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HomeMy WebLinkAbout11-14-2006 Agenda PacketMayor S. Scott Vandergrift Citv Manaeer Robert Frank November 14, 2006 I. CALL TO ORDER IV V onter of Goorl r . PLANNING AND ZONING COMMISSION (LOCAL PLANNING AGENCY) AGENDA A. Invocation and Pledge of Allegiance B. Roll Call and Determination of Quorum CONSENT AGENDA A. Minutes of the Planning and Zoning Commission Regular Meeting held October 10, 2006 OLD BUSINESS NEW BUSINESS Commissioners Gary Hood, District 1 Scott Anderson, District 2 Rusty Johnson, District 3 Joel Keller, District 4 VA1111W, A. Maine Street Parcels PUBLIC HEARING (Community Development Director Wagner) Annexation Rezoning B. Fountains West PUBLIC HEARING (Principal Planner Fabre) Small Scale Comprehensive Plan Amendment PUD Rezoning / Land Use Plan C. Eagles Landing Final Subdivision Plan D. Westyn Bay, Phases 4 & 6 Final Subdivision Plan E. Key Isle Apartments, Phase II Final Site Plan MISCELLANEOUS A. Memorandum regarding the Denial of Application for Development Permits B. Project Status Report C. November Calendar VI' ADJOURNMENT O:\P & Z\Agendas\2006\Nov 14, 2006 P & Z Agenda.doc (Principal Planner Fabre) (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 II. A. Minutes of the Planning and Zoning Commission Meeting held on October 10, 2006 MINUTES OF THE PLANNING AND ZONING COMMISSION ACTING AS THE LOCAL PLANNING AGENCY MEETING HELD TUESDAY, OCTOBER 10, 2006 CALL TO ORDER Chairman Golden called the meeting to order at 7:03 p.m. Following a moment of silent meditation and the Pledge of Allegiance to the Flag, a quorum was declared present. PRESENT: Chairman Golden, Vice Chair McKay (arrived at 7.17 p.m.), Members Campbell, Conkling, Morris, Sills, and West. Also present were City Attorney Palmer, Community Development Director Wagner, Senior Planner Howell, Principal Planner Fabre, and Deputy City Clerk Sibbitt. ABSENT: Members Dillard and Rhodus were absent excused. CONSENT AGENDA Minutes of the Planning and Zoning Commission Regular Meeting held on Tuesday, August 8, 2006. Member Camobell. seconded by Member West. moved to acceot the Minutes of the August 8. 2006. Plannina and Zoning Commission meetino. Motion carried unanimously. OLD BUSINESS None NEW BUSINESS CITRUS MEDICAL & EXECUTIVE PARK — FINAL SITE PLAN Senior Planner Howell stated Citrus Medical & Executive Office Park is a Large Scale Site Plan. The subject property is approximately 5.81 acres in size and is located on the south side of Old Winter Garden Road. The Future Land Use of the property is designated 'Professional Offices and Services". The property is zoned Commercial PUD which permits development and construction of the proposed professional office park. The site plan proposes the construction of eight, one-story medical/professional office buildings totaling 28,626 square feet in size with associated parking and landscaping. The site plan indicates that 21 oak trees will be preserved on the site ranging in sizes from 6-inches to 18-inches in diameter. The trees will be included in the required landscape buffers along each of the property boundaries. The Planning and Zoning Commission Regular Meeting October 10, 2006 property will be accessed by a cul-de-sac road, which was permitted with the final subdivision plan. The road will lead into a shared parking area on either side, which will also be maintained by the Condominium Association. Additionally, the site plan also indicates that a 17-foot wide strip of right-of-way located along Old Winter Garden Road will be dedicated to the City once the property is platted. The plat must be approved prior to the issuance of the building permits on the property for the proposed building. DEVELOPJaAENT REV�W rMMITTEE The Development Review ommittee (DRC) met on September 18, 2006, and reviewed the Preliminary/Final Site Plan. DRC voted unanimously to recommend approval of the Preliminary/Final Site Plan date stamped June 8, 2006. STVF RECOMJENDATION Sta recommends that the Planning and Zoning Commission recommend approval of the Large -Scale Site Plan for Citrus Medical and Executive Office Park. DISCUSSION Chairman Golden inquired about traffic signalization or any turn lanes since he did not see it on the plans. Community Development Director Wagner stated that the plans have been around a long time and interim Old Winter Garden Road has been lighted and there is median separator in the road today. What they thought might have been a left turn in/out the development, is no longer. He further stated there will be no traffic signals. The Public Hearing was opened for the Final Site Plan. BJ Martin, BJ Associates, representative for the applicant, was available for any questions. Chairman Golden stated he was curious about the history of the site. He further stated what they had approved a year and a half ago was just the Engineering Site Pan. Mr. Martin stated what was approved in 2005 was the amendment to that subdivision plan, after that approval they came back and did the interior site, and now they are trying to get the large scale site plan approved. As no one wished to speak, the Public Hearing was closed for the Final Site Plan. Planning and Zoning Commission Regular Meeting October 10, 2006 Member Campbell. seconded by Member West. moved to recommend aooroval of the Laroe-Scale Final Site Plan for Citrus Medical and Executive Office Park. as date stamped received by the Citv on June 8. 2006. Motion carried unanimously. WEST ORANGE INVESTMENTS — PRELIMINARY/FINAL SITE PLAN Principal Planner Fabre stated the subject property is 2.23 acres with a Future Land Use designation for the site as Commercial. The adjacent land uses to the north and west are developed as a storage facility. To the east is an auto salvage facility. To the southeast is a three-story facility in unincorporated Orange County jurisdiction. The Preliminary/Final Site Plan proposes a three-story self storage with a total building floor area of 63,075 square feet. One waiver from the Land Development Code is requested by the applicant/developer. A large-scale project of this size requires a water feature such as a fountain. The applicant's justification for not providing a water feature is the off -setting public benefit of selling additional road right-of-way to the City at a reduced cost for future widening and improvements on Marshall Farm Road. Staff request approval of the waiver request due to the type of use and right-of-way dedication. DEVELOPMENT REVIEW COMMITTEE The Development Review Committee (DRC) met on September 18, 2006, and reviewed the Preliminary/Final Site Plan. DRC voted unanimously to recommend approval subject to making some minor changes. Subsequently, the applicant has answered the comments. STAFF RECOMMENDATION Staff recommends that the Planning and Zoning Commission recommend approval of the Preliminary/Final Site Plan for West Orange Investments Storage Facility, as dated stamped received by the City on October 5, 2006, subject to the applicant completing the City Attorney's comments. DISCUSSION Member Conkling commented that this development is another storage unit in the area and it seems the area just continues on with the same theme. Member Sills inquired if the storage unit was for personal items. Principal Planner Fabre stated it is his understanding that the storage unit is a self-controlled environment (self -storage) with no outside storage. Member Morris stated that the U-Haul Storage unit across the street has a water tank outside which he believed was because they had to have it fire sprinkled. He further inquired if that would be an issue for this proposed development. Community Development Director Planning and Zoning Commission Regular Meeting October 10, 2006 Wagner stated the County left the U-Haul Storage building to be built in the County with no water service. He explained that because they refused to annex into the City of Ocoee even though there are water mains on both sides of State Road 50 they instead had to put a tank outside their facility for fire protection. West Orange Investments will not have the same issue as U-Haul because they will be tying into the City's water main and they are going to temporarily build a septic tank. Chairman Golden stated he did not see the standard conditions of approval notes on tree preservation as he has on all the other commercial site plans. Principal Planner Fabre stated they usually get the conditions of approval from the City Attorney's office however, he does know that there are some trees that the developer is going to try to preserve. There was not many significant trees that staff was worried about on this site. Chairman Golden stated he would like to see the standard conditions of approval notes added to the plans before it goes before the City Commission. Chairman Golden stated his other concern is on the storm water pond regarding the depth of the pond and the lack of fencing around the pond. Principal Planner Fabre stated there will be decorative railing along the pond. Community Development Director Wagner stated on page five of the plans there is notation of the decorative block retaining wall with handrail. He further stated normally they have cut sheets in the drawing section and agrees that they should get with the applicant to go ahead and add a detail of the fence as additional conditions. The Public Hearing was opened for the Preliminary/Final Site Plan. Spencer Cross, 109 S. Lakeshore Drive, expressed his concern regarding traffic congestion in the area for the proposed development and the pond being near his property. Principal Planner Fabre stated the pond would be somewhat hidden by trees and the landscaping area. He further stated as far as the traffic situation they will be getting additional right-of-way to help alleviate that problem. John McLane, applicant for the development, briefly explained the architecture of the building and the demand for a storage unit. He further explained that the water retention on the property will be a dry pond and will only be on the east and south side of the property with a decorative wall and extensive landscaping. Chairman Golden inquired what the traffic generation number would be for a facility such as the proposed building. Mr. McLane stated that compared to any other retail building, a self storage building will have one of the lowest traffic impacts. He further stated on a national average for a facility that size they may have 6-7% of the total units (500-units) visiting the site. He further stated Marshall Planning and Zoning Commission Regular Meeting October 10, 2006 Farms Road will be widened and the driveway to the development is being pushed back. Mr. McLane encouraged everyone to visit his existing Turkey Lake facility to see how state of the art the facility really is. The Public Hearing was closed for the Preliminary/Final Site Plan. Vice Chair McKev. seconded by Member Morris. moved to recommend aooroval of the Preliminary/ Final Site Plan for West Oranae Investments Storage Facility. as date stamped received by the Citv on October 5. 2006. subject to the following: incomoratina lanouaae into the clans oer the Citv Attomev for COA #18 oertainina to the or000rtionate share fundino of the forcemain by the Develoaer onor to the Citv Commission meetina. develooment conditions on showing the railino details on the drawings. orovidina the standard conditions of aooroval notes on tree oreservation. and the Citv Attomev comments dated October 6 .2006. Motion - carried unanimously OCOEE PINES (fka WHISPERING PINES) — ANNEXATION Principal Planner Fabre stated Ocoee Pines is an annexation of +/- 111 acres and is located north and west of Clarcona-Ocoee Road, and south and east of Forest Lake Golf Course. The Future Land Use designation is Single -Family Low Density. Currently the zoning is Orange County. The applicant is requesting annexation into the corporate limits of the City of Ocoee and does meet the requirements under the state guidelines of annexation. Staff has reviewed to see if the subject property meets the Joint Planning Area Agreement and Comprehensive Plan, in which it meets both. DEVELOPMENT REVIFW COMMITTEE The Development Review Committee (DRC) met on September 18, 2006, and reviewed the Annexation. DRC voted unanimously to recommend approval of the annexation of Ocoee Pines as presented. STA,FF RECOMMENDATION Staff recommends that the Planning and Zoning Commission recommend approval of the annexation of +/- 111 acres parcel of land known as Ocoee Pines. Principal Planner Fabre also stated there was some dedication of right-of-way to Orange County for re -alignment and widening of Clarcona-Ocoee Road. DISCUSSION Member West inquired as to why the developer was not requesting for a rezoning at this time. City Attorney Palmer stated he believes there is still going to be some school concurrency issues which the applicant is attempting to resolve and Planning and Zoning Commission Regular Meeting October 10, 2006 they did not want that to hold up the annexation. Member Morris inquired about the dedication of Clarcona-Ocoee Road. Community Development Director Wagner clarified that the right-of-way will be dedicated but is not currently dedicated. He further stated that it will be dedicated under an extensive development agreement with Orange County upon approval of the project. In turn Orange County is giving the developer some impact fee credits on projects in Orange County (the City is not providing impact fee credits since that is a County Road). When the project is presented to the Planning and Zoning Commission possibly next month they will see how everything comes together and the four lane road ties into the development. Community Development Director Wagner gave a brief history of the property stating it was formally a trailer park platted back in 1925. He stated there are two pieces from the trailer park that are currently still there and on the developer's plat the County made them provide easement access to those parcels. The City intends once this property is annexed and the development is approved that those two parcels fall within public right-of-ways or park areas. If the developer can not finalize the acquisition of the two parcels then the City can go in and condemn the two properties. The Public Hearing was opened for the Annexation. Jason Saari, representative for the applicant, stated that prior to bringing the voluntary annexation to the City the property owner had to go through a roadway network agreement with the County as well as the County replat. He further stated the roadway is dedicated by the plat as provided in their network agreement. Further discussion ensued regarding the dedication of the road -right-of-way. As no one wished to speak, the Public Hearing was closed for the Annexation. Member Camobell. seconded by Member Morris, moved to recommend aonroval of the Annexation of the +/- 111 acres oarcel of land known as Ocoee Pines, Motion carried unanimousiv. OAK TRAIL RESERVE PUD — PRELIMINARY SUBDIVISION PLAN Principal Planner Fabre stated the Oak Trail Reserve PUD is located north of Clarke Road and Clarcona-Ocoee Road. The Future Land Use designation is Low Density Residential. The PUD was officially approved by the City Commission on August 17, 2004, for a maximum of 140 dwelling units. The PSP includes the extension of Clarke Road which will go through the development and will have a remnant parcel (triangular in shape and consists of approximately 1.6 acres of Planning and Zoning Commission Regular Meeting October 10, 2006 land) that will be dedicated to the City. This tract will serve as a mini trail head park. Landscape buffers will be provided and will be either a vinyl fence or brick wall, determination will be made by the developer. Due to littoral zones into the stormwater pond, final sign off is required by St. Johns River Water Management District. The subject property is approximately 38.6 acres in size of which 3.6 acres are designated as conservation. The Preliminary Subdivision Plan proposes 45 single-family residential lots and 52 town home units. The overall density on the project is 3.6 dwelling units per acre. DEVELOPrENT F�EVIEW 2t0MM`TT The Development Review Gommdtee DRC) met on September 18, 2006, and reviewed the Preliminary Subdivision Plan, in which there were some issues to be addressed. All the issues were discussed and DRC voted unanimously to recommend approval of the Preliminary Subdivision Plan subject to the conditions being met. $TOFF RECOMMENDATION $ta recommends that the Planning and Zoning Commission recommend approval of the Preliminary Subdivision Plan of Oak Trail Reserve PUD, as date stamped received by the City on September 27, 2006. DISCUSSION Member Campbell inquired about "Tract E" and whether there were any plans on the trail head. Principal Planner Fabre stated there are no plans; however the developer did mention that they may have some trees left over from the landscaping that they may put in the trail head area for enhancement. He further stated the Parks and Recreation Department will most likely pursue the development of the trail. Chairman Golden stated it appears that about a quarter of the development is in the 100-year flood plan and the City code does not allow development within the 100-year flood plan. He inquired as to how the developer was going to address that issue. Principal Planner Fabre stated the FEMA map will be amended and corrected. Community Development Director Wagner stated a few years ago a group came before the City Commission and had asked for the Comprehensive Plan to be amended to permit the use of isolated lakes for stormwater management. The lake in this particular project is nothing more than a sink hole that will be reshaped and put at a higher elevation. They will then change the FEMA map to a higher 100-year flood plan elevation. Chairman Golden stated the developer at this point is only assuming the FEMA map will be changed but it Planning and Zoning Commission Regular Meeting October 10, 2006 has not been changed and he feels there should be a note in the plans that the development can not go in the 100-year flood plan unless the changes are made. Principal Planner Fabre stated there is a condition of approval on the plans. A brief discussion continued regarding the 100-year flood plan. Vice Chair McKay inquired if part of Clarke Road was going to be extended until the entrance of the development. Community Development Director Wagner stated the developer as part of the original development agreement to get the PUD approval is going to dedicate the land necessary for the additional paving of Clarke Road, as well as dedicate the triangular tract for a trail, and some right-of-way dedication for Clarcona-Ocoee Road. He further stated the developer will also engineer 100% of the four lanes of Clarke Road. Vice Chair McKey stated that he presumes there is wording in the development agreement about the trees on individual lots and that they will not be destroyed until they are analyzed. Community Development Director Wagner stated for this development there are particular areas where the trees are going to be saved; however, there will be some significant grading on the site as well. The Public Hearing was opened for the Preliminary Subdivision Plan. Cecilia Bonifay, representative for the applicant, stated she has her entire team involved with the Oak Trial Reserve PUD available tonight to answer any questions the board or citizens may have. She briefly gave an overview of the project. Chairman Golden stated he would like to ask the Engineer some questions. He further inquired how the Engineer plans to change the flood plan map to support the development. Jack Smith, PDA Engineer, stated with FEMA it will be a two step process in which first they will have to send out an application with their provisions. After the application is approved then the project is built and as built plans certified by the surveyor have to be sent to FEMA to verify that the elevations proposed are actually constructible. Chairman Golden further inquired as to how long the Engineer would anticipate the process with FEMA would take. Mr. Smith stated he would anticipate about 90 days. Further discussion ensued regarding the flood plan area. Elaine Anchors, Wetland Specialist for Modica & Associates, approached the podium to answer questions. Chairman Golden stated he noticed the wetland lines were about 62 ft. around the lake and the elevation of the lake was at 67 ft. in 2004. He further inquired if that was correct or if he had misread the maps. Ms. Anchors stated she does not know the elevation of that system however she does know that it is a sinkhole system and fluctuates greatly over the years. Chairman Planning and Zoning Commission Regular Meeting October 10, 2006 Golden stated he just felt that if the lake goes up to 67 ft. the wetland lines should be at a higher level elevation. Ms. Anchors stated that it is not necessarily true to have a higher wetland line because if the hydrology is just periodic and does not result in hydric soil or wetland vegetation then they do not necessarily flag it as a wetland area. Vice Chairman McKey inquired about the trails and Mike Carter, PDA Engineer briefly explained the trails that are proposed for that development. Chairman Golden further suggested that the Engineer on future plans mark the trees on the plans with a highlighter showing a preservation line around the trees. Community Development Director Wagner stated until they see the final grading plan it is difficult at this point to know what exactly can stay. When the final plans are presented to the board the preservation line will be shown on the plans. Further discussion ensued regarding trees on the development. The Public Hearing was closed for the Preliminary Subdivision Plan Member West seconded by Vice Chair McKev. moved to recommend aoproval of the Preliminary Subdivision Plan for Oak Trail Reserve PUD. as date stamped received by the Citv on September 27. 