LEGEND BMP-1 SINGLE SILT FENCE FLOATING TURBIDITY BARRIER BMP-2 ROCK BAGS ( USED ON ASPHALT SURFACES) BMP-3 SILT FENCE PROTECTION AROUND INLETS PRE-DEVELOPMENT ACREAGE SUMMARY TOTAL IMPERVIOUS AREA 10.18 A.C. SEED & MULCH AREA 4.02 A.C. TOTAL DISTURBED AREA 14.11 A.C. TOTAL UNDISTURBED AREA 0.00 A.C. TOTAL PROJECT AREA 14.11 A.C. DEVELOPER / OWNER LAKE BUTLER PROFESSIONAL CAMPU S, L LC. 300 S. ORANGE AVENUE, SUITE 1525 ORLANDO, FL 32801 CONTACT: MARK RIEKER SITE OPERATOR / GENERAL CONTRACTOR: NAME------- ------- ----------- -- SUPERINTENDENT: .NAME ----------- -------- -------- APPROVED FLA. REGISTRATION NO. DATE : M z 0 W w N LLJ N(c),01 TT o� o� o°0°cp4o Octi xo c i Q U- S?_ cc T M O •E coOD ao .. o ao m �a N O CO c - n o LL CERTIRCATES OF AUTHORIZATION: EB7318 LB6680 LCO337 RGP RGP LW DES. DYN I CHK. PROJECT / FILE NO. 07- 00203 DRAWING NO. PPP-2 DATE DRAWN: �i Z OF 9/25/07 s 34 STEEL OR WOOD POST STEEL OR _ WOOD POST 36" HIGH MAX 12NI EXTRA STRENGTH FILTER FABRIC NEEDED WITHOUT WIRE MESH SUPPORT PONDING HT. FILTER FABRIC f— ATTACH SECURELY TO UPSTREAM SIDE OF POST RUNOFF 4" X 6" TRENCH WITH COMPACTED BACKFILL STANDARD DETAIL (TRENCH WITH NATIVE BACKFILL) SEE BELOW FOR PROTECTION AT TOE OF SL( SECTION AA 0 FT MAX SPACINGS WITH VIRE SUPPORT FENCE i FT MAX SPACING WITHOUT VIRF SUPPORT FENCE NOTE: 1. INSPECT AND REPAIR FENCE AFTER EACH STORM EVENT AND REMOVE SEDIMENT WHEN NECESSARY. 2. REMOVED SEDIMENT SHALL BE DEPOSITED TO AN AREA THAT WILL NOT CONTRIBUTE SEDIMENT OFF -SITE AND CAN BE PERMANENTLY STABILIZED. 3. SILT FENCE SHALL BE PLACED ON SLOPE CONTOURS TO MAXIMIZE PONDING EFFICIENCY. ALTERNATE DETAIL (TRENCH WITH GRAVEL) SILT FENCE INSTALLATION N.T.S NOTE: WHERE THE SLOPE LENGTH EXCEEDS 25 FEET, CONSTRUCT ONE ROW OF BAG BARRIERS AT 0% LONGITUDINAL GRADE MIDWAY UP THE SLOPE. CONSTRUCT TWO ROWS OF BAG BARRIERS WHERE THE SLOPE LENGTH EXCEEDS 50 FEET OPEN RISER TEMP. DRAIN ROCK BAGS ^)ED INLET SIDEWALK-� — — — 0 DITCH ( DITCH CURB & L�J CURB & GUTTER GUTTER ROCK BAGS PARTIAL INLET COMPLETED INLET DITCH BOTTOM INLET PROTECTION AROUND INLETS OR SIMILAR STRUCTURES PLACE THE END POST OF THE SECOND FENCE INSIDE THE. END POST OF THE FIRST FENCE ROTATE BOTH POSTS AT LEAST 180 DEGREES IN A ■ CLOCKWISE DIRECTION TO CREATE A TIGHT SEAL WITH THE FABRIC MATERIAL DIRECTION OF RUNOFF WATERS 1 DRIVE BOTH POSTS ABOUT 10 INCHES INTO THE GROUND AND BURY FLAP SILT FENCE ATTACHMENT DETAIL N.LS EDGE OF SHOULDER, GRADE VARIES A 0% GRADE, LENGTH VARIES i--■ ■-■ ■-■- A ­4111� TOE OF SLOPE OR DITCH BOTTOM, GRADE VARIES ELEVATION ALONG FILL SLOPE O� !L 50, ON '� J CENTERS (TYP.) --� AS REQUIRED � FLOW � I PLAN PLAN NATURAL GROUND g' 1­4:"��FILL FILL SLOPE SLOPE ELEVATION ELEVATION TO BE USED WHERE THE NATURAL GROUND TO BE USED WHERE THE NATURAL GROUND SLOPES TOWARD THE TOE OF SLOPE SLOPES AWAY FROM THE TOE OF SLOPE AT TOE OF SLOPE BARRIERS FOR FILL SLOPES WOVEN FILTER FABRIC IN ABSENCE OF ESTABLISHED GRASS (APPROX. 12' X 12'). SECURE EDGES BY ENTRENCHING AND EXTEND UNDER BAGS. FABRIC SAND BAGS SHALL MEET THE REQUIREMENTS OF SECTION 985 OF THE STANDARD 5' MIN SPECIFICATIONS. ^ SUPPLY WHEELS r 0 aA0 o L w a a 0 z (N X w o ( L o PLAN 'PLAN RAIL POST I I � ' MIN. RECOMMENDED i ANCHOR TOP BAILS TO LOWER BAILS WITH 2 STAKES PER BAILS ELEVATION ELI EVA III TYPE it j7YPE BARRIERS FOR UNPAVED DITCHES NOTES FOR BAILED HAY OR STRAW BARRIERS it 1. TYPE I AND 11 BARRIERS SHOULD BE SPACED IN ACCORDANCE WITH SPACE ING CHART. l 2. HAY BALES SHALL BE TRENCHED 3" TO 4" AND ANCHORED WITH 2 - 1 X 2" (OR 1" DIA.) 4' WOOD STAKES. STAKES OF OTHER MATERIAL OR SHAPE PROVIDING EQUIVALENT STRENGTH MAY BE USED IF APPROVED BY THE ENGINEER. §jfAKES OTHER THAN WOOD SHALL BE REMOVED UPON COMPLETION OF THE PRO,!IECT. 3. RAILS AND POSTS SHALL BE 2" x 4" WOOD. OTHER MATERIALS PROVIDING EQUIVALENT STRENGTH MAY BE USED IF APPROVED BY THE ENGINEER. 4. HAY BALES ARE TO BE USED ONLY IN CONJUNCTION WITH SILT FENCE A'ND SHALL BE PLACED ON THE UPSTREAM SIDE OF THE FENCE. 5. ADJACENT BALES SHALL BE BUTTED FIRMLY TOGETHER.' BARRIERS LAYOUT DETAIL N.T.S z N PLAN NOTE: 1. THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION 2. WHEN NECESSARY, WHEELS SHALL BE CLEANED THAT WILL PREVENT TRACKING OR FLOWING OF SEDIMENT PRIOR TO ENTRANCE ONTO PUBLIC RIGHT-OF-WAY. ONTO PUBLIC RIGHTS -OF -WAY. THIS MAY REQUIRE TOP 3. WHEN WASHING IS REQUIRED, IT SHALL BE DONE DRESSING, REPAIR AND/OR CLEANOUT OFANY MEASURES ON AN AREA STABLIZED WITH CRUSHED STONE THAT USED TO TRAP SEDIMENT. DRAINS INTO AN APPROVED SEDIMENT TRAP OR SEDIMENT BASIN. 1' MIN. RECOMMENDED *NOTE: HAY BALES NOT TO BE UTILIZED AS AN EROSION CONTROL MEASURE. DIVERSION RIDGE REQUIRED WHERE GRADE EXCEEDS 2% ^^ GREYER 1 IL 1 LI\ I .,3RIC SECTION 'A -A' NOTE: USE SANDBAGS, OR OTHER APPROVED METHODS TO CHANNELIZE RUNOFF TO BASIN AS REQUIRED. GENERAL NOTES TEMPORARY ACCESS ROADS AND PARKING AREAS: 1. TEMPORARY ROADS SHALL FOLLOW THE CONTOUR OF THE NATURAL TERRAIN TO THE EXTENT POSSIBLE. SLOPES SHOULD NOT EXCEED 10 PERCENT. 2. TEMPORARY PARKING AREAS SHOULD BE LOCATED ON NATURALLY FLAT AREAS TO MINIMIZE GRADING. GRADES SHOULD BE SUFFICIENT TO PROVIDE DRAINAGE BUT SHOULD NOT EXCEED 4 PERCENT. 3. ROADBEDS SHALL BE AT LEAST 14 FEET (5.5 m) WIDE FOR ONE-WAY TRAFFIC AND 20 FEET (8 m) WIDE FOR TWO-WAY TRAFFIC. 4. ALL CUTS AND FILLS SHALL HAVE SIDE SLOPES THAT ARE STABLE FOR THE PARTICULAR SOIL. SLOPES OF 2:1 OR FLATTER ARE RECOMMENDED FOR CLAY SOILS, AND SLOPES OF 3:1 OR FLATTER ARE RECOMMENDED FOR SANDY SOILS. 5. STORMWATER SYSTEM SHALL BE PROVIDED AS NEEDED AND SHALL BE DESIGNED AND CONSTRUCTED ACCORDING TO APLICABLE REGULATIONS. 6. THE ROADBED OR PARKING SURFACE SHALL BE CLEARED OF ALL VEGETATION, ROOTS, AND OTHER OBJECTIONABLE MATERIAL. 7. A 6 INCH (15 cm) COURSE OF FDOT NO. 1 AGGREGATE SHALL BE APPLIED IMMEDIATELY AFTER GRADING OR THE COMPLETION OF UTILITY INSTALLATION WITHIN THE RIGHT-OF-WAY. FILTER FABRIC MAY BE APPLIED TO THE ROADBED FOR ADDITIONAL STABILITY ACCORDING TO THE FABRIC MANUFACTURER'S SPECIFICATIONS. TEMPORARY GRAVEL CONSTRUCTION ENTRANCE N.T.S. APPROVED FLA. REGISTRATION NO. DATE 0 N M N LLJ N T Q ^ cm � J .8F Nt�U cc O x :a co Vj `p LL. T L� Lv 'o a N Q 00.4) $ ».. r> :moo O 3' �t OLL C� Z OCERTIFICATES OF AUTHORIZATION: EB7318 LB6680 LC0337 RGP RGP LW Z DES. DWN. CHK. O PROJECT / FILE NO 07- 00203 - O DRAWING NO. ECD-1 DATE DRAWN: 24 OF �SH34 uj 10/11 /07 , m I hGCM`M`A�� SS.� RSSID RStTV. SiEsr ` RSA <R RL�J R?ZfS3 R ------------------ ------------------�-�- - - - - ---------------- 5 ! Ll I ---------------- -----• == ----=-------------- MAGUIRE RD STA. 8+00 TOMYN BLVD (WEST) STA. +00 ! } J ! M G`:�J,lRE ROAD c) I I C.) - ----------------I I _ 4.. 1" R --� _ i'v` € i •F ...',ice-.. w .-..-..-.... ..•- ..- .-...-..-..- .. -. - -.._ - _...- .. - - ----........... .................. ......................... ..aim. .. .......... .. ....... .. ....................... -.... t s ,r SSFM SSFM 635 SSFM � I � ! I \ ' r ` � y , SSFM 630-1-13 ss�� ;,,` � ! \\ ! .•� _ .! ! i `,G, - _I`'V r SsFm 635-1-11 M 'l M SSFM SSF I SS 1� rt 9 � -.eti� ----- 630-1-13 i ! ! a _' ''i -�.ly/- EXIST. PULL BOXES�9 \ 1 m TO REMAIN a i , �, v- R� I N I Z y 3 1' i 635-1-11 RAW [( - - - - - 630-1-13 f� I'•. I v,: 0 rL J { B : '- T� o° f \ I�ME SIGNAL CONTROLLER PHASE 11MING FUNC170N NUMBER FACE NUMBER DIRECTION INITIAL GREEN (MINIMUM) VEHICLE EXTENSION (GAP) MAXIMUM GREEN I MAXIMUM GREEN II YELLOW CLEARANCE ALL RED CLEARANCE PHASE RECALL DETECTOR MEMORY PEDESTRIAN WALK PEDESTRIAN CLEARANCE PERMISSIVE Z �• lil .. TIMING DIAGRAM 1 2 3 4 5 6 7 8 1 2 3 4 5 6 7 8 NBL SB EBL WB SBL NB WBL EB 7.0 15.0 7.0 15.0 1 7.0 15.0 7.0 15.0 2.0 3.0 2.0 3<0 2.0 3.0 2.0 3.0 20 50 15 30 20 50 15 30 - 4.0 4.0 4.0 - 4.0 4.0 4.0 - 2.0 2.0 2.0 - 2.0 2.0 2.0 - MAX OFF OFF - MAX OFF OFF _ 7 _ 7 - 7 _ 7 - 25 - 28 - 25 - 28 - YEL - RED - YEL - RED ,;III 4 ••----DETECTION ASSIGNMEN-T DETECTOR MOVEMENT OPERATION NUMBERFUNCTION CONTROLLER OPERATION AND DESIGN NOTES SIGNAL OPERATING PLAN #10 02 05 TF 1 (Q1 Q5 TF 5 TF 2 Q2 © TF 6 DETAILS OF I TF 4 1 1. MAGUIRE ROAD (NORTH/SOUTH) IS THE MAJOR ROAD AND TOMYN BOULEVARD (EAST/WEST) IS THE MINOR ROAD 2. FLASHING OPERATION TO BE YELLOW ON MAJOR ROAD AND RED ON MINOR ROAD 3. CURB CUT RAMPS SHALL BE IN ACCORDANCE WITH FDOT INDEX 304 4. CONTACT PERSON AT ORANGE COUNTY FOR INSPECTION COORDINATION IS DIANA ALMODOVAR AT (407) 836-7907. 5. EXISTING PLANT (TELEPHONE AND NON -TELEPHONE) LOCATIONS REFLECTED ON THIS DRAWING ARE TO BE CONSIDERED AS APPROXIMATE AND SHOULD BE VERIFIED BY THE CONTRACTOR PRIOR TO THE START OF WORK OPERATION 6. THE CONTRACTOR SHALL MAINTAIN A CLEARANCE DISTANCE OF 17.5' BETWEEN THE SIGNAL HEADS AND THE GROUND/PAVEMENT BELOW. 7. TIME DELAY LOOPS SHALL BE SET FOR 10 SECONDS. 8. EXISTING CONDUIT, LOOP AND MAST ARM SIGNAL HEAD LOCATIONS ARE TO BE CONSIDERED AS APPROXIMATE. 9. CONTRACTOR TO VERIFY ADDITIONAL DETECTOR HARNESS IN EXISTING CONTROLLER CABINET FOR NEW DETECTOR LOOPS PRIOR TO BID. 10. CONTRACTOR TO VERIFY THAT NEW MAST ARM STRUCTURE IS COMPATIBLE WITH EXISTING POLE, THE NEW MAST ARM STRUCTURE SHALL MATCH THE EXISTING MAST ARMS AT THE INTERSECTION WITH REGARD TO STYLE, SHAPE AND COLOR. DETAILS OF PROPOSED SIGNS AA -UP .0 96 � 700-89-1 SEE "TRAFFIC SIGNAL DETAILS" SHEET [1 EA] EXISTING SIGNAL HEADS (D TF 7 ® TF 8 o R (LED) 653-181 (j (LED) 650-51-311 AB LEFT TURN YIELD ON GREEN 0 R10-1 700-40-1 [4 EA] DETAILS OF PROPOSED SIGNAL HEADS 5 2 ® 3 8 7 4 R (LED) R (LED) Y (LED) (LED) Y (LED) G (LED) (LED) G (LED) 650-51-311 650-51-511 [1 EA] [3 EA] APPROVED FLA. REGISTRATION NO. DATE i c z 0 N can N Coo N r ¢' rn c^', o� o Is. 6, d' tm 0 5 c.QU2 T c Z LLl Fay Q 5 a, N ,� c � ��o 0. U- Q U Z CERTIFICATES OF AUTHORIZATION: EB7318 LB6680 LC0337 DES. I DWN. I CHK. PROJECT /FILE NO. 07- 00203 V- LL DRAWING NO. Q TSP-1 DATE DRAWN: 25 10/12/07 sH. 34 11 Fl re ro= ■ i :ri :roi:aws .JALJL.Ilt' %ZF'M a i -.4 a PI 4 FL ORAN 1' NYL (3 BE DO NOT CUT LEADER Q%00 Qn (0n^ PRUNE DAMAGED OR DEAD Q •WOOD IMMEDIATELY PRIOR QQ (� Q 00 0 0 TO PLANTING AS DIRECTED OO ° 0 0 v Q Q BY THE LANDSCAPE ARCHITECT 0 0 0 0 6000 00 0 Q 0 QO 0 00 QO 0 00 PROTECT TREE WITH BURLAP Q 8 0� U Q0 0 Q� n� 1" WIDE MIN. NYLON STRAPING 0v� 0 0 O U�� AT EQUAL SPACING (3 PER TREE) ° O00 00 0 0o MULCH, 1" DEEP ON ROOT ZONE 3" BASIN FOR WATERING. MULCH, 3" DEEP 1/2"x2' FLUORESCENT ORANGE MARKER SET CROWN OF ROOT BALL 0'-2" ABOVE SURROUNDING FINISH GRADE. UNTIE BURLAP FROM BASE OF TRUNK. :......::.....::...., ,....::...,..,.::,... .:........:. TRIM AS NECESSARY. 2 "x2"x2' STAKE. TOP TO BE 2 MIN BELOW FINISH GRADE BACKFILL WITH PLANTING SOIL. SET ROOTBALL ON UNDISTURBED SOIL. 2x BALL DIA. (2" cal. and over) LARGE TREE PLANTING DETAIL N.T.Q. 0 0 DO NOT CUT LEADER °(oOg 00 ° PRUNE DAMAGED OR DEAD �" WOOD IMMEDIATELY PRIOR 0°°°° ° 0 ° ° 0 TO PLANTING AS DIRECTED (boo o boo Q0o `U000° °0 0 BY THE LANDSCAPE ARCHITECT 0 0 0 8 �Q 0 0 0� Uo PROTECT TREE WITH BURLAP Quo 0 c0 "b W 00 2"x4"X8'-O" STAKE 1 " WIDE MIN. 00 0 0 MULCH, 1 " DEEP ON ROOT ZONE NYLON STRAPS (3 PER TREE) 3" BASIN FOR WATERING. FLUORESCENT MULCH, 3" DEEP ORANGE MARKER ON BRACE STAKES 18" SET CROWN OF ROOT BALL 0'-2" BELOW GRADE ABOVE SURROUNDING FINISH GRADE. UNTIE BURLAP FROM BASE OF TRUNK. - - TRIM AS NECESSARY. .... �;.... \_. BACKFILL WITH PLANTING SOIL. SET ROOTBALL ON UNDISTURBED SOIL. 2x BALL DIA. (2" cal. and under) SMALL TREE PLANTING DETAIL N.T.a 00 DO NOT CUT LEADER PRUNE DAMAGED OR DEAD WOOD IMMEDIATELY PRIOR TO PLANTING AS DIRECTED BY THE LANDSCAPE ARCHITECT PROTECT TREE WITH BURLAP 2"x4"X8'-O" STAKES (3 PER TREE) MULCH, 1 " DEEP ON ROOT ZONE 3" BASIN FOR WATERING. MULCH, 3" DEEP SET CROWN OF ROOT BALL 0'-2" ABOVE SURROUNDING FINISH GRADE. UNTIE BURLAP FROM BASE OF TRUNK. TRIM AS NECESSARY. BACKFILL WITH PLANTING SOIL. SET ROOTBALL ON UNDISTURBED SOIL. MULTI- TRUNK AND SMALL TREE (2" cal. and under) PLANTING DETAIL RT.a CH, 3" DEEP SPEC.) <FILL MIX SPECIFIED SHRUB / GROUNDCOVTR SPACING / PLANTING DETAIL MT.a UNTIE FRONDS METAL STRAPS SECURING 2"x4"02" WOOD BATTENS MIN 5 LAYERS BURLAP TOE NAIL BRACES TO 2"X4" WOOD BATTENS 1/2"x2' FLUORESCENT ORANGE MARKER 2"x4" WOOD BRACE AT EQUAL SPACING (3 PER TREE) MULCH, 1." DEEP ON ROOT ZONE 3" BASIN FOR WATERING. MULCH, 3" DEEP SET CROWN OF ROOT BALL 0'-2" ABOVE SURROUNDING FINISH GRADE. UNTIE BURLAP FROM BASE OF TRUNK. TRIM AS NECESSARY. 2"x4"02" FOOT STAKE, FOR SOFT SOIL CONDITIONS SUCH AS SAND BURIED 3 Ff. BELOW GRADE BACKFILL WITH PLANTING SOIL. SET ROOTBALL ON UNDISTURBED SOIL. LARGE PALM PLANTING DETAIL- N.T.S. HURRICANE CUT FRONDS METAL STRAPS SECURING 2"x4"02" WOOD BATTENS MIN 5 LAYERS BURLAP TOE NAIL BRACES TO 2"X4" WOOD BATTENS 1 /2"x2' FLUORESCENT ORANGE MARKER 2"x4" WOOD BRACE AT EQUAL SPACING (3 PER TREE) MULCH, 1" DEEP ON ROOT ZONE 3" BASIN FOR WATERING. MULCH, 3" DEEP SET CROWN OF ROOT BALL 0'-2" ABOVE SURROUNDING FINISH GRADE. UNTIE BURLAP FROM BASE OF TRUNK. TRIM AS NECESSARY. 2"x4"x12" FOOT STAKE, FOR SOFT SOIL CONDITIONS SUCH AS SAND BURIED 3 FT. BELOW GRADE BACKFILL WITH PLANTING SOIL. SET ROOTBALL ON UNDISTURBED SOIL. PALM PLANTING DETAIL- 00 0 0 0%� ho 0 0 000 � q q 0 00 00 0 00 0 0 0 0 0° 0 0 0 0 OQ 0 0 k 0�o0 00 0 0 01(��oho 1 o � �0 0 O 00 O 00 DRIPLINE NO ENTRY OR STORAGE N DRIP LINE ENCROACHMENT Or ORANGE 'TENSOR" HIGH VISIBILITY MESH. 2"x4" MIN. WOOD POST = ♦ am Wail a 40:4 1IL N 10 LO D] :1 CA 111 RTA MULCH, 1" DEEP ON ROOT ZONE 3" BASIN FOR WATERING. MULCH, 3" DEEP SET CROWN OF ROOT BALL 0'-1" ABOVE SURROUNDING FINISH GRADE. PLANT MATERIAL SHALL NOT BE PRUNED PRIOR TO INSTALLATION. AFTER PLANTS HAVE BEEN INSTALLED, EACH PLANT SHALL BE PRUNED FOR UNIFORMITY. BACKFILL WITH PLANTING SOIL. SET ROOTBALL ON UNDISTURBED SOIL. SHRUB PLANTING DETAIL N.T.S. 1. PLANT MATERIAL: All plant material shall be Florida 01 or better as established by "Grades and Standards F� ! V L �!'1� of �t11e,,.g � Florida, Department of Agriculture. �� a shall be of the sizes as specified in the Plant List. 3. Quantities listed on the the Plant List are for estimating purposes. Contractor shall verify all quantities. Mulch, topsoil, fertilizer, etc. shall be included In the unit cost of the plants. 4. Where there is a discrepancy either in quantities, plant names, sizes or specifications between the plan or plant list, the plan takes precedence. 5. All planting beds and water basins for trees shall be covered with a 3" minimum depth of shredded eucalyptus or florimulch grade 'B' or better. 6. The Planting Plan shall be installed in compliance with all existing codes and applicable deed restrictions. -I. SOD: All areas not used for buildings, vehicular use areas, walks or planting beds shall be grassed. Grassing shall extend to any abutting street pavement edge and to the mean waterline of any abutting canal, lake or waterway. 8. PLANTING SOIL: All trees and shrubs shall be planted with a minimum of 12" topsoil around and beneath the rootball. Minimum topsoil shall be fo" for groundcover areas and 2" for sodded grass areas. 5. Planting soil to be a weed -free mixture of 509. sand, 409. muck, and 109. Canadian peat. All plant material to receive planting soil as per .details. 10. Contractor is responsible for determinin all utilit locations and installin facilities so as to not conflict. All damage to existing utilities or improvements caused by Contractor shall be repaired at no additional coat to the Owner. 11. Contractor to notify "Sunshine State One Call of Florida, Inc, at 1-800-432-4110 Two Full Business Days prior to digging for underground utility locations. 12. Contractor shall be responsible for providing final grading of all associated planting areas. 13. After final grade, area to be raked to 6" depth and all rock and foreign inorganic materials removed and disposed of properly off -site. 14. All planting holes to be hand dug except where machine dug holes will not adversely affect or damage utilities or improvements (see note 8). 15. No plunging of any tree or palm will be accepted. All plants to be planted at the nursery grade or slightly higher. fro. Contractor shall stake 4 guy all trees and palms at time of planting as per the appropriate detail. Contractor is responsible for the maintenance and/or repair of all staking and guying during warranty period and removal 4 disposal of staking after establishment period. I'1. Fertilizer for grass areas shall be NPK 16-4-8 6 12B Ibs/1000 s.f. or 545 Ibs/acre. Nitrogen 509. slow release form 4 fertilizer to include secondary micronutrients. 16. SUBSTITUTIONS AND CHANGES: All substitutions and changes shall be approved in writing prior to installation. Any discrepancies between plans, site and specifications shall be brought to the immediate attention of the Landscape Architect, the owner and governing municipality. PLANT SCHEDULE TREES CODE BOTANICAL/COMMON CONT QTY • IA Ilex attenuata East Palatka / East Palatka dolly 30 gal 17 LI Lagerstroemia indica Muskogee / Muskogee Crape Myrtle 30 gal 103 a" LI2 Lagerstroemia indica Natchez / Natchez White Crape Myrtle 30 gal 34 LG Ligustrum lucidum / Glossy Privet Standard 30 gal 22 VY MG Magnolia grandiflora / Southern Magnolia 30 gal 52 • PD Phoenix dactylifera Medjool / Medjool Date Palm FG 10 QV Quercus virgimana / Southern Live Oak 30 gal 12G WR Washingtonia robusta / Mexican Fan Palm PG 90 SHRUBS CODE BOTANICAUCOMMON CONT QTY ORD2 Rhododendron azalea Duc De Rohan / Duc De Rohan Azalea 3 gal 289 V02 Viburnum odorati55imum / Sweet Viburnum 3 gal 513 V5 Viburnum suspensum / 5andankwa Viburnum 3 gal G7 I SHRUB AREAS CODE BOTANICAL/COMMON CONT QTY DB Dianella tasmanica Blueberry Flax Lily / Blue Flax Lily I gal@ 24" oc 1 ,031 O DV Dieter vegeta / African Iris i gal@ 30" oc 792 EG Evolvulus glomeratus / Blue Daze i gal@ 24" oc 1 ,421 �me�wax ow Not IX . Ixora coccinea Nora Grant / Nora Grant Ixora 3 gal@ 32" oc 1 ,05 1 JW Juniperus horizontails Wiltonii / Blue Rug i gal@ 24" oc 3,30G LC Lantana camara Gold Mound / Lantana I gal@ 24" oc 1,370 LE Liriope muscari Evergreen Giant / Evergreen Giant Liriope .I gal@ 24" oc 437 LR2 Loropetalum chinense Rubrum Ruby / Ruby Fringe Flower 3 gal@ 30 oc 49G PI Plumbago auriculata imperial Blue / Plumbago RI Khaphiolepis indica Alba / White Indian Hawthorn TV Tulbaghia violacea / Society Garlic ZP Zamia pumila / Coontie 3 gal@ 30 oc 425 3 gal@ 30" oc 2,422 I gal@ 24" oc 597 3 gal@ 30 oc 503 IS. WATERING: All plant material shall be watered in at time of planting in accordance with standard nursery practices. In addition, Contractor will continue watering of plant material until substantial completion and as needed thereafter for a period of 2 months. 20. All new plant material shall be guaranteed for i year from time of final acceptance of project. Any plant material not in a healthy growing condition will be replaced by the Contractor at no additional cost to the Owner within 10 days of notification. For all replacement plant material, the warranty period shall be extended an additional 45 days beyond the original warranty period. All trees that lean or are blown over, caused by winds less than 15 mph, will be re -set and braced by the Contractor at no additional cost to the Owner. 21. The successful bidder shall furnish to the Owner a unit price breakdown for all materials. The Owner may, at its discretion, add or delete from the materials utilizing the unit price breakdown submitted. 22. No plant material will be accepted showing evidence of cable, chain marks, equipment scars, or otherwise damaged. 23. Plant material will not be accepted when the ball of earth surrounding its roots has been cracked, broken or otherwise damaged. 24. Root -prune all trees a minimum of (8) weeks prior to planting. 25. All landscaped areas will be irrigated by an underground, automatic, rust -free irrigation system providing 100% coverage and 100% spray overlap. The system shall be maintained in good working order and designed to minimize water on impervious services and not overspray walkways. A rain sensor device shall be installed to override the irrigation cycle of the system when adequate rainfall has occurred. 26. All plant material planted within the sight distance triangle areas (see plan) shall provide unobstructed cross -visibilitg at a horizontal level between 30 in r y Inches and 8 feet above adjacent street grade. 21. No canopy trees shall be planted within 12 feet of a light pole. No palm species shall be planted within 6 feet of a light pole. 28. Ground cover plantings shall provide not less than 50 percent coverage immediately upon planting and 100 percent coverage within ro months after planting. 29. Tree protection barricades shall be provided by Landscape Contractor around existing trees that may be impacted by the proposed construction. Prior to any construction a tree protection barricade inspection shall be conducted by the landscape architect, owner or governing municipality. Refer to landscape detail for tree preservation barricade fencing. 30. In all pedestrian areas, all trees and palms shall be maintained to allow for clear passage at an 8 foot clear trunk 31. All landscape material shall be setback a minimum of 10' from any Fire Hydrant, VEHICULAR USE AREA LANDSCAPE REQUIREMENTS TREE REQUIREMENTS: *1 TREE REQUIRED PER 4 SPACES (5ID°ro OF REQUIRED TREES MUST BE CANOPY TREES)* -TOTAL NUMBER OF PARKING* SPACES = -15-1 -TOTAL NUMBER OF TREES REQUIRED 151/4 = 190 TOTAL NUMBER OF CANOPY TREES REQUIRED = 95 TOTAL NUMBER OF UNDER STORY TREES/ PALMS = 95 REQUIRED -TOTAL NUMBER OF TREES PROVIDED =1'30 TOTAL NUMBER OF CANOPY TREES PROVIDED = 114 TOTAL NUMBER OF UNDERSTORY TREES PROVIDED = -16 *FINAL LANDSCAPING PLANS WILL MEET ALL CITY OF OCOEE LANDSCAPING REGULATIONS* APPROVED FLA. REGISTRATION NO. DATE I` I I I I IIgI 0 z 0 in LLJ W 0 0 N G7 UJN 00 TT CO 0-1 ¢0) ono C �� 0)0 'o00 vi a� OD U CL 6 E '' CV pa?cc Mco Q re>� u_ 0 c W UJ110ERTIFICATES CL OF AUTHORIZATION: EB7318 LB6680 LCO337 Q DES. . OWN. CHK. PROJECT / FILE N0. 07- 00203 ® Z DRAWING N0, LND-1 Q 4 DATE DRAWN:T7s�9 12/20/0 347, C'M' NINIM90 ( IN FEET ) 1 INCH = 1 FEET Call two full business days (but not more than five) before digging to find out where buried facilities (electric, gas, telephone, cable, water) are located. It's the Lawl 1-800-432-4770 www. calisunshine.com FP&L (305) 347-3900 Sunshine State One Call of Fli NOTES 1. CONTRACTOR TO VERIFY LOCATION OF ALL EXISTING UTILITIES. 2. IT SHALL BE THE CONTRACTOR'S SOLE RESPONSIBILITY TO TAKE THE NECESSARY PRECAUTIONS TO ENSURE PROPER SAFETY AND WORKMANSHIP WHEN WORKING IN THE VICINITY OF EXISTING UTILITY LINES. 3. CONTRACTOR SHALL BE RESPONSIBLE TO COORDINATE WITH FPL ON ANY WORK IN THE VICINITY Of OVERHEAD OR UNDERGROUND POWER LINES. 4. CONTRACTOR SHALL VERIFY PROPER CLEARANCE BELOW EXISTING OVERHEAD POWER LINES PRIOR TO WORKING WITHIN THE VICINITY THE POWER LINES. 5. MAINLINE LOCATION, WHERE SHOWN, IS FOR GRAPHIC CLARITY PURPOSES ONLY. INSTALL AT THE BACK OF CURB, FRONT OF WALK, BACK OF WALK, OR ADJACENT TO OTHER HARDSCAPES TO FACILITATE FUTURE LOCATION AND TO PROTECT FROM DAMAGE. ENSURE MAINLINE IS INSTALLED ACCORDING TO THE IRRIGATION SPECIFICATIONS AND DETAILS. G. IF IT IS NECESSARY TO HAVE PIPING UNDER HARDSCAPE ITEMS, SUCH AS ROADS, WALKS AND PATIOS, THE PIPES MUST BE SLEEVED USING SCH 40 PVC WITH THE SLEEVE DIAMETER BEING AT LEAST TWICE THE SIZE Of THE PIPE IT IS CARRYING. 7. THERE SHALL BE TWO COMMON WIRES FOR EACH CONTROLLER/ET MANAGER (SEE RAINBIRD ET MANAGER WIRING DIAGRAM, SHEET IRD-2), COMMON A (TURF) AND COMMON B (SHRUB/DRIP). SEE VALVE SCHEDULE, SHEET IRD-1 , FOR ZONE WIRE NUMBER. 8. THE WATER SOURCE IS RECLAIMED WATER. ALL SYSTEM COMPONENTS MUST COMPLY WITH THE LAW. PROPERLY MARK/IDENTIFY ALL PIPING, VALVES, SPRINKLER HEADS, VALVE BOXES, CONTROLLERS, AND IRRIGATED AREAS. COLOR CODE USING 'PANTONE PURPLE' AND PROPERLY SIGN IRRIGATED AREAS, AS REQUIRED. APPROVED : FLA. REGISTRATION NO. DATE U) Z W to 0 U Z O U w D- U) 0 w w W 0 N N ao T Q� N 00 Cn O 4 0 C d Cn .o LLco co O LLJd. 00 0P N O a) co � O O �F LL C U OF AUTHORIZATION ZCERTIFICATES EB7318 LB6680 LC0337 ® ® MSB MSB DD DES. DWN. CHK. PROJECT / ALE NO. 07= 00203 DRAWING NO. IRR-1 DATE DRAWN: 30 OF 12/21 /07 3H. 34 , REFER TO DRAWING NO. IRR-1 FOR CON11NUA11011 A-30 A-11 1%2' 2.0 1%2' 51.9 GRAPHIC SCALE ( IN FEET ) 1 INCH = 1 FEET Call two full business days (but not more than five) before digging to find out where buried facilities (electric, gas, telephone, cable, water) are located. It's the Law! 1-800-432-4770 www. collsunshine.com FP&L (305) 347-3900 Sunshine State One Call of Fic NOTES CONTRACTOR TO VERIFY LOCATION Of ALL EXISTING UTILITIES. 2. IT SHALL BE THE CONTRACTOR'S SOLE RESPONSIBILITY TO TAKE THE NECESSARY PRECAUTIONS TO ENSURE PROPER SAFETY AND WORKMANSHIP WHEN WORKING IN THE VICINITY OF EXISTING UTILITY LINES. 3. CONTRACTOR SHALL BE RESPONSIBLE TO COORDINATE WITH FPL ON ANY WORK IN THE VICINITY Of OVERHEAD OR UNDERGROUND POWER LINES. 4. CONTRACTOR SHALL VERIFY PROPER CLEARANCE BELOW EXISTING OVERHEAD POWER LINES PRIOR TO WORKING WITHIN THE VICINITY THE POWER LINES. 5. MAINLINE LOCATION, WHERE SHOWN, IS FOR GRAPHIC CLARITY PURPOSES ONLY. INSTALL AT THE BACK OF CURB, FRONT OF WALK, BACK OF WALK, OR ADJACENT TO OTHER HARDSCAPES TO FACILITATE FUTURE LOCATION AND TO PROTECT FROM DAMAGE. ENSURE MAINLINE IS INSTALLED ACCORDING TO THE IRRIGATION SPECIFICATIONS AND DETAILS. G. IF IT IS NECESSARY TO HAVE PIPING UNDER HARDSCAPE ITEMS, SUCH AS ROADS, WALKS AND PATIOS, THE PIPES MUST BE SLEEVED USING SCH 40 PVC WITH THE SLEEVE DIAMETER BEING AT LEAST TWICE THE SIZE OF THE PIPE IT IS CARRYING. 7. THERE SHALL BE TWO COMMON WIRES FOR EACH CONTROLLER/ET MANAGER (SEE RAINBIRD ET MANAGER WIRING DIAGRAM, SHEET IRD-2), COMMON A (TURF) AND COMMON B (SHRUB/DRIP). SEE VALVE SCHEDULE, SHEET IRD-1 , FOR ZONE WIRE NUMBER. 8. THE WATER SOURCE IS RECLAIMED WATER. ALL SYSTEM COMPONENTS MUST COMPLY WITH THE LAW. PROPERLY MARK/IDENTIFY ALL PIPING, VALVES, SPRINKLER HEADS, VALVE BOXES, CONTROLLERS, AND IRRIGATED AREAS. COLOR CODE USING 'PANTONE PURPLE' AND PROPERLY SIGN IRRIGATED AREAS, AS REQUIRED. z z O 0 APPROVED: FLA. REGISTRATION NO. DATE F W N 0 O Z O U — W IL — > z o Lil fN W � 0 N Uj co �N CO L— T ^ 6 > Q 4 co G co, O� i vj .Q ti a� co . .0 CD N cr- �� qT LL CERTIFICATES OF AU7HORIZATION: E87318 LB6680 LC0337 MSB MSB I DD DES. DWN. I CHK. PROJECT / FILE NO. 07- 00203 DRAWING N0. IRR-2 DATE DRAWN: I 3�F 2/21 /07 sH. 34 , IRRIGATION 5CHEDULE VALVE 5CHEDULE SYMBOL MAN UPACTUKER/MODEUDE5CRIPTION QTY ARC PSI GPM RADIUS SYMBOL MANUFACTURER/MODEUDE5CRIPTION QTY PSI GPM RADIUS CONTROLLER A Rain Bird 180G-5AM-PR5-NP 15 Strip Series 10 55T 30 1.2 4'x3O' Rain Bird 3504-PC-5AM-NP 43 45 1. I 2 P NUMBER MODEL 51ZE TYPE P51 GPM PRECIP WIRE G" popup with check valve, pressure regulator, purple cap. Turf Rotor, 4" popup, adjustable and full circle, with A- I Rain Bird PE55R-PR5-D 1-1 /2" Turf Rotor 5G.59 G5.75 0.47 m/h A non -potable cover and check valve A-2 Rain Bird PE515R-PR5-D 1-1 /2" Turf Spray 35.45 49.8G 1 .23 in/h A 01 Rain Bird 180C-5AM-PR5-NP 10 Series MPR 50 180 30 0.8 10' T A-3 Rain Bird XCZ- 150-COM 1-1 /2" Drip 39.73 28.84 O.G4 in/h B G" popup with check valve, pressure regulator, purple cap. Rain Bird 5004-MPR-5AM-NP 2 45 1.4 25' A-4 Rain Bird PE5BR-PR5-D 1 -1 /2" Turf Spray 37.89 51.80 0.9G in/h A Turf Rotor, 4" pop-up, matched precipitation rotor, A-5 Rain Bird PE5BR-PP,5-D 1-1 /2" Turf Spray 3G.5G G4.04 0.53 m/h A p Rain Bird 18CG-5AM-PR5-NP 10 Series MPR 3 90 30 0.4 10' Seal-A-Matic check valve, non -potable purple cap, arc and A-G Rain Bird PE5BR-PR5-D 1-1 /2" Shrub Spray 40.33 G9.74 1 .2G in/h B G" popup with check valve, pressure regulator, purple cap. radius as per symbol. 25 ft=red, 30 ft=green, 35ft=beige A-7 Rain Bird PE55R-PR5-D 1-1 /2" Turf Spray 37.95 GO.09 0.9G in/h A H A-8 Rain Bird XCZ- 150-COM 1-1 /2" Drip 37.07 19.32 O.C4 in/h 5 Rain Bird 180G-5AM-PR5-NP 12 Series MPR 9 3GO 30 2.G 12' �5 Rain Bird 5004-MPR-5AM-NP I G 45 2.0 25' A-9 Rain Bird PE5BR-PR5-D 1-1 /2" Turf Spray 34.71 58.05 1.21 in/h A G" popup with check valve, pressure regulator, purple cap. Turf Rotor, 4" pop-up, matched precipitation rotor, A- 10 Rain Bird PE5BR-PR5-D . 1-1 /2" Turf Spray 34.61 55.GO 1.08 in/h A Seal-A-Matic check valve, non -potable purple cap, arc and A- I I Rain Bird PE5BR-PR5-D 1-1 /2" Shrub Spray 3G. 19 5 I .8G 1.33 in/h B 0 Rain Bird 180G-5AM-PR5-NP 12 Series MPR 30 150 30 1.3 12' radius as per symbol. 25 ft=red, 30 ft=green, 35ft=beige A-1 2 Rain Bird PE5BR-PR5-D 1-1 /2" Shrub Spray 40.21 G7.93 1 .2G m/h B G" popup with check valve, pressure regulator, purple cap. F A- 13 Rain Bird PE5BR-PR5-D 1 -1 /2" Turf Spray 37.51 59.85 0.98 in/h A 2@5 Rain Bird 5004-MPR-5AM-NP 2 45 3.8 25' A-14 Ram Bird PE5BR-PR5-D 1-1 /2" Turf Spray 35.41 G2.59 0.88 in/h A Rain Bird 180G-5AM-PR5-NP 15 Series MPR 8 3GO 30 3.7 15' Turf Rotor, 4" pop-up, matched precipitation rotor, A- 15 Rain Bird PE513R-PR5-D 1-1 /2" Turf Rotor 5 1 .GG 24.92 0.42 m/h A G" popup with check valve, pressure regulator, purple cap. Seal-A-Matic check valve, non -potable purple cap, arc and A- I G Rain Bird PE5BR-PR5-D 2" Turf Spray 40.17 82.95 1.28 in/h A radius as per symbol. 25 ft=red, 30 ft=green, 35ft=beige A-17 Rain Bird PE513R-PR5-D 2" Shrub Spray 40.40 85.45 1. 17 in/h B Rain Bird 180G-5AM-PR5-NP 15 Series MPR 70 180 30 1.9 15' 4 A-18 Rain Bird PE5BR-PR5-D 1-1 /2" Turf Rotor 52.57 G7.53 0.5G in/h A G" popup with check valve, pressure regulator, purple cap. 30 Rain Bird 5004-MPR-5AM-NP 1 1 45 1.4 30' A-19 Rain Bird PE5BR-PR5-D 1 -1 /2" Shrub Spray 39.35 GG.47 1.24 in/h B Turf Rotor, 4" pop-up, matched precipitation rotor, A-20 Rain Bird PESBR-PR5-D I -1 /2" Turf Spray 3G. 13 C 1.35 1.38 in/h A 0 Rain Bird 180G-5AM-PR5-NP 15 Series MPR 19 90 30 0.9 15' Seal-A-Matic check valve, non -potable purple cap, arc and A-21 Rain Bird XCZ- 150-COM 1 -1 /2" Drip 45.24 G9.4G O.G4 in/h B G" popup with check valve, pressure regulator, purple cap. radius as per symbol. 25 ft=red, 30 ft=green, 35ft=beige A-22 Rain Bird PE58R-PR5-D 1-1 /2" Shrub Spray 38.50 31.57 1 .5G in/h B T A-23 Rain Bird PE5BR-PR5-D 1-1 /2" Turf Spray 35.42 G 1 .3G 1 .31 m/h A 0 Rain Bird 180G-5AM-PR5-NP 15 Series MPR 20 120 30 1.2 15' 30 Rain Bird 5004-MPR-5AM-NP 4 45 1.9 30' A-24 Rain Bird PE55R-PR5-D I -1 /2" Shrub Spray 38.22 G3.7G 1 .2G in/h A C" popup with check valve, pressure regulator, purple cap. Turf Rotor, 4" pop-up, matched precipitation rotor, A-25 Rain Bird XCZ- 150-COM 1 -1 /2" Drip 47. 1 1 49.35 O.G4 in/h B Seal-A-Matic check valve, non -potable purple cap, arc and A-2G Rain Bird PE5BR-PR5-D 1-1 /2" Turf Rotor 53.GO G7.92 0.54 in/h A Rain Bird 18OG-5AM-PR5-NP 15 Series MPR 2 270 30 2.5 15' radius as per symbol. 25 ft=red, 30 ft=green, 35ft=beige A-27 Rain Bird PESBR-PRS-D I " Turf Rotor 48.50 8.48 0.40 in/h A G" popup with check valve, pressure regulator, purple cap. H A-28 Rain Bird PE5BR-PR5-D 1-1 /2" Shrub Spray 35.59 70.59 1.3 1 in/h B 3Q Rain Bird 5004-MPR-5AM-NP G7 45 3.0 30' A-29 Rain Bird XCZ- 150-COM 1-1 /2" Drip 44.51 4G.57 O.G4 in/h B cm Rain Bird 181 2-5AM-PR5-NP 15 Strip Series 25 EST 30 O.G 4'x 15' Turf Rotor, 4" pop-up, matched precipitation rotor, A-30 Rain Bird XCZ- 150-COM 1-1 /2" Drip 44.05 G2.0 I O.G4 in/h B 12" popup with check valve, pressure regulator, purple cap. Seal-A-Matic check valve, non -potable purple cap, arc and radius as per symbol. 25 ft=red, 30 ft=green, 35ft=beige CONTROLLER B Rain Bird 181 2-5AM-PR5-NP 15 Strip Series 27 55T 30 1.2 4'x3O' F 12" popup with check valve, pressure regulator, purple cap. 30 Rain BIrd.5004-MPR-5AM-NP 2 45 5.6 30' NUMBER MODEL SIZE TYPE P51 GPM PRECIP WIRE Turf Rotor, 4" pop-up, matched precipitation rotor, B- I Rain Bird PE55R-PR5-D 1-1 /2" Shrub Spray . 39.51 G7.71 1.54 in/h B ap Rain Bird 181 2-5AM-PR5-NP 5 Series MPR 3 90 30 0.1 5' Seal-A-Matic check valve, non -potable purple cap, arc and B-2 Rain Bird PE5BR-PR5-D 1-1 /2" Turf Rotor 52.14 20.14 0.40 in/h A 12" popup with check valve, pressure regulator, purple cap. radius as per symbol. 25 ft=red, 30 ft=green, 35ft=beige B-3 Rain Bird PE5BR-PR5-D 1-1 /2" Turf Rotor 50.87 48.G4 0.5 1 in/h A B-4 Rain Bird XCZ- 150-COM 1 -1 /2" Drip 4G. 14 38.97 O.G4 m/h B ® Rain Bird 181 2-5AM-PR5-NP 8 Series MPR G8 150 30 0.5 8' B-5 Rain Bird PE5BR-PR5-D I" Turf Rotor 48.9C I G.9G 0.39 in/h A 12" popup with check valve, pressure regulator, purple cap. SYMBOL MANUFACTURER/MODEUDE5CRIPTION QTY B-G Rain Bird PE5BR-PR5-D 1-1 /2" Shrub Spray 35.83 G4.94 1.40 in/h B B-7 Rain Bird PE5BR-PR5-D I.-1 /2" Shrub Spray 37.93 35.91 1 .40 in/h B ® Rain Bird 181 2-5AM-PR5-NP 8 Series MPR I G 90 30 0.3 8' Rain Bird XCZ- 150-COM 7 12" popup with check valve, pressure regulator, purple cap. High flow control zone kit with 1- 1 /2" PE5B valve, two I " filters and two 40p5i pressure regulators. ® Rain Bird 161 2-5AM-PR5-NP 8 Series MPR 13 120 30 0.4 8' 12" popup with check valve, pressure regulator, purple cap. ......•.�•.m�....... -•••••• .•mm.. Area to Receive Dripline Rain Bird LD-OG-1 2 25,081 s.f. M Rain Bird 181 2-5AM-PR5-NP 10 Series MPR 255 180 30 0.8 10' Landscape Dripline with O.G I gph emitters at 12" o.c. 12" popup with check valve, pressure regulator, purple cap. Dripline laterals spaced at 12" apart, with emitters offset for triangular pattern. ® Rain Bird 181 2-5AM-PR5-NP 10 Series MPR 91 90 30 0.4 10' 12" popup with check valve, pressure regulator, purple cap. SYMBOL MANUFACTURER/MODEUDESCRIPTION QTY ® Rain Bird 161 2-5AM-PR5-NP 10 Series MPR 101 120 30 0.5 10' 12" popup with check valve, pressure regulator, purple cap. Rain Bird PE5BR-PR5-D 30 Electric remote control valve for reclaimed water ® Rain Bird 181 2-5AM-PR5-NP 12 Series MPR 18 150 30 1.3 12' applications with scrubber mechanism and pressure 12" popup with check valve, pressure regulator, purple cap. regulator. i ® Rain Bird 181 2-5AM-PR5-NP 12 Series MPR G 90 30 0.7 12' ET Rain Bird ETMI 2 12" popup with check valve, pressure regulator, purple cap. ET Manager Control Device, ETMi-OE: ETMI Outdoor Enclosure, ETMi-ANT: ETMI Remote Antenna Kit ® Rain Bird 181 2-5AM-PR5-NP 12 Series MPR 2 120 30 0.9 12' 12" popup with check valve, pressure regulator, purple cap. ©A Rain Bird E5PLXM 32 Stations I Rain Bird E5P-LX Modular Series. Modular controller up to G Rain Bird 181 2-5AM-PR5-NP 15 Series MPR 3 3GO 30 3.7 15' 32 stations maximum with E5PLXM5M4- 4 station and 12" popup with check valve, pressure regulator, purple cap. E5PLXM5M8- 8 station modules. Install the proper number of modules to accomodate the number of stations in the ® Ram Bird 181 2-5AM-PR5-NP 15 Series MPR 21 150 30 1.9 15' scope of work. 12" popup with check valve, pressure regulator, purple cap. I © Rain Bird E5PLXM 12.5tations I ® Ram Bird 151 2-5AM-PR5-NP 15 Series MPR G7 90 30 0.9 15' Rain Bird E5P-LX Modular Series. Modular controller up to 12" popup with check valve, pressure regulator, purple cap. 32 stations maximum with E5PLXM5M4- 4 station and E5PLXM5M8- 8 station modules. Install the proper number ® Rain Bird 15 1 2-5AM-PR5-NP 15 Series MPR 23 120 30 1.2 15- of modules to accomodate the number of stations in the 12" popup with check valve, pressure regulator, purple cap. scope of work. ® Rain Bird 151 2-5AM-PR5-NP 15 Series MPR I' 240 30 2.5 . 15' ® Rain Bird ETM-RG 2 12" popup with check valve, pressure regulator, purple cap. Tipping Ram Gauge Rain Bird 180G-SAM-PR5-NP 15 Strip Series 34 55T 30 1.2 4'x3O' M1 Water Meter 3" 1 G" popup with check valve, pressure regulator, purple cap. M2 Water Meter 1-1 /2" 1 ® Rain Bird 180G-SAM-PR5-NP 10 Series MPR G8 150 30 0.8 10' G" popup with check valve, pressure regulator, purple cap. Pili Point of Connection 4" I ® Rain Bird 180G-5AM-PR5-NP 10 Series MPR 3 90 30 0.4 10' Irrigation Lateral Line: PVC Class 200 24,359 Lf. G" popup with check valve, pressure regulator, purple cap. Irrigation Mainline: PVC Class 200 4,328 Lf. ® Rain Bird 180G-SAM-PR5-NP 12 Series MPR 34 180 30 1.3 12' G" popup with check valve, pressure regulator, purple cap. Pipe Sleeve: PVC Schedule 40 1,920 Lf. Typical pipe sleeve for irrigation pipe. Pipe sleeve size shall Rain Bird 18CG-5AM-PR5-NP 12 Series MPR 4 90 30 0.7 12' allow for irrigation piping and their related couplings to G" popup with check valve, pressure regulator, purple cap. easily slide through sleeving material. Extend sleeves 18 inches beyond edges of paving or construction. ® Rain Bird 180G-5AM-PR5-NP 12 Series MPR 5 270 30 2.0 12' Valve Callout G" popup with check valve, pressure regulator, purple cap. # Valve Number ® Rain Bird 180G-SAM-PR5-NP 15 5erie5 MPR 30 3GO 30 3.7 15' G" popup with check valve, pressure regulator, purple cap. #" # Valve Flow ® Rain Bird 180G-5AM-PR5-NP 15 Series MPR 8G 180 30 1.9 15' Valve Size C" popup with check valve, pressure regulator, purple cap. Rain Bird 18CG-SAM-PR5-NP 15 Series MPR 3 90 30 0.9 15' G" popup with check valve, pressure regulator, purple cap. ® Rain Bird 180G-5AM-PR5-NP 15 Series MPR 5 120 30 1.2 15' G" popup with check valve, pressure regulator, purple cap. ® Ram Bird 18OG-5AM-PR5-NP 15 Series MPR 13 270 30 2.8 15' G" popup with check valve, pressure regulator, purple cap. APPROVED FLA. REGISTRATION NO. DATE : z w N o Z O WV) EL - z > 0 Lil w Of !IllllSkal 0 N =N co N 00 >r t; rn� -�� to c �M O OtC$ x� Co = cri`oW0) u. 00 co a Ch CM CO J �co 'o � d- LL e c v Uj ZCERTIFICATES OF AUTHORIZATION: ®EB7318 LB6680 LC0337 0 MSB MS B DD DES.' DWN. CHK. Q PROJECT / FILE NO. 07- 00203 DRAWING NO. IRD-1 DATE DRAWN: 32 12/21 /07 SH. 4447 Ra/N'i fi'/R,O RI n�� 6/Rv R.a/Nri B/R,D P SPECB ONLINE \1I5H GRADEITOP OF MULCH )P-UP SPRAY SPRINKLER: 2AI N BIRD 15OG /C LATERAL PIPE VING A55EMBLY: FAIN BIRD MODEL SA G050 /C SCH 40 TEE OR ELL IU WALL OR STRUCTURE 02 FINISH GRADQTOP OF MULCH OPOP-UP SPRAY SPRINKLER: RAIN BIRD I80G-5AM-PR5 ® PVC 5CH 80 NIPPLE (LENGTH AS REQUIRED) O PVC 5CH 40 RISER PAINTED FLAT BLACK (LENGTH AS REQUIRED) © PVC 5CH 40 ELL 7D PVC 5CH 40 STREET ELL ® PVC 5CH 40 TEE OR ELL O PVC LATERAL PIPE 10 TWO (2) STAINLESS STEEL HOSE CLAMPS I I I" X I" STEEL ANGLE, 24" DEPTH NOTE: INSTALL TOP OF HEAD TO MATCH SURROUNDING PLANT MATERIAL (NOT INCLUDING POP-UP PORTION. SEE LANDSCAPE PLANS AND PLANT LIST. O FIN15H GRADE/TOP OF MULCH OPOP-UP SPRAY SPRINKLER: RAIN BIRD 1812 OPVC 5CH 80 NIPPLE OPVC (LENGTH AS REQUIRED) SCH 40 ELL 50 PVC 5CH 40 STREET ELL OPVC 5CH 40 TEE OR ELL OPVC LATERAL PIPE Rain Bird 180G-5AM-PR5-NP Pop-up 5pray Rain Bird 180G-5AM-PR5 Pop-up Spray on Riser Rain Bird 181 2-5AM-PR5-NP Pop-up Spray SPECS ELECTRICAL SPECIFICATIONS hZSPECS ONLINE OID TAG: RAIN BIRD VID SERIES O REMOTE CONTROL VALVE: 0 24 VAC 50/GO Hz (CYCLES/SEC.) SOLENOID RAIN BIRD PE513-PR5-1) • INRUSH CURRENT: 0.41 A (9.84 VA) AT GO Hz WITH NP-HAN • HOLDING CURRENT: 0.28 A (G.72 VA) AT GO Hz O VALVE BOX WITH COVER, • COIL RESISTANCE: 30-39 OHMS RAIN BIRD VD -STD OFINISH GRADE/TOP OF MULCH O PVC SCH 80 NIPPLE (CLOSE) PEB SERIES VALVE PRESSURE LOSS O PVC SCH 40 ELL FLOW 100-PEB P51 1 50-PEB P51 200-PE13 PSI GPM L055 L055 L055 OPVC 5CH 80 NIPPLE (LENGTH AS REQUIRED) 5 1.7 I O BRICK (i OF 4) 10 1.5 I I PVC MAINLINE PIPE 20 2.9 12 SCH 80 NIPPLE (2-INCH LENGTH, HIDDEN) AND 30 5.G 3.G 5CH 40 ELL 40 3.5 13 PVC SCH 40 TEE OR ELL 50 3.G 14 PVC SCH 40 MALE ADAPTER 15 PVC LATERAL PIPE 75 5.4 4.5 G1G3.0-INCH MINIMUM DEPTH OF 00 5'2 3/4-INCH WASHED GRAVEL 125 8.2 Rain Bird PEB-PR5-D Remote Control Valve O30-INCH LINEAR LENGTH OF WIRE, COILED OWATERPROOF CONNECTION RAIN BIRD SPLICE -I (I OF 2) AIRNACUUM RELIEF VALVE: RAIN BIRD AR VALVE KIT (INSTALL AT HIGH POINT (D TOP OF MULCH IN LANDSCAPE SYSTEM) O FINISH GRADE O30-INCH 3 LINEAR LENGTH OF WIRE, COILED OWATERPROOF 4 CONNECTION: RAIN BIRD SPLICE -I (I OF 2) O ID TAG: RAIN BIRD VID SERIES A ' © VALVE BOX WITH COVER: RAIN BIRD VB-JMB EDGE OF PAVING PVC SCH 80 NIPPLE, CLOSE SUPPLYPVC 7 0 (I 0F3) 5H 40 PVC 5CH 80 NIPPLE WITH COMPRESSION FITTINGS: ® (LENGTH AS REQUIRED) RAIN BIRD GOO-CF-I SCH 40 ELL OPVC CONTROL ZONE KIT: SCH 80 NIPPLE (2-INCH RAIN BIRD OPVC 10 LENGTH, HIDDEN) AND v XCZ_ 150-B-COM PVC SCH 40 ELL PVC 5CH 40 TEE OR ELL LANDSCAPE DRIPLINE TUBING: I I RAIN BIRD LANDSCAPE DRIPUNE ©BRICK I (I OF 4) POTABLE - LD-OG-12 3-INCH MINIMUM DEPTH OF 13 3/4-INCH WASHED GRAVEL EXHAUST HEADER 14 PVC MAINLINE CONTROL ZONE KIT: RAIN BIRD — SPRINKLER ON PVC LATERAL IN 5 MODEL XCZ- 15000M IDEAL SPACING PATTERN (TYP.) I G G PVC 5CH 80 UNION FOR SERVICING ASSEMBLY Q PVC 5CH 40 MALE ADAPTER F 18 PVC LATERAL PIPE -- EDGE OF TURF EASY FIT COMPRESSION FITTINGS: COUPLING - RAIN BIRD MDCFCOUP FLUSH CAP - RAIN BIRD MDCFCAP Rain Bird XCZ- 150-B-COM Rain Bird Landscape Dripime LOCATION OF PUBLIC WATER SYSTEM MAINS IN ACCORDANCE WITH F.A.C. RULE G2-555.314 Other Pipe Horizontal Separation Crossings (I) Joint Spacing @ Crossings (Full Joint Centered) Water Main Water Main Alternate 3 ft. minimum Storm Sewer, Stormwater Force Main, 3 ft. minimum 12 inches is the minimum, except for storm sewer, then G inches is the minimum and Water Main Reclaimed Water (2) 12 inches is preferred Water Main Water Main Alternate 3 ft. minimum 10 ft. preferred 12 inches is preferred G inches is the minimum Water Main Vacuum Sanitary Sewer G ft. minimum Alternate G ft. minimum Water Main Water Mam Gravity or Pressure Sanitary Sewer, 10 ft. preferred 12 inches Is the minimum, except for gravity sewer, then Water Main Sanitary Sewer Force Main, G ft. minimum (3) G inches is the minimum and Reclaimed Water (4) 12 inches is preferred On -Site Sewage Treatment Disposal System 10 ft. minimum --- -- (1) Water main should cross above other pipe. When water main must be below other pipe, the minimum separation is 12 inches. (2) Reclaimed water regulated under Part III of Chapter G2-G 10, F.A.C. (3) 3 ft. for gravity sanitary sewer where the bottom of the water main is laid at least G inches above the top of the gravity sewer. (4) Reclaimed water not regulated under Part III of Chapter G2-G 10, F.A.C. FDEP Separation Details OUTSIDE WALL O HYBRID CONTROLLER RAIN BIRD ESP OUTDOOR WALL MOUNT O1.5-INCH PVC SCH 40 CONDU AND FITTINGS OWIRES TO REMOTE CONTROL VALVES OJUNCTION 13OX 05 1-INCH PVC SCH 40 CONDUIT TO POWER SUPPLY. Rain Bird E5P-LX Controller CONTROL ZONE KIT: RAIN BIRD XCZ- 150-B-COM AIR/VACUUM RELIEF VALVE: RAIN BIRD AR VALVE KIT (INSTALL AT HIGH POINT IN LANDSCAPE SYSTEM) LATERAL LANDSCAPE DRIPLINE TUBING: RAIN BIRD LANDSCAPE DRIPLINE POTABLE - LD-013-1 2 ZONE LIMITS EXHAUST HEADER SUPPLY HEADER PVC 5CH 40 WITH COMPRESSION FITTINGS: RAIN BIRD GOO-CF-I A EASY FIT COMPRESSION FITTINGS: COUPLING - RAIN BIRD MDCFCOUP F FLUSH CAP - RAIN BIRD MDCFCAP Rain Bird Landscape Dripline 4" MIN. CLEARANCE I0•1111� 1. ALL PVC IRRIGATION 51 FEVING TO BE SCHEDULE 40. 2. ALL JOINTS TO BE SOLVENT WELDED AND WATERTIGHT. 3. WHERE THERE IS MORE THAN ONE SLEEVE, EXTEND SMALLER SLEEVE TO 24" MIN. ABOVE FINISH GRADE. 4. MECHANICALLY TAMP TO 95% PROCTOR. Irrigation 51eeving Detail N. TO GRADE IIN. GROUND IN15H GRADE OTOR POP-UP SPRINKLER: RAIN BIRD 3504-PC VC SCH 80 NIPPLE (LENGTH AS REQUIRED) VC SCH 40 ELL VC 5CH 40 STREET ELL VC LATERAL PIPE VC 5CH 40 TEE OR ELL Rain Bird 3504-PC-5AM-NP Rotor 24 VAC RAIN BIRD E9PAX CONTROLLER STATIONS I 2 ... 29 30 COM RAIN BIRD ET MANAGER 09 VOLT BATTERY O2 EXTERNAL ANTENNA (ETMI-ANT) 0 TIPPING RAIN GAUGE (am-RG) VALVE GROUP A VALVE GROUP B (TURF) (SHRUB/DRIP) Rain Bird ET Manager Wiring Diagram / COMMON WIRE - A (TURF) r COMMON WIRE - B OHRUB/DRIP) WIRE WIRE WIRE WIRE ID RAIN BIRD ET MANAGER O RAIN BIRD ESP-LX VALVE GROUP A VALVE GROUP B (TURF) (SHRUB/DRIP) Rain Bird ET Manager Common/Control Wiring Diagram SECTION VIEW MAINLINE, LATERAL, MAINLINE PIPE LATERAL PIPE AND WIRING IN WIRING IN CONDUIT THE SAME TRENCH o %/\\ .O\\\ O \�\\ i , /�\\ All • . r / 1 j / % • NOTES: 1. SLEEVE BELOW ALL HARDSCAPE ELEMENTS WITH SCH 40 PVC TWICE THE DIAMETER OF THE PIPE OR WIRE BUNDLE WITHIN. 2. FOR PIPE AND WIRE BURIAL DEPTHS SEE SPECIFICATIONS. Pipe and Wire Trenching vPq/N � B/R.D to H W s 0 V) v Z O FINISH GRADE O U OROTOR POP-UP SPRINKLER: RAIN BIRD 5004 a z o_ to LU O PRE -FABRICATED SWING JOINT: RAIN BIRD TSJ-075-PR5 uJ W WITH 45 PSI PRESSURE REGULATOR 40 PVC SCH 40 TEE OR ELL to OLATERAL PIPE17, o Rain Bird 5004-MPR-5AM-NP Rotor Installation Requirements 1 Electronic equipment and wires/cables connected to the electronic equipment shall be installed outside of the sphere of influence of the ground grid. This is necessary, to avoid re-mJecting the discharged lightning energy into the equipment and the underground wires and cables. 2 5pace grounding electrodes to prevent overlapping of spheres of influence. Rod spacing shall be twice the rod length. Examples - space 8-foot rods I G feet apart. space 10-foot rods 20 feet apart. See figures 2 to 8 for spacung of electrodes in various ground grids. 3 During the installation process, it is usually necessary to bend grounding conductors as they are installed inside the equipment, through conduit, and inside buildings. Sharp bends in conductors create complex ground geometry that shall be avoided. Straight wire runs and simple geometry provide significantly better grounding. These bends must have a minimum included angle of 90' and a minimum radius of 8". which equates to a standard I h" PVC sweep ell. Bonding/shielding conductors shall be installed 12" to 15" below the ground surface, directly over the major bundles of mires/cables, and shall be connected to all the grounding gnds at the equipment locations. 4 Ground rods shall be driven a minimum of 8' into the ground in a vertical or oblique position. The angle of the rod relative to the vertical shall be no more than 45'. 5 Ground plates shall be installed in a horizontal position a minimum of 30" below ground level and below the frost line. The Plate shall be installed flat at the bottom of the trench. G "Earth contact materials" may be poured in the trench in powder form or they can be mixed with water to create a slurry. The latter minimizes dust particles in the am and makes for a cleaner installation. When mixing earth contact material, use 3.5 gallons of water oath 50 pounds of material. Proper protective equipment shall be worn per the manufacturer's instructions. 7 Conduit and sweep ells used in grounding grids shall be plastic, as metallic types increase the inductance of the grounding conductors. 8 Ground clamps should be used W connect grounding conductors to ground rods on a temporary basis. Once satisfactory results are achieved, the clamps shall be replaced by permanent welded connections. solder shall never be used in mating connections as it melts during a lightning discharge. 9 The basic tools necessary for installing a grounding grid are: a) A machme capable of cutting a trench that is G" wide and 3G" deep. b) A sledgehammer or power hammer to drive ground rods into the soil. c) Aground rod sleeve that prevents the top of a ground rod from mushrooming when it is being driven into the soil. d)A Pont igniter to start the exothermic reaction in a Cadweld One-shot. TOP VIEW 8''�l 2" COPPER GROUND PLATE (4" X 9G" X .0G25") #G AWG 50L1D BARE COPPER WIRE ELECTRODE SPHERE OF �Sx INFLUENCE BOUNDARIES 1 I' MIN. l o' I\ GROUND ROD #G AWG SOLID (5/8" X I O')/ BARE COPPER WIRE DO NOT INSTALL ANY OTHER WIRES OR CABLE WITHIN THE SPHERE OF INFLUENCE CONTROLLER CONCRETE PAD CADWELD CONNECTION rl 2" 30" MIN. PVC SWEEP ELL 7 (1 1 /2" OR LARGER) EARTH CONTACT MATERIAL G AWG SOLID BARE COPPER WIRES GROUND PLATE -j GROUND ROD OR BELOW FR05TUNE, WHICHEVER 15 DEEPER FOUNDED 1970 A51C Grounding Detail I UNDISTURBED SOIL (TYPICAL) 0 N 02 CONCRETE THRUST BLOCK a? (rYPICAL) Cl) 3 PIPE (TYPICAL) 4 REBAR BENT AROUND S00 FITTING (TYPICAL) ^ 5 FITTING (TYPICAL) J Q 0) N O NOTES: Cl) o � 1. SUPPLY LINES 3-INCHE5 IN DIAMETER AND LARGER SHALL RECEIVE CONCRETE THRUST _ O tT! L L BLOCKS. � � 2. REFERTO PIPE MANUFACTURERS SPECIFICATIONS. CL OD FOR AMOUNT OF CONCRETE TO BE USED FOR v THRUST BLOCK 3. ALL MAINLINE FITTINGS SHALL BE HARCO DUCTILE N LCM c IRON FITTINGS. J a 6 Wj O �M LL Thrust Block Details Q W ZCERTIFICATES OF AUTHORIZATION: ® EB7318_LB6680 LC0337 MSB MSB DD DES. DWN. I CHK. PROJECT / FILE NO. 07-00203 DRAWING NO. IRD-2 R DATE DAWN: OF APPROVED : ® 12/21 /07 133 SH. 3 q- FLA. REGISTRATION NO. DATE IRRIGATION NOTES * SPECIFICATIONS controller wire; suitable for direct burial and continuous operation at rated voltages. MINIMUM RECOMMENDED IRRIGATION MAINTENANCE PROCEDURES The system has been designed to conform with the requirements of all applicable codes. Should any conflict exist, the requirements of the codes shall prevail. It is the responsibility of the owner/installation contractor to insure the entire system is installed according to all applicable laws, rules, regulations and conventions. Irrigation contractor responsible for obtaining all required permits according to federal, state and local laws. The scope of work 15 shown on the plans, notes and details. The Irrigation Contractor shall be certified as a CERTIFIED IRRIGATION CONTRACTOR by the Irrigation Association. The certification shall be current and in good standing. THE WORK The work specified in this section consists of furnishing all components necessary for the installation, testing, and delivery of a complete, fully functional automatic landscape irrigation system that completely complies with the irrigation plans, specifications, notes, details and all applicable laws, regulations, codes and ordinances. This work shall include, but not be limited to, the providing of all required material (pipe, valves, fittings, controllers, wire, primer, glue, etc.), layout, protection to the public, excavation, assembly, installation, back filling, compacting, repair of road surfaces, controller and low voltage feeds to valves, cleanup, maintenance, guarantee and as -built plans. All irrigated areas shall provide 1 00% head -to -head coverage from a fully automatic irrigation system with a rain sensor. The rain sensor shall be installed to prevent activation of rain sensor by adjacent heads. All watering procedures shall conform to local codes, as well as this project's regional Water Management District restrictions and regulations. Zones are prioritized first by public safety and then by hydraulic concerns. This sequencing will be a mandatory punch list item. These plans have been designed to satisfy/exceed the Florida Building Code (FBC) Appendix F and the Florida Irrigation Society Standards and Specifications for Turf and Landscape Irrigation Systems, fourth edition. Contractor shall verify all underground utilities 72 hours prior to commencement of work. It 15 the responsibility of the irrigation contractor to familiarize themselves with all grade differences, location of walls, retaining walls, structures and utilities. Do not willfully install the sprinkler system as shown on the drawings when it 15 obvious in the field that unknown obstruction, grade differences or differences in the area dimensions exist that might not have been considered in the engineering. Such obstructions, or differences, should be brought to the attention of the owner' authorized representative. In the event this notification 15 not performed, the irrigation contractor shall assume full responsibility for any revisions necessary. Irrigation contractor shall repair or replace all items damaged by their work. Irrigation contractor shall coordinate their work with other contractors for the location and installation of pipe sleeves and laterals through walls, under roadways and paving, etc. The contractor shall take immediate steps to repair, replace, or restore all services to any utilities which are disrupted due to their operations. All costs involved in disruption of service and repairs due to negligence on the part of the contractor shall be their responsibility. POINT OF CONNECTION (P.O.C.) The P.O.C. 15 a 1 -1 /2" and 3" water meter utilizing an existing 8" reuse water main stub -out. Meter A (3") must be capable of delivering a minimum of 140 G.P.M. at 80 PSI. Meter B (1 -1 /2") must be capiable of delivering a minimum of 80 G.P.M. at 80 PSI. Contractor shall verify these minimum conditions can be met prior to the begin irrigation system installation. If the conditions can not be met, the contractor must notify the designer prior to proceeding with the work. If the contractor does not do so, the contractor proceeds at their own risk and becomes responsible for any future work required to make the system perform as required. THE PIPE Pipe locations shown on the plan are schematic and shall be adjusted in the field. When laying out mainlines place a maximum of 18" away from either the back of curb, front of walk, back of walk, or other harcdscape to allow for ease in locating and protection from physical damage. Install all lateral pipe near edges of pavement or against buildings whenever possible to allow space for plant root balls. Always install piping inside project properties boundary. All pipes are to always be placed in planting beds. If it 15 necessary to have piping under hardscapes, such as roads, walks, and patios, the pipes must be sleeved using Sch 40 PVC with the sleeve diameter being twice the size of the pipe it 15 carrying with a minimum sleeve size of 2". Pipe sizes shall conform to those shown on the drawings. No substitutions of smaller pipe sizes shall be permitted, but substitutions of larger sizes may be approved. All damaged and rejected pipe shall be removed from the site at the time of said rejection. Z Mainline shall be Class 200 gasketed 'O' ring PVC with Harco ductile iron fittings (sized per plans). 21 Contractor to ensure all mainline ninina is broaerly restrained usina mechanical joint fittings. co restraining collars, threaded rods, thrust blocks, etc., as and where required. Contractor shall refer to pipe manufacturers recommended installation practices for further direction. 