2006. Motion carried 6-1. with Chairman Golden opposina. ARDEN PARK PUD — REZONING/LAND USE PLAN Community Development Director Wagner stated the subject property is located on the north and south sides of Clarcona-Ocoee Road, west of Hobson Road, and east of Ingram Road. The Future Land Use map designates the property as Low Density Residential, with areas around Lakes Sims, Meadow, and Trout designated Conservation/Floodplains. The existing zoning is R-1AA. This property is one of the most unique and natural sites in Ocoee with a natural spring, natural sink hole, and natural features of Lake Meadow surrounding the property. The request is to rezone the property to PUD with a total of 925 units proposed for the development. The proposed units will be a mixture of single-family and townhomes with a maximum density of 2.96 dwelling units per acre. This density is consistent with the underlying land use and represents a similar density contained in a conventional single-family development. The townhome tract will be single-family on a loop road around Lake Sims with a series of retentions ponds to capture the water before it goes into Lake Sims. Recreational facilities will be located to the southeast of the Lake. The south side of the property will contain single-family development over looking Lake Meadow. This development is one of the most complex sites the City has ever developed and largest project they have Planning and Zoning Commission Regular Meeting October 10, 2006 ever approved due to total number of units. Six phases are proposed so it will take quite a number of years to develop out. The land use plan indicates the townhomes will be constructed with a minimum square footage of 1,300 square feet. The single-family units will be constructed with most units averaging 2,200 square feet. The developer has agreed to construct a portion of the proposed Clarke Road extension. In addition, the land use plan indicates approximately 15 acres will be dedicated to the School Board for an elementary school. Clarcona-Ocoee Road will be widened into a 4-lane segment throughout this area. The developer will be responsible for curb, gutter, and drainage improvements along the portion of Ingram Road. Community Development Director Wagner stated waivers from certain requirements of the Land Development Code have been requested to allow the proposed preservation and enhancement activities to occur on site. In addition to these waiver requests, a waiver has been requested to allow deferment of the construction of the Community Meeting Room to the time of the 200'h Certificate of Occupancy has been issued. The utilities for the site will be the northern portion is Orange County and the southern portion will be the City of Ocoee. There are some agreements on extending the utilities from the City into the northern site. Retention and enhanced stormwater management ponds will be within the 100- year flood plan area. DEVELOPrJ�AENT REVIEW COMMITTEE The DevelopmenttReview Committee (DRC) met on September 18, 2006, and reviewed the PUD Land Use Plan, in which there were some issues to be addressed. All the issues were discussed and DRC voted unanimously to recommend approval of the UD Land Use Plan subject to the conditions being met. \STg7F RECOMMENDATION Staff recommends that the Planning and Zoning Commission recommend approval of the PUD Land Use Plan, as date stamped received by the City on October 5, 2006; subject to the staff comments being resolved and incorporated into the plans prior to the City Commission action. DISCUSSION Member Morris inquired as to what an estate size lot is. Community Development Director Wagner stated an estate lot would be 85x140 and there will be a few lots larger than that. 10 Planning and Zoning Commission Regular Meeting October 10, 2006 Vice Chair McKey inquired about the paving of the roads and Community Development Director Wagner briefly explained the proposed road improvements of the development. Member Sills inquired if there is an agreement that does not allow the City to provide portable water. It has always been his concern as to why they provide some services and Orange Co. provides the other. Community Development Director Wagner stated he does not know how it was negotiated and why but somehow or another there is a utility services boundary that extends through the northern portion of the City and it happened to go through this area. Everything north of the road is Orange County sewer and water and everything south is the City of Ocoee sewer and water; the City does however maintain re -use water throughout the entire area. Chairman Golden inquired about the listed waivers and Community Development Director Wagner briefly explained the waiver requests. The Public Hearing was opened for the PUD Land Use Plan. Becky Furman, representative for applicant Beazer Homes, briefly gave an overview of the development. Chairman Golden inquired if the proposed elementary school would be able to hold the number of students the development will be bringing in. Ms. Furman stated since the development had already been zoned R-1AA they did not have to go through the capacity agreement with the school. The theory is that since the property was already zoned R-1AA for development of homes the School Board should have been planning for those homes to be there. Jim Hall, Canin Associates, was asked by Chairman Golden as to how the upland areas were mapped. Mr. Hall briefly explained the mapping of the upland areas and how they helped preserve the natural look of the area. Vice Chair McKay inquired as to why there were asking for a waiver on the historic specimen tree. He further stated the City usually has a procedure for that but they are requesting something different. Mr. Hall stated what they are asking for is for these areas to be dedicated to preservation and limited grading area. Member West stated the property they are developing is a unique piece of property and will be a real asset to the City. Robert Gormican, 980 W. McCormick Road, asked for staff to point out the school property and further stated he has concerns regarding the run-off into the southwest corner of his property. The Engineer for the development stated the Planning and Zoning Commission Regular Meeting October 10, 2006 run-off on his plans show everything going east or into their pond. Mr. Gormican was satisfied with the response and had no further questions. The Public Hearing was closed for the PUD Land Use Plan. Chairman Golden stated there are a lot of details they do not usually see in a Land Use Plan and was wondering when it does go into Preliminary Subdivision how set in stone are the Land Use Plans for the preservation areas. Community Development Director Wagner stated their hope is that they have everything covered as far as the waivers. He further stated hopefully the developer will be confident to move forward when it comes to the Preliminary stages. Vice Chair McKey stated the plans are excellent and feels the enhancement of preserving the natural beauty of the site is terrific. He further stated he still has concerns about parking on some of the smaller lots and the waiver for the Community Room. He feels the Community Room is too big and the developer should abide by the ordinance we currently have in place. Vice Chair McKey stated he would like to see some kind of signalization on Clarcona-Ocoee Road to help people get across and would like for the board to support him in making that a condition of approval, Community Development Director Wagner announced that one of the things he did not mention was that there were two entrances into the project and one of the things they worked out with the developer was to go with the single entrance and equally space it between Clarke Road and Ingram Road. He further stated he does know there will be a signal at Clarke Road and possibly Ingram Road. Due to the spacing of the entrance it does open the possibility of a traffic signal in the future if warranted. The Public Hearing was opened for the PUD Land Use Plan. Ms. Furman stated there is a gated pedestrian exit onto what is now Clarcona- Ocoee Road. She further stated as far as the Community Room they came up with the 200m number because there is about 169 units to the south and if they had moved it to the north they would have had to bring an entire PSP and grading for a much larger section. Vice Chair McKey inquired if it was possible to put a temporary building on the north side. Member Morris inquired if the Homeowner's Association was turned over to the subdivision once built out. It was answered that the subdivision had to be 90% built out before it was turned over to the HOA. Community Development Director Wagner stated that City Commission has approved waivers for Community Rooms and staff feels it was a comparable negotiation. The Public Hearing was closed for the PUD Land Use Plan Planning and Zoning Commission Regular Meeting October 10, 2006 Member West. seconded by Member Camobelf. moved to recommend aooroval of the Rezonina of the Drooertv from the Citv of Ocoee R-IAA to PUD based uoon aooroval of the Land Use Plan. as date stamoed received by the Citv on October 5. 2006. subject to the attached staff comments being resolved and incomorated into the Dlans orior to Citv Commission action. Motion carried unanimously. MISCELLANOUS Community Development Director Wagner announced next month there will be another 5-6 projects and they will try to bring as many of those forward to the board. The most important project being Fountain West which will constitute where they will get West Road realigned and make it a plus intersection with Ocoee Crown Point Parkway intersection. He further announced it will be a busy session next month and it is important for all board members to be present. Chairman Golden announced that staff is doing a good job of getting the packets together. Community Development Director Wagner announced the parking ordinance was put on hold until January or February due to a big turnout of citizens at the Commission meeting protesting the ordinance. ADJOURNMENT The meeting adjourned at 9:41 p.m. Attest: APPROVED: Melanie Sibbitt, Deputy City Clerk Jim Golden, Chairman 13 ITEM NUMBER IV. A Maine Street Properties Annexation and Rezoning Mayor S. Scott Vandergrift Citv Manaaer Robert Frank STAFF REPORT Commissioners Gary Hood, District 1 Scott Anderson, District 2 Rusty Johnson, District 3 Joel F. Keller, District 4 DATE: October 26, 2006 TO: The Planning & Zoning Commission FROM: Bobby Howell, Senior Planner THROUGH: Russ Wagner, AICP, Community Development Director 0Z SUBJECT: Maine Street Parcels Annexation/Rezoning AX-07-07-29 & RZ-06-07-04 ISSUE: Should the Planning & Zoning Commission recommend approval of the Annexation and Rezoning of the Maine Street Parcels? BACKGROUND: General Location: The subject properties are located on the northwest corner of Maine Street and Chicago Avenue, South of Tiger Minor Park, and east of Richmond Avenue. Parcel Identification Numbers: 17-22-28-6144-05-080, 17-22-28-6144-05-140, 17-22-28-6144-05-141, 17-22-28-6144-05-150, 17-22-28-6144-05-152, 17-22-28-6144-05-151 Parcel Size: 33.176 +/-acres Actual land use, and unique features of the subiect properties: The properties are comprised of several residential units, and agricultural uses consisting of citrus groves and associated uses. CONSISTENCY WITH STATE & 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 properties will lessen an existing enclave that the subject parcels are contained within. The subject properties are contiguous to the City limits on the south, west, and east. To the north is City owned property currently within unincorporated Orange County that is comprised of Tiger Minor Park, and a water treatment facility. This property will be annexed into the City at a later date in order to eliminate the enclave. The subject properties are contiguous to the City of Ocoee and, therefore, eligible for annexation. In addition, the developer will be required to enter into an Annexation Agreement with the City that will require the developer to dedicate all areas within any wetland or 100-year floodplain to the City, dedicate sufficient right-of-way for a bike path along the City of Ocoee • 150 N Lakeshore Drive • Ocoee, Florida 34761 phone: (407) 905-3100 • fax: (407) 656-8504 • www.ci.ocoee.fl.us Project: Maine Street Parcels AX-07-07-29 & RZ-06-07-04 wetlands and 100-year floodplain, and dedicate a minimum of 100-feet of right-of-way for Maine Street to the City. Joint Planning Area Agreement: The subject properties are located within the Ocoee -Orange County Joint Planning Area (JPA) and is being considered for annexation as outlined in the JPA Agreement. The applicant is concurrently requesting rezoning of the properties to R-3 (Multiple -Family Dwelling). 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. Rezoninq: The applicant has requested a City of Ocoee zoning designation of R-3 (Multiple -Family Dwelling). According to the Land Development Code, the R-3 zoning designation is intended for areas shown on the Future Land Use Map as "High Density Residential". The R-3 zoning designation is consistent with the adopted future land use designation of High Density Residential, shown on both the City of Ocoee and Orange County Joint Planning Area future land use maps. The rezoning is consistent with the CRA (Community Redevelopment Area) Plan, the State Road 50 Activity Center Plan, and is best suited for high intensity development that is detailed within these plans. Comprehensive Plan: The annexation is consistent with the 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]. The rezoning is consistent with 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..." 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 could be adequately provided to the subject properties. Should the applicant choose to develop the property in the future; however, they will be required to make certain improvements in accordance with the Land Development Code. (See attached "Annexation Feasibility Analysis") 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. The rezoning to R-3 is consistent with both the City of Ocoee and Orange County Joint Planning Area future land use maps. DEVELOPMENT REVIEW COMMITTEE (DRC) RECOMMENDATION: On October 26, 2006, the DRC met to determine if the proposed annexation was consistent with the City's regulations and policies. Based on the above analysis and subsequent discussions, the DRC recommended approval of the annexation of the Maine Street Parcels as presented. Page 2 of 3 Project: Maine Street Parcels AX-07-07-29 & RZ-06-07-04 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 +/-33.176 acres of land known as the Maine Street Parcels, and rezoning to "R-3" Multiple -Family Dwelling District. Attachments: Location Map Surrounding Future Land Use Map Surrounding Zoning Map Annexation Feasibility Analysis Report Revised Conditions for Incorporation into Annexation Agreement O:\Staff Reports\2006\SR06048_BH_MaineStreet_AnnexationReZoning_P&Z.doc Page 3 of 3 IdEN��d I 12 Maine Street Parcels Location Map Q 2 W U m __j LAKE BENNET 1 —I G�NEVA ckdo tb b�EIE T ry Ae% 7R; VIP Ocoee Community Development Department I inch equals 597-014925 feet 200100 0 200 400 600 Feet CF low wl� Printed: September 2006 Subject Property Unincorporated Territory and Other Municipalties Zoning Classification: General Agricultural (A-1) Suburban (A-2) Single -Family Dwelling (R-1 AAA) Single -Family Dwelling (R-1AA) Single -Family Dwelling (R-1A) Single -Family Dwelling (R-1) One- & Two -Family Dwelling (R-2) Multiple -Family Dwelling (R-3) 3� M, Mobile Home Subdivision (RT-1) % Professional Offices & Services (P-S) Neighborhood Shopping (C-1) N 01 Community Commercial (C-2) =General Commercial (C-3) Restricted Manufacturing - & Warehousing (1-1) General Industrial (1-2) Commercial (PUD) Low Density (PUD) Medium Density (PUD) High Density (PUD) Public Use (PUD) 1. Unclassified Lakes and Water Bodies Rfi aine Street Par cels ...�:] Surrounding Zoning Ma CITY OF OCOEE ANNEXATION FEASIBILITY ANALYSIS CASE NUMBER: AX-07-07-29 APPLICANT NAME: McCormick Road, LLC PROJECT NAME: MAINE STREET PARCELS 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. 11. PLANNING DEPARTMENT A. Applicant/Owner 1. Owner (if different from Applicant): B. Property Location 11. General Location: 2. Parcel Identification Numbers: 3. Street Addresses: 14. Size of Parcels: C. Use Characteristics 1. Existing Use: 2. Proposed Use: 3. Density / Intensity: 4. Projected Population: D. Zoning and Land Use Bobby Howell j Hawthorne Properties, LTD., Douglas Alan Popwell, M. Claude Hawthorne, James Hawthorne Northwest corner of Chicago Avenue and Maine Street 17-22-28-6144-05-080, 17-22-28-6144-05-140, 17- 22-28-6144-05-141, 17-22-28-6144-05-150, 17-22- 28-6144-05-152, 17-22-28-6144-05-151 955 Chicago Ave, 361 Maine Street, 355 Maine Street, 1177 Chicago Ave, 1101 Chicago Ave, 955 Chicago Ave 33.176 acres total for all 6 parcels. Agricultural / Residential Multi -family residential 16 du/acre Unknown 1. Orange County Future Land Use: High Density Residential / Conservation/Floodplains j 2. Orange County Zoning: A-1 (Agricultural District) 3. Existing Ocoee Future Land Use: High Density Residential 4. Proposed Ocoee Zoning: R-3 (Multiple -Family Dwelling) E. Consistency 1. Joint Planning Area 2. Comprehensive Plan: II. FIRE DEPARTMENT I. Estimated Response Time: 2. Distance to Property: 3. Fire Flow Requirements: Yes Yes Chief Richard Firstner 2-3 miles � 1 mile from FD 1 (Bluford Avenue) 500 gpm Page 1 of 3 III. POLICE DEPARTMENT 1. Police Patrol Zone / Grid / Area: 2. Estimated Response Time: 3. Distance to Property: 4. Average Travel Time IV. ECONOMIC VALUE 1. Property Appraiser Taxable Value: 2. Property Appraiser Just Value 3. Estimated City Ad Valorem Taxes: 14. Anticipated Licenses & Permits: 1 5. Potential Impact Fees: 1 6. Total Project Revenues: V. BUILDING DEPARTMENT 11. Within the 100-year Flood Plain: VI. UTILITIES A. Potable Water 1. In Ocoee Service Area: 2. City Capable of Serving Area: 3. Extension Needed: 4. Location and Size of Nearest Water Main: B. Sanitary Sewer 1. In Ocoee Service Area: 2. City Capable of Serving Area: 3. Extension Needed: 4. Location and Size of Nearest Force Main: 5. Annexation Agreement Needed: C. Other 1. Utility Easement Needed: 2. Private Lift Station Needed: 3. Well Protection Area Needed: Applicant Name: McCormick Road, LLC Project Name: Maine Street Parcels Case #: AX-07-07-29 Zone 3 / Grid 12 5-9 minutes 2 miles 8-10 minutes $312,610 for all 6 parcels $312,610 for all 6 parcels Unknown Unknown Unknown Unknown Yes — portions Chief Ron Reffett J 1 1 l Bobby Howell J Bobby Howell J 1 David Wheeler, P.E. Yes Yes Yes 12 inch on Bluford and 12 inch on SR 50 Yes Yes Yes L.S. # 7 located in south of Maine Street Yes No, only right-of-way No, City owned No l Richmond Avenue right-of-way Page 2 of 3 VII. TRANSPORTATION 1. Paved Access: 2. ROW Dedication: 3. Traffic Study: 4. Traffic Analysis Zone: Applicant Name: McCormick Road, LLC Project Name: Maine Street Parcels Case #: AX-07-07-29 Bobby Howell Yes — upon development 100-feet along the Maine Street corridor Yes 594 Vill. PRELIMINARY CONCURRENCY EVALUATION Bobby Howell To be determined during the latter stages of development review. A. Transportation: Tiger Minor Park to the north will be able to serve the property. B. Parks /Recreation: At the time of the analysis, sufficient water/sewer capacity existed to C. Water / Sewer: accommodate the proposed annexation. This condition may change and will be subject to an official concurrency evaluation during the subdivision plan approval process. The applicant will be required to handle stormwater retention on -site. i D. Stormwater: At the time of this analysis, sufficient solid waste capacity existed to E. Solid Waste: accommodate the proposed annexation. This condition may change and will be subject to an official concurrency evaluation during the subdivision plan approval process. To be determined at the time the building permit is requested. F. Impact Fees: IX. SITE SPECIFIC ISSUES All Departments i This site will enter into an Annexation Agreement. For the specifics of the agreement, please see the attached, Proposed Conditions of Approval: Maine Street Parcels. X. CONSISTENCY WITH STATE REGULATIONS: Bobby Howell 1 These properties are contiguous with the City Limits and reduce the area of an enclave; therefore this annexation is consistent with CH. 171.043 (1) & (2), Florida Statutes. Page 3 of 3 MAINE STREET PARCELS ANNEXATION AND REZONING: REVISED CONDITIONS FOR INCORPORATION INTO ANNEXATION AGREEMENT (10/25/06) 1. The Owner shall execute an Annexation Agreement incorporating the conditions set forth below. 2. At the time of platting of any portion of the Property, the Owner shall convey to the City all non -developable lands, including all remaining wetlands, 100 year floodplain areas and a 25-foot upland buffer; provided, however, that to the extent any such "non - developable areas" are needed for mitigation (whether to the City or any other governmental entity), retention and/or passive recreational purposes as approved by the City, it is agreed that the Owner shall not be required to convey such portions thereof. 3. The Owner agrees that the Property is not vested for concurrency or operational impacts on roads by virtue of this Agreement and the annexation of the Property. 4. The development plan for the Property shall provide for the conveyance to the City of a bicycle path in accordance with the Activity Center Plan set forth in the Land Development Code. 5. The development plan for the Property shall provide for the conveyance to the City of a minimum of 100-feet of right-of-way along the Maine Street corridor extending through the Property, unless otherwise agreed to by the City in connection with the approval by the City of a development plan for the Property. The existing Maine Street right-of-way will be included in any calculation of the right-of-way to be conveyed. The specific location and configuration thereof will be set forth in the development plan for the Property and shall be subject to the approval of the City. 6. The Owner will be required, at a minimum, to pave at their cost three lanes of Maine Street adjoining the Property at the time of development. Additional lanes and connecting roadway paving may also be required to access the Property and to provide adequate roadway capacity for concurrency purposes, unless otherwise agreed to by the City. 7. The Owner will work with surrounding property owners in creating a cohesive development pattern in the immediate area. 8. The Owner shall extend at their cost water, sewer, and reuse lines to the Property at the time of development; provided, however, that the City will pay for any oversizing of such utilities as may be requested by the City. 9. In connection with any of the conveyances and improvements set forth above, the Owner shall not be entitled to any impact fee credits or other compensation of any kind for, on account of, or with respect to such conveyances and improvements. 10. Nothing set forth in the Annexation Agreement shall be construed as a waiver of any provisions of the Ocoee Comprehensive Plan and/or the Ocoee Land Development Code. ORLA_425661.1 Fountains West Small Scale Comprehensive Plan Amendment PUD Rezoning / Land • +1iUse Plan - _r r, - - � M,qv(-.)r- S, Scott vrlrldergrifl Citv Maiiac,,,-er Robert Frarfl< DATE: November 7, 2006 Corn i ii i ssio tiers (;iary flood, L)istrict I 1--',cott Aia(lerson, District 2 Riisty Johiisoji, District 3 "Joel F. Keller, District 4 TO: The Planning and Zoning Commission FROM: J. Antonio Fare, AICP, Principal PlannerQk� THROUGH: Russ Wagner, AICP, Community Development Director 0V SUBJECT: Fountains West Comprehensive Plan Amendment Project # CPA-03-01-05 Should the Planning & Zoning Commission recommend Approval of a Small -Scale Comprehensive Plan Amendment (Low Density Residential to Commercial) for the Fountains West property? An ordinance to rezone the property to PUD based upon the approved Land Use Plan will be considered by the Planning & Zoning Commission simultaneously with this small-scale Comprehensive Plan Amendment. The Comprehensive Plan Amendment parcel lies on the east side of Ocoee -Apopka Road approximately 500 feet north of the intersection with West Road. The subject property is approximately 9.9 acres in size and lies directly north of an already designated "Commercial" parcel of land owned by the petitioner. The subject property is currently undeveloped and sparsely covered with a small mixture of sand pine, scrub and laurel oak trees and other varieties of trees scattered around the property. Moreover, most of the property was a former citrus grove that is now cleared. no zoning Commissi November 14, 2006 Page 2 of 2 1 SEE= Attachments: Location Map; Future Land Use Map, - Proposed Future Land Use Map, O"Staff Reports\2006\SR06055—AF—FountainsWest—COMpP9anAmend—P&Z.doc Fountains West Comprehensive Plan Amendment I Location Map 7 _ ----- PAW O: ca a R J01"fOSA" - c) EL _P M -WEST-.-- .. _6_p_,O, 0 9 C C z Fountains West Comprehensive Plan Amendment Future Land Use Map Ce CO - Owes Community Developm Department I inch equals 800 feet 260130 D 260 520 780 Feet Printed: November 2006 OSubject Property Unincorporated Territory and Other Municipalties Low Density Residential Medium Density Residential High Density Residential Commercial Light Industrial Heavy industrial Conservation/Floodplains Recreation and Open Space Public Facilities/institutional Lakes and Water Bodies .--ountains West Comprehensive Plan Amendmen-) Proposed Future Land Use Map I inch equals 800 feet 260130 0 260 520 780 Feet ■ Printed: November 2006 OSubject Property Unincorporated Territory Mand Other Municipalties Low Density Residential Medium Density Residential High Density Residential Professional Offices and Services Commercial Light Industrial Heavy Industrial Conservation/Floodplains Recreation and Open Space Public Facilities/Institutional Lakes and Water Bodies 11 Mav(.,)r & Scott Vandergrift City Maria-.' er Robert Frarik Cerrter of Ggod wamwMizal Conimissioners GarN, Hood, District 1, Scott Anderson, District 2 R-usty Johnson, District 3 ,Joel F. Keller, District -4 DATE: November 8, 2006 TO: The Planning and Zoning Commission FROM: J. Antonio Fabre, AICP, Principal Planner THROUGH: Russ Wagner, AICP, Community Development Director SUBJECT: Fountains West PUD Rezoning / Land Use Plan Project # RZ-05-03-02 Should the Planning & Zoning Commission recommend approval of the PUD rezoning and Land Use Plan for Fountains West? 2-9002NEW An ordinance for a small-scale Comprehensive Plan Amendment for a portion of this property will be considered by the Planning & Zoning Commission simultaneously with this PUD rezoning based upon the approved Land Use Plan. Fountains West PUD property is located on the northeast corner of the intersection of We!zvVi Road and Ocoee -Apopka Road, The property encompasses approximately 43.03 acres VT land of which approximately 4.73 acres will be designated as wetland/conservation to be dedicated to the City. Additionally as part of the onsite wetland mitigation, 1.1 acre will be dedicated to the City as a Public Trail (Tract G). The subject property is currently undeveloped and sparsely covered with a small mixture of sand pine, scrub and laurel oak trees and other varieties of trees scattered around the property. Moreover, most of the property was a former citrus grove that is now cleared. i - - •« 14, 2006 Page 2 of 3 I ON11211i'i KIWI The applicant is requesting a waiver from Art. VI, Sec. 6-14, C, (1), (b), ii, which requires that smaller commercial structures and outparcels situated along primary and secondary roadways will not dominate the street frontage and shall be restricted to no more than 50% of the linear roadway frontage within a planned commercial development or subdivision. The justification listed in the waiver table on the cover sheet indicates that the developer is dedicating right-of-way along Ocoee -Apopka Road and right-of-way along West Road as an offsetting public benefit. Staff supports the Waiver request as presented, November 14, 2006 Page 3 of 3 1 2The applicant is requesting a waiver from Art. VI, Sec. 6-14, C, (1), (a), v, which requires the minimum building setback to be 50 feet along public primary roadways. The applicant is proposing a 25 feet building setback along Ocoee -Apopka Road. The justification listed in the waiver table on the cover sheet indicates that the developer is dedicating right-of-way along Ocoee -Apopka Road and right-of-way along West Road as an offsetting public benefit. Staff supports the Waiver request as presented. Tract 1 is essentially a remnant of an original parent parcel of land for this project. Tract 1 will remain with its original 1-1 zoning but will be subject to the Conditions of Approval outlined on the Land Use Plan and Development Agreement, A Development Agreement will eventually accompany the PUD Land Use Plan for approval and execution by the City Commission. The agreement will allow for road impact fee credits to be issued to the applicant (not to exceed the amount of $250,000.00 for the Road "A" improvements). The Conditions of Approval specified in the Land Use Plan form the basis of the proposed Development Agreement. The Development Review Committee (DRC) reviewed the Fountains West PUD on October 26, 2006. There were minor technical issues to be addressed from the City Attorney and Planning Division that were identified in written staff comments and presented verbally. All of the issues were discussed and all changes to the Plan were agreed upon. The applicant raised the issue about a Fast Food restaurant locating on Lot 2. Staff advised the applicant that staff will not support any Fast Food restaurants on lots fronting Ocoee -Apopka Road (specifically lots 1 and 2) due to the close proximity of residential units across the street and since Drive-in restaurants are prohibited within 200 feet of any residence per existing LDC requirements. After discussion was completed, the DRC voted unanimously to recommend approval of the Fountains West PUD Land Use Plan, subject to the changes discussed being made to the plans ahead of the Planning & Zoning Commission. A revised Fountains West PUD Land Use Plan (date stamped November 6, 2006) incorporates the DRC's requested changes; excepted for some minor remaining legal issues. Based on the recommendation of the DRC, Staff respectfully recommends that the Planning and Zoning Commission recommend approval of rezoning the property from C-2 "Community Commercial", R-1A "Single -Family Dwelling", and 1-1 "Restricted Manufacturing & Warehousing" to PUD based on the Land Use Plan, as date stamped received by the City on November 6, 2006, subject to resolving the last remaining issues addressed in the City Attorney's review memorandum and approval of the small-scale Comprehensive Plan Amendment. Attachments: City Attorney's Memorandum dated November 8, 2006; Location Map; Existing Zoning Map; Proposed Zoning Map; PUD Land Use Plan date -stamped November 6, 2006. i • TO: Carolyn Alexander, Planning Department FROM: Nicholas N. Palmer. Assistant City Attorney 6 RE: Fountains West - Halvorsen Shopping Center-, Amendment to Comprehensive Plan - CPA-03 -01-05; Rezoning to PU D - RZ-05 -03 ) -02; and Preliminary Certificate of Concurrency - PCC-274-54-05 (Fifth Round Comments) In connection with the above -referenced project, we have reviewed the following documents: Letter of Transmittal from Halvorsen Holdings dated November 6, 2006 stamped received by the City of Ocoee on September 7, 2006; 2. Fountains West PUT) Permitted Uses Table stamped received by the City of Ocoee on November 6, 2006; 3. Ownership and Encumbrance Report prepared by Chicago Title Insurance Company under File No, 300605886 and having an effective date of August 27, 2006 (the -Title Report"); and 4. Land Use Plan for Fountains West prepared by VHB stamped received by the City of Ocoee on November 6. 2006 (the "Plan"). This • supersedes our previous memoranda dated April 21, 2005. March 8. 2006, June 26, 2006 • October 12, 2006. Based on our review of the • noted above and pursuant to the Land Development • we have the following comments: I . City Staff should be advised that the Title Report • that W.O.R.Y. Investors, L.L.C. owns a portion of the "Church • that will be subject to the PUT) Rezoning. • be advised that the Development Agreement is being revised to account for such ownership. A revised • of the Development Agreement will be provided under separate cover. ORLA-42671 1.1 1) Please be advised that the Plan must list all owners of the Property. Accordingly, please revise the Property Information Section on the Cover Sheet of the Plan to list W.O.R.Y. Investors, L.L.C. as an Owner. 3. lRepeat Comment] We note that several of the sketches attached as exhibits to the Surveyor's Certification include references to parcel owners and tax parcel ID numbers that will be incorrect at the time that the Development Agreement is recorded. As these sketches will be part of the recorded Development Agreement, they should be revised to avoid any confusion. Specifically. please revise Exhibit "C" (W.O.R.Y. Remaining Parcel) by deleting all references to the owners and tax parcel ID numbers for adjacent parcels that are located outside of the • • Also, please revise Exhibits "D" (PUD Parcel) and ­E" (CPA Parcel) by deleting all references to the parcel owners and tax parcel ID numbers. Please be advised that the City Attorney has not received any revised sketches. 4. [Revised Comment] Please be advised that Condition of • No. 38 addresses the timing and • for the road impact fee credits related to Road A that are discussed in Condition of Approval No. • Accordingly. Condition of Approval Nos. 38 and 39 should be combined into one (1) Condition of Approval to read: • A shall be dedicated to the City of Ocoee at the time of Platting. The Developer shall construct improvements within • A pursuant to the .• Preliminary and Final Subdivision Plan(s) for this project. The City shall provide Road Impact Fee Credits for the value of half (50%) of the Right of Way within Road A and half (50%) of the actual cost of construction of the Fee Credits shall not exceed a total of $250,000. The Road Impact Fee Credits will be provided by the City upon the platting of the Property with either (i) the posting a surety for improvements in accordance with the requirements of the Land Development • or (ii) the issuance by the City of a Certificate of Completion for such improvements. The Developer will provide the City with documentation acceptable to the City with respect to the cost of construction and the value of any land -for which Road Impact Fee Credits are to be provided. 5. [Repeat Comment] Please revise the "Ownership and Maintenance Entity" column of the Development Standards matrix located in the lower left-hand corner of Sheet C- 10 of the Plan to reflect the current owners for each parcel. We note that 11000E, LLC" is still listed as the owner for Tracts B and F. Please do not hesitate to contact me should you have any questions. cc: Paul E. Rosenthal, Esq., City Attorney ORLA-42671 1.1 Fountains West PUI, Location Map 0 z ERS CR6i� FULL1 1 Fountains West PUD Rezoning Existing Zoning Map � � � � �� $ \ : I inch equals 800 feet 270135 0 270 540 810 Feet Printed: November 2006 Subject Property Unincorporated Territory ED and Other Municipalties Zoning Classification: General Agricultural (A-1) Suburban 9-2) Single -Family Dwelling (R-1AA) Single -Family Dwelling (R-1AA) Single -Family Dwelling (R-1A) Single -Family Dwelling (61) One- & Two -Family Dwelling (R-2) Multiple -Family Dwelling (R-3) Mobile Home Subdivision (RT-1) Professional Offices & Services (P- Neighborhood Shopping (C-1) Community Commercial (C-2) =General Commercial (C-3) Restricted Manufacturing & Warehousing (1-1) General Industrial (1-2) WeNi Commercial (PUD) Low Density (PUD) Medium Density (PUD) High Density (PUD) Public Use (PUD) Unclassified Lakes and Water Bodies Zountains West PUD " # •' Proposed • •• • ! Issued for: Planned Unit Development Plan Date Issued: March 03, 2005 Latest- Issue: October 26, 2006 No. Drawing Title Latest Issue C-1 PUD Land Use Plan 09/01/06 C-2 PUD Boundary 09/01/06 C-3 Existing Zoning Map 01 /25/06 C-4 Preliminary Utility Plan 10/26/06 C-5 Preliminary Site Plan With Future West Road Realignment 09/01/06 C-6 USDA Soil Survey Map 04/14/06 C-7 Adjacent Parcels 07/ 12/05 C-8 Conditions Of Approval 10/26/06 C-9 Lot and Tract Plan 09/01/06 C-10 Lot Matrix & Parking Summary 10/26/06 C-11 Sign Details 10/20/06 C-12 Lighting Details & Conceptual Building Elevation 10/20/06 Reference Drawing SV-1 Boundary and Topographic Survey for the Parent Parcels 08/15/05 SV-2 Boundary and Topographic Survey for the Parent Parcels 08/15/05 IEL 691 �� I City of ZONE X 1 Ocoee CITY OF OCOEE 120185 ORANGE COUNTY r Orange County Unincorporated Areas 120179 s ZONE X ( - 1 q , � / City of Orange County \ 1 Ocoee r Unincorporated Areas ' 120185 120179 ZONE X \�(' APPROX Orange County PROPERTY .„ ,wip ated Areas P 12 179 " � A° BOUNDARY _, RARRG AV \ 1 —^NSPORTNTIO i INGDAf,� AV GSA ISCRILLER I All E COUN'�'t I I pFIPNG OF OCOEE NORTR I PARK —1, �SO Jr ,PAfl� OCOEE RD srRV��� i AM 210-4 PR! ' CLARCON� ' oa City of' '" PtP1� 1 ZONE X , Ocoee 120185 — � PEfPfI PULLERG CROSS RD NICOCE RV _ JI CityOcoeoef e W _ ORANGE COUNTY �120185 J 5 5 G uTN City of I �aTY of OCOEE m Ocoee 0 120185 , 1 �URSULA sT woui +c NLLEPS `� `FO I - TPNGEfl =CR05G RD C-] o CT _ `N ZONE X s c — ZONE X S Neu oD g \NLLOW CATV/0 D OR VJOR51 2 RD CREEK RD,_ LPN Orange County V 1 —DV 6EAC" RD Unincorporated Areas + i---�—�u PI Zone X = No flood Harzard Area Flood Site Map NOT TO SCALE Feet ountains Oq:oee�Apopka Roai O'Coee Florida WAIVER REQUEST CODE CODE PROPOSED JUSTIFICATI❑N SECTION REQUIREMENTS STANDARDS 6-14+C+(1)(b)ii No more then 50% frontage 70% frontage on Additional Right -Of -Way in outparcels Ocoee -Apopka Road in dedication on Ocoee -Apopka outparcels, No more then Road and pertial dedication 50% frontage on West Roac for West Road Realignment in outparcels on West Raod, 4-5X(3) 50" front yard building 25' front yard building Additional Right -Of -Way setback on Ocoee -Apopka setback on Ocoee -Apopka dedication on Ocoee -Apopka Road Road Road and West Road t 0 1000 2000 Feet Vanasse Hangen Brustlin, Inc. Transportation Land Development Environmental Services SHW, LLC 33 S.E. 4th Street, Suite 100 Boca Raton, FL 33432 Phone • 5 61-3 67-9200 Applicant/Developer: Halvorsen Development Corporation 33 S.E. 4th Street, Suite 100 Boca Raton, Fl 33432 Phone • 5 61-3 67-9200 ENGINEER VANASSE, HANGEN, BRUSTLIN, INC. 135 W. CENTRAL BLVD., SUITE 800 ORLANDO, FL 32801 PH: (407) 839-4006 ARCHITECT MARK WIENER, ARCHITECTURE/ PLANNING 33 S.E. 4th Street, Suite 101 Boca Raton, F133432 phone: 561-750-5298 UTILITY INFORMATION CABLE ADELPHIA COMMUNICATIONS 4305 VINELAND ROAD, SUITE G-2 ORLANDO, FL 32811 BRIGHTHOUSE NETWORKS 844 MAGUIRE ROAD OCOEE, FL 34761 GAS LAKE APOPKA NATURAL GAS DISTRICT P.O. BOX 783007 WINTER GARDEN, FL 34778 RECLAIMED WATER CITY OF OCOEE 150 NORTH LAKESHORE DRIVE OCOEE, FL 34761 TELEPHONE SPRINT 33 N. MAIN STREET WINTER GARDEN, FL 34777 VANASSE, HANGEN, BRUSTLIN, INC. 135 W. CENTRAL BLVD., SUITE 800 ORLANDO, FL 32801 PH: (407) 839-4006 LANDSCAPE ARCHITECT ALOHA PACIFICA LLC 1817 BRIARCLIFF RD. WINTER PARK, FL 32792 PH: (407) 691-0002 POTABLE WATER ORANGE COUNTY PUBLIC UTILITIES 109 E. CHURCH STREET ORLANDO, FL 32801 SANITARY SEWER ORANGE COUNTY PUBLIC UTILITIES 109 E. CHURCH STREET ORLANDO, FL 32801 SOLID WASTE ° CITY OF OCOEE N O 150 NORTH LAKESHORE DRIVE o o o OCOEE, FL 34761 `O 9 a a ELECTRIC o �' PROGRESS ENERGY ° a 452 E, CROWN POINT ROAD a o WINTER GARDEN, FL 34787 o 40 �ULINov Ivj lB 2006 ; P: \60929.00\cad\Id\Planset\PUD\60929 Site Plan.dwg 1• u alie rian approvals are being granted by virtue of this plan. Uanasse Hangen Brustlin, Inc. Transportation Land Development Environmental Services 135 West Central Blvd., Suite 800 Orlando, Florida 32801 407-839-4006 ❑ FAX 407-839-4008 EB-3932 JE !-1 � 5 Per City Comments I I 4 Per City Comments 09/01/06 3 Lot and Parking Layout 05/01 /06' 2 Lot Geometry 01/25/06 �09/20/OS� � Revised As Per City Comments — � 07/12/05 No' Revision Date (Appvd. j Designed by ML i Drawn by ML I j R Checked by AB f CAD checked by M r I Approved by JRB Scale 1 "=I00, � Date March 03, 2005 _ Project Title FOUNTAINS WEST OCOEE APOPKA ROAD Ocoee, Florida Issued for Planned Unit Development Not Approved for Construction Drawing Title PUT) Land Use Plan Drawing Number C Sheet of Project Number 60929.00 60929 SITE PLAN.DWG F': \bU92Y.UU\cad\Id\F'lanset\NUU\bU92Y Site Nlan.dwg LINE TABLE LINE BEARING LENGTH I L1 N05'13'58"W 70.04' I L2 N27'16'36"W 52.03' L3 N61.42'01"W 30.00' I a GJJ=�J^� 2C' mJry\ NOT P[sm Q2 O N87'56'46'E 1371.68' _ Ooy e`` ,RR�4 o� 00 CO ,qzh� an V� cc) o O WETLAND r ��� o q Cib rMi N N I I O N N z z �3 � N W s88'46'15"W '-- P U D LIMIT 28.23' S89 i56' 24" W N8.00' Z Z J � in CV W3 ¢ to u7 M -WETLAND J M f PROP N POINT OF ROAD RIND NEW WES 1 NT OF BEGINNING WgYT PROPOSED NORTHERLY RIGHT OF WAY UNE S86'3$'31 W 1051.87 -_�S86'3531"W S86'38'31'W _ �-EX{ST1NG NORTHERLY RIGHT OF WAY LINE ni 1275.49 <� 167.80 S80'14 05 W �R=1195.91' �-SOUTH LINE NE 1/4 Sli&N 6-22=28 LINE NW 1/4 2g1.50' �� Ro� POINT OF COMMENCEMENT cc�� SOUTHEAST CORNER, NORTHEAST 1/4' -SOUTH SECTION 6-22-28 L=133.74' (RIGHT OF WAY VARIES) SECTION 6, TOWNSHIP 22 SOUTH, =6'24'26" RANGE 28 EAST CB=S83'26'18" VJ CH=133.67' LEGAL DESCRIPTION A parcel of land located in the North half of Section 6, Township 22 South, Range 28 East, Orange County, Florida. Said parcel being more particularly described as follows: Commence at the Southeast corner of the Northeast 1/4 of said Section 6; thence run South 86' 38' 31" West, 1275.49 feet along the South line of said Northeast 1/4; thence leaving said South line, run North 05' 13' 58" West, 70.04 feet to the Point of Beginning, being a point on the existing Northerly right of way line of West Road; thence the following courses and distance along said Northerly 'right of way line, South 86' 38' 31" West, 1051.87 feet to the point of curvature of a curve to the left, having a radius of 1195.91 feet and a central angle of 6' 24' 26"; thence along the arc of said curve a distance of 133.74 feet to the point of tangency; thence South 80' 14' 05" West, 291.50 feet; thence South 86' 38' 31" West, 167.80 feet to a point on the Easterly right of way line of Ocoee —Apopka Road; thence leaving said Northerly right of way line, run the following courses and distances along said Easterly right of way line, North 27' 16' 36" West, 52.03 feet; thence North 28' 17' 59" East, 680.04 feet; thence North 61' 42' 01" West, 30.00 feet; thence North 28' 17' 59" East, 691.98 feet; thence leaving said Easterly right of way line, run North 87' 56' 46" East, 1371.68 feet; thence South 00' 33' 00" East, 795.83 feet; thence South 89' 56' 24" West, 348.00 feet; ;thence South 88' 46' 15" West, 28.23 feet; thence South 05' 13' 58" East, 386.36 feet to the Point of Beginning. Said parcel contains 43.03 acres, more or less. NOT PLATTta NOTES 1. THIS SKETCH AND DESCRIPTION IS NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER, 2. THE LAND DESCRIPTION HEREON WAS WRITTEN BY THIS SURVEYOR AT THE DIRECTION OF THE CLIENT. 