3 PVC pipe joint compound and primer: slow -drying, heavy duty cement and tinted (purple) primer that 15 compatible with the cement. The PVC cement shall be Weld -On 27 1 1 grey and the primer shall be Weld -On P70 purple primer, or approved equals. I 0 ELECTRICAL POWER SUPPLY a Electrical supply for pumps and controllers to be provided by irrigation contractor. Contractor to coordinate with local utilities for the installation of, and connection to, site available power supply's for required electrical components as set forth in the irrigation plans. Z All electrical to comply with the National Electrical Code and any, and all, other applicable electrical Q codes, laws and regulations. A licensed electrician shall perform all electrical hook-ups. Power for the controller shall be 120 volt, 20 amp. WIRING N Irrigation control wire shall be thermoplastic solid copper, single conductor, low voltage irrigation 0 a a: w _ m w Y J 0 O N O O I n n 0 0 N to r w 0 Tape and bundle control wires every 10' and run alongside the mainline. At all turns in direction make a 2' coil of wire. At all valve boxes coil wire around a 3/4" piece of PVC pipe to make a coil using 30 linear inches of wire. Make electrical connections with 3M-DBY,DBR connectors. Number all wires, using an electrical book of numbers, according to the plans. Number, wires in all valve boxes, junction boxes and at the controller. Wire sized, numbered and colored as follows: # 12 white for common # 12 spare black common # 14 red for hot wires # 14 spare yellow hot wire SPARE WIRES Run spare wires into every RCV valve box. Install a minimum of 2 common -and 4 hot wires, in all directions, to every RCV connected to its respective controller. Controller grounding - Contractor to utilize 4"X8'X5/8" copper grounding plates, 5/8"X 10' copper clad grounding rods, 'One Strike' CAD wells at all connection points, #G bare copper wire, and earth contact material. Install these and other required components as outlined in the detail. Contractor to verify that the earth to ground resistance does not exceed 10 ohms. Contractor shall provide a written certification, on a licensed electrical contractors letter head, showing the date of the test, controller location, and test results. Each controller shall be so grounded and tested. LAYOUT Lay out irrigation system mainlines and lateral lines. Make the necessary adjustments as required to take into account all site obstructions and limitations prior to excavating trenches. Stake all sprinkler head locations. Adjust location and make the necessary modifications to nozzle types, etc. required to insure 100% head to head coverage. Refer to the Edge', of Pavement. Detail on the Irrigation Detail Sheet. Spray heads shall be installed 4" from sidewalks or curbed roadways and 12" from uncurbed roadways and building foundations. Rotors shall be installed 4" from sidewalks .or curbed roadways, 1 2" from building foundations, and 30 from uncurbed roadways. Shrub heads shall be installed on 3/4" Sch 40 PVC risers. The risers shall be set at a minimum of 18" Off sidewalks, roadway curbing, building foundations, and/or any other hardscaped areas. Shrub heads shall be installed to a standard height of 4" below maintained height of plants and shall be installed within planted masses to be less visible and offer protection. Paint all shrub risers with flat black or forest green paint, unless irrigation system will be installed from a reuse water system with purple PVC risers. Locate valves prior to excavation. Insure that their location provides for easy access and that there- 15 no interference with physical structures, plants, trees, poles, etc. Valve boxes must be placed a minimum of 1 2" and a maximum of 15" from the edge of pavement, curbs, etc. and the top of the box must be 2" above finish grade. No valve boxes shall be installed in turf areas without approval by the irrigation designer - only In shrub beds. Never install in sport field areas. VALVES Sequence all valves so that the farthest valve from the P.O.C. operates first and Ithe closest to the P.O.C. operates last. The closest valve to the P.O.C. should be the last valve in the programmed sequence. Adjust the flow control on each RCV to ensure shut off in 10 seconds after deactivation by the irrigation controller. Using 3" high number stencils paint the valve number in white on the lid of each valve box. EQUIPMENT Bubblers shall be installed using Sch 80 nipples and shall be placed at the base of trees for low level watering. All pop-up heads and shrub risers shall be pressure compensating. All pop-up heads shall be mounted on flex -type swing joints. All sprinkler equipment not otherwise detailed or specified shall be installed as per manufacturer's recommendations and specifications, and according to local and state laws. TRENCHING Excavate straight and vertical trenches with smooth, flat or sloping bottoms. Trench width and depth should be sufficient to allow for the proper vertical and horizontal separation between piping as shown In the pipe installation detail on the detail sheet. Protect existing landscaped areas. Remove and replant any damaged plant material upon job completion. The replacement material shall be of the same genus and species, and of the size of the material it is replacing. The final determination as to what needs to be replaced and the acceptability of the replacement material shall be solely up to the owner or owner's representative. Cut all pipe square and deburr. Clean pipe and fittings of foreign material; then apply a small amount of primer while ensuring that any excess 15 wiped off immediately. Primer should not puddle or drip from pipe or fittings. Next apply a thin coat of PVC cement; first apply a thin layer to the pipe, next a thin layer inside the fitting, and finally another very thin layer on the pipe. Insert the pipe into the fitting. Insure that the pipe is inserted to the bottom of the fitting, then turn the pipe a U4 turn and hold for 10 seconds. Make sure that the pipe doesn't recede from the fitting. If the pipe isn't at the bottom of the fitting upon completion, the glue joint is unacceptable and must be discarded. Pipes must cure a minimum of 30 minutes prior .to handling and placing into trenches. A longer curing time may be required; refer to the manufacturer's specifications. The pipe must cure a minimum of 24 hours prior to filling with water. BACK FILL The Back fill G" below and G" above all piping shall be of clean sand and anything beyond that in the trench can be of native material but nothing larger than 2" in diameter. Main line pipe depth measured to the top of pipe shall be 30 minimum, including at vehicular crossings. Lateral line depths measured to top of pipe shall be: 18" minimum for 3/4"-3" PVC with a 30" minimum at vehicular crossings; 24" minimum for 4" PVC and above with a 30" minimum at vehicular crossings. Contractor shall backfill all piping, both mainline and laterals, prior to performing any pressure tests. The pipe shall be backfilled with the exception of 2' on each side of every joint (bell fittings, 90'5, tees, 45'5, etc.). These joints . shall not be backfilled until all piping has satisfactorily passed its appropriate pressure test as outlined below. FLUSHING Prior to the placement of heads, flush all lines for a minimum of 10 minutes or until lines are completely clean of debris, whichever is longer. Use screens in heads and adjust heads for proper coverage avoiding excess water on walls, walks and paving TESTING Remove all remote control valves and cap using a threaded cap. Fill mainline with water and pressurize the system to 125 PSI. (Monitor the system pressure at two gauge locations; the gauge locations must be at opposite ends of the mainline. With the same respective pressures, monitor the gauges for two hours. There can be no loss in pressure at either gauge for solvent -welded pipe. Gasketed piping shall lose no more water than allowed per the Florida State Building Code, Volume II Plumbing, Part VI, Appendix 'F'. Refer to this section for the formula to be used to calculate the maximum allowable water loss during the testing time. If these parameters are exceeded, locate the Problem; repair it; wait 24 hours and retry the test. This procedure must be followed until the mainline passes the test. The lateral lines must be filled and visually checked for leaks. Any leaks detected must be repaired. No pressure test of the lateral lines is required. Once the mainline and lateral lines have passed their respective tests, and the system is completely operational, a coverage test and demonstration of the system 15 required. The irrigation contractor must demonstrate to the owner, or his/her representative that proper coverage 15 obtained and that the system works automatically from the controller. This demonstration requires that each zone 15 turned on, in the proper sequence as shown on the plans, from the controller. Each zone will be inspected for proper coverage and function. The determination of proper coverage and function IS at the sole discretion of the owner or owner's representative. Operational Testing - Upon completion of back filling, finish grading and contouring, test the entire system for proper operation; including electrically actuating the remote control valves. Run each zone until water begins to puddle or run off. This will allow you to determine the number of irrigation start times necessary to meet the weekly evapotranspiration requirements of the planting material in each zone. In sandy soils no puddling will occur, instead; calculate the required run times. SUBMITTALS The contractor must submit for approval, prior to installation, copies of the manufacturer's cut sheets/specifications for all components to be used in the irrigation system. After project completion, and as a condition of final acceptance, the irrigation contractor shall provide the owner with a high quality,. accurate, and legible set of as -built drawings. The as -bunts must identify all remote control valves, gate valves, ball valves, splice boxes, controllers, mainline, sleeving, and low voltage wiring. Each of these items is to be located using a submeter GPS system. The irrigation contractor must also provide accurate, informative, and easy to follow and understand operation and maintenance manuals for all components of the irrigation system. Controller charts - Upon completion of "as -built" prepare controller charts; one per controller. Indicate on each chart the area controlled by a remote control valve (using a different color for each zone). This chart shall be reduced to a size that will fit inside of the controller door. The reduction shall be hermetically sealed inside two 2ml pieces of clear plastic. Furnish extra materials described below that match products Installed and that are packaged with protective covering for storage and identified with labels describing contents. Include tools to service these products.. I . Sprinkler Units: Five of each unit for each type and size installed, but no fewer than two units. 2. Emitter Units: Five of each unit for each type and size installed, but no fewer than two units. 3. Drip Tube Units: Five of each unit for each type and size installed, but no fewer than two units. FINAL ACCEPTANCE Final acceptance of the irrigation system will be given after the following documents and conditions have been completed and approved. Final payment will not be released until these conditions are satisfied. I . Final walk-thru and correction of all punch list items. 2. Completion and acceptance of 'as -built' drawings. 3. Acceptance of required controller charts and placement inside of controllers. 4. Turn over of all required parts and tools as outlined in the project specifications. GUARANTEE: The irrigation systems shall be guaranteed for a minimum of one calendar year from the time of final acceptance. I . Every irrigation zone should be checked monthly and written reports generated describing the dates) each zone was inspected, problems identified, date problems repaired, and a list of materials used in the repair. At minimum, these inspections should include the following tasks: A. Turn on each zone from the controller to verify automatic operation. B. Check schedules to ensure they are appropriate for the season, plant and soil type, and irrigation method. Consult an I.A. certified auditor for methods used in determining proper irrigation scheduling requirements. C. Check remote control valve to ensure proper operation. D. Check setting on pressure regulator to verify proper setting, if present. E. Check flow control and adjust as needed; ensure valve closure within 10-1 5 seconds after deactivation by controller. F. Check for leaks - mainline, lateral lines, valves, heads, etc. G. Check all heads as follows: • Proper set height (top of sprinkler 15 1 " below mow height) • Verify head pop-up height - G" in turf, 1 2" in ground cover, and pop-up on riser in shrub beds. • Check wiper seal for leaks - if leaking, clean head and re -inspect. If still leaking, replace head with the appropriate head with pressure regulator and built-in check valve. • All nozzles checked for proper pattern, clogging, leaks, correct make * model, etc. - replace as needed • Check for proper alignment - perfectly vertical; coverage area 15 correct; minimize overspray onto hardscapes. • Riser height raised/lowered to accommodate plant growth patterns and ensure proper coverage. • Verify the pop-up riser retracts after operation. If not, repair/replace as needed. 2. Check controller/C.C.U. grounds for resistance (1 0 ohms or less) once per year. ubmit written reports. 3. Check rain shut-off device monthly to .ensure it functions properly. 4. Inspect all filters monthly and clean/repair/replace as needed. 5. Inspect backflow devices by utilizing a properly licensed backflow inspector. This should be done annually, at minimum. G. Inspect all valve boxes to ensure they are in good condition, lids are in place and locked. 7. Check pump stations for proper operation, pressures, filtration, settings, etc. - refer to pump station operations manual. 8. Check and clean intake screens on all suction lines quarterly, at minimum. Clean and/or repair, as needed. 9. Winterize, if applicable, as weather in your area dictates. Follow manufacturer recommendations and blow out all lines and equipment using compressed air. Perform seasonal startup of system as per manufacturer recommendations. 10. Conduct additional inspections, maintenance tasks, etc. that are particular for your site. APPROVED FLA. REGISTRATION NO DATE : P Z w N 0 U Z o U — W a 0 > s Lv W W 0 N ocn LLJ N N T > o rnC zvs M O ocis V V/ LL 00 OD 0) CrJ 4) N o�� ��o � o "tr U_ ONO" Z CD CERTIFICATES OF AUTHORIZATION: EB7318 LB6680 LC0337 MSB MSB DD DES. DIM. CHK. PROJECT / FILE NO. 07- 00203 DRAWING NO. IRN-1 DATE DRAWN:�347 2/21 /07 s3 ITEM NUMBER IV. B. PUBLIC HEARING Orange County Belmere PD 1. Annexation, Parcel H 2. Substantial Change to the Land Use Plan Mayo S. Scott Vandergrift City Manager Robert Frank STAFF REPORT TO: Planning & Zoning Commission FROM: Michael Rumer, Principal Planner DATE: March 11, 2008 RE: Annexation of Tract H, Belmere PD Project # Ax-06-07-09 Commission District # 3 — Rusty Johnson ISSUE: Commissioners Gary Hood, District 1 Scott Anderson, District 2 Rusty Johnson, District 3 Joel F. Keller, District 4 Should the Planning & Zoning Commission (LPA) recommend approval of the Annexation of Tract H of the Belmere PD? BACKGROUND: Parcel Size: 26.64t Acres Parcel Identification Numbers: Lot 1 - 31-22-28-5477-01-000, Lot 2 - 31-22-28-5477-02-000, Lot 3 - 31-22-28-5477-03-000, and Tract A - 31-22-28-5477-00-001. General Location: The subject property is located on the southwest corner of the intersection of Roberson Road and Maguire Road. Direction Future Land Use Zoning Classification Existing Use North Rural (Orange Count A-1 Agriculture Single -Family Residence / Vacant East Commercial/Low Density Residential PUD Commercial / PUD Low Density Meadow Ridge PUD Commercial / Single Family South Rural (Orange Count PD (Orange Count Single -Family Dwelling West Rural (Orange Count PD (Orange Count) Single -Family Dwelling Actual land use and unique features of the subject properties: The parcel is currently under development with a master stormwater pond and two retail commercial buildings under an Orange County development permit. The property does not contain wetlands and 100 year flood prone area. History: The subject property, Tract H is zoned Planned Development (PD) and is located within the Belmere PD in Orange County. The Belmere PD, which encompasses +/- 455 acres, was originally approved by the Orange County Board of County Commissioners on May 21, 1985 as the Lake Whitney PD. The northern portion of the PD was set aside as Tract G which March 11, 2008 Planning and Zoning Commission Page 2 consisted of 177 acres that was labeled as `Future Development". In 1995 the PD Land Use Plan (LUP) was amended to permit 708 dwelling units in Tract G. A subsequent non substantial amendment in 1999 carved out Tract H from Tract G. Tract H is the property that is now owned by the Unicorp entities. The 1999 LUP delineates Tract H as (1) Commercial totaling 42,960 s.f. and 5 acres maximum (2) Multi -family totaling 180 units and (3) ACLF or ALF totaling 130 units. The LUP also explains how the multi -family and ACLF or ALF units can be converted to single- family units. The LUP states that one multi -family unit is to be counted as equal to one single- family unit and seven (7) ACLF or ALF units are to be counted equal to one single-family unit. The LUP also contains a note that any number of allowed 180 multi -family units or 130 ACLF or ALF units can be converted at the above ratios to single-family units on Tracts A-F. Any number of the unused single-family units on Tracts A-F can be transferred to Tract G or Tract H. On February 21, 2006, the Orange County Board of county Commissioners approved another Substantial Change to the LUP when it approved a conversion of 180 multi -family and 130 ACLF units approved in Tract H to 202 attached single-family dwelling units. The conditions of approval of this change included the following restriction; "Tract H shall be limited to a maximum of 202 attached or detached single-family residential units and 42,960 square feet of commercial use. Notwithstanding the notes on the previously approved LUP, no additional residential units will be permitted to be transferred form any other parcels of this PD to Tract H. Current Proposal: The developer is proposing to develop 216 multi -family units, 85 ACLF units and up to 42,960 s.f. of commercial on Tract H. In order to accommodate the developer's residential plans, the City will need to annex the property and amend the LUP for Tract H. More specifically, the 202 single-family units currently approved for Parcel H will need to be changed to 216 multi -family units and 85 ACLF or ALF units. This will be accomplished by (1) converting the 202 single-family units to 202 multi -family units using the land use conversion formula and (2) recapturing the equivalent of 26 residential units for conversion to 85 ACLF units and 2 multi- family units. CONSISTENCY WITH STATE AND LOCAL REGULATIONS: Annexation: With respect to State annexation criteria, Chapter 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. Annexation of the subject property will not create an enclave. The subject parcel is contiguous to the City limits on the east, and a portion on the north side therefore, the subject parcel is eligible for annexation. Joint Planning Area Agreement: The subject property is located within the Ocoee -Orange County Joint Planning Area (JPA) and is being considered for annexation as outlined in the JPA Agreement. Orange County has been notified of this petition in accordance with Subsection 13-A of the City of Ocoee -Orange County Joint Planning Area Agreement. Rezoning: The applicant has requested to maintain the existing Orange County PD zoning. A substantial change to the Orange County PD is being proposed under a separate staff report. Comprehensive Plan: The annexation is consistent with the following Comprehensive Plan Policies: March 11, 2008 Planning and Zoning Commission Page 3 ' Future Land Use Element Policy 1.6 that states in part, "The City shall control strip commercial development through access limitations by restricting commercial land uses to the intersections of arterial and non-residential collector roads, along designated arterial and collector roads and within Planned Unit Developments....." Future Land Use Element Policy 1.7 that states, The land development regulations shall promote innovative development in those cases where a public benefit can be realized and impact can be offset by the development, as follows: Utilize Planned Unit Development zoning to allow for mixed uses and unconventional development designs in those cases where the developer can demonstrate improved living environments, protection of natural resources or increased effectiveness of service delivery; and Provide development standards that create useable open spaces in new developments (9J-5.006 (3) (c) (5), FAC). Future Land Use Element Policy 1.15 that states in part, "The City may assign an initial zoning, after annexation, which is consistent with both the Future Land Use Map and the JPA Agreement..." Future Land Use Element Policy 2.3 that states, "The City shall require development to have adequate services and facilities available prior to or concurrent with the impacts of the development, consistent with adopted standards. Services and facilities include: potable water, sanitary sewer, drainage, solid waste, roads, and parks. This policy shall be implemented through the Concurrency Management System as defined in the Capital Improvements Element (9J-5.006 (3) (c) (3), FAC)." Future Land Use Element Policy 2.5 that states in part, "The City shall consider requests for voluntary annexation into the City when those lands are logical extensions of the existing City limits, when services can be properly provided, and when proposed uses are compatible with the City's Comprehensive Plan, the JPA Agreement, and the City's Annexation Policy...." [Emphasis added]. Future Land Use Element Policy 2.7 that states, "The City shall require new developments to provide necessary services and facilities or to pay a fair share of the cost of those services and facilities. These services and facilities shall conform to the adopted level of service standards." Future Land Use Element Policy 7.1 that states in part, "The City shall enforce standards in the Land Development Code to promote compatibility of adjacent land uses by requiring buffer zones to protect new and established residential areas adjacent to new and established non- residential, uses. Buffer zones shall be defined within the Land Development Code, based on the following guidelines...... (b) "Medium" buffers between retail commercial or high-rise (over two stories) office and any residential use, consisting of a minimum of twenty-five (25) feet of buffer area supplemented by walls, and/or fences, and landscaping...." Future Land Use Element Policy 7.2 that states, "The City shall permit only low intensity office and low intensity commercial development adjacent to residential areas except where well buffered." March 11, 2008 Planning and Zoning Commission Page 4 DISCUSSION: Annexation Feasibility & Public Facilities Analysis Report: Based upon the projected impacts of the proposed use and size of the parcels, Staff determined that urban services can be adequately provided to the subject properties. When the applicant develops the property in the future; they will be required to make certain improvements in accordance with the Land Development Code and the attached "Annexation and Development Agreement." Summary: The proposed annexation is a logical extension of the City limits, urban services can be provided, and the annexation meets state and local regulations. DEVELOPMENT REVIEW COMMITTEE RECOMMENDATION: The Development Review Committee (DRC) met on February 28, 2008, to determine if the proposed annexation was consistent with the City's regulations and policies. The DRC discussed and the developer agreed to construct improvements to Roberson Road that will benefit future capacity since they will already be constructing turn lanes that were required from the previously approved PD LUP. The additional improvements will be a public benefit since the expansion and improvements to Roberson Road are not in the Orange County 5-Year CIP. The City of Ocoee will repay the developer from the estimated $1 million in impact fees that will be generated from the project. Based on the above analysis and subsequent discussions, the DRC recommended approval of the annexation subject to the execution of the annexation agreement and outstanding comments being resolved prior to the City Commission public hearing (The LUP plan for this Planning and Zoning meeting contains most of the outstanding comments, except some of the City Attorney's comments and a final apartment elevation that is architecturally cohesive with the ACLF.) STAFF RECOMMENDATION: Based on the above analysis and the subsequent DRC recommendation, Staff recommends that the Planning & Zoning Commission, acting as the Local Planning Agency, recommend approval of the annexation of the 26.64 +/- acres of land known as the Belmere Tract H, subject to the execution of the annexation agreement and subject to all outstanding comments being resolved prior to the City Commission meeting. Attachments: Location Map FLU Map Zoning Map Aerial #1 Aerial#2 Annexation Feasibility Analysis Annexation and Development Agreement City Attorney's Comments Dated February 28, 2008 O:\Staff Reports\2008\SR080014_MR_BelmerePUD_AX_P&Z.doc we 1,575 Feet iN K$ubject Property <all rather values> General Agricultural (A-1) Suburban (A-2) Single -Family Dwelling (R-1 ) Single -Family Dwelling (-1 ) Single -Family Dwelling (R-1A) Single -Family Dwelling (R-1) One-- & Two -Family Dwelling (R-2) Multiple -Family Dwelling (R-3) 11 Mobile Home Subdivision (T-1) Professional Offices & Services (P-S) 0 Neighborhood Shopping (C-1) Community Commercial (C-2) General Commercial (C-3) Restricted Manufacturing & Warehousing General Industrial (1-) Commercial (PUD) t Low Density (PUCE) Medium Density (PUD) It High Density (PUD) rz Public Use (PUD) Unclassified CITY OF OCOEE ANNEXATION FEASIBILITY ANALYSIS CASE NUMBER: APPLICANT NAME: Uni Corp PROJECT NAME: ORANGE COUNTY BELMERE PD PARCEL H This form is used to evaluate annexation requests to determine the feasibility of providing urban services tc individual properties. Each department has filled in the appropriate section and the findings are summarized below. I. PLANNING DEPARTMENT Michael Rumer A Applicant/Owner 1. Owner (if different from Applicant): Maguire Roberson, Maguire Shoppes II LLC, Maguire Shoppes Commercial Owners Association B. Property Location 1. General Location: Southwest Corner of Maguire and Roberson Road 2. Parcel Identification Numbers: Lot 1 - 31-22-28-5477-01-000, Lot 1 - 31-22-28-5477- 02-000, Lot 1 - 31-22-28-5477-03-000, 31-22-28- 5477-00-001 3. Street Addresses: NA 4. Size of Parcels: 26.64± C. Use Characteristics 1. Existing Use: Vacant 2. Proposed Use: Retail, Apartments, ACLF 3. Density / Intensity: 42,900 sq. ft. retail, 216 Apartments, 85 Unit ACLF 4. Projected Population: 740 D. Zoning and Land Use E 1. Orange County Future Land Use: Rural 2. Orange County Zoning: PD 3. Existing Ocoee Future Land Use: Low Density Residential 4. Proposed Ocoee Zoning: N/A yonsistenc 1. Joint Planning Area Yes 2. Comprehensive Plan: Yes, as determined by City Attorney II. FIRE DEPARTMENT Chief Richard Firstner 1. Estimated Response Time: 1-3 Minutes 2. Distance to Property: Station 3 (Maguire Rd) is 0.3 miles 3. Fire Flow Requirements: 1000 gpm Page 1 of 4 C IV. EC Applicant Name: UniCorp Project Name: Belmere Parcel H Annexation Case #: AX-06-07-09/RZ-07-06-10 I. POLICE DEPARTMENT Chief Ron Reffett 1. Police Patrol Zone / Grid / Area: Zone3 / Grid 20 2. Estimated Response Time: 1.5 Minutes 3. Distance to Property: 11 Min 4. Average Travel Time 1.5 Minutes ONOMIC VALUE Michael Rumer 1. Property Appraiser Taxable Value: $1,632,816 2. Property Appraiser Just Value 1,632,816 3. Estimated City Ad Valorem Taxes: $26,768.88 Vacant 4. Anticipated Licenses & Permits: Unknown 5. Potential Impact Fees: Traffic Retail - $267,567.47 CVS - $127,627.36 Apartments - $593,872.56 ACLF - $75,785.15 Police Retail - $14,157 Apartment - $108,224.64 ACLF - $42,588.40 Fire Retail - $20,163 Apartment - $137,376 ACLF - $54,060 Recreation Apartments - $336,960 6. Total Project Revenues: $ 1,778,381.50 in Impact fees not including any up charges for banks or restaurants. Page 2 of 4 Applicant Name: UniCorp Project Name: Belmere Parcel H Annexation Case M AX-06-07-09/RZ-07-06-10 V. BUILDING DEPARTMENT Michael Rumer 1. Within the 100-year Flood Plain: No VI. UTILITIES David Wheeler, P.E. A. Potable Water 1. In Ocoee Service Area: No 2. City Capable of Serving Area: Yes 3. Extension Needed: No 4. Location and Size of Nearest Water Main: N/A B. C VII. Sanitary Sewer 1. In Ocoee Service Area: No 2. City Capable of Serving Area: Yes 3. Extension Needed: No 4. Location and Size of Nearest Force Main: N/A 5. Annexation Agreement Needed: No Other 1. Utility Easement Needed: N/A 2. Private Lift Station Needed: N/A 3. Well Protection Area Needed: No TRANSPORTATION Michael Rumer 1. Paved Access: Yes 2. ROW Dedication: Yes 3. Traffic Study: No 4. Traffic Analysis Zone: 627 Page 3 of 4 Vlll Applicant Name: UniCorp Project Name: Belmere Parcel H Annexation Case M AX-06-07-09/RZ-07-06-10 . PRELIMINARY CONCURRENCY EVALUATION Michael Rumer Vested in Orange County A. Transportation: Vested in Orange County B. Parks / Recreation: Vested in Orange County C. Water / Sewer: Vested in Orange County D. Stormwater: Vested in Orange County E. Solid Waste: F. Impact Fees: IX. SITE SPECIFIC ISSUES All Departments When developed, the property will consist of 216 Apartments, 85 Unit ACLF, and 42,900 S.F. of Retail. X. CONSISTENCY WITH STATE REGULATIONS: Michael Rumer These properties are contiguous with the City Limits, therefore this annexation is consistent with CH. 171.043 (1) & (2), Florida Statutes. Page 4 of 4 THIS INSTRUMENT PREPARED BY AND SHOULD BE RETURNED TO: Paul E. Rosenthal, Esq. FOLEY & LARDNER I I I North Orange Avenue, Suite 1800 Post Office Box 2193 Orlando, FL 32802-2193 (407)423-7656 AFTER RECORDING RETURN TO: Jean Grafton, City Clerk CITY OF OCOEE 150 North Lakeshore Drive Ocoee, Florida 34761 Tax Parcel Identification Number(s): 31-22-28-5477-02-000 31-22-28-5477-00-001 31-22-28-5477-03-000 32-22-2 8-0000-00-065 31-22-28-5477-01-000 DEVELOPMENT AG: PLANNED DEVELOPMENT) M r THIS ANNE ;ONAVELOPMENT AGREEMENT (the "Agreement") is made and entered into thi R day of , 2008, by and between the CITY OF OCOEE, a Florida municipp oration, whose mailing address is 150 North Lakeshore Drive, Ocoee, Florida 34761 (the "Ci3-- MAGUIRE SHOPPES II, LLC, a Florida limited liability company, whose mailing address . is 7505 West Sand Lake Road, Orlando, Florida 32819 ("Shoppes"), and MAGUIRE ROBERSON, LLC, a Florida limited liability company, whose mailing address is 7505 West Sand Lake Road, Orlando, Florida 32819 ("Roberson") (Shoppes and Roberson are sometimes collectively referred to herein as the "Owner"). WITNESSETH: WHEREAS, Shoppes owns certain real property located in unincorporated Orange County, Florida, having Tax Parcel Identification Numbers 31-22-28-5477-02-000, 31-22-28- 5477-00-001, 31-22-28-5477-03-000 and 31-22-28-0000-00-065, and (the "Shoppes Parcel"); and THIS INSTRUMENT PREPARED BY WHEREAS, Roberson owns certain real property located in unincorporated Orange County, Florida, having Tax Parcel Identification Number 31-22-28-5477-01-000 (the "Roberson Parcel"); and WHEREAS, Shoppes Parcel and Roberson Parcel are sometimes hereinafter collectively referred to as the "Property." The Property is more particularly described in Exhibit "A" attached hereto and by this reference made a part hereof, and WHEREAS, pursuant to Section 171.044, Florida Statutes,, the, Owner has petitioned the City Commission of the City (the "Ocoee City Commission") to voluntarily annex the Property into the corporate limits of the City (the "Annexation Petition");, and WHEREAS, the Owner has also petitioned the Ocoee City Commission to approve plans for a Substantial Change to the Orange County Belmere PD Land Use F date stamped as received by the City on , 2008 (hereinafter referred to as the "Land Use Plan") and, on , the Ocoee City Commission approved the petition pursuant to the adoption of Ordinance No. (the "Zoning Ordinance"); and WHEREAS, the Zoning Ordinance includes approval of the Conceptual Master Plan for the Property; and WHEREAS, the Owner and the City have agreed to enter into a development agreement incorporating all plans and conditions of approval by reference; and WHEREAS, the Planning and Zoning Commission has held a public hearing to review the Annexation Petition and at such hearing found the annexation of the Property to be consistent with the Ocoee Comprehensive Plan and Joint Planning Area Agreement between the City and Orange County, Florida, a charter county and political subdivision of the State of Florida (the "County"),,aadjw recommended that the Ocoee City Commission annex the Property into the corporat. 'bits £c lCity; and WHEREAS, the Ot,y has required that the Owner execute this Agreement as a condition prece&4tdtQ the consideratti of the Annexation Petition by the Ocoee City Commission; and WHEREAS, the Oche City Commission has reviewed the proposed annexation and found the proposed annex `to be consistent with the Ocoee Comprehensive Plan and the JPA Agreement; and WHEREAS, the City has determined that the execution of this Agreement is essential to the public health, safety and welfare and the ability of the City to plan for proper traffic circulation in the vicinity of the Property in accordance with the Ocoee Comprehensive Plan; and WHEREAS, the County has previously issued various permits with respect to Owner's development of the Property (the "County Approvals"); and THIS INSTRUMENT -2 PREPARED BY WHEREAS, pursuant to the County Approvals, Shoppes has commenced construction of a 12,900 sq. ft. retail shopping center and a 14,060 sq. ft. CVS drug store on the Shoppes Parcel; and WHEREAS, the County Approvals include, but are not limited to, (i) the platting of the Property pursuant to MAGUIRE SHOPPES II, according to the plat thereof recorded January 24, 2008, in Plat Book 71, Pages 54-56, Public Records of Orange County, Florida, and (ii) that certain Preliminary Subdivision Plan approval for a townhouse development on the Roberson Parcel approved by the Orange County Board of County Commissioners on , 200; and WHEREAS, the Preliminary Subdivision Plan shall be deemed to be replaced and superseded by the Zoning Ordinance and by the execution of this Agreement; and WHEREAS, the City has determined that, subject to the terms, conditions and limitations hereinafter set forth, it is feasible to extend municipal, services to the Property on the same terms and conditions afforded to all property owners within the City except to the extent set forth in this Agreement; and WHEREAS, the City has conducted an Annexation Feasibility & Public Facilities Analysis with respect to the annexation of the Property and determined that this Agreement and the annexation of the Property is consistent with the goals, objectives and policies of the Ocoee Comprehensive Plan; and WHEREAS, tjity and Owner desire to address in this Agreement certain matters related to the terms,,V4conditions related to the annexation and development of the Property. NOW, THE2E t _ns`dertion of the premises and the mutual promises and agreements set forth her " other good= -aid; valuable consideration the receipt of which is hereby acknowledged and intending to be legally bound hereby, the parties hereto do hereby agree as follows: Section 1. Recitals. The Recitals set forth above are true and correct and by this reference are incorporated herein as part of this Agreement. Section 2. Annexation. Prior to the execution of this Agreement by the City, the Ocoee City Commission has adopted Ordinance No. 2008—_ for Case No. AX-06-07-09, thereby redefining the corporate territorial limits of the City to include the Property. Section 3. Development of the Property. A. The Owner hereby agrees to develop the Property in accordance with the Zoning Ordinance and this Agreement. The Land Use Plan is hereby incorporated herein by reference as if fully set forth herein. THIS INSTRUMENT -3 PREPARED BY B. The Owner hereby agrees that the Property shall be developed in accordance with and is made subject to those certain Conditions of Approval attached hereto as Exhibit "B" and by this reference made a part hereof (the "Conditions of Approval"). The Owner further agrees to comply with all of the terms and provisions of the Conditions of Approval. The Conditions of Approval attached hereto as Exhibit "B" are the same as the Conditions of Approval set forth in the Land Use Plan. C. Except as otherwise set forth or contained in this Agreement or on the Land Use Plan, it is agreed that (1) the Owner shall comply with the zoning and subdivision regulations of the City as set forth in the Ocoee Land Development Code, as it may from time to time be amended, and (2) all preliminary subdivision plans, final subdivision plans, and final site plans for the Property or any portion thereof shall conform to the Ocoee Land Development Code requirements in effect at the time of approval of any such plans. In the event of any conflict between the provisions of the Ocoee Land Development Code, as it may from time to time be amended, and this Agreement or the Land Use Plan, it is agreed that the provisions of this Agreement or the Land Use Plan, as the case maybe, shall control. D. All capitalized terms not otherwise defined herein shall be as defined or described on the Land Use Plan, unless otherwise indicated. Section 4. Waivers from the Ocoee Land Development Code. Pursuant to the Zoning Ordinance, Owner has been granted waivers from the requirements of the Ocoee Land Development Code, said veers being set forth in Exhibit "C" attached hereto and by this reference made a part h .ri Section 5. eyance of Right -of -Way and Grant of Easements. A. Roberson Z*c&-Wa Conveyance. Within sixty (60) days following receipt of written notice City requesting° the same, but in no event later than the time of the issuance of the first Certi*ate of Occupancy for any building to be built on the Roberson Parcel, Roberson shall dedicate• and convey the following to the City fee title in and to a 20'- wide strip of land located adjacent to Roberson Road and running the westerly 356.4' of the Roberson Parcel (the "Roberson Right -of -Way Land"). B. Roberson Sidewalk Easement. Within sixty (60) days following receipt of written notice from the City requesting the same, but in no event later than the time of the issuance of the first Certificate of Occupancy for any building to be built on the Roberson Parcel, Roberson shall grant the City a 5' sidewalk easement located adjacent to Roberson Road and running the entire east -west length of the Roberson Parcel (the "Roberson Sidewalk Easement"). C. Shoppes Sidewalk Easement. Within sixty (60) days following receipt of written notice from the City requesting the same, but in no event later than the time of the issuance of the first Certificate of Occupancy for any building to be built on the Shoppes Parcel, Shoppes shall grant the City: (i) a 5' sidewalk easement located adjacent to Roberson Road and running the entire east -west length of the Shoppes Parcel, and (ii) an 8' sidewalk easement located adjacent THIS INSTRUMENT -4- PREPARED BY to Maguire Road and running the entire north -south length of the Shoppes Parcel (collectively, the "Shoppes Sidewalk Easement"). The Roberson Sidewalk Easement and the Shoppes Sidewalk Easement shall sometimes be collectively referred to herein as the "Easements." D. Title. 1. Roberson Right -of -Way Land. Fee title to the Roberson Right -of - Way Land shall be dedicated and conveyed by Roberson to the City by warranty deed free and clear of all liens and M mbrances except for the "Permitted Encumbrances" (defined below any other matters deemed acceptable by the City in its sole and absolue t scretion. Prior to the conveyance of the Roberson Right -of -Way Lance the City, Roberson shall be solely responsible for the Roberson Right-of:Way Land, including but not limited to the maintenance thereof and the payment of all applicable taxes. The form of the warranty deed shall be'subject to the approval of the City. Real property taxes on the Roberson"Parcel shall be prorated as of the day before the City's acceptance of the dedication and conveyance of title to the Roberson Right -of -Way Land, and the prorated amount of such real property taxes attributable to Roberson shall be paid and escrowed by Roberson in accordance with the provisions of Section 196.295, Florida statutes; provided, however, that if the conveyance occurs between November 1 apd`December 31, then Roberson shall be responsible for the rent property taxes for the entire year. 2. Easements. The Easements shall be conveyed to the City free and clear of liens and encumbrances except for the Permitted Encumbrances and any other matters deemed acceptable by the City in its sole and absolute discretion. The form of the easement instruments shall be subject to the �. �. approval of the City. 3. Cveyance Procedures. Contemporaneously with the dedication and cohVoyance to the City of the Roberson Right -of -Way Land and the grantipg of the Easements, the respective conveying parties shall provide to the Cy a current attorney's opinion of title, or a current title VI corm Inent, to be followed by a policy of title insurance, evidencing that fee le title to these lands is free and clear of all liens and aeunbrances except for those matters acceptable to the City. The costs and expenses related to the conveyance and dedication of these lands, including the cost of title work, shall be borne solely by the conveying party- E. I_pact Fee Credits for Conveyances. Neither the Owner, nor its successors and assigns, nor any other person or entity shall be entitled to any road impact fee credits or other compensation of any kind for, on account of, or with respect to the required dedication and conveyance of either the Roberson Right -of -Way Land or the Easements to the City. THIS INSTRUMENT -5- PREPARED BY Section 6. Roberson Road Improvements. A. General. Owner and the City have agreed that Owner's road impact fees will be pipe -lined to pay for certain improvements to Roberson Road (the "Road Improvements"). The scope of the Road Improvements shall be consistent with, and shall not exceed, that which is depicted and described on Exhibit "D" attached hereto and incorporated herein. Certain improvements depicted on Exhibit "D" provide safe and efficient access to the Property and shall not be funded with road impact fees. These improvements are not included in the definition of Road Improvements and are distinguished on Exhibit "D" by shading. B. Desi n. Roberson shall design, engineer and permit the Road Improvements in connection with its preparation of the Preliminary Site Plan/Final Site Plan for the Roberson Parcel. The plan set for said Preliminary Site Plan/Final Site Plan shall include the plans for the Road Improvements. The costs to design, engineer and permit the Road Improvements shall be referred to herein as the "DE&P Costs." The Rgad Improvements shall be the only off -site improvements that Owner shall be responsible to construct and, in this regard, no plan, permit or approval will be conditioned upon construction of any other off -site improvements except as may be specifically shown on the Land Use Plan. C. Construction. In connection with, and at the time of, Roberson's development of the Roberson Property, Roberson will construct the Road Improvements; provided, however, that Roberson's financial obligation shall be capped at the amount of road impact fees that Owner shall be responsible for p4 *, in connection with its development of the Property (the "Cap Amount"). Roberson s awe the affirmative obligation to execute a construction contract for the Road Improve , with a general contractor (the "Contractor") experienced in road construction projects the "Construction Contract"). The City shall be named as a third party beneficiary in the Co' truction: Contract. The Construction Contract shall provide for a subcontract for the inst a.. of the irtil ties, the installation of electrical distribution facilities, the installation of landsca s,And irrigation, and the installation of street lights in accordance with the approved engineering,,�lans and specifications. Roberson shall provide the City with a copy of Construction Contract once, it has been duly executed by Roberson and the Contractor selected to construct the Road Improvements. Thereafter, Roberson shall exercise good faith efforts to complete the construction of the Road Improvements in accordance with the approved engineering plans, specifications and permits and to obtain City inspection and approval of same. D. Road Impact Fees.Roberson will receive road impact fee credits for the DE&P Costs and the Construction Costs it incurs, up to the Cap Amount. For purposes of this Agreement, the term "Construction Costs" shall mean and refer to the cost of constructing the Road Improvements as reflected in the Construction Contract. If the sum of the DE&P Costs and the Construction Costs exceeds the Cap Amount, then Roberson shall fund the excess amount in order to complete the work. The excess amount shall accrue interest at a ten percent (10%) annual rate from the date that the Road Improvements are substantially complete as certified by the project engineer. The excess amount plus accrued interest shall be referred to herein as the "Overage." The City shall reimburse Roberson the Overage out of ad valorem property tax THIS INSTRUMENT -6- PREPARED BY receipts that it receives from the Property. The City shall not retain any of said property tax receipts until, and only after, it has fully reimbursed the Overage to Roberson. The City shall make payments to Roberson towards the payment of the Overage within fifteen days of its receipt of the property tax receipts. If the property tax receipts collected by the City in any given year are not sufficient to fully reimburse the Overage to Roberson, then interest shall continue accruing on the unpaid portion of the Overage and the City will continue collecting property tax receipts for payment to Roberson until the full amount of the Overage is paid. Road impact fees paid by the Owner to the City prior to Roberson's commencement of construction of the Road Improvements pursuant to the Construction Contract shall be held by the City in a separate account designated for payment of Construction Costs. Roberson shall tender copies of invoices received from the engineer for DE&P Costs, and from the Contractor for Construction Costs, whereupon the City shall release funds from the account to pay the Contractor. The City shall release funds to pay invoices within seven (7) days of receipt of said invoices from Roberson. If upon Roberson's completion of the Road Improvements, and the City's inspection and approval of same, impact fees remain in the separate account, then the City may close the account and utilize said remaining fees as it deems appropriate. Section 7. Preliminary Site Plan/Final Site Plan, .:Prior to filing an application for the Preliminary Site Plan/Final Site Plan for development of the Roberson Parcel, Roberson shall contact the City to request a pre -application conference. The conference will be conducted within fourteen days of the City's receipt of the request. The conference will be conducted to promote a proper and efficient review of the application. After Roberson files an application, the City shall provide writte �p J of its review comments to Roberson within thirty days of receipt of the applicatiand questions not referenced or included within the written notice and rendered applicant after the City's 30-day review period has expired may not be used as the basis ftsr ;additional review questions or comments and may be answered at the applicant's discretion. hin fve=,prking days of the receipt of the statement the applicant shall provide w itten no 'ate :City that the. requested information will be supplied, or will not be sutn ,_ _le or°art. Within 30 days after receipt of the requested information, the City "review it'td, may.,lily request any additional information needed to clarify the info�iion received or t nswer' ew questions raised by, or directly related to, the information recei,v The City may Wiest additional information no more than twice, unless Roberson waives thio limitation. If R�rson does not provide information requested by the City within 120 days of the City's reqqps or within a time agreed upon by Roberson and the City, the , application slim be cons �eed withdrawn. Roberson may request that the City arrange a conference with � xNOZiate City staff after Roberson has received the second round of review comments fr 4 *` City and prior to the submission by the applicant of information in response to those comments. The purpose of such a conference is to resolve the City's informational needs. Section 8. Concurrency. The City acknowledges and agrees that the Property is vested for Concurrency and that the development of the Property will not be subject to further Concurrency review under the City's Comprehensive Plan or Land Development Code, as same may be amended from time to time. THIS INSTRUMENT -7 PREPARED BY Section 9. Grant of Easement to City for Emergency Services. A perpetual, non- exclusive access easement over all internal roadways and other paved areas within the Property is hereby granted to the City and other applicable authorities for law enforcement, fire, and other emergency services. Section 10. Agreement Runs with the Land. The Owner and the City acknowledge and agree that this Agreement is irrevocable and, further, this Agreement and all other rights and obligations of the parties hereunder are intended to and shall run v! the Property, and shall bind, and inure to the benefit of, the parties hereunder and their respective successors in title. Section 11. Representations by Owner. Roberson hereby, warrants and represents to the City that it currently owns fee title to the Roberson Parcel and has h1l, power and authority to enter into this Agreement and that the Roberson Parcel is free and char of all liens and encumbrances, except for the lien of the mortgage referenced in the Joinder, Consent and Subordination attached hereto and those other encumbrances (the "Permitted kincumbrances") listed in Exhibit "E" attached hereto. Shoppes hereby warrants and represents4oithe City that the it currently owns fee title to the Shoppes Parcel and has full power and authority to enter into this Agreement and that the Shoppes Parcel is free and clear of all liens and encumbrances, except for the lien of the mortgage referenced in the Joinder, Consent and Subordination attached hereto and to the Permitted Encumbrances. Section 12. Notices. Any notice required to be given hereunder shall be in writing and shall be delivered in person or by certified mail, postage paid, return receipt requested as follows. If such notice is to be given to the City, such shallbe given at the address set forth above. If such notice is to be given to the Owner, such shall be given at the addresses set forth above. Any notice, direction or other communication delivered or mailed, as directed above shall be deemed to be delivered as of three (3) days after the date of mailing or, if delivered personally, when received. Maguire Shoppes II, LLC 7505 West Sand Lake Road Orlando, Florida 32819 Maguire Roberson, LLC 7505 West Sand Lake Road Orlando, Florida 32819 City of Ocoee Attn: City Manager 150 North Lakeshore Drive Ocoee, Florida 34761 Section 13. Recording. The Owner acknowledges and agrees that the City shall record this Agreement in the Public Records of Orange County, Florida, at the sole cost of the Owner. THIS INSTRUMENT -$- PREPARED BY Section 14. Further Documentation. The parties agree that at any time following a request therefore by the other party, each shall execute and deliver to the other party such further documents and instruments, in form and substance reasonably necessary to confirm and/or effectuate the obligations of either party hereunder. Section 15. Miscellaneous. A. ANY FUTURE OWNERS OF THE PROPERTY SHALL TAKE TITLE TO THE PROPERTY SUBJECT TO THIS AGREEMENT AND BY ACCEPTING A DEED OF CONVEYANCE TO THE PROPERTY, AGREE TO BE BOUND BY THE TERMS AND CONDITIONS OF THIS AGREEMENT. B. For all purposes of this Agreement, the Effective Date hereof shall mean the date when the last of the City or the Owner has executed the same, and that date shall be inserted at the top of the first page hereof. C. This Agreement may not be modified or amended, or any term or provision hereof waived or discharged except in writing, in recordable form, signed by the parties hereto, or their respective successors and assigns. Any such modification or amendment shall not be effective until recorded in the Public Records of Orange County, Florida. D. Th*, �ement shall be construed and enforced in accordance with, and reed by, he laws of the State of Florida. E , ail of the terms of this Agreement, whether so expressed or not, shall be 'brithng"e res etive successors, assigns and legal representatives of tl', "es hereto acid shall inure to the benefit of and be enforceable by the pis hereto and their respective successors, assigns and legal F. The headings of this Agreement are for reference only and shall not limit or otherwise affect the meaning thereof. G. In the event the either party institutes a legal proceeding against the other party, to enforce the terms of this Agreement or for breach of any of the terms, conditions or covenants of this Agreement or in the event of any litigation between the parties which arises out of this Agreement, the prevailing party shall be entitled to recover from the other party its reasonable attorneys' fees, paralegal fees and costs, both at the trial and appellate levels; provided, however, that notwithstanding the foregoing and without regard to the prevailing party, the Owner shall bear its own attorneys' fees and costs and shall reimburse the City for its attorneys' fees and costs in connection with any proceeding in which the Owner THIS INSTRUMENT _9 PREPARED BY seeks to challenge the validity or enforceability of any provision of this Agreement. H. In the event a third party institutes a legal proceeding against the City and/or the Owner, regarding the enforceability of this Agreement or any other matters arising out of or related to this Agreement or the provision of water and sewer service, the City shall have the right to decide in its sole and absolute discretion whether to defend same. If the City decides to defend same, then it shall bear all costs, fees, charges, and expenses of the City relative thereto, including but not limited to attorneys' fees and paralegal fees at both the trial and appellate levels. I. In addition to each and every remedy now or hereafter existing at law or in equity, the parties hereto expressly agree that City shall have the right to enforce this Agreement by an action for specific performance. J. This Agreement embodies and constitutes the entire understandings of the parties with respect to the subject matter hereof and all prior or contemporaneous agreements, understandings, representations and statements, oral or written, are merged into this Agreement. K. Time is hereby declared of the essence to the lawful performance of the duties and obligations contained in this Agreement. L. This Agreement may be executed in any number of counterparts, each of which shall be deemed to be an original but all of which together shall constitute one and the same instrument. M. If any word, sentence, phrase, paragraph, provision, or portion of this Agreement is for any reason held invalid or unconstitutional by any court 4--competent jurisdiction, such portion shall be deemed a separate, dis*t, and independent provision and such holding shall not affect the valid, of the remaining portion hereof so long as the purpose and intent of this Agreement can still be achieved. N. The 1ehed Exhibits are part of this Agreement as though fully set forth `Agreement. THIS INSTRUMENT -10- PREPARED BY IN WITNESS WHEREOF, the City has caused this Agreement to be executed as of the day and year first written above. FOR USE AND RELIANCE ONLY BY THE CITY OF OCOEE, FLORIDA APPROVED AS TO FORM AND - LEGALITY This day of , 2008 FOLEY & LARDNER I: City Attorney STATE COUNT "CITY" CITY OF OCOEE, a Florida municipal corporation By: S. Scott V*ndergrift, Mayor Attest: Jean Grafton, City Clerk (SEAL) APPROVED BY THE OCOEE CITY COMMISSION AT A MEETING HELD ON , 2008 ,UNDER AGENDA ITEM NO. t ,.HEREBY CERTI that on this day, before me, an officer duly authorized in the State aforesaid` in the County�� resaid to take acknowledgments, personally appeared S. SCOTT VANDERG and JEAN „ FTON, personally known to me to be the Mayor and City Clerk, respectively, of';CITY OCOEE, a Florida municipal corporation, and that they severally acknowledged execg t�me on behalf of said municipality in the presence of two subscribing witnesses freely and ply under authority duly vested in them by said municipality. WITNESS my hand and official seal in the County and State last aforesaid this day of , 2008. Signature of Notary Name of Notary (Type, Printed or Stamped) THIS INSTRUMENT -11- PREPARED BY Commission Number (if not legible on seal): My Commission Expires (if not legible on seal): THIS INSTRUMENT -IZ PREPARED BY IN WITNESS WHEREOF, the Owner has caused this Agreement to be duly executed the day of , 2008. "SHOPPES" Signed, sealed and delivered MAGUIRE SHOPPES II, LLC, in the presence o£ a Florida limited liability company By: Signature Name: Print/Type Name Title: (CORPORATE SEAL) Signature Print/Type Name STATE OF COUNTY OF I HEREBY CERTIFY that on this "day, before me, an officer duly authorized in the State and County aforesaid to take acknowledgments, personally appeared , as of MAGUIRE SHOPPES II, LLC, a Florida limited liability company, who [ ] is personally known to me or [ ] produced as identification, and that he acknowledged executing „tltwgoing instrument on behalf of said corporation in the presence of two subscrib* e eely and voluntarily under authority duly vested in him/her by said Corp c�l�a tin, and that t al affixed hereto is the true corporate seal of said corporation. WITNESS my hanc�,�Wd official seal in the County and State last aforesaid this day of ZB. Signature of Notary Name of Notary (Type, Printed or Stamped) Commission Number (if not legible on seal): My Commission Expires (if not legible on seal): THIS INSTRUMENT -13- PREPARED BY Signed, sealed and delivered in the presence of. "ROBERSON" MAGUIRE ROBERSON, LLC, a Florida limited liability company Signature By:_ Name: Print/Type Name Title: Signature Print/Type Name STATE OF COUNTY OF I HEREBY CERTIFY that on this day, before me, an officer duly authorized in the State and County aforesaid to take acknowledgments, personally appeared as of MAGUIRE ROBERSON, LLC, a Florida limited liability company, who [ ] is personally known to me or [ ] produced as - identification, and that he acknowledged executing the foregoing instrument in the presence of two subscribing witnesses freely and voluntarily. ,=and and official seal in the County and State last aforesaid this of r 2008. Signature of Notary Name of Notary (Type, Printed or Stamped) Commission Number (if not legible on seal): My Commission Expires (if not legible on seal): day THIS INSTRUMENT -14- PREPARED BY JOINDER, CONSENT AND SUBORDINATION The undersigned hereby certifies that FIRST UNION NATIONAL BANK is the holder of a mortgage, lien or other encumbrance upon all or a portion of the above described Property, and that the undersigned hereby joins in and consents to the foregoing instrument and agrees that its mortgage, lien or other encumbrance, which is recorded, or evidence thereof recorded, in Official Records Book 6136, Page 2092; Book 6396, Page 4373; Book 6136, Page 2108; Book 6396, Page 4377; Book 6136, Page 2116; Book 6396, Page 4381 all of the Public Records of Orange County of Florida, shall be subordinated to the foregoing instrument. IN WITNESS WHEREOF, the undersigned has executed this Joinder, Consent and Subordination as of the day of , 2008. Signed, sealed and delivered in the presence of: Signature Print/Type Name FIRST UNION NATIONAL BANK By: Print Name: Its: (CORPORATE SEAL) Signature ILL Print/Type Name STATE OF COUNTY OF THIS IS TO CER , that on this day of , 2008, before me, an officer duly authoriz'#.o take acknowledgments in the State and County aforesaid, personally appeared as of FIRST UNION NATIONAL BANK, who [ ] is personally known to me or [ ] produced as identification, and that who acknowledged that he as the individual described in and who executed the foregoing instrument and acknowledged the execution thereof to be his/her free act and deed as such officer thereunto duly authorized, that the official seal of said corporation is duly affixed thereto. IN WITNESS WHEREOF, I have hereunto set my hand and seal on the above date. Signature of Notary Name of Notary (Type, Printed or Stamped) Commission Number (if not legible on seal): My Commission Expires (if not legible on seal): THIS INSTRUMENT -15- PREPARED BY JOINDER, CONSENT AND SUBORDINATION The undersigned hereby certifies that SUNTRUST BANK CENTRAL FLORIDA, NATIONAL ASSOCIATION is the holder of a mortgage, lien or other encumbrance upon all or a portion of the above described Property, and that the undersigned hereby joins in and consents to the foregoing instrument and agrees that its mortgage, lien or other encumbrance, which is recorded, or evidence thereof recorded, in Official Records Book 5729, Page 2637; Book 5729, Page 2643; Book 6751, Page 2741; Book 6751, Page 2751; Book 6751, Page 2759; Book 6751, Page 2776; Book 6751, Page 2786, all of the Public Records of Orange County of Florida, shall be subordinated to the foregoing instrument. IN WITNESS WHEREOF, the undersigned has executed this Joinder, Consent and Subordination as of the day of , 2008. Signed, sealed and delivered SUNTRUST BANK CENTRAL FLORIDA, in the presence of: NATIONAL ASSOCIATION Signature By: Print/Type Name Print Name: Tts: Signature (CORPORATE SEAL) Print/Type Name STATE OF COUNTY OF me, an officer duly t pem6iially appeared _ BANK,CENTRAL FLOI me or [ ] paced as the individu-described execution there@f,:f,Q be h the official seal of G IN WITNESS V, that on this day of , 2003, before I to take acknowledgments in the State and County aforesaid, , as of SUNTRUST L, NATIONAL ASSOCIATION, who [ ] is personally known to as identification, and that who acknowledged that he rid who executed the foregoing instrument and acknowledged the free act and deed as such officer thereunto duly authorized, that ion is duly affixed thereto. , I have hereunto set my hand and seal on the above date. Signature of Notary Name of Notary (Type, Printed or Stamped) Commission Number (if not legible on seal): THIS INSTRUMENT PREPARED BY My Commission Expires (if not legible on seal): THIS INSTRUMENT PREPARED BY -1%- EXHIBIT "A" LEGAL DESCRIPTION SHOPPES PARCEL: Lots 2 and 3 of MAGUIRE SHOPPES II, according to the plat thereof recorded January 24, 2008, in Plat Book 71, Pages 54- 56, Public Records of Orange County, Florida. ROBERSON PARCEL: Lot 1 of MAGUIRE SHOPPES II, according to the plat thereof recorder January 24, 2008, in Plat Book 71, Pages 54-56, Public,Records of Orange County, Florida THIS INSTRUMENT PREPARED BY -1$- EXHIBIT "B" CONDITIONS OF APPROVAL 1. The City of Ocoee acknowledges that the Belmere PD/project has concurrency vesting for all public facilities and services pursuant to the terms of that certain Concurrency Vested Rights Certificate #92-000317 issued by Orange County, as amended. 2. The City of Ocoee acknowledges that the Belmere PD/project is vested for the so-called "Martinez Initiative" as a result of the Orange County BQa d` of County Commissioners having approved the Belmere PD prior to the County's implementation of the initiative on March 29, 2000. 3. The City of Ocoee is subject to the terms, provisions and restrictio ,Qf Florida Statutes, Chapter 163, concerning moratoria on the issuance of building p under certain circumstances. The City has no lawful authority to exempt any private tity or itself from the application of such state legislation and nothing herein shall be construed as such an exemption. 4. To the extent any Condition of Approval contained herein conflicts with any Condition of Approval imposed in connection with aqy prior Orange County approval related to the Belmere PD, the Condition of App" al contained herein shall control and supersede the prior conflicting Condition of Approval. 5. This project may be developed in as many as 5 phases. 6. Each phase of the project will stand on its own with respect to public services (sewer, water, stormwater management, access and other related services). 7. Exq�-4�fically noted on this Plan, development of this project shall be consistent �3. the requr nts of the City of Ocoee Code. 8. ,othing herein si be construed to waive any provision of the Ocoee Land M,. Development Code pt to the extent expressly set forth on a waiver table or explicitly set out on this Plan. 33 9. To the exi th and these Conditions of Approval conflict with the City of Ocoee Land Devel444t Code, the provisions of this Plan and these Conditions of Approval shall control. 10. 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 Owner/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 THIS INSTRUMENT PREPARED BY _ 19- 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. 11. There shall be no access from the project to any public rods except at the approved locations shown on the Plan. All access rights to all public roads, except at approved locations shown on the Plan, shall be dedicated to the City, of Ocoee at the time of platting. 12. Any damage caused to any public roads as a result of the construction; activities related to the project or any portion thereof shall be promptly repaired to the applwable government standards at the sole cost and expense of the owner of the portion of the zproject being developed in connection with such construction activities. 13. A property owners association (the "Association") will be created for maintenance and management of all common areas; unless otherwise noted. All tracts owned by the City shall be exempt from assessments by, or participation in, the Association unless otherwise agreed to by the City. Notwithstanding the foregoing, the City on its own may elect to participate on the Board for the Association formed and/or retain voting rights for tracts owned by the City. 14. All tracts, which are to be owned and maintained by the Association, shall be conveyed to the Association by warranty deed at the time of platting. 15. Al!,,,; area improvements including entry features, walls, landscaping and ; sidOral ks all roads, as well as landscaping around the retention pond tracts and lift�staton tracts sbe completed prior to issuance of the Certificate of Completion for 16. Str t, ,lights, security,,, lights and lighting for common areas meeting current code requirerti+ents shall be. installed by the Developer, prior to a Certificate of Completion being issued,, and cost of operations will be assumed by the Developer in accordance with Section of the Ocoee Land Development Code. If applicable, the Developer and the Assocn will be required to complete and execute a City of Ocoee Developers and Homeowners Association Agreement for Upgraded Street Lights, as found in the Ocoee Land Development Code, Form 12. 17. Unless otherwise noted, a 5' utility and drainage easement will be platted along all side lot lines and a 10' utility, drainage and sidewalk easement will be platted adjacent to all street rights -of -way. Sidewalks will only be placed in this easement if necessary to run them around existing protected trees to be preserved. THIS INSTRUMENT PREPARED BY -20- 18. All utilities to be placed within the 10' easement adjacent to all street rights -of -way will be placed around existing protected trees to be preserved. 19. All drainage, utility and maintenance easements shall be for the benefit of the property owners association or other designated maintenance entities. The drainage and utility easements shall be dedicated to the perpetual use of the public at the time of platting. 20. Drainage easements between lots are shown for location only. Final easement dimensions will be shown on the Amended Preliminary Plan and will be sized to meet City requirements. 21. An emergency access easement to the retention ponds and over all drainage easements shown hereon shall be dedicated to the City for emergency maintenance purposes at the time of platting. The emergency access easement will not impose any obligation, burden, responsibility or liability upon the City, to enter upon any property it does not own or take any action to repair or maintain the drainage system on the property. 22. A perpetual, non-exclusive easement for access over all internal roadways and paved areas shall be granted in favor of the City and 'other applicable authorities for law enforcement, fire, and other emergency services. 23. Existing trees 8' or larger (other than citrus trees or 'trash' trees) located along proposed locations of buffer w or road right-of-way lines will be preserved if at all possible, the buffer walls and : will be designed around those trees to incorporate them into required lands�e buffers and as street trees. 24. The existi4l, on individual lots containing protected trees will be maintained as much as possib re pmv existing protected trees. For lots containing protected trees, there will be no g 44or other construction on individual lots except as specified in the Amended Preliminary°Plan, until building permits are issued for those lots. 25. Removal of existing protected trees will be limited to clearing road right-of-way and retention areas as detailed in`°the Amended Preliminary Plan. All existing protected trees on individual lots will be evaluated at the time a building permit is issued for that lot, to determine whether or not each tree needs to be removed. 26. 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. 27. 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 THIS INSTRUMENT PREPARED BY -21- to remove a tree if the Developer has failed to take reasonable measures to preserve the trees on site. 28. The Amended Preliminary Plan will preserve existing grades on individual lots containing protected trees as much as possible. 29. Stormwater management shall be provided consistent with the requirements of the Ocoee Land Development Code and the St. Johns River Water Management District. 30. The development of the project will incorporate the stormwater needs of all public roads within the project. 31. The stormwater system, including all pipes, inlets, manholes and structures, together in Tract H (retention ponds), will be owned, operated and maintained by the Association. 32. All stormwater management ponds will be unfenced with maximum 5:1 side slopes to 2 feet below the control (normal) water level and then maximum 2:1 side slopes to the bottom of the pond. 33. Notwithstanding the conveyance of the storm water retention ponds to the property owners association, or any provision to the contrary contained in these conditions of approval (the "Association"), then the Developer shall remain responsible for the maintenance of the project's master stormwater management system ("SWMS"), including all master stormwater retention, ids, until such time as: (i) the SWMS for the project is constructed and appropriate certificates of completion issued by both the City and the SJRWMD, (ii) the master stormater retention ponds intended to be conveyed to the Association have in fact been conveyed to the Association, (iii) the Association is designated as the maintenance entity on the records of the SJRWMD and all transfer recces wired by SJRWMD have been executed and accepted by SJRWMD, (iv) the Ci ,'1 a§ b66n,, rovided with a copy of the Developer's proposed maintenance plan with es pect to the 5, and (v) the City has been provided with a written statement from the Association owledging receipt of the Developer's proposed maintenance plan with respect to the SWI MS and that the Association is responsible for the maintenance of the SWMS. 34. All Declaration o f venants and Restrictions affecting the property shall include the following pr1 . w> a. Provision allowing the City to levy, collect, enforce assessments for maintenance of common areas if the Association fails to do so or fails to maintain assessments at a level allowing for adequate maintenance. b. Provision granting the City the right, but not the obligation, to maintain/repair the SWMS and obtain reimbursement from the Association, or from the THIS INSTRUMENT PREPARED BY _22_ Developer if (i) turnover of control to the members has not occurred, or (ii) if the Developer is still responsible for maintenance of the SWMS. C. Provision providing that the SWMS will be transferred to a responsible operation/maintenance entity acceptable to the City in the event of dissolution and that if dissolution occurs without such approval then the City may continue to levy and collect assessments and impose liens with respect thereto notwithstanding the dissolution of the Association. d. Provision that the Association shall at all times be in good standing with the Florida Secretary of State. e. Provision that at the time of turnover of control off he Association to the members, the Declarant shall deliver to the new Board of Directors the maintenance plan for the SWMS accompanied by an engineer's certification that the SAS is functioning in accordance with all approved plans and permits. To the extent that any such engineer's report indicates any corrective action is required the Declarant shall be required to diligently undertake such corrective action at the Declarant's expense and to post a cash bond with the Association for the estimated costs of such corrective action. f. Provision that no property owned by the City or any other governmental entity shall be subject to assessments levied by the Association. g. Provision that any amendment to any provision affecting the City requires the consent of the City in an instrument recorded with the amendment. The Articles of Incorporation and Bylaws of the Association shall be consistent with the foregoing provisions. 35. All landscape areas will be irrigated and have automatic rain sensors. 36. Reclaimed water will be used for irrigation purposes, if available. A master irrigation system will be installed to service all common areas and residential lots. This master system will be owned and maintained by the Association. 37. The Developer shall be responsible for installing reuse lines along with the other subdivision infrastructure. At such time as reuse water is available to the property, the Developer shall be responsible for connection to the reuse system lines. 38. All on -site utilities including electrical, cable TV and telephone shall be placed underground. 39. All existing structures (including buildings, power lines, existing aerial and utility facilities) and Progress Energy easements will be removed and/or terminated prior to or during construction of the development replacing those uses. THIS INSTRUMENT PREPARED BY -23- 40. To the extent any lift stations are required on the property they will be conveyed to Orange County at the time of platting. All such lift stations shall be fenced with black metal decorative fence 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. 41. Each fire hydrant shall be OSHA Yellow in color and a blue reflective marker shall be affixed to the street in the center of the lane closest to each hydrant. 42. 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 on corner lots at certain locations, the sidewalks will be extended to the curb and the appropriate ramps will then be constructed. The property owners association 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. 43. All commercial Lots will be a minimum of one (1) acre in size. 44. The Amended Preliminary Plan for the property shall include Master Architectural, Signage, Lighting and Landscape Package Plans, which will be subject to the review and approval by the City, All commercial Lot uses shall conform to the Master Architectural, Signage, Lighting i4tandscape Package Plans. 45. All cross acce's's';utility and, drainage easements shall be provided prior to or at the time of platting. v,#v 46. All legal instrume eluding but t united to articles of incorporation, bylaws, and declaration of covernants and restrictions for the Association, deeds in favor of the Association or the City, and easement documents shall be provided to the City for review and approval prior to or at the time of platting all or a portion of the property. 47. All tracts to be conveyed to the City will be conveyed by Warranty Deed at the time of platting, unless otherwise noted. Notwithstanding the conveyance of any tract to the City, until such time as any improvements contemplated for said tract are commenced, the Developer shall be responsible for the maintenance of the tract. 48. All roads that are public will be dedicated to the public unless otherwise noted. It is anticipated that all roads will be private. 49. Parking for individual lots or dwelling units shall be provided in accordance with the City of Ocoee Land Development Code. THIS INSTRUMENT PREPARED BY -24- 50. Pursuant to Section 4-4(G)(7) of the Ocoee Land Development Code, all subdivision signage must be consistent with the legally assigned name of the subdivision. Any subsequent change to the name of the subdivision must be approved by the City Commission. 51. Final street naming will be coordinated through the City Building Department at the time of final plat submittal. 52. All building pad elevations shall exceed the 100-year flood elevation by a minimum of two (2) feet. 53. All multifamily residential buildings comprised of three =or more dwelling units, regardless of square footage or number of stories, will include automatic fire protection systems. 54. The residential portion of the development will comply with section 6-15 of the Ocoee Land Development Code regarding multi -family development standards. 55. No Condition of Approval set forth herein shall modify, nullify, alter, affect or amend in any way any Orange County permits or approvals issued or granted prior to the City Commission's approval of this Substantial Change to the Orange County Belmere PD Land Use Plan (the "Plan"). Such County permits and approvals shall include, but not be limited to, the following: a. Orange County Site work permit number B07901054. b. Orange County Mass Grading/Excavation number "XXXXXXXX"(forthcoming). G .,5Be1 Planned Development — Parcel H/The Villas at Belmere Preliminary Subdi°'" "` Plan, as approved by the Orange County Board of County Commiss ,,,,Ts on January 30, 2007 (the "Approved Preliminary Plan"). d. Plat of Maguir& Shoppes I1, recorded in Plat Book 71, Page 54, Public Records of ,'Orange Coun?Tlorida (the "Orange County Plat"). Orange Couuyx ing permits issued pursuant to application #'s B07901518 and B07901260 for he CVS and for the Retail/Bank building on Maguire Road, respectively. FDEP Water and Sewer Permits and (if desired) SJRWMD Permit . (if desired) THIS INSTRUMENT PREPARED BY -25- 56. The Approved Preliminary Plan remains in full force and effect until such time that it may be amended by the City to be consistent with this Plan. The Developer shall submit to the City an Amended Belmere Planned Development — Parcel H/The Villas at Belmere Preliminary Subdivision Plan (the "Amended Preliminary Plan") that is consistent with this Plan. The Amended Preliminary Plan shall be subject to the review and approval of the City in accordance with the applicable provisions of the Ocoee Land Development Code. 57. Prior to the issuance of any building permits for Lot 1 of the Orange County Plat, such Lot will be replatted in the City in accordance with the,: applicable provisions of the Ocoee Land Development Code. THIS INSTRUMENT PREPARED BY _26_ EXHIBIT "C" WAIVERS ITEM CODE ISSUE STANDARD PROPOSED JUSTIFIC, 1 Article V Building Height 35 feet max. 45 feet max. Proposed Section 5 for ACLF and MF Residential Table 2 THIS INSTRUMENT PREPARED BY -27- EXHIBIT "D" ROBERSON ROAD IMPROVEMENTS - SCOPE 4 THIS INSTRUMENT PREPARED BY _28_ EXHIBIT "E" PERMITTED ENCUMBRANCES THIS INSTRUMENT PREPARED BY -29- FOLEY FOLEY & LARDNER LLP ATTORNEYS AT LAW MEMORANDUM CLIENT -MATTER NUMBER 020377-0861 TO: Sherry Seaver, Development Review Coordinator FROM: Nicholas N. Palmer, Assistant City Attorney DATE: February 28, 2008 RE: Belmere Shoppes: Annexation & Substantial Change to Orange County Belmere PD Land Use Plan Project No. AX-06-07-09 (Third Review) In connection with the above -referenced project, we have reviewed the following documents: 1. Transmittal letter from JW Rapson Real Property Advisors dated February 19, 2008 and stamped received by the City of Ocoee on February 19, 2008; 2. Responses to prior City review comments (the "Response Letter"); and 3. Substantial Change to the Orange County Belmere PD Land Use Plan, date stamped received by the City of Ocoee on February 19, 2008 (the "Plan"). This memorandum supersedes our previous memoranda dated December 3, 2007 and February 3, 2008. Based upon our review of the documents noted above and pursuant to the Land Development Code, we have the following comments: I. Comments Directed to City Staff The following comments are addressed to and/or request direction from City Staff and, unless otherwise noted, do not require any response from the Applicant. These comments should be discussed as TSRC so that the Applicant and City Attorney are fully advised regarding City Staffs direction. 1. City Staff should note that we received a revised draft of the Development Agreement for the project directly from the Developer's attorney. We will provide any comments related thereto under separate cover. City Staff should note that any DRC Motion to recommend ORLA_758504.1 FOLEY FOLEY & LARDNER LLP approval of the Plan should be subject to and conditioned upon the execution of an Annexation and Development Agreement mutually agreeable to the Developer and the City. II. Repeat Comments The following comments were included in the City Attorney's prior memoranda regarding the Plan, however, they were not fully addressed as part of the Applicant' s current submittal. The following comments may also relate to prior comments provided by other City Departments that were not fully addressed as part of the Applicant's current submittal. 2. [Repeat Comment] Please provide a current title report or attorney's title opinion (the "Title Report") showing the record owner(s) of the property, and listing all mortgages, easements and/or other encumbrances affecting the property. Please note that the Title Report must reference the same metes and bounds legal descriptions set forth on the Verified Legal Description Form provided with the Application. In addition, please provide copies of all documents referenced in the Title Report. We note that the Response Letter indicates that Unicorp will provide the requested Title Report. Please be advised that the City Attorney has not received a copy of the Title Report. Please provide a copy of the Title Report for our review. 3. [Repeat Comment] We note that the Survey has been revised to delete certain easements that were shown on the survey that was provided with the Applicant's first submittal. Please be advised that the Survey must show all easements listed in the Title Report requested pursuant to Comment No. 2 above that are capable of being plotted. 4. [Revised Comment] It is our understanding that the Developer has entered into an agreement with Orange County related to the deferral of impact fees. Please provide a copy of such agreement. 5. [Repeat Comment] Please revise the Plan to delete the words "proposed" and "prop." from throughout the Plan. We note that the word "proposed" has not been deleted from Sheet PD-5 of the Plan. Specifically, please revise the references to Gross Density and Net Density located under the "Land Use Type 3 — Multi -Family" heading on Sheet PD-5 of the Plan to delete the word "proposed." III. Comments in Response to New Plan The following comments are based on changes made to the Plan 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. Please revise Sheet PD-10 of the Plan to move the introductory paragraph that references existing Orange County permits to the end of the list of COA's. This item should be listed as COA No. 55. Please do not renumber the other COA's. In addition, please revise this COA as follows: a. Revise the 3rd line to replace the word "Plan" with the words "Substantial Change to the Orange County Belmere PD Land Use Plan (the "Plan")." 2 ORLA_758504.1 :FOLEY FOLEY & LARDNER LLP b. Add the following items to the list of Orange County permits: i. Belmere Planned Development — Parcel H/The Villas at Belmere Preliminary Subdivision Plan, as approved by the Orange County Board of County Commissioners on January 30, 2007 (the "Approved Preliminary Plan"). ii. Plat of Maguire Shoppes II, recorded in Plat Book 71, Page 54, Public Records of Orange County, Florida (the "Orange County Plat"). 7. Please revise Sheet PD-10 of the Plan to add the following as COA No. 56: The Approved Preliminary Plan remains in full force and effect until such time that it may be amended by the City to be consistent with this Plan. The Developer shall submit to the City an Amended Belmere Planned Development — Parcel H/The Villas at Belmere Preliminary Subdivision Plan (the "Amended Preliminary Plan") that is consistent with this Plan. The Amended Preliminary Plan shall be subject to the review and approval of the City in accordance with the applicable provisions of the Ocoee Land Development Code. 8. Please revise Sheet PD-10 of the Plan to add the following as COA No. 57: Prior to the issuance of any building permits for Lot 1 of the Orange County Plat, such Lot will be replatted in the City in accordance with the applicable provisions of the Ocoee Land Development Code. 9. Please revise COA No. 1 on Sheet PD-10 of the Plan to delete the following language: "(e.g. roads, schools, etc.)." 10. Please revise COA No. 8 on Sheet PD-10 of the Plan to add the word "Ocoee" immediately before the words "Land Development Code." 11. Please revise COA Nos. 20, 24, 25, and 44 to replace the words "Final Subdivision Plan" with the words "Amended Preliminary Plan." 12. Please revise COA No. 28 to replace the words "Final Grading Plan" with the words "Amended Preliminary Plan." If you have any questions regarding this matter, please do not hesitate to call. cc: Paul E. Rosenthal, City Attorney 3 ORLA_758504.1 Annexation,1. .. 2. Substantial Change to the Land Use Plan Mayor S. Scott Vandergrift City Manager Robert Frank STAFF REPORT TO: The Planning and Zoning Commission FROM: Michael Rumer, Principal Planner A7V_ Commissioners Gary Hood, District 1 Scott Anderson, District 2 Rusty Johnson, District 3 Joel F. Keller, District 4 DATE: March 11, 2008 SUBJECT: Substantial Change to the Orange County Belmere PD Land Use Plan Project # RZ-07-06-10 Commission District # 3 — Rusty Johnson ISSUE: Should the Planning and Zoning Commission recommend approval of a Substantial Change to the Orange County Belmere PD Land Use Plan? BACKGROUND: The subject property, Tract H is zoned Planned Development (PD) and is located within the Belmere PD in Orange County. The Belmere PD, which encompasses +/- 455 acres, was originally approved by the Orange County Board of County Commissioners on May 21, 1985 as the Lake Whitney PD. The northern portion of the PD was set aside as Tract G which consisted of 177 acres that was labeled as `Future Development". In 1995 the PD Land Use Plan (LUP) was amended to permit 708 dwelling units in Tract G. A subsequent non substantial amendment in 1999 carved out Tract H from Tract G. Tract H is the property that is now owned by the Unicorp entities. The 1999 LUP delineates Tract H as (1) Commercial totaling 42,960 s.f. and 5 acres maximum (2) Multi -family totaling 180 units and (3) Adult Care living Facility (ACLF) or Adult Living Facility (ALF) totaling 130 units. The LUP also explains how the multi -family and ACLF or ALF units can be converted to single-family units. The LUP states that one multi -family unit is to be counted as equal to one single-family unit and seven (7) ACLF or ALF units are to be counted equal to one single-family unit. The LUP also contains a note that any number of allowed 180 multi -family units or 130 ACLF or ALF units can be converted at the above ratios to single-family units on Tracts A-F. Any number of the unused single-family units on Tracts A-F can be transferred to Tract G or Tract H. On February 21, 2006, the Orange County Board of county Commissioners approved another Substantial Change to the LUP when it approved a conversion of 180 multi -family and 130 ACLF units approved in Tract H to 202 attached single-family dwelling units. The conditions of The Planning and Zoning Commission Meeting Date March 11, 2008 Page 2 of 3 approval of this change included the following restriction; "Tract H shall be limited to a maximum of 202 attached or detached single-family residential units and 42,960 square feet of commercial use. Notwithstanding the notes on the previously approved LUP, no additional residential units will be permitted to be transferred from any other parcels of this PD to Tract H. Current Proposal: The developer is proposing to develop 216 multi -family units, 85 ALF units and up to 42,960 s.f. of commercial on Tract H. The proposed maximum height for the multi- family and ALF is 45 feet. In order to accommodate the developer's residential plans, the City will need to annex the property and approve a Substantial Change to the LUP for Tract H. More specifically, the 202 single-family units currently approved for Parcel H will need to be changed to 216 multi -family units and 85 ACLF or ALF units. This will be accomplished by (1) converting the 202 single-family units to 202 multi -family units using the land use conversion formula and (2) recapturing the equivalent of 26 residential units for conversion to 85 ALF units and 2 multi- family units. DISCUSSION: As indicated above, this amendment will change Conditions of Approval from the 2006 Amended Belmere PD LUP for Tract H. Specifically, the applicant is requesting a Substantial Change to the LUP regarding the following items: a. Remove the restriction of Tract H to be limited to a maximum of 202 attached or detached single-family residential units and 42,960 s.f. (maximum of 5 acres) of commercial use that would revert back to the previous approved condition that permitted multi -family and ACLF or ALF units and 42,960 s.f. (maximum of 5 acres) of commercial use. b. Revise the condition that prohibits the transfer of unused residential units from Tracts A- F to Tract H. c. Revise the 35 ft. maximum height limitation for the Multi -family and ALF to 45 feet. Please note that the request to increase the maximum height to 45 feet is the only "new" condition requested for the PD LUP. To justify the height request for the multi -family units, the applicant has proposed a 25 ft. landscape buffer along the southern and western property boundary that abuts Belmere and will provide significantly more vegetative plantings then is required. The developer also placed the multi -family units away from the perimiter and adjacent to the pond. The location of the multi -family units will be on average 180 ft. away from the western property line with the exception of one building located 140 ft. from said line. The proposed ALF is located on Maguire Road and will maintain a 100 ft. setback from the new right-of-way line. In addition to the increased building setbacks and buffering, the developer will provide the City with the following benefits: The design of the Roberson Road improvements and engineer cost estimate for the improvements. 2. The developer will construct all of the Roberson Road improvements while it is making the improvements stipulated in the previously approved PD LUP from Orange County for the City of Ocoee. The City will repay the developer for all costs associated with the The Planning and Zoning Commission Meeting Date March 11, 2008 Page 3 of 3 Roberson Road improvements that are above what is required from the Orange County approved Belmere PD LUP from the impact fees received for the project. 3. The developer has requested and received permission to delay paying the impact fees for the CVS and other commercial building to Orange County and will pay them to the City of Ocoee. 4. The developer has agreed to maintain the existing stormwater pond on the corner of Maguire Road and Via Andiamo Drive. 5. The development will be architecturally cohesive in that the multi -family, ALF and the commercial buildings will have a similar architectural appearance. 6. The City will realize $1.5 million ± in impact fees that will directly benefit Roberson Road, Police, Fire, and Parks and Recreation Departments. DEVELOPMENT REVIEW COMMITTEE RECOMMENDATION: The proposed Orange County Belmere PD Substantial Change was reviewed by the Development Review Committee (DRC) on February 28, 2008. The Committee discussed how the development is vested for concurrency with respect to roads and schools, and how the impact fees will be used. The DRC also discussed the process of taking the project as a Substantial Change to a PD Land Use Plan and received assurance from the City Attorney and the client's attorney that the process was correct. The DRC recommended approval subject to the execution of the Annexation and Development Agreement, incorporating the changes in the City Attorney memorandum by the City Commission meeting and providing new architectural renderings of the multi -family units by the Planning and Zoning meeting. STAFF RECOMMENDATION: Based on the recommendation of the DRC, Staff recommends that the Planning and Zoning Commission recommend approval of the Substantial Change to the Orange County Belmere PD Land Use Plan to permit 216 multi -family units and an 85 unit ALF, removal of the condition prohibiting the transfer of unused residential units from Tracts A-F to Tract H, and permitting the multi -family and ALF to have a maximum height of 45 feet, and further subject to the Annexation of the property and the execution of the Annexation and Development Agreement. Attachments: Belmere PD Location Map Draft Annexation and Development Agreement City Attorney's Comments Dated February 28, 2008 Substantial Change to the Belmere PD Land Use Plan Dated 03/04/2008 O:\Staff Reports\2008\SR080015_MR_BelmereAmendmentToPD_P&Z.doc March 11.2O08 Planning and Zoning Commission Page 4 AfeVV additional concerns were addressed, and the DRC voted unanimously to [eOODl[DGDd 8pprOV@/ Of the Preliminary/Final Subdivision — Pr8|iDliD@[V/FiD8/ Site Plan date stampedJ8RU@[V 25' 2008, and all seven waiver [8qU8GtG, SU8Ct to 'e satisfaction Ofthe outstanding concerns prior tothe plans being p[eSeOtedtothSC||ty^ Commission. ta recommends that the Planning and Zoning Commission reCD0OleDd 3ppFOV@/ of the ��. Pre .......r. ".". ^'""=vmmn rm'/ — r/m/nnmaryVMn8/ Site Plan for Lake E}UU8[ Professional � Campus, and all seven waiver requests, subject to the satisfaction of the outstanding concerns prior to the plansplansbeing presented to the City Commission. Attachments: Location Map FLU Map Zoning Map Aerial Map Planning Division Comments Engineering Department Comments Legal Department Comments rxxu aunowis/omnne/ Site Plan for Lake Butler Professional Campus, date stamped January25 2008 0:\Staff Reports�2008\SR080011—BHLkButlerPnfCam�F—Su�����&Z.doc THIS INSTRUMENT PREPARED BY AND SHOULD BE RETURNED TO: Paul E. Rosenthal, Esq. FOLEY & LARDNER I I I North Orange Avenue, Suite 1800 Post Office Box 2193 Orlando, FL 32802-2193 (407)423-7656 AFTER RECORDING RETURN TO: Beth Eickenberry, City Clerk CITY OF OCOEE 150 North Lakeshore Drive Ocoee, Florida 34761 Tax Parcel Identification Number(s): 31-22-28-5477-02-000 31-22-28-5477-00-001 31-22-28-5477-03-000 32-22-2 8-0000-00-065 31-22-28-5477-01-000 IERE PLANNED DEVELOPMENT) THIS ANNE ONANN '.DEVELOPMENT AGREEMENT (the "Agreement") is made and entered into thi day of , 2008, by and between the CITY OF OCOEE, a Florida municipa.,rporation, whose mailing address is 150 North Lakeshore Drive, Ocoee, Florida 34761 (the "City'%. MAGUIRE SHOPPES II, LLC, a Florida limited liability company, whose mailing address` is, 7505 West Sand Lake Road, Orlando, Florida 32819 ("Shoppes"), and MAGUIRE ROBERSON, LLC, a Florida limited liability company, whose mailing address is 7505 West Sand Lake Road, Orlando, Florida 32819 ("Roberson") (Shoppes and Roberson are sometimes collectively referred to herein as the "Owner"). WITNESSETH: WHEREAS, Shoppes owns certain real property located in unincorporated Orange County, Florida, having Tax Parcel Identification Numbers 31-22-28-5477-02-000, 31-22-28- 5477-00-001, 31-22-28-5477-03-000 and 31-22-28-0000-00-065, and (the "Shoppes Parcel"); and THIS INSTRUMENT PREPARED BY WHEREAS, Roberson owns certain real property located in unincorporated Orange County, Florida, having Tax Parcel Identification Number 31-22-28-5477-01-000 (the "Roberson Parcel"); and WHEREAS, Shoppes Parcel and Roberson Parcel are sometimes hereinafter collectively referred to as the "Property." The Property is more particularly described in Exhibit "A" attached hereto and by this reference made a part hereof, and WHEREAS, pursuant to Section 171.044, Florida Statutes, the Owner has petitioned the City Commission of the City (the "Ocoee City Commission") to voluntarily annex the Property into the corporate limits of the City (the "Annexation Petition"); and, WHEREAS, the Owner has also petitioned the Ocoee City Commission to approve plans for a Substantial Change to the Orange County Belmere PD Land Use Plan date stamped as received by the City on , 2008 (hereinafter referred to as the "Land Use Plan") and, on , the Ocoee City Commission approved the petition pursuant to the adoption of Ordinance No. (the "Zoning Ordinance"); and WHEREAS, the Zoning Ordinance includes approval of the Conceptual Master Plan for the Property; and WHEREAS, the Owner and the City have agreed to enter into a development agreement incorporating all plans and conditions of approval by reference; and WHEREAS, the Planning and Zoning Commission has held a public hearing to review the Annexation Petition and at such hearing found the annexation of the Property to be consistent with the Ocoee Comprehensive Plan and Joint Planning Area Agreement between the City and Orange County, Florida, a charter county and political subdivision of the State of Florida (the "County"), and has., recommended that the Ocoee City Commission annex the Property into the corporate;lirrtits o -pity; and WHEREAS, the City has required that the Owner execute this Agreement as a condition precedent to the considerate_ of the Annexation Petition by the Ocoee City Commission; and WHEREAS, the OqCity Commission has reviewed the proposed annexation and found the proposed annexation to be consistent with the Ocoee Comprehensive Plan and the JPA Agreement; and WHEREAS, the City has determined that the execution of this Agreement is essential to the public health, safety and welfare and the ability of the City to plan for proper traffic circulation in the vicinity of the Property in accordance with the Ocoee Comprehensive Plan; and WHEREAS, the County has previously issued various permits with respect to Owner's development of the Property (the "County Approvals"); and THIS INSTRUMENT -2- PREPARED BY WHEREAS, pursuant to the County Approvals, Shoppes has commenced construction of a 12,900 sq. ft. retail shopping center and a 14,060 sq. ft. CVS drug store on the Shoppes Parcel; and WHEREAS, the County Approvals include, but are not limited to, (i) the platting of the Property pursuant to MAGUIRE SHOPPES II, according to the plat thereof recorded January 24, 2008, in Plat Book 71, Pages 54-56, Public Records of Orange County, Florida, and (ii) that certain Preliminary Subdivision Plan approval for a townhouse development on the Roberson Parcel approved by the Orange County Board of County Commissioners on , 200; and WHEREAS, the Preliminary Subdivision Plan shall be deemed to be replaced and superseded by the Zoning Ordinance and by the execution of this Agreement; and WHEREAS, the City has determined that, subject to the terms, conditions and limitations hereinafter set forth, it is feasible to extend municipal services to the Property on the same terms and conditions afforded to all property owners within the City except to the extent set forth in this Agreement; and WHEREAS, the City has conducted an Annexation Feasibility & Public Facilities Analysis with respect to the annexation of the Property and determined that this Agreement and the annexation of the Property is consistent with the goals, objectives and policies of the Ocoee Comprehensive Plan; and WHEREAS, tl City and Owner desire to address in this Agreement certain matters related to the terms, conditions related to the annexation and development of the Property. NOW, THE RED>,in, onsidqration of the premises and the mutual promises and agreements set forth her w 'other good and valuable consideration the receipt of which is hereby acknowledged and intending to be legally bound hereby, the parties hereto do hereby agree as follows: Section 1. Recitals. The Recitals set forth above are true and correct and by this reference are incorporated herein as part of this Agreement. Section 2. Annexation. Prior to the execution of this Agreement by the City, the Ocoee City Commission has adopted Ordinance No. 2008— for Case No. AX-06-07-09, thereby redefining the corporate territorial limits of the City to include the Property. Section 3. Development of the Property. A. The Owner hereby agrees to develop the Property in accordance with the Zoning Ordinance and this Agreement. The Land Use Plan is hereby incorporated herein by reference as if fully set forth herein. THIS INSTRUMENT -3- PREPARED BY B. The Owner hereby agrees that the Property shall be developed in accordance with and is made subject to those certain Conditions of Approval attached hereto as Exhibit "B" and by this reference made a part hereof (the "Conditions of Approval"). The Owner further agrees to comply with all of the terms and provisions of the Conditions of Approval. The Conditions of Approval attached hereto as Exhibit "B" are the same as the Conditions of Approval set forth in the Land Use Plan. C. Except as otherwise set forth or contained in this Agreement or on the Land Use Plan, it is agreed that (1) the Owner shall comply with the zoning and subdivision regulations of the City as set forth in the Ocoee Land Development Code, as it may from time to time be amended, and (2) all preliminary subdivision plans, final subdivision plans, and final site plans for the Property or any portion thereof shall conform to the Ocoee Land Development Code requirements in effect at the time of approval of any such plans. In the event of any conflict between the provisions of the Ocoee Land Development Code, as it may from time to time be amended, and this Agreement or the Land Use Plan, it is agreed that the provisions of this Agreement or the Land Use Plan, as the case may be, shall control. D. All capitalized terms not otherwise defined herein shall be as defined or described on the Land Use Plan, unless otherwise indicated. Section 4. Waivers from the Ocoee Land Development Code. Pursuant to the Zoning Ordinance, Owner has been granted waivers from the requirements of the Ocoee Land Development Code, said wwers being set forth in Exhibit "C" attached hereto and by this reference made a part hgot Section 5. Cnnvevance of lht-of- A. Roberson R`" -c &Way Conveyance. Within sixty (60) days following receipt of written notices City requesting the same, but in no event later than the time of the issuance of the first Certf cate of Occupancy for any building to be built on the Roberson Parcel, Roberson shall dedicate and convey the following to the City fee title in and to a 20'- wide strip of land located adjacent to Roberson Road and running the westerly 356.4' of the Roberson Parcel (the "Roberson Right -of -Way Land"). B. Roberson Sidewalk Easement. Within sixty (60) days following receipt of written notice from the City requesting the same, but in no event later than the time of the issuance of the first Certificate of Occupancy for any building to be built on the Roberson Parcel, Roberson shall grant the City a 5' sidewalk easement located adjacent to Roberson Road and running the entire east -west length of the Roberson Parcel (the "Roberson Sidewalk Easement"). C. Shoppes Sidewalk Easement. Within sixty (60) days following receipt of written notice from the City requesting the same, but in no event later than the time of the issuance of the first Certificate of Occupancy for any building to be built on the Shoppes Parcel, Shoppes shall grant the City: (i) a 5' sidewalk easement located adjacent to Roberson Road and running the entire east -west length of the Shoppes Parcel, and (ii) an 8' sidewalk easement located adjacent THIS INSTRUMENT -4- PREPARED BY to Maguire Road and running the entire north -south length of the Shoppes Parcel (collectively, the "Shoppes Sidewalk Easement"). The Roberson Sidewalk Easement and the Shoppes Sidewalk Easement shall sometimes be collectively referred to herein as the "Easements." D. Title. 