3. BEARINGS SHOWN HEREON ARE BASED ON THE SOUTH LINE OF THE NORTHEAST 1/4 OF SECTION 6, TOWNSHIP 22 SOUTH, RANGE 28 EAST, BEING SOUTH 86'38'31" WEST, PER ORLANDO—ORANGE COUNTY EXPRESSWAY AUTHORITY RIGHT OF WAY MAP, PROJECT NO. 75320-6460-602/603. 4. THIS SKETCH AND DESCRIPTION IS BASED ON A BOUNDARY SURVEY PERFORMED BY VHB, AND IS BASED ON LAST DEEDS OF RECORD AS RESEARCHED BY VHB AND ON THE ORLANDO—ORANGE COUNTY EXPRESSWAY AUTHORITY RIGHT OF WAY MAP, PROJECT NO. 75320-6460-602/603. ADDITIONAL INFORMATION AFFECTING THESE PROPERTIES MAY BE FOUND BY A SEARCH OF THE PUBLIC RECORDS. 11 01 300 0 300 SCALE IN FEET 600 Vanasse Hangen Brustlin, Inc. 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S Y• L i a r' 1 1'. a /-11 1 r ■ t �� ti, t t ■� * -7 ■t ilk R 71• •1 k K �4' wr ' t4 ' '4 .'r a 11 1 k it ',','.,',','.'.'.'.'.'.'.'.'.' ~, '1 ■'■ x t � "t �'rr' . Van rise H an en Br ustla n Inc g Tran s ortati on P Land Development Environmental Services 135 West C entral Bl vd. Suit e 800 Orland o Flora a d 32801 407-8 - 39 400 - - 6 ❑FAX 407 8 39 400 8 EB-3 932 ,. .. . ,. 1 1 Revised PU D Boundar Y 01 25 O6 - 1 Revised As Per Cit Y Comments 07 1 2 05 No. Revision Date PP vd. Desi 9 ned b Y ML Drawn b Y ML Chec ked b Y RAB CAD c hecked b Y MT A roved b PP Y JRB Scale 11I_200' Date March 03, 2005 t'ro e ct irtle 1 F O T L:TN ��]CNS WE ST ■ ! ! Ocoee, Florida Issued for Planne d Una t De veto m ent P Not Approved for Construction Drawin 9 Title Exl stin g Zon in Ma g p Drawin Number 9 C-3 Sheet of Project Number 60929.00 60929 SITE PLAN.DWG Lot # 11 P: \60929.00\cad\ld\Pt,,set\PUD\60929 Site Plarn.d,,g Lot # 83 Lot 6 Lot # Lots 4 Lot # 10 Lot # 9 NOT PLATTED NOT PLATTED �0 0 PP;NG i s\SNARED SITE41 or tp\Si�r� (j�7 { pp COUNTY PROPOSED INTERIM ALIGNMENT WETLAND // Z M FRONT SSteACK / F - \ 8U CCESSIRLE - RAL �o unurY TORIAWAARY EASEIAENT (--CULyIItT E45EUENT WET- ROAD _ TR71PUS MAIL\ CrT G /� — _ / % f / 7 ' �. 25` PU6-_iC Tj�ATL TRACT t\\CROS RAINAG S ENT , n OSS DF�AINACF/EASUIE;L{ \ N /� f —j-- m l \ �\ II Note: Lot Development P'oposal is Conceptual and Lots are Subject t �`� o Site Plan Approval. NOT PLATTED N r,. l 1 � 0 100 200 SCALE IN FEET I I Vanasse Hangen Brustlin, Inc. Transportation Land Development Environmental Services 135 West Central Blvd., Suite 800 Orlando, Florida 32801 407-839-4006 ❑ FAX 407-839-4008 EB-3932 � I =� / 5\ I Revised As Per City Comments � I 1 aI Revised As Per City Comments + 10/26/06 09/01/O6 , v \ 1 Revised As Per City Comments J 2� Revised Lot and Parking Layout 05/Oi/O6 J 1 Revised As Per City Comments 01 /25/06 — No. 07/12/05 , I Revision ( Dote (Appvd. Designed by ML Drawn by ML I Checked by RAB CAD checked by M l Approved by ' JRB Scale 1„=i00, 'Dote March 03, 2005 Project Title FOUNTAINS WEST OCOEE APOPKA ROAD Ocoee, Florida Issued for Planned Unit Development Not Approved for Construction Drawing Title Preliminary Utility Plan Drawing Number C-4 Sheet of Project Number 60929.00 60929 SITE PLAN.DWG P: \60929.00\cad\ld\Planset\PUD\60929 Site Plan.dwg Note: Lot Development Proposal is Conceptual and hots are Subject o Site Plan Approval !, I OT PLATTED N W^ 0 100 200 'CALE IN FEET Vanasse Hangen Brustlin, Inc. Transportation Land Development Environmental Services 135 West Central Blvd., Suite 800 Orlando, Florida 32801 407-8394006 0 FAX 407-839-4008 EB-3932 I I I 1 Q Revised As Per City Comments I I I I � i I I � f I f Q� Revised Lot and Parking Layout 05/01 /06 �I Revised As Per City Comments 01/25/06 No. 07/12/05 Revision + Date �Appvd. Designed by ML (Drawn b I y ML I Checked by RAQ CAD checked by MT � Approved by JRB Scale 1 n=100` Date March 03, 2005 Project Title FOUNTAINS WEST OCOEE ApopKA ROAD Ocoee, Florida Issued for Planned Unit Development Not Approved for Construction Drawing Title Preliminary Site plan With Future West Road Realignment Drawing Number C- S Sheet of Project Number 60929.00 60929 SITE PLAN.DWG H: \bU` /-9.UU \cad \Id \I✓Ionset \IJUU \bU929 Uov—Hbl`.dwg o k Vanasse Hangen Brustlin, Inc. Transportation Land Development Environmental Services 135 West Central Blvd., Suite 800 Orlando, Florida 32801 407-839-4006 0 FAX 407-839-4008 EB-3932 AI Soil 42 Added To Table ( 04/14/06 AI Revised As Per City Comments 107/12/05 No. I Revision ( Date �Appvd. Designed by ML I Drawn by ML I Checked by RAB CAD checked by MT Approved by JRB Scale Date March 03, 2005 Pro]j�4� 11QQ� FOUNTAINS WEST OCOEE APOPKA ROAD Ocoee, Florida Issued for Planned Unit Development Not Approved for Construction Drawing Title USDA SOIL Drawing Number C-6 Sheet of Project Number 60929.00 60929 COV—PSP.DWG N: \bUU._y.UU \cad \Id \Hlanset \f UU \bUY2Y Uov—NJr.dwg Vanasse Hangen Brustlin, Inc. Transportation Land Development Environmental Services 135 West Central Blvd., Suite 800 135 �9'1q§hq@pp1dd.2§gte 800 0rla4dq,9J "AX 407-839-4008 407- -" 0 FAX 407-839-4008 EB-3932 A' Revised As Per City Comments 107/12/05 No. I Revision I Date 1Appvd Designed by ML I Drawn by ML I Checked by RAB CAD checked by MT (Approved by JRB Scale 1:100 ' Date March 03, 2005 Project Title FOUNTAINS WEST OCOEE APOPKA ROAD Ocoee, Florida Issued for Planned Unit Development Not Approved for Construction Drawing Title ADJACENT PARCELS Drawing Number C-7 Sheet of Project Number 60929.00 60929 CO V—PSP. D WG P:\60929.00\cod\ld\Planset\PUD\60929 Site Plan ALT 8.dwg CONDITIONS OF APPROVAL 1. THE APPLICANT REQUESTS THE CITY OF OCOEE TO REZONE 43.03 ACRES TO PUD, PLANNED UNIT DEVELOPMENT. THE REZONING WILL BE SUBJECT TO APPROVAL OF A SMALL SCALE COMPREHENSIVE PLAN AMENDMENT AND A DEVELOPMENT AGREEMENT. 2. THE CITY OF OCOEE IS SUBJECT TO THE TERMS, PROVISIONS AND RESTRICTIONS OF FLORIDA STATUTES CHAPTER 163 CONCERNING MORATORIA ON THE ISSUANCE OF BUILDING PERMITS UNDER CERTAIN CIRCUMSTANCES. THE CITY HAS NO LAWFUL AUTHORITY TO EXEMPT ANY PRIVATE ENTITY, OR ITSELF, FROM THE APPLICATION OF SUCH STATE LEGISLATION AND NOTHING HEREIN SHOULD BE CONSTRUED AS SUCH AN EXEMPTION. 3. TO THE EXTENT THE LAND USE PLAN AND THESE CONDITIONS OF APPROVAL CONFLICT WITH THE CITY OF OCOEE LAND DEVELOPMENT CODE, THE PROVISIONS OF THE LAND USE PLAN AND THESE CONDITIONS OF APPROVAL SHALL CONTROL. 4. 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. 5. STREETLIGHTS WILL BE INSTALLED PRIOR TO A CERTIFICATE OF COMPLETION BEING ISSUED, AND THE COST OF OPERATIONS WILL BE ASSUMED IN ACCORDANCE WITH THE PROVISIONS OF THE CITY OF OCOEE LAND DEVELOPMENT CODE IN EFFECT AT THE TIME OF ISSUANCE OF A CERTIFICATE OF COMPLETION. 6. THE DEVELOPER OF EACH TRACT 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. 7. ALL ON -SITE UTILITIES INCLUDING ELECTRICAL, CABLE TV AND TELEPHONE SHALL BE PLACED UNDERGROUND. 8. 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. 9. THE DEVELOPER IS TO PROTECT AND PREVENT ANY DISTURBANCE, SILTATION, OR OTHER 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 ELIMINATE ANY POSSIBLE DISTURBANCE IN THOSE AREAS DURING CONSTRUCTION. 10. 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. 11. THE DEVELOPMENT OF THIS PROJECT WILL INCORPORATE THE STORMWATER NEEDS OF ALL PUBLIC ROADS WITHIN THE PROJECT. 12.- 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. 13. 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. 14. 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. 15. TO THE EXTENT ANY LIFT STATIONS ARE REQUIRED ON THE PROPERTY THEY WILL BE OWNED AND MAINTAINED BY THE OWNER OF LOT 6 AT THE TIME OF PLATTING. LIFT STATION FACILITIES SHALL BE DESIGNED TO ACCOMMODATE A MASTER PUMPING STATION CONSISTENT WITH THE COUNTY'S UTILITY MASTER PLANS. ALL SUCH LIFT STATIONS SHALL BE FENCED WITH BLACK, VINYL CHAIN -LINK FENCE, WITH POSTS AND RAILS PAINTED BLACK, AND SHALL BE SET BACK NO LESS THAN 25' FROM ANY STREET. SUCH LIFT STATIONS SHALL ALSO BE SCREENED WITH HEDGE -TYPE SHRUBBERY, SUCH AS VIBURNUM OR LIGUSTRUM. 16. 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. 17. ALL LEGAL INSTRUMENTS, INCLUDING BUT NOT LIMITED TO THE PROPERTY ASSOCIATION DOCUMENTS SUCH AS ARTICLES OF INCORPORATION, BYLAWS, AND DECLARATION OF COVENANTS AND RESTRICTIONS, SHALL BE PROVIDED TO THE CITY FOR REVIEW AND APPROVAL PRIOR TO OR AT THE TIME OF PLATTING ALL OR A PORTION OF THE PROPERTY. 18. ALL TRACTS, WHICH ARE TO BE OWNED AND MAINTAINED BY THE PROPERTY OWNER'S ASSOCIATION, SHALL BE CONVEYED TO THE PROPERTY OWNER'S ASSOCIATION BY WARRANTY DEED AT THE TIME OF PLATTING. 19. A PROPERTY OWNER'S ASSOCIATIONS 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, PROPERTY OWNER ASSOCIATIONS UNLESS OTHERWISE AGREED TO BY THE CITY. NOTWITHSTANDING THE FOREGOING, THE CITY ON ITS OWN MAY ELECT TO PARTICIPATE ON THE BOARD FOR ANY PROPERTY OWNER ASSOCIATION FORMED AND/OR RETAIN VOTING RIGHTS FOR TRACTS OWNED BY THE CITY. 20. 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. 21. 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. 22. ALL UTILITIES TO BE PLACED WITHIN THE 10' EASEMENT ALONG THE FRONT OF EACH LOT WILL BE PLACED AROUND EXISTING PROTECTED TREES TO BE PRESERVED. 23. IN ORDER TO ENSURE THAT AS MANY EXISTING TREES AS POSSIBLE WILL BE PRESERVED, ALL ROAD RIGHT-OF-WAYS AND RETENTION AREAS WILL BE FLAGGED FOR REVIEW BY THE CITY AND THE ENGINEER PRIOR TO ANY TREE REMOVAL. NO CLEARING PERMITS WILL BE ISSUED FOR SITE WORK OR BUILDING CONSTRUCTION UNTIL ALL TREES TO BE PRESERVED HAVE BEEN CLEARLY MARKED WITH TREE PROTECTION BARRIERS. 24. REMOVAL OF EXISTING TREES WILL BE LIMITED TO CLEARING ROAD RIGHT-OF-WAY AND RETENTION AREAS AS DETAILED IN THESE PLANS. 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. 25. 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. 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. 26. THE DEVELOPER SHALL COMPLY WITH ALL REQUIREMENTS OF THE CITY AND OTHER GOVERNMENTAL ENTITIES WITH JURISDICTION TO PROTECT THE WETLANDS BEING PRESERVED AND TO PREVENT ANY DISTURBANCE, SILTATION, OR OTHER CONSTRUCTION BELOW THE NATURAL WETLAND LINES. FURTHER, THE AREAS BELOW THE NATURAL WETLAND LINES SHALL BE FENCED OFF (AND SILT FENCES SHALL BE INSTALLED) DURING CONSTRUCTION ACTIVITIES IMMEDIATELY ADJACENT TO THE WETLANDS, IN ORDER TO MINIMIZE DISTURBANCES OF THE WETLANDS DURING CONSTRUCTION. 27. WETLAND AND EXISTING SURFACE WATER IMPACT FOR THIS PROPERTY IS REGULATED BY ST. JOHNS RIVER WATER MANAGEMENT DISTRICT (""SJRWMD") AND THE FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION ("FDEP'"). GENERAL OR INDIVIDUAL PERMITS ARE REQUIRED FROM THESE AGENCIES PRIOR TO COMMENCEMENT OF CONSTRUCTION. 28. IN THE EVENT THE MASTER STORMWATER RETENTION PONDS ARE CONVEYED TO A PROPERTY OWNER'S ASSOCIATION (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: (1) THESWMS FOR THE PROJECT IS CONSTRUCTED AND APPROPRIATE CERTIFICATES OF COMPLETION ISSUED BY BOTH THE CITY AND THE SJRWMD, (11) THE MASTER STORMWATER RETENTION PONDS INTENDED TO BE CONVEYED TO THE ASSOCIATION HAVE IN FACT BEEN CONVEYED TO THE ASSOCIATION, (111) THE ASSOCIATION IS DESIGNATED AS THE MAINTENANCE ENTITY ON THE RECORDS OF THE SJRWMD AND ALL TRANSFER RECORDS REQUIRED BY SJRWMD HAVE BEEN EXECUTED AND ACCEPTED BY SJRWMD, (IV) THE CITY HAS BEEN PROVIDED WITH A COPY OF THE DEVELOPER'S PROPOSED MAINTENANCE PLAN WITH RESPECT TO THE SWMS, AND (V) THE CITY HAS BEEN PROVIDED WITH A WRITTEN STATEMENT FROM THE ASSOCIATION ACKNOWLEDGING RECEIPT OF THE DEVELOPER'S PROPOSED MAINTENANCE PLAN WITH RESPECT TO THE SWMS AND THAT THE ASSOCIATION IS RESPONSIBLE FOR THE MAINTENANCE OF THE SWMS. 29. THE DEVELOPER WILL PROVIDE A DRAFT MASTER EASEMENT AGREEMENT F 0 THE CITY WITH THE PRELIMINARY SUBDIVISION PLAN FOR THE PROPERTY. THE CITY WILL REVIEW THE MASTER EASEMENT AGREEMENT IN CONNECTION WITH ITS REVIEW OF THE PRELIMINARY SUBDIVISION PLAN. I I 30. THERE SHALL BE NO ACCESS FROM THE PROJECT TO ANY PUBLIC ROADS EXCEPT AT THE APPROVED LOCATIONS SHOWN ON THE PLAN. 31. AT THE TIME OF SUBMITTAL OF THE FIRST PRELIMINARY SUBDIVISION PLAN OR SITE PLAN REVIEW FOR THE PROPERTY, THE DEVELOPER WILL MAP THE JURISDICTIONAL WETLAND LINEI ON THE SITE AND ESTABLISH A 25' UPLAND BUFFER FROM THAT LINE. DEPENDING ON THE RESULTS, THE CITY MAY ALSO REQUIRE A CONSERVATION AND DRAINAGE EASEMENT OVER ANY WETLANDS OR ADJOINING CONSERVATION AREA. THE USABLE AREA OF THE SITE WILL BE REDUCED BY THIS ACREAGE AND ALL DEVELOPMENT CRITERIA WILL BE REDUCED PROPORTIONATELY. PRIOR TO OR AT THE TIME OF DEVELOPMENT OF ANY PORTION OF THE PROPERTY, IF A CONSERVATION AND DRAINAGE EASEMENT IS REQUIRED, ��HE DEVELOPER SHALL CONVEY TO THE CITY THE CONSERVATION AND DRAINAGE EASEMENT, THE FORM OF WHICH SHALL BE APPROVED BY THE CITY PRIOR TO THE CONVEYANCE. 32. ALL COMMERCIAL LOTS WILL BE A MINIMUM OF 1 ACRE IN SIZE. 33. ALL COMMERCIAL LOT USES SHALL CONFORM TO THE MASTER ARCHITECTURAL, SIGNAGE, LIGHTING AND LANDSCAPE PACKAGE PLANS, WHICH WILL BE PROVIDED WITH THE FIRST PRELIMINARY/FINAL SUBDIVISION PLAN AND SITE PLAN REVIEW FOR THE PROPERTY AND WHICH WILL BE SUBJECT TO APPROVAL OF THE CITY. 34. NOTWITHSTANDING THE CONVEYANCE OF ANY TRACT TO THE CITY, UNTIL SUCH TIME AS THE IMPROVEMENTS CONTEMPLATED FOR SAID TRACT ARE COMMENCED, THE DEVELOPER SHALL BE RESPONSIBLE FOR THE MAINTENANCE OF THE TRACT. 35. THE FINAL GRADING PLAN WILL PRESERVE EXISTING GRADES ON INDIVIDUAL LOTS CONTAINING PROTECTED TREES AS MUCH AS POSSIBLE. I I 36. 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 IN THE PLAN. 37. NO PARKING IS ALLOWED ADJACENT TO OCOEE APOPKA ROAD OR ALONG` THE ENTRANCE ROAD LOCATED BETWEEN LOTS 2 AND 3. 38. THE ROAD IMPACT FEE CREDITS WILL BE PROVIDED BY THE CITY (UPON THE PLATTING OF THE PROPERTY WITH EITHER (1) THE POSTING A SURETY FOR IMPROVEMENTS IN ACCORDANCE WITH THE REQUIREMENTS OF THE LAND DEVELOPMENT CODE, OR (II) THE ISSUANCE BY THE CITY OF A CERTIFICATE OF COMPLETION FOR SUCH IMPROVEMENTS. THE DEVELOPER WILL PROVIDE THE CITY WITH DOCUMENTATION ACCEPTABLE TO THE CITY WITH RESPECT TO THE COST OF CONSTRUCTION AND THE VALUE OF ANY LAND FOR WHICH ROAD IMPACT FEE CREDITS ARE TO BE PROVIDED. 39. ROAD A SHALL BE DEDICATED TO THE CITY OF OCOEE AT THE TIME OF PLATTING. THE DEVELOPER SHALL CONSTRUCT IMPROVEMENTS WITHIN ROAD A PURSUANT TO THE APPROVED PRELIMINARY AND FINAL SUBDIVISION PLAN(S) FOR THIS PROJECT. THE CITY SHALL PROVIDE ROAD' IMPACT FEE CREDITS FOR THE VALUE OF HALF (50%) OF THE RIGHT OF WAY WITHIN ROAD A AND HALF (50%) OF THE ACTUAL COST OF CONSTRUCTION OF THE IMPROVEMENTS, PROVIDED, HOWEVER, THAT THE AMOUNT OF ROAD IMPACT FEE CREDITS SHALL NOT EXCEED A TOTAL OF $250,000. 40. THE DEVELOPER WILL COMPLY WITH ALL REQUIREMENT OF THE WEST ROAD REALIGNMENT AGREEMENT APPLICABLE TO THE DEVELOPER. ANY MATERIAL BREACH OF THE WEST RbAD REALIGNMENT AGREEMENT BY THE DEVELOPER WHICH REMAINS UNRESOLVED FOLLOWING THE CURE AND REMEDY PROVISIONS OF SECTION 24 AND 25 OF THE AGREEMENT SHALL BE CONSIDERED A BREACH OF THE PUD REQUIREMENTS. 41. THE DEVELOPER SHALL MEET ALL STORMWATER RETENTION REQUIREMENTS FOR ROAD A WITHIN THE PROJECT AT NO COST TO THE CITY OF OCOEE. THE DEVELOPER SHALL BE RESPONSIBLE FOR THE MAINTENANCE OF THE STORMWATER RETENTION SYSTEM SERVING ROAD A. 42. THE DEVELOPER SHALL GRANT A DRAINAGE EASEMENTS ACROSS THE DRAINAGE PONDS IN FAVOR THE CITY. 43. THE DEVELOPER SHALL GRANT A DRAINAGE EASEMENT ACROSS A PORTION OF LOT 7 IN FAVOR OF ORANGE COUNTY FOR THE TEMPORARY REALIGNMENT OF WEST ROAD. 44. EACH PHASE OF THE PROJECT WILL STAND ON ITS OWN WITH RESPECT TO PUBLIC SERVICES (SEWER, WATER, STORMWATER MANAGEMENT, ACCESS AND OTHER RELATED SERVICES. 45. THE FOLLOWING CONDITIONS OF APPROVAL ARE APPLICABLE TO THE ADJACENT LAND LOCATED TO THE WEST OF THE PROPERTY, DEPICTED AS TRACT 1- ON THE PUD LAND USE PLAN: A) AT THE TIME OF PLATTING OF LOT 8, TRACT 1 SHALL BE PLATTED AS A SINGLE LOT, WHICH MAY BE LATER REPUATTED IN CONNECTION WITH THE DEVELOPMENT IITHEREOIF. B) ON LOT 8, THE 2,300 SEAT AUDITORIUM IS THE MAXIMUM PERMITTED SUBJECT TO A PRELIMINARY 1 FINAL SITE PLAN APPROVAL CONSISTENT WITH THE CITY"S LDC iSTANDARDS. 46. THE UNDERLYING LAND USE (LIGHT INDUSTRIAL) AND ZONING (1-1) FOR THE REMAINDER OF W.O.R.Y PARCEL WILL REMAIN INTACT AND SUBJECT TO A PRELIMINARY SUBDIVISION PLAN CONSISTENT WITH THIS PUD AND WITH THE ADOPTED LAND DEVELOPMENT CODE. 47. TRACT 1 CANNOT BE DEVELOPED UNLESS THE ACCESS ROAD AND UTILITIES ARE PROVIDED PER APPROVED PUD LAND USE PLAN. 48. LOTS 1 THROUGH 5 MUST UTILIZE COMMON ARCHITECTURAL ELEMENTS FROM LOT 6 BUILDING ELEVATIONS. 49. LOT 6 SHOPPING CENTER SHALL PROVIDE CONTINUOUS COVERED PEDESTRIAN ARCADES UTILIZING AWNINGS 11 OR CANOPIES AT LEAST 8" IN WIDTH FOR THE LENGTH OF THE MAIN ENTRANCE FACADE. 50. NO SHOPPING CART CORRALS SHALL BE PERMITTED ADJOINING . A BUILDING OR WITHIN PARKING AREAS UNLESS SCREENED WITH LANDSCAPING OR OTHER ACCEPTABLE BUFFER. 51. DEDICATION OF TRACT G TO THE CITY OF OCOEE IS PART OF THE WETLAND MITIGATION FOR THE PUD PLAN FOR LOT 8. 52. LOT 3 AND 7 WETLAND MITIGATION IS BEING HANDLED ON SITE BY DEDICATION OF TRACT G AS PUBLIC TRAIL AND CONSTRUCTION OF A WATER FEATURE IN TRACT F. 53. THE MAXIMUM IMPERVIOUS AREA WITHIN THE ENTIRE PROJECT SHALL BE 70% OF THE GROSS LAND AREA EXCLUDING LAKES AND JURISDICTIONAL WETLAND AREAS AND OPEN SPACE SHALL CORRESPONDINGLY BE AT LEAST 30% OF GROSS LAND AREA. 54. OPEN SPACE AREAS FOR INDIVIDUAL PARCELS WITHIN PLANNED PROJECT CONTAINING A MASTER STORMWATER SYSTEM MAY BE REDUCED TO 20% IF ALL OTHER BUFFER AND LANDSCAPE REQUIREMENTS ARE MET AND A MAXIMUM OF 70% IMPERVIOUS AREA IS MAINTAINED WITHIN THE ENTIRE PROJECT. 55. THE OWNER OF TRACT 1 SHALL BE RESPONSIBLE FOR ALL WETLANDS MITIGATION FOR THE WETLANDS LOCATED WITHIN TRACT 1, INCLUDING BUT NOT LIMITED TO WETLAND MITIGATION FOR THE PROPOSED ROADWAY EXTENSION AS SHOWN ON THE LAND USE PLAN. 56. LOT 8 IS NOT PART OF THE MASTER STORMWATER MANAGEMENT SYSTEM I� FOR LOTS 1 TO 7, INCLUSIVE. LOT 8 WILL BE REQUIRED TO OBTAIN APPROVAL OF A PRELIMINARY AND FINAL SITE PLAN WHICH WILL ADDRESS STORMWATER MANAGEMENT FOR LOT 8 IN ACCORDANCE WITH THE REQUIREMENTS OF THE CITY AND OTHER GOVERNMENTAL AUTHORITIES HAVING JURISDICTION. i i 57. GAS STATIONS, SERVICE STATIONS AND COMMERCIAL CONVENIENCE STORES SHALL UTILIZE EITHER GABLE OR HIP ROOF STRUCTURES. THE CANOPIES FOR GAS PUMPS SHALL BE ATTACHED TO THE MAIN BUILDING AND INTEGRATED INTO THE ARCHITECTURAL ROOF DESIGN. 58. THE ENTIRE PROJECT WILL HAVE ONE MASTER WATER METER. THE OWNER OF LOT 6 WILL BE RESPONSIBLE FOR THE MASTER METER AND WILL RECEIVE THE WATER BILL FOR THE ENTIRE PROJECT BASED ON THE MASTER METER. THE OWNER OF LOT 6 WILL BILL THE OWNER OF EACH OTHER LOT BASED ON PRIVATE METERS WHICH WILL BE INSTALLED FOR EACH OTHER LOT. THE MASTER EASEMENT AGREEMENT WILL REFLECT THIS REQUIREMENT. 59. ANY VACATED PORTION OF THE WEST ROAD RIGHT OF WAY WHICH BECOMES PART OF THE PROPERTY WILL BE INCLUDED AS PART OF LOT 7. 60. A SHARED RIGHT-IN/RIGHT-OUT ACCESS DRIVEWAY TO OCOEE-APOPKA ROAD WILL BE PROVIDED TO THE OWNER OF THE PROPERTY LOCATED SOUTH OF THE PROJECT AND ADJACENT TO OCOEE-APOPKA ROAD AS SHOWN ON THE PLAN. THE OWNER WILL PROVIDE AN EASEMENT OVER THE DRIVEWAY IF REQUESTED TO DO SO BY THE CITY. 61. A SEPARATE PRELIMINARY SUBDIVISION PLAN AND FINAL SUBDIVISION PLAN WILL BE REQUIRED IN CONNECTION WITH THE DEVELOPMENT OF TRACT 1. NO DEVELOPMENT RIGHTS ARE GRANTED WITH RESPECT TO TRACT 1 BY VIRTUE OF ANY APPROVAL OF THIS PLAN. 62. AT THE TIME OF PLATTING OF ANY PORTION OF THE PROPERTY, THE OWNER WILL GRANT IN FAVOR OF THE CITY AN ACCESS AND DRAINAGE EASEMENT OVER THE PORTION OF THE ROADWAY LOCATED WITHIN LOT 6 ADJACENT TO ROAD A. 63. AT THE TIME OF DEVELOPMENT OF TRACT 1, THE OWNER OF TRACT 1 WILL GRANT IN FAVOR OF THE CITY AN ACCESS AND DRAINAGE EASEMENT OVER AND ACROSS TRACT 1 AS DEPICTED ON THE PLAN. 64. AT THE TIME OF DEVELOPMENT OF TRACT 1, ROAD A WILL BE EXTENDED THROUGH TRACT 1 AS GENERALLY DEPICTED ON THE PLAN. THE ACTUAL ALIGNMENT WILL BE DETERMINED AT THE TIME A PRELIMINARY SUBDIVISION PLAN IS SUBMITTED FOR TRACT 1. Vanasse Hangen Brustlin, Inc. Transportation Land Development Environmental Services 135 West Central Blvd., Suite 800 Orlando, Florida 32801 407-8394006 0 FAX 407-8394008 EB-3932 A4 Revised Conditions of Approval I 10/26/06 QRevised Conditions of Approval 109/01 /06 Comments #37 & 38 added ( 04/24/06 QSheet Added Per City Comments ( 01/25/06 No. Revision ' Date ppvd. IIAB Designed by ML I Drawn by ML I Checked by R CAD checked by MT Approved by JRB Scale N/A Date January 25, 2006 Project Title FOUNTAINS WEST OCOEE APOPKA ROAD Ocoee, Florida Issued for Planned Unit Development Not Approved for Construction Drawing Title Conditions of Approval Drawing Number Sheet of Project Number 60929.00 60929 SITE PLAN ALT 8.DWG P: \60929.00\cad\ld\Plcinset\PUD\60929 Lot Plon.dwg t -,----- ----------- - 1-- - � - �-,�-- - - - -- ...... � ........... .... �- ----4 1, --"--x rxsllv�� I Lot- I,-,-* 6 1 ; I i I -.ot # 5, � , I I � I � i � I-- ��, I",.