1. Roberson Right -of -Wad Fee title to the Roberson Right -of - Way Land shall be dedicated and conveyed by Roberson to the City by warranty deed free and clear of all liens and encumbrances except for the "Permitted Encumbrances" (defined below) and any other matters deemed acceptable by the City in its sole and absolute discretion. Prior to the conveyance of the Roberson Right -of -Way Land to the City, Roberson shall be solely responsible for the Roberson Right-df-Way Land, including but not limited to the maintenance thereof and the payment of all applicable taxes. The form of the warranty deed shall be subject to the approval of the City. Real property taxes on the RobersonParcel shall be prorated as of the day before the City's acceptance of the dedication and conveyance of title to the Roberson Right -of -Way Land, and the prorated amount of such real property taxes attributable to Roberson shall be paid and escrowed by:Roersan in accordance with the provisions of Section 196.295, Florida Statutes; provided, however, that if the conveyance occurs between November 1 and December 31, then Roberson shall be responsible for the real property taxes for the entire year. 2. Easements. The Easements shall be conveyed to the City free and clear of liens and encumbrances except for the Permitted Encumbrances and any other matters deemed acceptable by the City in its sole and absolute discretion. The form of the easement instruments shall be subject to the approval of the City. 3. eyance Procedures. Contemporaneously with the dedication and core -ance to the City of the Roberson Right -of -Way Land and the grant*, of the Easements, the respective conveying parties shall provide to the y a current attorney's opinion of title, or a current title comrrient, to be followed by a policy of title insurance, evidencing that fee,.,,, i ' le title to these lands is free and clear of all liens and Cumbrances except for those matters acceptable to the City. The costs and expenses related to the conveyance and dedication of these lands, including the cost of title work, shall be borne solely by the conveying party. E. Impact Fee Credits for Convey Neither the Owner, nor its successors and assigns, nor any other person or entity shall be entitled to any road impact fee credits or other compensation of any kind for, on account of, or with respect to the required dedication and conveyance of either the Roberson Right -of -Way Land or the Easements to the City. THIS INSTRUMENT -5- PREPARED BY Section 6. Roberson Road Improvements. A. General. Owner and the City have agreed that Owner's road impact fees will be pipe -lined to pay for certain improvements to Roberson Road (the "Road Improvements"). The scope of the Road Improvements shall be consistent with, and shall not exceed, that which is depicted and described on Exhibit "D" attached hereto and incorporated herein. Certain improvements depicted on Exhibit "D" provide safe and efficient access to the Property and shall not be funded with road impact fees. These improvements are not included in the definition of Road Improvements and are distinguished on Exhibit "D" by shading. B. Desig . Roberson shall design, engineer and permit the Road Improvements in connection with its preparation of the Preliminary Site Plan/Final Site Plan for the Roberson Parcel. The plan set for said Preliminary Site Plan/Final Site Plan shall include the plans for the Road Improvements. The costs to design, engineer and permit the Road Improvements shall be referred to herein as the "DE&P Costs." The Road Improvements shall be the only off -site improvements that Owner shall be responsible to construct and, in this regard, no plan, permit or approval will be conditioned upon construction of any other off -site improvements except as may be specifically shown on the Land Use Plan. C. Construction. In connection with, and at the time of, Roberson's development of the Roberson Property, Roberson will construct the Road Improvements; provided, however, that Roberson's financial obligation shall be capped at the amount of road impact fees that Owner shall be responsible for p l*., in connection with its development of the Property (the "Cap Amount"). Roberson s44 the affirmative obligation to execute a construction contract for the Road ImprovenwW' with a general contractor (the "Contractor") experienced in road construction project ,14e "Construction Contract"). The City shall be named as a third party beneficiary in the 0 tastructiop Contract. The Construction Contract shall provide for a subcontract for the inst $ 4 of the utilities, the installation of electrical distribution facilities, the installation of Iandsc,ind irrigation, and the installation of street lights in accordance with the approved engineering plans and specifications. Roberson shall provide the City with a copy of Construction Contract once it has been duly executed by Roberson and the Contractor selected to construct the Road Improvements. Thereafter, Roberson shall exercise good faith efforts to complete the construction of the Road Improvements in accordance with the approved engineering plans, specifications and permits and to obtain City inspection and approval of same. D. Road Impact Fees.Roberson will receive road impact fee credits for the DE&P Costs and the Construction Costs it incurs, up to the Cap Amount. For purposes of this Agreement, the term "Construction Costs" shall mean and refer to the cost of constructing the Road Improvements as reflected in the Construction Contract. If the sum of the DE&P Costs and the Construction Costs exceeds the Cap Amount, then Roberson shall fund the excess amount in order to complete the work. The excess amount shall accrue interest at a ten percent (10%) annual rate from the date that the Road Improvements are substantially complete as certified by the project engineer. The excess amount plus accrued interest shall be referred to herein as the "Overage." The City shall reimburse Roberson the Overage out of ad valorem property tax THIS INSTRUMENT -6 PREPARED BY receipts that it receives from the Property. The City shall not retain any of said property tax receipts until, and only after, it has fully reimbursed the Overage to Roberson. The City shall make payments to Roberson towards the payment of the Overage within fifteen days of its receipt of the property tax receipts. If the property tax receipts collected by the City in any given year are not sufficient to fully reimburse the Overage to Roberson, then interest shall continue accruing on the unpaid portion of the Overage and the City will continue collecting property tax receipts for payment to Roberson until the full amount of the Overage is paid. Road impact fees paid by the Owner to the City prior to Roberson's commencement of construction of the Road Improvements pursuant to the Construction Contract shall be held by the City in a separate account designated for payment of Construction Costs. Roberson shall tender copies of invoices received from the engineer for DE&P Costs, and from the Contractor for Construction Costs, whereupon the City shall release funds from the account to pay the Contractor. The City shall release funds to pay invoices within seven (7) days of receipt of said invoices from Roberson. If upon Roberson's completion of the Road Improvements, and the City's inspection and approval of same, impact fees remain in the separate account, then the City may close the account and utilize said remaining fees as it deems appropriate. Section 7. Preliminary Site Plan/Final Site Plan. Prior to filing an application for the Preliminary Site Plan/Final Site Plan for development of the Roberson Parcel, Roberson shall contact the City to request a pre -application conference. The conference will be conducted within fourteen days of the City's receipt of the request. The conference will be conducted to promote a proper and efficient review of the application. After Roberson files an application, the City shall provide written ; 'ce of its review comments to Roberson within thirty days of receipt of the applicationv 0rmments and questions not referenced or included within the written notice and rendered to die applicant after the City's 30-day review period has expired may not be used as the basis for, `:,additional review questions or comments and may be answered at the applicant's discretion: #hin five working days of the receipt of the statement the applicant shall provide written noti ` _ , Vie` City that the requested information will be supplied, or will not be su;`it whole orMii,art. Within 30 days after receipt of the requested information, the City sl1*review it mod. may ,manly request any additional information needed to clarify the informflon received or ti: answer new questions raised by, or directly related to, the information received. The City may raest additional information no more than twice, unless Roberson waives this limitation. If k6berson does not provide information requested by the City within 120 days of.the City's request, or within a time agreed upon by Roberson and the City, the application shall be considered withdrawn. Roberson may request that the City arrange a conference with the apprWiiate City staff after Roberson has received the second round of review comments frame )�he City and prior to the submission by the applicant of information in response to those comments. The purpose of such a conference is to resolve the City's informational needs. Section 8. Concurrency. The City acknowledges and agrees that the Property is vested for concurrency and that the development of the Property will not be subject to further concurrency review under the City's Comprehensive Plan or Land Development Code, as same may be amended from time to time. THIS INSTRUMENT -7- PREPARED BY Section 9. Grant of Easement to City for Emergency Services. A perpetual, non- exclusive access easement over all internal roadways and other paved areas within the Property is hereby granted to the City and other applicable authorities for law enforcement, fire, and other emergency services. Section 10. Agreement Runs with the Land. The Owner and the City acknowledge and agree that this Agreement is irrevocable and, further, this Agreement and all other rights and obligations of the parties hereunder are intended to and shall run with the Property, and shall bind, and inure to the benefit of, the parties hereunder and their respective successors in title. Section 11. Representations by Owner. Roberson hereby, warrants and represents to the City that it currently owns fee title to the Roberson Parcel and has foil power and authority to enter into this Agreement and that the Roberson Parcel is free and clear of all liens and encumbrances, except for the lien of the mortgage referenced in the Joinder, Consent and Subordination attached hereto and those other encumbrances (the "Permitted' Encumbrances") listed in Exhibit "E" attached hereto. Shoppes hereby warrants and represents to the City that the it currently owns fee title to the Shoppes Parcel and has full power and authority to enter into this Agreement and that the Shoppes Parcel is free and clear of all liens and encumbrances, except for the lien of the mortgage referenced in the Joinder, Consent and Subordination attached hereto and to the Permitted Encumbrances. Section 12. Notices. Any notice required to be given hereunder shall be in writing and shall be delivered in person or by certified mail, postage paid, return receipt requested as follows. If such notice is to be given to the City, such shall be given at the address set forth above. If such notice is to be given to the Owner, such shall be given at the addresses set forth above. Any notice, direction or other communication delivered or mailed, as directed above shall be deemed to be delivered as of three (3) days after the date of mailing or, if delivered personally, when received. Maguire Shoppes II, LLC 7505 West Sand Lake Road Orlando, Florida 32819 Maguire Roberson, LLC 7505 West Sand Lake Road Orlando, Florida 32819 City of Ocoee Attn: City Manager 150 North Lakeshore Drive Ocoee, Florida 34761 Section 13. Recording. The Owner acknowledges and agrees that the City shall record this Agreement in the Public Records of Orange County, Florida, at the sole cost of the Owner. THIS INSTRUMENT -$- PREPARED BY Section 14. Further Documentation. The parties agree that at any time following a request therefore by the other party, each shall execute and deliver to the other party such further documents and instruments, in form and substance reasonably necessary to confirm and/or effectuate the obligations of either party hereunder. Section 15. Miscellaneous. A. ANY FUTURE OWNERS OF THE PROPERTY SHALL TAKE TITLE TO THE PROPERTY SUBJECT TO THIS AGREEMENT AND BY ACCEPTING A DEED OF CONVEYANCE TO THE PROPERTY, AGREE TO BE BOUND BY THE TERMS AND CONDITIONS OF THIS AGREEMENT. B. For all purposes of this Agreement, the Effective Date hereof shall mean the date when the last of the City or the Owner has executed the same, and that date shall be inserted at the top of the first page hereof. C. This Agreement may not be modified or amended, or any term or provision hereof waived or discharged except in writing, in recordable form, signed by the parties hereto, or their respective successors and assigns. Any such modification or amendment shall not be effective until recorded in the Public Records of Orange County, Florida. D. Tl *ement shall be construed and enforced in accordance with, and r� erred by, the laws of the State of Florida. E 1 of the terms of this Agreement, whether so expressed or not, shall be httg upon the respective successors, assigns and legal representatives of th� des hereto and shall inure to the benefit of and be enforceable by the pales hereto and their respective successors, assigns and legal representatives. F. The headings of this Agreement are for reference only and shall not limit or otherwise affect the meaning thereof. G. In the event the either party institutes a legal proceeding against the other party, to enforce the terms of this Agreement or for breach of any of the terms, conditions or covenants of this Agreement or in the event of any litigation between the parties which arises out of this Agreement, the prevailing party shall be entitled to recover from the other party its reasonable attorneys' fees, paralegal fees and costs, both at the trial and appellate levels; provided, however, that notwithstanding the foregoing and without regard to the prevailing party, the Owner shall bear its own attorneys' fees and costs and shall reimburse the City for its attorneys' fees and costs in connection with any proceeding in which the Owner THIS INSTRUMENT _9 PREPARED BY seeks to challenge the validity or enforceability of any provision of this Agreement. H. In the event a third party institutes a legal proceeding against the City and/or the Owner, regarding the enforceability of this Agreement or any other matters arising out of or related to this Agreement or the provision of water and sewer service, the City shall have the right to decide in its sole and absolute discretion whether to defend same. If the City decides to defend same, then it shall bear all costs, fees, charges, and expenses of the City relative thereto, including but not limited to attorneys' fees and paralegal fees at both the trial and appellate levels. I. In addition to each and every remedy now or hereafter existing at law or in equity, the parties hereto expressly agree that City shall have the right to enforce this Agreement by an action for specific performance. J. This Agreement embodies and constitutes the entire understandings of the parties with respect to the subject matter hereof and all prior or contemporaneous agreements, understandings, representations and statements, oral or written, are merged into this Agreement. K. Time is hereby declared of the essence to the lawful performance of the duties and obligations contained in this Agreement. L. This Agreement may be executed in any number of counterparts, each of which shall be deemed to be an original but all of which together shall constitute one and the same instrument. If any word, sentence, phrase, paragraph, provision, or portion of this Agreement is for any reason held invalid or unconstitutional by any court ,ompetent jurisdiction, such portion shall be deemed a separate, dit, and independent provision and such holding shall not affect the valid' of the remaining portion hereof so long as the purpose and intent of this,reement can still be achieved. N. Th'Aft, hed Exhibits are part of this Agreement as though fully set forth n Agreement. THIS INSTRUMENT -10- PREPARED BY IN WITNESS WHEREOF, the City has caused this Agreement to be executed as of the day and year first written above. "CITY" CITY OF OCOEE, a Florida municipal corporation By: S. Scott''Vaudergrift, Mayor Attest: Jean Grafton, City Clerk (SEAL) FOR USE AND RELIANCE ONLY BY APPROVED BY THE OCOEE CITY THE CITY OF OCOEE, FLORIDA COMMISSION AT A MEETING HELD APPROVED AS TO FORM AND ON , 2008 LEGALITY UNDER AGENDA ITEM NO. This day of , 2008 FOLEY & LARDNER City Attorney STATE Qf~fLOT A }:r COUNTY OF ORANGE - I HEREBY CERTW.,,j( that on this day, before me, an officer duly authorized in the State aforesaid in the Countyoresaid to take acknowledgments, personally appeared S. SCOTT VANDERGRW and JEAN IWFTON, personally known to me to be the Mayor and City Clerk, respectively, of' , 'the CITY $i,7 OCOEE, a Florida municipal corporation, and that they severally acknowledged exeengine on behalf of said municipality in the presence of two subscribing witnesses freely and veil y under authority duly vested in them by said municipality. WITNESS my hand and official seal in the County and State last aforesaid this day of 2008. Signature of Notary Name of Notary (Type, Printed or Stamped) THIS INSTRUMENT -11- PREPARED BY Commission Number (if not legible on sea]): My Commission Expires (if not legible on seal): THIS INSTRUMENT -IZ- PREPARED BY IN WITNESS WHEREOF, the Owner has caused this Agreement to be duly executed the _ day of , 2008. Signed, sealed and delivered in the presence of: Signature Print/Type Name Signature Print/Type Name STATE OF COUNTY OF "SHOPPES" MAGUIRE SHOPPES II, LLC, a Florida limited liability company By:_ Name: Title: (CORPORATE SEAL) I HEREBY CERTIFY that on this day, before me, an officer duly authorized in the State and County aforesaid to take acknowledgments, personally appeared , as of MAGUIRE SHOPPES II, LLC, a Florida limited liability company, who [ ] is personally known to me or [ ] produced as identification, and that he acknowledged executing ,Mite oing instrument on behalf of said corporation in the presence of two subscribinlg wit'"�eely and voluntarily under authority duly vested in him/her by said corpotioi, and that t*";l affixed hereto is the true corporate seal of said corporation. a official seal in the County and State last aforesaid this day Signature of Notary Name of Notary (Type, Printed or Stamped) Commission Number (if not legible on seal): My Commission Expires (if not legible on seal): THIS INSTRUMENT -13- PREPARED BY Signed, sealed and delivered in the presence of: Signature Print/Type Name Signature Print/Type Name "ROBERSON" MAGUIRE ROBERSON, LLC, a Florida limited liability company By: Name: Title: STATE OF COUNTY OF I HEREBY CERTIFY that on this day, bee me, an officer duly authorized in the State and County aforesaid to take acknowledgments, personally appeared as of MAGUIRE ROBERSON, LLC, a Florida limited liability cinpany, who [ ] is personally known to me or [ ] produced as identification, and that he acknowledged executing the foregoing instrument in the presence of two subscribing witnesses freely and voluntarily. WITNESS *,and and official seal in the County and State last aforesaid this of 2008. Signature of Notary Name of Notary (Type, Printed or Stamped) Commission Number (if not legible on seal): My Commission Expires (if not legible on seal): day THIS INSTRUMENT -14- PREPARED BY JOINDER, CONSENT AND SUBORDINATION The undersigned hereby certifies that FIRST UNION NATIONAL BANK is the holder of a mortgage, lien or other encumbrance upon all or a portion of the above described Property, and that the undersigned hereby joins in and consents to the foregoing instrument and agrees that its mortgage, lien or other encumbrance, which is recorded, or evidence thereof recorded, in Official Records Book 6136, Page 2092; Book 6396, Page 4373; Book 6136, Page 2108; Book 6396, Page 4377; Book 6136, Page 2116; Book 6396, Page 4381 all of the Public Records of Orange County of Florida, shall be subordinated to the foregoing instrument. IN WITNESS WHEREOF, the undersigned has executed this Joinder, Consent and Subordination as of the day of , 2008. Signed, sealed and delivered FIRST UNION NATIONAL BANK in the presence of: Signature Print/Type Name Signature Print/Type Name' STATE OF COUNTY OF x By: Print Name: Its: (CORPORATE SEAL) :. THIS IS TO CER that on this day of , 2008, before me, an officer duly authorized to take acknowledgments in the State and County aforesaid, personally appeared as of FIRST UNION NATIONAL BANK, who [ ] is personally known to me or [ ] produced as identification, and that who acknowledged that he as the individual described in and who executed the foregoing instrument and acknowledged the execution thereof to be his/her free act and deed as such officer thereunto duly authorized, that the official seal of said corporation is duly affixed thereto. IN WITNESS WHEREOF, I have hereunto set my hand and seal on the above date. Signature of Notary Name of Notary (Type, Printed or Stamped) Commission Number (if not legible on seal): My Commission Expires (if not legible on seal): THIS INSTRUMENT -15- PREPARED BY JOINDER, CONSENT AND SUBORDINATION The undersigned hereby certifies that SUNTRUST BANK CENTRAL FLORIDA, NATIONAL ASSOCIATION is the holder of a mortgage, lien or other encumbrance upon all or a portion of the above described Property, and that the undersigned hereby joins in and consents to the foregoing instrument and agrees that its mortgage, lien or other encumbrance, which is recorded, or evidence thereof recorded, in Official Records Book 5729, Page 2637; Book 5729, Page 2643; Book 6751, Page 2741; Book 6751, Page 2751; Book 6751, Page 2759; Book 6751, Page 2776; Book 6751, Page 2786, all of the Public Records of Orange County of Florida, shall be subordinated to the foregoing instrument. IN WITNESS WHEREOF, the undersigned has executed this Joinder, Consent and Subordination as of the day of , 2008. Signed, sealed and delivered in the presence of - Signature Print/Type Name Signature Print/Type Name STATE OF COUNTY OF me, an 'Officer duly 'a" persoxly appeared BANK CENTRAL FLO me or [ ] produced as the individual describe execution thereat be h the official seal of saidc SUNTRUST BANK CENTRAL FLORIDA, NATIONAL ASSOCIATION By: Print Name: Its: (CORPORATE SEAL) TIFY, that on this day of , 2003, before rized to take acknowledgments in the State and County aforesaid, , as of SUNTRUST "A, NATIONAL ASSOCIATION, who [ ] is personally known to } as identification, and that who acknowledged that he d > d who executed the foregoing instrument and acknowledged the free act and deed as such officer thereunto duly authorized, that gyration is duly affixed thereto. IN WITNESS `WHEREOF, I have hereunto set my hand and seal on the above date. Signature of Notary Name of Notary (Type, Printed or Stamped) Commission Number (if not legible on seal): THIS INSTRUMENT PREPARED BY My Commission Expires (if not legible on THIS INSTRUMENT PREPARED BY -I%- EXHIBIT "A" LEGAL DESCRIPTION SHOPPES PARCEL: Lots 2 and 3 of MAGUIRE SHOPPES II, according to the plat thereof recorded January 24, 2008, in Plat Book 71, Pages 54- 56, Public Records of Orange County, Florida. ROBERSON PARCEL: Lot 1 of MAGUIRE SHOPPES II, according to the plat thereof recorded January 24, 2008, in Plat Book 71, Pages 54-56, Public Records of Orange County, Florida THIS INSTRUMENT PREPARED BY -18- EXHIBIT "B" CONDITIONS OF APPROVAL 1. The City of Ocoee acknowledges that the Belmere PD/project has concurrency vesting for all public facilities and services pursuant to the terms of that certain Concurrency Vested Rights Certificate #92-000317 issued by Orange County, as amended. 2. The City of Ocoee acknowledges that the Belmere PD/project is vested for the so-called "Martinez Initiative" as a result of the Orange County Board of County Commissioners having approved the Belmere PD prior to the County's implementation of the initiative on March 29, 2000. 3. The City of Ocoee is subject to the terms, provisions and restrictionsof 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. 4. To the extent any Condition of Approval contained herein conflicts with any Condition of Approval imposed in connection with any prior Orange County approval related to the Belmere PD, the Condition of Approval contained herein shall control and supersede the prior conflicting Condition of Approval 5. This project may be developed in as many as 5 phases. 6. Each phase of the project will stand on its own with respect to public services (sewer, water, stormwater management, access and other related services). 7. Exert as ically noted on this Plan, development of this project shall be consistent with the requ-fi*oents of the City of Ocoee Code. 8. Nothing herein s be construed to waive any provision of the Ocoee Land De�lppment Code e cept to the extent expressly set forth on a waiver table or explicitly set out on this Plan. 9. To the ext�thePl?W and these Conditions of Approval conflict with the City of Ocoee Land Devel to* if Code, the provisions of this Plan and these Conditions of Approval shall control. 10. 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 Owner/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 THIS INSTRUMENT PREPARED BY -19- 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. 11. There shall be no access from the project to any public roads except at the approved locations shown on the Plan. All access rights to all public roads, except at approved locations shown on the Plan, shall be dedicated to the Ck, of Ocoee at the time of platting. 12. Any damage caused to any public roads as a result of the construction. activities related to the project or any portion thereof shall be promptly repaired to the applicable government standards at the sole cost and expense of the owner of the portion of the project being developed in connection with such construction activities. 13. A property owners association .(the "Association") will be created for maintenance and management of all common areas, unless otherwise noted. All tracts owned by the City shall be exempt from assessments by, or participation in, the Association unless otherwise agreed to by the City. Notwithstanding the foregoing, the City on its own may elect to participate on the Board for the Association formed and/or retain voting rights for tracts owned by the City. 14. All tracts, which are to be owned and maintained by the Association, shall be conveyed to the Association by warranty deed at the time of platting. 15. All poxatln area improvements including entry features, walls, landscaping and sidewalks aio all roads, as well as landscaping around the retention pond tracts and lift �tion tracts §�.be completed prior to issuance of the Certificate of Completion for 16. Street .lights, securit lights and lighting for common areas meeting current code requirements shall Ystalled by the Developer, prior to a Certificate of Completion being issued, and ticost of operations will be assumed by the Developer in accordance with Section �P'—",6f the Ocoee Land Development Code. If applicable, the Developer and the Association will be required to complete and execute a City of Ocoee Developers and Homeowners Association Agreement for Upgraded Street Lights, as found in the Ocoee Land Development Code, Form 12. 17. Unless otherwise noted, a 5' utility and drainage easement will be platted along all side lot lines and a 10' utility, drainage and sidewalk easement will be platted adjacent to all street rights -of -way. Sidewalks will only be placed in this easement if necessary to run them around existing protected trees to be preserved. THIS INSTRUMENT PREPARED BY -20- 18. All utilities to be placed within the 10' easement adjacent to all street rights -of -way will be placed around existing protected trees to be preserved. 19. All drainage, utility and maintenance easements shall be for the benefit of the property owners association or other designated maintenance entities. The drainage and utility easements shall be dedicated to the perpetual use of the public at the time of platting. 20. Drainage easements between lots are shown for location only. Final easement dimensions will be shown on the Amended Preliminary Plan and will be sized to meet City requirements. 21. An emergency access easement to the retention ponds and over all drainage easements shown hereon shall be dedicated to the City for emergency maintenance purposes at the time of platting. The emergency access easement will not impose any obligation, burden, responsibility or liability upon the City, toenterupon any property it does not own or take any action to repair or maintain the drainage system on the property. 22. A perpetual, non-exclusive easement for access over all internal roadways and paved areas shall be granted in favor of the City and other applicable authorities for law enforcement, fire, and other emergency services. 23. Existing trees 8' or larger (other than citrus trees or `trash' trees) located along proposed locations of buffer wal.,or road right-of-way lines will be preserved if at all possible, the buffer walls and will be designed around those trees to incorporate them into required lands ' duffers aid as street trees. 24. The existing des on individual lots containing protected trees will be maintained as ,exists protected trees. For lots containing protected trees, much as possiw preser there will be no gi or other construction on individual lots except as specified in the Amended Preliminaryelan, until building permits are issued for those lots. 25. Removal of existing protected trees will be limited to clearing road right-of-way and retention areas as detailed in the Amended Preliminary Plan. All existing protected trees on individual lots will be evaluated at the time a building permit is issued for that lot, to determine whether or not each tree needs to be removed. 26. 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. 27. 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 THIS INSTRUMENT PREPARED BY -21- to remove a tree if the Developer has failed to take reasonable measures to preserve the trees on site. 28. The Amended Preliminary Plan will preserve existing grades on individual lots containing protected trees as much as possible. 29. Stormwater management shall be provided consistent with the requirements of the Ocoee Land Development Code and the St. Johns River Water Management District. 30. The development of the project will incorporate the stormwater needs of all public roads within the project. 31. The stormwater system, including all pipes, inlets, manholes and structures, together in Tract H (retention ponds), will be owned, operated and maintained by he Association. 32. All stormwater management ponds will be unfenced with maximum 5:1 side slopes to 2 feet below the control (normal) water level and then maximum 2:1 side slopes to the bottom of the pond. 33. Notwithstanding the conveyance of, the storm water retention ponds to the property owners association, or any provision>g the contrary contained in these conditions of approval (the "Association"), then the Developer shall remain responsible for the maintenance of the project's master stormwater management system ("SWMS"), including all master stormwater retention ponds, until such time as: (i) the SWMS for the project is constructed and appropriate certificates of completion issued by both the City and the SJRWMD, (ii) the master stormwater retention ponds intended to be conveyed to the Association have in fact been conveyed to the Association, (iii) the Association is designated as the maintenance entity on the records of the SJRWMD and all transfer rec,�, fired by SJRWMD have been executed and accepted by SJRWMD, (iv) the has berovided with a copy of the Developer's proposed maintenance plan with respect to the S, and (v) the City has been provided with a written statement from the Association aoI gpwledging receipt of the Developer's proposed maintenance plan with respect to the SW,. MS and that the Association is responsible for the maintenance of the SWMS. 34. All Declamation o Covenants and Restrictions affecting the property shall include the following prays: a. Provision allowing the City to levy, collect, enforce assessments for maintenance of common areas if the Association fails to do so or fails to maintain assessments at a level allowing for adequate maintenance. b. Provision granting the City the right, but not the obligation, to maintain/repair the SWMS and obtain reimbursement from the Association, or from the THIS INSTRUMENT PREPARED BY _22_ Developer if (i) turnover of control to the members has not occurred, or (ii) if the Developer is still responsible for maintenance of the SWMS. C. Provision providing that the SWMS will be transferred to a responsible operation/maintenance entity acceptable to the City in the event of dissolution and that if dissolution occurs without such approval then the City may continue to levy and collect assessments and impose liens with respect thereto notwithstanding the dissolution of the Association. d. Provision that the Association shall at all times be in good standing with the Florida Secretary of State. e. Provision that at the time of turnover of control of the Association to the members, the Declarant shall deliver to the new Board of Directors the maintenance plan for the SWMS accompanied by an engineer's certification that the SWMS is functioning in accordance with all approved plans and permits. To the extent that any, soh engineer's report indicates any corrective action is required the Declarant shall be required to diligently undertake such corrective action at the Declarant's expense and to post a cash bond with the Association for the estimated costs of such corrective action. f. Provision that no property owned by the City or any other governmental entity shall be subject to assessment levied by the Association. g. Provision that any amendment to any provision affecting the City requires the consent of the City in an instrument recorded with the amendment. The Articles of Incorporation and Bylaws of the Association shall be consistent with the foregoing provisions. 35. All landscape areas will be irrigated and have automatic rain sensors. 36. Reclaimed water will be used for irrigation purposes, if available. A master irrigation system will be installed to service all common areas and residential lots. This master system will be owned and maintained by the Association. 37. The Developer shall be responsible for installing reuse lines along with the other subdivision infrastructure. At such time as reuse water is available to the property, the Developer shall be responsible for connection to the reuse system lines. 38. All on -site utilities including electrical, cable TV and telephone shall be placed underground. 39. All existing structures (including buildings, power lines, existing aerial and utility facilities) and Progress Energy easements will be removed and/or terminated prior to or during construction of the development replacing those uses. THIS INSTRUMENT PREPARED BY -23- 40. To the extent any lift stations are required on the property they will be conveyed to Orange County at the time of platting. All such lift stations shall be fenced with black metal decorative fence 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. 41. Each fire hydrant shall be OSHA Yellow in color and a blue reflective marker shall be affixed to the street in the center of the lane closest to each hydrant. 42. 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 on corner lots at certain locations, the sidewalks will be extended to the curb and the appropriate ramps will then be constructed. The property owners association 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. 43. All commercial Lots will be a minimum of one (1) acre in size. 44. The Amended Preliminary Plan for the property shall include Master Architectural, Signage, Lighting and Landscape Package Plans, which will be subject to the review and approval by the Ceti commercial Lot uses shall conform to the Master Architectural, Signage, Lightin �" Landscape Package Plans. 45. All cross ac :``; utility and drainage easements shall be provided prior to or at the time of platting. 46. All legal instrume� deluding but not limited to articles of incorporation, bylaws, and declaration of covens and restrictions for the Association, deeds in favor of the Association or the City, and.easement documents shall be provided to the City for review and approval prior to or at the time of platting all or a portion of the property. 47. All tracts to be conveyed to the City will be conveyed by Warranty Deed at the time of platting, unless otherwise noted. Notwithstanding the conveyance of any tract to the City, until such time as any improvements contemplated for said tract are commenced, the Developer shall be responsible for the maintenance of the tract. 48. All roads that are public will be dedicated to the public unless otherwise noted. It is anticipated that all roads will be private. 49. Parking for individual lots or dwelling units shall be provided in accordance with the City of Ocoee Land Development Code. THIS INSTRUMENT PREPARED BY -24- 50. Pursuant to Section 4-4(G)(7) of the Ocoee Land Development Code, all subdivision signage must be consistent with the legally assigned name of the subdivision. Any subsequent change to the name of the subdivision must be approved by the City Commission. 51. Final street naming will be coordinated through the City Building Department at the time of final plat submittal. 52. All building pad elevations shall exceed the 100-year flood elevation by a minimum of two (2) feet. 53. All multifamily residential buildings comprised of three, or more dwelling units, regardless of square footage or number of stories, will include automatic fire protection systems. 54. The residential portion of the development will comply with section 6-45 of the Ocoee Land Development Code regarding multi -family development standards. 55. No Condition of Approval set forth herein shall modify, nullify, alter, affect or amend in any way any Orange County grits or approvals issued or granted prior to the City Commission's approval of this Substantial Change to the Orange County Belmere PD Land Use Plan (the "Plan"). Such County permits and approvals shall include, but not be limited to, the following: a. Orange County Site work permit umber B07901054. b. Orange County Mass Grading/Excavation number "XXXXXXXX"(forthcoming). c... .e Planned Development —Parcel H/The Villas at Belmere Preliminary SubdivisGPlan, as approved by the Orange County Board of County Commissars on January 30, 2007 (the "Approved Preliminary Plan"). d. Plat of Magui Shoppes II, recorded in Plat Book 71, Page 54, Public Records of Orange Coun, Florida (the "Orange County Plat"). Orange Co " 1,.bQj ng permits issued pursuant to application #'s B07901518 and B07901260 foi1te CVS and for the Retail/Bank building on Maguire Road, respectively. FDEP Water and Sewer Permits and (if desired) SJRWMD Permit (if desired) THIS INSTRUMENT PREPARED BY -25- 56. The Approved Preliminary Plan remains in full force and effect until such time that it may be amended by the City to be consistent with this Plan. The Developer shall submit to the City an Amended Belmere Planned Development — Parcel H/The Villas at Belmere Preliminary Subdivision Plan (the "Amended Preliminary Plan") that is consistent with this Plan. The Amended Preliminary Plan shall be subject to the review and approval of the City in accordance with the applicable provisions of the Ocoee Land Development Code. 57. Prior to the issuance of any building permits for Lot 1 of the, Orange County Plat, such Lot will be replatted in the City in accordance with the applicable provisions of the Ocoee Land Development Code. THIS INSTRUMENT PREPARED BY -26- EXHIBIT "C" WAIVERS ITEM CODE ISSUE STANDARD PROPOSED JUSTIFIC, 1 Article V Building Height 35 feet max. 45 feet max. Proposed Section 5 for ACLF and MF Residential Table 2 THIS INSTRUMENT PREPARED BY -27- EXHIBIT "D" ROBERSON ROAD IMPROVEMENTS - SCOPE �ttry~ THIS INSTRUMENT PREPARED BY -28- THIS INSTRUMENT PREPARED BY -28- EXHIBIT "E" PERMITTED ENCUMBRANCES THIS INSTRUMENT PREPARED BY -29- :FOLEY FOLEY & LARDNER LLP ATTORNEYS AT LAW MEMORANDUM CLIENT -MATTER NUMBER 020377-0861 TO: Sherry Seaver, Development Review Coordinator FROM: Nicholas N. Palmer, Assistant City Attorney DATE: February 28, 2008 RE: Belmere Shoppes: Annexation & Substantial Change to Orange County Belmere PD Land Use Plan Project No. AX-06-07-09 (Third Review) In connection with the above -referenced project, we have reviewed the following documents: 1. Transmittal letter from JW Rapson Real Property Advisors dated February 19, 2008 and stamped received by the City of Ocoee on February 19, 2008; 2. Responses to prior City review comments (the "Response Letter"); and 3. Substantial Change to the Orange County Belmere PD Land Use Plan, date stamped received by the City of Ocoee on February 19, 2008 (the "Plan"). This memorandum supersedes our previous memoranda dated December 3, 2007 and February 3, 2008. Based upon our review of the documents noted above and pursuant to the Land Development Code, we have the following comments: I. Comments Directed to City Staff The following comments are addressed to and/or request direction from City Staff and, unless otherwise noted, do not require any response from the Applicant. These comments should be discussed as TSRC so that the Applicant and City Attorney are fully advised regarding City Staff's direction. 1. City Staff should note that we received a revised draft of the Development Agreement for the project directly from the Developer's attorney. We will provide any comments related thereto under separate cover. City Staff should note that any DRC Motion to recommend ORLA_758504.1 FOLEY FOLEY & LARDNER LLP approval of the Plan should be subject to and conditioned upon the execution of an Annexation and Development Agreement mutually agreeable to the Developer and the City. II. Repeat Comments The following comments were included in the City Attorney's prior memoranda regarding the Plan, however, they were not fully addressed as part of the Applicant' s current submittal. The following comments may also relate to prior comments provided by other City Departments that were not fully addressed as part of the Applicant's current submittal. 2. [Repeat Comment] Please provide a current title report or attorney's title opinion (the "Title Report") showing the record owner(s) of the property, and listing all mortgages, easements and/or other encumbrances affecting the property. Please note that the Title Report must reference the same metes and bounds legal descriptions set forth on the Verified Legal Description Form provided with the Application. In addition, please provide copies of all documents referenced in the Title Report. We note that the Response Letter indicates that Unicorp will provide the requested Title Report. Please be advised that the City Attorney has not received a copy of the Title Report. Please provide a copy of the Title Report for our review. 3. [Repeat Comment] We note that the Survey has been revised to delete certain easements that were shown on the survey that was provided with the Applicant's first submittal. Please be advised that the Survey must show all easements listed in the Title Report requested pursuant to Comment No. 2 above that are capable of being plotted. 4. [Revised Comment] It is our understanding that the Developer has entered into an agreement with Orange County related to the deferral of impact fees. Please provide a copy of such agreement. 5. [Repeat Comment] Please revise the Plan to delete the words "proposed" and "prop." from throughout the Plan. We note that the word "proposed" has not been deleted from Sheet PD-5 of the Plan. Specifically, please revise the references to Gross Density and Net Density located under the "Land Use Type 3 — Multi -Family" heading on Sheet PD-5 of the Plan to delete the word "proposed." III. Comments in Response to New Plan The following comments are based on changes made to the Plan 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. Please revise Sheet PD-10 of the Plan to move the introductory paragraph that references existing Orange County permits to the end of the list of COA's. This item should be listed as COA No. 55. Please do not renumber the other COA's. In addition, please revise this COA as follows: a. Revise the 3rd line to replace the word "Plan" with the words "Substantial Change to the Orange County Belmere PD Land Use Plan (the "Plan")." 2 ORLA_758504.1 FOLEY FOLEY & LARDNER LLP b. Add the following items to the list of Orange County permits: i. Belmere Planned Development — Parcel H/The Villas at Belmere Preliminary Subdivision Plan, as approved by the Orange County Board of County Commissioners on January 30, 2007 (the "Approved Preliminary Plan"). ii. Plat of Maguire Shoppes II, recorded in Plat Book 71, Page 54, Public Records of Orange County, Florida (the "Orange County Plat"). 7. Please revise Sheet PD-10 of the Plan to add the following as COA No. 56: The Approved Preliminary Plan remains in full force and effect until such time that it may be amended by the City to be consistent with this Plan. The Developer shall submit to the City an Amended Belmere Planned Development — Parcel H/The Villas at Belmere Preliminary Subdivision Plan (the "Amended Preliminary Plan") that is consistent with this Plan. The Amended Preliminary Plan shall be subject to the review and approval of the City in accordance with the applicable provisions of the Ocoee Land Development Code. 8. Please revise Sheet PD-10 of the Plan to add the following as COA No. 57: Prior to the issuance of any building permits for Lot 1 of the Orange County Plat, such Lot will be replatted in the City in accordance with the applicable provisions of the Ocoee Land Development Code. 9. Please revise COA No. 1 on Sheet PD-10 of the Plan to delete the following language: "(e.g. roads, schools, etc.)." 10. Please revise COA No. 8 on Sheet PD-10 of the Plan to add the word "Ocoee" immediately before the words "Land Development Code." 11. Please revise COA Nos. 20, 24, 25, and 44 to replace the words "Final Subdivision Plan" with the words "Amended Preliminary Plan." 12. Please revise COA No. 28 to replace the words "Final Grading Plan" with the words "Amended Preliminary Plan." If you have any questions regarding this matter, please do not hesitate to call. cc: Paul E. Rosenthal, City Attorney 3 ORLA_758504.1 ITEM NUMBER IV. C. PUBLIC HEARING Shoppes of West Oaks 1. Preliminary / Final Site Plan Mayor S. Scott Vandergrift City Manager Robert Frank STAFF REPORT DATE: March 4, 2008 TO: The Planning and Zoning Commission FROM: J. Antonio Fabre, AICP, Principal Planner SUBJECT: Shoppes at West Oaks Preliminary/Final Site Plan Project # LS-2007-013 ISSUE: Commissioners Gary Hood, District 1 Scott Anderson, District 2 Rusty Johnson, District 3 Joel F. Keller, District 4 Should the Planning & Zoning Commission recommend approval of the Shoppes at West Oaks Preliminary/Final Site Plan? BACKGROUND: The subject site is approximately 8.46 acres in size and is located on the south side of W. Colonial Drive (SR 50) approximately 580 feet west of Good Homes Road and just east of Vizcaya Lake Road. The site itself is currently undeveloped and sparsely covered with a mixture of orange trees, chinaberry trees, palms and other varieties of trees scattered around the property. There are no wetlands on the site and the site is outside the 100-year floodplain. The adjacent land use to the north is developed as a commercial shopping center (Good Homes Plaza) zoned C-2. Located on the east is a vacant undeveloped lot zoned A-1 in unincorporated Orange County. This eastern parcel is currently going through a commercial development proposal (West Side Place) via Orange County's jurisdiction. To the west is an existing multi -family development (Vizcaya Lake Apartments) zoned PD in unincorporated Orange County. To the south is developed as a Church and Christian Academy facility (First Baptist Church of Central Florida) zoned A-1 in unincorporated Orange County. The Future Land Use designation for the site is Commercial. The property is zoned Community Commercial (C-2), which permits development and construction of the proposed use. Therefore, the requested use is consistent with directives of the Comprehensive Plan. The proposed Preliminary/Final Site Plan meets the requirements of the Land Development Code (LDC) with the exception of Article VI, Section 6-14, C, (1), (1), ii of which a waiver is currently being requested. The Planning and Zoning Commission Meeting Date of March 11, 2008 Page 2 of 4 DISCUSSION: The Preliminary/Final Site Plan is proposed to be constructed in four phases. Phase I is programmed to be a one-story Grocery Store (Aldi Supermarket) consisting of 16,527 square feet. Phase II is proposed to be a Retail Building consisting of 27,363 square feet that will be attached to the Grocery Store. Both the Grocery Store and Retail Building will be setback from SR 50. All infrastructure needed for Phase I & II will be developed at the same time. Phase III & IV will consist of two commercial establishments that are proposed to front along SR 50. Both developments will be reviewed and approved as small-scale site plans. One establishment is projected to be a 4,052 square feet financial bank with a drive-thru. The other is designed as a Restaurant with a drive-thru consisting of approximately 3,870 square feet. The developer/owner has requested that the main entrance to his site be a full access with an additional access on the eastern boundary of the site that will be a right-in/right- out only. Both access driveways are proposed to connect to SR 50. The full access into the site is inconsistent with the adopted "Access Management and Intersection Operations Study" for SR 50. The other secondary right-in/right-out access is consistent with the City's adopted "Access Management and Intersection Operations Study" for SR 50. The Applicant has submitted a copy of a Notice of Intent to issue a connection permit from the Florida Department of Transportation (FDOT) for the subject driveways (see attached Notice of Intent to Issue Permit). It should be noted that the NOI is a conditional connection permit and subject to City development plan approval. This permit is also in conflict with the future widening/median improvements planned by FDOT. State Road 50 is programmed to be widened to 6 lanes in the future. The FDOT widening Construction Plans for SR50 has planned an uncut divided median along the entire subject site frontage. Therefore, this median will limit the future access to the subject site as right -in right -out only. The closest full access planned will be at the Vizcaya Lake Road intersection. The FDOT widening improvements (currently unfunded) are projected in the 5 to 6 years capital improvement plans. The representatives of the development site are aware of the FDOT future widening median plans. One waiver from the Land Development Code is requested by the applicant/developer. A commercial large-scale project of this size requires a water feature such as a fountain (LDC, Art. VI, Sec. 6-14, C, (1), (1), ii). There is no off -setting public benefit proposed for the waiver request. DEVELOPMENT REVIEW COMMITTEE RECOMMENDATION: The Development Review Committee (DRC) met on February 28, 2008 and reviewed the Preliminary/Final Site Plan. There were several technical issues to be addressed from the City Attorney, Planning, and Engineering that were identified in written staff comments and presented verbally. All of the issues were discussed and a few minor changes to the Plan were agreed upon. The Planning and Zoning Commission Meeting Date of March 11, 2008 Page 3 of 4 Discussion ensued regarding the requirement of a water feature on site. Staff informed the Applicant that there will need to be an off -setting public benefit for the waiver request. The Applicant discussed using a decorative retaining wall with landscaping and submitting a waiver request. Staff has agreed that the Applicant should forward this waiver request to the Commissioners for their formal consideration and motion. The City Attorney notified that cross -access will be required with the properties to the east & west. Essentially, the Developer/Owner would grant cross -access easements for the adjacent properties and the adjacent owners would have to connect in the future. The Applicant raised concerns that the neighboring property to the east would benefit most from the project's road improvements without any cost -sharing on their part. The City Attorney informed that the property to the east is not in the City's jurisdiction and therefore not capable in enforcing a cost -sharing agreement with the adjacent developer. The Applicant was informed that they can always pursue some sort of cost -sharing agreement with the adjacent developer. The City Attorney advised that the City Commission cannot approve a Site Plan that is inconsistent with the SR 50 Access Plan since it is part of the Land Development Code. The Applicant asked about the City Commission changing the LDC Access Management Plan. The Applicant was informed that any changes to the LDC must be initiated by the City Commission and ultimately amended by an Ordinance. Staff further commented that requesting a waiver would be hard to approve since the access they are proposing would not be better than the access in the adopted Access Management Plan. Staff also mentioned that the Saturn Auto Dealership project was formerly approved on this site with directional lefts. The Applicant asked if Good Homes Plaza was built prior to the Access Management Plan. The answer was, yes. The Deputy Police Chief spoke about the current vehicular problems (2 fatalities) that have occurred in this segment of SR 50. The Applicant was made aware that Staff will not support an amendment to the LDC's "Access Management and Intersection Operations Study' for SR 50. However, Staff can recommend approval for the Site Plan with proper median separators and turnlanes for the directional lefts consistent with the Access Management Plan. Ultimately, the plans will need to be revised to show the median separators and turnlanes for the directional lefts. When the discussion was finished, the DRC voted unanimously to recommend approval of the Preliminary/Final Site Plan as date stamped "Received February 18, 2008", subject to meeting the Access Management Plan, the developer making changes specified in the staff review memorandums, issues discussed in this meeting, and incorporating the waiver request into the proposal as discussed. STAFF RECOMMENDATION: Based upon the recommendation of the DRC, Staff recommends that the Planning & Zoning Commission recommend approval of the Preliminary/Final Site Plan for Shoppes at West Oaks, subject to the following conditions: a. Approval of the Waiver pertaining to the required Water Feature; The Planning and Zoning Commission Meeting Date of March 11, 2008 Page 4 of 4 b. Completion of Staff's comments, mentioned in this staff report, before City Commission action; c. Incorporating proper raised median separators and turnlanes for the directional lefts consistent with the adopted "Access Management and Intersection Operations Study" for SR 50. Attachments: Location Map FLU Map Zoning Map Aerial Map Proposed State Highway Access Connection Notice of Intent to Issue Permit w/out enclosures City Attorney Memorandum dated March 3, 2008 Planning Division Memorandum dated February 21, 2008 Engineering Department Memorandum dated February 25, 2008 City's Consulting Transportation Planners (RPG) Letter dated February 25, 2008 Shoppes at West Oaks Preliminary/Final Site Plan date -stamped February 18, 2008. O:\Staff Reports\2008\SR080012_AF_ShoppesAtWestOaks_P-FSP_P&Z.doc Shoppes at West Oaks Location Map C�� CDC::3 C�D 1 I LAKE LOTTA l� x �\l■mmmmu ■-0 }�tP Road 41111 oha co 0 co IL STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION 85" 0-24 PROPOSED STATE HIGHWAY ACCESS CONNECTION SYSTEMS PLANNING o6M NOTICE OF INTENT TO ISSUE PERMIT Important: This Notice does not authorize construction to begin and is not a final permit. ALSO NOTE: THIS NOTICE OF INTENT IS ONLY VALID FOR 1 YEAR FROM SIGNING DATE IN PART 6. I PART 1: APPLICANT INFORMATION I APPLICATION 06A593-0100 Project Name: Sh000es At West Oaks State Road Name/Number: West Colonial Drive/50 Section Number: 75050 An received Maintenance Office: Oviedo Maintenance Permit Staff Representative Applicant: Ashley Rumble Responsible Office: Shonoes At West Oaks LLC Mailing Address: 6700 Conroy -Windermere Rd., Suite 23 A Orlando __ FL 32835 treat City state Zip Telephone: (407) 291-9000 I PART 2: NOTICE OF INTENT TO ISSUE PERMIT I YOU ARE HEREBY ADVISED: The Florida Department of Transportation has completed its review of the subject connection permit Application received 12/21/06 for consistency with Rule Chapters 14-96 and 14-97, F.A.C., and current Department spacing, location, and design criteria and hereby issues this "Notice of Intent' to: ❑ issue the subject permit consistent with the permit Application. ® Issue the subject permit consistent with the permit Application and subject to the attached provisions. 0,71laPIz-Ham This notice of intent to issue a permit does NOT constitute Department permit issuance. The permit will be issued after the permittee shows proof that a valid local government development approval or development order has been given to the sites served by the connection and special provisions of the approval consistent with the permit applications and conditions previously noted. No connection work on the right of way shall be initiated until the Department permit is actually issued. Any changes to the site(s) plan will require re-evaluation of the connection(s). This notice is valid for one year, from the date of issuance, and can only be extended with approval by the Department for problems outside the control of the applicant pursuant to Rule Chapter 14-96, F.A.C. This Notice of Intent is transferable as specified only in Rule Chapter 14-96, F.A.C. Continued next page e50-040.24 SYSTEMS PLANNING O&W PART 3: CONDITIONS Conditions to be met before Permit will be issued: Standard: 1. Development approval from the appropriate local government consistent with the Notice of Intent to Permit; 2. Assurance of performance pursuant to Section 334.187, Florida Statutes (if required); 3. Notification of all known right of way users affected by the connection(s); 4. Compliance with drainage requirements in Rule Chapter 14-86, F.A.C. Other Conditions: -Standard conditions 1, 2, 3 and 4 apply. -Assurance of Performance required per Rule 14-96.008(3), copy attached. -Proof of Contractors Liability Insurance required per Rule 14-96.0007(5)(c)6, copy attached. -Drainage permit is required and must be approved. Use additional sheet if necessary Continued next page 850-040.24 SYSTEMS PLANNING 06MG I PART 4: NOTICE OF DEPARTMENT AUTHORITY I All approved connection(s) and turning movements are subject to the Departments continuing authority to modify such connecdon(s) or turning movements in order to protect safety and traffic operations on the state highway or State Highway System. Transportation Control Features and Devices in the State Right of Way. Transportation control features and devices in the Department's right of way, including, but not limited to, traffic signals, medians, median openings, or any other transportation control features or devices in the state right of way, are operational and safety characteristics of the State Highway and are not means of access. The Department may install, remove, or modify any present or future transportation control feature or devices in the state right of way to make changes to promote safety in the right of way or efficient traffic operations on the highway. I PART 5: DEPARTMENT CONTACT I NAME: Ian Middlemas ADDRESS: 2400 Camp Rd Oviedo FL 32765 PHONE: (407) 977-6530 I PART 6: SIGNATURE OF DEPARTMENT AUTHORITY I ti SIGNATURE OF DEPARTMENT OFFICIAL: PRINT OR TYPE NAME: Ian Middlemas PRINT OR TYPE POSITION: Permit Manager DATE: 02/06/2008 PHONE: (407) 977-6530 Continued next page 650-040.24 SYSTEMS PLANNING 06" I PART 7: APPEAL PROCEDURES I You may petition for an administrative hearing pursuant to sections 120.569 and 120.57, Florida Statutes. If you dispute the facts stated in the foregoing Notice of Intended Department Action (hereinafter Notice), you may petition for a formal administrative hearing pursuant to section 120.57 (1), Florida Statutes. If you agree with the facts stated in the Notice, you may petition for an informal administrative hearing pursuant to section 120. 57(2), Florida Statutes. You must file the petition with: Clerk of Agency Proceedings Department of Transportation Haydon Burns Building 605 Suwannee Street, M.S. 58 Tallahassee, Florida 32399-0458 The petition for an administrative hearing must conform to the requirements of Rule 28-106,201(2) or Rule 28-106.301(2), Florida Administrative Code, and be filed with the Clerk of Agency Proceedings by 5:00 p.m. no later than 21 days after you received the Notice. The petition must include a copy of the Notice, be legible, on 8112 by 11 inch white paper, and contain: I. Your name, address, telephone number, any Department of Transportation identifying number on the Notice, if known, the name and Identification number of each agency affected, if known, and the name, address, and telephone number of your representative, if any, which shall be the address for service purposes during the course of the proceeding. 2. An explanation of how your substantial interests will be affected by the action described in the Notice; 3. A statement of when and how you received the Notice; 4. A statement of all disputed issues of material fact. If there are none, you must so indicate; 5. A concise statement of the ultimate facts alleged, including the specific facts you contend warrant reversal or modification of the agency's proposed action, as well as an explanation of how the alleged facts relate to the specific rules and statutes you contend require reversal or modification of the agency's proposed action; 6. A statement of the relief sought, stating precisely the desired action you wish the agency to take in respect to the agency's proposed action. If there are disputed issues of material fact a formal hearing will be held, where you may present evidence and argument on all issues involved and conduct cross-examination. If there are no disputed issues of material fact an informal hearing will be held, where you may present evidence or a written statement for consideration by the Department. Mediation, pursuant to section 120.573, Florida Statutes, may be available if agreed to by all parties, and on such terms as may be agreed upon by all parties. The right to an adminstrative hearing is not affected when mediation does not result in a settlement. Your petition for an administrative hearing shall be dismissed if it is not in substantial compliance with the above requirements of Rule 28-106.201(2) or Rule 28-106.301(2), Florida Administrative Code. If you fail to timely file your petition in accordance with the above requirements, you will have waived your right to have the Intended action reviewed pursuant to chapter 120. Florida Statutes, and the action set forth in the Notice shall be conclusive and final. End FOLEY FOLEY & LARDNER LLP ATTORNEYS AT LAW MEMORANDUM CLIENT -MATTER NUMBER 020377-0838 TO: Sherry Seaver, Development Review Coordinator FROM: Nicholas N. Palmer, Assistant City Attorney DATE: March 3, 2008 RE: Shoppes at West Oaks — REVISED Per DRC Meeting Project No. LS-2007-013 (DRC Review) In connection with the above -referenced project, we have reviewed the following documents: 1. Transmittal letter from Interplan LLC dated February 18, 2008 and stamped received by the City of Ocoee on February 18, 2008; and 2. Preliminary/Final Site Plan for Shoppes at West Oaks stamped received by the City of Ocoee on February 18, 2008 (the "Plan"). This memorandum supersedes our previous memoranda dated June 28, 2007, November 7, 2007, January 31, 2008 and February 25, 2008. Based upon our review of the documents noted above and pursuant to the Land Development Code, we have the following comments: I. Comments Directed to City Staff The following comments are addressed to and/or request direction from City Staff and, unless otherwise noted, do not require any response from the Applicant. These comments should be discussed at TSRC so that the Applicant and City Attorney are fully advised regarding City Staffs direction. 1. City Staff has advised that the proposed full access point from SR 50 to the project, as shown on the Plan, is inconsistent with the City's State Road 50 Access Management Plan (the "SR 50 Access Plan"). It is our understanding that the SR 50 Access Plan allows for a directional left access point at the proposed location, but does not allow for a full access point. This is consistent with the prior approval granted to Saturn for development of the property. The ORLA_808817.2 :FOLEY FOLEY & LARDNER LLP City Commission cannot approve a site plan that is inconsistent with the SR 50 Access Plan since it is part of the Land Development Code. To the extent the City Commission desires to amend the SR 50 Access Plan to allow for a full access point, as shown on the Plan, the City Commission would need to direct City Staff to prepare and properly advertise an appropriate ordinance, which would then be considered at advertised public hearings before the Planning and Zoning Commission and City Commission. It is our understanding that City Staff would oppose such a request. While the Land Development Code references that the SR 50 Access Plan may be amended by resolution, we have previously advised City Staff that an ordinance can only be amended by the adoption of an ordinance. This is the procedure that was followed for the proposed "BYs" west of Colony Plaza where the developer requested that the City Commission initiate an amendment to the Land Development Code so that the proposed project would be consistent with the SR 50 Access Plan. II. Repeat 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] A list of Conditions of Approval ("COA's") was provided with the City Attorney's prior review memoranda. We note that Sheet CO of the Plan has been revised to include the COA's that were provided (except as noted in Comment No. 5 below), however, the list contains typographical errors. Specifically, please revise the COA's on Sheet CO of the Plan as follows: a. Revise COA No. 2 to correct the spelling of the word "or" in the 51h line. b. Revise COA No. 13 to correct the spelling of the word "easement" in the 4th line. 3. [Repeat Comment] Please revise all Plan Sheets (including the Survey) to clearly show and label both Vizcaya Lake Road and Woodlawn Cemetery Road. We note that the Survey has not been revised in accordance with the foregoing comment. Please revise the Survey accordingly. 4. [Repeat Comment] We note that the Survey indicates that there are existing easements located on the property. It appears that these easements are in favor of Progress Energy. Please advise as to the status of any discussions with Progress Energy regarding the termination of these easements and relocation of its facilities. Please provide documentation that these easements have been terminated or correspondence from Progress Energy (or other easement holder(s), as applicable) indicating that the easements are in the process of being terminated. In addition, please provide a current title report or attorney's title opinion (the "Title Report") identifying the record owner(s) of the property, and listing all mortgages, easements and/or other encumbrances affecting the subject property. Please note that the Title Report must reference the same legal description set forth on the Survey. In addition, please provide copies 2 ORLA_808817.2 FOLEY FOLEY & LARDNER LLP of all documents referenced in the Title Report. At the February 14, 2008 TSRC meeting, the Applicant agreed to provide (i) documentation from Progress Energy indicating that the existing easements are being terminated, and (ii) the Title Report. Please be advised that the City Attorney has not received either of these items. Please provide these items for our review. III. Comments in Response to New Plan The following comments are based on changes made to the Plan 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). 5. We note that COA No. 34 on Sheet CO of the Plan has been deleted. This COA was added to the Plan based on the Applicant's previous Response Letter, dated September 21, 2007, which stated that "the property will not be subdivided." (See Comment No. 7 from the City Attorney's November 7, 2007 review memorandum). Please be advised that the conveyance of any portion of the property without proper Subdivision Plan and Plat approval in accordance with all City requirements shall constitute an illegal subdivision in violation of the Ocoee City Code. Pursuant to discussion with Ashley Rumble, we have been advised that the deletion of COA No. 34 was an inadvertent error. Accordingly, please revise the Plan so that COA No. 34 reads as follows: The property shall be developed as a single, integral parcel and be retained under common ownership. The property shall hereinafter remain as a single, integral parcel, and shall not be sold, otherwise disposed of, or encumbered in lesser constituent parcels, unless same are dedicated to the public, or with the written consent of the City of Ocoee. 6. Pursuant to discussion at the February 14, 2008 TSRC meeting, please revise COA No. 35 on Sheet CO of the Plan to read as follows: In the event the City requires cross access between the Property and (i) the lands located to the west of the Property, identified by Orange County Tax Parcel ID No. 21-22-28-6328-00-180 (Viscaya Lakes Apartments) and/or (ii) the lands located adjacent to the eastern boundary of the Property, identified by Orange County Tax Parcel ID No. 27-22-28-4880-00-031, the Owner hereby agrees to grant a cross access easement benefiting such lands in exchange for the owner thereof granting a similar easement that benefits the Property. The form of the easement document(s) establishing the cross access easement(s) must be in a form acceptable to the City and shall include any necessary temporary construction easements related thereto. The location of the cross access easement shall be as generally shown hereon. 3 ORLA_808817.2 FOLEY FOLEY & LARDNER LLP The foregoing shall not require the Owner to construct any cross access improvements other than as shown hereon. 7. The Applicant has indicated at the DRC that the project would developed in four (4) phases. Accordingly, please add the following COA's to Sheet CO of the Plan: a. This project shall be developed in four (4) phases. b. Each phase of the project will stand on its own with respect to public services (sewer, water, stormwater management, parking, access and other related services). C. Phases III and IV site plans are conceptual only and no site plan approval is granted with respect thereto. The Developer shall submit separate small scale site plan applications for Phases III and IV. If you have any questions regarding this matter, please do not hesitate to call. cc: Paul E. Rosenthal, City Attorney 0 ORLA_808817.2 Yf a vor S. Scott Vandergrift; City Manager Robert Frank � 1e Center of Good LA". r MEMORANDUM DATE: February 21, 2008 TO: Sherry Seaver, Development Review Coordinator FROM: J. Antonio Fabre, AICP, Principal Planner SUBJ: Shoppes at West Oaks — 4th Staff Review Large Scale Preliminary/Final Site Plan # LS-2007-013 Commissioners Gary Hood, District 1 Scott Anderson, District 2 Rusty Johnson, District 3 Joel F. Keller, District 4 These comments list the concerns of the Planning Division related to the current plan submittal, received February 18, 2008. 1. Resolved. 2. Resolved. 3. Resolved. 4. Resolved. 5. Resolved. 6. Resolved. 7. [Repeat Comment 6-22-07] If the project is over 50,000 square feet, at least one water feature with a fountain must be provided at a prominent visual location on the site (LDC, Article VI, Section 6-14, (1), (1), ii). - Please provide details on the proposed water feature and any retaining wall details. Ensure a decorative block system for any retaining walls. - It is staff understanding that the shopping center sign will have some type of water feature. Please incorporate any details, drawings, sketches and/or photos for the entry feature in the plans. - Any requested deviations from standards or criteria contained in the Land Development Code should be listed in a "Waiver Table" on the coversheet of the Site Plan: Shoppes at West Oaks - Large Scale Site Plan Sherry Seaver, Development Review Coordinator Page 2 of 2 CODE SECTION CODE REQUIREMENTS PROPOSED STANDARDS JUSTIFICATION Land Development Summary of the Code The newly proposed The reasoning for Code Section requirements. standard or criteria for the newly proposed covering the your project. standard as proposed waiver. opposed existing standard contained in the Code. 8. [Repeat Comment 6-22-07] The provided Boundary & Topographic survey must be "signed & sealed" by the registered professional who prepared the document. - Respond to this comment as originally requested. 9. [Repeat Comment, Modified 6-22-071 The full access point that is located in the center of the property does not conform with the latest FDOT plan for SR 50. - The full access that is located at the center of the property is inconsistent with the adopted City of Ocoee SR 50 Access Management and intersection Operations (LDC, Article VI, Section 6-2.1, A). This access management study determined that a directional left was an acceptable access for this location. Please be advised, this Code requirement will have to be waived first by the City of Ocoee in order to allow for this project to be approved. 10. Resolved. 11. Resolved. 12. Resolved. 13. Resolved at the February 14 TSRC meeting. 14. Resolved at the February 14 TSRC meeting. 15. Per the February 14 TSRC meeting, please provide true color elevations for the P&Z and City Commission meetings. 16. Per the February 14 TSRC meeting, provide an elevation of the entry feature (the reinforced segmented retaining wall) located at the corner of Vizcaya Lake Road and SR 50 in the plans. 17. Provide all sheets "signed & sealed" by the registered professional who prepared the documents. Mavor S. Scott Vandergrift City Maiafer Robert Frank ,,_,,ter of Good r Commissioners Gary Hood, District 1. Scott Anderson, District 2 Rusty Johnson, District 3 Joel F. Keller, District 4 Shoppes at West Oaks — Final Subdivision Review Large Scale Site Plan — 4th Staff Review Engineering Department Comments February 25, 2008 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.-22 Resolved 23. (Repeat Comment) Provide stormwater pipe hydraulic tabulations using the l0yr storm event. These tabulations follow the FDOT layout. There are many pipes within the system which have a velocity under the minimum 2.5 fps needed to re -suspend debris in the pipe. Adjust pipes as required to maintain a now velocity between 2.5 fps and 10 fps. 24.-27. Resolved Additional comments generated from the September 21, 2007 second submittal of plans 1. Resolved 2. (Repeat Comment) Relocate or add a light just out of the right-of-way at each of the entrances off SR 50. This will provide sufficient lighting at the entrances off SR 50.Still Not Provided. Additional comments generated from the January 4, 2008 third submittal of plans. This submittal was the first submittal with a connection to City Water and Sewer. 1. (Repeat Comment) Currently the plans indicate a single FDC for the entire project. Revise the plans to show a FDC for each building. Relocate both FDC's for the retail building and grocery store to fire hydrants in front of the buildings. The bank is over the minimum 4,000sgft requirement for fire sprinkler system. Show a FDC at a hydrant for the bank. 2. Resolved. 3. (Repeat Comment) There are many locations within the project where there are utility crossings. Show a detail for each crossing showing vertical separation requirements. Ensure City of Ocoee • 150 N Lakeshore Drive • Ocoee, Florida 34761 Phone: (407) 905-3100 • Fax: (407) 656-8504 • www.ci.ocoee.fl.us Shoppes at West Oaks February 25, 2008 Page 2 of 2 vertical separations meet FDEP latest utility separation requirements. FDEP normally likes to see a table or actual elevations. Provide a table of pipe invert elevations and separation distances of pipes at crossings or individual details for each crossing. 4.-8. Resolved 9. (Repeat Comment) The fire line is currently shown to be 6" PVC, the City minimum for commercial development is 8". Please revise the plans accordingly. Provide fire flow calculations showing all fire flow demands are met for all buildings and fire hydrants. 10.-12. Resolved Additional comments generated from the February 18, 2008 fourth submittal of plans. 1. Show and size a water mater for both the bank and the restaurant. 2. Correct callout 38 on the Site Utility Plan. Currently the callout is indicating a BFP to be a 4"x8" tee. Engineering Department Ryan P. Howard, P.E. Engineer II RENAISSANCE PLANNING GROUP 100 East Pine Street, Ste 401 Orlando, Florida 32801 . phone: 407-487-0061 . fax: 407-487-0058 February 25, 2008 Mr. Russ Wagner, AICP Planning Director City of Ocoee 150 North Lakeshore Drive Ocoee, FL 34761 Subject: Shoppes at West Oaks, Site Plan and Traffic Analysis Ocoee Project No. LS-2007-013 Dear Mr. Wagner: At your request, Renaissance Planning Group has reviewed the referenced Traffic Impact Analysis and Site Plan date received February 18, 2008, regarding traffic operations and concurrency. Based on the follow up material provided by the Florida Department of Transportation, approval of the traffic study is conditional to the following stipulations: • The City of Ocoee Commission agrees to amend the State Road 50 Access Management Plan from directional lefts at this location to a full access entrance. • The Traffic Study and Development Order specify that when the widening of State Road 50 to 6 lanes begins, the entrance will be restricted to Right -in / Right -out. Thank you for the opportunity to comment on this submittal. We reserve the right to comment further in any changes impact the traffic impact analysis or site plan. If you have any questions, please call. Sincerely, Nick Lepp, AICP Sr. Transportation Planner Renaissance Planning Group \\snapl \share I \Projects\ocoee\Re%iews\Shopper at West Oakes\Spre% Ldoc www.citiesthatwork.con) L ■ ■ ■ ■ — ■ ■ lQ S 0 E %04 H PP- S AT WEST OAK - COLONIAL DRIVE,/ SR 50 OCOEE/ FLORIDA 34761 REVISION ISSUE LOG SHEET INDEX REV # ISSUE DATE DESCRIPTION AFFECTED SHEETS REMARKS BY 1 6-25-07 CITY COMMENTS PRE-DRC MTG. CDB 2 9-14-07 CITY COMMENTS CS, CO, Cl, C2, C3, C3.1, C4, C5, L1 CDB 3 10-18-07 SJRWMD C5 CDB 4 11-23-07 CITY COMMENTS CO, Cl, C2, C3, C4, C5, SE, L1, L2 CDB 5 2-8-08 CITY COMMENTS CS, CO, Cl, C2, C3, C6, SE 1.3 CDB ■ ® s OWNER & CONSULTANTS UTILITY CONTACTS 2 WATER/ CITY OF OCOEE ENGINEERING DEPARTMENT OWNER LANDSCAPE ARCHITECT SEWER 150 N. LAKESHORE DRIVE OCOEE, FLORIDA 34761 SHOPPES OP WEST OAKS LLC INTERPLAN ATLANTA LLC. PHONE: 407-905-3100 FAX: 407-656-7835 6700 CONROY WINDERMERE ROAD 1395 S. MARIETTA PARKWAY BUILDING 400 SUITE 200 SUITE 230 TA, GA. 30067 MARIEORLANDO, STORM CITY OF OCOEE ENGINEERING DEPARTMENT Fl. 32835 CONTACT: RICHARD T. ABT, LA# 1321 CONTACT: DRAINAGE 150 N. LAKESHORE DRIVE PH: 770.874.5555 FAX: 770.874,5554 OCOEE, FLORIDA 34761 PHONE: 407-905-3100 FAX; 407-656-7835 EMAIL: RABT@INTERPLANATLANTA.COM ARCHITECT VISION IV ARCHITECTURE MECHNICAL ENGINEER ORLANDO, FL 32810 CONTACT: MARK KAISER INTERPLAN LLC. 933 LEE ROAD ORLANDO, FL. 32810 CONTACT: FRANK TRAHAN PH: 407.645.5008 FAX: 407.629.9124 CIVIL ENGINEER EMAIL: FTRAHAN@INTERPLANORLANDO.COM INTERPLAN LAC 933 LEE RD., 1 ST FLOOR ORLANDO, FL 32810 ENG: ROBERT ZIEGENFUSS, P.E. # 56752 EMAIL: BZIEGENFUSS@INTERPLANORLANDO.COM PH: 407.645.5008 FAX: 407.629,9124 CONTACT: CHRIS BLURTON EMAIL: CBLURTON@INTERPLANORLANDO.COM STORM ST. JOHNS RIVER WATER MANAGEMENT DISTRICT (SJRWMD) DRAINAGE 975 KELLER RD. ALTAMONTE SPRINGS, FLORIDA CONTACT: RICHARD SOBCZAK PHONE: 407-659-4800 FAX: 407-659-4805 ELECTRIC PROGRESS ENERGY 452 E. CROWN POINT ROAD WINTER GARDEN, FLORIDA 34787 CONTACT: JEFF ZAHARIAS PHONE: 407-905-3303 TELEPHONE BELLSOUTH C/O BICS ENGINEERING 500 N. ORANGE AVENUE ORLANDO, FLORIDA 32801 CONTACT: CINDY HOPCRAFT PHONE: 407-282-3151 CALL SUNSHINE - CALL BEFORE YOU DIG! www.colisunshine.com PH. 1-800-432-4770 7 L SHT. NO. DESCRIPTION CS COVER SHEET CIVIL DRAWINGS Co CIVIL DATA SHEET Cl SITE DIMENSION PLAN C1.1 PAVEMENT MARKING PLAN C2 SITE UTILITY PLAN C3 GRADING AND DRAINAGE PLAN C3.1 STORMWATER & PREVENTION POLLUTION PLAN C4 DETAILS C5 DETAILS C6 CITY DETAILS L1 LANDSCAPE PLAN L2 IRRIGATION PLAN L3 LANDSCAPE & IRRIGATION DETAILS SE1.0 SITE LIGHTING PLAN SE1.1 SITE LIGHTING DETAILS SE1.2 SITE LIGHTING DETAILS ffl- FLOORPLAN ELEVATIONS A2 e ►ee w ID E CIE IIV E RFFEB 18 2008]1 CITY OF OCOEE I INTERPLAN ARCHITECTURE ENGINEERING INTERIOR DESIGN PROJECT MANAGEMENT AA 004320 CA 8660 933 LEE ROAD, FIRST FLOOR ORLANDO, FLORIDA 32810 PH 407,645,5008 FX 407.629,9124 SEAL: CONSULTANT: REVISIONS: NO. DATE REMARKS 2 09-14-07 CITY COMMENTS SHOPPES-@ WEST OAKS 8800 W. COLONIAL DRIVE OCOEE, FLORIDA s � COPYRIGHT © 2006 INTERPLAN LLC RESERVES COPYRIGHT & OTHER RIGHTS RESTRICTING THESE DOCUMENTS TO THE ORIGINAL SITE OR PURPOSE FOR WHICH THEY WERE PREPARED. REPRODUCTIONS, CHANGES OR ASSIGNMENTS ARE PROHIBITED, PROJECT NO: 2006.0735 DATE: 07-21-05 CHECKED: unnicim. al P 9/Ap Ir.AA•Ai I.\c\ cunODMV1'QT0AVc\ mar, rAi Z4\malt®c Nnfr i'_,'_(A" CTA41A ■ LANDSCAPE NOTES UTILITY NOTES GENERAL NOTES CONDITIONS OF APPROVAL IRRIGATION NOTES 1. ALL LANDSCAPE AND IRRIGATION IMPROVEMENTS SHALL CONFORM TO THE A. i GENERAL, A. GENERAL 1, ALL INFRASTRUCTURE AND IMPROVEMENTS SHALL CONFORM TO THE STANDARDS STANDARDS AND SPECIFICATIONS OF THE LOCAL JURISDICTION AND WILL BE AND ACCEPTANCE. I IALL AND SPECIFICATIONS OF THE CITY OF OCOEE AND THE FLORIDA DEPARTMENT OF 1. CONTRACTOR SHALL INSTALL A COMPLETE IRRIGATION SYSTEM WHICH SUBJECT TO THEIR INSPECTION 1. WATER AND SEWER CONSTRUCTION SHALL CONFORM TO THE STANDARDS TRANSPORTATION AND WILL BE SUBJECT TO THEIR INSPECTION AND ACCEPTANCE. 5 PROVIDES 100% COVERAGE OF ALL PLANTED AND GRASSED AREAS, HEAD AND; SPECIFICATIONS OF THE CITY OF OCOEE, AND WILL BE SUBJECT TO THEIR SPACING IS TO BE EQUAL TO THE RADIUS OF THE GIVEN SPRINKLER HEADS. 2. THE QUALITY MATERIALS USED SHALL MEET OR EXCEED FLORIDA GRADE INSPECTION AND ACCEPTANCE. 2. SITE LOCATION: 8800 W. COLONIAL DRIVE (SW CORNER OF COLONIAL DRIVE 1. The City of Ocoee is subject to the terms, provisions and restrictions of Florida y I PROVIDE ALL PIPING, VALVES, VALVE BOXES, SPRINKLER HEADS AND WIRING AS No. 1 AS OUTLINED IN THE FLORIDA "GRADES AND STANDARDS FOR NURSERY & WOODLAWN CEMETERY ROAD) OCOEE FL. Statutes Chapter 163 concerning moratoria on the issuance of building permits REQUIRED FOR A COMPLETE AND OPERATIONAL IRRIGATION SYSTEM. PLANTS" AND "GRADES AND STANDARDS FOR NURSERY PLANTS PART II PALMS 2. CONTRACTOR SHALL INSPECT PIPING AND MATERIALS BEFORE INSTALLATION ' under certain circumstances. The City has no lawful authority to exempt any AND TREES." TO DETECT APPARENT DEFECTS. MARK DEFECTIVE MATERIALS WITH RED PAINT 'X' private entity, or itself, from the application of such state legislation and nothing 2. SPRINKLER LINES AND HEAD LOCATIONS SHOWN ARE ESSENTIALLY AND PROMPTLY REMOVE FROM SITE. 3. THIS SITE LIES WITHIN ZONE ACCORDING TO THE FEMA FLOOD INSURANCE herein should be construed as such an exemption. RATE MAP COMMUNITY PANEL NUMBER 120185 0220 E, EFFECTIVE DATE DIAGRAMMATIC. 3. CONTRACTOR, IN PREPARING BIDS, SHALL VERIFY THE AVAILABILITY OF DECEMBER 6, 2000, CITY OF OCOEE, FLORIDA. 2. This project shall comply with, adhere to, and not deviate from or otherwise ALL PLANT MATERIAL SHOWN ON THESE PLANS. IF CERTAIN PLANT MATERIAL 3. LAY SEWER PIPING BEGINNING AT LOW POINT OF SYSTEM (CONNECTION TO conflict with any verbal or written promise or representation made by the 3. ANY PIPING SHOWN OUTSIDE THE PROPERTY LINE OR RUNNING OUTSIDE A IS NOT AVAILABLE AT THAT TIME, THE CONTRACTOR SHALL CONTACT THE OFF1 SITE SYSTEM OR PUMP STATION), TRUE TO GRADES AND ALIGNMENT 4. BOUNDARY, TOPOGRAPHIC, AND TREE SURVEY BY ACCURIGHT SURVEYS OF Owner/Applicant/Developer (or authorized agent thereof) to the City Commission at LANDSCAPE AREA IS SHOWN THERE FOR CLARITY ONLY. ALL LINES SHALL BE LANDSCAPE ARCHITECT, RICK ABT OF INTERPLAN LL C AT (80@) 373-5552 OR INDICATED WITH UNBROKEN CONTINUITY OF INVERTS. PLACE BELL ENDS OR ORLANDO, 2@12 E. ROBINSON ST. ORLANDO, FL. 328@3. any public hearing where this project was considered for approval, where such INSTALLED ON THE PROPERTY AND INSIDE THE LANDSCAPED AREAS. (407) 645-5008, TO DISCUSS EQUIVALENT SUBSTITUTIONS. GROOVE ENDS OF PIPING FACING UPSTREAM. promise 01. representation, whether oral or written, was relied upon by the City Commission in approving the project, could have reasonably been expected to have 4. ADJUST DESIGN OF SYSTEM WHERE NECESSARY TO AVOID CONFLICTS IN THE 4, IN THE EVENT OF DISCREPANCY BETWEEN THE PLANT LIST AND ACTUAL 4. j CLEAR INTERIOR OF PIPE OF DIRT AND OTHER SUPERFLUOUS MATERIAL AS S. BENCHMARK -REFER TO TOPOGRAPHIC SURVEY BY ACCURIGHT SURVEYS OF ORLANDO. been relied upon by the City Commission in approving the project, or could have FIELD WITH LANDSCAPING OR UTILITY LINES. NUMBER OF PLANTS SHOWN ON THE PLAN, THE PLAN SHALL CONTROL. THE WORK PROGRESSES. MAINTAIN SWAB OR DRAG IN LINE AND PULL PAST EACH reasonably induced or otherwise influenced the City Commission tt, approve the "promise" "representation" LANDSCAPE CONTRACTOR SHALL NOTIFY INTERPLAN LLC OF ANY JOINT AS IT IS COMPLETED. PLACE PLUGS IN ENDS OF UNCOMPLETED CONDUIT 6. NOT USED 4 project. For purposes of this Condition of Approval, a or 5. CONTRACTOR IS RESPONSIBLE FOR OBTAINING ANY AND ALL PERMITS DISCREPANCIES PRIOR TO ISSUANCE OF BIDS. WHENEVER WORK STOPS. shall be deemed to have been made to the City Commission by the REQUIRED FOR THE INSTALLATION OR CONSTRUCTION OF THE WORK INCLUDED IN c 7. SITE GEOTECHNICAL INVESTIGATION PERFORMED BY ECS FLORIDA LLC. Owner/Applicant/Developer (or authorized agent thereof) if it was expressly made to the City Commission hearing where the was considered for THIS CONTRACT. 5. LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE 5. MAINTAIN 3' COVER OVER MAINS, AND 3' OVER SERVICES/LATERALS. INTERPLAN LLC. ASSUMES NO RESPONSIBILITY FOR THE CORRECTNESS, ACCURACY at public project approval. 6. CONTRACTOR TO PROVIDE A REDUCED PRESSURE ZONE (RPZ) BACKFLOW OCCURRING ON SITE OR ADJACENT AREAS, INCLUDING BUT NOT LIMITED TO BUILDINGS, PAVING, UTILITIES, ETC., WHICH IS CAUSED BY PREPARING OR 6. WHEN P ;OPOSED CONSTRUCTION OCCURS AT EXISTING MANHOLES, INLETS, AND COMPLETENESS OF THEIR WORK. THE CONTRACTOR SHALL OBTAIN A COPY OF THE GEOTECHNICAL ENGINEERS REPORT FOR THIS SITE AND COMPLY WITH 3. Nothing herein shall he construed to waive any provision of the Land PREVENTER. THE DEVICE MUST BE WILKINS 975XL OR CONBRACO 40-200 AT THE POINT OF WATER SERVICE IN ADDITION TO AN IRRIGATION METER. COORDINATE INSTALLING ANY AND ALL PLANT MATERIAL. VA LTS, ANDOTHER STRUCTURES, THE CONTRACTOR SHALL MODIFY THE STRUCTURES,! FRAMES, AND GRATES TO MEET THE PROPOSED GRADES UNLESS RECOMMENDATIONS CONTAINED THEREIN. IF ADDITIONAL SERVICES ARE Development Code except to the extent expressly set forth on a waiver table or LOCATION WITH OTHER UTILITIES AND GENERAL CONTRACTOR. 6. ALL DISTURBED AREAS ON SITE SHALL BE FULLY SODDED ASIDE FROM OTHERWISE DIRECTED. REQUIRED, THE CONTRACTOR SHALL MAKE A REQUEST TO THE OWNER, explicitly set out in the Plan. DEFINED PLANTING BEDS. SOD SHALL BE FREE OF WEEDS AND NOXIOUS 8. NOT USED 4 hydrant shall be OSHA Yellow in color and a blue reflective marker 4. Each fire h y 7. ADJUST SPRINKLER HEAD RADIUS AND PATTERN WHERE APPLICABLE TO PESTS OR DISEASES. 7, PVC PIPE SHALL REQUIRE INSULATED METALLIC LOCATING WIRE (14 GAUGE shall be affixed to the street in the center of the lane closest to each hydrant. OBTAIN MAX. COVERAGE FOR TURF AND SHRUBS ELIMINATING ANY OVERTHROW COPPER) CAPABLE OF DETECTION BY A CABLE LOCATOR AND SHALL BE BURIED 9. THE SITE SHALL BE CLEARED AS MAY BE NOTED ON THE PLANS, OF ALL ONTO SIDEWALKS, PAVEMENT, OR BUILDING STRUCTURE. 7. GRADE, DRESS, AND SOD DISTURBED AREAS AS SOON AS POSSIBLE TO DIRECTLY ABOVE THE CENTERLINE OF THE PIPE. LOCATING WIRE SHALL OBSTRUCTIONS AND DELETERIOUS MATERIAL SUCH AS FENCES, WALLS, 5. Streetlights will be installed prior to a Certificate of Completion being issued, and PREVENT EROSION. TERMINATE AT THE TOP OF EACH VALVE BOX AND BE CAPABLE OF EXTENDING 12" FOUNDATIONS, LOGS, SHRUBS, BRUSH, WEEDS, OTHER VEGETATION, AND the cost of operations will be assumed in accordance with the provisions of the 8, HEADS SHALL HAVE RISERS OF SUFFICIENT HEIGHT TO CLEAR ALL ABQVE TOP OF BOX IN SUCH A MANNER SO AS NOT TO INTERFERE WITH VALVE ■ ACCUMULATION OF RUBBISH OF WHATEVER NATURE. OFF -SITE DISPOSAL, ■ City of Ocoee Land Development Code in effect at the time of issuance of a ■ SHRUBBERY INSTALLED. ■ 8. ALL PLANTING BEDS AND TREE SAUCERS SHALL HAVE CYPRESS BARK ■ OPERATION, USE DUCT TAPE AS NECESSARY TO HOLD WIRE DIRECTLY ON THE ■ INCLUDING ANY HAZARDOUS MATERIAL ENCOUNTERED, SHALL BE IN ACCORDANCE Certificate of Completion. MULCH TO A DEPTH OF 2" MIN, EXCEPT IN AREAS ON SLOPES GREATER TOP OF THE PIPE. WITH APPLICABLE LOCAL, STATE, AND FEDERAL RULES AND REGULATIONS. 6. The Owner shall be responsible for installing reuse lines along with the other 9. ALL IRRIGATION PIPING WHICH IS LOCATED UNDER PAVEMENT SHALL BE ENCASED IN A SLEEVE TWO SIZES LARGER THAN THE IRRIGATION LINE E THAN 3% WHICH SHALL HAVE A CYPRESS BARK MULCH TO A DEPTH OF 3" infrastructure. At such time as reuse water is available to the property, the Owner MIN. 8. I WHERE APPLICABLE, UTILITY TRENCHES CROSSING PAVEMENT AREAS SHALL BE 10. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY INTERPLAN LLC. OF ANY shall be responsible for connection to the reuse system lines. 10. COORDINATE LOCATION OF IRRIGATION CONTROLLER WITH OWNER AND BACK FILLED WITH COMPACTED GRANULAR MATERIAL IN ACCORDANCE WITH DISCREPANCIES BETWEEN THE PLANS AND FIELD CONDITIONS PRIOR TO START OF g, CALIPER OF TREES; SHALL BE MEASURED AT DBH UNLESS STATED A.AS.H.T.O.-T-99. CONSTRUCTION. 7. All on -site utilities including electrical, cable TV and telephone shall be placed GENERAL CONTRACTOR. OTHERWISE IN PLANT LIST ON SHEET L1. ALL TREES SHALL BE INSTALLED underground IN AN UPRIGHT POSITION. DBH OF TREES SHALL TAKE PRECEDENCE OVER 9. CONTRACTOR SHALL PROVIDE SLEEVES FOR IRRIGATION LINES UNDER 11. THE CONTRACTOR SHALL REMAIN SOLELY RESPONSIBLE FOR ANY DESIGN 11. PROVIDE A RAIN SWITCH EQUIVALENT TO TORO RAIN SWITCH # 850-74. HEIGHT OR SPREAD. PAVEMENT. COORDINATE WITH GENERAL CONTRACTOR. Q CHANGES WHICH HE MAY INCORPORATE INTO THE PLANS WITHOUT PRIOR WRITTEN 8. Any damage caused to any public roads as a result of the construction activities MOUNT ON BUILDING OR TRASH ENCLOSURE IN AN INCONSPICUOUS LOCATION CONSENT AND/OR APPROVAL FROM THE OWNER AND THE ENGINEER. related to the project any portion thereof shall he promptly repaired to the EXPOSED TO NORMAL RAINFALL AND PER MFRS. SUGGESTIONS. " 10. PLANT MIX OF 8SHALL BE TILLED INTO EXISTING SOIL TO A DEPTH 10. ALL BACKFLOW PREVENTORS SHALL BE PAINTED RED, BLUE, OR PURPLE applicable government stondards at the sole cost and expense of the owner of the standards OF 24". REFER TO SHRUB AND TREE PLANTING DETAIL FOR EXTENT OF ACCORDING TO THE UTILITY. 12. THE CONTRACTOR SHALL COORDINATE ALL WORK WITHIN EACH EXISTING portion of the project being developed in connection with such construction activities. 12. OBTAIN INSPECTION AND APPROVAL OF ALL BURIED PIPING PRIOR TO PLANT MIX TO BE PROVIDED. PLANT MIX SHALL CONSIST OF 1/3 PEAT RIGHT OF WAY WITH THE CITY OF OCOEE AND THE FLORIDA DEPARTMENT OF 9. The Owner is to protect and prevent any disturbance, siltation, or other BACKFILLING . MOSS AND 2/3 EXISTING SOIL, 11. THE CONTRACTOR SHALL NOTIFY THE ENGINEER WHEN CONSTRUCTION IS COMPLETE FOR WATER, WASTEWATER AND STORMWATER SYSTEMS SO TIMELY TRANSPORTATION. construction within the conservation areas inside the 100-year flood elevation. Those areas are to be fenced off during construction and silt fences installed to 13. SPRINKLER HEAD MODEL NUMBERS SHOWN REFLECT TORO SPRINKLERS. OF EQUAL QUALITY MAY BE USED WITH THE APPROVAL OF THE 11. ALL PLANT MATERIALS SHALL RECEIVE A SLOW RELEASE FERTILIZER IN CERTIFICATIONS MAY BE INITIATED. SATISFACTORY BACTERIOLOGICAL TEST 13. SCS SOILS: CANDLER & TAVARES- M I LLHOPPER. eliminate any possible disturbance in those areas during construction. ANY SPRINKLERS QUANTITIES AS DIRECTED BY THE MANUFACTURER. RESULTS PRESSURE TEST RESULTS AND AN AS BUILT SURVEY SHALL BE OWNER. SUBMITTED TO ENGINEER PRIOR TO FINAL CERTIFICATION. 14. NOT USED 10. All existing structures (including buildings, power lines, existing aerial and utility facilities) Progress Energy easements will be removed and/or terminated prior 14. IRRIGATION CONTROLLER SHALL BE TORO CUSTOM COMMAND CONTROLLER COORDINATE 12. ALL PLANT MATERIAL SHALL BE SET BACK 2 FEET, AND TREES 3 FEET, FROM THE BACK OF CURBS OR EDGE OF PAVEMENT. 12. THE LOCATIONS S OF THE UTILITIES SHOWN IN THE PLANS ARE BASED ON 15.. THE CONTRACTOR SHALL RESTORE OFF -SITE AREAS TO A CONDITION EQUAL and to or during construction of the development replacing those uses. OR APPROVED EQUAL. VERIFY CONTROLLER OPTIONS WITH OWNER. LIMITED INVESTIGATION TECHNIQUES AND SHOULD BE CONSIDERED APPROXIMATE TO OR BETTER THAN THE CONDITION EXISTING PRIOR TO COMMENCEMENT OF POWER REQUIREMENTS WITH GENERAL CONTRACTOR. 13. PIN ALL SOD ON 3:1 OR GREATER SLOPES. ONLY. THE VERIFIED LOCATIONS ELEVATION APPLY ONLY AT THE POINTS SHOWN. CONSTRUCTION. II. INTENTIONALLY DELETED. 15. PROGRAM IRRIGATION CONTROLLER TO PROVIDE 1 INCH OF WATER PER INTERPOLATIONS BETWEEN THESE POINTS HAVE NOT BEEN VERIFIED. 12. An emergency access and maintenance easement to and over the retention WEEK. SCHEDULE HEADS TO OPERATE DURING MORNING HOURS, 14. LANDSCAPING SHOWN ON THIS PLAN SHALL BE MAINTAINED IN 16. ALL DISTURBED AREAS SHALL BE SODDED, ponds and other drainage improvements shown hereon is hereby dedicated to the COMPLIANCE WITH LOCAL LANDSCAPING ORDINANCE. B. MATERIALS (WATER 17. AT LEAST 30 DAYS PRIOR TO ANTICIPATED COMPLETION OF SITE City for emergency maintenance purposes. The emergency access and maintenance 16, ALL MAINLINE PIPING SHALL BE BURIED TO A MINIMUM DEPTH OF 18" OF 15, A TWELVE-MONTH WARRANTY SHALL BE PROVIDED FOR ALL NEW PLANT CONSTRUCTION, THE FINAL CERTIFICATION PROCESS WILL BEGIN. THE liability easement shall not impose any obligation, burden, responsibility or liability upon the COVER. ALL LATERAL PIPING SHALL BE BURIED TO A MINIMUM DEPTH OF 12" MATERIAL, STARTING FROM DATE OF FINAL ACCEPTANCE BY OWNER. WITHIN 1. SERVICE PIPE SHALL BE DR9 POLYETHYLENE (PE) AWWA C-901, CONTRACTOR SHALL PROVIDE DOCUMENTS AND INFORMATION IN A TIMELY MANNER City to enter upon any property it does not own or take any action repair or maintain the drainage system on the property. The City may require that the Owner OF COVER, THIRTY DAYS OF NOTIFICATION, DEAD OR UNHEALTHY MATERIALS SHALL BE TO ENGINEER, INCLUDING WITHOUT LIMITATION: "AS-BUILTS" execute a document reflecting such easement. 17. ALL POP-UP ROTORS AND SPRAYS SHALL BE INSTALLED USING AN 18" PVC REPLACED, IN CONFORMANCE WITH THE APPROVED LANDSCAPE PLAN, BY THE 2. WATER MAINS SHALL BE PVC C-900, DR 18 WITH INTEGRAL BELLS AND ELASTOMERIC JOINTS PER C-3139 AND GASKETS. a. SURVEYED b. COMPACTION AND DENSITY TEST REPORTS, AND LANDSCAPE CONTRACTOR, 13. A perpetual, non-exclusive easement for access over all internal roadways and FLEX PIPE CONNECTION. DO NOT USE FUNNY PIPE. c. PRESSURE TESTING AND BACTERIOLOGICAL TESTING RESULTS, AS other paved areas is hereby dedicated in favor of the City and other applicable 16. THE CONTRACTOR SHALL PROVIDE AN AS -BUILT DRAWING ON A 3. DUCTILE IRON PIPE (D.I.P.), IF REQUIRED, SHALL CONFORM TO ANSI/AWWA REQUIRED, FOR WASTEWATER COLLECTION/TRANSMISSION AND/OR WATER authorities for low enforcement, fire, and other emergency services. The City may 18. THROTTLE ALL VALVES ON SHRUB LINES AS REQUIRED TO PREVENT REPRODUCIBLE MEDIUM SEPIA OR MYLAR SHOWING THE LOCATION OF ALL ( ) A21.51/C151, CLASS 50 (MIN.) PIPE FOR ALL SIZES. DISTRIBUTION SYSTEMS. require that the Owner execute a document reflecting such casement. FOGGING. LANDSCAPE MATERIAL PRIOR TO FINAL ACCEPTANCE. d I t' h wn on the 19 ALL RISERS SHALL BE STAKED WITH A STEEL ANGLE AND SECURED WITH ■ 4. CORPORATION STOPS SHALL BE 3/4" to 2" BRONZE WITH AWWA TAPERED ■ 18, ALL TRAFFIC CONTROL DEVICES, EQUIPMENT AND INSTALLATION SHALL MEET ■ SITE DATA ZONING C2 (COMMUNITY COMMERCIAL) CURRENT LAND USE VACANT - COMMERCIAL TOTAL SITE AREA 368,368 SF 8.457 AC. IMPERVIOUS AREA 199,648 SF 54% BUILDING 54,878 SF 15% PARKING 53,560 SF 15% DRIVEWAY SIDEWALK 83,160 SF 8,050 SF 22% 2% A MAXIMUM ALLOWABLE IMPERVIOUS SURFACE AREA 70% PERVIOUS AREA 170,220 SF 46% (FAR=0.05) REQUIRED PROVIDED BUILDING HEIGHT 45 FT 25 FT (MAX.) (1-STORY) BUILDING SETBACK FRONT (NORTH) 50 FT 92 FT SIDE (EAST) 10 FT 51 FT SIDE (WEST) 25 FT 82 FT REAR (SOUTH) 20 FT 117 FT LANDSCAPE BUFFER A FRONT (NORTH) 25 FT 25 FT SIDE (EAST) 10 FT 10 FT SIDE (WEST) 15 FT 15 FT REAR (SOUTH) 25 FT 64 FT A2 LOADING SPACE 2 3 RESTAURANT PARKING FORMULA a SPACE PER EVERY 4 FIXED SEATS) + (1 SPACE FOR EVERY 75 SF OF PATRON AREA, NOT INCLUDING FIXED SEATING ) ( 100 SEATS/4) = 25 SPACES + (500 SF / 75 = 7 SPACES) 25 SPACES + 7 SPACES = 32 SPACES BANK PARKING FORMULA 1 SPACE PER EVERY 200 SF/FA (4,052 SF / 250) = 20 SPACES RETAIL PARKING FORMULA 1 SPACE PER EVERY 200 SF/FA (27,363 SF / 200) = 137 SPACES GROCERY PARKING FORMULA 1 SPACE PER EVERY 200 SF/FA (16,527 SF / 200) = 83 SPACES TOTAL PARKING REQUIRED 272 SPACES REQUIRED TOTAL PARKING PROVIDED REGULAR 260 HANDICAP 14 TOTAL 274 14. All access rights to all public roads, except at approve oca on s o ■ ■ THE REQUIREMENTS OF THE LOCAL JURISDICTION AND/OR FLORIDA DEPARTMENT ■ Plan, are hereby dedicated to the City of Ocoee. ULTRAVIOLET LIGHT PROTECTED PVC CLAMPS. THREADS AND BE FORD MODEL #F 1000 OR EQUAL. CURB STOPS SHALL BE OF TRANSPORTATION. 1 All I I ' t t 1 d'n but not limited to the property association DISINFECTING NOTES SIZED TO MATCH THE METER SIZE. LEGENDS EEVES SHALL BE 4" IN DIAMETER AND INSTALLED BY "� 5. ega ms rumen s, me u g documents, easements, deeds and restrictive covenants, shall he provided to the 20. ALL IRRIGATION SL GENERAL CONTRACTOR AT TIME OF UTILITY CONSTRUCTION. 5. FITTINGS SHALL BE BRASS, CAST AND MACHINED IN ACCORDANCE WITH AWWA 19. PARKING STALLS SHALL CONFORM WITH LOCAL CODE. ACCESSIBLE PARKING SPACES AND ACCESS ROUTES SHALL FURTHER CONFORM WITH CURRENT ADA City for review and approval prior to or at the time of approval of the site plan. C800 AND AWWA C901, WITH COMPATIBLE PIPE CONNECTIONS. REQUIREMENTS. 16. INTENTIONALLY DELETED. 21. ALL CONTROL WIRE SPLICES SHALL BE MADE IN VALVE BOXES USING CONNECTORS AND SEALANT. HYDROSTATIC PRESSURE AND LEAKAGE TESTS SHALL BE CONDUCTED ON ALL 6. SERVICE SADDLES SHALL BE USED FOR ALL SERVICE LINE TAPS. SERVICE SNAP -TITS NEWLY INSTALLED WATER DISTRIBUTION SYSTEM PRESSURE PIPES AND SADDLES SHALL BE DOUBLE STRAPANCHORED BY A MINIMUM FOUR (4) BOLT 20, HANDICAP PAVEMENT MARKINGS AND SIGNAGE SHALL CONFORM WITH 17. INTENTIONALLY DELETED. BE INSTALLED 12" FROM ANY WALL AND A MINIMUM OF APPURTENANCES. THE TESTS SHALL BE IN ACCORDANCE WITH THE PROVISIONS , PATTERN ON A DUCTILE IRON SADDLE BODY. FOR PVC PIPE, DOUBLE STRAPS CURRENT ADA REQUIREMENTS AND LOCAL ORDINANCE. 22, ALL RISERS SHALL OF AWWA C600 OR M23 AS APPLICABLE SHALL BE CORROSION RESISTANT ALLOY STEEL, SIZED EXACTLY TO THE PIPE 18. Existing trees 8" or larger (other than citrus trees or "trash" trees) located lines will be 12" FROM ANY SIDEWALKS OR ROAD. DISINFECTION OF THE WATER DISTRIBUTION SYSTEM SHALL BE PERFORMED IN OUTSIDE DI�METER. SEALING GASKETS SHALL BE BUNA-N RUBBER, 21. LANDSCAPE SHALL BE TRIMMED TO ENSURE SIGHT VISIBILITY OF TRAFFIC DEVICES. along proposed locations of buffer walls or road right-of-way preserved if at all possible. The buffer walls and roads will be designed around those trees to if 23. ALL PIPING SHALL BE PURPLE IN COLOR. ACCORDANCE WITH AWWA C651 DISINFECTING WATER MAINS. SATISFACTORY incorporate them into required landscape buffers and as street trees. BACTERIOLOGICAL TEST RESULTS SHALL BE SUBMITTED TO ENGINEER PRIOR TO C. MATERIALS (SEWER) 22. ALL PAVEMENT IS DIMENSIONED TO FACE OF CURB. 24. ELECTRICAL SERVICE TO ALL EQUIPMENT SHALL BE PROVIDED TO A FINAL CERTIFICATION. 19. INTENTIIONALLY DELETED. JUNCTION BOX AT THE EQUIPMENT LOCATION BY OTHERS. 1. ALL GRAVITY SEWER PIPE AND FITTINGS SHALL BE NON -PRESSURE 23. ALL BUILDING DIMENSIONS AND TIES ARE TO OUTSIDE FACE. REFER TO 20. All utilities will be around existing protected trees to be preserved. FOR ONE YEAR FROM THE DATE OF FINAL THE CONTRACTOR SHALL MAKE PROVISIONS TO PROTECT THE ACTIVE EXISTING CONTAMINATION DURING FILLING, FLUSHING, AND PO<YVINYL CHLORIDE PIPE (PVC) CONFORMING TO ASTM D 3034, SDR 35, WITH PUSH -ON RUBBER GASKET JOINTS. ARCHITECTURAL PLANS. placed 25. ALL WORK SHALL BE GUARANTEED MAIN FROM BACKFLOW 2 ACCEPTANCE AGAINST ALL DEFECTS IN EQUIPMENT AND WORKMANSHIP. TESTING OF THE NEW MAIN, AS SPECIFIED IN AWWA C651-92. 24. ALL STORM PIPE JOINTS SHALL BE WRAPPED WITH FILTER FABRIC. 21. In order to ensure that as many existing trees as possible will he preserved, all 2,' ALL FITTINGS AND ACCESSORIES SHALL BE MANUFACTURED OR SUPPLIED BY road right- of -ways and retention areas will be flagged for review by the City prior n retention to tree will be issued for site work or building 26. THE CONTRACTOR SHALL PREPARE AN AS -BUILT DRAWING ON A CONTRACTOR SHALL UTILIZE A JUMPER CONNECTION DURING WATER MAIN THE PIPE MANUFACTURER OR PRIOR -APPROVED EQUAL. 25. ALL STORM STRUCTURES SHALL BE PLACED ON A 12" BED OF CRUSHED an removal. permits construction until all trees to he preserved hove been clearly marked with tree REPRODUCIBLE PAPER (SEPIA OR MYLAR) SHOWING ALL IRRIGATION BE OBTAINED TESTING. ALTERNATE TYPES OF BACKFLOW PREVENTION MAY BE UTILIZED AS STAFF AND ENGINEER. 3. BEDDING AND INITIAL BACK FILL OVER SEWER MAINS AND SERVICES SHALL STONE OR EQUIVALANT AS APPROVED BY THE CITY ENGINEER AND FULLY A protection barriers. INSTALLATIONS. A MYLAR OR SEPIA OF THE ORIGINAL PLAN MAY APPROVED BY INSPECTION ENVELOPED WITH FILTER FABRIC. FROM THE LANDSCAPE ARCHITECT FOR A FEE. THE DRAWING SHALL LOCATE ALL BE SAND WITH .NO ROCK LARGER THAN 1 IN DIAMETER. 22. Removal of existing trees will be limited to clearing road right-of-way and VALVES AND MAINLINES BY SHOWING EXACT MEASUREMENTS FROM HARD 26. COMPACTION DENSITY AT ALL UTILITY AND STORM STRUCTURES retention areas as detailed in these plans. All existing protected trees on individual SURFACES OR STRUCTURES. (INLET/MANHOLES WITH ROADWAY 3' IN BACK OF CURB) SHALL BE lots will he evaluated at the time a building permit is issued for that lot, to tree to he removed. UTILITY SEPARATION NOTES AS-B'U I LT INFORMATION FORI V IATION WITHIN PAVEMENT AREAS; AND A DENSITY OF 95% FOR STRUCTURES OUTSIDE E TSI determine whether or not each needs PAVED AREAS PER AASHTO-180 (MODIFIED). 23. The Owner shall construct appropriate curb cuts to enable access ramps at all 1. NEW OR RELOCATED, UNDERGROUND WATER MAINS INCLUDED IN THIS PROJECT AS -BUILT DRAWINGS WILL BE REQUIRED WITH THE FOLLOWING INFORMATION: 27. BUILDING AND SITE IMPROVEMENTS ARE PARALLEL AND PERPENDICULAR TO 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 WILL BE LAID TO PROVIDE A HORIZONTAL DISTANCE OF AT LEAST THREE FEET WATER MAIN AND THE OUTSIDE OF ANY EXISTING A) SANITARY SEWER EAST PROPERTY LINE. 2 and other persons who are physically challenged, and otherwise comply with all BETWEEN THE OUTSIDE OF THE OR PROPOSED VACUUM -TYPE SANITARY SEWER, STORM SEWER, STORMWATER FORCE 1. TOP ELEVATION OF EACH MANHOLE FRAME AND COVER. 28. Americans with Disabilities Act (ADA') requirements. When sidewalks are constructed MAIN, OR PIPELINE CONVEYING RECLAIMED WATER REGULATED UNDER PART III OF 2. INVERT OF EACH LINE ENTERING AND LEAVING EACH MANHOLE/STRUCTURE. SSOCOF at certain corner locations,. the sidewalks will be extended to the curb and the The Owner or owner's CHAPTER 62-610, F.A.C.; A HORIZONTAL DISTANCE OF AT LEAST SIX FEET BETWEEN 3. LENGTH OF EACH RUN OF MAIN BETWEEN MANHOLES CENTER TO CENTER ( ) CHAPTER 556, FLORIDA STATUTES, REQUIRES EXCAVATORS TO NOTIFY SUNSHINE appropriate ramps will then be constructed. property association, as applicable, will be responsible for the continued maintenance of all THE OUTSIDE OF THE WATER MAIN AND THE OUTSIDE OF ANY EXISTING OR 4. ACTUAL GRADE OF PIPE BETWEEN MANHOLES. 5. LOCATE ALL SERVICE WYES FROM DOWNSTREAM MANHOLE WITH DEPTH AT STATE ONE CALL OF FLORIDA (SSOCOF) BEFORE BEGINNING ANY EXCAVATION IN streets and sidewalks in accordance with all ADA requirements that may now or ■ ■ PROPOSED GRAVITY -TYPE SANITARY SEWER (OR A HORIZONTAL DISTANCE OF AT ■ LOT LINE AND DISTANCE FROM THE MAIN LINE. ■ THE STATE OF FLORIDA UNLESS A SPECIFIC EXEMPTION LISTED IN F.S. 556.108 ■ ■ hereinafter be applicable to the project. LEAST THREE FEET BETWEEN THE OUTSIDE OF THE WATER MAIN AND THE OUTSIDE 6. LOCATE WITH MEASUREMENTS FROM PERMANENT VISIBLE OBJECTS ALL APPLIES. AN EXCAVATOR MUST NOTIFY SSOCOF TWO FULL BUSINESS DAYS BEFORE CLASS 160 PVC LATERAL LINE- SIZE AS SHOWN OF ANY EXISTING OR PROPOSED GRAVITY -TYPE SANITARY SEWER IF THE BOTTOM FITINGS/ACCESSORIES NOT VISIBLE FROM THE SURFACE (MINIMUM TWO EXCAVATING. EXCAVATORS MAY CALL 1-800-432-4770 DURING BUSINESS HOURS 24. The Owner shall comply with all requirements of the City and other governmental UNTIL A SMALLER SIZE IS SHOWN. INCHES ABOVE THE TOP OF THE OF THE WATER MAIN IS LAID AT LEAST SIX INC OR USE THE INTERNET TO PROVIDE NOTIFICATION INFORMATION. entities with jurisdiction to protect the wetlands being .preserved and to prevent any SEWER); A HORIZONTAL DISTANCE OF AT LEAST SIX FEET BETWEEN THE OUTSIDE OF POINTS TIES). disturbance, siltation, or other construction below the natural wetland lines. Further, THE WATER MAIN AND THE OUTSIDE OF ANY EXISTING OR PROPOSED TRENCH SAFETY the areas below the natural wetland lines shall be fenced off (and silt fences shall _ _ _ 4" PVC SLEEVE - - - PRESSURE -TYPE SANITARY SEWER, WASTEWATER FORCE MAIN, OR PIPELINE B) STORM DRAINAGE CONTRACTOR SHALL COMPLY WITH OSHA TRENCH SAFETY STANDARDS 29 C.F.R., S. be installed) during construction activities immediately adjacent to the wetlands, in CONVEYING RECLAIMED WATER NOT REGULATED UNDER PART III OF CHAPTER 1. TOP ELEVATION OF EACH MANHOLE FRAME AND COVER/GRATE AS WELL AS 926.650, SUBPART P, AND ALL SUBSEQUENT REVISIONS OR UPDATES ADOPTED BY order to minimize disturbances of the wetlands during construction. PIPE CROSSOVER 62-610, F.A.C.; AND A HORIZONTAL DISTANCE OF AT LEAST TEN FEET BETWEEN THE ALL OTHER STRUCTURES (HEADWALLS, CONTROL STRUCTURES, ETC.). THE DEPARTMENT OF LABOR AND EMPLOYMENT SECURITY AND WITH SECTION OUTSIDE OF THE WATER MAIN AND ALL PARTS OF ANY EXISTING OR PROPOSED 2. INVERT ELEVATION OF EACH LINE ENTERING AND LEAVING EACH 553.62, FLORIDA STATUTES. 