----- , , i ` I I '� -I---.-- � ZONE R-�z 1-1._� , // --� �- �'1,, ."� -----__. _..--�, , , � I \ " \ \ LrJ \ E tin!X IIAIO: VAIN , . \ I , / \ i , Lct�l J"', 9 l \ I / � C, I \ 1, , � I 11 I ''\ / I I . 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Designed by IWL I Drawn by ML IChecked by RAB CAD checked by M T Approved by JR3 I Scale 1 t'=100' Date March 03, 2005 Project Title FOUNTAINS WEST OCOEE APOPKA ROAD Ocoee, Florida Issued for Planned Unit Development Not Approved for Construction Drawing Title PU -D Lot and Tract Plan Drawing Number C-9 Sheet of Project Number 60929.00 ' 60929 LOT PLAN.DWG P: \60929.00\cad\Id\Planset\PUD\60929 Site Plan.dwg Permitted Uses I Use Lots 1 & 2 11 Lots 3, 4 & 5 Lot 6 Lot 7 Lot 8 Appliance Store Bank Bar (associated with restaurant seating 45 people) Car Wash (1) Clinic, Dental or Medical Commercial, Convenience with Gas Sales Commercial, Retail Department Store Drive in Restaurant Equipment Sales Furniture Store Grocery Store/Supermarket Heating, Ventilating, Plumbing Sales & Senrice Interior Decorating Store Liquor Store, No on -premise consumption Miniature Golf Course Movie Theater Music, Radio, TV Shop Nursery/Garden Supply Store Professional Offices Restaurant Veterinary Hospitals and Kennels when confined within structure Child Care Facilities Church (2) I ' Club or Community Use Recreation Facility, Commercial *' Permitted Use ,(1) Only as Accessory to Gas/Convenience Store Establishment -- ----- -- - - — -- - — - -- - --- ... -- ...._.-. _ j (2) (2300 seats; 45' Steeple/Tower feature; ancillary uses such as church related offices, religious/book store; daycare facility and recreational building) Development Standards 1 Lot #/Tract Acreage Use FAR Max. Impervious Open space I Max.Height Max. Sq. Ft./Other Use 1 1 1.16 Commercial *' 0.20 80% 20%1 45 Feet 9,900.00 1 2 1.14 Commercial *' 0.20 80% 20%1 45 Feet 9,900.00 1 3 1.26 Commercial ** 0.18 80% 20% 45 Feet 9,900.00 1 4 1.33 Commercial ** 0.17 80% 20% 45 Feet 9,900.00 1 5 1.20 Commercial ** 0.18 80% 20% 45 Feet 9,900.00 6 8.83 Commercial ** 0.16 80% 20% 45 Feet 65,500.00 7 1.00 Commercial ** 0.11 80% 20% 45 Feet 5,000.00 Church with 2,300 Seat 8 11.73 Public Facilities/Institutional 0.10 70% 30% 45 Feet Auditorium, Day Care Center and Recreational Building Tract 3.86 Wetland/Conservation ( N/A I N/A Tract Al I 0.44 25' Buffer Along Wetland I N/A I N/A Tract A2 ( 0.43 25' Buffer Along Wetland I N/A I J N/A Tract B I 3.44 Retention FOR LOTS 1-7 I N/A I I N/A Tract C-1 I 0.98 Additional R/W West Rd. IN/A I J ( N/A Tract C-2 I 2.68IAdditional R/W West Rd, IN/A 1 I N/A Tract G3 1 0.18IAdditional R/W West Road. I N/A I N/A Tract D 0.48I I Additional RIW I NIA I I N/A Ocoee Apopka Rd• I Road A l 0.991 Access Road R/W I N/A I I Tract F 0.801 Water Feature I N/A I Tract G 1.101 Public Trail I 1 ITOTAL 1 43.03 1 1 80%1 20% 1 Ownership & Maintenance Entity ( Maximum ADT Max. PM Peak Hour Trips SHW, LLC SHW, LLC SHW, LLC i Lots 1 through 7 Lots 1 through 7 SHW, LLC ADT= 7,665 PM Peak = 708 SHW, LLC SHW, LLC 1 SHW, LLC Living Waters Church Ocoee, Inc. ADT= 519 PM Peak=38 City of Ocoee City of Ocoee City of Ocoee OCOE, LLC Orange County' I Orange County * Orange County * I City of Ocoee City of Ocoee OCOE, LLC City of Ocoee 1 * ROW AREA TO BE CONVEYED IN ACCORDANCE WITH WEST ROAD REALIGNMENT AGREEMENT ** SEE THE PERMITTED USES MATRIX FOR SPECIFIC PERMITTED USES SETBACK/LANDSCAPE Road Abutting Lot/Tmet Internal Drive 25/15 10\5 10\10 1 25/15 10\5 1M10 1 25/15 10\10 10\10 1 25/15 N/A 10\10 25/15 10\10 N/A 25/15 1.0\0 N/A 25/15 10\10 N/A 10\10 WORM, 25/15 10\0 All Others N/A Parking Summary Chart Description STANDARD SPACES STANDARD ACCESSIBLE SPACES VAN ACCESSIBLE SPACES TOTAL SPACES LOADING BAYS ** Size Spaces Required Provided Required Provided 10' X 20' 10' X 20' 320 319 13'X20 17'X20 6 7 16' X 20' 17' X 20' 2 2 328 328 12X25 12X50 2 2 * ADA/STATE/LOCAL REQUIREMENTS 301— 400 SPACES = 8 ACCESSIBLE SPACES REQUIRED —LOADING BAYS: ONE BAY PER 25000 SF Parking Requirements: RETAIL 26,100 SF x 1 SPACES/200 SF = 131 GROCERY 39,393 SF x 1 SPACES/200 SF = 197 I 1 TOTAL PARKING REQUIRED = 328 e 1 Vanasse Hangen Brustlin, Inc. Transportation Land Development Environmental Services 135 West Central Blvd., Suite 800 Orlando, Florida 32801 407-839-4006 0 FAX 407-839-4008 EB-3932 AI Revised As Per City Comments 110/26/06 Revised As Per City Comments ( 09/01 /06 No. I Revision + Date lAppvd. Designed by ML I Drawn by ML I Checked by RAB CAD checked by MT Approved by JRB Scale 1"=150' Date March 03, 2005 Project Title FOUNTAINS WEST OCOEE APOPKA ROAD Ocoee, Florida Issued for Planned Unit Development Not Approved for Construction Drawing Title Lot Matrix & Parking Summary Drawing Number Am Sheet of Project Number 60929.00 60929 SITE PLAN.DWG H: \buy!�).0 \caa \io \rionset \I uu \ouyzy �Dto r an.awg SYNTHETIC FINISH ON FOAM BAND OVER METAL CABINET W/ FINISH COLOR AND TEXTURE TO MATCH BUILDING 7 f2' V-7 12' -0" 1'-7' 7U1/2" o C r C lreffiffi ;0 We0t � SYNTHETIC FINISH ON FOAM BAND OVER METAL CABINET W/ FINISH COLOR AND O O TEXTURE TO MATCH BUILDING g - SIGN CABINET W/ ROUTED ALUMINUM PANEL A AND SYNTHETIC FINISH, HIGH OUTPUT FOOD & PHARMACY FLUORESCENT LAMPS AND IMPACT RESISTANT ACRYLIC SIGN FACE WITH 3M TKAN5LU6CENT VINYL � I �Q141J� A w < SIGN CABINET W/ HIGH OUTPUT FLUORESCENT l t I 1 �1 T-A I�np LAMPS AND IMPACT RESISTANT ACRYLIC • SIGN FACE WITH 3M TRANSLUSCENT VINYL ' 4W/ SYNTHETIC FINISH OVER METAL CABINET 9 "4 t - COLOR AND TEXTURE TO MATCH BUILDING C SYNTHETIC FINISH OVER METAL CABINET i/aw-mi/aw - TEXTURE AND COLOR TO MATCH BUILDING C A PAINT - OFF WHITE 5EA SHELL - BM OC-120 13 PAINT - DARK TAN JACKSON TAN - BMl HC-46 WEST ROAD 5 H OPPI N G C PAINT - WHITE BRILLIANT WHITE - BM EXT.RM CENTER DRIVEWAY ENTRY PROJECT IDENTIFICATION SIGN ELEVATION 1 SUBJECT TO THE FINAL REVIEW / APPROVAL AND PERMITTING BY THE CITY OF OCOEE FOUNTAINS WEST - 03055 - 9/29/05 M �Rl'' VVIEN ERI A..A. Al "CFIITECT JRI :/I' _At JNI 4G AR # I )01(-416 ;53 S.E. firth E.TKE _T EIUIA 101 I.30CA R,&TON FL 11-740-5P98'_ ID 3 32 56 -75t r-41 FANG 5 SYNTHETIC FINISH ON FOAM BAND OVER METAL CABINET W/ FINISH COLOR AND TEXTURE TO MATCH BUILDING 7 /2' 1'-7' 12' •0" 1' f -7" ✓ 7f /2" o � •C �\ I V/ '� C <-- SYNTHETIC FINISH ON FOAM BAND OVER METAL CABINET W/ FIN15H COLOR AND O Pu ! TEXTURE TO MATCH BUILDING b(D `r � SIGN CABINET W/ ROUTED ALUMINUM PANEL �n AND SYNTHETIC FIN15H, HIGH OUTPUT FOOD & PHARMACY FLUORESCENT LAMPS AND IMPACT RESISTANT ACRYLIC SIGN FACE WITH 3M o �• I TRAN5LU5CENT VINYL 13 .I u l� �j.,- I I .I .� T'u� I A I SIGN CABINET W/ HIGH OUTPUT FLUORESCENT LAMPS AND IMPACT RESISTANT ACRYLIC i SIGN FACE WITH 3M TRAN5LU5CENT VINYL �S.��Iflt�IIPQ°�fl SYNTHETIC FINISH OVER METAL CABINET i 9T4 W/ C COLOR AND TEXTURE TO MATCH BUILDING SYNTHETIC FINISH OVER METAL CABINET ( / - TEXTURE AND COLOR TO MATCH BUILDING C A PAINT- OFF WHITE SEA SHELL - BM (OC-120 OCOEE APOPKA NORTH B PAINT - DARK TAN JACK50N TAN - BPI HC-46 DRIVEWAY ENTRY 5ECON DARY C PAINT -WHITE BRILLIANT WHITE - BM EXT.RM CHURCH I D SIG N 2 PROJECT IDENTIFICATION 510N ELEVATION SUBJECT TO THE FINAL REVIEW / APPROVAL AND PERMITTING BY THE CITY OF OCOEE FOUNTAINS WEST - 03055 - 9/29/05 M VC WIEN ER_ A. -.A. AP;CHIITLCTJRL"/P_ANNI JG AR & on1r.Ain 56 3 E. hS TRE T 4UITJ101_ 32 _ 98 OC ON FL RID 3 -75 -41 F : 5 1- 0-5 10'-01, m SYNTHETIC FINISH ON FOAM BAND OVER METAL CABINET W/ FINISH COLOR AND TEXTURE TO MATCH BUILDING C ®t�TTPAIiRC�IEIL \ o e C SIGN CABINET W/ HIGH OUTPUT FLUORESCENT - - ^ - LAMPS AND IMPACT RE515TAINT ACRYLIC - - - - - - - _ - - _ I N FACE WITH 3M TRAN5LUSCENT VINYL C SYNTHETIC FINISH OVER METAL CABINET - TEXTURE AND COLOR TO MATCH BUILDING A PAINT - OFF WHITE 5EA SHELL - BM OC-120 B PAINT - DARK TAN JACKSON TAN - BM HC-46 OUTPARCEL C PAINT - WHITE BRILLIANT WHITE - BM EXT.RM #5s #4, #5 &1 #7 F PROP05ED OUTPARCEL SIGN ELEVATION a.J SUBJECT TO THE FINAL REVIEW / APPROVAL AND PERMITTING 1 /j I I 1 tool I BY THE CITY OF OCOEE 4, FOUNTAINS WEST - 03055 - 9/29/05 M R� WIEN ER. A. -.A. AKCMIT CTJRh_'/P ANNI JG AR # 001(,416±I _ toc, E. h REST Ul 101 ONFL RID 3 32 13'r0° 7 7�/2" C f- #-15YNTHE11C FINISH ON FOAM BAND OVER METAL i CABINET W/ FINISH COLOR AND TEXTURE TO MATCH BUILDING N ILn Cvn Tail Ly W t� f } eirs SYNTHETIC FINISH ON FOAM BAND OVER METAL 11 V LL 1.11.1 V V CSIS I!►l�i li t� CABINET W/ FINISH COLOR AND TEXTURE TO N o MATCH BUILDING < - — SIGN CABINET W/ ROUTED ALUMINUM PANEL AND SYNTHETIC FINISH, HIGH OUTPUT FLUORESCENT LAMPS AND IMPACT RESISTANT �; • - ACRYLIC SIGN FACE WITH 3M TRAN5LU5CENT VINYL f , i A PAINT - OFF WHITE SEA SHELL - BM OC-120 B PAINT- DARK TAN JACKSON TAN - 3M HC-46 WEST ROAD FULL C PAINT- WHITE BRILLIANT WHITE - BM EXT.RM TURN MAIH ENTRY LOT' #b PRIMARY SIGN ELEVATION j 3 SUBJECT TO THE FINAL REVIEW / APPROVAL AND PERMITTING BY THE CITY OF OCOEE FOUNTAINS WEST - 03055 - 9-5-06 M Rl; WJE� 'HK A.=.A. ARCH Ilcr - AR 1# I )01C416 u ( ui FL T YI2_ 56' J755 J J 0 SYNTHETIC FIN15H ON FOAM BAND OVER METAL 1/^ 11-4 CABINET W/ FINISH COLOR AND TEXTURE TO 1/ 101-01, MATCH BUILDING o ®U T 7 A R C 3 I 0 AI SIGN CABINET W/ HIGH OUTPUT FLUORESCENT LAMPS AND IMPACT RESISTANT ACRYLIC SIGN FACE WITH 3M TKANSLU5CENT VINYL .0 SYNTHETIC FINISH OVER METAL CABINET - TEXTURE AND COLOR TO MATCH BUILDING A PAINT - OFF WHITE SEA SHELL - BM OC-120 B PAINT - DARK TAN JACK50N TAN - BM HC-46 O UTPARCE L # q 1 & #2 C PAINT - WHITE BRILLIANT WHITE - BM EXT.RM SHADED 4 PROP05ED OUTPARCEL SIGN ELEVATION 51.15JECT TO THE FINAL REVIEW / APPROVAL AND PERMITTING 1 /4'' �.11..011 BY THE CITY OF OCOEE FOUNTAIN5 WEST - 03055 - 9/29/05 M VC WIE ER. A.'.A. A Ch;ITLCTJRr-_/P ANN1 JG A9 # 1)01( 416 3 E. h drRE T UI 101 OC RA rON1 FL RID 3 32 J Vanasse Hangen Brustlin, Inc. Transportation Land Development Environmental Services 135 West Central Blvd., Suite 800 Orlando, Florida 32801 407-839-4006 0 FAX 407-839-4008 EB-3932 I I I I I ( I AI Revised As Per City Comments ( 10/20/06 No. I Revision i Date (Appvd. Designed by ML I Drawn by ML i Checked by RAB CAD checked by M T Approved by JRB Scale N/A Date March 03, 2005 Project Title FOUNTAINS WEST OCOEE APOPKA ROAD Ocoee, Florida Issued for Planned Unit Development Not Approved for Construction Drawing Title Sign Details Drawing Number C-11 Sheet of Project Number 60929.00 60929 SITE PLAN.DWG H: \bUy2U.UU\cad\id\Hlansez\HUU\bUY2Y 51te IJlan.dwg I 030?: - f'OLOR rL 112 -4 17.0: - - i LfYl t 4 r',.0 ............ ....... .... ... ..._t...................,.I ............ ............ ...... .. jtI .... ............. ............ PARKING LOT LUMINAIRE, QUANTITY AS SCHEDULED CZ. .17�_ :o TYPICAL RECE PTACLE CLE TO BE MOUNT ED ON THE SITE .POL E AT 8 ->v 1 AFG. PROV IDE DE WP COV ER R TOALLO w co RQ L.0 :v>••cUSE - WITH FUL L LWP PROTECTION. ECT(0 N. RECEPTACLE E TO BE .... t— : rr, : o .o m sra FORS SE ASONAL ONA S L DISPLAY HTl G z :r- LIG N. _ 1 28 0' Q SQUARE STRAIGHT STEEL POLE FINISHED BLACK POWDER COATED. ••• ......•••• ............ ............................I...... ---�--.... .... .............. ;........ ,....... ....... ACCESS HOLE WITH COVER AND GROUND LUG BEHIND COVER. :,.......>...... ........ ..... ........ :...................... �+- BASE COVER ................ ............... ............... rI .. ....:•...... 1" CONDUIT - .............................;.............. COORDINATE BOLT PATTERN WITH 1" BOLT (TYP OF 2) PROVIDED SITE POLE. ..•.............:......•....... /N3/4" CHAMFER (TYP.) 4OJECTION \ 10" 0 BOLT 11 _ _._ 1( n n u t — H I Z 11 u — n n n 11 it u o¢ fi II II r7" Nin II It Ii `o rGRADE 28" 0 II H II f )III It ALL SITE CONDUITS TO BE SCHEDULE 40 PVC n BURIED A MINIMIUM OF 18" 11 o " t CAGE ' W.W.-MESH 3X3 W5/W5 r 3/4" CONDUIT WITH #6 STRANDED CU GROUND TO BURIED 10' LONG GROUND ROD. ALL CONNECTIONS f_& SPLICES ARE TO BE MADE W% U.L. LISTED DEVICES. 5' LINE SITE POLE & BASE DETAIL. 2 NO SCALE NOTE POLE .MANUFACTURER TO PROVIDE SIGNED AND SEALED WIND LOADING AND BURIAL CALCULATIONS FOR SUBMITTAL. CFRONT ELEVATION i Inc" =t•c. F OUNTAITT "S WEST F. }JERTICAL'L _ P .. E ..:.. AM /F AT GLASS LENS E I S SPECIFICATIONS HOUSING The FV Series formed aluminum housing is finished to produce a clean, sharp appearance and ensures weather -tight construction. \; Available in 2 sizes: Medium (reduced envelope 400 Watt Lamp) and �'... Reduced (reduced envelope 1000 Watt Lamp). LENS/GASKET A flat tempered glass lens is sealed to the housing with an EPDM gasket, preventing entry of moisture and insects. Combined with the vertical burn feature, the flat glass lens provides high �=r..� performance lighting. a'. « . Flat -lensed fixtures meet IESNA TOP ACCESS Is secured by four captive stainless steel fasteners and full cutoff classification provides ease of installation and servicing. FINISHES Each fixture is finished with a baked -on polyester powder DIMENSIONS finishing process to give the fixture an exceptionally attractive appearance. ARM MOUNT POLE T0 MOUNT Standard finish colors include bronze, buff, black, platinum, white and P M green. The polyester finish wit hstands extreme weather changes without A A cracking or peeling.Consult factory for available a custom colors and B e pinstripe decal options. c REFLECTORS/DISTRIBUTION PATTERNS The FV Series fixture is available in four reflector systems and distribution patterns, all with vertical burn lamps: Type II (2), Type III (3), Type V (5), and Perimeter Forward Throw (FP). Reflectors are field -rotatable, enabling generous A B C EPA flexibility in distribution patterns without fixture movement. FVM 215/8' 123/4' 2115/16' 2.8 LIGHT SOURCES Designed to operate with Pulse -Start Metal Halide, FVR 215/8' 16' 25' 3.5 Super Metal Halide, Metal Halide, Metal Halide Reduced Envelope or High Pressure Sodium. SOCKETS Porcelain mogul -base sockets with spring -reinforced contacts. MOUNTING BRACKETS BALLAST Metal Halide, Super Metal Halide, and High Pressure Sodium feature a high -power factor CWA ballast, and are designed for -20 F operation. BRACKETS Arm Mount: 5 1/2" x 2 1/2" x 12" length shipped standard. (An 8" bracket is available for single or D180 configurations, but must o be ordered separately from Options column of the ordering chart.) A Round BOLT ON ARM Pole Plate (RPP) is required for mounting to 3" -5" round poles. (See Options in Luminaire Ordering Information.) Pole Top: Cast aluminum POLE TOP MOUNT mounting hub conceals the wiring compartment and mounting hardware (consisting of four 11/16" O.D. aluminum rods for medium fixtures and 7/8" O.D. aluminum rods for large fixtures, and high -strength grade -five steel bolt with nylon insert and split lock washer for double locking.) Ilsate"cd for wet locations. Approved By: WLS L 1 G N 11 N G SYSTEMS Project Name: MANUFACTURING SINCE 1969 Location: P.O. Box 100519 r Fort Worth, TX 76185 Date: 800.633.8711 , Fax: 817.735.4824 > www.wlslighting.com '1 rdvtt•c: Nha•c iNk9t.s..41 •i ,11 Sf' 4 ih Strc-ei fsnc, )iatnn. Fl it432 L.51 phi '-5n•41IT 561.IL=2JS Tay VERT ICAG.LAMP .L SS S.. F VCwt IE : is FIXTURE MOUNTING � CONFIGURATIONS POLE TOP SINGLE D90' D1B0" T90° TN120' Q90" MOUNT OPTICS TYPE II (2) TYPE Ill (3) FORWARD THROW (FP) TYPE V (5) NOTE: Based oil 1000 Watt MH vertical burn. Consult factory for accurate optics. ORDERING INFORMATION SE -ECT APPROPRIATE CHOI:E FROM EACH COLUMN TO FORMULATE ORDER CODE. R aferto example below X 7 ......_...DISTRIBU?ION':1 'GE ::SOU WA7. A PT ONS`_i; FVM 2 - Type II 25OW PSMH - Pulse -Start FG - Flat Glass 480V BRZ - Bronze LL - Less 3 - Type III 320W Metal Halide MT - Multi Tap3 BLK -Black Lamp FP - Perimeter 40OW 250, 320 Watt TT - Tri Tap2 PLT - Platinum GS - Glare Forward HIPS - High Pressure Shield Throw Sodium BUF - Buff 250, 400 Watt WHT - White 8BK - 8" Bracket 5 - Type V RPP - Round MHR- Metal Halide GRN - Green Pole Plate Reduced CC -Custom Envelope Color BKT-WM - Wall 400 Watt Mount Plate MH - Metal Halide PT - Pole Top 250 Watt SF - Single Fusing FVR 2 - Type II 40OW MHR - Metal Halide DF - Double 3 - Type III 75OW Reduced Fusing FP - Perimeter 1006W Envelope AS - Accent Forward 1000 Watt Striping Throw PSMH - Pulse -Start PC -Photo Cell 5 - Type V Metal Halide AF -Automotive HPS - High Pressure NO - No Options Forward Sodluml FVR 5 1000 MHR FG MT BRZ NO (EXAMPLE ORDER) ORDER: WLS NOTE: 1 Voltage for75OW High Pressure Sodium must be specified. 2 Consult factory for international voltages. (120, 277.347 Voltage) 3 MT- Multi Tap is shipped standard unless otherwise specified. (Multi Tap consists of 120V, 208V, 24OV, and 277V. Multi Tap is pre -wired for highest voltage Alternate voltages will require field re -wiring ) Approved By: WLS L16HTIN6 SYSTEMS Project Name: MANUFACTURING SINCE 1969 Location: P-0. Box 100519 a Fort Worth, TX 76185 Date: 800.633.8711 r Fax: 817.735 4824 3 www.,wlslighting.com Vanasse Hangen Brustlin, Inc. Transportation Land Development Environmental Services 135 West Central Blvd., Suite 800 Orlando, Florida 32801 407-839-4006 0 FAX 407-8394008 EB-3932 I I I All Revised As Per City Comments 110/20/06 No. I Revision I Date (Appvd. Designed by ML I Drawn by ML I Checked by RAB CAD checked by MT Approved by JRB Scale N/A Date March 03, 2005 Project Title FOUNTAINS WEST OCOEE APOPKA ROAD Ocoee, Florida Issued for Planned Unit Development Not Approved for Construction Drawing Title Lighting Details & Conceptual Building Elevation Drawing Number C-12 Sheet of Project Number 60929.00 60929 SITE PLAN.DWG LEGAL DESCR.PTION, CHURCH PARCEL THAT PART OF THE SOUTHWEST 1/4 OF THE NORTHEAST 1/4 AND THAT PART OF THE SOUTHEAST 1/4 OF THE NORTHWEST 1/4, ALL IN SECTION 6, TOWNSHIP 22 SOUTH, RANGE 28 EAST, ORANGE COUNTY, FLORIDA, LYING EAST OF THE CENTERLINE OF OCOEE-APOPKA ROAD AS CENTERLINE IS NOW LAID OUT AND EXISTS, LYING NORTH AND WEST OF THE FOLLOWING DESCRIBED LINE: FROM THE SOUTHEAST CORNER OF THE SOUTHEAST 1/4 OF THE NORTHEAST 1/4 OF SECTION 6, TOWNSHIP 22 SOUTH, RANGE 28 EAST, ORANGE COUNTY, FLORIDA; RUN SOUTH 87` 35'43" WEST 1275.40 FEET TO A POINT, SAID POINT BEING NORTH 87°35'43" EAST 1205.41 FEET FROM A 4"X4" CONCRETE MONUMENT; THENCE RUN NORTH 04°16'46" WEST 53.83 FEET SAID POINT BEING NORTH 87°35'43" EAST 1205.41 FEET FROM A 4"X4" CONCRETE MONUMENT WITH A DISK STAMPED "RLS 1585 AND RLS 1819"; THENCE CONTINUE NORTH 04° 16'46" WEST 451.57 FEET TO A 4"X4" CONCRETE MONUMENT WITH A DISK STAMPED "RLS 1585 AND RLS 1819", THENCE RUN SOUTH 82°36'53" WEST 886.98 FEET TO A 4"X4" CONCRETE MONUMENT WITH A DISK STAMPED "RLS 1585 AND RLS 1819"; THENCE RUN NORTH 86°44'52" WEST 522.64 FEET TO A 4"X4" CONCRETE MONUMENT WITH A DISK STAMPED "RLS 1585 AND RLS 1819"; THENCE CONTINUE NORTH 86°44'52" WEST 65.50 FEET FOR THE POINT OF BEGINNING, AND SAID POINT OF BEGINNING BEING A POINT ON THE CENTERLINE OF OCOEE-APOPKA ROAD AS SAID CENTERLINE IS CURRENTLY LAID OUT AND EXISTING; THENCE RUN SOUTH 86°44'52" EAST 65.60 FEET TO A 4"X4" CONCRETE MONUMENT WITH A DISK STAMPED "RLS 1585 AND RLS 1819"; THENCE CONTINUE SOUTH 86°44'52" EAST 522.64 FEET TO A 4"X4" CONCRETE MONUMENT WITH A DISK STAMPED "RLS 1585 AND RLS 1819"; THENCE RUN NORTH 82"36'53" EAST 836.98 FEET TO A 4"X4" CONCRETE MONUMENT WITH A DISK STAMPED "RLS 1585 AND RLS 1819"; THENCE RUN NORTH 04°16'46" WEST 585.07 FEET TO A 4"X4" CONCRETE MONUMENT WITH A DISK STAMPED "RLS 1585 AND RLS 1819"; THENCE CONTINUE NORTH 04°16'46" WEST 160.00 FEET, MORE OR LESS, TO A POINT ON THE NORTH BOUNDARY OF THE SOUTHWEST 1/4 OF THE NORTHEAST 1/4 OF SAID SECTION 6, SAID POINT BEING THE POINT OF TERMINATION OF THE AFORESAID LINE. LESS RIGHT OF WAY FOR OCOEE-APOPKA ROAD ON THE WEST. SAID LANDS CONTAINING 21.44 ACRES AS SURVEYED. LEGAL DESCRPTION, KERR PARCEL THAT PART OF THE SOUTHWEST 1/4 OF THE NORTHEAST 1/4 AND THAT PART OF THE SOUTHEAST 1/4 OF THE NORTHWEST 1/4, ALL IN SECTION 6, TOWNSHIP 22 SOUTH, RANGE 28 EAST, ORANGE COUNTY, FLORIDA, LYING EAST OF THE CENTERLINE OF OCOEE-APOPKA ROAD AS CENTERLINE IS NOW LAID OUT AND EXISTS, LYING SOUTH AND WEST OF THE FOLLOWING DESCRIBED LINE: FROM THE SOUTHEAST CORNER OF THE SOUTHEAST 1/4 OF THE NORTHEAST 1/4 OF SECTION 6, TOWNSHIP 22 SOUTH, RANGE 28 EAST, ORANGE COUNTY, FLORIDA; RUN SOUTH 87° 35'43" WEST 1275.49 FEET FOR THE POINT OF BEGINNING; SAID POINT BEING NORTH 87°3543" EAST 1205.41 FEET FROM A 4"X4" CONCRETE MONUMENT; THENCE RUN NORTH 04°16'46" WEST 53.83 FEET SAID POINT BEING NORTH 87°35'43" EAST 1205.41 FEET FROM A 4"X4" CONCRETE MONUMENT WITH A DISK STAMPED "RLS 1585 AND RLS 1819"; THENCE CONTINUE NORTH 04' 16'46" WEST 451.57 FEET TO A 4"X4" CONCRETE MONUMENT WITH A DISK STAMPED "RLS 1585 AND RLS 1819", THENCE RUN SOUTH 82°36'53" WEST 886.98 FEET TO A 4"X4" CONCRETE MONUMENT WITH A DISK STAMPED "RLS 1585 AND RLS 1819"; THENCE RUN NORTH 86'4452" WEST 522.64 FEET TO A 4"X4" CONCRETE MONUMENT WITH A DISK STAMPED "RLS 1585 AND RLS 1819"; THENCE CONTINUE NORTH 86°44'52" WEST 65.50 FEET TO A POINT ON THE CENTERLINE OF OCOEE-APOPKA ROAD AS SAID CENTERLINE IS CURRENTLY LAID OUT AND EXISTS, SAID POINT BEING THE TERMINATION OF THE AFORESAID DESCRIBED LINE. LESS RIGHT OF WAY FOR OCOEE-APOPKA ROAD ON THE WEST. SAID LANDS CONTAINING 14.20 ACRES AS SURVEYED. LEGAL DESCRPTION, W.O.R.Y. PARCEL A PARCEL OF LAND BEING A PORTION OF THE NORTHEAST 1/4 OF SECTION 6, TOWNSHIP 22 SOUTH, RANGE 28 EAST, ORANGE COUNTY, FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHEAST CORNER OF THE NNORTHEAST CORNER OF SAID SECTION 6; THENCE RUN NORTH 04°07'26" EAST ALONG THE EAST LINE OF THE NORTHEAST 1/4 OF SAID SECTION 6 A DISTANCE OF 30.26 FEET; THENCE DEPARTING SAID EAST LINE RUN SOUTH 86° 38' 31" WEST A DISTANCE OF 455.75 FEET; THENCE RUN NORTH 05° 28' 45" west A DISTANCE OF 20.01 FEET TO A POINT ON THE NORTHERLY RIGHT OF WAY LINE OF WEST ROAD AS SHOWN ON THE ORLANDO-ORANGE COUNTY EXPRESSWAY AUTHORITY RIGHT OF WAY MAP, PROJECT NUMBER 75320-6460-602/603; SAID POINT BEING THE POINT OF BEGINNING; THENCE CONTINUE NORTH 05' 28' 45" WEST, A DISTANCE OF 1172.11 FEET; THENCE RUN SOUTH 87" 56' 45" WEST, A DISTANCE OF 820.36 FEET; THENCE RUN SOUTH 05' 13' 58" EAST, A DISTANCE OF 1170.60 FEET TO A POINT ON THE NORTHERLY RIGHT OF WAY LINE OF WEST ROAD AS SHOWN ON THE ORLANDO-ORANGE COUNTY EXPRESSWAY AUTHORITY RIGHT OF WAY MAP, PROJECT NUMBER 75320-6460-602/603; THENCE RUN ALONG SAID NORTHERLY RIGHT OF WAY LINE THE FOLLOWING THREE COURSES AND DISTANCES: (1) NORTH 86' 38' 31" EAST, A DISTANCE OF 240.88 FEET; (2) SOUTH 77° 11' 15" EAST, A DISTANCE OF 71.81 FEET, (3) NORTH 86' 38' 31" EAST, A DISTANCE OF 515.38 FEET TO THE POINT OF BEGINNING. SAID LANDS CONTAINING 22.15 ACRES AS SURVEYED. NOTES: 1. THIS SURVEY IS NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. 