25. INTENTIONALLY DELETED. 26. INTENTIONALLY DELETED. 27. There shall he no access from the project to any public roads except at the approved locations shown on the Plan. 28. INTENTIONALLY DELETED. 29. INTENTIONALLY DELETED. 30. INTENTIONALLY DELETED 31. INTENTIONALLY DELETED, 32. All building pad elevations shall exceed the 100-year flood elevation by a minimum of two feet. 33. All landscape areas will he irrigated and have an automatic rain sensor. 34. INTENTIONALLY DELETED 35. UPON DEVELOPMENT OF ADJACENT PROPERTIES TO THE EAST AND WEST, CROSS ACCESS EASEMENTS WILL BE PROVIDED AS SHOWN ON SHEET C1. r2� VALVE ZONE NO. VALVE GPM �28.81VALVE SIZE BACKFLOW PREVENTER ---Q-- IRRIGATION METER C� CONTROLLER LOCATION FR RAIN SENSOR LOCATION a "ON -SITE SEWAGE TREATMENT AND DISPOSAL SYSTEM. 2. NEW OR RELOCATED, UNDERGROUND WATER MAINS THAT ARE INCLUDED IN THIS PROJECT AND THAT WILL CROSS ANY EXISTING OR PROPOSED GRAVITY - OR VACUUM - TYPE SANITARY SEWER OR STORM SEWER WILL BE LAID SO THE OUTSIDE OF THE WATER MAIN IS AT LEAST SIX INCHES ABOVE THE OTHER PIPELINE OR AT LEAST 12 INCHES BELOW THE OTHER PIPELINE; AND NEW OR RELOCATED, UNDERGROUND WATER MAINS THAT ARE INCLUDED IN THIS PROJECT AND THAT WILL CROSS ANY EXISTING OR PROPOSED PRESSURE -TYPE SANITARY SEWER , WASTEWATER OR STORMWATER FORCE MAIN, OR PIPELINE CONVEYING RECLAIMED WATER WILL BE LAID SO THE OUTSIDE OF THE WATER MAIN IS AT LEAST 12 INCHES ABOVE OR BELOW THE OTHER PIPELINE. 3. AT THE UTILITY CROSSINGS DESCRIBED ABOVE, ONE FULL LENGTH OF WATER MAIN PIPE SHALL BE CENTERED ABOVE OR BELOW THE OTHER PIPELINE SO THE e WATER MAIN JOINTS WILL BE AS FAR AS POSSIBLE FROM THE OTHER PIPELINE OR 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 SANITARY SEWERS, WASTEWATER FORCE MAINS, OR PIPELINES CONVEYING RECLAIMED WATER NOT REGULATED UNDER PART III OF CHAPTER 62-610, F.A.C. 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 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. PROPOSED PROPOSED CONTOUR 73.50 MEET EXISTING GRADE MEG EDGE OF PAVEMENT EOP SIDEWALK SW GRADE BREAK GB HIGH POINT HP 12.55 SPOT ELEVATION DIRECTION OF FLOW AND PERCENT SLOPE STORM SEWER & INLET MSTWEBMST� DOWN SPOUT DRAINS DSD SANITARY SEWER & MANHOLE SS-Q- CLEANOUT � C.O. WATER SERVICE W FIRE HYDRANT WATER METER ---�--- BACKFLOW PREVENTION DEVICE - GATE VALVE --D4--- REDUCER -D---- UNDERGROUND TELEPHONE UGT UNDERGROUND ELECTRIC UGE SITE LIGHTING -0 Og PARKING SPACE TOTALS 2 DETAIL NUMBER C4 SHEET NUMBER B-3 ZONING VACANT CURRENT LAND USE GC NOTE: A COPY OF THIS SHEET CO SHALL BE PROVIDED TO ALL BIDDERS AND SUB -CONTRACTORS. INTERPLAN ARCHITECTURE ENGINEERING INTERIOR DESIGN PROJECT MANAGEMENT AA 004320 CA 8660 933 LEE ROAD, FIRST FLOOR ORLANDO, FLORIDA 32810 PH 407,645.5008 FX 407,629.9124 1 SEAL: ROBERT ZIEGENFUSS, P.E. FL. REG. #56752 v � CONSULTANT: J REVISIONS: NO. DATE REMARKS 2 9-14-07 CITY COMMENTS 4 11-23-07 CITY COMMENTS 5 2-8-08 CITY COMMENTS SHOPPES @ WEST OAI(S 8800 W. COLONIAL DRIVE OCOEE, FLORIDA COPYRIGHT © 2006 INTERPLAN LLC RESERVES COPYRIGHT & OTHER RIGHTS RESTRICTING THESE DOCUMENTS TO THE ORIGINAL SITE OR PURPOSE FOR WHICH THEY WERE PREPARED, REPRODUCTIONS, CHANGES OR ASSIGNMENTS ARE PROHIBITED, IPROJECT NO: 2006,0735 DATE: 07-21-05 W ■ ■ CHECKED: , MODIFIED:02/05/08 14:41:08 J:\S\SHOPPESWESTOAKS\2006.0735\060735C0.DWG V=1'-0" STABLA PLOTTED: 02/12/08 15:50:49 J:\S\SHOPPESWESTOAKS\2006.0735\060735C0.DWG 1'=1'-0" STABLA ■ ■ VIZCAYA LAKE APTS. PD STATE ROAD NO. 408, PREPARED BY PROFESSIONAL ENGINEERING CONSULTANTS: INC. ON SEPT, 2, 1988, SHEET 1 OF 28, N . N&D - f PROPOSED NEW PAVEMENT FOR SR 50 TURN LANE N. LINE, NW 114, SECTION 27-22S-28E PER SECTION BREAKDOWN 15 fr SHOULDER AND LANE SHALL BE CONSTRUCTED IN ONE PASS INFORMATION SHOWN ON WESTERN EXTENSION OF STATE ROAD 408, SHEET I OF 28 CS WITH IDENTICAL SECTION TB II I NORTH R/W LINE LAKE' CONC � FLUME - -�_. —.LLOTUS— r��+M 41 14-.— / ��------------------- � -------------- -TB------------ - ------------- ?. SIGN —FLUME ( - ---- - - _ ----__..�..-P_.p _ --------------� � T .._°— 4 — �— INV = 99.22' INV = T'?_.79'-�b _ E�° Ia+�HtrE LINE ��; GUARD- _ — — -- ----- __ — -- _-- -- --_.-- ./ WHITE LINE -- / —N. LINE, LOT 4 ,STATE' ROAD NO. 50 50 R/TY)Jok _ ____---- YELLow LINE ((•== YELLOW LINE ---_WHITE LINE —` `-YELLOW LINE (PER FLORIDA STATE ROAD DEPARTMENT — RIGHT OF WAY MAP — JOB NO, 7505-105 4342' S0' TE LINE 157;79' 36' DATED 4-1 1-46, SHEET 3) — 351.21' n I EIP JT J fJ i J �JJ �J �J �J ��� f T.��.� if f_, ��_JfJ \� }, WHITE LINE �r - ( ( r rf r f r (r rf ( �� r �r� �f r� (� rr FND. 5/8" rR R J �r f f f t 9 11.1'APPROX. NEW t f FND. 5/3" ! 7 �'Q 11 ( f f r r 8 7'40" E 645.29' MEAS PVM'T WIDTH TO BENREBOCATED US TO THIS 19 ® �f D � � 4rJ( vt 0.18' N. NO # f r o�1 5 f1 �r o. rs' N. STOP P �, ° — -- f f 89e46'49" E 645.09' CALC 12 �NBD6s/2 IR - _ .. E. N 7 D5' 5 AR I �= I B p 7 1 N 1 22 V 6' 4 4 () r o I RIG,4 2 tl 22 V AilN R ,6': t 4 _s . — - - 6 — I _ - O- J15� �_ —54' - 54' 133.7' R20' 36, R 15' R3' 5' TETE 4CK rrNC- 19' .,. <- C� 45' 6' 9' 81' � 12' S4' � 12' 6' 90' '-.;a1NING O �� R15' I �' 1441.L w z 20 ( N I R I O' 25' 27' 12' 12' 12.5R12' R12' ' -R12' '------- ------ E-- N R12' N _ s / `Q `� _.ter 'i i 6 R15' S N R3 R3' R3' R3 in 8 I 27 8 r Ho S� U Q I f s ( V. 3 1 I I vaj/ 5 RESTAURANT WITH IC c 18rr BANK o: I I I n DRIVE—THRU ,z' 12' s' o o �I 6 >v 1 RCP I z N 5 4,052 S.F. > I / 3,870 S.F. 20' - 18' 24' I\� Y: 26' 9' 18' 22' 20 6° 20 22' 20' 5' 28' 1' 5'` 5' Cj C u� 6 A�Q' - 53.7500I R3' �P !2 IFt6j VRES 8 7 IFj ) 7 8 7 4 N T 18 j ® I i R20 T ^. ri R15' R15' fa I_ _ 7 I I R20' R4' L j 13 j= ice/ 4 I' R4 I .® l ! 6g• R10' . 9 ;rt �R15' 210 h 7 8 ,• 1.� 18' 24' 18' co 8 I °,� N VACANT PD I � v 26' 111.39'� 6.39' (VARIES) I FUTURE CROSS ACCESS 1 © � � � �. O.O� O O b9�o�isOc�i�;��iii'�O•:�isiv`Iia�aaia�oia� � � ., p0 u •ili��� O '.!�,i���D�pti+�C�p�O�p�i�it��p�p�p�p�p�p�i"i���'�� p�,��� © � � —�..,__ ;: .:'.-:_ .'<•- _ ��„�p,�I���•d��OI_,`�IeJ�I'I_O�•sc:jea�y�;O�OpOjOpOp0�0� � � '� pOp��pOplpOpO'�OpO�OpOp IOpap�;<��►OpOp0���0�'1�OpOpOpOpOp�lOpOpOpO�%p,I�pi�Ib,,I�I�I � 0 STOP a} :, ;: 5 1 1 Lv RCP/ p I i ;'25 7 25 1 0) Ln 25' N I I 12 ;'I...'_•. 7 27,363 1 i RETAIL BUILDING O x R37' I 6' 7..; �1 z R25' 1 O O O a I' h 6 N --- R10' b 4,. " 14 - o $ $ 16,527 S.F. F GROCERY STORE 7 ------ t0 —4 t�:------------J R25' co i y 6�� ,6 i :': s----�---� 9 N N 17451' 18' 25' 20' 20' 26' S' 6' ; ,` .. :..:.:..:' . LOADING ZONE .::: •; •. ; :[ " " O I R3' R3' O I �° 4 ao 8 CO momm"mommmomm"m — o ict: � R12 '- M 1 23 ! 16 R12' a 4 24 35' R22' O � R20' R20' "' t Li W 15 � m 4 { 4 60 N 10' 90' 12' 90 R60' le 13 17 8' CLF _ � c s c--•� ( 23 ' � R18' / �- Q L� R20' SU�SE- LINE __ ___-_ . — . — . — . — . — . — . - -_ ._ -_ — __. — — . — —ACK — • — • - f. j 17 STORMWATER RETENTION AREA c6 FNO 6'X 6" CM LP 11,227 ---x-- � — —__..x _.__,x�..�.yr._� ;�--- — _•_. � - x--- ,c-------x�----x—._ x.�...._.—.7._._._._.��x x 23 N 89 53 46 W 642.93 CALC N 89°54'14" W 642.95' MEAS rT-7Trrj-EWT OAT J4 ?E_4 1ST BAPTIST CHURCH 1 11' 1 1 C/ [L Ir A-t SITE DIMENSION PLAN 1 40' GRAPHIC SCALE 4001 40:0 11111 � 1111111111 � � �11111�1111111111� co O NORTH dL23 L 6"X 6" CM 1221 L co N LL� 0 SITE NOTES 1� SIDEWALK RAMP (TYP.) 5 17 C4 C4 F2 CORNER RAMP (TYP.) 6 17 C4 C4 ❑3 HANDICAP RAMP (TYP.) 7 C4 ❑4 6" CURB (TYP.) 8 C4 55] WHEELSTOPS (TYP.) 10 C4 a MONOLITHIC CURB & SIDEWALK 11 C4 F7 CONCRETE WALK W/ EXPANSION JOINTS AND SCORE MARKS 1 2 C4 F8 ASPHALT PAVEMENT 13 C4 0 CONCRETE PAVEMENT 14 C4 16 DOUBLE DUMPSTER ENCLOSURE 16 C4 11 MONUMENT SIGN ■ 12 DETECTABLE WARNING (NO RAMP REQUIRED) (TYP.) 17 C4 13 FIRE HYDRANT (TYP.) (SEE SHEET C2) 14 BACKFLOW PREVENTER (SEE SHEET C2) 15 SANITARY SEWER MANHOLE (SEE SHEET C2) (TYP.) 16 DRAINAGE STRUCTURE (SEE SHEET C3) (TYP.) 17 REINFORCED SEGMENTAL RETAINING WALL 5 C5 18 TRANSFORMER PAD 19 EDGE OF PAVEMENT 20 EXISTING SIDEWALK TO REMAIN 21 TYPE "F" CURB & GUTTER (TYP.) 9 1 C4 22 TRANSITION CURB C 1 23 ALUMINUM FENCE % C5 24 60 L.F. 8' HIGH CMU SCREENING WALL (SEMI -OPAQUE) 25 OUTDOOR FURNITURE 16 C4 26 50 LF TEMPORARY UNREINFORCED SEGMENTAL RETAINING WALL 27 BIKE RACK (4 PLACES) 1 3 C5 28 BOLLARD (TYP.) 12 C5 FULL HEIGHT OF CURB C-I LENGTH MAY BE ALONG RADIUS ON CURB TURN --OUTS. 5' LENGTH FOR RAMPS SHALL BE 2' OTRANSITION CURB PAVEMENT SURFACE - MACHINES WILL BE PLACED INDOORS IF PROVIDED. co a ALL EXISTING STRUCTURES AND EASEMENTS WILL BE REMOVED OR TERMINATED PRIOR TO OR DURING CONSTRUCTION. AN EMERGENCY ACCESS EASEMENT TO THE RETENTION POND SHALL BE DEDICATED TO THE CITY. AN ACCESSAND ALL DISTURBED AREAS SHALL BE SODDED AREASSEMENT SHALL BEO DEDICATED TORTHELCITYDANADSOTHERPAVED APPLICABLE ENTITIES FOR EMERGENCY SERVICES. REFER TO SHEET CO FOR GENERAL NOTES, THERE SHALL BE NO ACCESS FROM THIS PROJECT TO ANY PUBLIC ROADS EXCEPT AT THE APPROVED LOCATIONS SHOWN SPECIFICATIONS, AND LEGENDS, IN ADDITION TO ON THE PLANS. SITE —SPECIFIC NOTES AND REQUIREMENTS. ALL SIGNAGE SHALL BE PERMITTED SEPERATELY AND WILL MEET OR EXCEET CITY OF OCOEE CODE. NTS PVTO11.DWG � I INTERPLAN ARCHITECTURE ENGINEERING INTERIOR DESIGN PROJECT MANAGEMENT AA 004320 CA 8660 ■ ■ .1 MODIFIED:02/15/08 16:36:33 J:\S\SHOPPESWESTOAKS\2006.0735\060735 PLOTTED: 02/15/08 14:22:44 J:\S\SHOPPESWESTOAKS\2006.0735\060735 1.933 LEE ROAD, FIRST FLOOR ORLANDO, FLORIDA 32810 PH 407,645.5008 FX 407.629.9124 ROBERT ZIEGENFUSS, P.E. I FL. REG. #56752 CONSULTANT: REVISIONS: NO. DATE REMARKS 1 06-25-07 CITY COMMENTS 2 09-14-07 CITY COMMENTS 4 11-23-07 CITY COMMENTS 5 2-8-08 CITY COMMENTS SHORES @ WEST OAKS 8800 W. COLONIAL DRIVE OCOEE, FLORIDA 1 ■ COPYRIGHT © 2006 INTERPLAN LLC RESERVES COPYRIGHT & OTHER RIGHTS RESTRICTING THESE DOCUMENTS TO THE ORIGINAL SITE OR PURPOSE FOR WHICH THEY WERE PREPARED. REPRODUCTIONS, CHANGES OR ASSIGNMENTS ARE PROHIBITED. PROJECT NO: 2006.0735 DATE: 07-21-05 A C1 A CHECKED: C1.DWG 1"=30' STABLA C1.DWG 1"=30' CLAASE C ■ ■ i' ■ it ■ .STATE ROAD NO. 408, PREPARED BY PROFESSIONAL ENGINEERING NG CONSULTANTS, INC. ON SEPT, 2, 1988, SHEET 1 OF 28, TRAFFIC CONTROL & SIGNAGE FND. N&D NO # CD HANDICAP PARKING AND STRIPING (TYP.) 1 N. LINE, NW !/4, SECTION 2b-22S-28E PER SECTION BREAKDOWN C4 INFORMATION SHOWN ON WES�ITFRN EXTENSION OF STATE ROAD 408, SHEET I OF 28 CDHANDICAP SIGN (14) PLACES (TYP.) 2 j I I I NORTH R/W LINE C4 LAKE CONC - --- , � TB FLUME - -` --- - L O TU j __ - . -- - - - -• - - - - - =>.; - � � - - - "..__ _._�. ___ __ -_ ---� �- _ _ _------------ . - __ - - . _ - . _ O PAVEMENT MARKINGS (WHITE REFLECTIVE PAINT) 0 �``�-SIGN-_® TB -- __ _ C4 -7[ CONc FLUME - - O MARKS F RIAN PATH - USE 5 x 1 WHITE HASH - - 4 AP ACCESSIBLE PEDESTRIAN TB �_______ -___ _ _ _------_ __� -�' 24"%�. - -- - --- ---- --- -- - - TB - C OR VISUAL WARNING --- --- -- -� -------------------- RCP / -- _-- - �----------------__ __ __ __ _ _ _ __ _------------- ------------ --- ------ _ __-_-• = 99.22' �-E/P WHITE LINE tNV INV 1 2.79'--� _ - _ _� _- - -_ 5 4" WHITE (REFLECTIVE PAINT) = �s O GUARD — _ — _ _ _ — WHITE LINE , RAIL— — — _ — __ _ — .— — __ —_ _ _ — _ _ _ — — _ _ — ——/% — — —— — — !/ _ -••�- ..cam � _�---- _ �_— — — -- — N LINE, LOT 4 � � -' — — =_ — — — — — - �� /- ,STATE' ROAD NO. 56(%5O' R/T✓Y) - - — O 24 WHITE STOP BAR (THERMOPLASTIC) N--------------------------- — --- --- — — -�.�_------__-_ --- —_- --------- ---------- - - .� -- ----- '�_•,-__- WHITE LINE _.- - --- - - - - - - CD3@ "STOP" SIGN (1 ) I b� ELLO LINE (P F!_DRIDA STATE ROAD i�EPARTMENT - RIGHT OF WAY 7�IAP - JDB N0.-7505-705 �-I�TiR-L dE OF -GOOD MES ROAD 4 I --- 9 1 11 16 ATED 4-1 1-46, SHEET 3) 11 ' FUTURE CURB LINE OF STATE ROAD 50 I — - — — - — — __ WHITE U E11 '----------i --- ------ _-X -- — - - — 8O "DO NOT ENTER" SIGN (R5-1 C4 PER FDOT PLANS BY LLOYD GURR, P.E. T �-,- T—�•-�— -,- .- 7- 7— - 7— T_ 1 - ------ --WHITE LINE �-'- f f ff f f f f f f f f f f f -- l- f �--- f f f f r T 7ff f f 1 ff f f, F 1R '""� -_--- A - =- O 6» WHITE (THERMOPLASTIC) f f ff f f f� �. ��� FND, 5/8" IR ; Q- f - f , __ ,_ ____------ r--------- f 1 D a" 4fr� z — _ _ — NO # —-------------�------------�— t — . — ----- ---- m — -------- E/`CISTII�G SOUTH 7�--6�•�E� 9 O DOUBLE 6 YELLOW (THERMOPLASTIC) 0 AV T - 10 0.4 I STOP I / S P SI -- - - - 68 -F= —.— 05' � i t I > ... ,. •!. - BA PP` •,'^ -------__.._.___ '�- tiv; =.,..,,..�_.�t^.".-'—n-'L'.eru''a-. _..,....d cem"�"ca as :;""Gam. ''.."k"� FUTURE CURB LINE OF STATE ROAD 50 - I (} ��(��� �\ ; 1 `��( ,r 11 TRAFFIC ARROWS PER FOOT INDICES #301 ,�& 17346 (THERMOPLASTIC) PER FDOT PLANS BY LLOYD GURR, P.E. a . I�: ` :Ll\ .1 �.�, 1 _ I i 8' - ;I -" 12 12' WIDE THERMOPLASTIC CROSS WALK STRIPING r� 8, 6 5 I : I 10 " - �•� 3 I I ! I OFFSET) (2 PARALLEL LINES AT 5 _ 9' 3 co 9 101 CONC-*ALL TRAFFIC CONTRO L SIGNAGE SHALL CONFORM TO THE "MANUAL ON A"E AINING a !� �� i 4 I �' 4 �' If I UNIFORM TRAFFIC CONTROL DEVICES BY THE U.S. DEPARTMENT OF I CD--: 4 7&8 I I` �1��- _j TRANSPORTATION, FEDERAL HIGHWAY ADMINISTRATION. -- —------- _ — — — — — --•- i'' I I F I I I= * ALL PAVEMENT MARKINGS IN FDOT R-O-W ARE TO BE THERMOPLASTIC I a- �h'AME I i 2 I I I 5 U/ cuARo I I I I I { Lij I I 'o6sE o RESTAURANT cU LL_ i 1 I I { I 5 I I � se AWITH 18 I: BANK 1 I I I 1 DRIVE-THRU 18' �' I RCP I z� 4,052 S.F. o' , I'. I 12' 12' ( x u o I 20 20' 3,870 S.F. 18 x �� — o— 4 J I 18' 20' 20' /f ��� �� O a { 20' P5 i I 2 / : P5 { { I LLJ 2 i dRd o a 18 RCP o �n I x� O O--------------__-_ N �, ,' s a„� _ -i-.-- O I I �y F TUR i r i Q z Z I FUTURE o' �' ® C OESSa i I I %- CROSS pI ! ( f �, ACCESS N 9 �m g V U U V I V Il _{ , N LID- -& �1- { I I ' F 1 j C IMF 4� 5 6 i I i I f �Q 1, I I 18" ( I 1111111 i a „ ' C q RCP RCP I U1 'I co wCN , CN �o { I ( m Lw Ld o U Z _ I= Cf)LIJ tU � \�od co { { Lv o { Uj Ljj :Si - �LsLI-o I Z 1 3: { i SIGNAGE AND T co 0' — . — . — .. SETBACK LINE — STORMWATER RETENTION AREA 1 I I FND 6"X 6" CM x---x------z ---- --r-- °� I I N 89°53'46" W 642.93' CALC N 89°54'14" W 642.95' MEAS ( I I I RE, TE- TION ,PEA 40' 0' STRIPING PLAN 1 ° = 40' GRAPHIC SCALE ■ IN ■ 0 n 0 NORTH 8' CLF co �o iCE CE { w • J i I i LLJ U HI�I�I MU UA � PARCEL OL RJR T t FN 6 C I 7221 _---'-__ ___-•__'_'-_ ------ CnI i I o, ALL DISTURBED AREAS SHALL BE SGQ ED ERL�,NI ER,-TH ■ � 1 INTERPLAN ARCHITECTURE ENGINEERING INTERIOR DESIGN PROJECT MANAGEMENT AA 004320 CA 8660 933 LEE ROAD, FIRST FLOOR ORLANDO, FLORIDA 32810 PH 407,645,5008 FX 407.629,9124 SEAL: ROBERT ZIEGENFUSS, P.E. I FL. REG. #56752 ■ CONSULTANT: REVISIONS: NO. DATE REMARKS 2 09-14-07 CITY COMMENTS 5 02-08-08 CITY COMMENTS SHOPPES @ WEST OAKS 8800 W. COLONIAL DRIVE OCOEE, FLORIDA COPYRIGHT © 2006 INTERPLAN LLC RESERVES COPYRIGHT & OTHER RIGHTS RESTRICTING THESE DOCUMENTS TO THE ORIGINAL SITE OR PURPOSE FOR WHICH THEY WERE PREPARED. REPRODUCTIONS, CHANGES OR ASSIGNMENTS ARE PROHIBITED, PROJECT NO: 2006,0735 DATE: 07-21-05 CjmjA CHECKED: MODIFIED:02/12/08 15:35:19 J:\S\SHOPPESWESTOAKS\2006.0735\060735Cii.DWG 1-=30' STABLA PLOTTED: 02/15/08 14:22:48 J:\S\SHOPPESWESTOAKS\2006.0735\060735C11.DWG 1"=30' CLAASE IS ■ ■ ■ 1 EROSION & POLLUTION WESTERN EXTENSION TOP = 107.94 PROFESSIONAL ENGINEERING E INVERT 8" PVC = 97.56 CONTROLNOTES 88, SHEET 1 OF 28, NW INVERT 8" PVC = 97.73 z w \ J � ALL EROSION CONTROL MEASURES SHALL REMAIN IN PLACE AS NEEDED UNTIL DGE OF WATER COMPLETION OF CONSTRUCTION. LU 5104105 TELEPHONE o UNTL g ego $� 6ti VAULT g ` ( _J 1. CONTRACTOR SHALL PROVIDE AND INSTALL EROSION CONTROL DEVICES (SILT ao CONC -- TB �,a FLUME \� �'� yp��`° -� '� �p yy5 p6b �0 FENCE OR OTHER METHODS) AT LIMITS OF CONSTRUCTION AND AROUND EACH STORM INLET PRIOR TO CONSTRUCTION, AND SHALL MAINTAIN SAID EROSION ��' -� ry` �..,;° goo o ' �. s - �o CONTROL DEVICES DURING CONSTRUCTION, ALL IN CONFORMANCE WITH CURRENT "`�`� a.�h°�- o- LOCAL, COUNTY AND STATE CRITERIA. 5� k�tigooI I-SIGN9�� o o �p I104.17 1. ALL EROSION AND SEDIMENT CONTROL WORK SHALL CONFORM WITH LOCAL ��,0 �0 1 ��-��___--- 1�-�- �• o��o �S p`L� ASPHALT ---_'S�_ o`'-----o'�- APRON 29,, CITY/COUNTY AND WATER MANAGEMENT DISTRICT SPECIFICATIONS, SUBJECT TO RCF AUTHORIZED AND APPROVED VARIANCES, WAIVERS AND/OR CONDITIONS OF SITE 95 oo �1 +k��� r PERMITS, _�. `�. g-�� 33 �p �p�o�. INV = 99.22' INV� 2. EROSION AND SEDIMENT CONTROL MEASURES SHALL BE PLACED PRIOR TO OR 95 77N. LINE, LOT 4 ______97.89 AS THE FIRST STEP IN, CONSTRUCTION. SEDIMENT CONTROL PRACTICES WILL BE 99.94 io2 66 APPLIED AS A PERIMETER DEFENSE AGAINST ANY TRANSPORTATION OF SILT OFF -9 _ --- �. 100.27 --- 102_4 I 7 --102, 66-----------"-- THE SITE, � 9s.32 97.86 102,63 S 89°� I YELLOW LINE 98.05 � , 3. ALL AREAS AFFECTED BY THIS WORK SHALL BE RESTORED TO A CONDITION EQUAL TO OR BETTER THAN EXISTING CONDITION, UNLESS SPECIFICALLY 2 EXEMPTED BY THE PLANS. THE COST FOR SUCH RESTORATION SHALL BE 102.27 INCIDENTAL TO OTHER CONSTRUCTION AND NO ADDITIONAL COMPENSATION SHALL BE ALLOWED. �i 5.7 9 I cp 31p� c o 4. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER OF ANY i � ' DISCREPANCIES BETWEEN THESE PLANS AND FIELD CONDITIONS PRIOR TO CONSTRUCTION. 5. PRIOR TO CONSTRUCTION THE CONTRACTOR SHALL PROVIDE TREE PROTECTION ■ BARRIERS TO MEET THE REQUIREMENTS OF LOCAL SPECIFICATIONS. J 7. o 6. THE CONTRACTOR SHALL SELECTIVELY CLEAR ONLY THE AREAS REQUIRED FOR CONSTRUCTION AND STABILIZE ANY POTENTIAL EROSION AREAS IMMEDIATELY FOLLOWING COMPLETION OF CONSTRUCTION. / - s 7. CONTRACTOR SHALL KEEP ANY AND ALL SAND, SILT OR OTHER DEBRIS FROM 3p, °°,°„�® MOVING OFF -SITE. USE AND MAINTAIN SILT FENCE AS SHOWN ON SHEET C3.1. Q I� ' 8. CONTRACTOR SHALL BLOCK INTRUSION OF SAND, SILT OR OTHER DEBRIS ti INTO ANY DRAINAGE OR SANITARY SEWER STRUCTURE OR PIPING ON OR ADJACENT TO SITE, 9. ALL CLEARED AREAS FOR IMPROVEMENT AND/OR CONSTRUCTION SHALL BE R1 i WATERED TO PREVENT WIND EROSION, ( % 10. FOR ADDITIONAL INFORMATION AND DETAILS, SEE F.D.O.T. INDEX NO. 102. 11. UNLESS SPECIFIED, SILT FENCES MAY BE USED IN LIEU OF HAY BARRIERS. LLJ/ if BANK; 12. ADDITIONAL POSTS AND RAILS MAY BE NECESSARY TO SECURE AND SUPPORT ,052 BARRIERS. I / �Oto S�`\ 13. ADDITIONAL BARRIER LENGTHS MAY BE REQUIRED BY THE COUNTY ENGINEER tz OR BY REGULATORY AGENCIES. �' I o2 7 o' sz�' 1' q• ��' - 14. FILTER F 'S 1 �` % Iti ABRIC MUST BE INSTALLED UNDER ALL INLET GRATES, AT ALL TIMES � � �Q WHEN INLETS ARE NOT PROTECTED BY SILT FENCE OR SYNTHETIC HAY BALES, UNTIL THE LIMEROCK BASE IS FINISHED AND PRIMED. C)' 15. THE CONTRACTOR IS REQUIRED TO HAVE THIS PLAN ALONG WITH A COPY OF THE NPDES NOTICE OF INTENT POSTED IN A VISIBLE LOCATION ON THE O 7 / -4- 15 CONSTRUCTION SITE AT ALL TIMES.b 16. "CONTRACTOR IS REQUIRED BY NPDES TO KEEP A LOG ON SITE FOR THE F/J CROSS SOIL EROSION AND SEDIMENT CONTROL MEASURES INDICATED ON THE PLAN, THE I 'ACCESS ■ LOG SHALL CONTAIN DATES FOR: INSTALLATION OF CONTROL MEASURES, MAJOR ■ OcL I SITE CONSTRUCTION ACTIVITIES, INSPECTION ON AT LEAST A WEEKLY BASIS AND / INSPECTION AFTER ANY RAINFALL EVENT THAT IS 1 /2" OR GREATER." � _ ; ! ;�. / � / , 0 ML d x s ■ r1 CONSTRUCTION EXIT 1 C3. SILT FENCE (TYP.) 2 2 C3.1 EROSION CONTROL (FILTER FABRC SOCK AND SYNTHETIC HAY C3' BALES/WATTLES IF REQ'D) TO BE INSTALLED ON INLETS AND MAINTAINED UNTIL SITE IS STABALIZED. NOTE: CONTRACTOR SHALL BEGIN STORMWATER PIPING CONSTRUCTION AT THE POINT OF CONNECTION OF EXISTING STORMWATER SYSTEM, CONTRACTOR SHALL FIELD VERIFY LOCATION, INVERT ELEVATIONS, MATERIAL & PIPE SIZE BEFORE CONSTRUCTION BEGINS. HARD SURFACE PUBLIC ROAD O� 88oc� / p�0 6" MIN. -/ N.S.A. R-20.5"-3.5") COARSE AGGREGATE N NOTE: FC = 3000 " P.S.I. (28 DAYS) GEOTEXTILE UNDERLINER 3 n 1 CRUSHED STONE CONSTRUCTION EXITNTS 0 0 0 N o ■ . STORMWATER & PREVENTION TOP = 110,07 E INVERT 8" PVC = 98.00 S INVERT 8" PVC = 97,97 W INVERT 8" PVC = 97.82 '001 40:0 nm�llmnul� �� _ POLLUTION •i PLAN 1 �11111�1111111111� 401 GRAPHIC SCALE N. LINE, NW 114, SECTION 27-22S-28E PER SECTION BREAKDOWN INFORMATION SHOWN ON WESTERN EXTENSION OF STATE ROAD 408, SHEET 1 OF 28 5 0 00 v�'p.� �o o oti - 5 CW �pti6 5 7�w 1�7� 108.77 �p� / TB-------� - ------- -_-•--__------_- Al�. CONC FLUME ---------------���-----��6---- _.. FUTURE 2 CROSS ACCESS U I--• 00 N C6 Lr) Ln W O 0) °t O O O � 0 0- SIDEWALK O OPTIONAL POST POSITIONSODEGRA2p. PRINCIPLE POST POSITION DIMENTDLOGE ------ (CANTED 20' TOWARD FLOW) :DIMENT LOGS J 'ATTLES) Illj CURB & GUTTER W FILTER FABRIC 000MPLETED INLET r..�--SILT FLOW BIODEGRADABLE SEDIMENT LOGS (WATTLES) DITCH ® DITCH []DITCH BOTTOM INLET CONSTRUCTION SITE FENCING LOOSE SOIL PLACED BY SHOVEL AND LIGHTLY COMPACTED ALONG UPSTREAM FACE OF SYNTHETIC BALES. (HAY BALES ARE NOT ACCEPTABLE) SILT FENCE APEN INLET GRADE BIODEGRADABLE-� SEDIMENT LOGS FILTER FABRIC (WALES) F41 PARTIAL INLET POST OPTIONS: 2" X 4" I SECTION I 2 1 /2' MIN. DIA. WOOD; STEEL 1.33 LBS/FT. MIN.) 6' MAX. ( /FILTER FABRIC INLET STRUCTURE u � z � 00 e- EROSION CONTROL SOCK ELEVATION 1 SILT FENCE PROTECTION AROUND INLETS OR SIMILAR STRUCTURES 2 EROSION CONTROL DETAILS NTS Condition Code: G = Good M = Marginal, needs maintenance or replacement soon P = Poor, needs immediate maintenance or replacement C = Needs to be cleaned 0 = Other Control TVDe Codes 1. Silt Fence 10. Storm drain inlet rotection 7: orce wil retaining system a Ion Sediment Basin 22. Temporary seed sodnlZhousekeepinq 28. Tree wotection 2. Earth dikes 3. Structural diversion 4. Swale 5. Sediment Trap14. 11. Ve etative buffer strip 12. Vegetative reservation area 13. Retention Pond Construction entrance stabilization 15. Perimeter ditch 16. Curb and gutter 17. Paved road surface 18. Rock outlet protection 29. Detention and JO. Retention and Waste31. 6. Check dam 7. Subsurface drain 8. Pie sloe drain 9. Levels readers 23. Permanent seed sod 24. Mulch 25. Hay Bales 26. Geotextile 27. Rip -rap 33. Sand Bag 34. Other Inspector Information: Name Date The above signature also shall certify that this facility is in compliance with the Stormwater Pollution Prevention Plan and the State ofQ QFlorida ualification Generic Permit for Stormwater Discharge from Large and Small Construction Activities if there are not any incidents of non-compliance identifiPrl above. "I certify under penalty of law that this document and all attachments were prepared under my direction or supervision in accordance with a system designed to assure that qualified personnel properly gathered and evaluated the information submitted. Based on my inquiry of the person or persons who manage the system, or those persons directly responsible for gathering the information, the information submitted is, to the best of my knowledge and belief, true, accurate, and complete. I am aware that there are significant penalties for submitting false information, including the possibility of fine and imprisonment for knowing violations." ---------------------------- -------------- Name (Responsible Authority) Date NOTE: THIS EXAMPLE INSPECTION LOG IS GIVEN FOR REFERENCE PURPOSES, THIS OR A SIMILAR FORM IS REQUIRED PER NOTE 16. CONTRACTOR(S) AND SUBCONTRACTOR(S) THAT IMPLEMENT ANY PART OF THE EROSION/POLLUTION CONTROL MEASURES REQUIRED BY THE NPDES PERMIT SHALL SIGN BELOW: "I certify under penalty of law that I understand, and shall comply with, the terms and conditions of the State of Florida Generic Permit for Stormwater Discharge from Large and Small Construction Activities and this Stormwater Pollution Prevention Plnn nronnrarl fknre„ 4a ., INTERPLAN ARCHITECTURE ENGINEERING INTERIOR DESIGN PROJECT MANAGEMENT AA 004320 CA 8660 933 LEE ROAD, FIRST FLOOR ORLANDO, FLORIDA 32810 PH 407,645.5008 FX 407.629,9124 SEAL: ROBERT ZIEGENFUSS, P.E. FL, REG. #56752 e ■ CONSULTANT: REVISIONS: NO. DATE REMARKS 2 09-14-07 CITY COMMENTS SHOPPES @ WEST OAKS 8800 W. COLONIAL DRIVE OCOEE, FLORIDA (� COPYRIGHT © 2006 INTERPLAN LLC RESERVES o \\\\`� \ COPYRIGHT & OTHER RIGHTS goo goo tio�o � THESE _ - _ _ ,��q�. ENGINEER'S CERTIFICATION: TO THE ORIGINAL SITRESTRICTING EOR. PURPOSE FOR WHICH THEY WERE "I certify under penalty of law that this document and all attachments were prepared under my direction or supervision in accordance with a - system designed to assure that qualified personnel properly q P p p y gathered and evaluated the information PREPARED. REPRODUCTIONS, CHANGES OR ASSIGNMENTS ARE submitted. Based on my inquiry of the person or persons who manage the system, or those persons directly responsible for gathering the information, the information submitted is, to the best of my knowledge and belief, true, accurate, and complete. I am aware that there are significant for PROHIBITED, penalties submitting false information, oL ------ including the possibility of fine and imprisonment for knowing violations. FND, 6 SY S" CA, LB 1221' 1 DS_ 4 _ �o$ `, ------------------------ ------------------------------- -------- ROBERT ZIEGENFUSS, P.E. #56752Date K-9 __ ^`'`� Stormwater Pollution Prevention Plan Inspection Report Form - _, •� �°�`^� j09 �I\ yob' •�, o'`'� o• do Inspections must occur at least once a week and within 24 hours of the end of a storm event OWNER/AGENT CERTIFICATIONS: that is 0.50 inches or greater. I HAVE REVIEWED THIS PLAN AND AGREE TO COMPLY WITH THE REQUIREMENTS Project SHOWN HEREON. PROJECT NO: 2006,0735 Name: --------- ______________ -------------------------------- FDEP NPDES Stormwater Identification Number: FLR10______ ---- DATE: --------------------------------- ____ RAIN TYPE DATE OWNER/AUTHORIZED REPRESENTATIVE Date REFER TO SHEET SPECIFICATIONS, CO FOR GENERAL NOTES, LOCATION DATA OF CONTROL INSTALLED CURRENT CONDITION CORRECTIVE ACTION AND LEGENDS, IN ADDITION TO 301 SITE -SPECIFIC NOT ES AND REQUIREMENTS. ■ CHECKED: ■ _ _ ■ _ MOD1ffrD 09iAR/ast in-i¢•n iAc\cunnnrr.,��r,..•.,..,,,.,,_.,-__. __ ■ �j SEE SEPARATE DETAIL FOR SIGNAGE REQUIREMENTS (3) 6" WHITE CHEVRONS N. EQUALLY SPACED PER AISLE VIBOL 3H) iITE ■ ■ e INOTES: 1. ALL LETTERS ARE 1" SERIES "C" 1�» , 2'-6" 2'-9" 5. ONE(1) SIGN REQUIRED FOR EACH PARKING (TYPICAL) SPACE. 6. INSTALLED HEIGHT OF SIGN SHALL BE IN ACCORDANCE WITH SECTION 24-23 OF THE MANUAL ON UNIFORM TRAFFIC NOTE: FINISHED GRADES OF PAVEMENT IN HC PARKING AND CONTROL DEVICES (MUTCD). FIN. GRADE ACCESSIBILITY AISLE SHALL NOT EXCEED 1:50 SLOPE IN ANY DIRECTION. 7, SIGN MAY BE MOUNTED ON BUILDING/WALL, SEE PLAN FOR STYLE OF HANDICAP RAMP AT PROPER HEIGHT, IF ALIGNED WITHIN 12" HANDICAP STRIPING SHALL CONFORM TO FDOT INDEX 17346 (LATEST EDITION) OF CENTER OF PARKING SPACE. 1 HANDICAP STRIPING NTS 2 HANDICAP SIGN NTS 3 PAVEMENT MARKINGS MISC004.DWG MISC011.DWG I ■ 5' X 5' LEVEL LANDING AT TOP OF RAMP GRASS AREA II 1:12 SLOPE MAX 6' RAMP ' DETECTABLE WARNING 5' MIN. (REFER TO DETAIL) ' NOTE 1: REFERENCE FOOT INDEX 304, • 6" TRANSITION PAGE 1, GENERAL AND DESIGN NOTES. NOTE 2: CONSTRUCT RAMP TO LEAST _ POSSIBLE SLOPE (MAX = 1:12). CROSS SLOPE OF RAMP AND LANDING SHALL NOT EXCEED 1:50. 6 CORNER RAMP NTS 3000 PSI (MIN.) CONCRETE RAMP007.DWG SIDEWALK _ (SEE PLAN) 1/4" PER FT. SLOPE �1/2"R a PAVEMENT SUBGRADE 11 MONOLITHIC CURB AND SIDEWALK NTS (3,500 PSI (MIN)) PVT006.DWG L00 o i NOTE: INSTALL 2" TOOLED 4" THICK CONCRETE SIDEWALK SECTION - RADIUS ON ALL EXPOSED ql EDGES SIMILAR AS SHOWN ON 2' DETECTABLE WARNING CURB DETAIL SEE DETAIL :••:;': �A.i•`S� RAMP RETAINING (BEYOND) CURB NOTE 1: P02)IBLCROSOSPSLOPEXOF PAVEMENT REFERENCE FOOT INDEX 304, RAMP AND LANDING SHALL PAGE 1, GENERAL AND NOT EXCEED 1:50. DESIGN NOTES. 7 SIDEWALK HANDICAP RAMP NTS � 3000 PSI (MIN.) CONCRETE RAMP004.DWG', L i 12 12 m CMAY BE ELI D NTS II ' MISC005.DWG m - PAVEMENT DIMENSIONS REFER TO THIS POINT 6» 1" RADIUS FINISH GRADE 3 PAVEMENT ELEVATIONS REFER TO THIS POINT � -II�-I � I `D, _+ - • PARKING LOT SURFACE `- �=III=I I I �;•" ��-- AS SPECIFIED Fir d- _ III (2) #4 BARS CONT. NOTES: �'I I III I I III I II � I TOP &BOTTOM 1. ALL CURBING TO BE W/APPROVAM OFTOWNER 3000 P.S.I. @ 28 DAY 6" STABALIZED SUBGRADE P.C.C. TYP. UNDER CURBING MIN. LBR 2. CUT CONTRACTION JOINTS OF 40 1/3 DEPTH OF CURB EVERY 10' 3. PROVIDE ISOLATION JOINTS ONLY WHERE REQ'D 4. REBAR MAY BE ELIMINATED WITH APPROVAL OF OWNER PLAN SYMBOL 8 b" CURB NTS 3000 PSI (MIN.) CONCRETE PVT007.DWG 2'-6„ ■ NOTE 1: NOTE 2: R1-1, 9GA SHEET METAL BOLTED REFERENCE FOOT INDEX 304, CONSTRUCT RAMP TO LEAST TO POST -PAINT BACKGROUND PAGE 1, GENERAL AND POSSIBLE SLOPE (MAX = 1:12). RED, LETTERS AND BORDER WHITE. DESIGN NOTES. CROSS SLOPE OF RAMP AND z x¢ � l>-STEEL POST FINISHED GRADE �-�•�I II III III III III ' A��°_. ° � "" • ` •' '� ° �'�° �'� ' ' I-I�T�TT'(�TR� - A, t' � • fie'. � °-�� �,.•,.,�,°3,' °�'' °�+.t I I i I i I" �� I I `• • I I°) t:` , a; % -III;-, ,.III-11 I-1 I I-111- '• �• • Y-T-'IT( Ti•t- N �I I •,'�' Y41 al �, �~ � � o e°�,�•� III 1/2" BIT. EXP. v. JOINT (TYP.) .II III=11I_III_I IIIIiI CONCRETE BASE 4 -STOP SIGN NTS MISC015.DWG 6" 1'-6" m � i Lo PLAN SYMBOL �I NOTE: WHEN USED ON HIGH SIDE OF ROADWAYS, THE CROSS SLOPE OF THE GUTTER SHALL MATCH THE CROSS SLOPE OF THE ADJACENT PAVEMENT AND THE THICKNESS OF THE LIP SHALL BE 6", UNLESS OTHERWISE SHOWN ON PLANS. 9 TYPE "F" CURB &GUTTER NTS (REFER. FOOT INDEX 300) PVT'003.DWG KEY TO TYPICAL PAVEMENT SECTIONS NEW 4" CONC. WALK W/ ASPHALT 6X6 W1.4XW1.4 WWF MINIMUM 3/4" TYPE S-III ASPHALTIC CONCRETE - F.D.O.T. 4 1 2 PAVEMENT PORTLAND CEMENT CONC. PAVEMENT SECTION 331 MIN. MARSHALL STABILITY OF 1500# (IF APPLICABLE) TOOLED EDGES 2� MINIMUM 1-1/4" TYPE S-I ASPHALTIC CONCRETE - F.D.O.T. x' •" .x-�� •. OD 4 . x• • •a SECTION 331 MIN. MARSHALL STABILITY OF 1500# .. ° . 1. GENERAL 8" LIMEROCK BASE COURSE STABILIZED TO FLORIDA BEARING RIGID PAVEMENT CONSISTS OF CONSTRUCTING A SPECIFIED .- - � VALUE (FBV) OF 75 PSI AND COMPACTED TO 98% OF THE a a • a MODIFIED PROCTOR MAX. DRY DENSITY (AASHTO T-180). (BASE) S�BGRADD.CTHEENUTIL�NES AND OTHER OITEMSPINPANDDBENEATH a a • • a ' a FOOT SECTION 200. 3 THE STREET MUST BE PROPERLY COORDINATED WITH THE .•. •• ' '• ' '. 12" STABILIZED SUBBASE STABILIZED TO A MIN. LIMEROCK CONSTRUCTION OF RIGID PAVEMENT TO AVOID CONFLICTS. - gill THE WORK TO BE DONE SHALL INCLUDE THE FURNISHING OF � BEARING RATIO (LBR) OF 40 OR FLORIDA BEARING VALUE OF (SUB BASE) ALL SUPERVISION, LABOR, MATERIALS, EQUIPMENT AND 50 PSI AND COMPACTED TO 98%. F.D.O.T. SECTION 160, TYPE B. INCIDENTAL NECESSARY FOR THE PROPOSED RIGID PAVEMENT CONSTRUCTION IN ACCORDANCE WITH THE 5Q GRASS AREA 1. 8" - 4000 PSI CONCRETE W/ FIBERMESH REINFORCEMENT. APPROVED DRAWINGS AND SPECIFICATION. 6Q SIDEWALK 2. 6" WELL GRADED CLEAN SAND, HAVING 5% OR LESS / 2. CONCRETE STRENGTH REQUIRED: NOTE: PASSING THE N0. 200 SIEVE. ALTERNATELY, A GEOTECHNICAL EXPANSION JOINTS SHALL BE LOCATED AT ALL CONCRETE A 6" VERTICAL CURB FABRIC SUCH AS MIRAFI 140N, OR EQUAL, MAY BE USED BELOW ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE ALL CONTROL JOINTS IN LIEU OF THE SAND. STRENGTH OF 4,000 (PCI) PSI AT 28 DAYS. CONFORMANCE WALK INTERSECTIONS, AT ALL DOOR OPENINGS AND AT PARKING DRIVEWAY PARKING 12' O.C. MAXIMUM. 3. 12" STABILIZED SUBBASE COMPACTED TO A MINIMUM DENSITY OF TO STRENGTH REQUIREMENTS SHALL BE DETERMINED BY EXPANSION JOINT (1/4" PREMOLDED ASPHALT STRIP) SHALL � DRIVE 95% OF THE MODIFIED PROCTOR MAXIMUM DRY DENSITY ACI STANDARD 318, LATEST EDITION, SECTIONS 4.8.2.3 AND BE SET 1 /8" BELOW TOP OF WALK. A2 _y ...�--•- �\��� (ASTM D-1557). 4.8.3. SCORE MARK (1" DEPTH) SHALL BE SPACED O.C. AT A DISTANCE EQUAL �� 4. 1/4" PREMOLDED ASPHALT EXPANSION JOINT STRIP. SET 1/2" TO THE WIDTH OF THE SIDEWALK. BELOW PAVEMENT TOP @ 20'-0" O.C. MAXIMUM. 7 1 2 3 4 6 5 12 CONCRETE WALK Nrs 13 TYPICAL PAVEMENT SECTION NTS 14 CONCRETE PAVEMENT NTS (3,000 PSI (MIN)) PVT019.DWG Q PVT017.DWG PVT@15.DWG A2 REF-28 ■ � VICTORSTANLEYINC. �° � p,D, DRAWER 330 - DUNKIRK, MD 20154 USA m VlCT®R STANLEYo INC. EDGE OF < 2" 2 35" DOME PATTERN SHALL BE IN -LINE WITH DIRECTION OF TRAVEL NOTE: �I�giQu�lgrsf�ePrr►rdadrb,,ga,fioessd2- TOLL FREE: (800) 368-2573 (USA & CANADA) TEL (301) 855-8300 -FAX (410) 257-1579 -AAMVbctwm o1Qmdq S& FW"Mbr'rwis62' DETECTABLE WARNING 1. CURB RAMP RUNNING SLOPES SHALL NOT BE STEEPER THAN 1:12 AND ' WEB SITE: HTTP://WWW.VICTORSTANLEY.CDM (11) STEEL SLATS ARE _ CROSS SLOPE SHALL BE 0.02 OR FLATTER. x FORMED FROM 1/4' x I-1/2' (28) 1/4" z 1" I----- 26-1/4" SOLID STEEL BARS "I O 2. DETECTABLE WARNING SURFACES SHALL BE CONSTRUCTED BY TEXTURING VERTICAL SOLID TRUNCATED DOME OR APPLYING A TRUNCATED DOME MATERIAL IN CONFORMANCE WITH THE U.S. �. STEEL BARS 1-5/16" TUBULAR (SEE DETAIL) DEPARTMENT OF JUSTICE A.D.A. STANDARDS FOR ACCESSIBLE DESIGN, A.D.A. STEEL TOP RING � O O O ACCESSIBILITY GUIDELINES, SECTION 4.29.2. TRANSITION SLOPES ARE NOT TO '"? HAVE DETECTABLE WARNINGS. N O O O 16 w 3. WHERE A CURB RAMP IS CONSTRUCTED WITHIN AN EXISTING CURB,' CURB O 0 Q O AND GUTTER AND/OR SIDEWALK, THE EXISTING CURB OR CURB AND GUTTER � � SHALL BE REMOVED TO THE NEAREST JOINT BEYOND THE CURB TRANSITIONS 37 1/2" SEAT UNIT IS PLAN VIEW OR TO THE EXTENT THAT NO REMAINING SECTION OF CURB OR CURB AND (7) 1/4° x 2 i/2" FINISHED END GUTTER IS LESS THAN 5' LONG. THE EXISTING SIDEWALK SHALL BE REMOVED VERTICAL SOLID HEIGHT MADE FROM 1/2" z 2° TO THE NEAREST JOINT BEYOND THE TRANSITION SLOPE WALK AROUND OR TO STEEL BARS I SOLID STEEL BAR THE EXTENT THAT NO REMAINING SECTION OF SIDEWALK IS LESS THAN 5'. AVAILABLE OPTIONS: 0.9" 4. WHERE ADJACENT WALKING SURFACES ARE COLORED OR ARE CONSTRUCTED POWDER COATING CLEARANCE FOR 1/2' WITH MATERIALS OTHER THAN STANDARD CLASS I PORTLAND CEMENT CONCRETE 3/4" SQUARE 10 STANDARD COLORS, CUSTOM COLORS ANCHOR BOLTS 0' � IN ACCORDANCE WITH SECTION 522 OF THE SPECIFICATIONS, THE PLAN .MUST CENTER ANCHOR (4) ADJUSTABLE GLIDES (INCLUDING THE RAL RANGE) � INTEGRAL DOME PROVIDE FOR DETECTABLE WARNING SURFACE COLORS OR MATERIALS THAT ' BOLT HOLE WITH 3/8" DIAMETER INTERMEDIATE &CENTER ARMRESTS ARMRESTS LENGTHS PROVIDE THE NECESSARY CONTRAST, EITHER DARK -ON -LIGHT OR AVAILABLE WITH OPTIONAL STANDARD 4' LIGHT -ON -DARK. (SAFETY YELLOW OR BRICK RED) 3 THREADED STEEL SHAFT STANDARD STANDARD 6' LENGTH SHOWN ES - L�L STANDARD 8' 5. RECOMMENDED MANUFACTURER: ENGINEERED PLASTICS, INC. (ARMOR TILE) EC=60 36-GALLON LITTER RECEPTACLE TRUNCATED DOME OLYMPIC TOWERS, 300 PEARL STREET, SUITE 200, BUFFALO, NY 14202. SHOWN: OPTIONAL S-2A FORMED DOLE LID PHONE: (800) 682-2525 STEELSITES RB SERIES STANDARD ALL STEEL BENCH 1 b OUTDOOR FURNITURE SH(IVNi STANDARD 6-FmT LENGTH NTS 17 DETECTABLE WARNING NTS 3000 PSI (MIN.) CONCRETE RAMP001.DWG Lo LANDING SHALL NOT EXCEED 1:50. 5' EE PLAN, 5' X 5' LEVEL LANDING AT TOP SIDEWALK OMIT JOINTS ON OF RAMP 5' MIN. CURB RAMPS RAMP AND SIDEWALK CURB RAMP CURB 2' DETECTABLE WARNING 1:12 MAX (REFER TO DETAIL) SLOPE ap0 OObt OOOb 00o ao paoao o pa oaoo op 000 oppOb Opabb pOo pOpoa 00000 d4q pag000 2, OpaDpda - aQOpaOp a ooe o4oao �, 6„ PICTORIAL VIEW PLAN VIEW 5 HANDICAP END RAMP NTS 3000 PSI (MIN.) CONCRETE RAMP005.DWG i 1l� 11 7/8" DIA. HOLE 18"-3/4" STEEL ROD NOTE: CONCRETE SHALL BE 3,500 PSI 28 DAY STRENGTH 10 WHEEL STOP NTS PVT022. DWG 1 1 1 ■ INTCRPL/aN J ARCHITECTURE ENGINEERING INTERIOR DESIGN PROJECT MANAGEMENT AA 004320 CA 8660 933 LEE ROAD, FIRST FLOOR ORLANDO, FLORIDA 32810 PH 407.645.5008 FX 407.629.9124 UNDISTURBED EARTH • \� \/ SLOPE - 2:1 MIN OR SHORING COMPACTED BACKFILL - SEE COMPOSITE UTILITY "D"+24" MAX PLAN, UTILITY SPECIFICATIONS AND UTILITY SERVICE / PROFILE PLANS LATERAL 1-f 0° -NOTE NOTE 1 DEPTH FOR REMOVAL OF UNSUITABLE MATERIAL SHALL BE AS REQUIRED TO REACH SUITABLE FOUNDATION AND SHALL BE IN ACCORDANCE WITH ASTM D-2321 19 TRENCH DETAIL NTS DRG010.DWG - e MODIFIED: 02/06/08 11:04:42 J:\S\SHOPPESWESTOAKS\2006.0735\06073; SEAL:11 ROBERT ZIEGENFUSS, P.E. FL. REG. #56752 � 1 CONSULTANT; REVISIONS: NO, DATE REMARKS 1 06-25-07 CITY COMMENTS 2 09-14-07 CITY COMMENTS 4 11-22-07 CITY COMMENTS ■ SHOPPES @ WEST OAKS $800 W. COLONIAL DRIVE OCOEE, FLORIDA 1 1 COPYRIGHT ©2006 INTERPIAN LLC RESERVES COPYRIGHT &OTHER RIGHTS RESTRICTING THESE DOCUMENTS TO THE ORIGINAL SITE OR PURPOSE FOR WHICH THEY WERE PREPARED. REPRODUCTIONS, CHANGES OR ASSIGNMENTS ARE PROHIBITED. PROJECT NO: 2006,0735 DATE: 07-21-05 C4 CHECKED: 1 e C4.DWG STA6LA ■ STORM SEWER PIPE LENGTHS NOTED IN THE DRAWINGS REFLECT ONLY THE PIPE FRAME & SOLID LID. NEENAH NO R-1974-A ROUND CORNERS ITSELF. WHERE A MITERED END SECTION IS INSTALLED ON SAID PIPE, ITS ADDITIONAL (ROUND) OR APPROVED EQUAL. WITH CLEAR PIPE LENGTH SHALL BE INCLUDED IN THE COST OF THE MITERED END SECTION. OPENING EQUAL TO PIPE I.D. r SOD 1 T ( f 1.5' R I \� f FINISHED PAVEMENT TROWEL -FINISH - - WHERE REQUIRED FINISHED GRADE �, _� --- 2M -- �, - -SOD J SEWER �---------- - 6° 12" CONCRETE CONCRETE SLAB 3" OR 5-1/2" THICK COLLAR 6" THK. REINFORCED WITH WWF 6x6-WI.4xWI.4 PLAN 3" OR 5 SOD q C NO PIPE JUNCTION PERMITTED ElfUNLESS APPROVED BY 5-1/2 THE ENGINEER ONNECTO �I HOPE SADDLE rl 45' BEND DEEPEN AROUND 2' ( NOT LESS Z OMB IDOEREDG 1 Q2„ THAN 6 #4 BAR T SEWER / E CONCRETE LINED - L - - PAID FOR AS POND BOTTOM v- - F (PIPE TO BE INCLUDED UNDER UNIT DIMENSIONS AND QUANTITIES D A B C E F G M SINGLE DOUBLE TRIPLE I QUAD. PIPE PIPE PIPE 15" 1.92' 2.18' 4.10' 2.06' 5' 1.22' 4.63' 7.21' 9.79' 18" 1.97' 2.74' 4.71' 2.56' 6' 1,41' 4.92 7.75' 10.58' 24" 2.06' 3.85' 5.91' 3.56' 30" 2.15' 4.95' 7.10' 4.56' 8' 2.00' 6.08' 10.33' 14.58' 36" 2.25' 6.08' 8.33' 5.56' 9' 2.24' 6.67' 11.75' 16.83' 2:1 42" 2.34' 7.2 V 9.55' 6.56' 10' 2.45' 7.25' 13.25' 19.25' SLOPE 48" 2.43' 8.33' 10.76' 7.56' 11' 2.65' 7.83' 14.58' 21.33' 54" 2.52' 9.44' 11,96' 8.56' 12' 2.83' 8,42' 16.08' 23.75' 60" 2.62' 10.56' 1 13.18 9.56 14 3.00 1 9.00 17.50 26.00 66" 2.71' 11. 8' 14.39' 10.56' 1 15' 3.18' 9.58' 18.75' 27,92' 72" 2.8W 12.80' 15.60' 11.56' 16' 3.30' 10.16' 20.16' 30.16' 15" 2.27' 4.09' 6.36' 4.03' 8' 1.22' 4.63' 7.21' 9.79' 18" =5.12' 7.48' 5.03' 9' 1.41' 4.92' 7.75 10.58' 24" 2.53' 7.18' 9.7V 7.03' 11' 1.73' 5.50' 8.92' 12.33' 30" 2.70' 9.25' 11.95' 9.03' 13' 2.00' 6.08' 10.33' 14.58' 36" 2.87' 11.31' 14.18' 11.03' 15' 2.24' 6.67' 11.75' 16.83' 42" 3.05' 13.37' 16.42' 13.03' 17' 2.45' 7.25' 13.25' 1 19.25' 4:1 48" 3.22' 15.43' 18.65' 15.03' 19' 2.65' 7.83' 14.58' 21.33' SLOPE 54" 3.39' 17.49' 20.88' 17.03' 21' 2.83' 8.42' 16.08' 23.75' 60" 3.56' 19.55' 23.11' 19.03' 23' 3.00' 9.00' 17.50' 26.00' 66" 3.73' 21.62' 25.35' 21.03' 25' 3.18' 9.58' 18.75' 27.92' 72" 3.91' 22.68' 26.59' 23.03' 27' 1 3.30' 10. 16' 20.16' 30.16' POLISHED CHROME PIPE SLEEVE WITH SIGN AS REQUIRED BY CODE. GRADE THRUST BLOCK \•4 2-1/2" x 2-1/2" x 4" F.D.C. (U,L./F.M,) WITH POLISHED CHROME PLATED BODY AND POLISHED CHROME TRIM 0 CHECK VALVE U.L./F.M. APPROVED WYE� 45' BEND RICE FOR MITERED END SECTION * SLOPE- 4:1 MITER - TO C PIPELFOR PIPES SECTION 18 AND SMALLER 2:1 FOR PIPES 24" AND LARGER 1 PIE F DROP CLEANOUT NTS 2 HDPE MITERED END SECTION NTS 2:1 MITE 18" ANNDCSMALLEROR PIPES 3 FIRE DEPARTMENT CONNECTION NTS UTL022.DWG 1:1 FOR PIPES 24 AND LARGER DRGO19.DWG UTL024.DWG - Unreinforced Step V Concrete Leveling Pad e /n" ., c a IA" Section Elevation NOTE: 1. THE LEVELING PAD IS TO BE CONSTRUCTED OF CRUSHED STONE OR 2000 PSI ± UNREINFORCED CONCRETE. 2. 'STEP UP' REQUIRED WHEN EMBEDMENT OF WALL INTO SOIL EXCEEDS MINIMUM BY MORE THAN 10" b WALL LEVELING PAD/STEP UP DETAIL NTS I IN 24'-0" NOTES: VERIFY W/ CIVIL SLOPE SLAB TO FRONT BOND BEAM WITH 1- # 5 CONTINUOUS ° ° Q 0 a 0 J ° d a °. a a 12 ° m SEE SITE PLAN FOR H%ACT 3tE8 , SPLIT FACE BLOCK PAINTED I 3 ° d & IACdTiON OF DUMPSM PAD•. �� d TO MATCH BUILDING FINISH. "' w � ° ° f �- VERIFY SCREEN WALL HT. W e. d O LOCAL JURTSDIcnoy. ° ° 4' a ° d°. .4 1-#5 VERTICAL IN CONCRETE FILLED CELL °_ ° .4 WHERE INDICATED ON PLAN. 1/2" THICK I. �� ° EXPA ON . 1 /2 ° ° EXPANSION JOINT //. ° ° \\ 6" THICK 3,500 PSI CONCRETE // ° ° ° // ' ° \\. % WITH FIBERMESH & 6 X 6 10/10 .°' ' WWM OVER COMPACTED FILL. da.. a Q ° °Q °' ° d ° ° °. a. 8" X 16" CONCRETE FOOTING ° ° ° ° d ° o WITH 2- #5S CONTINUOUS. d ° Q ° . ° d 22'-4 ° ° e. .Q 9 DUMPSTER ENCLOSURE NTS a 6" REINFORCED; ° CONCRETE APRON ° ■ DUCTILE IRON GRATE.(DGC) g 28'± TOTAL LENGTH ASPHALT 4" MIN. -12 RETAINER " INLET #4 CURB TO CURB 132 PAVEMENT (TYP) [GRATE S TF= 104.507 6.67' 6.67' 6.67' 6.67' ELEV. = 104,5 v- INV = 102.48 1215 P 1214 P 1213 P 1212 P INV= 102.71 REINFORCE TRENCH PER PAVEMENT LOAD H2O 18 HDPE ' XI � 1216 P (CUT TO FIT) • _ a INV = 99.38 REBAR SUPPORTS 6" MIN. AS REQUIRED a TRENCH A m 1. USE ZURN Z874-12 TYPE TRENCH DRAIN OR EQUAL WITH BUILT-IN 1.0% SLOPE. ANCHOR�i�i�!/,�/' N CONTACT: ALAN GEHRING @ (813) 763-1106 SLAB COMPACTED EARTH 2. INSTALL PER MANUFACTURERS SPECIFICATIONS. Z874- 2 3 3. GRATE TO BE LOCKED IN PLACE USING RETAINER TYPICAL INSTALLATION 0 0 PLACED IN CONCRETE PAVEMENT m 3 CROSS SECTION 14 12" ZURN TRENCH DRAIN DETAIL NTs ■ 3 1/ CLR 4 O.C, (TYT f /2' PROFILE OF-' ' KEi5TONE WALL 42" BLACK COMMERCIAL GRADE ALUMINUM FENCE SEC W/ 3/4" SQ. PICKETS, DOUBLE TOP RAIL AND SINGLE BOTTOM RAIL (THE ASCOT) BY ALUMI-GUARD, INC. PH. 877-258-6448 CORE FILL (FREE DRAININC AGGREGATE) 7 ALUMINUM FENCE DETAIL NTS 1 ■ CMU ENCLOSURE TS4x4x14"THK. SQ. STEEL POST WITH CAP a�� STEEL ENCLOSURE GATE HEAVY DUTY HINGES WELD TO TUBE & G1 STEEL TUBE SET W DEPTH LNTO CONC. FTG. - BLACK PAM FIN STEEL ENCLOSURE GATES 4 z 4 z 1/4" STL ANGLE PE MWM FRAM- WBLDED-PNT. MN. 22 GA.,S° DEEP, WL DECK PANELS -WELD TO STL ANGLE FRM-PNT. MN. II 00 LATCH II %ANCH011 SIEEVl�SI W IN CONC27 U (TYPICAL) I ILi )NE BLOCK ING WALL Sy. CYU •ALL BEYOND HEAVY DUTY HINGES I PR/GATE �Ii LJ `� CANB BOLT I I � A EA. GATE W/ UP POSr�to�r L0 HOLDER CLD?I u ® I TOOL EDGES TO 3/4" RADIUS 5 1/2" 3'-0" 5 1/2" ALL 4SIDES 4'-0" 2'-11" EYE BOLTS 3 1/2" 2'-0" 8„ SEE INDEX 201� 8 „ 3 1 /2 g g' 00 SECTION AA SECTION BB � 5'-4" L B �_ * CONSTRUCTION JOINTS PERMITTED BETWEEN THESE LIMITS 8„ 4'-0" 8" - SEE INDEX 201 FOR MIN. DIMENSIONS In L J h' FOR REBAR LAYOUT , 00 GRATE DESIGN AND �, GENERAL NOTES C B� REFERENCE FDOT INDEX 233 `� PLAN 4 TYPE "F" INLET NTS (REF: FDOT INDEX 233) INL001.DWG BRICK OR PRECAST CONCRETE RINGS PAVING OR FIN. GRADE YARD C.O. SEE DETAIL 4" NEENAH R-1660 SOLID MANHOLE FRAME & COVERS INLET GROUT BET. INLET & OUTLET PIPES & ----- PRECAST OPENINGS MANHOLE STEPS (TYP.) CAPACITY: SEE PLAN WATER LEVEL CONCRETE SHALL BE REINFORCED WITH 6x6 10/10 WIRE MESH 8 GREASE TRAP NTS ■ ■ CROWN CONCRETE 1 3'-6" ALUMINUM -� PICKET FENCE (REQ'D WHEN WALL > 1.5' HIGH) CD C5 0 vwi 1 8F w d a, o I CRUSHED STONE LEVELING PAD WRAPPED W/ FILTER FABRIC- 8" ± TOPSOIL .a. , :°,''' zCOMPACTED BACKFILL : :a < OR RETAINED SOIL? ! CEO -GRID AS REQ'D N m a a� MIRAFI 05XT C) 0 rz CORE FILL (FREE DRAINING AGGREGATE- #57 STONE TYP. - 95% COMPACTION - COMPACT IN 8" LIFTS) EXPOSED HEIGHT # OF GEOGRID LAYERS & DISTANCE FROM BOTTOM < 5 FEET NONE REQ'D (CONFIRM WITH INSTALLER) > 5 BUT < 7 FEET (3 @ 6 FEET LONG) @ 0.67, 3.33 > 7 BUT < 8-FEET (3 @ 6 FEET LONG) @ 0.67, 3.33 & 6 FEET 5 SEGMENTAL WALL REINFORCING NTS STANDARD UNIT - 1" MINIMUM SETBACK USING INTERLOCKING PINS - 7w NOTES: -MIN. CONCRETE STRENGTH SHALL BE 3000 p.s.i. IN 28 DAYS -MIN. THICKNESSES: WALLS & BOTTOM = 2" W/CONC COVER OVER REINFORCING 1 1/2" MIN, TOPS = 3" W/NO.3 BARS 6" OC ACROSS CARRYING SPAN & 12"CC FOR TEMP REINFORCEMENT -BOTTOMS SHALL BE MONOLITHICALLY POURED. -PRECAST TANK SHAPE SHALL BE RECTANGULAR W/INSIDE LENGTH 2 TO 3 TIMES THE INSIDE WIDTH �- Q DIA. 4 Q 10 GATE POST DETAIL NTS 11 ATE ELEVATION - DUMPSTER NTS 12 BOLLARD CONTRACTOR SHALL CHOOSE PAVING OPTION 1, 2, OR 3. TURN LANE AND SHOULDER SHALL BE CONSTRUCTED USING SAME SECTION 12' TURN LANE 4' SHOULDER 1 2 3 4 5 15 TYPICAL FDOT TURN LANE SECTION NTS ■ ■ KEY TO TYPICAL PAVEMENT SECTIONS A OPTION (1) - 1.5 INCHES OF F.C-6 WITH GROUND TIRE RUBBER OR 4" F.0 5 WITH GROUND TIRE RUBBER (MATCH EXISTING) OPTION (2) - 1.5 INCHES OF F.C-6 WITH GROUND TIRE RUBBER OR 4" F.0 5 WITH GROUND TIRE RUBBER OPTION (3) - 1.5 INCHES OF F.C-6 WITH GROUND TIRE RUBBER OR 4" F.0 5 WITH GROUND TIRE RUBBER (MATCH EXISTING) QOPTION (1) = 3.5 INCHES OF TRAFFIC LEVEL C SUPER PAVE ASPHALT OPTION (2) - 5.5 INCHES OF TRAFFIC LEVEL C SUPER PAVE ASPHALT PLACED IN THREE LIFTS OPTION (3) - 4.5 INCHES OF TRAFFIC LEVEL C SUPER PAVE ASPHALT PLACED IN TWO LIFTS AOPTION (1) - 10 INCHES OF LIME ROCK PLACED IN TWO LIFTS AND COMPACTED TO 98% OF MAXIMUM DENSITY OPTION (2) - 10 INCHES OF LIME ROCK PLACED IN TWO LIFTS AND COMPACTED TO 98% OF MAXIMUM DENSITY OPTION (3) - 12 INCHES OF LIME ROCK PLACED IN TWO LIFTS AND COMPACTED TO 98% OF MAXIMUM DENSITY OPTION (1) - 12 INCHES OF STABILIZED SUB BASE WITH 4H MINIMUM L.B.R. 40 AND COMPACTED TO 98% OF MAXIMUM DENSITY OPTION (2) - NOT USED OPTION (3) - NOT USED 5 GRASS AREA (SOD) S E CTI ION A�A)A2 ■ 6" DIA. STD. PIPE FILL W/ CONC. TO APPROX. WT. OF 150 LBS. PAINT SAFETY YELLOW FIN. GRADE OR TOP OF PAVEMENT. CONCRETE FOOTING N YARD C.O. - SEE DETAIL 2" VENT - CONNECT TO BUILDING VENT SYSTEM 4" OUTLET x RUBBER SEAL STRIP @ JOINT BET. PRECAST `V I -III -III- SECTIONS -i 11=1 11=1 I(=1 11=1 I I -I I -_ SOLID EARTH BEARING ' I I-,11111 1111111� I I 1=1 I I tI I i= (MIN. COMPACTION 95% III-III-11k-''' OR BACKFILL W/#75 LIMESTONE) NOTE: SHALL BE MODEL BS-2B BY BIKE SECURITY RACKS CO. INC., (800) 545-2757, OR APPROVED EQUAL W/SPACE FOR 2 BIKES MINIMUM. LOCK-R Y01' AT EXT ANCHOR- C, BELOW -I SLEEVE AT EXTRA 1'-5" -- FRONT ELEVATION NT 13 BIKE RACK �\ MISC006.DWG ■ ALUMINUM FENCE log_ 09 - x 108------- - 107 -- --- --- --- -- -�-- SEGMENTAL RETAINING WALL �- 105 - - - - - - - - - - - - - - 104 - - - - - 103., - - - - - -- 102 - 101 - - - - - - - - - - - - - - - 5 - ---�-- 100 99 - 98 - - - _ - _ - 97 - - - - - - - - - - - - - - - - ----�--- 96 - - 94 - - - - - - 93 - - - - - - - - - - - - - - - - - - SHWT = 92.0 SIDE ELEVATION NTS I INTERPLAN ARCHITECTURE ENGINEERING INTERIOR DESIGN PROJECT MANAGEMENT AA 004320 CA 8660 933 LEE ROAD, FIRST FLOOR ORLANDO, FLORIDA 32810 PH 407.645.5008 FX 407.629.9124 SEAL: ROBERT ZIEGENFUSS, P.E. I FL, REG. #56752 1 ■ CONSULTANT: REVISIONS: NO. DATE REMARKS 2 09-14-07 CITY COMMENTS 3 10-18-07 SJRWMD 4 11-23-07 CITY COMMENTS SHORES @ WEST OAKS 8800 W. COLONIAL DRIVE OCOEE, FLORIDA I t>_ COPYRIGHT © 2006 INTERPLAN LLC RESERVES COPYRIGHT & OTHER RIGHTS RESTRICTING THESE DOCUMENTS TO THE ORIGINAL SITE OR PURPOSE FOR WHICH THEY WERE PREPARED. REPRODUCTIONS, CHANGES OR ASSIGNMENTS ARE PROHIBITED, PROJECT NO: 2006,0735 DATE: 07-21-05 m NTS ICHECKED: ■ ■1111111111111 ■ MODIFIED:02/12/08 15:03:3 J:\S\SHOPPESWESTOAKS\2006.0735\060735C5.DWG 1'=1,-0" STABLA ■ I CONCRETE BLOCK 1)0 MIN. OR BRICK AND (SEE NOTE 4) COVER MORTAR WALL -- FILLING AT 1" STAINLESS BOTH ENDS `-;. --VENT HOLE STEEL QANDING RESTRAINED STRAP TWO JOINT DUCTILE PER SE OF IRON PIPE SKIDS MINIMUM) 6" MIN. -'I h - TREATED WOAD MA�IMUM SPICING STEEL CASING PIPE (SEE NOTE DUCTILE IRON PIPE 4" x 4" x 4'-6" 1" STAINLESS LONG TREATED WOO STEEL BANDING SKIDS (SEE NOTE 3� STRAP 9S• A5 1. WHEN CONSTRUCTION IS WITHIN FOOT JURISDICTION, ADDITIONAL REQUIREMENTS OF THE UTILITY ACCOMMODATION GUIDE SHALL BE MET, 2. CASING SPACERS, AS SPECIFIED IN SECTION 33.4.4. OF THE MANUAL, MAY BE REQUIRED BY THE CITY OR MAY BE SUBSTITUTED IN LIEU OF WOOD SKIDS AND BANDING STRAP, 3. LARGER SKIDS SHALL BE REQUIRED FOR PIPE GREATER THAN 24" DIAMETER. 4. WHERE PRACTICAL, CASING SHALL EXTEND 10' BEYOND EDGE OF PAVEMENT AND SHALL NOT BE LESS THAN 6' BEYOND EDGE OF PAVEMENT IN ANY CASE. THE CITY MAY REQUIRE LONGER CASINGS FOR DEEPER BORES. CITY OF OCOEE UTILITIES DEPARTMENT BORING AND JACKING DETAIL DATE DWG. BJACK FIG. 106 TROWEL -FINISHED CONCRETE BENCHING CONCRETE BASE SEE MANHOLE CONNECTION DETAILS oQ 4 5 MANHOLE FRAME & COVER (SEE STANDARD DETAIL) SET COVERS FLUSH IN FRAMES BEDDED IN MORTAR PAVED AREAS & AT ELEVATIION$ SHOWN IN UNPAVED AREAS. 2 COURSES OF BRICK MIN. 1'-6" MIN. I N 4 COURSES MAX. 3 -0 MAX. I w 5 z'-0. --- ,xs,DE wuE OUt51DE wul PRE -PRUNED EPDXY COAL TAR COATINGS vQ o JOINT suPACES PER SPECIFICATIONS 4'-0' 5" MIN. s PRE_PIREEpp PRE -MOLDED JJR SURFACES BENCHING PER SPECIFICATIONS p "E2 W Pp ll I REINFORCEMENT AND JOINT SOVEEZE-OU1 DETAIL TO BE DESIGNED BY MIN' CoNPTLEWTREH THE ENGINEER AND }.... BMIN. 3��uEEEE-out APPROVED BY THE 9" 9.CITY ' BEDDING ROCK. 2" MIN, CAST -IN -PLACE PRECAS7 MONOLITHIC CONCRETE SASE B E NOTES: 1. MANHOLE SHOWN IS FOR SEWER SIZE 8" THRU 24", SEE SECTION 20.4.3 OF THE MANUAL FOR MANHOLE DIAMETER FOR SEWERS LARGER THAN 24". 2, DROP CONNECTIONS ARE REQUIRED WHENEVER INVERT OF INFLUENT SEWER IS 24" OR MORE ABOVE THE INVERT OF THE MANHOLE, SEE MANHOLE CONNECTION DETAILS. 3, APPROVED CONCENTRIC CONE DESIGN MAY BE USED AS AN ALTERNATIVE. CITY OF OCOEE UTILITIES DEPARTMENT PRECAST CONCRETE MANHOLE PLAN AND SECTION DATE, AUG. 7990 DWG NHPS Flo Y00 CITY DETAILS DETECTOR CHECK VALVE FL_ OW ,►- (FL/FL) (2VALVES REQ'D) 1 2" PREFORMED JOINT PLAN HYDRANT OPERATING NUT HOSE NOZZLE4ARE AS REQ'D. 24" SQUOR THICK REINFORFACING PUMPER NOZZLE SHEAR P STREET NOTE 1- VALVE COLLAR 2 - Jj4 (SEE DETAIL) O.C. ALLAROUND COMPACTBACKFILLVA SEE NOT M J HYDRANT `ANCHORING TEE MATERIAL TO BE PLACED NOTE: INSERT BACKFLOW BETWEEN D.I.P. AND PREVENTION DEVICE WHEN CONCRETE SLAB. REQUIRED BY THE CITY 6' CONCRETE SLAB W/ 90• BEND N0.6x6-W10xWIG (2500 P.S.I. CONCRETE) FLANGED JOINT i•=�1N 12" (TYP.) O JM PIPE S�iPPORTS ` RESTRAINED( JOINTS v (2 REQ D) (2 REQUIRED) M THRUST COLLAR IN ACCORDANCE WITH STANDARD DRAWING PROFILE AND PLANS APPROVED BY THE CITY (2 REQUIRED) NOTES: 1. ALL ABOVE GROUND PIPE JOINTS SHALL BE FLANGED, VALVE SIZE "A" 4" 16-1/2" CITY OF OCOEE UTILITIES DEPARTMENT 6" 22-1/2" - 8" 26-1/2„ DETECTOR CHECK VALVE ASSEMBLY DATE AUG. 199D DWG. DCCV IFIG. 500 METALLIC LOCATING WIRE EARLY WARNING TAPE FINISHED GRADE 1" MAX. f PVC WATER MAIN OR FORCE MAIN 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 DETAIL DATE- - DWG. INSTALL f1G� 106 I 7§r - o •o vo°o po °o•o°o• o'o 0 0'0 "GRADELOK" 6" BEDDING 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" i••;:••.•... BELOW FINISHED GRADE •• •----•--- •.•••• ••• AND SOD THE RECESSED •�••••••:•°� SECTION. r•�•s;�;;;;; 2.CLEARANCE BETWEEN • BOTTOM OF BOLTS AND •'•• •': TOP OF SHEAR PAD SHALL BE 6" MINIMUM. "GRADELOK"-J OR EQUAL SECTION A -A 1 III w-la IMIM11 i No 1 9 MINREQUIRED) L% TYR FINAL DE 1 • •1 ��j '1 I •/ 1 ;�� 1 SERVICE 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 AUG. 1990 1 DVG' BPSS FIG 501 ■ e ■ RIGHT OF WAY BYPASS METER ?ATE VALVE 2 REQUIRED) FIRE LINE MASTER METER I�STALLED BY CONTRACTOR 1 2" PREFORMED JOINT (SEE NOTE 1) MATERIAL BETWEEN PIPE AND CONCRETE SLAB 6' CONCRETE SLAB WITH NO. 6x6,W10xW10� - ■ 1 12" SPOOL PIECE -- DOUBLE CHECK VALVE BACKFLOW PREVEWER INSTALLED BY THE CONTRACTOR O.S. & Y. VALVES �- (4 REQUIRED) 9V FLANGED BEND N FINISHED GRADE •I• RESTRAINED JOINT (2 REQUIRED) ADJUSD SUPPOF THRUST COLLAR IN ACCORDANCE BY THE WITH STANDARD DRAWING AND PLANS APPROVED BY THE CITY (2 REQUIRED) NOTES: 1. THE CONTRACTOR SHALL CONTACT THE INSPECTOR FOR EXACT ASSEMBLY LENGTH AND HEIGHT ABOVE THE SLAB REQUIRED FOR THE FIRE LINE MASTER METER TO BE INSTALLED BY THE CONTRACTOR. ALL OTHER PIPE, FITTINGS AND APPURTENANCES SHALL BE INSTALLED BY THE CONTRACTOR. 2. ALL ABOVE GROUND PIPE SHALL BE FLANGED DUCTILE IRON. 3. FIRE LINE MASTER METER TO BE APPROVED BY THE CITY PRIOR TO PURCHASE OR INSTALLATION. MINIMUM LENGTH (FT) TO BE RESTRAINED ON EACH SIDE OF FITTING(S). 4 PIPE SIZE 6" 8" 10" 12" 16" 20" 24" 30" 36" 90' BEND 16 21 25 29 37 44 51 59 68 45° BEND 7 9 11 12 16 19 22 25 29 22-1/2" BEND 4 1 5 5 1 6 8 9 11 12 14 11-1/4P BEND 1 2 1 3 3 3 4 5 5 6 7 PLUG OR BRANC OF TEE NOTES: 1. FITTINGS SHALL BE RESTRAINED JOINTS UNLESS OTHERWISE INDICATED. 2. INSTALL FULL LENGTH JOINTS WITH TOTAL LENGTH EQUAL TO OR GREATER THAN SHOWN IN THE TABLE. 3. WHERE TWO OR MORE FITTINGS ARE TOGETHER, USE FITTING WHICH YIELDS GREATEST LENGTH OF RESTRAINED PIPE. 4. IN LINE VALVES AND THROUGH RUN OF TEES OUTSIDE LIMITS OF RESTRAINED JOINTS FROM OTHER FITTINGS NEED NOT BE RESTRAINED UNLESS OTHERWISE INDICATED. 5• LENGTHS SHOWN IN THE TABLE HAVE BEEN CALCULATED IN ACCORDANCE WITH THE PROCEDURE OUTLINED IN "THRUST RESTRAINT DESIGN FOR DUCTILE IRON PIPE' AS PUBLISHED BY DIPRA, WITH THE FOLLOWING ASSUMPTIONS: WORKING PRESSURE: ----------- P.S.I.* SOIL DESIGNATION: ----------------- t LAYING CONDITIONS: ------ 6. FOR PIPE ENCASED IN POLYETHYLENE, USE VALUES GIVEN IN PARENTHESES OR INCREASE THE GIVEN VALUE BY A FACTOR OF 1.5. x TO BE COMPLETED BY THE ENGINEER. CITY OF OCOEE UTILITIES DEPARTMENT RESTRAINED PIPE TABLE. DATE-AUG. 1990 1 D " PIPETAB ING, 104 ,V JLI,YIVL-�- 90" W BEND (2 REQUIRED) SET TOP OF VALVE BOX TO FINISHED GRADE CONCRETE COLLAR I UNPAVED AREAS FINISHED GRADE rsEE DETAILS) ADJUSTABLE CAST IRON SEE NOTE 2 I VALVE BOX BOX SHALL REST ON RESILIENT SEAT BEDDING ROCK NOT M. J. GATE VALVE ON VALVE OR PIPE AND SHALL BE WATER CENTERED ON MAIN OPERATING NUT .. o;e•o 6" BEDDING ROCK•• CITY OF OCOEE UTILITIES DEPARTMENT FIRE LINE MASTER METER ASSEMBLY DATE, AUG. 1990 DWG' FIRELINE FIG' 502 VARIES VARIES y LOT LINE WYE WITH CN 6' BRANCH SEWER MAIN w W 6" 45° SIZE VARIES CLEAN -OUT Inz BEND S WYE WITH EP NOTE 1 61.BRANCH CLEAN -OUT REMOVABLE 6" 45* WYE WITH 6" BRANCH SEE NOTE 1 PLUG BEND w LOT LINE WYE PLAN FINISHED GRADE SLOPE TO 3 DEPTH AT CA: 1.0% MIN. (TYP.) ROTATE TERMINAL DEPTH 30° (TYP) --SPRING LINE AS REQUIRED FOR (SEE NOTE 3) SEWER MAIN HOUSE" SERVICE (3' MIN.)(TYP.) SINGLE DOUBLE LATERAL LATERAL PROFILE NOTES: 1. CLEAN -OUT (SHOWN SHADED) SHALL BE INSTALLED BY THE BUILDER IN ACCORDANCE WITH STANDARD PLUMBING CODE. 2. LOCATE SINGLE LATERAL AS CLOSE TO LOT LINE AS POSSIBLE, 25' MAXIMUM. 3. INVERT OF SERVICE LATERAL SHALL NOT ENTER SEWER MAIN BELOW SPRING LINE. CITY OF OCOEE UTILITIES DEPARTMENT SERVICE LATERAL DETAIL DATE. AUG. 1990 DVGWVlIAT FIG. 204 IIVTERPLAN, I ARCHITECTURE ENGINEERING INTERIOR DESIGN PROJECT MANAGEMENT AA 004320 CA 8660 933 LEE ROAD, FIRST FLOOR ORLANDO, FLORIDA 32810 PH 407,645.5008 FX 407.629.9124 SEAL: NOTES: 1. PVC EXTENSIONS SHALL NOT BE USED ON VALVE BOX INSTALLATION. 2. THE ACTUATING NUT FOR DEEPER VALVES SHALL BE EXTENDED TO COME UP TO 2 FOOT DEPTH BELOW FINISHED GRADE. CITY OF OCOEE UTILITIES DEPARTMENT GATE VALVE AND BOX DETAIL ROBERT ZIEGENFUSS, P.E. FL. REG. #56752 DATE AUG. 19901 DWG, GVBOX FIG' 400 ■ ■ CONSULTANT: IREVISIONS: NO, DATE REMARKS 1 ■ ■ i SHOPPES @ WEST OAKS 8800 W. COLONIAL DRIVE OCOEE, FLORIDA COPYRIGHT @ 2006 INTERPLAN LLC RESERVES COPYRIGHT & OTHER RIGHTS RESTRICTING THESE DOCUMENTS TO THE ORIGINAL SITE OR PURPOSE FOR WHICH THEY WERE PREPARED. REPRODUCTIONS, CHANGES OR ASSIGNMENTS ARE PROHIBITED, PROJECT NO: 2006,0735 DATE: 2-6-08 5 C6 CHECKED: MODIFIED: PLOTTED: s . PLANT LIST - _.. INTERPLAN STATE ROAD P•10. 4G3, PREPARE _' B4` PROFESSIONAL ENGINEERING (� E !NV'ERT 8" PVC = 97.56 _ E INVERT 8" PVC = 9H.00 CONS JLTAPJ7:S. INC:•. ON SEi'T, 2; 1988, SHEET T OF 28. I N4�V INVERT 8" PVC = 97.73 S INVERT 8" PVC = 97,97 CANOPY TREES SYMBOL BOTANICAL NAME MINIMUM QUANTITY FND. r`c$D - W INVERT 8" PVC = 97.?'i2 ' N. LINE, NW 1/4, SEC TION 27-22S-28E PER SECTION BREAKDOWN (COMMON NAME) SIZE /SPACING \ � � INFORMATION SHOWN ON WESTERN EXTENSION OF STATE ROAD 408, SHEET 7 OF 28 NORTH RIW LINE QV QUERCUS VIRGINIANA 10'-12' HT. 5'SPD 60 (LIVE OAK) 3"-3.5" DBH. r FLUME — �` ,__ ____ _ '= — i— ______________ __ __ _______—_----_------______ MG MAGNOLIA GRANDIFLORA 10'-12' HT. 5'SPD 47 �,�,i� t.I,.S� --_— �° � -- . �- ---- �,.------------------------------__-------- -- -------�TB �-- MAGNOLIA , \ -- ® ( ) 3'-3.5' DBH. CONC FLUME _. — _ _ _ ________ _________ UNDERSTORY TREES TI324 " _ _. — _ _.._. �- •--- � ___-.! � _ • ^.� _ _- - _._�_..-«-------- RCP _ . ��- - -. -- --�E�ln - WHITE LINE (D INV = 9Am 9.22' 1 = T 2.79'� b LL LIGUSTRUM LUCIDUM 8'-10' HT. X 3' SPD 48 _�----� �_ _ - V — —_ — — —_ _— _` _ — __—��� — '---WHITE LINE — — — — (TREE LIGUSTRUM) 3 TO4 1" DBH. TRUNKS, NV RAIL GUARD ---- - -- - - S'TAT�' ROAD NO. 5O _ %J�O_� I1 THY MULTI TRUNK % N. LINE, LOT 4 ( _ YELLOW LIN \ _ YELLOW LINE WHITE LINE - � -YELL WLINE -- - (PER FLORIDA STATE ROAD DEPARTMENT - RIGHT OF WAY MAP - JOB NO. 7505- T 05 DATED 4 - 1 T -46, SHEET 3) WHITE LINE ( E/P " _—_ .},g __-- W •---.- sw --- sw----s,H zw —•-- w —sw -- sw .—_ sw — sw ---- .vx -- Sw sw — sN — :w --. sw — uu — s— an — sa .— oa — s+, —••�— dH1 sa — vn — Ow — sw _.— mw --- wr —fix --• a++' •— sw — Us — ak+ - sw — i FND, 5 8" IR WHIT:: LILAC ; . I LB 1221 FND. 4" X 4" C 0,26' W. ' �'`•"'' \h;1lD. 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Illlfl ��fl ;...�• mow*+"`'• • 7 �J' t _ 00000o cc,o CCCcOC.CC vCOCCCCC IIC aoo o 0 L. aDDIIIIIIa /1 as ♦ o .onnnnaanaffan ►� _ .I?ETE'NTION A�c'.�A 1"=40' N 89°53'46" W 642.93' CALC N 89'54' 14" W 642.95' MEAS El FND. 6'X 6" LB 7227 --X• V) m Lq 0 WR WASHINGTONIA ROBUSTA MIN. 8' HT. 86 (WASHINGTON PALM) BOOTED EJ ILEX OPACA 'EAST PALATKA' 8'-10' HT. 3'SPD 96 (EAST PALATKA HOLLY) 2"-2.5" DBH. I LAGERSTROMIA INDICA 8'-10' HT. 3'SPD 43 (CREPE MYRTLE) 2"-2.5" DBH. ALL TREES ARE TO BE CONTAINER GROWN UNLESS OTHERWISE NOTED. SHRUBS & GROUND COVERS BOTANICAL NAME MINIMUM SYMBOL (COMMON NAME) SIZE / SPACING QUANTITY VO VIBURNUM ODORATISSIMUM 30" HT. 1,304 (SWEET VIBURNUM) 3 GAL, 30" O.C. V02 VIBURNUM ODORATISSIMUM 36" HT. 46 (SWEET VIBURNUM) 5 GAL, 30" O.C. LC LOROPETALUM CHINENSE RUBRUM 24" HT. 214 (BURGUNDY LOROPETALUM) 3 GAL, 30" O.C. ZP ZAMIA PUMILA 24" HT. 26 (COONTIE) 3 GAL, 30" O.C. . t PM PODOCARPUS MACROPHYLLA 4' HT. 17 (PODOCARPUS) 7 GAL, 3' O.C. O EG EVOLVULUS GLOMERATA 24" HT., FULL 36 (BLUE DAZE) 3 GAL, 2' O.C. ?€ PS PENNISETUM SETACELUM 36" HT., FULL 151 (FOUNTAIN GRASS) 7 GAL, 4' O.C, — SB SPARTINA BAKERI 3 GAL. 18"HT." 291 (CORD GRASS) 2' O.C. +++++++++++ RI RAPHIOLEPIS INDICA 3 GAL. 18"X18" 1,410 + (INDIAN HAWTHORNE) 2' O.C. vvvvvov DV DIETES VEGETA 24" HT., FULL, 905 vvvvvov (AFRICAN IRIS) 3 GAL, 2' O.C. um LEG LIRIOPE MUSCARI 16" HT., 4-5 BIBS, FULL 1,678 (EVERGREEN GIANT) 1 GAL, 12" O.C. , GIANT BORDER GRASS LMV LIRIOPE MUSCARI 16" HT., 4-5 BIBS, FULL 4,166 (VARIEGATED LIRIOPE) 1 GAL, 12" O.C. 'VARIEGATED GIANT' - AZTEC SOD BAHIA (STORM WATER AREAS) QUANTITY TO BE CALCULATED BY THE CONTRACTOR: TA TRACHEOSPERMUM ASIATICUM 1 GAL, 4' O.C. 343 (ASIATIC JASMINE —VINE FORM) SECURE RUNNERS TO FENCE. ASIATIC JASMINE TO BE PLACED ALONG FENCE AROUND POND AT 4' CENTERS. THE FENCE MEASURES 1,372 LF, AT 4' CENTERS THERE WILL BE 343 PLANTINGS. RUNNERS ARE TO BE SECURED TO THE FENCE. PLANT QUANTITY 00 XX PLANT SYMBOL NOTE: WHERE GALLON REFERENCES MAY CONFLICT WITH HEIGHT/SPREAD AND CALIPER MEASUREMENTS, THE HEIGHT/SPREAD AND DBH MEASUREMENTS SHALL GOVERN. SITE TO BE 100% IRRIGATED. MULCHES SHALL BE A MINIMUM DEPTH OF TWO (2) INCHES AND A MAXIMUM DEPTH OF THREE 3 INCHES. PLASTIC COVERS NOT SURFACE SHALL BE USED ■ CITY NOTE: ALL LANDSCAPE AREAS NOT PLANTED WITH SHRUBS AND GROUND COVERS, MULCHED, OR LEFT IN NATURAL VEGETATIVE STATE SHALL BE SOD WITH ST. AUGUSTINE 'FLORATAM' SOLID SOD. QUANTITY TO BE CALCULATED BY CONTRACTOR ALL SHRUBS ARE TO BE CONTAINER GROWN UNLESS OTHERWISE NOTED, ARCHITECTURE ENGINEERING INTERIOR DESIGN PROJECT MANAGEMENT AA 004320 CA 8660 933 LEE ROAD, FIRST FLOOR ORLANDO, FLORIDA 32810 PH 407.645.5008 FX 407,629.9124 SEAL: RICHARD T. ABT, L.A. FL REG. N0. 1321 ■ CONSULTANT: IREVISIONS: NO, DATE REMARKS _L SHOPPES @ WEST .OAKS 8800 W. COLONIAL DRIVE OCOEE, FLORIDA ■ 1 COPYRIGHT ©2006 INTERPLAN LLC RESERVES COPYRIGHT &OTHER RIGHTS RESTRICTING THESE DOCUMENTS TO THE ORIGINAL SITE OR PURPOSE FOR WHICH THEY WERE PREPARED. REPRODUCTIONS, CHANGES OR ASSIGNMENTS ARE PROHIBITED, 1 I ! I 1 1 ! 0' 40' 80' GRAPHIC SCALE NORTH ■ ■ t MODIFIED:02/12/08 10:54:43 J:\S\SHOPPESWESTOAKS\2006.0735\0607 09/25/07 10:57:46 J:\S-Z\SHOPPESWESTOAKS\2006.0735\06 PROJECT NO: 2006.0735 DATE: 07-21-05 L CHECKED: e 1 iL1.DWG 1"=40' LENTHE ?35u.DWG 1"=30' CHRBLU 0 ■ r� //—_t' _PIT— --- r4 n L..! z 00 u c„ `N `> L:.1 c� O O L.I ca V) � GJ LLJ �`.' blf WH1TE LII —WHITE LINE I� >lHITE L !NE i"P10. 518" IR N 89'54' 14" W 642.95' MEAS LINE ummallol� �� �n����mllllai�� GRAPHIC SCALE FND. 5�8" 1R LB 1221 0.26' W. 0.18' N. — FND. 112" IR LB .8 0.------------- oi FUTURE CROSS ACCESS J v) U ZE 00 Lv W m Lo N "t d- O O � O � FND. 6"X 6" LB 7221 I IRRIGATION LEGEND C FULL 6" POP-UP SPRAY HEAD 570-8-F 1/4 6" POP-UP SPRAY HEAD 570-8-0 0 1/2 6" POP-UP SPRAY HEAD 570-8-H 0 1/3 6" POP-UP SPRAY HEAD 570-8-T 4 2/3 6" POP-UP SPRAY HEAD 570-8-TT 9 3/4 6" POP-UP SPRAY HEAD 570-8-TQ • FULL 6" POP-UP SPRAY HEAD 570-15-F 1/4 6" POP-UP SPRAY HEAD 570-15-0 • 1/2 6" POP-UP SPRAY HEAD 570-15-H 0 1/3 6" POP-UP SPRAY HEAD 570-15-T 2/3 6" POP-UP SPRAY HEAD 570-15-TT 3/4 6" POP-UP SPRAY HEAD 570-15-TO o CENTER STRIP SPRAY HEAD 570-4-CST • SIDE STRIP SPRAY HEAD 570-4-SST END STRIP SPRAY HEAD 570-4-EST �• -- D N105E VARIABLE 6" POP-UP SPRAY HEAD 570-15-ADJ PATTER P-UP SPRAY HEAD OR ROTOR [j]0— DENOTES ON RISER POP-UP STREAM ROTOR E 500 SERIES STREAM BUBBLER TORO PLASTIC VALVE — — — CLASS 200 PVC MAIN LINE CLASS 160 PVC LATERAL LINE PVC SLEEVE 4" IN DIAMETER PIPE CROSSOVER �-- BACKFLOW PREVENTER w_ ---IRRIGATION METER C❑ CONTROLLER LOCATION MODEL # CC-P09 Q RAIN SENSOR LOCATION -VALVE ZONE NO. 2 1" VALVE SIZE 28.8 VALVE GPM VALVES ® 254-06-03 3/4" VALVES ® 252-06-04 1" VALVES �1 252-25-06 1.5" VALVES NOTE: MODEL NOS. SHOWN REFLECT TORO SPRINKLER HEADS. ANY HEADS OF EQUAL QUALITY MAY BE USED WITH THE APPROVAL OF THE OWNER. ■ I REFER TO SHEET CO FOR GENERAL NOTES, SPECIFICATIONS, AND LEGENDS, IN ADDITION TO SITE —SPECIFIC NOTES AND REQUIREMENTS. INTERPLAN ARCHITECTURE ENGINEERING INTERIOR DESIGN PROJECT MANAGEMENT AA 004320 CA 8660 933 LEE ROAD, FIRST FLOOR ORLANDO, FLORIDA 32810 PH 407.645.5008 FX 407,629,9124 SEAL: RICHARD T. ABT, L.A. FL REG. NO. 1321 1 I CONSULTANT: IREVISIONS: NO, DATE REMARKS SHOPPES @ WEST OAKS 8800 W. COLONIAL DRIVE OCOEE, FLORIDA I ■ 1 I COPYRIGHT © 2006 INTERPLAN LLC RESERVES COPYRIGHT & OTHER RIGHTS RESTRICTING THESE DOCUMENTS TO THE ORIGINAL SITE OR PURPOSE FOR WHICH THEY WERE PREPARED, REPRODUCTIONS, CHANGES OR ASSIGNMENTS ARE PROHIBITED, IPROJECT NO: 2006.0735 DATE: 07-21-05 ftTr 4�A of r fil01 1"=40' NORTH 1 CHECKED: RTA 1 ■ ■ ■ MODIFIED:12/19/07 15:34:57 J:\S\SHOPPESWESTOAKS\2006.0735\060735L2.DWG 1'=40' GREFIS PLOTTED: 09/25/07 10:57:43 J:\S-Z\SHOPPESWESTOAKS\2006.0735\060735L2.DWG 1/16"=1'-0" CHRBLU ■ ■ ■ ■ F G PROTECT TREE W/ REINF. RUBBER HOSE. RED PLASTIC FLAG ON WIRE ABOVE TURNBUCKLE & 4" ABOVE GROUND. (TYP) 3" MIN. MULCH OR AS SPECIFIED. 6" BERM TO HOLD WATER. DOUBLE STRAND #10 GAUGE 'ALV, WIRE, TWISTED & GALV. BUCKLE. FINISHED GRADE 2"X4"X3' STAKES BURIED 3" BELOW GRADE. TAMP TO PREVENT —' ` NKEHANEU FLANTING SETTLING SOIL AS SPECIFIED. lO TREE PLANTING DETAIL r STEEL ANGLE WALL OR STRUCTURE 12"INSTALL RISER 4" ABOVE INSTALLED PLANT MATERIAL 4" PAINT A COLOR CHOSEN BY THE L.A. .......... 1. PVC SCH. 40 RISER ULTRA -VIOLET PROTECTIVE PVC CLAMPS MULCH PVC TEE OR ELBOW O5 SHRUB RISER DETAIL r 0 NTS NTS to TAMP TO PREVENT SETTLING GRADE AT WHICH SHRUB GREW PREVIOUSLY. (MIN. 1" ABOVE FIN. GRADE) 3" MIN. MULCH LAYER MIN. DEPTH OF 12" PREPARED PLANTING SOIL FOR GROUNDCONER BED. FINISH GRADE PREPARED PLANTING SOIL AS SPECIFIED NOTE: WHEN SHRUBS OR GROUNDCOVERS ARE USED IN MASSES ENTIRE BED IS TO BE EXCAVATED TO RECEIVE PLANTING SOIL & PLANT MATERIAL - UNLESS OTHERWISE SPECIFIED. OSHRUB AND GROUND COVER PLANTING DETAIL SIDEWALK,CURB ETC. FINISH GRADE FLEX PIPE 1/2" FOR SPRAYS 3/4" FOR ROTORS PVC TEE SXSXT OR ELBOW O6 HEAD DETAIL ail SPRINKLER NOZZLE BODY ASSEMBLY STREET ELL LATERAL LINE NTS NTS I IL"�Y ;; RED PLASTIC FLAG ON 6 WIRE ABOVE TURNBUCKLE & 4" ABOVE GROUND. (TYP) 3" MIN. MULCH OR AS SPECIFIED. 6" BERM TO HOLD WATER. DOUBLE STRAND #10 GAUGE GALV. WIRE, TWISTED & GALV.' BUCKLE. FINISHED GRADE 2"X4"X3' STAKES BURIED 3" BELOW GRADE. TAMP TO PREVENT —' ` PREPARED PLANTING SETTLING SOIL AS SPECIFIED. 3 MULTI -TRUNK TREE DETAIL NTS � w GALV. 90 GALV. NIP GALV. UNION �=l I'm 12" FLOW GROUND LEVEL DOUBLE CHECK VALVE BACKFLOW PREVENTER 18" `•GALVANIZED PIPE GALV. 90 TO METER ADAPT TO CLASS 200 PVC 7 BACKF LOW PREVE NTE R NTS 1 SITE DATA ZONING C2 (COMMUNITY COMMERCIAL) PROPOSED LAND USE VACANT - COMMERCIAL TOTAL SITE AREA 368,368 SF 8.457 AC. IMPERVIOUS AREA 198,148 SF 54% BUILDING 54,878 SF 15% PARKING 53,560 SF 15% DRIVEWAY 82,660 SF 22% SIDEWALK 7,050 SF 2% 1 MAXIMUM ALLOWABLE IMPERVIOUS SURFACE AREA 70% PERVIOUS AREA 119,616 SF 32% (FAR=0.05) REQUIRED PROVIDED BUILDING HEIGHT 45 FT 25 FT (MAX.) (1-STORY) BUILDING SETBACK FRONT (NORTH) 50 FT 92 FT SIDE (EAST) 10 FT 51 FT SIDE (WEST) 25 FT 82 FT REAR (SOUTH) 20 FT 117 FT LANDSCAPE BUFFER 5 FRONT (NORTH) 25 FT 25 FT SIDE (EAST) 10 FT SIDE (WEST) 15 FT 15 FT REAR (SOUTH) 25 FT 64 FT LOADING SPACE 2 3 ■ I O4 �REE BARRIER DETAIL VALVE BOX FINISH GRADE PEN-TITE CONNECTORS WIN EXPANSION SURGE z CABLE I PLACE CONTROL VALVE WIRES UNDER ..................................... MAIN N ANGLE TO MAIN WITH 45 DEG. ..................................................� ELBOWS MAINLINE NTS I 8 ELECTRIC VALVE DETAIL NTS LANDSCAPE CALCULATIONS S.R. 50 BUFFER REQUIREMENTS: 2 SHADE TREES PER 100 LF, 3 UNDERSTORY TREES PER 10OLF, SHRUBS AND GROUNDCOVER SHALL COVER 75% OF BUFFER, 572.1 /100LF=5.7 X 2= 11.4= 11 SHADE TREES REQUIRED. 572.1 /100LFf=5.7 X 3= 17.1=17 UNDERSTORY TREES REQUIRED. CONTINUOUS (EDGE AND GROUND COVER. VIZCAYA LAKE ROAD BUFFER REQUIREMENTS: 2 SHADE TREES PER 100 LF, 3 UNDERSTORY TREES PER 10OLF, SHRUBS AND GROUNDCOVER SHALL COVER 75% OF BUFFER. 540.6 /10OLF-5.4 X 2= 10.8= 11 SHADE TREES REQUIRED. 5406 /100LFr=5.4 X 3= 16.2=16 UNDERSTORY TREES REQUIRED. CONTINUOUS HEDGE AND GROUND COVER. SOUTH BUFFEII REQUIREMENTS: 2 SHADE TREES PER 100 LF, 3 UNDERSTORY TREES PER 10OLF, SHRUBS AND GROUNDCOVER SHALL COVER 30% OF BUFFER. CONTINUOUS `�3' IN HT. SCREEN. 6421 /100LF=6.4 X 2= 12.8= 13 SHADE TREES REQUIRED. 642'1 /100LF=6.4 X 3= 19.2= 19 UNDERSTORY TREES REQUIRED. CONTINUOUS HEDGE AND GROUND COVER. EAST BUFFER, REQUIREMENTS: 2 SHADE TREES PER 100 LF, 3 UNDERSTORY TREES PERI,10OLF, SHRUBS AND GROUNDCOVER SHALL COVER 30% OF BUFFER. CONTINUOUS 3' IN HT. SCREEN. 5731 /100LF=5,7 X 2= 11.4= 11 SHADE TREES REQUIRED. 573.1 /1001_17=5.7 X 3= 17.1= 17 UNDERSTORY TREES REQUIRED. CONTINUOUS HEDGE AND GROUND COVER. INTERIOR LANDSCAPE REQUIREMENTS: 1 SHADE TREE PER 4 PARKING SPACES. 50% OF PARKING LOT TREES MUST BE SHADE TREES. SHRUBS AND GROUNDCOVER MUST COMPRISE 50% OF THE REQUIRED PARKING LOT LANDSCAPE AREAS. TREE PROTECTION NOTES 1. DURING CONSTRUCTION, PROTECTIVE BARRIERS SHALL BE PLACED BY SITE CONTRACTOR TO PREVENT DESTRUCTION OF TREES WHICH ARE DESIGNATED TO REMAIN. PROTECTION BARRIERS SHALL BE ERECTED PRIOR TO CONSTRUCTION OF ANY KIND ON THE SITE. 2. BARRIERS SHALL CONSIST OF PROTECTIVE WOODEN POSTS TWO (2) INCHES BY FOUR (4) INCHES OR LARGER PLANTED IN SUFFICIENT DEPTH TO BE STABLE WITH AT LEAST FOUR (4) FEET OF POST VISIBLE ABOVE THE GROUND, POSTS SHALL BE PLACED NO CLOSER THAN FIVE (5) FEET TO THE TRUNK UNLESS PROPOSED PAVING CONSTRUCTION WILL NOT PERMIT. POSTS SHALL BE NO FURTHER THAN SIX (6) FEET APART. REFER TO TREE PROTECTION BARRIER DETAIL. EACH SECTION SHALL BE LINKED TOGETHER WITH ORANGE POLYPROPYLENE NET FENCE MATERIAL. 3. PROPOSED GRADES AROUND TREES TO REMAIN SHALL BE MAINTAINED TO WITHIN FOUR (4) INCHES OF THE EXISTING GRADE. 4. THE CONTRACTOR SHALL FOLLOW TREE REMOVAL, TREE PROTECTION AND GENERAL PLANTING REQTS. AS DEFINED BY LOCAL JURISDICTION. 5. PROTECTIVE BARRIERS SHALL REMAIN IN PLACE AND INTACT UNTIL SUCH TIME AS CONSTRUCTION IS COMPLETE AND ALL EQUIPMENT IS REMOVED FROM SITE. 6. NO BUILDING MATERIALS SUCH AS MACHINERY OR TEMPORARY SOIL DEPOSITS SHALL BE PLACED WITHIN THE PROTECTIVE BARRIER ZONES. 7. BARRIERS SHALL BE PLACED AT THE TREE CANOPY LINE EXCEPT ADJACENT TO THE PROPERTY CONSTRUCTION AREA WHERE IT MAY BE AT ONE HALF OF THE CANOPY DISTANCE ON ONE SIDE ONLY. ••........ WALL OF BUILDING SINGLE THROW 16 AMP SWITCH CONTROLLER CONDUIT TO START OF THE MAINLINE .: ' ELECTRICAL CONDUIT I 120V. POWER WIRES WIRE AS PER LOCAL CODE 000NTROLLER DETAIL NTS 1 REFER TO SHEET CO FOR GENERAL NOTES, SPECIFICATIONS, AND LEGENDS, IN ADDITION TO SITE -SPECIFIC NOTES AND REQUIREMENTS. INTERPLAN ARCHITECTURE ENGINEERING INTERIOR DESIGN PROJECT MANAGEMENT AA 004320 CA 8660 933 LEE ROAD, FIRST FLOOR ORLANDO, FLORIDA 32810 PH 407,645.5008 FX 407.629.9124 SEAL: RICHARD T. ABT, L.A. FL REG. NO. 1321 1 CONSULTANT: 1 IREVISIONS: NO, DATE REMARKS SHORES @ WEST OAKS 8800 W. COLONIAL DRIVE OCOEE, FLORIDA -1r 1 1 COPYRIGHT © 2006 INTERPLAN LLC RESERVES COPYRIGHT & OTHER RIGHTS RESTRICTING THESE DOCUMENTS TO THE ORIGINAL SITE OR PURPOSE FOR WHICH THEY WERE PREPARED, REPRODUCTIONS, CHANGES OR ASSIGNMENTS ARE PROHIBITED, IPROJECT NO: 2006,0735 DATE: 07-21-05 L3 CHECKED: RTA ' ■ e MODIFIED:02/05/08 15:50:48 J:\S\SHOPPESWESTOAKS\2006.0735\060735L3.DWG 1"=40' STABLA °LOTTED: 09/25/07 10:57:36 J:\S-Z\SHOPPESWESTOAKS\2006.0735\060735L3.DWG 1"=40' CHRBLU F Date:12/17/2007 Luminoire Schedule Symbol Oty Label Arrangement Lumens LLF Description �--1 i1-�s 1 E3 SINGLE 36000 0.720 EMCO EC 3H 400W MH MTD 0 30' t� �-a t�J 3 HS SINGLE 36000 0.720 EMCO EC 3H 400W MH MTD 0 30' W/HSS ( 1E]�J5 2E3 BACK -BACK 36000 0.720 EMCO 2EC 3H 400W MH MTD 0 30' 6 EF SINGLE 36000 0.720 EMCO EC FH 40OW MH MTD 0 30' 3 E2 SINGLE 36000 0.720 EMCO EC 2H 400W MH MTD 0 30' au 3 GW SINGLE 1450D 0.720 GAROCO 101-WI-175MH MTD 0 20' SITE LIGHTING PLAN o� tk 91' qo� Q G �' gg1,J00`L 0 q1� E q1 18 pm " RCP q1 CONC 1� 1`b 0 b Numeric Summary !I Label ColcType Units Avg Max Min Avg/Min Max/Min PROPERTY LINE Illuminance Fc 0,331 1'a 0.0 NA NA SITE Illuminance Fc 2.891 715 1.0 2.94 7.50 0 FOC r It LfIVt 4" X 4" E,V rn - - - - 17 - I , 1 O .3 1-0 '�'�4'-\J:.. +'V' •' Imo' T . . 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L8 6.8 0.9, 0 1) Co FUTURE CROSS ACCESS FNO, 6"X 6" CM LB 1221 GENERAL NOTES 1. ALL EXTERIOR LIGHTING COMPLIES WITH CITY OF OCOEE LAND DEVELOPMENT CODE. INTERPLAN ARCHITECTURE ENGINEERING INTERIOR DESIGN PROJECT MANAGEMENT AA 004320 CA 8660 933 LEE ROAD, FIRST FLOOR ORLANDO, FLORIDA 32810 PH 407.645.5008 FX 407,629,9124 SEAL: ■ r� CONSULTANT: REVISIONS: NO. DATE REMARKS 5 2-8-08 City Comments SHORES @ WEST OAKS 8800 W. COLONIAL DRIVE OCOEE, FLORIDA COPYRIGHT © 2006 INTERPLAN LLC RESERVES COPYRIGHT & OTHER RIGHTS RESTRICTING THESE DOCUMENTS TO THE ORIGINAL SITE OR PURPOSE FOR WHICH THEY WERE PREPARED, REPRODUCTIONS, CHANGES OR ASSIGNMENTS ARE PROHIBITED, PROJECT NO: 2006,0735 DATE: 07-21-05 SE I v0 CHECKED: MODIFIED:02/15/08 10:49:49 J:\S\SHOPPESWESTOAKS\2006.0735\060735SE10.DWG 5/16"=1'-0" GARAND PLOTTED: 02/12/08 15:49:01 J:\S\SHOPPESWESTOAKS\2006.0735\060735SE10.DWG 5/16"=1'-0" STABLA . � 9 1111111 In E . E . a a 1111111111111111111111111I R i 0 1 _j ! INTERPLA- N--. . . 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'M is u � pirin o qxpos ng. uninsulated%6: , sing��q , g, ed , rev'non 1 uso , , . I.- '­ Parisi, of r d c and , , a ,in anlo, .j ,widn .. r . I tin . 0 , , If,. of (at .d lsji�tqff II� U00(**%6091 VAG.,81:1$VQ ift b&r. . z .. q_r I z ­ � fr;0ra M0IWlre�tI11SeCI5 and I . . _p -0�:U(W 1. ­ ,fio. �', ,11115111A ei?, A s. 'fi­ I., 'PE ILI : I I i R ... g4,5g . � . . . , - - '9:� ffV - et�fd 'i ontlects are by UL W e , ,n . prev, intrusion' CUTOFF �E,1��Iat,:ljlaf�s lens � rh!6ai�,d�Ot6VIdbfdll:buthfflidrf6rmiihdo'..Sb, lensLUMInal disc listed 933 LEE ROAD, FIRST FLOO . . I 'O "'. .... - cusconne�s�gre.ilited.4y,�OL-.Ibr:use.af.�60-VAt-i-i'�A:or. lqher�, a - . . p V1 If' V10 ,�,666 ; �.. I :'. Th' 11"' "" ' - ­` 1 - 'd iiaf T in O'd � a I ur I fila fil" T h 0, I RF�tm , q , . . '6�" . !!ia �d, ,te t g, C.U.TOF.F.PER.FORMANCE:Flat.,'ditissiori�lurilinairds'p�yid ff, 7 fd*W�66bket post ion of ma6tWO optli%' proVidd .'g M�-cdtdffodftb�MdhdiP.-Othoe'b&6�166�,lUnifnal�6s b ecuo pe ftiftcei . e�u!!.��Wut�ff , �rfdrirndnoa,Saq lerts Luminalies-mg1rig 3V/QV'.o0tics.set .to ': "" ' �' ""' �&.'0l0Pe-,.A!Df0ymed:AI .... I 1. ­ 1. _ � � , �. , i I � .,La P,Vslpgwtgpper.,s,.4ho�.P.I�o,e:. Q ORLANDO, FLORIDA 3281 0 0 6 m It, Ide*6 to * -1 Tbo N i Th . I . I � - I I . , I 11 �.., I I 1. i I ' ldi,vdi 6o6kei position be Malfb�a�f6K-),bt)uds'proVide,�&mt-cu pe or 66..Qthbf:sAg IenwI6m1naIre§-j$e6Vi u ff performance. -HOUSIN6 - -_ . I "'' _'�., - I �Q . ummum.,., P - .. -�sp rs-. co ,segs PIWSH'�- EachAirrinalre recelve& a fad' electrostaticaIly . . 11 .1 ,. I I . I I I I I I I � I . I � I �u t19sIqg.:wr0M0r1s&.q. - . il � ac Auminal -reoelvesafadiDand.ablas! � tan alli, � - - - =*rl' e,an 0 � I I ___ I I I I " :ho dng'-has:an ilritora:,rdlnforting�spine and roz-welded comrs.,SjIiWne ,seats FINISH �E If ire, onresis 4:e6tostado - Z01.1,13-.111r," " ! integr . aLreinfording ine and no�mdded conie Sill ne dabrasIon re I tant, PH 407.645.5008 . I I ` . , I . It I . . I ­1 .... ­ � - I . ­ ,,.;A � 1. ....­­­ .. . � I I - I � .. 1. .1 , . __ , I .11 ': 1 . .. 1111 1111111 � I 1� 111 � l)4e41at)Wl'W*qrffla0fiat*s­or� agpft4 -,,(O,d ftp,p 'fi a � �Pfl I EFIK :CONFIGURATION -.13115TRIBUTIO-N. vWATTAGE'. � "4a 1 . 1. ­ ­­ ... I .I FX 407,629,9124 ; Im - - - , jffiqroaIV,'qu ,pqfyp,s � .. �4 W04 . @jr, f 1p�jq Ion VOLTAQE,� f INISH� �OFTIONSI I WATTAAGE; VOLTAGR� jFINISH OPTIONS: . ­ ­1 I—— I—— . 11 ­ ­ .. . . ", . .. 1. � . ­ . � 11 � I..... I., I..''. .... ,1 .. �� . .PREFIX' CONFIGURATION DISTRIBUTION 1 .11. 1. 1. ­­­ . . � . .. ..: , _ .1 e 1. . � . I ... .. I I �� . � . . - �ILIENS,` .qr,'. goo fet t; , .Q� (w ,. pt . " - IENSi., _,`(i Unlinolres bear UL,dr QUL (Whpreapplic b e) Wet,�Qoatlorf . 11 ­ � I ,f � AAjfef6d,;��040.#ddVed�0*j0j I :ft, *ft" ' ' gln�. #10 oplicaly. LA4454' All 14M�k## b* WIL pr � .lhqr6,appIlcqbl0) ,W 00 ; � - A kilp(60,,,,04md,Koldo�go,oqod�n..Opr irameldtalrlpffiq�opfi*IV LABELS.': All I". I ­ 11. .4.1 _ � . I—. . � . . . - , - 111111111111111111111111 . 1­0 , I : 1. I : - .;616 .:� eat an ' ct res ta flat giass in; a sealed manner using fabeli, .. I i H. I BLP ­11, �. - ., - �_ : 3!s -a,sqaleo marinqr-usifig abels.. - � .. . ... ... ­ ­.......­, ..­.....­ ­__ ­­ ... I., 1.11­11.1'..1.111-111­1­1 1_ ­ ......... . __ .., ­ - � .1 � I 1 . ­... - 1� lac.heit and. impact re ' tant tbarperod flat,, glass in. " itie . I * ,oqe:,,p'bb A � . I A' i ;ffj: d0d,.:sjtic§rle. r',bbl _Ar A1,101"ho 0 =���,�.06!4��o��'"�lbolleg�!A4�� 0 4, 0 ri !ID'U." "O.N AR-Oe _-ROMA,000! 9401119�0,010!-� . . I ,Pqn, - 9 . pllaq� _ , _0 P, r d - ", � - ­ , - , � 4, Rr�..� � . ­11­1.1 . � I .1 ­ 1. ­­ .. jtivo p . , . i����� j - 04 V06 'ardvAlld., hdII6 1 d lf� Waff; Jm,o.jy.',, ei _ .11 I . .1 . 1. I I �.. 1. I .11, ­ .. � I.. I ­ .11 I I ­ P ; 111 � in , ro - ii I 9. is n I and'i ig.verticat lamp. and � I - SEAL: � � _66qp *jNot,allc�nptfnati nd2ntrc. Ott . I I , . �rt" -yy�... ki�t.jf0y!y� . 1. � . .. ,pg"119��tppd#e.a y4for - , , :11011�ye -dropacrylialprisl& provided st�ndard.oj),14�.aticLI,Y,Yertioa ha,r '91 .upe qrpqriceifisi 1 , . ­ , . I - IUM i. . ,r--ntoeth&brdee!�dgei6toiheaopto�oolqt�6��ab,6�,o�I)Rot6:G5�66.i��������hO , F __ 7_7 HoWing I am 1.11 q I? .,: ! . I 04 ,� * "I , "' 1 2 -Verij , I lul g1rD8 1, �n dc, lush .114 tur an . ion " , - ' j:qL uTor,.P��R C,=, Fq.l.tirieldo� ' 'd I . � . I 1. � I.. . I . 1. �. I . I � 111111E* -a ..a U . � - A 1710 i 111;1=M __�� ___ Eau= :. . stel. Dr. ,r 1, � I .1 , . qee$ " f., gj I .In ;.2,%Ln%,N,T2a,qq, %Tma, angl6sfe P,b= .'=t-hXtn a rd- ;14 ' ' "e"s , lairmna4e',�sF . _ . . ag, % ,mL ,Zp . ,4. , P . C �a � , lanno turners I . � � , , ._­- -tqry�,� , , , , i " , ljqql I s % tulaff 'Ierit , rf�2 .,-Ver1j n I , Tis ttiiejar � � flefer to-not,'s,bofew for excl oonsan innit rtaii .00-01--o-0- , "', . "tti. . . . 11 . I 1 4* 040.1pps�ls ppb4o..oft 4V .4 4 t la� - I= - W - , "emcal.jamp lum,40s, qm . _ tort . _ 113101! em! . - ___ I . � lumirialre'.. fppliffp-", av",aro0T 'Rol 0#�� I , I u ,I h, 1pe;, im ca I - 93 abo.ya esom 11110,wfiez to- hit let. ca , � �L , .1 :IP4.., .-',' J!4fi!#apF0s ,, , 106*q`1*_._;_ � - leorlp,porc�A�1,4t��vpoic�al9gi.pole r .1 _0vejasigniarp, � gW,,r;r,M,n,U I .... � 1. . . . . �, , __ . �, I ME= , ermlw0asy=essto,thiD . , ,._ . 1. . " - ' _" ' "' � .. " le= :, ., '' ''.. . � . . . , I I f ­ ' ' ft 4". � ' I -alre Ihidipi , - , - , - * , , ; - �� I , - e�l . 11 , ,ECA% il0qua Arm"Mp­ , L " , "" ­ECW-4" � -14*,5quare..0jr.ai;t,W � I at .Assprnbjy� 1 cl�, �qzparfdrinqko ihii4r��a:lur6iqaim I , s al� ECA,Ia� l8,Sq4ad&�A'ej'h,,Mbilht.L,tirWifi�i�iD: ECWI& 6 I , till-, durit.Luirlin&lre *OPTICAL SYSTEMS.; The segirldniad-JiDilbot6i iotejm 'CU ,0,,r,F,,,,F,,,R,,F,,O,F!,,,,M,,AN, ..hill -i-�"ifl��a"6(.�,�.,�i=!�O6�14,11,� , .. �, ,f - '' I X0, . mnt ­ tj*41to 1 411 , offorLurnih I , sem4iw 1 '' , __f a.,jef,66jor�Sy�ton 60h$i6tS 0t,two CUTOF)e�PERFORMAN�Ei�jC�0,ffo,oit6fo�hOO.nig*'*Pj�.*t63Wii�boiqq tho-cantiala ..w . I; 4, ,', , tfarq�Qirec -Wall.Moont Lumirfaire I $Ingle As I I sts of * two ECA14. i4 S,qoar,o Arm I'deunt Lu"naire ' E�004 , '; . ' TH' ­ = *18'.sclu rb Diredt.w M 21, TWi,6,Ass6mbV` ­ . � . . consl :011 I Id i&�ng* N -atj��"aa mrall rimn�j ang(" abW6� � I I , dj _ 2 TW n sseimbly' . -1 * . 'qvk .", I . ,. r fipe,gn, li-ver=1-11 't, 0.8 es imW O A lal�a,A*ami�,d adi,,'.v0Ad0, I )�,nb nu ...... i 8 Sqi�farid Arm Mourilt.L.Urnitiair ECWJS As fb0ltedt�Wtfll Mount Luminitire I A - J PTIP L SYSTEM!Sj�.! :L e SegITS11,e I , �'!"�=gf"'07!-n'4�,'i*�-'-�'4' all :" a: e' . . 1W OfNg*j'p,ecuIgr-"gi6 I ' " I i . * , to ch , )E0A4' ,�o*ua,rq-Atm*tjnf'I,L!fftjpqire, EOW# �*$qugre�Dfrqf *i,j.q1i1L46I4jrp i#'Q ,� spe W letve!S� in facps. proosely,gligned Wachie%speciff6d , ECAIS er iff,il . �t�( T q flittly-A-1_9" :­ ., . 11 ' II.Meunt.Lumin Ire -Ass rn *0 ; of Olyspeculir alqIrrilpumt[Acpl� PtO�i�ely 0119114 , A Is* SPDP . NItunlradim, I 1. . ... "' . .1 � . S. Wipladt-9w . rfd ' --�l -40 .1 j, - i, 61 . ;, Abaltiminalm, , ­ quar&Arm 10 90*4 . .41 , � ' 'in s Did '04, a e1in W PEMJ�CUTOFF PERFORMARqEi .�;9.mi�Outoitp.eito"hcb*mza�stiluNinwre'dstiiK-�all�vhet�. IffCA23 23S , bunt1urn =rq-.`0Ire0.:W, 00 T�yln 1.6._* levels ' fi�"' phi6tdmei :6f6tiltibini. V641 syste . i I ,. r . a I . ,. lirialire , . � I 'SEMImCUTOFF PERFORMANqE, Solr�-Qb�oqpqrfprft -, 0:itinlow 'astiball *h, . A, I . I ,-, _he,on(Ra, , , , . I I - . � . 6 majeed maam m _ ., pri., am . lw��atfmtjifqqlaan (D406000; roon0t4h, ato 00 I , _�#* ­­ijirs yi,i�&risadiit" ECWA- 1 4:A.q4a!P.Wq4,1Aqmnt w, At:jp� 'i )n,�P.nonfqo 6gil(. , � .' N bawet�per 1000 lag?' It � i , - = . I— 3 TOP *�` . . i , bgse:.660, iDi�"is glazed * a 1� '� 't 13 Tfloq*i�o ..n9faments.: The, jposj� ,_ . it � -I '6�06 000 40fliu�h6ft* 6d 0 16' ritt) at alri IaT ea90 .16 at 907 'pffl)to�e ric d * , I - §V�w 1 .*0*,". .Y�P,0- 41 �* )�i . 14 _ .k , rodr!� �1'11 varliml erg * '21,11s "?is I I*W,,a&b�n frJk.piTlie d4l.laiftl:dilolbe, I .,l I pe applies 11 alt ECWAIS: `I"quar#.WaVM0UnVW/.Arm. & I i , , , I p_st lw:. 004#do�..�H -M . .81Y, 11., It . I ­ 'increIpents, T .11 , . 0 - 0 ,Ifflmsihkv.��,Scixvkar . I ke., 01040:sorew, shelf. A.. 0 . in � , , � � porceain with :n r_ jkSqqq!*%Jf,M4urJt. ]AIM ao,i�fo: Trilpjajatl� , ._.!1W410?:.011`.!e=Zq1 Ot X, !11 r", Abbio �rfialsplf� ti2p, swei)ro,�,igiqp oa6n*e�ljredfoinovaiife*(�s. 111. . .. . 1, - I.. .1 4vz 4u&d:A§sjiMbij. . _jno QH`4b6W * H I 111Z 1,011,0 � ildof I � 'r " ; L ja4r . I 'Oloket lateds . ­ - . I . m .. ECWA118: 113�Squ�ir.6�Wal[.Mou'nt..w/Artn' 4. Quad As.�6mbly, _ 0 . . I . = i 'O � I �, i5CWA4 ,`2 zjkc�*Ill( ni*41111 1W, !�cw A6d"�CW4,"itme I firnwiewi units. �, . EO�W P*uq�ri�.'W41(,Mou w�Ai ,units; * .- I , I I I I _. - -_ - , , , � I � I I . . I I . . ,., nt �rrr Vj�.wj-ki.jeciy md ErWA kM�L6� � I - -, ­ ___ , -_ --- I I __ __ ______ _____ I � I . � - 0" � � � � t_ ���,�, �, . I I ��, I I I I'll - � , , . � I.. I., , 11 I - - - - _____ ___ " � D Is * kiBb T llb'N � * ' � � � -c � � - : I � ,�;, � , � �;l ��� � ; i ,­ � 11 � I - - � � , I � �� � t I ��;��,��;1�17�,�!,�,,r, � ""_,-�-,__�.,�"] I I . 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A,.- j .fyowv � - ;- , s1s . ywyag, a'!�_ � . - A I . FH Typ6,lV F�orward Throw .0 yeft(049�'.Q#�': , � . 4��',,,,�,',,*,,.,.';i"t,i"o,�',-�'A,7,�l', '.'-V r,110al �arp * ' ­ * t� *�r' WdV' , t gingle Fixt . - -i'F _p, Rip*g ' ' a 1 �zw�Rd_ ,S)o f -1. .91rig1q.Fixture, i � . a I z TYP'011 � uWq,W�..1r�-40olep�q, *qo - , -of I V,ottipal LgMpo Fig(lu,qpq Nadir pandiep g 1s=SV1oV<PtKa1Vy,a ..- I -prie . OH �V.FINIP, - I I laxwom ripao WO og I - N = E � -ANP.Q 'T�00.10� , piw& -0 q?y, . qq��a � � . �QV-RR91:ir, Type,V _4­� , *_ ViN0047. ay. , , ��)W6al.:t�gMpr,,F3gq4po�Noir,.c le I , . E QH -r�p6v ,bV-ARV-1 to , V t#c � , Lam ,,*6�.46-(��.4,Nadir,Candl6powe,r. �0.onk- ...'aal I � Ipparl(racta) �Iqq,917 SI�016.Afrrr Torfif 1811,* Oudd .Weight , -!-.1"'. I � . . I 1pn P, P* .. ­811�fflqk �I�Atar�py_, Sifiqlat Arm Twin,1180' ,Otleud Weight . I . � . . . . ____._.___..... - ...... - -------- . bsr � ! . -­ I 0 lbs. CONSULTANT: . Or * .1 * . 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' � - 0a0.tq_Pe"_,V .6, , " R!F 4� _� L 10 3 'jy11APq("PoJn 40fAKC01ig�11np .s * 4t 16 Qr �,o ' --H i , d'lr�pqi 1 IGH . 9QWt1glet*b,U01lnq 201707,'. �Vf,,No .�'! * 1�91lo Op0griti " WING, -Aspn , Y� 9pow _!Fleset 10 -�,TIIRG 41. . ­11P . . ... ,w t g;ts'" Iva .� .1 .- " I I T. - .. . 04 . ql,qP%*1jghlA �90. ­­­ ­­ .. . 06 .109nepaq. 60bPyy1*-9 .(1gi*nq2bbi,9.d?,'�4f'Ai1n �A o �iiop�l qppyriqi')� RR� i. frjtRrnqkc)jmj1. Cptryq d. 11NO .1 VNZ UL18HAN - ,��G * ,Woiht E�tPQ L, � 5-56M7" 70215-5010607. ':79215-5=607 . . I . _ianlyluggiritiAnY qqo ,. �;flillntf,29P!r*20PZ�.All Pfghts�.A 6 � ight $eCpro 7.921&50607. 1 .. . ,� I I , � FIXTURE TYPE 'EZ I �1 FIXTURE TYPE 'E3' � . li . 11111111111111�11111111111111 0 1111111111111111111111111111111 N , I I—— . I 11 _­ I I 1. . � 1. �. I � I I ... . 11 � ., : .1 . I ­ ­1 ....... 1­_1­.­­. .1 ­ 1. I .. 1. ­­ ­ � - -_ - I . I I . . "I 1­1 � -I ­1 I— 1. .. 1. . . . . . �- ­ li.­ ­­ I , r _. I - . .11 w - . . . � I 1' , __*, ., , - I I � - . I � I . . . �� - N6te$. ,4* . . . I � I , _ 1 46�'; 1 .. z I � 'No s' . / . ; ; . I I i � . I -0 a . : W, , . I I : .1.1. � A& M .W,. 1�po, � 1. Id"I W I I � E E . p.e- : � I . _ I � I � . I . � .1 I E CA %. I ____ ECOLUME E C X Ec ECOLUM I E I I - ' .1 ' .. __­ ,� ­...., .... I—- . I'll . I I � � I 11 I .. �r­ .1 I _.- . ..... I 1. . __________ - - ----- �1 Vin I I I 111114 I I. 4z/:E,.,... ,W. � ­­ EM I . I'm � . 037913M. IND 1111111 I ����i������� . W, . . . I �� �� : . � I .: C 0 L U M. E ..E, ��'" " I EC -W�wl . 1. . .. - . _­ ' _� 14A . I.- .. . ' I . . .. . - -is a.cutiiffitimli aire.,fot , � . . - Each ENQ0 EbolumQ is a cut0lumitfialre f6e. ELECTRICAL: .Ea�hhigh,0.6W�r..factdfb,�l��t^i�th6'�6pA�dtd'cd#.660ht'ty4oiI . - I I . - : .1 I E .. �. ­ 1, .. IRTI � E4h,WQ0, .E601=6 In ELEi',T,RICAL.-.,Edob',hid4'oo�,er1f.��tor ballastit the separate c6nilpoijentlpe, � %, I . I.lh t. A. I . , . .. E COLUNK., ;;E,.c F � 0ENERAL..DESC IIPTION* . I . . I I . . I I . . , I '. . I - #a . � .R19 .!it /.. r , I I . I Intep(corrippriRnt9gre- btillpenclosed, rain -light, "D f providin! ' .1 � il' ' lumiinaireiThe�pyeclslon �: . ' - , I no, * , - - - �' ab Juhlingirb VC I) I .: - . PD94 - starting down -h . ", ' , rritw'M . - F The ballast 1� mounied- iporlerits'ara-t6filly e� 1 ! lamp 6­W F, ) . la�ba[last Is mounted�. IAL DES!PRIPTI,QN�.'.T,hd�Edo]Om&�ECAIECW is a�*tlljqW�� ognt ordislan 6win to 26' . - . b!e of providing reliable . , . . . , QEN'Ef , _ 1p rodtlurnlhalrejhe�,I$ : g.rellable.larript starting . noararMtmptintp area� , . : abl.- h. eil.... ._ .. � W. J _ , , . _ . � . ". ., , '.. ... . j4j'IbVe1v, �Ve�:'�UOilii�!.�4h,'�ldo�p.'O,.�,� 'gl g� h � "T D . I .. Adglt­tght�', ­ � anLVO 16riting oflhe�, boticff4ystern or� electrj�al 'GENERAL DESCRIF "..". .1. E'___..___j po--aoo�iedtf�y,afid.�ti'wufud*)'RiMiritht�,l�m'ipativ,- MIR,. 04loypt.ellj, 4qmantedopncal�systgms fqvf0prgqulrP9IiI; ,4010g� ITION: Th6.EcoIumiJ,ECA1ECW is:d�rddilj � � , .0 , * 00 trp1_,.h on% unioUed tray Dihd:secured withirithd I I I ,, : I . �,.ab6 16. ieffect4 systeldr, �.. � . � � housirtg..is Oejorfriep and I eAoorqraTqjs;qx1ruq I ` ' - _1806 trented opti6al systems provide fequired 1@1iit lewi, �v6fi. 1044 . a , " "'rd�' 91 , 9 a al q m i n u rff� , I b, P�Jzpol virre,Ju in in AhrpJ s � c o m p lefe�y. sealed and is�,re III 0 i & Larnping:requli noliffirt'gor hirigri Componct-to7 'rhig Withinbe turnin6lird4ill carry no. more than /. - 10POVIC19%plof sp - - jis,;�md glareo6ritirpl. T � . arld co I � , di "'n'o� st tig Compt -to,tomponent wiring withirilhe Juminaire'will carry no, More than 0.0% ,�orfefl 1,W is �911�t . w :07? res W1 . . . � , , . . . . . g of: the component I e mplilitely sealed and _0 rents is req 'onent . * . I � : . . i� - r. 01ill-, I , 1, � z ' * . I g �heogo�ingjs, dief6rinod and.the,dbor 1rame is, ektruded alumlnqm� Thq.-Ecolume,14midair - 51co . 1. 0 ii g�skeiO,proy-enthg'intm�ib.n.trqmmoi�ture Irtsects".213 ,aorliamitriant%, I irtairie: P , , 'Ais �� . .. - . . . 1 , h if � -�u rr K,-a riio 16, listed by'; U L for US6 1'4f': 600 rVAG 41', i 50�G iJ.'f �Iijhgir, Pj�g�l I : ,i . , . , % 14 fri� r(, . .. I.. .0 . r I 11, ,� Of Wiad current and is. listed by U� � . I ot rolitld . . ... �� I 04 unffWatoi ovepAls., .. for'. qskat'.600 VAG At 150?C, or higher. Plu : ihants; :. ­ , - , ­ I . I . � 11 I... ­ . . . are, Iii fe'd ty' L ' ".. . . " " g keted, prevenling intrusion fro MfOiqkirq� irisectsand confamil thing , ous ) _ . I ­ f - ^ _M' " : . � i . as �. m .1 at' " _VAdj I I CUTOF.FPERI`ORMANCE.,,Fl6t, las��.tent�ilUftiinditei�.Orovtdb:fLfll.dLifbffp(§Mffii�iiide',SA'Ot�ll�;LUttitlaif6i3'LtsinbZVIQV..Opllo�i'sdtto. � , U - for use at.609V Q .1 Aorhiftr. . : djSWnne��aro:li�ted.by:ULtor-,Use. ZAT "45Aor O'hor... 'O . . . & conne'6ts' A'. 5" . ­ I IdWdr s'dckot osifloh or M�ill�n,.isti�O.'i)pti:s'pro�idd-,'serfii-butoff p I'm rf m ril i CUTOFF PERFORMANCE:'Flat glasg lens lumIndjM�s:jJrdVIde-fu1l rf.116ff petfdrmbn6v.-�Sai; liens Lurninairet,using 3V1QV:oP1fc1� set to . Ion ,'o 1; .1 �HOV$ING-�`Th§ hqti'slrt�WrDbpe`� I * -­"' di6formtk6ttimlinuffi, The' . . "PlU , _ . ".. 01`appql`Jq�� 'ei : 11 � I � I I . � . I � :, . � lepe � ., ' ' . ci�_Othdr a'ag londlurninaires provide cutoff performance. 14 SING'-,� :*Th'# hqu�fn * " ' - '.PDI�.,Pf-',e-.4lQf6OO.d',a)P�mi&i�. The i . p �, I 666' - aridd. Othidir. 9bb � s'lurninaif0s,orovide, cut6ff p - a 4( ca.' . I I 's"Prip p � �. � ,, Mallmasiere bo - is 'mkoUtoff pie�fffiand _ �l , . . . I ... 1. . I . . . � . . . I I I I I I . � . I I .1 � 1: ' - lower socket position or . tics provide 0 � I I . I 1, .1 .11 ,. I. ­ �. D i I . Hi: Each lum1Wire!reo6eva:(adb and.-abraslion ressteint,leedroslaticall�,. i .'houslrq? hail -an i'ht*e"g*ra�l-'�reiiifereing'.....sp[he and no welded comer% Illbone ze s FINISH'. min ' ..-andabraston resistant,el rostailoally ­ I I I . I—— 1. I I I— ­ I 1, I I . s . .. . I . 11 I ou . hai-an inlegral'46Ifff6rcIng--,ipfhe and no. -welded corners. Sillcone-.-seals FINIS z . � .118 at - EachJu I Dire rec&es�a..fade* ect . . - - ____ ''I b 1w . I . - `j of m r1r, I 1 I ** 6 0*1640q.. . I . I . .11 . .11 � I.. . . I I I I . I ­ . ­ .... .. . 1. I ,0jo*6lgW#lIftRgqgl!at,glI P,0: ,an , ,r :01pJasigr iiiii�,�i'll!�ill�l�'lli�� 111111111111111111 ljjjij� � i I � . . , . . I I i; 1 1; ii I I i i I qp ,pliod,thern ly7w �p I = '11MEMENEE= ;0000 A ift Aall.poin't491040 I( .lplled th - W I� - red * � ' . sitioh� qp r ­. 1APP.A. .- , ;pq 000'0 , h,, Ito . - .. . .o �frjnlshaftqrf4(i0gtio,n; I I . .1 � � I 1, , �PREFD( CONFIGURATION ,DISTRIBUTION WA7TAGE- VOLTAGE TINISK ,,OPTIONS', - I , ­1 CONFIGURATION DISTRIBUTION. - WATrAGS*., VOLTAGE: TINISH 'OPTIONS'. � �. .. . . . I 11 I � . .1 1. . � � I � .1 I I I .... .. RREFIX � . I I . . 1: I I �� . I ! . 'LENS? AA,itq*,t�qxlrudbd alib-&-od atumi4 . ­. � I . . . .I I I g I I .. .b_ ) 11 - - __ . I ECAI 8 . 'I QUAD i ' BLP I it and irripact reslisint a re , ass n s Die nner.,us ng I _ . . . . I � � I I . . I . � I . I 'LENS, khrit6fixi, DAlVjqj.0,q0�Z04.a 'Uni.-door fraittia LABELS.' All lu are 4,e4rIJL:6 0 (Whdie - apoltedh1q) ,W�t#qaiiqln I . .Dm'ddor *11(ame retains Ihe optically LABELS:� A I lilmin ir�s bear UL O� CUL (plitibre �ap lica le Wel: Location . I - , - . . , rpWris.t.he , 6 M10. jr-is . f - W .. .. � .p "I ,:, I 11 . Oically., I '; : . . FH . ! �� I : ;� 1. - �cleqr, heg 1� Wis. - -4 QUAD ar., eg(an I T esistant tempere - ! W.,gIaGs in: a sealed rrianrle�:using, $I - I - . . , . , ., . , ­ ­­., I!, i ­ � �� I . I 11.1 . I � _ � ; .- I * * �codejpf�.,Ilwoppjopil ,*O'�,'a �Rql�l qo�� (, d60riqd*§�Vqf.#� rfi 66 .4Rd , ."'4 ** dl� �11 I ­ ­­ . I . ; I ECA1 8 - _.H I � I = ; 40OMH � .1 . I I I . _ .1 jpmrn lifil * - , , . I H' _ I'd '��- . _poftu i6p �. _ UlloW clibrijildfic, 11 c �b * I 11 � s 11o..f. , ­ �I!q_ litiviPISM40001110TISITU �Al, , �, . � ..... - . IN " . q ,tilbpr� . I .. � I.., .1 I I I I 11, ­­­ I I ... ­.1 . � - 11 . I.I.I..."1­111­11­1 I � .­­ ., iitft� �P�W.M�'111�'�k!9!4,u, ' " 0 : , I I d - . . --.---,, .00 17­­-�-.' -. �­�'.di'0�040�ara allif. 19M 1 r1P I wjov�j(r� (6n �01�n* q q�iy . � ­­ . . I I a 1­ "' 41 - � . . ", . , S(Iler t.hii, 6raef code into the gpoibptiiite b6it abwq, Nota� Ga*�.i6�_pj�#,.#�Iojl*t& r6fUi44'c0k§u .- I 1.4 arld.18 veftical lamp and - Flicit6fl.d., ­. ­.. I I" .11.,�W­ .." "SO �10-i ,96019"cona m�;-plogacqpsul *f� ., ;. . , . � ­ , -le. ­ sil(IK0 !;.�. 10 ry � .., , , -f?4 turn FULL�CiUTOFFRIERFOOMANC�'.. . i I I I I . I � I I � 'FULL C.UT0,FF PER 'b*ftj,' founnnea niiitiM i larelsailt, dslilbutbni Mind , -,n . 0 ple -.: r., � ndard,on W"Vite . � . _FORIOANOE: Nil, Per �'o ,_A .f 9 . ,k sa .r,61 ris�F&iii . 1­­0­1_­­. ­11 , . i, .jIUSh ;Zero camw Intonsity occui , V(, - 000jarep �s ,,, I * W , , . ml ln� turn �iem carrislaintafts'llyoccuisal an angle of 90.abayshadir.Wi iunalV, ft cabdala p,avi= larop lqnvA% _ - . . , _ I - U '. dk�AdditidnalV,Ifi�lcandalao I sli , (u. � Aef, , � � , I ­ las "."""; 1, .. , - . _ � .11019 , , � I_ '.. , .61 � * furnahi F . . .11 . . p) '­­ I 3mirm 1� � I I I I 4mx�Wtpu : NO senerperm ? ya e, lu inaing", que Hyexc 100(iDpe It.''. - - � . t5zm) at a va ical opgls*dl P0, a o�a�,�q jiils a pll�s m�ll fal ral 11111 � � � � � � 111111 I 11 i 111:: � MUMME ,e :: fnaire. , IN r"4111i'-.1,11 qq��10,osjlqkr��0 ar04 N!k!# t�it- Tbiiippea,'RiAfiq! . . . . . . . . � 11 I 11 .1 I I "I lu�n ; . - _p i..'­1 . �6!q�u.meivpisalf!�, I .­ . . . �. , � .I ; . � . �qrql_ - ���IIIIIIIIIEIN, � � I 1. . -14�'.$qtfaxp� W V ' ire I trio .' .. I '11'' , , , 4'.� ' ' ' 100c,t All'; ount WWjna . I' I . EcAl'. i .quam:AT.m.. uni,Luriffinpine. E C.W.1 4, P W . . . ' . � 0�' 14ount Lulminalfre. 11 $Ingie�Asgom ,. .CUT.OFF-P-EftFORM.A,NCIE�'.CUW,O -, WN 01iddlell, W I te-Asa�omlaly. .. I . n The �sejmdfiled ref(ebtof si�steoi consists of two -p6tioaciatng:jufnens�dc�,�.6-ot*nup)ed�ITY6)i�e�d2�5(2.50att�,nil�'at iawkb­ , ew 4 -I 4 Square A .ml . OvIi . . � * I . I , , 660fiiikdO 4616aria'� as ;6 "ii"theahoals. . =TGPF'PERFORMANCE� Cwotfoi[6rmaiiceihp.4ri�,,�aroii�tr�r6�dislHL,ulion�wilbr��it,�c�hd�.h rm;Mount Lu naire E * T4..*S,quaLre.P#eqPW 11, . . . looiyip, ' ' I 11 . ­ 0-.1 I, ­, ' I . . r -D , * AL SYS'TEVI$�. , za f'abd�,e90 a6invir SHOPPES @ , d6e jorpud(eikally 6mixi 25 2,�:pa.e*nn)'a.',a1*ka'r0a at be "O.0 ve . .. , _ " , " OPTIC 0 ; j � - .W' ' DID 6 Cr ` * 1; frq KOW,_i! � * , pirect;1 "411. . � , - 4-�dir;ah�iou(ioporconl�ntaventobiakqI of 0V abb�o�nkk,-% #plioo to all lateralangi . I . TWljiA6sdimbV -OPTTI.CAL:,SY9TEM5:� Tj*zbjm6n_tgd!.rDfIecf& S�Stisr`l 60insilits Of two 1 J�aho­ ECAW IS.S�iiaf6.Ah,n..MoVM�Ldrnin6ir6 ECW16 ISSii(jare' ir6ct.Wj§II,MoUh1LUmInaIe6 ZA !WffvAst�oibbly , I a %uaM Arm Mounfs Lurninalre ECW16 I usi &H MotffiCLumInaIr& 2 1 1 1 �I� � .''..." I , - .1 , r,jlil ig(i'o�i7.'.'m�)'4..�.",bi6�.fmI dtiWir,-Thi6iop,066EY�ioliiital'o'n sitod ' . os� rouna �...." 11 .1. a,.Sti re'Direot,W ,� , reclsely, . , iggpd t %fiieve: spkip6d � -, 6"jim, , i I !1�1� 1. .. a � ... 9mina 23 .. 3"5_qua.fq� , mirtafro -�000 *'jA.,.?*ssqmV�, &-�0 1he Wmiinaim� ' -i . � . . ' . . . 1 �2$ - . I.. ' - . ..%.qu W mckuntu . .. I 1. � , ECAIS . I 11 goga TvAn Asso 0�0 - ,le'vels pf­hl�h.4. specular a urninua).fooptik p " 61 ,..,o �. .__ )WW . ,,rg,At@M Moprift I _t i'll � ­123 28 SqPareAYm,Mount'Luminairq ECW2a 23, uArq* irpox 0QunilLu - ' .m - Ii , ' h "' ' * ' ' - * f t'slem !s1ioI0,'�,btatqbIiD'In bOq 3' Trip �photsd m')'e . . � ­ � ­ ' * * ikith�a 4h.j,6i'rxfs1apt1QD01g � f�oodoo�.,t�l-numooco.N..�;X,AO50(SzTic�nt)at.pnam albraw0f)(l, I 00M018#40�P010 ­ I—- IE16A , _ . J. . � � , , -' mmalre I I .111i , .0 - I ,. r, .. ' ' WEST r)AKS : - 3 Triple at 0t �pIndtomettle'disfitbatibinlD.7 eiifiliWopt(da t�, 1. SEMkCUTQFF.PERFOHMANCE:* $04,Cttt6ffpbdoiRjotO'ow,�s,alg'm'mm'm'fs�imon whom . .1 1. I .1. � I I . I ­ 1. 1. .1 I ti ., � _ ,. 1. ­."'. _. , li�'dt�.*90%� I.. 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Must supply Comeohlµ SL Solita9k'D111004 Letts': UT 5" .uplift Gardeo LI hting, {800) 227c0758 .:. _ . ,. .: ty'.t.�rt"tOV15,13artC!3r ri0aCt (5j 2�75. .;toa0 tin resnuo9 !lie :dh4 to dbnn " u ni "deal n or• I c nxli,ct:w gfd!rt` eardcW uUn y .. u. u. - }fpti(CntiCNl, j5n11.grillA torn(xmyh fAnlinlNrl9(�r0'Il Ctjln,)1'Ov9fnnn!r(OQfanl: :$Op(9�'.t&:L:nHj{t9r9r Tmddmark ai.AFGlnduafrlas; ,,San TYlarCps,Jx 7esob FAX,"(512)753-7855 0h��6±l:� WCopyrlghtCdrdwU0101g20OV2007:Alt WOWRs'sdr4,d..IntdmAjOonat o{iYdOf!tSopUtrnl:'. WWW,0gttghting;g0rn LIGHTING" 7;9t15 {24j0�Pa~ A;t4enlyta'Cdnpnny. q C ? �� %%xQ t �t; `>i$xr �S 9 { S. Y� 2 ? zSh sy �.. Sep'xi`1y`^`�''4�}`3�3j�'3 •�y'r?�'v {i�'� a'� r; Y Tt1S, i l' S4 ,}�y't4{? i. > `� �L S?�'{ 'i Nb�s ':4u`%n'Jr; t. . rJ, ::n:. 3t 3, :F;..? �•. �'J3 ii t ':::.s f L'r�:?i .>'✓< Ta?J.. v., ::` <Pole Shaft Speciflcatfons Base RIa1Ee.Couerr The pole shaft Is cone -piece A full base cover is supplied. The:iaase coti from a weldable made of automotrveatructural,grade AB _::constructtoi7,'fabricated grade carbon steel structural tubing plastic with UV inhibitor to eliminate color;, hawing a uniform wall thickness The fading It"is rust proof and tamper i`esistant ;pale shaft material shalt conform:#a ASTM A 500:Grade: l3'wifh a minri�tam yield strengthof:46,000 psi The pate sluff has afull length lortgtudipa) resistance Wt=ld.'and is uniformly square" in cross section with fiat sides, 5iall eorne.r radn, and excellent torsion! propert(es. Squaretr�>Eghleet PO Catalog Mounting Height, Effective Pro acted Area' S (Ftctuara iNali Bolt B9.It 0ase Plate. No; (FL).: 80: 90 i00:•: 420 {7 {LxW x HiJ RPSQ-0 4 11.,:. 10.. 25;7 20::8 16:8 11 8; 4 ' 11 RPSQ=_12-4-11'; 12. 20:5 16 6 13:4 9 4': 4 : 11 ' : 9.5 75 x'28 10 x 10 x RPSQ=1.4-4 11; 14" ` 16:6 ' 135' 109 7 7 4 , 1.1 9.5 7S:x°28...10:x 10 RPSQ-f6 4=11`_ 16 `- 13:6 11 0 8' , ,.. 63° 4: 11 9.5; :75'x'28 ' 1Q,x 10 X RPS071.8 4-11 ' 18 11:1 90 72 9.:5 7528 1 O;x 10 RPSQ<2`0.4-11 20 ;. 9 0 733 .., 4 ... , t 1 9.6'.: 75'X`28 1a 10 x .. RPS.Q_20=4 7 20 1:5.9 125 10-,:1 .7:: 4;:; i 9 5°: 75 x:28 10 x 10 RPSQ-20 5 11:: 20_ :. 16 0 12::9 .10 4 7.4; ,.1 11:.0 ' 75 x>28 1.:1. x 11 x "; `RPSQ-' 0-5-7 20 26.4 21 3, i7 2...12:1; 5. <7 11ff ' 1 x40 .1.1 x 11 x 1 RPSQ-254411: 25 41 $3 26, 1:8 4' 11 9.5 75x:28 10.x10.x'c:; RPSQ-25-4 T 25. < 9:7 . 7:8 63 4 5' 4.' 7 9,5 ' 75 z;28 1 O, x 10 x , RPSQ-25 `5=1 fi: 25:' 8s5 6;9 5$ 40 5; , 1•.1 11":0:. 75'x''28 11 x 11 x RPSQ-25-5-7 25 > 175 14:2 1 i ch ... 81 5,::i , : 7 11.0: 1x4Q ' 1:1 X 11 x.1 RPSQ=25 6-7 ' 25 140 12 x 12 X'1 -3Q 5 11 ' 30 ? . 72 3:4 . 2 :7 :.. 1:9 ,. , 5 : :11 . : . 1.1:U.: 75:K28 ,'1.1 x 11 x: RPSQ.-30=5-7. 3Q : =. r 1;x:40 1:1 x.11 X`1 RPS0404T 3.0: 17:9 fi45 11 i7 „ . $:3. 6 : 7 1:1.5: i X:4Q 1:2.X 1 ? x::1' RPSQ``-35=5 7 -35', 6.1 4;9 . 4 0, 2s$ 5e 7 11 A : 1;x'40 1.1 x:11 x 1' 'RPSQ-35-6 7 35 11:8 9.6 77 ;55 0! .7 11:5: 1 x40 12.x 12 x.1 RPSQ=.39-6=7 39 1 7.7 6:2. 4:0 ":7 11'.5: 1140 12 x 12 X 1 *E PA ratings inciude 1 3 gustlactor. Agchar BAttg should be set usmq;factory supplied atjphAr boll tetttpiM13l �5 eq �,��s`��2i'C.s .7rat'-6ss �d�� �i� ti�1 yvr��yv.� �,���, 3c£ � s`S a•�'s�.� 's� t r �,: Yr� ,+ ,�,-tJ �,•,� 5 c 101, P l F ' LC E. f p aENER1IL Eaah Gardco 1 1 luminatre is a wall mounted cutoff. lumtnalre -for EMR:Luminai*res A 7:6g2 29m,12taire q '*,d!scgooa t assem�Yisprovided' high integrity drschag@ ar aoteC fCuorepilllamps lrirerna[ cotripAnents ats for wiring thraugft;fiandult (tiy'others} to'a B64CG fifyarasEant rgenayaffery ;totally dric(a'sed m a dam hgf#t, dtist tight arid,cbftt7Stan, resJstanl hpgsfpg,The padr,l'he fluorescent emergepcybaitery;paaCc MUST ba syppligd �y Gerdc¢ Thy; hausing,backp(ate and:daor:fram�are°di:casi afumthum' A chficeUf-three. 8B9G(a'.option'isrequiradiofieon:iheorderto•thafactbry,.. {3j ap4cal sKstems; is%:avaifa(�le Luminaires�ara'stiitaklefbr wat.loaahons�(damp ioca(lona 1 ip1(!rr( .,: in tfis:everi of,.pd t igterJCrptton the reJnoto,,eln�rgenay taaitety pack 1�114CG)' wfli polder (tj 42W; (i j _2W or (1) 2611V-coinpa.,ci fluciesaerit, lap aC educed,)lght HOUSIN G Singlap(ecesofisirapezottlaidausmgsaredleeasfafuminum,;A teve(sfdramfrnmum'ot'gt7inirigte's:: eten6ve aelr6 seal&thn Ihousin •Wifir die ta:exctude=moisturer :.:.; dpst, «7secfs and ollirtants froir(;the optical system :Q txleck,die,:roast;rtblaed baakplateJ�:;s1p�,t fit„lnatfoe(gngerlatnp,atl(ll�i{ps#,I�ld�. - - tam er tures:;d to• Fl :.6:: MatntQnance Jree;battoryls tatedior amblenl p a .,..owtl g . A„ r. Mmfmum fumina(te startlrjgteinperaturs Is 0'E/18`C Ipdicg(pr Ug}tt ts'uls(b1a Ihiouah the fens; ,A test swifah is accesslble..ihroughlhe door'assambfy.'.fJQTE pQGR Fi�AtitlErA single-place;die cast`:alumfnum 6aor;frame (.'ntegrates #o the 8840:C,diles..not;liear Ctlllebel; itousJpg ftirrrt The der frame Is:hii'ed Eiose�i:and secured tp )he " ' sieiie hda nd ire at r ststai ca ttve.sta(n(ess•steef fa ...,i_� _, .:E?p. hausthg wlih tiyis. t 3J8 (32etti) ,_,, .; .... .... L4 P;HQLDER Pulse *il melluhi base soctiets ale glaaed pbrcelatn wftfl . :... .., �..::�R��e ,,�?..,.. lemperad`:1asslens;andane piece gaskafaremechanitlly sdcured'to the door .: nfcketplatedscraw stiell.I luorescanfsocketsard high temparature PBT with brass° (frame tyithfiour;(4};galvanizedsieel retainers., aomacts':: GPTICAL SYSTEMS 11af1ectcrs are Gompoeed af:spacuJat;;atruded arid, faceted companetitstalectropollshedranodrzed.and sealed: Reflectorsegmentsare FINISH l aeh standard cb(orflrtnibalr tecelvea a fadd and; abrasion Isistani eleatr *111eally applied; tiiermaliy cured; tnglycidai isocyanuiate (iflG} textured` e%t `b :'rrra e u b atfn items: fb:;aahfeve (tte;.wide fhtaw,%°tonvard:throvr sei in ar tie 1 g p c g pa paiyesker• pa�xclerooat Tinlsh..Standard colors include bronze (BBPS,:black (BLRj .d i5r,mecGum Throw dbwnpght dieirlbtih4ns,; whfte-(W % wptai aiuJrilnurt .(NP}end 6e>ge.(B P} Consult fiaiftaf tar ;pees oti . ctist,jr�QoJars, 'EL`.C..TR1CAi_ &talndand uminalres Each high pow6r factor Hitl'care andt I ri :. e.se arate_aam neat; c able;o-pmvfding reliafi(0 tamp. s.th lm ape, :LABELS. Alt 7umtnalres bear QL or CUL (where appitcablel labels, .except a% _,..: ..041'bafa& . ,p _.......: . , , ,. ° starting ;down to 2Q E1-2g°C Componep( tt'raompondnt_t4mnglrnthln:the lumtna(ra ;tytll carry iiq more 1rIai> ao� 41 tend cutreJt#end is itsfed)?y UL for use at 64t1 VAC :::. . ,. , .,..._ ,. a e s u 0 m a itch- k0 t. o ''s W t Locatton nd i is a. t .. hoted.:i arts doWn.appitcatl ri J . e 9 p p. oa . r ;A ',4her(usingFfihe:;aRhonat lnvet#ad Wef LucafioTt components: ac 3o2°F1150°C flr Eli her, "Pt (g disconnects are=listed -y UL Tor use at'.64p VAS; %or higher:'. :;rand d JfuDresr rit' units tSavQ "a star(i(tg tem0ewil.(0 of o°P'I'40k Stahtlara ituarescentbailasts aMhigbpowerfaetore'leftn'icsolid:state4 FULL6t)FOFF,PEOOOM:ANGE RIUb c(( dotmaneemean5ey�y'Ifany'rSshtbilf'ronzvh'ate . zoroauldd�mfonstyatxaUs' uaNx�)eof o oyottgorialty Ihtiuhdort'p �tt06i� ipldm�pB rThsa 6aslo.alrlaterat EM attd EMC LumIbaireIg In (he-0*n Ql palver interruption'mtegrai . , r eti ftafte adcw,il werttl 42Nj,.,(1 32Worifil---f toampaatfl".."; . , doss'irotnumenra ly axcepdYtld jtn palcemrate.veruca[gala.nr0u:.a�aen argl@suraundJt!eluminmre.. lorrtprea's461U1 aftm andota 1,1',. [ampsatreducedl(ghtleveis#oramimmtimaf90rrtnutes'.' ainterIanae:freebattery CU7QFF_PEtiF.,ORMANCE, lid"ncameur r'poo m.rw do ipt.nu�a��uy zs(2s,patet�a�»n` a�tar YQsoa ya °g:4ta;peaatx) at ave i�al snQle nt ettP'at avaradr. Th a ntpGes to aN ta2etal tas:amu d da ra#ell; fol;ambierif'fempEratutes 6 m.#o `3`�°FIO°L`c �Et i') or rtt°FI2{t"G (ENi }• j m he loot lrtdicafor-tight Is vtsittEe xhrough the lens, toaes_t00u..gh X,it_a,bw..s.l•t.(c:. > assemb:t . EMandi.,_..... Mutlo#n*rGL _ .. _............... _. ......._ .......... �7 a •. 1 3/ti eta; g _ 6 U4: Cl; 4. :< 22ae .41,2e cm c i7lalnArt� aoitEauem - f4 rind 3:5' B B9dm -abov -1 a ft mlhafte ndtt9m fanasdawn posrtMAd at 'can r:(s ovate Inahe cegfae.of the funitnalre 7N dth,., •, (..... .) :,.,. ,,.§ h ,.i, , . #, Note Mountln I e. to l ,,,st ,:.. ...,.,.: ..... .. uatur the Walt Sp(has-m'usi.bemgds'.htih�,9.h'ox:#byditer�k�>�Main'tlng;plate.mast-bg:se+suradby,;ma>G.S118".(�746m�dlametaebrttts:(fi�nlharej;stY eityta: '`': �arddo,rJ®titfngress,• ;the .NO. ':cnanas mnistia'U m• tnvcfffy.tiaa dextgn or tta prodYrS:Wfhij4. :GnrdcpcLl;�httng. {800) 227-0758s rufmcatwauspeta4itwr»mria,ryaaon!imngyrawcEfmnrawmaM.propam:sufldBfGaRogEGlu,ea AsliClcMiearkorSaatt k512}753�10a0'. 7radpmnriroiAFCilg4uslris$.,' :'CrGertgM' hdn g"itiot�lar. al r+? +! =:tt��n ad ri to atiariai Ccp;Yrt�..n.tsecu aa; $anvarcos,TX78666 FA:X'(612)75,7855 <. su'3` ww aankwStelightlnpcorn pyL A Q tnh7a:Go ti Oam 7911$14/09Q7 FIXTURE TYPE 'GW' El 171 o,_o,,, FOUNDATION PLAN FIXTURE/POLE ASSEMBLY NOTES: 1. 3000 PSI MINIMUM 28 DAY COMPRESSIVE STRENGTH CONCRETE WITH GRADE 60 RE -BAR. 2. IF WATER IS PRESENT IN HOLE, REMOVE BEFORE POURING CONCRETE. 3. FOUNDATION EXCAVATION SHALL BE BY 24" AUGAR IN UNDISTURBED OR PROPERLY COMPACTED FILL. AN INSPECTION DURING THE CONSTRUCTION OF THE SITE LIGHT POLE MUST BE PERFORMED AND RECORDED BY A CERTIFIED SPECIAL INSPECTOR EMPLOYED BY THE OWNER. 4. MINIMUM ALLOWABLE SOIL BEARING PRESSURE 3000 PSF. NOTIFY ENGINEER IF BEARING PRESSURE IS LESS. 5. AIR ENTRAINMENT: 4 TO 6%. 6. POLE TO BE CERTIFIED FOR 13OMPH WIND LOAD BY MANUFACTURER. 60 DEG. APART (TYPICAL) HORIZONTAL REINFORCING BARS. a VERTICAL REINFORCING BARS. SECTION "A -A" D ETA I L SECTION THRU POLE BASE NO SCALE I a C, d 8 - #6's HORZ. W/ #3 TIES AT 12" O.C. NTS XTURE TYPE "EF" EE SCHEDULE TRAIGHT SQUARE POLE -BLACK 1 " DIA. IOLT CIRCLE 5" SQ. ENTRY HOLE ROUND WIRE LUG BOLTED 0 LIGHT POLE \NCHOR BOLT FURN. BY 'OLE MANUFACTURER ROUND 'LAMP JO. 8 COPPER .,ND WIRE-1 /2" 5/8" x 10' ROUND ROD 'OURED CONCRETE BASE 3,000 P.S.I. MIN. VERIFY DESIGN ACCORDING TO LOCAL SOIL / FOUNDATION REQUIREMENTS INTERPLAN ARCHITECTURE ENGINEERING INTERIOR DESIGN PROJECT MANAGEMENT AA 004320 CA 8660 933 LEE ROAD, FIRST FLOOR ORLANDO, FLORIDA 32810 PH 407.645.5008 FX 407.629,9124 SEAL: ■ s 1 CONSULTANT: REVISIONS: NO. DATE REMARKS Q IN ■. SHOPPES @ WEST OAKS 8800 W. COLONIAL DRIVE OCOEE, FLORIDA ■ COPYRIGHT @ 2006 INTERPLAN LLC RESERVES COPYRIGHT & OTHER RIGHTS RESTRICTING THESE DOCUMENTS TO THE ORIGINAL SITE OR PURPOSE FOR WHICH THEY WERE PREPARED, REPRODUCTIONS, CHANGES OR ASSIGNMENTS ARE PROHIBITED, PROJECT NO: 2006.0735 DATE: NOTES: 1. BEARING STRUCTURE IS ASSUMED AND BASED ON THE MONUMENTED WEST LINE L TA SM LA� TITLE ���J/A _ 4 W. OF THE NORTHWEST 1/4 OF SECTION 27-22 28, BEING. N00 57 0 JL� 2. THIS SURVEY REFLECTS ONLY MATTERS OF RECORD AS PROVIDED BY THE CLIENT DESC%FIP%INV OR CLIENTS REPRESENTATIVE. LOT 4, LAKEVIEW HEIGHTS REPLAT, AS RECORDED IN PLAT BOOK "E", PAGE 73, OF NW CORNER, SECTION 27-22S-28E, THE PUBLIC RECORDS OF ORANGE COUNTY, FLORIDA, 3. THE UNDERGROUND UTILITIES SHOWN HAVE BEEN LOCATED FROM FIELD SURVEY GUARANTEE THAT AGREES WITH REPLAT OF LAKEVIEW HEIGHTS PER PLAT BOOK E, PAGE 73 & SECTION BREAKDOWN SANITARY MANHOLE TOP SANITARY MANHOLE = INFORMATION AND EXISTING DRAWINGS. THE SURVEYOR MAKES NO SHOWN ON RIGHT OF WAY MAP OF WESTERN EXTENSION = " " LESS AND EXCEPT ROAD RIGHT OF WAY FOR HIGHWAY 50 (A/K/A COLONIAL DRIVE). " THE UNDERGROUND UTILITIES SHOWN COMPRISE ALL SUCH UTILITIES IN THE AREA, STATE ROAD NO. 408, PREPARED BY PROFESSIONAL ENGINEERING INC. ON SEPT. 2, 1988, SHEET 1 OF 28. E INVERT 88" PVC = 97.56 E E INVERT 88" PVC = 98.00 NW INVERT 8" PVC = 97.73 S INVERT 8" PVC = 97.97 EITHER IN SERVICE OR ABANDONED. THE SURVEYOR FURTHER DOES NOT WARRANT THAT THE UNDERGROUND UTILITIES SHOWN ARE IN THE EXACT LOCATION INDICATED ALTHOUGH CONSULTANTS, NOFND. #N&D EDGE OF WATER \ s9S�o. TELEPHONE Z Z W INVERT 8" PVC = 97.82 �Q, D.r SDo — CONTAINS 368,368 SQUARE FEET OR T BREAKDOWN 8.4566 ACRES MORE OR LESS. HE DOES CERTIFY THAT THEY ARE LOCATED AS ACCURATELY AS POSSIBLE FROM 05/04/05 VAULT _^ SAN SAN— N. LINE, NW 1/4, SECTION 27-22S-28E PER SEC ION SAN SAN o wg I Soo INFORMATION SHOWN ON WESTERN E ENS ION O I STATE ROAD 408, SHEET 1 OF 28 NORTH R/W LINE INFORMATION AVAILABLE. THE SURVEYOR HAS NOT PHYSICALLY LOCATED THE 'o I re ' M 1, I UNDERGROUND UTILITIES. LAKE 9°6 CONC _ I�f 1� �N o - - - LOTUS x FLUME �, e N a �:� CW 10�, 5' CW 711.62 �_ g i 9-o - 110 15 �J f0.30 111 1 ow 0 w - - -o -o--- e - - sr — ' ei x- ew ew - = - ow- vw x e ow THIS SITE IS NOT IN A FLOOD PRONE AREA ZONE X BASED ON FLOOD °"' ow �� — °w °w L N T w ° -p - f05.00 ,p81 105'7 ��!0 - io6.75 107.81 10'S —� ]09.4 "''S 110.49 i 9 0 l IGN o 98.72 104.17 103.17 105.0561x108 .42 x110.49 4 INSURANCE RATE MAP, PANEL NO. 120185 0220 E, CITY OF OCOEE, FLORIDA. 91.9 s� - s s1.2s 95.0 ° 5.00 11 94.72 98. x95.87 z 96.20 --<----g•gp sss7 996 130 S° 5D 1o5.r ASPHALT ^� iO3.48 104.50 104.50 CONC FLUME x105..7 x07.66 f06.70 f07.68 109.21 110.06 107.3 108.77 109.5 B ° s e< 5.80-95•22 97.71 97.13- x - - - - �101 t0i S APRON 24" RCP a.B ______ x --- _jTB-_--_-------xit1.2 5. ELEVATIONS BASED ON ORANGE COUNTY DATUM, BM # TP 6342, BEING: 88.253 9265x-S _ _ - �T -c -e�91 � - - 1 q� 02w INV = 99.22' alb (0 —5.63 105,14'� 107.44 E/P 108.78 S.s1 yyHITE LINE 1 to.o5 �111.05 FEET. GUARD -/v.�� SAN --a) 6. 96.33 SAN 99.92 �? .O INV = .102.79' .� p�' ` S89'42 52 E 2662,24� 108.98 WHITE LINE RAIL 9v9 E/P 9�'�p9 9 11107.17 6, ACCORDING TO FLORIDA STATUTES, CHAPTER 472.025, A LAND SURVEYOR SHALL w N. gg,g4 LINE, LOT 4 ' 105.54 645.5 PLAT STATE' ROAD NO. 50 �50 _R yY 110 tL31- Y LLB OW LINE NOT AFFIX HIS SEAL OR NAME TO ANY PLAN OR DRAWING WHICH DEPICTS WORK WHITE LINE N 95.77 - - 97.89 - - - - _ _ _ 1 00.27 — - --102.66 102.47�x 102.66 - - - - - - - -to, - - - - - - EAT _ _ -- _ - - - _ - - - - - - - -�1. WHICH HE IS NOT LICENSED TO PERFORM OR WHICH IS BEYOND HIS PROFESSION OR 96.32 97.86 x 1o2.s3 S 89'S9'47" E 105.55 YELLOW LINE 7x WHITE LINE SPECIALTY THEREIN. THEREFORE, WE ARE UNABLE TO CERTIFY AS TO MUNICIPAL ZONING COMPLIANCE, INTERPRETATION OF ZONING CODES OR THE DETERMINATION OF 9s•8 WHITE LINE L YELLOW LINE 98.05 ( 0,`° �°�' 7505 (PER FLORIDA STATE ROAD DEPARTMENT -RIGHT OF WAY MAP -JOB N0. 7505-105 � yi DATED 4-11-46, SHEET 3 107.22LESS ROAD R/W 109.15 WHITE LINE E/P F I — T T E/P 102.27 I ZONING DATA DISTRICT: C-2 (COMMUNITY CON, AUTHORITY: CITY OF OCOEE MINIMUM YARD REQUIREMENTS: FRONT: 50' SIDE: 10' STREET SIDE: 25' REAR: 20' MAX HEIGHT: FAR: NE CORNER, NW 114, SECTION 27-22S-28E VICINITY MAP N. T. S. VIOLATIONS THEREO N 96T.37 101.96 110. 41 E/P ^ T T r T -- T`— r `:- r rl r SAN SAN - / o '09.2 _ 'qN SqN 4 �N SAN SAN `{`-- 9Q� SAN SAN sA o EASEMENTS AND APPURTENANT EASEMENTS FROM THE SCHEDULE B—II 7. THIS SURVEY MADE WITH BENEFIT OF COMMITMENT FOR TITLE N0. FA .6 1505, WHITE LINE vi . 