2. THE LAND DESCRIPTION HEREON WAS PROVIDED BY THE CLIENT. 3. WETLAND LINES AS SHOWN HEREON ARE BASED ON FIELD MARKINGS BY VANASSE HANGEN BRUSTLIN, INC. 4. ALL BEARINGS AND DISTANCES SHOWN HEREON ARE CORRECT AND IN AGREEMENT WITH THE FOUND AND SET MONUMENTS AS MEASURED IN THE FIELD UNLESS OTHERWISE NOTED. 5. THIS SURVEY WAS PERFORMED WITHOUT THE BENEFIT OF AN ABSTRACT OR OPINION OF TITLE, NO INSTRUMENTS OF RECORD WERE FURNISHED TO THIS SURVEYOR EXCEPT AS NOTED. THERE MAY BE ADDITIONAL EASEMENTS OR INSTRUMENTS OF RECORD NOT SHOWN ON THIS SURVEY THAT CAN BE FOUND IN THE PUBLIC RECORDS OF ORANGE COUNTY. 6. BEARINGS SHOWN HEREON ARE BASED ON THE NORTH LINE OF THE SOUTHWEST 1/4 OF THE NORTHEAST 1/4 OF SECTION 6, TOWNSHIP 22 SOUTH, RANGE 28 EAST, BEING SOUTH 87-56'46" WEST, PER ORLANDO-ORANGE COUNTY EXPRESSWAY AUTHORITY RIGHT OF WAY MAP, PROJECT NO. 75320-6460-602/603. 7. NO UNDERGROUND UTILITIES, FOUNDATIONS, OR IMPROVEMENTS, IF ANY, HAVE BEEN LOCATED EXCEPT AS SHOWN. 8. THE BOUNDARY AND OWNERSHIP OF THE PARCELS DEPICTED HEREON IS BASED ON LAST DEEDS OF RECORD AS RESEARCHED BY VHB AND ON THE ORLANDO-ORANGE COUNTY EXPRESSWAY AUTHORITY RIGHT OF WAY MAP, PROJECT NO. 75320-6460-602/603. ADDITIONAL INFORMATION AFFECTING THESE PROPERTIES MAY BE FOUND BY A SEARCH OF THE PUBLIC RECORDS. ii CERTIFICATION: I HEREBY STATE THAT THIS BOUNDARY SURVEY OF THE HEREON DESCRIBED PROPERTY IS TRUE AND CORRECT TO THE BEST OF MY KNOWLEDGE AND BELIEF AS SURVEYED IN THE FIELD UNDER MY DIRECTION IN MAY, 2004, AND THAT THIS BOUNDARY SURVEY MEETS THE MINIMUM TECHNICAL STANDARDS FOR FLORIDA SURVEYORS AND MAPPERS, AS SET FORTH IN CHAPTER 61G-17 OF THE FLORIDA ADMINISTRATIVE CODE, PURSUANT TO CHAPTER 472.027, FLORIDA STATUTES. For the firm by, Brian K. Hefner, P.S.M. Professional Surveyor and Mapper Florida License No. 5370 Vanasse Hangen Brustlin, Inc. Transportation Land Development Environmental Services 135 W. Central Blvd., Suite 800 Orlando, FL 32801 407 839 4006 • FAX 407 839 4W8 Licensed Survey Business LB7153 Legend & Abbreviations OD DRAIN MANHOLE �Cr FIRE HYDRANT ® CATCH BASIN -a- STREET SIGN Os SEWER MANHOLE x LIGHT POLE O ELECTRIC MANHOLE cQ, UTILITY POLE OT TELEPHONE MANHOLE O- GUY POLE O MANHOLE w GUY WIRE El FOUND 4"X4" C.M. Q MONITORING WELL SET 5/8" IRON & CAP LB 7153" GAS VALVE wv M WATER VALVE P.R.M. = PERMANENT REFERENCE MONUMENT P.O.C. = POINT ON CURVE P.C. = POINT OF CURVATURE P.R.C. = POINT OF REVERSE CURVATURE P.C.C. = POINT OF COMPOUND CURVATURE P.T. = POINT OF TANGENCY P.I. = POINT OF INTERSECTION P.C.P. = PERMANENT CONTROL POINT P.O.L. = POINT ON LINE C.B. = CHORD BEARING C.M. = CONCRETE MONUMENT P.B. = PLAT BOOK PG. = PAGE R = RADIUS L = ARC LENGTH A = CENTRAL ANGLE R/W = RIGHT-OF-WAY -W- = WATER LINE U.E. = UTILITY EASEMENT D.E. = DRAINAGE EASEMENT CONC. = CONCRETE CATV = CABLE TELEVISION TELE = TELEPHONE (M) = MEASURED (D) = DEED O.R. = OFFICIAL RECORDS BOOK FH = FIRE HYDRANT N&D = NAIL AND DISC IR = IRON ROD IP = IRON PIPE EL. = ELEVATION P.O.C. = POINT OF COMMENCEMENT P.O.B. = POINT OF BEGINNING = TREE LINE 3 ADDED WETLAND 8/15/05 BKH 2 ADDED TOPO 10/25/04 BKH 1 ADD PROPOSED RIGHT OF WAY 05/13/04 BKH No. Revision Date Appvd. Field By li I Drawn by BKH I Checked by CAD checked by Approved by Scale 1"=100' Date 05/04/04 Project Title OCOEE, FLORIDA Issued for HALVORSEN DEVELOPMENT Drawing Title i , r r • r � r r • r r� r 10 rAr Drawing Number SV_1 Sheet of 1 2 Project Number 60929.00 P:\60929.00\cad\sr\planset\60929-bndy.dwg OQ 41 000 rp0`Y �M O=t�=C,��� o �� o OUND 4°X4 C.M. 0.10' NORTH, 2 00' WE SET 5/8" IRON sROD & CAP 'LB 715�C WETLAND PROPOSED NEW OCOEE—APOPKA ROAD RIGHT OF WAY F EAST R/W O::OFE—APOPKA ROAD PER ORLAND7-/ORANGE COUNTY EXPRESSWAY AUTHORITY R/W MAP P OJ. NO. 75320-6460-602/603 1 °g '01 "E ).(M) WEST LINES _ NW 1/4 SECTION 6-22-28 / p&Op OSeO &/QyT FAD New wAY �.021�ACRES OU 3 ROPOSED RIG T 0 WAY S GNAL OX 18" RCP , � / i i . ri�l � sa SOUTH LINE NW 1/4 SECTION 6-22-28 1 N . I i2j D 6°2 'i?,B �4 8"W ---® CHORD=133.67' (M) ROD & CAP MAGED) iN ROD 5 . 20. 6 ACRE`. OF PROPOS" S87°56' 45" W ARCE1a NO. OPEN PAST URA �1`LZ NOT PLATTED FOND RO R CA LB 09 �S,8�7°56'45�W 820.36' (D) & (M) LINE 4, NE2/28co w \ N O c ! J I � I � \ ab N ov 0 0 �. WETLAND �J1 43 IN �\ C do cQ h5' / FOU 4" C. Aa ;� gg6 98 M 21.98 ACRES NORTH / z (on/ OF PROPOSED RIGHT OF WAY 482736'53„E cn VACANT 2.15 ACRES A/VILY WOODED EL/iVO. 06-22-28-0000-00-022 W.Q.R.Y. INVESTMENTS, L.L.C. rn UT / 00 9 5 AC ES NORTH �o OF F�OPOS'D RIG T OF,/WAY 4. R ^� C4 I Cn P, 0 E D ^�� CW NORTH R/W WEST ROAD ^� J (3 0.17 ACRES PER ORLANDO—ORANGE COUNTY 1 / OF PROPOSED RIGHT OF WAY EXPRESSWAY AUTHORITY 00 0-00-0 1 / ;� �/� R/W MAP PROJ. NO. 75320-6460-602/603 h / FOUND IRON ROD & CAP / \ / S%�° , FOUND BENT IRON ROD &CAP LB 6097 f l 15"E NO NUMBER tSED NEW ,�' 8�' ROAD ��� & , 515.38' (D) & (M) RI �iT OF WAY / �` *� �M� N86°38 31 E 49&28-45rV �EEa- / N059 "W o > > , 1 -- S� �f� 38 1 , — - -� \ W �` � _ T CP +r) 26� ! 0, LOco (_ SOUTH LINE NE 1/4 SECTION 6-22-28 1\ j CENTERLINE OF SURVEY II WEST ROAD PER ORLANDO—ORANGE COUNTY EXPRESSWAY AUTHORITY R/W MAP PROD. NO. 75320-6460-602/603 \\\ FOUND IRON ROD & CAP LB 6097 z 0 N 00 .p cn El NOT PLATTED Vanasse Hangen Brustlin, Inc. Transportation Land Development Environmental Services 135 W. Central Blvd., Suite 800 Orlando, FL 32801 407 839 4006 • FAX 407 839 4008 Licensed Survey Business LB7153 Legend & Abbreviations OD DRAIN MANHOLE Z�,r FIRE HYDRANT ® CATCH BASIN —a— STREET SIGN Us SEWER MANHOLE LIGHT POLE OE ELECTRIC MANHOLE c0_, UTILITY POLE OT TELEPHONE MANHOLE O- GUY POLE 0 MANHOLE GUY WIRE El FOUND 4"X4"" C.M. Q MONITORING WELL SET 5/8" IRON & CAP "" LB 7153"" cv D4 GAS VALVE WV N .WATER VALVE P.R.M. = PERMANENT REFERENCE MONUMENT P.O.C. = POINT ON CURVE P.C. = POINT OF CURVATURE P.R.C. = POINT OF REVERSE CURVATURE P.C.C. = POINT OF COMPOUND CURVATURE P.T. = POINT OF TANGENCY P. 1. = POINT OF INTERSECTION P.C.P. = PERMANENT CONTROL POINT P.O.L. = POINT ON LINE `— C.B. = CHORD BEARING C.M. = CONCRETE MONUMENT P.B. = PLAT BOOK PG. = PAGE R = RADIUS L = ARC LENGTH 0 = CENTRAL ANGLE R/W = RIGHT—OF—WAY —W— = WATER LINE U.E. = UTILITY EASEMENT D.E. = DRAINAGE EASEMENT CONC. = CONCRETE CATV = CABLE TELEVISION TELE = TELEPHONE (M) = MEASURED (D) = DEED O.R. = OFFICIAL RECORDS BOOK FH = FIRE HYDRANT w N&D = NAIL AND DISC N IR = IRON ROD IP = IRON PIPE EL. = ELEVATION zP.O.C. = POINT OF COMMENCEMENT P.O.B. = POINT OF BEGINNING (YYYi = TREE LINE I 3 ADDED WETLAND 08/15/05 IBKH 2 ADDED TOPO 10/25/04 BKH 1 ADD PROPOSED RIGHT OF WAY 05/13/04 BKH No. Revision Date Appvd. Field By pi I Drawn by BKH (Checked by CAD checked by Approved by Scale 1"=100' Date 05/04/04 S86'38'31'W 455.75 (D) & (M) Project Title 30 61'0(D}2 &E(M) 100 0 100 SCALE IN FEET SE CORNER, OCOEE PUBLIX NE 1/4 6-22-28 OCOEE, FLORIDA Issued for HALVORSEN DEVELOPMENT Drawing Title BOUNDARY AND TOPOGRAPHIC SURVEY FOR THE PARENT PARCELS Drawing Number SV-2 200 Sheet of 2 2 Project Number 60929.00 P:\60929.00\cad\sr\planet\60929-bndy.dwg ITEM NUMBER IV. C Eagles Landing Final Subdivision Plan Mavor S. Scott Vandergrift City Manap-er Robert Frank STAFF REPORT Commissioners Gary Hood, District 1 Scott Anderson, District 2 Rusty Johnson, District 3 Joel F. Keller, District 4 DATE: November 8, 2006 TO: The Planning and Zoning Commission FROM: J. Antonio Fabre, AICP, Principal Planner THROUGH: Russ Wagner, AICP, Community Development Director A/1 SUBJECT: Eagles Landing Final Subdivision Plan Project # LS-04-025 ISSUE: Should the Planning and Zoning Commission recommend approval of the Final Subdivision Plan for Eagles Landing Subdivision? BACKGROUND: The property is located on the west side of Ocoee -Apopka Road approximately 2,000 feet north of the West Road intersection. The property encompasses approximately 46.35 acres of land of which approximately 4.61 acres are designated as wetland/conservation to be dedicated to the City. This conservation area adjoins and connects to a series of other conservation/wetlands already dedicated to the City. The FSP also provides protection for an existing eagle's nest. The subject property is currently undeveloped and is covered with a small variety of trees of which a majority consists of planted pine trees. It should be noted that the applicant intends to harvest the planted pines prior to development. The Future Land Use designation is "Low Density Residential" which allows up to 4 dwelling units per acre. The surrounding land use to the north is developed as ForestBrook Phase One single-family residential subdivision, zoned R-1AA; to the west is Westyn Bay single-family residential, zoned R1-AA; and to the south is the Vineyards single-family residential subdivision, zoned R1-AA. On August 3, 2004, the City Commission reviewed and approved the Preliminary Subdivision Plan (PSP) for Eagles Landing with (3) waivers from the adopted development code. The Final Subdivision Plan as presented is consistent with the Preliminary Subdivision Plan as approved. The Planning and Zoning Commission November 14, 2006 Page 2 of 3 DISCUSSION: The Final Subdivision Plan proposes 105 single-family residential lots on approximately 46.35 acres. The property is zoned R-1AA requiring a minimum lot width of 75 feet and lot size of 9,000 SF. Eagles Landing will be developed in three (3) phases. The first phase will incorporate Westyn Bay Boulevard infrastructure. This will facilitate the extension of Westyn Bay Boulevard to meet with the Westyn Bay Phase 4 & 5 subdivision improvement plans. As shown on the Final Subdivision Plan, Westyn Bay Boulevard is planned to be extended through the proposed subdivision and connect to Westyn Bay Phase 4 & 5 subdivision. There will only be one main entrance gate on the north side for both subdivisions (Eagles Landing and Westyn Bay Phase 4 & 5). Along with the usual infrastructure improvements, the property owner will provide additional road right-of-way (Tract "D" - 35 feet) for Ocoee -Apopka Road widening and turn lanes improvements on Ocoee -Apopka Road and Westyn Bay Boulevard. There will be a 6-foot brick wall within a 10-foot wide landscape wall easement with appropriate landscaping along the full length of Ocoee -Apopka Road fronting the proposed subdivision. From the intersection of Ocoee -Apopka Road and Westyn Bay Boulevard to the entrance to the subdivision on Westyn Bay Boulevard there will be a 6-foot high masonry wall within a 10-foot landscape wall easement that will match the Westyn Bay wall design scheme. The entrance subdivision sign on Westyn Bay Boulevard will read, "Eagles Landing at Westyn Bay. The Developer of Eagles Landing is coordinating the utilities, road connection and the use of the community meeting room with the developer of Westyn Bay single-family subdivision, adjacent to the west. These arrangements between Eagles Landing and Westyn Bay are promulgated in a recorded Development Agreement. DEVELOPMENT REVIEW COMMITTEE RECOMMENDATION: The Development Review Committee (DRC) reviewed the Eagles Landing Final Subdivision Plan on October 26, 2006. There were a few minor issues to be addressed from the Planning Division, City Attorney's Office and from the Engineering Department that were identified in written staff comments and presented verbally. All of the issues were discussed and changes to the Plan were agreed upon. Further discussions occur on the timing and construction of Westyn Bay Boulevard to facilitate access to the proposed Westyn Bay Phase 4 & 5 subdivision. The applicant was also made aware of the concerns that Staff has concerning the magnitude and height of the proposed retaining wall along Ocoee -Apopka Road. Specifically, how much effective rear -yard (swimming pools, screen enclosures, sheds, etc.) area would remain for lots backing into this proposed retaining wall. Staff notified the applicant to provide detail drawings that clearly illustrates the rear -yard dimensions and the actual effective rear -yard area compared with the highest portion of the retaining wall. Finally, it was agreed that the structural integrity of the retaining walls will be deferred to the building permit review process. The Planning and Zoning Commission November 14, 2006 Page 3 of 3 Additionally, the City Attorney recommended that two Conditions of Approval affecting the retaining wall should be incorporated in the Final Subdivision Plan. When the discussion was finished, the Committee voted unanimously to recommend approval of the Final Subdivision Plan, subject to incorporating the two (2) COAs into the plans and making the changes agreed upon at the DRC meeting. STAFF RECOMMENDATION: Based on the recommendation of the DRC, Staff recommends that the Planning and Zoning Commission recommend approval of the Final Subdivision Plan for Eagles Landing Subdivision, as date stamped received by the City on November 3, 2006, subject to incorporating the two (2) COAs mentioned above at the DRC meeting and resolving the issues specified in the attached City Attorney's memorandum and the Engineering Department comments before the City Commission meeting. Attachments: City Attorney's Memorandum dated November 8, 2006; Engineering Department Comments dated November 6, 2006; Location Map; FLU Map; Zoning Map; Final Subdivision Plan date -stamped November 3, 2006. O:\Staff Reports\2006\SR06056_AF_EaglesLanding_FSP_P&Z.doc :FOLEY FOLEY & LARDNER LLP ATTORNEYS AT LAW MEMORANDUM CLIENT -MATTER NUMBER 020377-0713 TO: Carolyn Alexander, Development Review Coordinator FROM: Nicholas N. Palmer, Assistant City Attorney DATE: November 8, 2006 RE: Eagles Landing Final Subdivision Plan Review Project No. LS-04-025 (Fifth — (Quick) Review) In connection with the above -referenced project, we have reviewed the following documents: 1. Response Letter from June Engineering Consultants, Inc. dated November 3, 2006 and stamped received by the City of Ocoee on November 3, 2006 ("Response Letter"); and 2. Final Subdivision Plan for Eagles Landing stamped received by the City of Ocoee on November 3, 2006 (the "Plan"). This memorandum supercedes our previous memoranda dated December 15, 2004, July 5, 2005, January 12, 2006 and October 9, 2006. Based upon our review of the documents noted above and pursuant to the Land Development Code, we have the following comments: 1. [Repeat Comment] We note that Section 3.5 of the Purchase Agreement requires the Buyer to obtain consent from the Seller prior to using the name "Westyn Bay" in any advertising, signage or other promotional media. Please provide documentation granting such consent with your next submittal. The Response Letter indicates that the Purchase Agreement is being revised per this comment. Please provide a copy of the amendment for our review. 2. [Repeat Comment] Pursuant to Article III of the Purchase Agreement, the Buyer is obligated to annex the property into the Westyn Bay Association. Please be advised that each prospective purchaser of property within the Westyn Bay development should be informed of such obligation. Please advise whether such disclosure is Provided to each prospective Purchaser and, if so, please Provide a description of how such information is ORLA_426568.1 FOLEY FOLEY & LARDNER LLP conveved. As you are aware, this is an issue which residents of Westyn Bay have brought to the attention of the City Commission. The Response Letter indicates that the Purchase Agreement is being revised per this comment. Please provide a copy of the amendment for our review. 3. Pursuant to discussion at the October 26, 2006 DRC meeting, please add the following Conditions of Approval to the Plan: • The Supplemental Declaration will provide for restrictive covenants to be placed on the lots adjacent to the retaining wall along Ocoee -Apopka Road in order to ensure the ability of the homeowners association to maintain such wall and prohibit the construction of any structures that may undermine the structural integrity of the retaining wall. The homeowners association will be responsible for the maintenance and repair of the retaining wall. • Prior to the pre -construction conference for Phases 2 and 3, a separate building permit shall be required for the retaining wall and separate detailed plans shall be submitted to the City in connection therewith for review and approval. The retaining wall in Phase 3 may be constructed as part of Phase 2, subject to the obtaining of such separate building permit. 4. Please be advised that the Amendment to the Purchase Agreement addressing the construction of Westyn Bay Boulevard must be executed prior to City Commission Consideration of the Plan. Please provide a copy of the fully executed document for our review. Please note that the executed Amendment does not need to be provided prior to Planning and Zoning Board consideration of the Plan, but will need to be provided prior to City Commission consideration of the Plan. 5. Please be advised that the Access Easement Agreement and the Supplemental Declaration referenced in Condition of Approval No. 51 will need to be recorded prior to City Commission consideration of the Plan. Please be advised that all mortgage holders will need to join in and consent to such documents prior to them being recorded. Please provide copies of the recorded documents for our review. In addition, please provide a current title certificate or attorney's title opinion (the "Title Report") showing the record title holder of the land subject to the Access Easement Agreement and the Supplemental Declaration. Please note that the Title Report must also show all mortgages not satisfied or released of record nor otherwise terminated by law. The legal description(s) in the Title Report must match the legal description(s) on the Access Easement Agreement and the Supplemental Declaration. Please note that these items do not need to be provided prior to Planning and Zoning Board consideration of the Plan, but will need to be provided prior to City Commission consideration of the Plan. Please do not hesitate to contact me should you have any questions. cc: Paul E. Rosenthal, City Attorney 2 ORLA_426568.1 ._--rI-__ . Mayor S. Scott Vandergrift Citv Manager Robert Frank Eagles Landing — LS-04-025 Large Scale Site Plan — 5th Staff Review Engineering Department Comments November 6, 2006 Commissioners Gary Hood, District 1 Scott Anderson, District 2 Rusty Johnson, District 3 Joel F. Keller, District 4 The following are the results of your fifth submittal for the above referenced project received on November 3, 2006. If you have any questions pertaining to the requested information, please contact our office. 1. Resolved 2. Resolved 3. Resolved 4. Resolved 5. Resolved 6. Resolved 7. Repeat Comment Please show the irrigation master meter(s) on the utility sheet. If more than one meter is proposed, please state how many meters there will be and provide the meter sizes. The connections for the common area irrigation need to be shown on the utility sheets. The meter sizes and BFV details need to be detailed. There are irrigation meters and backflows shown at the three common areas, why is there an irrigation meter and backflow shown between lots #19 and #20? 8. Repeat Comment Please add a note on the plans that prior to any underground excavation, the contractor will contact SSOCOF (Sunshine State One Call Of Florida) to verify the location of underground utilities within right-of-ways and private properties, (F.S. 556). Use the provided note in place of the revised note #25. 9. Repeat Comment This comment is back because the previous comments from the third review do not appear on this review set. The reuse main along Westyn Bay Boulevard, Street A, Street C, and the portion of Street B from Street C out to Ocoee -Apopka Road will be 8" in diameter. 10. Resolved 11. Resolved 12. Resolved 13. Resolved 14. Repeat Comment Please provide all documents, computations, etc. on the stacked block wall along the eastern edge of the property that abuts the Ocoee - Apopka Road ROW. Did this design take into consideration the future widening of Ocoee -Apopka Road to a five lane section? The wall plans were sent to the City consultant to review. Those comments will be forwarded when received. Approval of the wall is conditioned on the design being approved by the City's Structural City of Ocoee - 150 N Lakeshore Drive - Ocoee, Florida 34761 phone: (407) 905-3100 - fax: (407) 656-8504 - www.ci.ocoee.fl.us f Engineer and being issued a "Wall Permit" by the City of Ocoee Building Department. Additional Comments: Resolved Comments #7, #8, #9, and #14 can be corrected as the project moves through the P&Z Review/Approval process. However comments #7, #8, and #9 will need to be resolved prior to the City Commission Review/Approval process. Comment #14 as it relates to the design of the wall should be resolved prior to the City Commission Review/Approval process. Engineering Depzz 4 . David A. Wheeler, P.E. City Engineer LAKE APOPKA e Eagles Landing FSP Location Map SSA/OPD a29 i F LLERS CROS� F II :ONAOCOEE — IdNUI 1 ~ w a 190 0 1 a �nUff-MWMM71911 - ot ,• Ocoee Community Development Department 1 inch equals 800 feet 250125 0 250 500 750 Feet Printed: November 2006 13Subject Property Unincorporated Territory and Other Municipalties Low Density Residential Medium Density Residential High Density Residential .-r*fas.%4,nal *ffic6s an*. Seryiots Commercial Liaht Industrial Heavy Industrial Conservation/Floodplains Recreation and Open Space Public Facilities/institutional Lakes and Water Bodies SITE DATA^ Land Area Gross - 4a35 Useable 43.78 Zoning Single Family Residential R-1AA 41 Fi n c I Subdi Plcn _ } Existing Land Use Vacant 20 _ Proposed Land Use Single Familyz �•. t r 47 Number of Lots 105 (Phase 1 = 14 lots)(Phose 2 = 56 lots)(Phose 3 35 lots) Soils legend R Net Density 2.27 units/acre 426 Candler /Apopka Sand-O ``r � • � �' '� N Maximum Height 35 ft (2 Stories) 42 Sanibel Muck 20 /mmoka/ee Find Sand_ ^ ' c�u Minimum Lot Area 9,000 sf 47 Tavares Fine Sand 41 Samsu/a Hon toon Basinger o Minimum Living Area 1,400 sf {'F Minimum Lot Width 75 ft SOILS MAP "; E gun Point Rd Minimum Yard Setback; Front, 25 ft. a s anc,-in Side, 7.5 ft. ; Side Comer., 25 ft. Rear.* 30 ft. Conditions of Approval._ Ocoee -Apopka Rd. 30 ft. FJ Hers rS «S (. 1) The City of Ocoee is subject to the terms, provisions and restrictions of Florida Statutes Chapter 163 concerning M) As many of the existing protected trees as possible located along the Ocoee Apopka Road bufferwall will be .� Irregular Lots Front Yard Setback Distance is Indicated at g P City authority exempt p incorporated q landscaping g_ moratoria on the issuance of building permits under certain circumstances. The Ci has no lawful authori to exem reserved and inco rated into there wired landsca in elan chose walls. The exact location of those walls will be �` �' the Minimum Required Lot Width any private entity, or itself, from the application of such state legislation and nothing herein should be considered as such oordinated with the City Forester when the wall is designed and will be modified as necessary to preserve as many.. an exemption. existing trees as possible. The final design of the buffer walls will be determined when the building permit for the Wallis :. i Phasing Three Phases r�evievved. � sm . a �_ =1 c�a` Schools Elementary - C/arcona Elementary 2) This Subdivision Plan is subject to the terms and conditions of the Annexation Agreement dated December 14th, € F. 'm --: r Middle - Ocoee Middle 1992, as recorded in OR Book 4506, Page 0263, Public records of Orange County, Florida. 32) Each phase of development shall stand on its own with respect to public services (sewer, water, stomrwrater 0 EE �s • �t High. -West Orange mimanagement, recreation and other related services). `: � ie W 3) Stowater management shall be provided consistent with the requirements of the Ocoee Land Development Code, } -ip .dLrl Sewer Flow - 29,100 gal. per day the St. Johns River Water Management District. 33) A perpetual, non-exclusive easement for access over all internal roadways and paved areas shall be granted in favorp 4 l of the City of Ocoee and other applicable authorities for law enforcement, fire, and other emergency services.9 Water Flow - 33,950 gal. per day (Fire How per Sub. Regs.) 4) This site is located within Flood Zone "C" - Area of minimal flooding. No development is proposed within the 100 year flood plain or its required 25 foot buffer except road connection to West Groves. All finished floor elevations shall exceed 34) In the event gates are installed on the private roads the gates and subdivision shall comply with Article Vill, Chapter Stormwater Provide Retention/Detention System on -site the 100 year flood elevation by a minimum of 1 foot. 34 of the Orange County Code for gated communities as well as any amendments to that Article that may be enacted LOCATION MAP per Sub. Regs, prior to approval of the Preliminary Subdivision Plan. All references in said County Code Chapter to the "County" shall be 5) Unless otherwise noted, a 5' utility and drainage easement will be platted along all side lot lines, and a 1V utility and deemed to refer to the "City" for the purposes of this requirement 100 Year Flood FEMA Indicates Lot Pads are not on drainage easement adjacent to ihe'sireet right-of-way. Flood Hazard area 35) All roads within the subdivision will be private and closed to the general public. Any secured entry gates shall be 6) All wall and landscape easements shall be maintained by the Westyn Bay Community Association, Inc., except that all equipped with an opticon system device (or similar device as approved by the City of Ocoee) to allow emergency access Existing Vegetation; Oak and Pine Trees grass and landscaping on the house side of the wall shall be maintained by the lot owner. The land burdened by such to the subdivision by firelrescue, police, and other emergency response personnel. All residents within the development _ easements shall be owned by the individual lot owners. The easements shall be in favor of, and the wall shall be owned shall have access over and across all private roads within the subdivision, and shall be entitled to access through any of N Tract A" -Owned and Maintained by Westyn 8cy Community Association, Inc., Retention Slopes per Code and maintained by, the Westyn Bay Community Association, Inc.. the gates within the residential portion of the subdivisions. No gates shall be permitted within the subdivision except as Tract uB" -Owned and Maintained by Westyn Boy Community Association, Inc,, Park shown on the Final Subdivision, Plan. r ©?--- 7) Alf onsite utilities including electrical, cable TV and telephone shall be placed below ground. N N _ and Maintained b West Bay Community Association, Inc., Park 36) Each subdivision plat, or other recorded document, shall include an easement for pedestrian and bicycle -riding Tract C Owned a y yn y Y 8) Proposed facilities within the Tract "B" park site shall be a Bench. Proposed facilities within Tract "C" park site shall be purposes over the paved streets -and sidewalks in favor of all students and their parents/supervisors traveling to and from > �' " " Future Right -of -Way a Tot Lot & a Bench. The residents within this subdivision shall have access through the Westyn Bay and the schools. The easement may restrict access to the time in which public schools are open for use by students (and 90 Tract D - To be dedicated to the City of Ocoee, g y ti j '� ! ®; r- 9 m o right to use the Westyn Bay community.meeting room. minutes before and 90 minutes after the schools are open for use by students). No other facilities shall be used by the ®� ; �;, I . 1"'; ,_-1 I '4_^� Tract "E" - To be dedicated to the Cityof Ocoee, Conservation Area beneficiaries of the easement, such as, without limitation, common areas and recreational facilities; all common areas r ; 9) All drainage utility & maintenance easements shall be for the benefit of the Westyn Bay Community Association, Inc.. and recreational facilities shall be totally farthe benefit of the residents of the subject subdivision. The restrictive Zr-, Tract "F" - To be dedicated to the City of Ocoee, Conservation -Area The land burdened by such easements shall be owned by the individual lot owners. The drainage and utility easements revenants shall set forth the procedures for assuring the ability to utilize the foregoing easement. �\�;.;�� �,� �'� � .• � ; �, .- , ®, z �;� � ,,., z ,; ;,, shall be dedicated to the City of Ocoee at the time of platting. " "Right -of -Way, w Utility 3 retention ponds will be unfenced with slopes leading into e o 'c a `� �` ;'� �i Tract G -Owned di' Maintained by Westyn Bay Community Association, Inc.,/nc.(Westyn Bay Blvd) internal Road g y, / y 7) All r n n p n p rig i the pond which are no greater 5-to-1, and back .. \\ ,., Easement Dedicated to the City of Ocoee &Orange County 10) All tracts which are to be owned and maintained by the Westyn Bay Community Association, Inc. shall be conveyed slopes no greaterthan 3-to-1. to the Westyn Bay Community Association, Inc. by warranty deed at the time of platting. .�� ,;' > ^,, Y ;%' \•. \,y/��1/ !gyp//^�i „/• v` \� Tract H - To be Dedicated to City of Ocoee., Right -of --Way �B) Nothing herein shall be construed to waive any provision of the Land Development Code except to the extent -\\ •, /�„ � � �' � , �, ^, „ ! s, ,,^., ^ � ,; T 9 Apopka P Westyn Y City P ly plan. 11 All access rights to Ocoee A o a Road and the offsite onion of Wes n Bay Blvd. shall be dedicated to the Ci of %x ress set forth on a Waiver Table included on this Tract "l" - Owned & Maintained by Westyn Bay Community Association, Inc., Internal Road Right -of -Way, w/ Utl/ity Ocoee at the time of platting. 39) Each fire hydrant shall be OSHA yellow in color and a blue reflective marker shall be affixed to the street in the Easement Dedicated to the City of Ocoee &Orange County - j ' `.�c.`�b, � `-..''m�/� 1 �...'� teal •` :i 12) The developer shall construct appropriate curb cuts to enable construction of ramps at all rights -of -way intersections center of the lane closest to each hydrant ` (and other areas as reasonably required) in order to accommodate access to sidewalks and streets for persons who are LAND DESCRIPTION (OVERALL PARCEL) in wheelchairs and other persons who are physically challenged. Sidewalks abutting each platted lot shall be constructed 40) A minimum of 20 feet unobstructed clearance is required at all entrance roads. A PORTION OF SECTION 31, TOWNSHIP 21 SOUTH, RANGE 28 EAST AND A PORTION OF SECTION 6, TOWNSHIP 22 at the time a house is constructed on the lot. When sidewalks are constructed on comer lots at certain locations, the Y FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: SOUTH, RANGE 28 EAST, ORANGE COUNT L sidewalks will be extended to the curb and the appropriate ramps will then be constructed. Sidewalks adjacent to 41) Aside from road, retention areas park areas the any land use will be detached single -fancy residential common areas shall be constructed at the time of permanent construction of adjacent common areas. \-•� `\, `�J�,,'( `�/f��,_ ®;I COMMENCE AT THE SOUTHWEST CORNER OF THE SOUTHEAST ONE (SE ) OF SECTION 31, TOWNSHIP 21 SOUTH, RANGE 28 EAST; THENCE NORTH 00'20'43" WEST ALONG THE WEST LINE OF THE SOUTH ONE-HALF (S %) OF 42) Intentionally deleted. �•�\ '%�; , 13) All screen walls, landscape buffers, entry and comer landscape improvements, and sidewalks along Ocoee -Apopka THE SOUTHEAST ONE -QUARTER (SE %) OF SAID SECTION 31, A DISTANCE OF 1155.27 FEET TO THE POINT OF Road and the offsite onion of Wes n Bay Blvd., and all common area tracts to be owned b the Wes n Bay 43 Homes which are built on lots with extreme steep slopes es may be constructed with an extended stem wall Overall Plan \ P Westyn Y Y Westyn Y ) N P p Y BEGINNING; THENCE CONTINUE NORTH 00'20 43" WEST ALONG SAID LINE, 282.33 FEET; THENCE NORTH 8949 25' EAST u o r A) Association, Inc. shall be completed prior to issuance of the Certificate of Completion far those corresponding foundation to avoid unnecessary filling and as many protected trees as possible. These specific lots will be determined � 4OO ALONG THE NORTH LINE OF THE SOUTH ONE-HALF (S %) OF THE SOUTHEAST ONE -QUARTER (SE A) OF SAID phases. during construction plan approval. SECTION 31, A DISTANCE OF 1381.53 FEET TO A POINT ON THE ARC OF A NON -TANGENT CURVE (RADIAL LINE THROUGH SAID POINT BEARS NORTH 73'56'00' WEST); THENCE SOUTHERLY ALONG THE ARC OF SAID NON -TANGENT 14) The plan shows available pad size for reference only. For each 44) Drainage easements between lots are shown for location only. Final easement dimensions (widths) will be shown on AV TO THE WEST HAVING A RADIUS OF 1884.86 FEET, A CENTRAL ANGLE OF 7'04'30", AN ARC o e Subdivision a s' to meet C' BEING CONCAVE 35 /o of coverage and the total of all impervious i s surfaces shall not exceed a ubdi i i n Plan an 'fib sized requirements. CURVE E s shall not exceed I ra m ry ou the Final v d vn rz m r rewire individual lot the buildings m n . ind'vidu 9 9 P City q DISTANCE OF 232.74 FEET; THENCE SOUTH 23-08'29" WEST, 1257.36 FEET; THENCE SOUTHERLY ALONG THE ARC OF A 56% lot coverage. 0 CAVE TO THE WEST HAVING A RADIUS OF 2839 79 FEET A CENTRAL ANGLE OF 5'09'30° a nt TANGENT CURVE, BEING C N AN ARC DISTANCE OF 255.67 FEET; THENCE SOUTH 28'17'59" WEST, 641.26 FEET (THE LAST FOUR (4) COURSES 15) Street lights shall be installed by the Developer prior to Certificate of Completion at his expense and the cost of their 45) A decorative masonry we,, will be provided to screen the rear of double frontage Lots 1-6, all abutbrig West Groves Boulevard along the northern boundary of the subdivision. DESCRIBED BEING COINCIDENT WITH THE WESTERLY RIGHT-OF-WAY OF OCOEE-APOPKA ROAD AS SHOWN ON THE operation will be assumed by the Developer in accordance With Ordinance No. 95-17. STATE OF FLORIDA, DEPARTMENT OF TRANSPORTATION MAINTENANCE MAP FOR STATE ROAD 437, AS RECORDED IN 46) No development will be allowed within 25 feet of the 100 year flood elevation or the wetlands line. " S.R. MAINTENANCE BOOK 1, PAGE 70 OF THE PUBLIC RECORDS OF ORANGE COUNTY, FLORIDA); THENCE NORTH 7637'21 " WEST, 50.00 FEET; THENCE NORTH 56'09'21" WEST, 47.20 FEET; THENCE NORTH 69'01'21" WEST, 254.75 16) All underground utilities shall campy with Ordinance No. 95-17, which requires pedestal -mounted utility boxes to be FEET; THENCE NORTH 80'45'39" EAST, 23.00 FEET; THENCE NORTH 10'17'19" WEST, 80.35 FEET; THENCE SOUTH placed back off the street, no more than 5feet forward of the, front building setback line, on all residential lots which are 47) A 25 foot upland buffer from the 100 year flood elevation and from the wetlands fine (whichever is more stringent) " 243.59 FEET; THENCE NORTH 72'03'57" WEST 29.22 89'43'S9" WEST, 271.36 FEET; THENCE NORTH 00'48'40" EAST, , et to- e 0 feet ere the lot abuts the street right-of-way f via lin less than 7 f m width where h g y o the edges Tracts e provided s o along h d f Tre E and P vvill b rovid d a art f Tracts and g g p p E n F. FEET; THENCE NORTH 58'07'54" WEST, 76.60 FEET; THENCE NORTH 38'10'46" WEST, 40.98 FEET; THENCE NORTH „ 00'54 54 EAST, 30.50 FEET; THENCE SOUTH 89'11 46 WEST, 24.61 FEET; THENCE NORTH 38-10 47 WEST, 65.26 17) No person shall undertake land clearing or the removal of an protected tree without first obtaining a smut from the P g y P 9 P Building Department. The removal of protected trees shall be minimized to the maximum extent possible and no 48 "Wes n ea Boulevard" within Eagle's Landis will be designed so ft will provide continuous, unobstructed access ) "Westyn Y g g g P t'rom the adjacent Wes n Bay subdivision formed known as West Groves to the public road portion of West Groves ty y (formerly ) p FEET; THENCE NORTH 11'16'18" WEST, 117.54 FEET; THENCE NORTH 01'18'38" EAST, 52.09 FEET; THENCE NORTH 00'16 39" WEST, 53.40 FEET; THENCE NORTH 02.42 37 WEST, 52.32 FEET; THENCE NORTH 17'16'20 EAST, 81.10 authorization shall be granted to remove a tree if the Developer has failed to take reasonable measures to preserve Boulevard beyond the Eagle's Landing entrance, which then continues on to CR 437. The road will have not less than FEET; THENCE NORTH 44'54'42" EAST, 102.03 FEET; THENCE NORTH 45'23'04" EAST, 63.42 FEET; THENCE NORTH protected trees. two (2) unobstructed drive lanes, each of which shall be a minimum of 12' wide; provided that the Developer may construct a larger section (such as, without limitation, a 32' wide paved section that provides 8' of designated parking on 01-40'54" WEST, 83.74 FEET; THENCE NORTH 22'02'55" EAST, 86.30 FEET; THENCE NORTH 18'32'33" WEST, 48.80 18) All legal instruments, including but not limited to Homeowner Association documents such as articles of one side of the road, broken by periodic curb islands, With no parking on the other side of the road). Notwithstanding, FEET; THENCE NORTH 16 31 31 WEST, 74.70 FEET; THENCE NORTH 01 10 24 EAST, 45.14 FEET; THENCE NORTH 02'57'34" WEST, 47.40 FEET; THENCE NORTH 12'33'35" EAST, 65.52 FEET; THENCE NORTH 00'07'08" WEST, 62.55 incorporation, bylaws, and declaration of covenants and restrictions shall be provided to the city for review and approval rP P ty PP there shall be no on -street parking within the drive lanes along an portion of Westyn Bay Boulevard, With said restriction P 9 9 y P Y FEET; THENCE NORTH 1547'59" WEST, 65.98 FEET; THENCE NORTH 30'02'11" EAST, 79.28 FEET; THENCE NORTH at the time of platting all or a portion of the property. noted on appropriate signage and enforced by the homeowners association in accordance with the homeowners association documents. 7918'40" EAST, 33.61 FEET TO THE POINT OF BEGINNING. 19) Existing trees 8" or larger (other than citrus trees or "trash" trees)located along proposed locations of buffer walls or SAID LANDS LYING IN THE CITY OF OCOEE, ORANGE COUNTY FLORIDA CONTAINING 46.350 ACRES MORE OR LESS. road right of -way lines will be preserved if at all possible. The buffer walls and roads will be designed around those trees trees. 49) No final subdivision plan for any portion of the property may be approved until such time as construction plans for all to incorporate them into required landscape buffers and as steet of the portions of off -site Westyn Bay Blvd. from Westyn Bay subdivision to C.R. 437 have been approved by the City. Land Area Breakdown 20) The grading plan provided with the Final Subdivision Plan will maintain existing grades on individual lots containing 50) No final subdivision plan for any portion of the property may be approved until such time as the owner of the property protected trees as much as possible in order to maximize preservation of existing protected trees. For lots containing and the developer of the Westyn Bay subdivision have entered into an agreement which is approved by the City which Total Site Area = 46.35 protected trees, there will be no grading or other construction on individual lots, except as specified in the Final �ddresses construction of the entire length of Westyn Bay Blvd. Subdivision Plan until building permits are issued for those lots. Wetland/Conservation Area = 2.45 oc. 51) No final subdivision plan for any portion of the property may be approved until such time as a document is recoreded Tract E (Conservation) = a88 ac. 21) In order to ensure that as many existing trees as possible will be preserved, all road right-of-ways and retention among the public records of Orange County, Florida which is approved by the City and which provides that: a) the Tract F (Conservation) = 1.57 oc, areas will be flagged for review by the City and the Engineer prior to any tree removal. No clearing permits will be issued residents of this subdivision have the right to utilize the community meeting room within the Westyn Bay subdivision; b) for site work or building construction until all trees to be preserved have been dearly marked With tree protection barriers. the residents, and their invitees, of this subdivision shall have the unrestricted right of access along all private roads and Useable Site Area - 43.96 oc. ihrough all gates within Westyn Bay subdivision; and c) the residents, and their invitees, of the Westyn Bay subdivision Tract A (Retention) = Z79 oc. 22) Any damage caused to Ocoee Apopka Road or the offsite portion of Westyn Bay Blvd. as a result of the construction have the unrestricted right of access along all private roads and through all gates within the subdivision. Tract B (Pork) = 0.44 oc, activities related to the project shall be promptly repaired by the Owner to the applicable governmental standards at the Tract C (Pork) - a20 oc. Tract D (Future RA) = 1.37 ac. Owner's sole cost and expense. 52) The following conditions shall be adhered to for construction activities within the vicinity with respect to the eagles Tracq G (Internal Road R/W) = 6.23 oc. nest located at the northwest comer of the site. 1) The developer shall schedule construction activities which are closest Lots = 2Z93 cc. 23) Intentionally deleted. to the nest tree (within 300 feet) to occur during non -nesting season (February - August) 2) Monitoring by the developer should be initiated to detect any abnormal bald eagle behavior. 3) If a dead bald eagle is found at the project site, the /mpervious Area = 18,71 ac. 24) The landscape buffer tracts along Ocoee Apopka Road shall have shade trees planted every 30 feet and shrubs applicant should notify the U.S. Department of Interior -Fish & Wildlife Services Jacksonville field office immediately at Lots = (27.93 ac.)(50X Max.) = 13.97 cc. planted along at least 25% of the length of the wall. These plantings shall be constructed at least 5 feet back from the (904) 232-2580. Internal Roads = (6,23 ac.)