9 74 T 6 r roe 98.7 q OT 100.5 �Q� D3''sgN Ir - 1 Are- r r r --- ito.4 I FOC FOC -- i� C..._,__ _ FOC FOC F- FOC-3— FOC ` FOC FOC FOC 1` �°� ti rn pjO I -- .6 C, t q _- �qN-- --sN Foy _Fjoj�,� Foc Foc 105 8 %F- 1 ---- / "110•1 coNc _ __ " x_ OF THE TITLE COMMITMENT REFERENCED HEREON: D� 01' FND. 5/8„ IR F c� 7013- _ F- r ---� s�__---173----------- 1----112c�'�- ^--- ,k EFFECTIVE: DECEMBER 4, 2006, ISSUED BY FIRST AMERICAN TITLE INSURANCE cvAR h I x95,t qSHELTER-112----------9"- -- 'ti Rq�G h LB # '1856 1 I x FM FM FM FM - F " - F� -_ - `1 0. -`- - 1 1 3- COMPANY. �� Tv TP tOt.fi �N 89'47 40 E _ 64 .29 ME�\S --_= w w w w w -"u2Z_ w w -`'` w ---�_ 1 - w _--r 4-- !� e a I 98.3 _- + - - -- - - 9. PROVISIONS OF THE PLAT OF PLAN OF LAKEVIEW HEIGHTS RECORDED IN PLAT ..-� STOP gTo 7 w T w/ w' w /J� ` 114.8X F 774.7-- x --X--- _ x BOOK E, PAGE 39; AND LAKEVIEW HEIGHTS REPLAT, RECORDED IN PLAT BOOK E, BARQ N 89a46'49" E 645.09'--CALC- __ - P 1.3' 11° ti ti 115'110 -`'Is SITE BENCHMARK y2 -N95. ' - 1r ,�,`yl- PAGE 73 OF THE PUBLIC RECORDS OF ORANGE COUNTY, FLORIDA. (AFFECTS AS "BOX CUT ON CW n ^ 97.0 LEGEND ELEVATION = 96.63' h 4' IRE 1$ 1` • 1 i x J X � \ ) �N 2 g 97.3 19' 01, q°I 100.6 F NC% x10y1 X° / " " k° �� 70 AR€ia DESCRIBED IN _oX A14.9 ,- ,g$ �y1 SHOWN - AIR RELEASE VALVE 9613 900� a �� ' x98.3/ X 1025 / �/ ��°,�ti° .` B 8316, PG 1654 �` FND%2" IR X 1 - MITERED END SECTION I A °� 9k g , x LB 68 coNc 10. EASEMENT GRANTED TO FLORIDA POWER CORPORATION BY INSTRUMENT RECORDED 2 - AUTO SPRINKLER ® - MONITORING WELL 86 - BOTTOM OF BANK N&D - NAIL & DISK BC - BACK OF CURB NGVD - NATIONAL GEODETIC ..jam - BACKFLOW PREVENTER VERTICAL DATUM BLK - BLOCK NTS - NOT TO SCALE BFP - BACK FLOW PREVENTER OHE - OVERHEAD ELECTRIC BM - BENCHMARK OL - ON LINE 0 - BOLLARD ORB - OFFICIAL RECORDS BOOK BPC - BURIED POWER CABLE OW - OVERHEAD WIRE CALC - CALCULATED OWK - OVERHEAD WALKWAY C&M - CALCULATED & MEASURED pB - PLAT BOOK A - CENTRAL ANGLE PC - POINT OF CURVATURE CBW - CONCRETE BLOCK WALL pDOT -PER DEPARTMENT OF CC - COVERED CONCRETE TRANSPORTATION R/W MAP CF - CONCRETE FLUME PEP - PER ENGINEERING PLANS CHW -CONCRETE HEAD WALL PG -PAGE CF -CHAIN LINK FENCE pi _ POINT OF INTERSECTION - CENTERLINE P&M - PLAT & MEASURED CM - CONCRETE MONUMENT POB - POINT OF BEGINNING CMP - CORRUGATED METAL PIPE POC - POINT OF COMMENCEMENT CO - CLEAN OUT PP - POWER POLE COL - COLUMN PS - PARKING SPACES CONC - CONCRETE PT - POINT OF TANGENCY COVD - COVERED PVC - PLASTIC PIPE 96.4 �� z 91� 0`O x i S CONC -� 01 3 Z o • RETAINING 96 4 90• of h rn S NWALL 9g. p0 n I C 9 96.4 a o,"pLSO O 9707 .4 1 91?h 1,50 .4 91�� a FRAME C1 ^' GUgRO HOUSE 71.6' 116 0 91h A m m � L*4P° 18„ o \o \Q2 50, SETB CK LINE ll I. 9 \Oti x10`%' 100x x` x x x X = 0 \`t,6 x � O � 1o`y \°x x x x x x \. x 11b ° RCP 97.80 CP - CONCRETE PAD R - CURVE RADIUS q a CW - CONCRETE WALKWAY RP - RAMP D&M - DEED/DESC & MEASURED RCP - REINFORCED CONCRETE PIPE E DE - DRAINAGE EASEMENT R/W - RIGHT OF WAY 04 DESC - DESCRIPTION O _ SANITARY MANHOLE 18 \ - DOT INLET SAN - SANITARY LINE / J RCP w DP - DUMPSTER PAD SDO - SHOWN FOR DIRECTION ONLY DW - DRIVEWAY SN - SIGN 99 26 - ELECTRIC METER SWF - STOCK WIRE FENCE N EB - ELECTRICAL BOX 00.00 -SPOT ELEVATION ESMT - EASEMENT -SO- - STORM/DRAIN LINE E/P - EDGE OF PAVEMENT - STORM MANHOLE �6, METAL FIRM - FLOOD INSURANCE -T- - UNDERGROUND TELEPHONE o LID - RATE MAP > X_ FFE - FINISHED FLOOR ELEVATION F - STORM INLET 100.3 0 99,86 FH - FIRE HYDRANT TB - TOP OF BANK FL - FLOW LINE TP - TRAFFIC POLE p° x y 100.60 - FLOOD LIGHT -a- -TRAFFIC SIGN 0 FND - FOUND X 10071 O FOC - FIBER OPTIC CABLE T� -TRANSFORMER/JUNCTION BOX 100.57 0 FP - FLAG POLE TR - TELEPHONE RISER vi -G- - GAS LINE TSB - TRAFFIC SIGNAL BOX In 0) ® - GAS METER TSW - TRAFFIC SIGNAL WIRE 18 101.50i - GUY WIRE ANCHOR TV - CABLE TV RISER HANDICAP PARKING TYP - TYPICAL RCP HR - HANDICAP RAMP UE - UTILITY EASEMENT 938 RBP�. 101.72 INV - INVERT ELEVATION UP - UTILITY POLE 94.4 x / 5D x H IP - IRON PIPE -W- - WATER LINE I `Q `,p1. IR - IRON ROD WF - WOOD FENCE INV = 93.16 2 JB - STORM JUNCTION BOX WLF - WETLAND FLAG 94,7 Im L - ARC LENGTH WS - WOOD SHED h ^CUF 93 2 a, -t - LIGHT POLE 1►f - WATER VALVE TBj/ " x 11-T8 LSA - LANDSCAPED AREA WATER METER 93.4 I MEAS - MEASURED # - NUMBER / MF - METAL FENCE ® - EASEMENT NUMBER ML - METAL LID / MS -METAL SHED / / 103.3x / RETENTION AREA X96.4 / 94.Ox // `/ �s 7.9 1 / x 93.0 / 93.1- // h / 1A 97.31 / SURVEYOR'S CERTIFICATE 95.4x / 99.8. o? ! / x, o TO: FIRST AMERICAN TITLE INSURANCE COMPANY; X93.6 / ,' j 106.23 AMERITITLE; ALD1, INC.; // 935x 06 o / . \y %�Pia THIS IS TO CERTIFY THAT THIS MAP OR PLAT AND ° 01 0 THE SURVEY ON WHICH IT IS BASED WERE MADE IN ACCORDANCE WITH THE "MINIMUM STANDARD x s3.a 0) - o�X �11 o �� 101 0 01 DETAIL REQUIREMENTS FOR ALTA/ACSM LAND 199'6 x^ 0 TITLE SURVEYS, " JOINTLY ESTABLISHED AND foss ADOPTED BY ALTA AND NSPS IN 2005, AND RETENTION AREA TB LU -��, 107.33 _ ti^ INCLUDES ITEMS 1, 2, 3, 4, 6, 7(A), 7(31), 7(C), s 108.0 8, 9, 10 AND 1 1(A) OF TABLE A THEREOF. 1os 1 El 411. PURSUANT TO THE ACCURACY STANDARDS AS 1os.2 x o ADOPTED BY ALTA AND NSPS AND IN EFFECT ON 14''' 3� THE DATE OF THIS CERTIFICATION, UNDERSIGNED 26 " 107.87 FURTHER CERTIFIES THAT IN MY PROFESSIONAL / i' �Qo '' o N of OPINION, AS A LAND SURVEYOR REGISTERED IN M o�� v"' f o o %� THE STATE OF FLORIDA, THE RELATIVE POSITIONAL N^ �Q a M� X ACCURACY OF THIS SURVEY DOES NOT EXCEED M3� THAT WHICH IS SPECIFIED THEREIN. DATE: ---------------------- of Orlando _[-nc., LB 4-475 2012 E. Robi-nson St. Orla-ndo, Florida 32803 PHONE FAX (407) 894-6314 •(407) 897-3777 THIS SURVEY MEETS THE "MINIMUM TECHNICAL STANDARDS" AS REQUIRED BY CHAPTER 61 G17-6, FLORIDA BOARD OF LAND SURVEYORS, PURSUANT TO SECTION 472.027 OF THE FLORIDA STATUTES. "NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF THIS FLORIDA LICENSED SURVEYOR AND MAPPER." ,,,,, x x x x i x X x y x tig ti~ !JS o � %� j R j r C %� �T d7- 10090 n FE CIEE x ��b x°00 xx1ry6 �/11xT1 b lJ /�J Ox lJ 4� o 0 / 00.68 6 " 0 ~ \ 1� tV 1`y L1i 1 N i' 114 �NO D UII DING W 4 `° `� x x x x x x n x x W S CONC �1`n° J O ,Q / e 01.86 / :5U QQ / LL ,^ h OHEOHE QO N O ,001 1101' 1,1� ,11•• W jt7 O M °0 x x x x y0x x O. x 000 s y 1 �O .. 1'/+ 00h ,�p06 1'.Ory \11� 11,� ,,1•Q 111, 1 \ 04 3 ,. ` x x x x x X / L" J ;n Lr) 00 1 N �� 04.9 z N ZU_ W w4.40 o z I N L0 0 o Z 0 106 10° X ?� W X " b 0 0° U) pb Q ) 0 L) I ~ �cnYZo �.7'E. O `1' � �m2 •<hJ W��• x x x Lil w o z to Vp J 2 L7 ?i CL 0 � 19 o N 1 1°0' rn D o 0'y x \° x 4.5' CLF SITE BENCHMARK #1" "TOP OF CM ELEVATION ° F CM o LB 1221 7 0.5 _ 112 111 1`'�� 0x ` X —110 x x .° ' �� x 1°a X x;� X _'_-109 - _ �-/ / / �pbo 1°00 ,°06 x 1°01 x O,x 10Qro 1�0� x x¢' x x \°01 108 20' SETBACK LINE ' t —__ — 107 640.5' PLAT 106- -----' N 89'53'46" W ---- 642,9,3' CALC 105----'-"-'-- N 89'54'14" W— 642.95' MEAS„-- ti ALSO: FND. 51/8" IR y1 6ti IN RECORDED IN OFFICIAL RECORDS BOOK 3449, PAGE 1346; AS AFFECTED BY: Ill(0.26' W,0.18' N) ,`� 1`15• QUITCLAIM DEED RECORDED IN OFFICIAL RECORDS BOOK 7329, PAGE 1008; AND �,�� FND. 4" X 4" CM CO SUBORDINATION OF UTILITY INTRESRS, RECORDED IN OFFICIAL RECORDS BOOK 8316, x 0 x LS 1585 J ,1h• (0.45' E. 0.05' N1 1 PAGE 1654 PUBLIC RECORDS OF ORANGE COUNTY FLORIDA, (AFFECTS SUBJECT ,ya Ld xPROPERTY AS A BLANKET TYPE EASEMENT 10 FEET IN WIDTH, LYING 5 FEET EITHER 1145 1y, SIDE OF THE GRANTEES FACILITIES; ANY ABOVE GROUND EVIDENCE OF SAID EASEMENT X x x J 1 1 1 IS SHOWN HEREON)(ALSO AFFECTS AS SHOWN) x J x x x U ,`h� m 11. TERMS AND CONDITIONS OF THE ORANGE COUNTY/PRIMA VISTA UTILITY COMPANY, x INC., SEWER SERVICE TERRITORIAL AGREEMENT, RECORDED IN OFFICIAL RECORDS BOOK W Ld 3894, PAGE 1363; AS AFFECTED BY; FIRST AMENDMENT TO ORANGE COUNTY/PRIMA VISTA UTILITY COMPANY, INC., SEWER SERVICE TERRITORIAL AGREEMENT, RECORDED IN Cn /- OFFICIAL RECORDS BOOK 4702, PAGE 2589; SECOND AMMENDMENT TO ORANGE ,`°6 ,`°� 110� COUNTY/PRIMA VISTA UTILITY COMPANY, INC., SEWER SERVICE TERRITORIAL AGREEMENT, x x x h� o -'0N° x RECORDED IN OFFICIAL RECORDS BOOK 5896, PAGE 3531; AND THIRD AMMENDMENT x 11y 11y 11� 015 � TOORANGE COUNTY/PRIMA VISTA UTILITY COMPANY, INC., SEWER SERVICE TERRITORIAL x x x x1111 . o AGREEMENT, RECORDED IN OFFICIAL RECORDS BOOK 6432, PAGE 2130, PUBLIC ` RECORDS OF ORANGE COUNTY. (FLORIDA, AFFECTS SUBJECT PROPERTY AND IS NOT 1,h1 175 PLOTTABLE) x 11a9x x LU C 12. TERMS AND CONDITIONS OF THE ORANGE COUNTY/CITY OF OCOEE WATER SERVICE W / ao , _ _1 1 -� - TERRITORIAL AGREEMENT, RECORDED IN OFFICIAL RECORDS BOOK 4034, PAGE 291; AS U- 4 0 1y. AFFECTED BY FIRST AMMENDMENT TO ORANGE COUNTY/CITY OF OCOEE WATER SERVICE I Q_ a x TERRITORIAL AGREEMENT, OFFICIAL RECORDS BOOK 4702, PAGE 2576; SECOND CL.6 114 5 �X x`1� `1 - � C) %`�9 11�� °' i AMMENDMENT TO ORANGE COUNTY/CITY OF OCOEE WATER SERVICE TERRITORIAL x`\ _x `, 1`° � i � x AGREEMENT, RECORDED IN OFFICIAL RECORDS BOOK 6432, PAGE 2116, PUBLIC t x o � w RECORDS OF ORANGE COUNTY, FLORIDA. (AFFECTS SUBJECT PROPERTY AND IS NOT Lo "' / Cam, a N a z PLOTTABLE) w w - O °p N w o 13. TERMS AND CONDITIONS OF THE CONSTRUCTION AGREEMENT, RECORDED IN n OFFICIAL RECORDS BOOK 4102, PAGE 336, PUBLIC RECORDS OF ORANGE COUNTY, W FLORIDA. (AFFECTS SUBJECT PROPERTY AND IS NOT PLOTTABLE) tt' o x 11�r1, 11�ry x w x xN x1 1�� z '1 icy 14. TERMS AND CONDITIONS OF THE ORANGE COUNTY/CITY OF OCOEE WATER SERVICE a N w o °p TERRITORIAL AGREEMENT, RECORDED IN OFFICIAL RECORDS BOOK 4102, PAGE 367; AS - - - o LO _ AFFECTED BY FIRST AMMENDMENT TO ORANGE COUNTY/CITY OF OCOEE WATER SERVICE _ _ _ _ _ _ _ _ --113----W�-- x---- TERRITORIAL AGREEMENT, OFFICIAL RECORDS BOOK 4702, PAGE 2576; SECOND " \1� 772Q x_v �' AMMENDMENT TO ORANGE COUNTY/CITY OF OCOEE WATER SERVICE TERRITORIAL z AGREEMENT, RECORDED IN OFFICIAL RECORDS BOOK 6432, PAGE 2116, PUBLIC RECORDS OF ORANGE COUNTY, FLORIDA. (AFFECTS SUBJECT PROPERTY AND IS NOT L0 PLOTTABLE) k k Q g 1°0 110 \ 1,�h O 11`L x ` 11� x 1° x x x x x z J o x 15. EASEMENT RECORDED IN OFFICIAL RECORDS BOOK 4171, PAGE 3713; AS Liz N AFFECTED BY. EASEMENT MODIFICATION AGREEMENT RECORDED IN OFFICIAL RECORDA BOOK 4229, PAGE 1167, PUBLIC RECORDS OF ORANGE COUNTY, FLORIDA. (AFFECTS SUBJECT PROPERTY AS A BLANKET EASEMENT FOR WATER PIPE INSTALLATION) 16, TERMS AND PROVISIONS CONTAINED IN SEWAGE PUMPING STATION EASEMENT x x O�x `° �'12,\ W AGREEMENT RECORDED IN OFFICIAL RECORDS BOOK 4286, PAGE 3191, PUBLIC 110_ RECORDS OF ORANGE COUNTY. (FLORIDA, AFFECTS SUBJECT PROPERTY AND IS NOT s' cLF 0 1� 6 1 1` (�-----------FL-OTTABLE) 1 1 1• 11. 11. \ X X` x1, x x` � X U 109 �I \ I FND. 6"W 6" CM \I \\ 8' CLF�LB 1441` `x� ' 1`1 ��- Current ,BOUNDARY SURVEY DATE: 10130107 1`10 111.01 � 1`1 w 104 � x try s per Florida Statutes 61 G 1 7— 6.003 2d °ry° °ryo ,°ry; ,°ry I011' ate ros �o� °x� lo, ,°�vx � x i X - - T -109- 1 DATE: REVISION BY: 11 12 11 1n7 ADDED SANITARY MANHOLE JB RETENTION AREA I TABLE OF INVERTS L 0T I o # TYPE TOP DIRECTION SIZE/TYPE INVERT A FOOT INLET 97.83 WEST 18" RCP 94.06 OWNER: FIRST BAPTIST CHURCH IOF PINE HILLS, INC. Q B FOOT INLET 97.88 EAST 18" RCP 93.98 PARCEL J28-22-27-4880-00-030 = SOUTH 18" RCP 93.92 i 0 C FOOT INLET 102.03 NORTH 18" RCP 93.41 EAST 18" RCP 93.21 WEST 18" RCP 97.83 D FOOT INLET 101.94 WEST 18" RCP 97.72 W. 1/4 CORNER, SECTION 27-22S-28E � k CERTIFIED CORNER RECORD #0038991 FND. N&D JWG Si LINE, N�N INFORMATIG?N 1/4, SECTION 27-22S-28E PER SECTION BREAKDOWN SHOWN ON WESTERN EXTENSION OF STATE ROAD 408, SHEET 1 OF 28 LS W 1585, W 1819, W3186 S89'3 - '�"W2620.45' I 1217107 ADDED SANITARY MANHOLE TRKII I 10130107 RESURVEY, ADD NEW TITLE COMMITMENT TRKII LOT 6 SE CORNER, NW 1/4, SECTION 27-22S-28E 8/6/07 RESURVEY TRKII 7131107 CLIENT COMMENTS SAH 7-14-07 ADDED ADDITIONAL TOPOGRAPHY TRKII 5124107 ADDITIONAL TOPOGRAPHY TO WEST SAH 7-28-05 ADDED CERTS DCM 5-4-05 ADDED OFFSITE IMPROVEMENTS & ELEVATIONS ML 3-7-05 ADDED TREES AND IMPROVEMENTS TRKII 05-13-99 REVISED (PREVIOUS ISSUES ARE NULL & VOID) RCJ 01-08-99 REVISED ELEVATIONS PREVIOUS ISSUES ARE NULL & VOID RCJ B0UjVR4RY & LOCATION S'MVL'Y SCALE: 1." = 50' CF# OCE-73LOT4 JOB 5DO969 DATE: 11-18-98 DRAWN BY: JTH PREPARED FOR: ALDI, INC. FLORIDA DIVISION LOCATION: 8800 WEST COLONIAL DRIVE (SW CORNER OF COLONIAL DRIVE AND WOODLAWN CEMETERY ROAD), OCOEE, FLORIDA. FILE NUMBER: REPLAT OF LAKEVIEW HEIGHTS m C a� c co Cr ` to o 6. „o O c 0 ° (D rr- oc'a p 'c as 0 CM a E 05, 0 U o o y`o o o. 0 > �- - O y 'O ai a c c 0 C- Cl ar a� (1) $ o 0 m E .0 50 = y C O o E aE�`a <0.1 C F H a7 F- Q) O O vi OUj NL 6 E o G y v o r .E > o' a ,M .°�,-' a to O L M o ,� cuss 21 s �0� E��� c c w o E oe M c0i T: c :n a Lows o�� N C Vl E CL a3 N O in °00 C N � O — m BEN= 0. `►- r.. U O a) VN (OD .0 N �WQN E..- >= Q N r C co cv- O O O 0 '0 U G O 0 (j > �= C 0 a n= = o o F' 0 0 3 L �� o g c ai C U 3 O N U E C L a to t` V <0 CD '.0-2 c 0 (3 E Q(D.0QL 0 m C moEu� .o`oo M~ L 010 c > = U N � V CO U VOoJ 0 CL oas0C"D s 0 Or- r p _ OC y C N v 3 O 1= ,o 0.0 a c •0 c o a� 2 d :2 45 vi 0 3 E Q °c o 2yw� o c'� c 0 U _ df -oaaa)o0vN U � to N t0 N N C) fl. ca = � aD ca:•:E a �aci�'3vi c M ° N rr1 0 01 as E w i•i 0-0 .a O ` > O c as o o O E- c ai 0 00 N Q) E :5 2 N .� C La r of O 0 0 'C 2 d > O L L a.. > M E c WEST ELEVATION SCALE: 1/16" =1'-0" 16,500 SQ. FT. MERCANTILE BUILDING BY OTHERS (N.I.C.) SOUTH ELEVATION SCALE: 1/16" = 1'-0" NORTH ELEVATION SCALE: 1/16" =1'-0" 16,500 SO, FT. MERCANTILE BUILDING BY OTHERS (N.I.C.) 16,500 SQ. FT. MERCANTILE BUILDING BY OTHERS (N.I.C.) ST ELEVATION : 1/16" =1'-0" 16,500 SQ. FT. MERCANTILE BUILDING BY OTHERS (N.I.C.) +34'-02" T/ ROOF +00'-00" T/ SLAB +22'-CU' T/ PARAPET +00'-00° T/ SLAB 429 South Keller Road #200 Orlando, Florida 32810 Phone ................. 407-660-2766 Fax .................... 407-875-3276 Website ........ www.scottarchitects.com License Number ........ SL#AAC001155 0 Copyright 2008 The Scott Partnership Architecture, Inc. All Rights Reserved Worldwide. CONSULTANT PROJECT TITLE W • Z W W Z U W — Q® � Q Z� I- F— 00 O to W -j-j O L.1.. U L1 w (.) <C W < 3: O WCL O w w ii U♦] 600 0 v / W SEAL tIE eb 13 . Scott AR0008232 FLORIDA Kimberly Sue Day, AIA FL. REG. # AR0091738 INFO .'REVISIONS # I DATE DESCRIPTION i ---- I — — --L------- I I . I i I � I I DRAWN BY: eww CHECKED BY: ma DATE: 2008 feb 13 SHEET # EXTERIOR ELEVATIONS A3�1 JOB NUMBER: 07123 ITEM NUMBER IV. D. PUBLIC HEARING Orange County Ocoee Telecommunication Tower 1. Special Exception _ -fr,__ , Mayor S. Scott Vandergrift City Manager Robert Frank STAFF REPORT To: Planning & Zoning Commission From: J. Antonio Fabre, AICP, Principal Planner Date: March 5, 2008 Subject: Orange County Site Plan for Special Exception: Ocoee Telecommunication Tower Facility Case #: 2-08-SE-014 Issue: Commissioners Gary Hood, District 1 Scott Anderson, District 2 Rusty Johnson, District 3 Joel F. Keller, District 4 Should the Planning & Zoning Commission recommend approval of a Special Exception to permit construction of a telecommunication facility utilizing a lattice tower located in Area Three of the (Map 5-19) Telecommunications Service Facilities Location Map? Background: Parcel Identification Number: 19-22-28-0000-00-042. Property Size: Land area for the subject parcel is approximately 7.64 acres. The actual lattice tower will occupy a small portion (75 feet by 75 feet) of the property located on the southwest corner of the site. General Location: 475 West Story Road. Current use proposed use, unique features and consistency with the adopted Comprehensive Plan for the subject property: The subject property is currently the location of the Orange County Services Building and accessory uses. Orange County Public Safety Communications has proposed a telecommunications facility utilizing a 280 feet high lattice tower. The Future Land Use classification for this entire property is "Public Facilities/Institutional"; current Zoning classification is General Commercial (C-3). The property is also located in Area Three as designated on the (Map 5-19) Telecommunications Service Facility Location Map. City of Ocoee • 150 N Lakeshore Drive • Ocoee, Florida 34761 phone: (407) 905-3100 • fax: (407) 656-8504 • www.ci.ocoee.fl.us Meeting Date March 11, 2008 Case #: 2-08-SE-014 Page 2 of 4 The proposed use of a Telecommunications Service Facility utilizing a lattice tower requires the applicant (Orange County BCC) to submit a Special Exception application with corresponding Site Plan. The proposed Special Exception location under Section 5-19 is consistent with the Future Land Use Element of the Ocoee Comprehensive Plan. The current zoning classifications and actual uses of parcels surrounding the subject property: Direction Zoning Classification Actual Use North I-1 One-story commercial establishments with a mixture of uses (restaurants, personal services, mini -storage warehousing, etc. East C-3 Manhein Auto Auction South C-3 Manhein Auto Auction West C-3 Manhein Auto Auction Discussion: The City of Ocoee has determined that the use of conventional zoning classifications are inappropriate for the permitting of telecommunications service facility locations. Accordingly, the City adopted Map 5-19 "Telecommunications Service Facilities Location Map," which is used for permitting the location and types of telecommunications service facilities within three areas (Areas One, Two, and Three). Area Three is the least restrictive of the designated telecommunications areas, which allows for lattice type antennas with a maximum height of 200 feet. The Applicant is requesting a Waiver from this height restriction (by 80 feet) due to the technical feasibility of the proposed radio 911 emergency response systems. Therefore, the Applicant justification for the height waiver is strictly based on public safety for the local citizens of this area. Special Exceptions are defined in Subsection 2-4.0 (282) of the City of Ocoee Land Development Code as: A special exception is a use that would not be appropriate without restrictions throughout the zoning division or district. However, if controlled as to number, area, location or relation to the neighborhood, would promote the public health, safety, welfare, morals, order, comfort, convenience, appearance, prosperity or general welfare, such uses would be appropriate. (Emphasis added) In accordance with Section 4-8 and 5-19 of the Ocoee LDC, staff must also consider the proposed use in relation to the compatibility with surrounding land uses. Additionally, Staff must also evaluate and consider the new telecommunications service facilities in order to promote, protect, and improve the public health, safety, general welfare, and aesthetics of the community by addressing their significant aesthetic and safety impacts. Meeting Date March 11, 2008 Case #: 2-08-SE-014 Page 3 of 4 Staff conducted an analysis to ensure land use compatibility, appearance and visual impact of the proposed telecommunications service facility. A map was provided by the Applicant that depicted the pattern of adjacent land uses and the roadway network within a 660 feet radius of the proposed location. The depicted area shows a mixture of light industrial, warehousing, and commercial uses. Before and after pictures were also submitted to depict its visual appearance. The pictures contained color photo -simulations of the proposed facility. Each elevation indicated the approximate height and location of the proposed facility in relation to the existing skyline, viewpoints, and view corridors. The proposed site plan shows the required landscape buffers, landscaping and setbacks requirements. The fencing surrounding the facility will be 6 feet high decorative metal painted black to properly screen the telecommunications equipment. The Applicant is also requesting the ability for the tower to co -locate other private cell providers. These private cell providers will be limited to the 200 feet height constraint of the Area Three district. The tower will be limited to a total of 24 antennas per Code. Development Review Committee Recommendation: On February 28, 2008, the Development Review Committee reviewed the "Orange County Site Plan for Special Exception for Ocoee Telecommunication Tower Facility" date stamped February 26, 2008. There were several technical issues to be addressed from the Planning Division that were identified in written staff comments and presented verbally. All of the issues were discussed and a few minor changes to the Plan were agreed upon. It was further emphasis to the Applicant that Area Three allows for a maximum height of 200 feet for lattice towers. Therefore, this tower would require a waiver from the Land Development Code for its proposed height of 280 feet. The Police Department agreed to speak to the Commissioners during the formal meetings on the 911 public safety aspect of this tower. Charles Smith, Utilities Director asked about being able to use the tower and the building for his new meter reading system. The Applicant was receptive to this request; however, additional technical information would be required to see if it is even feasible and an agreement between the applicant and the City of Ocoee Utility Department will be needed to handle any potential issues that may arise in the future. During the DRC meeting, the Applicant also asked for additional waivers from the Code; specifically, deleting the decorative fence and landscaping around the tower. The Applicant stated that no one will see the area and there is already a chain link fence installed. Discussion ensued about alternate methods of screening such as screening the current fence with vines. Nevertheless, due to the public hearings already scheduled for this project, staff does not have the time to evaluate another Site Plan with an alternative screening proposal. Staff has agreed that the Applicant should forward this waiver request to the Commissioners for their formal consideration and motion. When the discussion was finished, the DRC voted unanimously to recommend approval of the Special Exception Site Plan date stamped February 26, 2008, subject to approving the height Waiver request, the developer making changes discussed at the DRC meeting and specified in the staff review memorandum. Meeting Date March 11, 2008 Case #: 2-08-SE-014 Page 4 of 4 A revised Preliminary Site Plan (date stamped March 5, 2008) incorporates all of the requested Site Plan changes. Staff Recommendation: Based on the recommendation of the DRC, Staff respectfully recommends that the Planning & Zoning Commission recommend approval of the Orange County Special Exception for Ocoee Telecommunications Service Facility utilizing a lattice tower located in Area Three of the (Map 5- 19) Telecommunications Service Facilities Location Map, subject to approving the height Waiver request. Attachments: Location Map Land Use Map Zoning Map Map 5-19 "Telecommunications Service Facilities Location Map" Aerial "Orange County's Site Plan for Special Exception for Ocoee Telecommunication Tower Facility" date stamped March 5, 2008. O:\Staff Reports\2008\SR080013_AF_OCTelcomTower_SEU_P&Z.doc Orange County Telecommunications Tower Facility Location Map Sto �„ . Colonial /. y. 'IM'MediumDesofPUD, ! High De so;PUD: P 7 « Use( ? #) Unclassified Lakes«4 Water Bodies ORANGE COUNTY POLICE CHIEFS' ASSOCIATION February 28, 2008 City of Ocoee 150 N. Lakeshore Drive Ocoee, Florida 34761 ATTENTION: Mayor S. Scott Vandergrift Commissioner Scott Anderson Commissioner Clary Hood Commissioner Rusty Johnson Commissioner Joel Keller Dear Honorable Mayor and Board of City Commissioners, The Orange County Police Chiefs' Association is comprised of the police chiefs of every Police Department in Orange County. As a group, part of our mission is to serve as advocates on behalf of those Police Departments. We have been intbrmed that Orange County Government intends to erect a radio tower on the grounds of the Orange County Services Building, located at 475 West Story Road in Ocoee. We agree that this tower is an essential infrastructure improvement, necessary for Police and Fire communications that are currently less than adequate in the West Orange area. This tower is critical to the safety of Law Entbrcement, Fire and other Public Safety personnel, as well as the citizens in the area. Thank you for your consideration in this matter. Sincerely, Gary T. Calhoun, President Orange County Police Chiefs' Association GTCaes E � � I� r..., Cc: Rob Frank, City Manager I Ron Reffett, Ocoee Chief of Police Russ Wagner, Community Development Director./ Ci r r' C,�ti-_� Mr. Bill Brown Expert Construction Managers 815 S. Kings Ave Brandon, FL 33511 RE: 280' Self -Supporting Tower Project. TI Design # 20545r2 — Oconee, Orange County, FL The referenced tower was designed in accordance with the A1tiSI/TIA-222 G-2005 Structural Standard for Antenna Supporting Structures and Antennas. The TIA-222 Standard incorporates nationally recognized loading standards (ASCE 7-Minimum Design Loads for Buildings and Other Structures) and design standards Load and Resistance Factor Design Specification for Structural Steel Buildings, 1999 and ACI 318 Building Code Requirements, for Structural Concrete) into a consensus standard widely recognized and accepted by design professionals in the tower industry. The TIA-222 Standard has also been accepted and approved by the American National Standards Institute. We have analyzed the referenced tower with regard to the potential fall zone radius. Should a failure occur, the most likely mode of failure will be the buckling failure of one of the tower legs due to excessive compression loading. Depending on the conditions at the time of failure the top 80' of the lower would likely fall within a 100' fall zone radius. Two things should be noted regarding this matter: • In our opinion, in the event of a severe wind event, the tower would most likely be stripped of most of its antennas, transmission lines and other appurtenances. Therefore, the loading on the tower will be greatly reduced, increasing the survival potential of the tower. • By the time environmental conditions reach the point where the tower will fail, many surrounding man- made structures, buildings, trees, cars, etc. will already be damaged or destroyed. Tower Innovations is solely in the business of designing and manufacturing communications towers. In our twenty years in business, we have designed towers for all types of weather conditions. Every tower we manufacture is engineered and designed using sophisticated and detailed practices. Based on our design practices, our use of the TIA-222 Standard and our years of experience, we feel that a tower failure is highly unlikely except in the event of a catastrophic environmental event (hurricane, tornado, major oar-t4hquakv),gr human intervention (careless construction practices, vandalism or terrorism). Sincerely, =R� - Engineering Department r.. ....ri .... "......... .. £ i i I t + i .I •I ' i f SITE �ii JJ �V f. SE i tf iti Mlnory Val r t _. - "" „, �' / � M; ......................... .... 3 I 1439, IR PARCEL NO191m22m28m0000m00m04z T,E PLAN FOR SPECIAL EXCEPTION. �'T OC O EI O A rhill NI CT]•N 5 TEE 7 ELECrl O wi:� SITE ADDRESS 475 STORY ROAD 000EE FLORIDA ww:. "ACILITY WAIVER REQUEST TABLE CODE SECTION CODE REQUIREMENTS PROPOSED STANDARDS JUSTIFICATION LDC, ARTICLE V, NO LATTICE TOWER MAXIMUM HEIGHT OF GOVERNMENTAL/PUBLIC SECTION 5-19, LOCATED IN AREA 280 FEET. NO SAFETY FOR THE` G (7), (a). THREE MAY EXCEED PRIVATE ANTENNAS ADDITIONAL 80 FEET 200 FEET IN HEIGHT TO BE LOCATED HEIGHT VARIANCE ABOVE 200 FEET IN REQUESTED HEIGHT. ORANGE COUNTY, FLORIDA IS PROPOSING TO CONSTRUCT A 280' SELF SUPPORT TOWER AND COMMUNICATIONS FACILITY WITHIN A 5,850 SQ. FT. FENCED COMPOUND. PROJECT SUMMARY —FROM ORLANDO: UT I(_.I TI ES —TAKE THE FLORIDA TURNPIKE WEST TO SR50/W. COLONIAL DR. (EXIT 267) —TURN WEST (RIGHT) ON TO SR50/W. COLONIAL DR. TOWER OWNER: AND TRAVEL TO CARTER ROAD. ORANGE COUNTY PUBLIC SAFETY COMMUNICATIONS —TURN NORTH (RIGHT) ON CARTER ROAD AND TRAVEL DIVISION, FLORIDA TO W. STORY ROAD. MR. MIKE HICKS (PROJECT MANAGER) —TURN EAST (RIGHT) ON W. STORY ROAD. SITE WILL PROPERTY BE ON RIGHT AFTER WOFFORD ROAD. OWNER (PARENT PARCEL): ORANGE COUNTY BCC DRIVING DIRECTIONS PARCEL NO.: i 19— 22— 28-0000— 00— 042 `*CA u T I 0 N �� TOWER FACILITY LOCATED IN AREA THREE THE UTILITIES SHOWN HEREON ARE FOR THE CONTRACTOR'S CONVENIENCE ONLY. .� ACCORDING TO MAP 5-9 CITY OF OCOEE THERE MAY BE OTHER UTILITIES NOT SHOWN ON THESE PLANS. THE ENGINEER R"Oks YOU D2 TELECOMMUNICATIONS SERVICE FACT LI TI TI ES ASSUMES NO RESPONSIBILITY FOR THE LOCATIONS SHOWN AND IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY 10 VERIFY ALL UTILITIES WITHIN THE LIMITS OF `"`�"£y`"f""'�"" LOCATION MAP THE WORK. ALL DAMAGE MADE T6.EXISTING U11LIlIES BY THE CONTRACTOR SHALL BE THE SOLE RESPONSIBVTY OF THE CONTRACTOR. yr r , its ttneac rt CONTACTS e ran: r�ernr+�w�n�cc+ nn� i n� 4 , SHEET DESCRIPTION REV T-1 COVER SHEET 0 C-1 OVERALL SITE PLAN AERIAL 0 C-2 SITE PLAN & TOWER ELEVATION PLAN 0 C-3 SITE CONSTRUCTION DETAILS 0 L-1 LANDSCAPE PLAN & PLANTING DETAILS 1 0 SHEET INDEX SITE DATA: LATITUDE :28° 33' 25.86" NORTH LONGITUDE: 81' .33' 19.07" WEST GROUND ELEVATION= 121.0' (NAVD88) PROPOSED TOWER = 280' SELF—SUPPORT TOWER FLOODPLAIN DESIGNATION: COMMUNITY PANEL NO. 12095C 0220 E OF THE FLOOD INSURANCE RATE MAPS FOR ORANGE COUNTY, FLORIDA, DATED 12/06/2000 THE SUBJECT PROPERTY IS IN FIRM ZONE 'Y', IE AREAS DETERMINED TO BE OUTSIDE THE 500—YEAR FLOODPLAIN. DESIGN DATA: DESIGN CODE :FLORIDA BLDG. CODE-2004 (WITH 2O05/2006 SUPPLEMENTS) & TIA/EIA 222—G BASIC WIND SPEED :110 MPH (3 SECOND GUST) EXPOSURE CATEGORY :B STRUCTURE CLASS : it INTERNAL PRESSURE COEF. COMPONENT & CLADDING :N/A E :N/A ID WIND PRESSURES BAR - 5 2008 PROJECT DATA a group - Fore5ite Group, Inc. 23 1 N. Kentucky Ave. Suite 2 Lakeland, Florida 33801 o 18G3 . G03.4044 f 18G3 . G03.4G45 www.forC51tegroupinc.com FLCA2G115 SEAL: W03/04/08 ADRIAN D. ROZEN FLORIDA LICENSED PROFESSIONAL ENGINEER No. 57905 1 HEREBY CERTIFY THAT THIS DRAWING WAS PREPARED UNDER MY DIRECTION ON THE DATE SHOWN BASED ON THE INFORMATION FURNISHED TO ME AS NOTED AND CONFORMS TO ACCEPTED ENGINEERING PRACTICES IN THE STATE OF FLORIDA PURSUANT TO SECTION 471, FLORIDA STATUTES. PROJECT: OCOEE RADIO TOWER FACILITY LOCATED AT: 475 STORY ROAD OCOEE, FLORIDA 34761 DEVELOPER: .r EXPERT CONSTRUCTION MANAGERS, INC. 815 S. KINGS AVE. BRANDON, FLORIDA 33511 (813) 657-7810 (0) (813) 571-0875 (F) CONTACT: MR. BILL BROWN REVISIONS DATE 1 CITY COMMENTS 03/04/08 ISSUED FOR: DRC REVIEW PROJECT MANAGER: ADR DRAWING BY: RCS JURISDICTION: CITY OF OCOEE, FL DATE: 02/28/08 TITLE: COVER SHEET SHEET NUMBER: T-1 JOB/FILE NUMBER: 166.003 GRAPHIC SCALE 200' 0' 100' 200' (Scale in feet) 1 1 x 17 Scale: 1 "=200' 24x36 Scale: 1 "=100' ❑HP ❑HP ❑HP ❑HP .... _._.... .... .._......... ... ........ _._........._._......._..m........ ._......._ STORY ROAD ............ ............_..........__........... ___............_:..................�.�........... . _....._........w.........� ......_........._. . S ................................ _.... PARENT PARCEL E ORANGE COUNTY BCC I TAX PARCEL NO.: 19-22-28-0000-00-042 _r I EXISTING FENCE--\ & GATE f ,✓ i I EXISTING TREES TO I REMAIN (TYP.) I PROPOSED TOWER ZONING: C-3 (AREA THREE MAP 5-9 CITY OF OCOEE TELECOMMUNICATIONS LOCATION MAP) EXISTING BUILDING EXISTING PARKING Fore5lte Group, Inc. 23 1 N. Kentucky Ave. 5ulte 2 Lakeland, I=lorlda 33801 o 18G3. GO3.4044 f I8G3.G03.4G45 www.fore5ltegroupinc.com FLCA 2G1 15 SEAL: I03/04/08 I ADRIAN D. EN FLORIDA LICENSED PROFESSIONAL ENGINEER No. 57905 1 HEREBY CERTIFY THAT THIS DRAWING WAS PREPARED UNDER MY DIRECTION ON THE DATE SHOWN BASED ON THE INFORMATION FURNISHED TO ME AS NOTED AND CONFORMS TO ACCEPTED ENGINEERING PRACTICES IN THE STATE OF FLORIDA PURSUANT TO SECTION 471, FLORIDA STATUTES. I PARENT TRACT PROPERTY LINE (TYP.) .......................... `/ ......................... '✓ ... "✓ ...........wn.n.ww. �'•/...............................•.....• .... '/ ... .. ........... EXISTING EXISTING TREES TO ? FENCE (TYP.) RE MAIN (TYP.) GRAPHIC SCALE 0' 5 0' 100 (Scale in feet) 1 1 x17 Scale: 1 "=100' 24.x36 Scale: 1 "=50' ENLARGED SITE PLAN •• PROJECT: OCOEE RADIO TOWER FACILITY LOCATED AT: 475 STORY ROAD OCOEE, FLORIDA 34761 DEVELOPER: 'A EXPERT CONSTRUCTION MANAGERS, INC. 815 S. KINGS AVE. BRANDON, FLORIDA 33511 (813) 657-7810 (0) (813) 571-0875 (F) CONTACT: MR. BILL BROWN REVISIONS DATE ISSUED FOR: DRC REVIEW PROJECT MANAGER: ADR DRAWING BY: RCS JURISDICTION: CITY OF OCOEE, FL DATE: 02/28/08 TITLE: OVERALL SITE PLAN -AERIAL SHEET NUMBER: C _ 1 JOB/FILE NUMBER: 166.003 2 0' L EXISTING PARENT PARCEL PROPERTY LINE AND FENCE EXISTING TREE TO REMAIN (TYP) h EXISTING FENCE. (TYP.) -EXISTING FENCE TO BE DEMOLISHED (30't). SET NEW POSTS AS REQUIRED TO MAINTAIN INTEGRITY OF EXISTING FENCE TO REMAIN. - 46' - 5" /6. G. /G•/G•/G• G•/ x 11/ 1,00 .. FUTURE X 15' x25' ' LEASE PROPOSED 4'x4AREA 3 CONCRETE STOOP PROPOSED WAVEGUIDE x BRIDGE x ' x ,FUTURE FUTURE 15'X25' LEASE 15'x25' LEASE x I A-.REA 1 AREA 2 L —1 L PROPOSED 12'x24' ORANGE COUNTY PREFABRICATED EQUIPMENT SHELTER MOUNTED ON A 12'x2 CONCRETE PAD. PROPOSED 40kW DIES GENERATOR & 7 DAY' TANK MOUNTED ON A 6'x15' CONCRETE PAD' i PROPOSED #57 STONE I 1 � PROPOSED 75'x78' ORANGE COUNTY 1 TOWER PARCEL & FENCED COMPOUND 1 .... ......._.. z PROPOSED SELF-SUPPORT TOWER PROPOSED PROPOSED LIGHTNING - MULTI -GANG METER DISSIPATERS RACK MOUNT HEIGHT =140'+ PROPOSED 10' LANDSCAPE BUFFER (SEE SHEET L-1) PROPOSED TOWER LIGHTS (3 RED BEACONS) (SIDE MARKERS) PROPOSED TOWER NOTES: 12' GATE 1. THE PROPOSED TOWER AND ANTENNAS WILL BE PROPOSED 4' 0 DESIGNED BY OTHERS. j TOWER CAISSON 2. PROPOSED COAX SHALL BE ROUTED AS REQUIRED (TYP. OF 3) PER STRUCTURAL ANALYSIS RECOMMENDATIONS. 3. THERE SHALL BE NO COMMERCIAL CARRIERS ABOVE 200' ELEVATION. ' 4. THE TOWER ELEVATION SHOWN IS FOR REFERENCE PROPOSED TOWER LIGHT (1 RED/WHITE STROBE) OIL TOP OF TOWER EL=280'+ PROPOSED LIGHTNING DISSIPATERS-----" Ll MOUNT HEIGHT = 276'± :L F(f). : A MAXIMUM OF 24 ANTENNAS MAY BE COLOCATED LATTICE TOWER. OF THOSE, NO MORE THAN 1 MAY MICROWAVE ANTENNA, NO MORE THAN 1 MAY BE A LLITE .DISH ANTENNA, NO MORE THAN 5 MAY BE GRID NNAS, AND ANY REMAINDER MAY ONLY BE PANEL OR ANTENNAS PER LDC, ARTICLE V, SECTION 5-19, G, - ANTENNA TYPE ALLIOWABLE # IN USE AVAILABLE MICROWAVE ANTENNA 1 0 1 SATELLITE DISH ANTENNA 1 1 0 GRID ANTENNA 5 0 5 PANEL WHIP ANTENNA 17 6 11 TOTAL 1 24 1 7 1 17 0 i 7x EXISTING TREELINE ( x x x X x x x X X x x x ' \•,t �. �' h.i / -*,tt / *,t j s' / t /• ,...4,.t/ t I 7 5' I N N 5. THE TOWER COLOR WILL BE FLAT WHITE OR FLAT GRAY (GALVANIZED STEEL) FINISH ON THE TOWER & ANTENNA APPARATUS PER LDC, ARTICLE V, SECTION 5-19, G, (7), (d). 6. THE USE OF ANY PORTION OF A MOUNTING STRUCTURE (TOWER) FOR SIGN OR ADVERTISING PURPOSES INCLUDING, WITHOUT LIMITATION, COMPANY NAME, BANNERS, OR STREAMERS, IS PROHIBITED PER LDC, ARTICLE V, SECTION 5-19, H, (13). 00 3' EXISTING FENCE :: .......... f......................................... ..................................................................................................................................................... _... ............................. _.. w....._...... _.. _ _ _...... : . . GRAPHIC SCALE SITE PLAN 0' 10, 20' 40' ---- ABANDONMENT: PROPOSED SHELTER PROPOSED ANTENNAS (TX RX SYSTEMS MODEL # 101-90-08-0-0-03N)WITH (4) 1 5/8" COAX (TYP. OF 4) PROPOSED ORANGE COUNTY ANTENNAS MOUNT HEIGHT = 280' AGL PROPOSED ANTENNA (TX RX SYSTEMS MODEL # 101-90-08-0-0-03N) WITH 5/8" COAX ANDREW (MODEL # PAR6-65) 6' DIAMETER MICROWAVE DISH AZIMUTH=281.4° PROPOSED ORANGE COUNTY DISH MOUNT HEIGHT = 163' AGL PRE -AMPLIFIER (TX-RX SYSTEMS MODEL # 421-86A-1 OA-18-12-N) PROPOSED ANTENNAS AND ANTENNA MOUNTS SHALL MEET THE FLORIDA BUILDING CODE WIND LOAD REQUIREMENTS AS LISTED ON SHEET T-1. PROPOSED 280' GALVANIZED STEEL SELF-SUPPORT TOWER PROPOSED 6' TALL CHAIN LINK FENCE TOWER ELEVATION PLAN NOT TO SCALE EXISTING GRADE EL=121.0' (NAVD88) THIRTY DAYS BEFORE DISCONTINUING THE USE OF A TELECOMMUNCATIONS SERVICE FACILITY, THE OWNER/OPERATOR SHALL PROVIDE NOTICE OF (Scale in feet) ABANDONMENT TO THE CITY OF OCOEE. IN THE EVENT THAT THE USE OF ANY TELECOMMUNICATIONS SERVICE FACILITY IS FOUND TO HAVE BEEN 1 1 x17 Scale: 1 "=20' DISCONTINUED FOR A PERIOD OF 180 CONSECUTIVE DAYS, THE FACILITY SHALL BE DEEMED TO HAVE BEEN ABANDONED. UPON SUCH 24x36 Scale: 1 "=1 0' ABANDONMENT, THE OWNER OF THE PARCEL OF LAND SHALL HAVE AN ADDITIONAL 60 DAYS WITHIN WHICH TO: (1) REACTIVATE THE USE OF THE FACILITY OR TRANSFER THE FACILITY I ANOTHER APPLICANT WHO MAKES ACTUAL USE OF THE FACILITY; OR (II) DISMANTLE AND REMOVE THE FACILITY. THE OWNER OF THE REAL PROPERTY SHALL BE ULTIMATELY RESPONSIBLE FOR ALL COSTS OF DISMANTLING AND REMOVAL, AND IN THE EVENT THE TELECOMMUNICATIONS SERVICE FACILITY IS NOT REMOVED WITHIN 60 DAYS OF ABANDONMENT, THE CITY MAY PROCEED TO DO SO AND ASSESS THE COSTS AGAINST THE REAL PROPERTY. THE LIEN OF SUCH ASSESSMENT SHALL BEAR INTEREST, HAVE PRIORITY AND BE COLLECTABLE, AT THE SAME RATE AND IN LIKE MANNER AS PROVIDED FOR SPECIAL ASSESSMENTS BY FLORIDA LAW. AT THE EARLIER OF 61 DAYS FROM THE DATE OF ABANDONMENT WITHOUT REACTIVATION OR UPON COMPLETION OF DISMANTLING AND REMOVAL, ANY APPROVAL FOR THE FACILITY SHALL AUTOMATICALLY EXPIRE PER LDC, ARTICLE V, SECTION 5-19, M. ll�llAh �7ll� group forC51te Group, Inc. 23 1 N . Kentucky Ave. Suite 2 Lakeland, Florida 33801 o 18G3. GO3.4044 f I8G3.G03.4G45 www.fore5ite6jroupinc.com FL CA 2 G I 15 SEAL: f_�/ 03/04/08 ADRIAN D. R02EN FLORIDA LICENSED PROFESSIONAL ENGINEER No. 57905 i HEREBY CERTIFY THAT THIS DRAWING WAS PREPARED UNDER MY DIRECTION ON THE DATE SHOWN BASED ON THE INFORMATION FURNISHED TO ME AS NOTED AND CONFORMS TO ACCEPTED ENGINEERING PRACTICES IN THE STATE OF FLORIDA PURSUANT TO SECTION 471, FLORIDA STATUTES. PROJECT: OCOEE RADIO TOWER FACILITY LOCATED AT: 475 STORY ROAD OCOEE, FLORIDA 34761 DEVELOPER: .r EXPERT CONSTRUCTION MANAGERS, INC. 815 S. KINGS AVE. BRANDON, FLORIDA 33511 (813) 657-7810 (0) (813) 571-0875 (F) CONTACT: MR. BILL BROWN REVISIONS DATE 1 CITY COMMENTS 03/04/08 ISSUED FOR: DRC REVIEW PROJECT MANAGER: ADR DRAWING BY: RCS JURISDICTION: CITY OF OCOEE, FL DATE: 02/28/08 TITLE: SITE PLAN & TOWER ELEVATION SHEET NUMBER: C _ 2 JOB/FILE NUMBER: 166.003 30"x24" TOWER/OWNER INFO SIGN (SEE NOTE) 12' GATE L-1 n n ri n n n n n n n n r� PROPOSED 12' WIDE GATE 1 1 ..tf::::.,,:!.^:!,,,1,..,:!.. tt .. - ,,.' „cY }, / • - „i •- ii iir ' i, . ^..N /. f /• / r/ • 1 I / I I . I I ul > :I GEOTEXTILE FABRIC • , I '/>' . i ; �i/`� L J% 12„ 12i, NOTE: FENCE DETAIL: TOWER INFORMATION SIGN, MEASURING NO MORE THAN 30" WIDE BY 24" HEIGHT, NOT TO SCALE IDENTIFYING THE FOLLOWING: —PRIMARY PARTY RESPONSIBLE FOR THE OPERATION AND MAINTENANCE OF THE FACILITY. — I HF A""HFAlvin TFI FPI4 NIP' NI IAAPFP nF TL-! AT D A DTV SILT FENCE DETAIL SILT FENCE NOTES: NOT TO SCALE 1. GEOTEXTILE FABRIC TO BE FASTENED SECURELY TO FENCE POST BY WIRE TIES OR HOG RINGS. (3 FASTENERS PER POST.) k 2. ENDS OF INDIVIDUAL ROLLS OF GEOTEXTILE SHALL BE SECURELY FASTENED TO A COMMON POST OR OVERLAPPED 3' MINIMUM. 3. THIS DEVICE IS INTENDED TO CONTROL SHEET FLOW ONLY. DO NOT USE IN AREAS OF CONCENTRATED FLOW WITH A DRAINAGE AREA OF 1 /2 ACRE OR MORE. 4. ALL SILT FENCING SHALL BE INSTALLED PRIOR TO COMMENCING ANY LAND DISTURBING ACTIVITIES, AND SHALL REMAIN IN PLACE UNTIL ALL CONSTRUCTIONN ACTIVITIES ARE COMPLETED. PROPOSED BLACK ORNAMENTAL FENCE PER CITY OF OCOEE FENCE SPECIFICATIONS (DESIGN BY OTHERS) wl NOTE: ORIENTATION SHOWN FOR REFERENCE ONLY, SEE SHEET C-2 FOR LOCATION OF GATE. � I 1 � Y J M .��•'.�' y I 1 I I I I. I I ,• /:�, ��/., !ice •• I 1 �',� �;�,� .; #57 STONE a ,. •i I ' : 2" DEEP • L1 l 4" BASE MATERIAL L� COMPACTED TO 95%. FINISHED GRADE FINISHED GRADE 3000 PSI CONCRETE group Fore5ite Group, Inc. 23 1 N . Kentucky Ave. 5uite 2 Lakeland, Florida 33801 o 18G3. GO3.4044 f I8G3.G03.4G45 www.fore5itccjroupino.com FL CA 2 G 115 03/04/08 ADRIAN D. ROZEN FLORIDA LICENSED PROFESSIONAL ENGINEER No. 57905 1 HEREBY CERTIFY THAT THIS DRAWING WAS PREPARED UNDER MY DIRECTION ON THE DATE SHOWN BASED ON THE INFORMATION FURNISHED TO ME AS NOTED AND CONFORMS TO ACCEPTED ENGINEERING PRACTICES IN THE STATE OF FLORIDA PURSUANT TO SECTION 471, FLORIDA STATUTES. PROJECT: OCOEE RADIO TOWER FACILITY LOCATED AT: 475 STORY ROAD OCOEE, FLORIDA 34761 DEVELOPER: ' EXPERT CONSTRUCTION MANAGERS, INC. 815 S. KINGS AVE. BRANDON, FLORIDA 33511 (813) 657-7810 (0) (813) 571-0875 (F) CONTACT: MR. BILL BROWN REVISIONS DATE ISSUED FOR: DRC REVIEW PROJECT MANAGER: ADR DRAWING BY: RCS JURISDICTION: CITY OF OCOEE, FL DATE: 02/28/08 TI TLE: SI TE CONSTRUCTION DETAILS SHEET NUMBER: C- 3 JOB/FILE NUMBER: 166.003 LANDSCAPE SCHEDULE SPECIES HEIGHT MIN. QUANTITY SIZE SPACING (MAX.) COMMENTS TREES LIVE OAK 12' 9 2" DBH 25' O.C. XERISCAPE (QUERCUS VIRGINIANA) TOLERANT 30" XERISCAPE TOLERANT, SHRUBS VIBURNUM TALL (MIN) 80 — 3' O.C. CAPABLE OF REACHING (VIBURNUM ACERIFOLIUM) AT PLANTING 45 WITHIN 12 '!MONTHS LANDSCAPING NOTES: 1. ALL TREES AND SHRUBS TO BE XERISCAPE SPECIES INDICATED ON PLANS. LANDSCAPING INTENDED TO SURVIVE ON NORMAL RAINFALL. 2. CONTRACTOR SHALL WARRANTY ALL PLANTINGS FOR ONE YEAR BEGINNING AT THE DATE OF ACCEPTANCE. CONTRACTOR SHALL REPLACE ANY DEAD OR DISCOLORED TREES/SHRUBS WITHIN THE WARRANTY PERIOD. IRRIGATION NOTES: 1. THE LANDSCAPE CONTRACTOR IS EXPECTED TO MAINTAIN ALL LANDSCAPE MATERIAL FOR A .PERIOD OF NINETY (90) DAYS FROM DATE OF INSTAiLATION. WATERING PROGRAM SHALL ADJUST ACCORDINGLY BASED ON RAIN DAYS PROVIDING SUFFICIENT WATERING. PROPOSED 40kW DIESE GENERATOR & 7 DAY TAN MOUNTED ON A 6'x15' CONCREZ PA PROPOSED 12'x24' CITY OF OCOEE PREFABRICATED EQUIPMENT SHELTER MOUNTED ON A 12'x24' CONCRETE PAD. EXISTING TREES TO REMAIN (TYP: OF 4) PROPOSED 4'x4' CONCRETE STOOP PROPOSED SELF-SUPPORT TOWER PROPOSED 4' TOWER CAISSON (TYP. OF 3) GRAPHIC SCALE 0' 10' 2 0' (Scale in feet) 1 1 x17 Scale: 1 "=40' 24x36 Scale: 1 "=20' r ` / \_j_1 i sA f LANDSCAPE PLAN x PROPOSED 10' WIDE LANDSCAPE BUFFER *ROP i #RANGE COUNTY• M IA •u'• ►a : 4.:....... .......... PROPOSED TREE (SEE LANDSCAPE SCHEDULE FOR SIZE, TYPE, & QUANTITY) PROPOSED SHRUB (SEE LANDSCAPE SCHEDULE FOR SIZE, TYPE, & QUANTITY) PROPOSED TREE (SEE LANDSCAPE SCHEDULE FOR DETAILS) 36" DIAMETER EARTH SAUCER TO RETAIN 3" DEEP LAYER SHREDDED BARK MULCH ROOT BALL `0 5 TIMES (5X) ROOT BALL TREE PLANTING DETAIL ~- REMOVE BURLAP FROM ROOT BALL TOP SOIL MIXTURE TAMPED FIRM TO PREVENT SETTLEMENT NOT TO SCALE PROPOSED SHRUB (SEE LANDSCAPE SCHEDULE FOR DETAILS) 2" MULCH CULTIVATED N SOIL PROPOSED MULTI GANG ".�,- .j, y �4 .h METER RACK/j ��i✓.,%✓:.:' `,fr,,!:. ✓:'✓::J>,1i.✓ z SHRUB PLANTING DETAIL NOT TO SCALE PROPOSED 12'. GATE N SHRUB PLANTING PROCEDURES: 1.., LAY OUT BED. 2. ROTOTILL BED TO 12 DEPTH. 3. INSTALL PLANTS AND MULCH. r 4. WATER THOROUGHLY. 5. IF UNABLE TO ROTOTILL DUE TO TREE ROOTS, HAND DIG HOLE (FOR EACH PLANT) 12" WIDE AND 6" DEEPER THAN CONTAINER. EXISTING WOODED AREA x_____._____._.___._ f _....... k............_._........._..._........ , ------ _._..____.. x _..._---------- _......... x .................. Toresite group forC51te Group, Inc. 23 1 N. Kentucky Ave. 5uite 2 Lakeland, Florida 33801 o 18G3 . GO3.4044 f I5G3.GO3.4G45 www.fore5itegroupinc.com FLCA2G115 SEAL: 0 %04/08 ADRIAN D. RO FLORIDA LICENSED PROFESSIONAL ENGINEER No. 57905 I HEREBY CERTIFY THAT THIS DRAWING WAS PREPARED UNDER MY DIRECTION ON THE DATE SHOWN BASED ON THE INFORMATION FURNISHED TO ME AS NOTED AND CONFORMS TO ACCEPTED ENGINEERING PRACTICES IN THE STATE OF FLORIDA PURSUANT TO SECTION 471, FLORIDA STATUTES. PROJECT: OCOEE RADIO TOWER FACILITY LOCATED AT: 475 STORY ROAD OCOEE, FLORIDA 34761 DEVELOPER: .r EXPERT CONSTRUCTION MANAGERS, INC. 815 S. KINGS AVE. BRANDON, FLORIDA 33511 (813) 657-7810 (0) (813) 571-0875: (F) CONTACT: MR. BILL BROWN REVISIONS DATE ISSUED FOR: DRC REVIEW PROJECT MANAGER: ADR DRAWING BY: RCS JURISDICTION: CITY OF OCOEE, FL DATE: 02/28/08 TITLE: LANDSCAPING PLAN & PLANTING DETAILS SHEET NUMBER: L-1 JOB/FILE NUMBER: 166.003 ITEM NUMBER V. MISCELLANEOUS A. Project Status Update B. March Calendar OAP & Z\Divider Sheets.doc ABC Fine Wine & Spirits p on Bluford Ave Small Scale Site 02/13/08' BH 1st Monument Sign on Bluford AvenueAPPROVEDon 2-25-08 Bank Atlantic SS-2007-004 Plan 02/21/08 BH 4th Staff comments due 3/6/08 Annexation & AX-06-07-09 Substantial AF & 2/2808; P & Z 3/11/08 Belmere ShoPPes RZ-07-06-10 Chang 02/19/08 { MR 3rd � I Staff comments sent out on on Bhatta Lot Split i 3420 Big Eagle Drive (Plat 11/19/07 AF 3rd Plat DENIED 12-10-07 Wall Signs/Monument Face Change/Frames BP Connect -- 10960 W. Colonial Signs 02/29/08 Wall Signs/Monument Face Change/Frames Signs BP Connect — 10960 W. Colonial Wall Sign 02/29/08 !Wall Sign BP Connect — 1650 E. Silver Star Wall Sign 02/29/08 Wall Sign 3 Frame Wall BP Connect — 1650 E. Silver Star Signs 02/29/08 ',I 3 Frame Wall Signs Face Change on BP Connect -y 1650 E. Silver Star Monument Sign 02/29/08 Face Change on Monument Sign ,Annexation, Initial Zoning & Preliminary Chateau Reserve LS-2005-017 Subdivision Plan'i 01/22/081 AF 5th City Commission on 3/4/08 and 3/18/08 Citrus Medical and Executive Office Park Country Day School fka Leaps &BoundsWall LS-99-014 Plat Sign 11/16/06 1 01/24/08 BH BH 8th 1st Plat DENIED on 03/28/07. Sign APPROVEDon 1-28-08 !Wall AX-03-08-12 Annexation & DePaiva Annexation & Rezoning RZ-08-03-02 Rezoning 03/03/08 MR 1st Staff Comments due 4/3/08 Diplomat Tower LS-2007-024 LSP/FSP 12/04/07 AF 1 st Comments sent out on 1/22/08 Dunkin Donuts 11204 W. Colonial Drive Sign & Fagade 11/20/07 BH 2nd !Sign & Fagade DENIED on 12-12-07 Eagles Landing Phase I Plat 12/26/07 AF 2nd Plat APPROVED on 1-28-08 Eagles Landing Phase II Plat 08/31/07 AF 1 st Plat DENIED on 10/10/07 Eaqles Landinq Phase III Plat 08/31/07 AF 1 st I Plat DENIED on 10/10/07 Current Project Status2.xls/Review 3/4/2008 1 of 5 y g ( MR 1st (Wall Signs (3) DENIED on 1-02-08 Eye Glass World Wall Signs (3) 01/28/08 lI MR 2nd ,Wall Signs (3) APPROVEDon 1-28-08 Fifth Third Bank at Fountains West ISS-2007-007ISmall Scale Site ( ) Plan 102l19/08 AF I! 2nd Comments due 3/20/08 Foote Property Fountains at Highland Park Fountains West 301 West Road Fountains West / Publix 301 West Road Fountains West Freeman Commerce Center F/X Warehouse Complex Glad Tidings Church Golf Etc / Shoppes of Ocoee Golf Etc /Shoppes of Ocoee GTE Federal Credit Union Hampton Inn Hampton Inn Health Central Medical Office Building Health Central Hemple Ave/Grove Street Roadway Improvements Ingram Trails Jackson Hewitt 421 N. Clarke Road Just For Brakes Just For Brakes Key Isle Apt — Phase 1 Amendment to Preliminary/Final) SS-2005-003 Subdivision Plan' 10/18/07 BH 1st Staff comments sent 11/29/07 LS-2007-023 R/LUP/X/LUP/PSP 11/28/07 AF 1st ,Comments sent out on 1/14/08 R LS-2006-009 P/FSP 01/29/08 AF 2nd Staff Comments Due 2/28/08 Monument Signs 01/16/08'1 AF 1st Monument Signs (2)APPROVEDon 1-23-08 i(2) Plat 12/07/07 AF 1 st I Plat DENIED on 1-15-08 LS-2008-001 ,Final Site Plan 01/23/08 AF 1st Staff comments sent out on 2/21/08 Preliminary/Final LS-2007-022 Site Plan 11/27/07 BH 1st Staff comments sent out on 1/22/08 LS-2007-018 Expansion 02/20/08 AF 2nd Staff comments due 3/21/08 Wall Sign 01/03/08 BH 1st !Wall Sign DENIED on 1-03-08 Wall Sign 01/10/08 BH 2nd Wall Sign APPROVEDon 1-17-08 Signs I 01/09/08 BH 3rd Ground Sign APPROVED on 1-09-08 Large Scale Site'i LS-2007-017 Plan 02/11/08 BH 2nd Staff Comments due 3/12/08 Construction Bldg LS-2008-002 LSP/FSP 02/26/08 ' 01/29/08 BH AF 1st 1st New Construction - Building Staff comments due 2/27/08 01 /02/08 � Bollard Lights by Gazebo Area Sidewalk 01/29/08 Wall Sign 01/29/08 Building Plans 08/28/07 Building Plans 10/03/07 offices & interior ! 12/26/07 AF ii 4th Approved2/06/08 BH 2nd Bollard Lights by Gazebo Sidewalk AreaAPPROVED 1-29-08 AF 1st (Wall Sign APPROVEDon 1-30-08 BH 1st 'Wall Sign DENIED 8/28/07 MR 1st ''Canopy DENIED on 1-02-08 AF 1st Add of 2 offices & interior remodelAPPROVEDon 1-07-08 Current Project Status2.xls/Review 3/4/2008 2 of 5 Key Isle Apt — Phase II Key Isle Apt — Phase II Key Isle Apt — Phase II L.A. Fitness 1560 E. Silver Star Road East L.A. Fitness 1560 E. Silver Star Road East Lake Butler Professional Campus Lanham Wholesale Maguire Shoppes at Meadow Ridge Manheim Auto Auction Manheim Auto Auction Marion Park Meadow Ridge 3050 Maguire Road Meadow Ridge Commercial Meadow Ridge Commercial Maguire Road, Bldg. D Milton Groves Oak Forest Apartment Homes Community Pool', 01/07/08 BH 1st (Community Pool DENIED on 1-07-08 Community Pool, 01/14/08' BH 2nd Community PoolAPPROVEDon 1-15-08 Monument Sign/Stone 02/01/08 AF 1st Monument Sign /Stone ColumnsAPPROVEDon 2-07-08 - Temp Hiring i Sign 01/07/08 BH 2nd Temp Hiring SignAPPROVEDon 1-08-08 Wall Sign 01/17/08 BH 2nd Wall Sign APPROVEDon 1-22-08 Prelim/Final Subdivision Plan a LS-07-019 & Prelim/Final 01/25/08 BH i 1st (Staff comments sent out on 2/28/08 Aluminum Fence 01/07/08 AF 2nd Aluminum FenceAPPROVEDon 1-07-08 Plat 02/04/08 BH 2nd Plat APPROVED on 2-13-08 Monument Signs (2) w/ Electronic Monument Signs (2) Double Faced Illuminated w/ Electronic Display 02/13/08 AF 1 st Display DENIED on 2-20-08 Monument Signs (2) w/ Electronic Monument Signs (2) Double Faced Illuminated w/ Electronic Display 02/25/08I, BH 2nd Display APPROVED on2-26-08 Concrete Slab Handicap Parking 01/30/08 BH 1st Concrete Slab Handicap ParkingDENIED on 1-31-08 Temp Sign for Marketing 01/29/081 AF 1st (Temp Sign for Marketing APPROVED on 1-30-08 Plat 09/25/07 BH 1 st ' Plat DENIED on 10-22-07 Building Plans 06/27/07 ! BH 3rd New Shell Building DENIED on 5/30/07. Plat 07/27/07 AF 2nd Replat of lot 78 DENIED 8/24/07. :'Re -Roof Clubhouse w/ Shinoles 02/19/08 RW 1st Re -Roof Clubhouse w/ ShinglesAPPROVEDon 2-19-08 Current Project Status2.xls/Review 3/4/2008 3 of 5 Trail Reserve PUD Commerce Center se Pines Final Subdivision Plans Ocoee Relief Middle School Ocoee Relief Middle School Plantation Groves 250 Moore Road Prairie Lake Reserve PUD Prairie Lake Reserve PUD Prairie Lake Reserve Prairie Lakes Tract A Prairie Lakes Tract A Prestige Gunite - Ocoee Publix 8863 W. Colonial Drive Publix 1720 E. Silver Star Road Shoppes at West Oaks Suntrust Bank Fountains West PUD. Lot 1 Large Scale Final Subdivision', LS-2007-010 Plan 09/20/07 AF 2nd Staff comments sent on 11/7/07 Small Scale Site SS-2007-005 Plan 02/11/08 BH 2nd Staff comments due 3/12/08 LS-2007-015 FSP 09/17/07 AF 1 st Comments sent out on 11/19/07 Special 1-08-SE-013 Exception 01/23/08 MR 1st City Commission on 3/4/08 Courtesy Site Review 02/21/08 BH 2nd Staff comments are due on 3/6/08 i Monument Sign 01/02/08 AF 6th (Monument SignAPPROVEDon 1-15-08 Revisions to Final Subdivision'' LS-2004-026 Plan 01/09/08 AF 3rd Approved 1/10/08 Revisions to Final Subdivision, I', LS-2004-026 !I Plan 02/12/08 AF :Steel Fence w/ Gates Around Clubhouse & Pool 01/08/08 1 AF 01/17/081 BH (Plat Cabana / Clubhouse I, 01/28/08' BH LS-2007-012 Final Site Plan 09/20/07' BH 1st Comments due 3/13/08 Steel Fence w/ Gates Around Clubhouse & PooAPPROVED 1- 1 st 15-08 4th Plat APPROVED on 1-22-08 1st Cabana / ClubhouseAPPROVEDon 1-31-08 2nd Staff comments sent out on 11/05/07 (Generator 11/15/07 AF 1st Generator DENIED on 11-19-07 Generator 11/15/07, AF 1st Generator DENIED on 11-19-07 Large Scale Site LS-2007-013 Plan 02/19/08 AF 4th Staff comments sent out on 2/26/08; P & Z on 3/11/08 Small Scale Site SS-2007-003Plan 11/05/07 AF 2nd Staff comments sent out on 12/06/07 Current Project Status2.xls/Review 3/4/2008 4 of 5 TB108 Communications Tower Tower 02/25/08 RW 2nd IAdd Antena on Tower/Electrical Equipment The Cuttin' Palace / Sherman's Gifts & Home D6cor Wall Sign 02/06/08 AF 1st Wall Sign APPROVED_ on 2-07-08 Large Scale Site Value Place Hotel LS-2007-020 Plan 10/12/07 AF 1 st Staff comments sent on 12/4/07 Village Marketplace / DK Nail Salon I Interior Alteration _ i 02/04/08 RW 1st Interior Alteration APPROVED on 2-05-08 Village Marketplace / Chen il Chinese 9 p g Restaurant Wall Sign 02/28/08 RW 1st ,Wall Sign APPROVEDon 2-28-08 Villages of Wesmere Townhome Community Center 01/14/081 BH 2nd Community CenterAPPROVEDon 1-22-08 Temp Parking Villaaes of Wesmere Townhome Lot for Models 01/24/08 BH 1st Temp Parking Lot for ModelsAPPROVEDon 1-28-08 as of Wesmere "Townhomes" as of Wesmere Phase II 50 Commercial Subdivision Colonial Parcel (Walia) Orange Commercial RV & Boat Storage fn Bav Revisions to Final Subdivision', LS-2005-006 Plan 02/11/0811 BH Plat 01/29/08 BH Plat 08/15/07 BH AX-05-08-25 LS-07-021 IAX & PSP 02/01/08 BH Colocation of antenas on existing tower 02/27/08 AF ,Preliminary / LS-2005-013 Final Site Plan 10/31/07 BH Sign 02/19/08' AF 1st Staff comments sent out on 2/27/08 1 st � Plat DENIED on 2-14-08 2nd i Plat DENIED on 09/10/07. 4th Staff Comments due 3/03/08 2nd Colocation of antenas on existing towerAPPROVEDon 2-28-08 4th Approved by City Commission on 2/5/08 1st ADDroved- 4 Monument Signs at Sub Entrance Current Project Status2.xls/Review 3/4/2008 5 of 5 Mon Tue Wed Thu Fri Sat 1 Y 2 3 Ocoee School 4 City Commission 5 6 Unman izomioos 7 8 Advisory Board 7:15 p.m. Diversih Board 7 p.m. @ Comm. Chambers @ Comm. Chambers @ Comm. Chambers 9 10 11 Planning & 12 13 CACOPD 14 15 Egg Hunt ` Zoning Commission 7 p.m. 9 a.m. 1►- 7 p.m. @ Fire Station One Venter Comm. Chambers 3/18 Agenda Items Due 3/18 Staff Reports Due 3/18 Agenda to City Clerk to CM Published 16 17 Parks & Rec. 18 City commission 19 20 2 Iff 22 Advisory Board 7:15 p.m. r 7:30 p.m. @ Comm. Chambers @ Isom Center St. Paideq's Day _ qoo 23 24 25 code 26 27 CACOPD 28 29 Enforcement Board 7 p.m. �• 7 p.m. @ Comm. Chambers EC�StER @ Comm. Chambers 4/1 Agenda Items Due 4/1 Staff Reports Due 4/1 Agenda to City Clerk to CM Published 30 31