(68X) = 4.24 ac, road right-of-way line. Parksites = 5,000 sf + 5000 sf = 10,000 sf = 0.23 oc Future R/W = 5' (2,3879 = 11,035 sf= a27 cc. 25) The developer is to protect and prevent any disturbance, siltation; or, other construction within the tree preservation 53) Proposed gravity sanitary system to be constructed by Westyn Bay developer up to property line. (If Eagles Landing is, developed prior to Westyn Bay, the Eagles Landing developer will construct sanitary system up to existing lift station. areas and inside the 100 year flood elevation. Those areas are to be fenced off during construction and sift fences Cost shall be worked out between the developers of Westyn Bay and Eagles Landing if this occurs). Pervious Area = Site Area - Impervious Area = 46.35 cc. - 18.71 cc. _ 27.64 cc. installed to eliminate any possibility of disturbance in those areas during construction. �4) The Eagles Landing developer will construct upgraded right and left turn lanes on both Ocoee -Apopka road and 26) A street tree shall be provided by the home builder at the front of each lot (two street trees on comer lots, with one on ttlrestyn Bay Blvd. The design details of those improvements will be incorporated into the Final subdivision plan each street), priorto issuance of a Certificate of Occupancy forthe house constructed on that lot. Each tree shall be a submitted for the property. AS -Built Information shade tree and shall be a minimum of 2" DBH and 10' tall at the time of planting. '! 55) Eagles Landing will be part of the Westyn Bay Community Association, Inc., and will not have a separate As -Built Information will be required with the following information: 27) All interior roadways to be dedicated to the Westyn Bay Community Association, Inc. at the time of platting. (Tract "G"and"I") homeowners association. Tract ° 56) All access to Tract A", Retention Pond, shall be through Tract "B", Park A) Sanitary Sewer 28) Within sixty (60) days following receipt of written notice from the City requesting the same, but in no event later than 1. Top elevation of each manhole frame and cover. the date of approval of a Final Site Plan or plat for all or portion of the property, the Owner shall dedicate and convey to 57) A temporary or permanent hard surface roadway and sidewalk Will need to be provided to the Westyn Bay 2. Invert of each line entering and leaving each manhole structure. the City Tract "D" a thirty-five (35) foot wide strip if the property lying adjacent and contiguous to, and along the entire "Right recreational facilities including necessary easements, if Westyn Bay has not completed the roadway to the Eagles 3. Length of each run of main between manholes (center to center) length of the Property's frontage on the existing right-of-way for Ocoee -Apopka (the -of -Way Property'). The Right Property be dedicated by the Owner to the City by deed free Landing project prior to completion of Eagles Landing. -of -Way shall and conveyed warranty and clear of all a 4. Actual grade of pipe between manholes. liens and encumbrances except for those matters acceptable to the City. The form of warranty deed shall be subject to 58) Any deviation from the Secondary Entrance Gateway and Sign Wall and Arch at Residential Gateway set forth in this l 5. Locate all service wyes from downstream manhole with depth at lot line and distance the approval of the City. The Owner shall, contemporaneously with the dedication and conveyance of the Right -of -Way final Subdivision Plan shall require prior approval from the City. E o from the main line. Property to the City, provide to the City, a current attorney's opinion of title, or a current title commitment, to be followed °' 6, Locate with measurements from errnanent visible objects all fittings/accessories not p Jf by a policy of title insurance, evidencing that fee simple title to the Right -of --Way Property is free and clear of all liens and E 1 r i �?QV 3 100o ti �encumbrances c visible from the surface (minimum two point ties). except for chose matters acceptable to the City. The Costs and expenses related to the conveyance and dedication the Right Property including the cost of title work, shall be bome solely by the Owner. Real of -of -Way property taxes on the Right -of -Way Property shall be prorated as of the day before the City's acceptance of the dedication and ---u �w - B) Storm Drainage conveyance of the same, and the prorated amount of such real property taxes attributable to the Owner shall be paid and by the Ownerin the of Section 196.295, Florida Statutes. Notwithstanding the i a r 1. Top elevation of each manhole frame and cover/grate as well as all other structures escrowed accordance with provisions _ ... . - 3 conveyance to the City, the owner shall continue to maintain, or cause to be maintained, the Right -of -Way property until -a �+ (headwalls, Control structures, etc.) 2. Invert elevation of each line entering and leaving each structure, including underdroin such time as roadway improvements are made to Ocoee -Apopka road over the right-of-way property. Neither the owner nor any other person or entity shall be entitled to any road Impact fee credits or other compensation of any kind for, on OWNER / DEVELOPER / M/I HOMES OF ORLANDO, LLC. 407) 862-6300 UTILITIES rl1 � pipes. account of, or with respect to the required dedication and conveyance of the Right -of -Way Property to the City. APPLICANT 237 S. WESTMONTE DRIVE, SUITE 111 ALTAMONTE SPRINGS FL 32714 Water Oran Co INDEX OF SHEETS SHEET TITLE No. Cover Sheet 1 Typical Sections 2 Overall Plan 3 Tree Survey 3a Overall Water System 3b Overall Sewer System 3c Layout & Geometry 3d Grading & Drainage 3e Wetland Inventory Plan 3f Overall Reuse Water System 39' - Stormwater Pollution Prevention Plan 3h Signage & Striping 3i Boundary Survey 3 j Paving & Utilities Plan & Profile 4-'8 Offsite Improvements 9-9a Pond Details 10 Site Details 11 Water & Sewer Details 112-14 Landscape Plans L1 - L5 Irrigation Plans 1_I1 - LI4 Segmented Retaining Wall C1 - C11 o - x� 3. Inverts of all mitered end sections. 4. Actual grade of pipe between the structures. 29) Removal of existing protected trees will be limited to Bearing road right -of --ways and retention areas and areas of ENGINEER: JUNE ENGINEERING CONSULTANTS (407) 905-6232 Sewer Telephone u Orange County Sprint i h 5. Invert elevation and two horizontal ties from permanent visible objects to all storm mass grading as detailed in the Final Subdivision Plan. All existing protected trees on individual lots will be evaluated at 232 S. DILLARD STREET SUITE 201 Electric Progress Energy � � stub -outs. the time a building permit is issued for that lot, to determine whether or not each tree needs to be removed. WINTER GARDEN, FL. 34787 Reuse Water City of Ocoee Y DATE REVISION NAME CHECKED oM 30) Pursuant to Ordinance # 2001-18, all subdivision signage must be consistent with the legally assigned name of the SURVEYOR; CEMS CONSULTANTS, INC. (407) 877-7979 Cable Gas Brighthouse Networks Lake Apopka Natural Gas 1/26/05 City / County / SJRWMD Comments JAS RAJ ' C) Water System and Forcemains subdivision. Any subsequent change to the name of the subdivision must be approved by the City Commission. 120 E. MAPLE STREET es of the . 1Actual lengths i between branches and valves in the run. g pipes WINTER GARDEN, FL. 34787 9/30/05 City /County /Comments JAS RAJ 2. ` Locate with measurements from permanent visible objects all fittings/accessories not GEOTECHNICAL YOVAISH ENGINEERING SCIENCES, INC. (407) 774-9383 3/2/06 City / County Comments JAS RAJ o visible from the surface (minimum two point ties). ENGINEER: 953 SUNSHINE LANE 3. list the depths of the lines at all valves, fittings and fire hydrants. ALTAMONTE SPRINGS, FL. 32714 10/26/06 City Comments JAS RAJ N O O \ Y a 0 0 Gi 0 0 a M o - M %D trf O n „ 0 o� 0 z� Q 10' Londscape/ wall Easement 41' Right -of -Way 24" 24' T)pe E' Curb/Gul 114 "r Const. 4' Wide -1 Conc Sidewalk Miami Curb 0 Centerline 41' Right -of -Way 10' „ Match 12' 24, 24 9, Landscape/ Wall Exist. Landscape Median Easement Min. 1 112' Thick Type 5-3 Asphaltic Cate. Stabilize Top 6" to 50 si FBV Min 4' P ' L 6" Soil Cement Base Course Compacted 12' Subgrade Compacted to 95.E Max. to 98Z Max Density (AASHTO T-IJ4), Density (AASHTO T-180) Asphaltic Prime Coat Applied of 0.159o1./sf *Alternative 6" Limerock Base Course Compacted to 957. Max. Density (AASHTO T-180), Asphaltic Prime Coat Applied at 0.15ga1./sf with 12" Subgrade Compacted to 959' Max. Density (AASHTO T-180), Top 6" Stabilized to 50 psi FBV, Min. ENTRANCE ROAD SECTION N. TS. 10' 25' Right -of -Way Centerline 25' Ri ht-of-Wo 10' Utility Y4" !! Utility MatcExist. Easement �1� 24 12' 12' Easement Varies See Plan Varies See Plan Min. 1 1/2- (hick Type �p 1/4" S-.i Aapho/tk C. i+ 12' _ 'o Const. 4' Mae Conc. Sidewalk (T)p., Both Sides) -I Stabilize Top 6' Miami Curb 4' to 50 psi tBv, Min. 6' Soil Cement Base Course compacted 12' Subgrode Compacted to 95% Max. to 98% Max Density (AASHTO T-180), Density (AASHTO T-180), Top 6" Asphaltic Prime Coat Applied at Q 15ga1./sf Stabilized to 50 psi FBV, Min. *Alternative 6" Limerock Base Course Compacted to 95X Max. Density (AASHTO T-180), Asphaltic Prime Coat Applied at 0.15go1•/sf 12' Subgrade Compacted to 95Z Max. Density (AASHTO T-180), Top 6- tab Silized to 50 psi FBV, Min, TYP/CAL ROAD SECTION N. T. S 50, d 0 J Curb 3 0 0 w14'1 cr` 4' 3' 8' 8' 12' PARKING LANE 12' 2' 2' Travel Lane TYPICAL SIDEWALK INTERSECTION DETAIL N. T.S. R/W Line 10'--0" Landsea a Easement 5' Min. Brick trap Tree $ `m 24' 24' Pilaster, w/ 2 15 Rebor any Opposite Corners, 20' o.c c Columns 20' 0 a max ,k Vertical £xp. at Columns T YPI( N. TS. , I /- R/W LINE 2% 2% 2% 2% 2% ' 21.112% CONCRETE SIDEWALK 12" Ribbon Curb MIAMI CURB 6" STABILIZED SUBGRADE Min. 1.5" A.C.S.C. (TYPE 3) 6" SOIL CEMENT BASE 12" COMPACTED SUBGRADE COMPACTED TO 95% MAX. DENSITY AASHTO, T-180, 75 PSI FBV *Alternative 6" Limerock Base Course Compacted to 959 Max. o . DensityA ASHTO T-1 80 ( Asphaltic Prime Coat Applied at 0.15gal./sf 12" Subgrade Compacted to 959 Max. Density (AASHTO T-180), Top 6" Stabilized to 50 psi FBV, Min. ML SECTION WES T YN BAY BL VD" _ Brick w/ UNDERDRAIN o� fi Rakty Joint CENTERLINE 48" I I ASPHALTIC Hedge 115 to 8' Vert. CONCRETE ( - 6' to 8' Woll - 4' o.c. _31 to 5' Wall - 6' o.c• - Under 3' Wall - 8' o c. . . 0 0 9» ....................... 2 /5 Rebor Cont. o • 2'-O' 4'-0' 0 Columns (Landscaping per City of Ocoee) BRICK WALL DETAIL N.T.S. Future Curb & Gutter Const. 20'R or as Shown on Plans 1'-f0'1 1--A �`\,\ ,, r- 1/2' £xp, Joint valley Gutter Curb d^ Gutter PLAN 1'-10" 1'--2' 3/4"R 7 1/2T 6 1/4' 7 1/2' SECTION AA 6" 1=6' Y-f0" 1'-2" 3/4"R io 71/2' 61/4' 71/2' 5 =0' SECTION BB I � 3/9 R 1/2" H 3'-6' SECTION CC VALLEY GUTTER N. T.S. 12 OVERLAPJ ` CLEAN FINE SAND BACKFILL SOIL -CEMENT �.1 • (LESS THAN 5% PASSING U.S. BASE 200 SIEVE) " • FILTER SAND SHALL PROVIDED A MINIMUM . PERMEABILITY OF 60 FEET PER DAY - ... --- FILTER SAND SHALL BE ENTIRELY 481P WRAPPED WITH MIRAFI 140N OR APPROVED EQUAL .'s" �. . • � stt INVERT EL. . • :.. V DIA. FULLY PERFORATED A.D.S. PIPE WITH FABRIC SOCK I 18" "I * NOTE UNDERDRAIN INVERT SHALL BE PLACED 48 INCHES BELOW TOP OF PAVEMENT AT CURB LINE TYPICAL CROSS-SECTION ROADWAY UNDERDRAIN 2d Slope 4d Slope Width as Noted on Site Plan Light Broom Stroke Finish Finish Grade N. 114" I .. 1 4" A a' ° . o GENERAL NOTES: 5'--O' Apart Max. 1, ALL CONSTRUCTION INCLUDING BUT NOT LIMITED TO CLEARING, WALK SEcnoN DUMMY GROOVE GRUBBING, EXCAVATION, EMBANKMENT, GRADING, GRASSING, STORM PIPE, STORM STRUCTURES, UNDERDRAIN, PAVING, CURBING, SIDEWALKS, WATER MAINS, WATER SERVICES, SEWER MAINS AND SERVICES, AND MATERIAL TESTING SHALL CONFORM TO CITY OF OCOEE AND TO THE FLORIDA DEPARTMENT OF 3000 psi Concrete -•II�" 1/4" R. `v 12 �� TRANSPORTATION STANDARDS AND SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, MOST RECENT EDITIONS 1/4" R. 2. ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED ' ' •' .. •�, .' A. ° ° UPON COMPLETION OF CONSTRUCTION, ALL SLOPES STEEPER THAN 4:1 20'-O.C. Max, 1/2 SHALL BE SODDED. Length of Walklk Expansion Joints 40'-0" O.C. Max. Provide at Every Sidewalk Intersection 3' ALL PROPOSED GRADES SHOWN ARE FINISHED GRADES, CONSTRUCTION JOINT CONSTRUCRON ✓DINT 4. THE FLOWLINES OF ALL CURBS SHALL BE GRADED TO OBTAIN A MINIMUM GRADE OF 0.2479 AND SHALL DRAIN POSITIVELY TO ALL INLETS. Note: Use 6" Thick Concrete Along all Retention Pond Tract Frontage and at oil Dr/vewoys 5. BOUNDARY AND TOPOGRAPHIC INFORMATION SUPPLIED BY CEMS SIDEWALK DETAILS CONSULTANTS, INC. N. TS. 6. UTILITIES SHOWN WERE LOCATED FROM BES T AVAILABLE INFORMATION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATION AND PROTECTION OF ALL UTILITIES THAT MAY EXIST, f, i! 7. ELEVATIONS WERE BASED ON ORANGE COUNTY DATUM, 8. EXISTING ZONING OF THE SUBJECT SITE IS R-1AA. 9. THE CONTRACTOR IS RESPONSIBLE TO .PROVIDE EROSION AND SEDIMENT CONTROL THROUGHOUT THE CONSTRUCTION PHASE WHICH SHALL INCLUDE, BUT NOT LIMITED TO THE PLACEMENT OF SILT FENCES, STACKED HAY R/W R/W BALES OR OTHER SIMILAR STRUCTURES ALONG THE PERIMETER OF THE 24 12" SITE, THIS WORK SHALL CONFORM TO THE REQUIREMENTS OF THE ST. JOHNS I RIVER WATER MANAGEMENT DISTRICT AND THE FLORIDA DEPARTMEN T OF 12" 12-,o TRANSPORTATION AS OUTLINED IN F.D,O,T, STANDARD INDEX #102, THE CONTRACTOR SHALL PROVIDE AN EROSION PROTECTION PLAN PRIOR TO Pavement PRE -CONSTRUCTION MEETING. THE MEASURES SHOWN HEREIN ARE THE I . Pavement 1 MINIMUM REQUIRED. ADDITIONAL CONTROL MEASURES SHALL BE UTILIZED ° NEEDED, DEPENDENT UPON ACTUAL SITE CONDITIONS AND CONSTRUCTION ° OPERATIONS. 1 ° .° °. 4. ,d n I ;� Base o0 10, REMOVED AND ALL UNCLASSIFIED MATERIALS SHALL BE A° ° ." , :•� \' Base °° ° FROM RETENTION AREAS AND ROADWAYS AND DISPOSED OF • .' as ° °° ONSITE AS DIRECTED BY ENGINEERING SO AS NOT TO AFFECT 4. BUILDING LOT PADS, 12" 12" `O Stablized SubgradeREPORT B Stablized Subgrade I Y YOVAISH ENGINEERING SCIENCES, INC., RETENTION FACILITY BERMS, ROADS AND UNDERDRAINS SHALL BE CONSTRUCTED AS DIREC TED. : oi•te d• S' •'r� b a' .P .v w ..:... ..,,.....•:..;....•.•. �:.• _ ;,.........,......:'...,' .'•�:"::';':.•':.;'.,'. a:..',:•.�: '.:.` c.".;. '-, '12 . CONTRACTOR TRACTOR SHALL IMMEDIATE LY NOTIFY JUNE ENGINEERING •'CONSULTANTS, INC OF ANY PROBLEMS REQUIRING DEVIATION ... , • . ; ...:.::...:: ;....: .. ::. , ...:... ;.:: ; : FROM THESE PLANS AND SPECIFICATIONS. 13. CONTRACTOR SHALL PROVIDE AS -BUILT INFORMATION TO ENGINEER ON THE FOLLOWING ITEMS: PAVING GRADES AT POINTS SHOWN ON THESE PLANS; ALL STORM STRUCTURE AND PIPING INVERTS AND STANDARD CONCRETE M/AM/ CURB STAND LOCATIONS; ALL WATER MAIN, SERVICES, FIRE HYDRANTS, ARD CONCRETE RIBBON CURB VALVES, AND BLOWOFF LOCATIONS; ALL SEWER LINES, SERVICE LATERALS N. TS N. TS. & VALVES. 14. STORM PIPE MEASUREMENTS SHOWN ARE MEASURED TO END OF MITERED END SECTIONS AND TO THE CENTER OF STORM STRUCTURES. SANITARY PIPES ARE MEASURED TO CENTER OF STRUCTURES, 15. INDIVIDUAL LOT OWNERS WILL BE REQUIRED TO CONSTRUCT DRIVEWAYS AND SIDEWALKS AT THE 11ME OF HOUSE DIMENSIONS AND QUANTITIES SIDEWALKS WHERE REQUIRED ALONG RETENTION PONDS & COMMON AREAS AlON. CONTRACTOR WILL BE REQUIRED TO CONSTRUCT 5j'CONCRETE SLAB iCYI 0 SODDING tso. YDS.I D X A B C E F G Single Double Tri leB!d N Single Double Triple Quad. Single Double Triple Quad. 0 See General Note No. 3. 16. CONTRACTOR SHALL COORDINATE PLACEMENT OF ALL UNDERGROUND Pipe Pipe Pipe Pipe Pipe Pipe Pipe Pipe Pipe Pipe Pipe See Sheet 5 Of 6 For 3" stab Qu tirl CONDUITS NEEDED FOR UTILITIES 5" 2'-T /.92 2.IR' ern+ �ru' a , �� o is _ __. Sod i 1 Beveled Or Round Corners ____-- L-_c-_--L ly f) - s o Y Zq SiaPe l �. Genera N f s see 3" Or 5„ [7 Nos r & 2 Deepen Around Outsides Edge Of Pipe For 5Z S/a o Concrete j � Pipe on es AND IRRIGATION. 77 0.96 21 24 27 30 22 25 28 335 / 17. CONTRACTOR SHALL AQUIRE, REVIEW, AND MEET ALL CONDITIONS 12 1.9/ 24 28 32 40 OF PERMITS PERTAINING TO THE CONSTRUCTION OF PROJECT 95 s1 2s 31 ss 40 INCLUDING BUT NOT LIMITED TO CITY OF OCOEE, ST. JOHNS 95 2.5/ 28 34 39 45 45 12 37 43 5o RIVER WATER MANAGEMENT AND THE FLORIDA DEPARTMENT OF 93 3.&4 32 3s 47 59 ENVIRONMENTAL REGULATION, AND ARMY CORPS OF ENGINEERS. 58 34 42 5/ 59 8 3 45 84 6.45 40 46 58 ss 18. CONTRACTOR SHALL USE PLAT FOR ALL CONSTRUCTION LAYOUT AND 59 7 45 40 S 62 73 NOTIFY ENGINEER OF ANY CONFLICTS BETWEEN PLAT AND 26 293 CONSTRUCTION PLANS, 31 1.65 25 28 3/ 35 B E 38 39 3.05 36 41 46 a6.42' A 6.25, Dimensions permitted to allow use of 8' standard pipe lengths. 19. FILL MATERIAL SHALL BE PLACED (MAX, 12" LIFTS) AS SHOWN 98 3.96 34 40 96 52 91 0 O /0.40` O /0.10' Dimensions permitted to allow use of /2' standard pipe lengths. BY THE PROPOSED ELEVATIONS AND TYPICAL SECTIONS AND 38 44 5l 58 73 62 4/ 48 3 7 . see section below. AO Concrete slab shall be deepened to form bridge across crown of pipe. COMPACTED TO A MINIMUM OF 987MAXIMUM DENSITY (AASHTO 97 9.07 47 66 75 .5a 44 52 6i 69 T-180) AS VERIFIED BY A SOILS ENGINEERING COMPANY 56 8 /0.84 49 59 ss ao RETAINED BY THE OWNER. SUITABILITY OF FILL MATERIAL 3s / 4 52 s3 74 85 SHALL BE APPROVED BY A SOILS ENGINEER. -� tn sod 20. THE CONTRACTOR SHALL NOTIFY ST. JOHNS RIVER WATER MANAGEMENT f J ' Beveled Or Round Corners DISTRICT IF ANY DEWATERING SHALL BE REQUIRED, IF REQUIRED SJRWMD WILL DETERMINE IF A PERMIT IS NECESSARY, i =s� i i 1\ Ji 21. PRIOR TO PLACEMENT OF BASE MATERIAL CONTRACTOR SHALL HAVE GEOTECHNICAL CONFIRM. LOCATION OF ANY REQUIRED ROADWAY UNDERDRAIN. - - - - _ _-_ :1 22. FIRE HYDRANTS TO BE IN PLACE, APPROVED & OPERATIONAL PRIOR TO ANY BUILDING CONSTRUCTION. I c� 23. PERMANENT BENCHMARKS, WITHIN THE PROJECT LIMITS, SHALL BE CERTIFIED TO ORANGE COUNTY DATUM UPON COMPLETION. - - - - -r 24. ALL STORM PIPING JOINTS SHALL BE WRAPPED WITH FILTER FABRIC PER F.D.O.T. INDEX 280. - _- 1- -�- - - L 25. PRIOR TO ANY UNDERGROUND EXCAVATION, THE CONTRACTOR WILL CONTACT SSOCOF (SUNSHINE STATE ONE CALL OF FLORIDA) TO VERIFY THE LOCATION OF (FS UNDERGROUND UTILITIES WITHIN RIGHT-OF-WAYS AND PRIVATE PROPERTIES, f I I Concrete Slab, 3' Or 5j' Thick, 0 Reinforced With WWF 6x6-W1.4xW64 "' Sod Connector) Sale .�� to ` Side Ditch Grade 2 Nof Less Than D I r.' No Pipe Joint Permitted -4 Bar Unless roved B The En Ineer 6" 5' Sod Paid For As Pipe Culve E 'I`Slope: 4d Miter: To g Pippe For Pipes /8" And Smaller. F (Pipe To Be Included Under Unit Price For Mitered End Section! 2d For Pipes 24" And Larger. 2d Miterk To f Pipe For Pipes l@" And Smaller, SECTIO/V Id For Plpes 24" And Larger. Concrete Slab, 3" Or 5g' Thick, o _�" Reinforced With WWF 6x6-W1.4xW1.4 h TOP VIEW -SINGLE PIPE I DATE REVISION NAME CHECKED 1/26/05 City / County / SJRWMD Comments JAS RAJ 9/30/05 City / County / Comments JAS RAJ 3/2/06 City / County Comments JAS RAJ 10/26/06 City Comments JAS RAJ TOP VIEW -MULTIPLE PIPE NOTEr See sheet 6 for details and notes. Typical Sections Eagles Landing June Engineering Consultants, Inc. JOB NO. l .E1 232 S. Dillard Street, Suite 201 Winter Garden, FL. 34787 ` 02-OJ6J Certificate of Authorization #00008507 SHEET Ph. 407-905-8180 Fax 407-905-6232 DRAWN BY: DATE ICHECKED BY: DATE SCALE CLK 10/9/03 RAJ 10/9/01 As Noted OF 14r 0 0 O 'C " O - fy'1 CO E\ 1*4 , 0 .2 0 a tV O 0 0 Westyn Bay Subdivision Zoning "R-1AA" 750'PrimaryProtection Zone I500' Secondary Protection Zone ' / / ► ! _ .y W�'TLAND ; LINE If If - _ - ----- / If r�. _----------- � -- ---- If • - - - i `� -- \ _I O.7 I yl - 43 j �i9i (4 I \ \\\ / l 41'1 `� t �` ►^ \� `\ �, x' y . - . ! / { \ \ �� Construction Activities within West Groves Venr ure, LLP \\ \ L------J L�____J L-----� �, / az /� �' \ ! 1 \ Ir' 300 feet of the Eagles Nest Zoning "Rl� AA" c •�} y _ _ `-� _ _ _ ' \. s`• p. / \ IL . + \ \ (i `\ 83 i \ r �.be `@ i @p / - �" •' \ \ 45 \<' \gyp ` '� ' \ // a 1 \\ I \\ Non -Nesting Nes�n/awed Season In (U.S. U. She O \\ f , / \\ \ c / sal+ e. j p9c . / '� c r.c i pc \\ h ♦ 9 a F,W.S Letter Dated 4 9 03 4 0 57 3 ]fit e_lt � N00°20'43"W 1437,60' / /) IIS,TON BENCHMARK 'F" _- -_\f__`{ INABE Y A� RRI� �./ _ _ /° 1 \ \\/ \ '` \�\jJAIL IN TREE-'tss i'/- EIL=93.27 ' ��yamI !I�\a! \ TWl INAHER I ark\REF 257/40 • :'`b,CHINA\ \ \ \ II 10" TWIN CHIN B .�„ ! / b0 - % 56 _ ��s \� \\ \ \ 11 ; I 1 _�,� �• / s \ ia3+ @a �p 1 \ James R. Mitchell, Jr. \ \ \ \ \ 1 1\ 1 I A. J // \ ^ / \ ` .t I _ \ / a. 1 9c \� . �c/� \ a » I o Ja / / a„/ p !r _ _ _ _ +i� \ \ INABRR �� Zoning A-1 A. \ \ \ �a 1 1 1 1 1 6 {T / / / • @. d?' {�� 5� p' fit \ b. ♦ 1 \ Eagles Nest 1 ! he \ \ \ / /` :'f / t ss s \ \\ I r ( %s pc 1 \ { 1 i / / � , ' 1�0• � ` \ \ • _ �, ,t � I ! - + \ 18" BAY 1 I!' @ / �/ /38 /i/ ,d /. ��' -- - i \` \ \ • ^. _- _ a ( ' t / t i, !@\\ `\� , 1\ (�2 40 00 1 O !• ' !� / / / 55 I : \ \ \ \ I I �I t 92 ( - �� \ c'. 26" PIN \ \ t\\\\ l� I 6 I I d' i// / �`� / \ I \ I \ { I ( ' I • i 119 O ( \ SOSc \ N10 1719 tiK \ dr3�\ � . • �d p ' I. • i _ -r � I 1 I _ i \ \ \ \ p . . / � I I \ III 1 I r ta. I r• � \ `' 1 � a.\o / `' I 1 m \ �� ', I 1 I ( 11 L_\ @c. _ 1 1 p \ \ \ . ' •(+ T lb :. • \ ti, \ r I F--4-L_ \o Fs ,/ J SB n ! x l L EIj. t 1 I I \ \ \\ p 1 O. // i7\ / \-TIAo'- •I 11 II I II <-- 1 / / 0' E t o 0@ // " / / ' i7 ' / `�\ �. .�- I \ 5 --}- 1 1 ql I I '9 11 1 1 I I \t i ---- \ i 6 4@C t / \ "PIN ? \ I N80 45 39 OQ `\..:. \\. _ p / t. @Z s. / o @. `\ 3 , { 1 t Ix I c 1 E y . , . / ! o fro - + 1 1 I a. t` ,o 1 J \ c a.� /h \c'O\ \ p@., \ \ /• ///.�i@. / S'l / Qi \ \ �\ I e t 1 It 7 I t p f•. `J { 1 , \ t O i'� t i @ I i t h 1 t 93_ '4 `+ s! PINED ' e' �\/.\ \ \ \ \ \ •, •, � _ -p- � � / � t q t + 1 I f' - _ _ 1 p J 1 c \ r 0" PI O 4- -PINE _ f ...- z $! � \ �\ \ \ \ � \ \, -_ -. '__ �� /' ' ���' .% , � _ 'o, / !• \ T 1 i 46 1 { , i 11 _� ;rL �, \\Is � � ----\ I c•J J J ,\ \ !. \ 4" O Oil, t�,! � •\ \ \S'r \ \ \ \ ,r, `� \ � �._. ' - -£ '' - _ .. �! \ � �•�/ � / � 1 Ip ) I {' H � • ` }',yi-, O, J _ \ � { I / � 1 S \ c � M / » , I I I i-1-"T - LF•_Ic. ` c \ �� \fJ _ �, o• I J + \ f 100 Year Flood Limits N56.09 21 W 47.20 + ( y- d , o.' I sl 13" wa6 Y ` �� / c• \ \ �� F s �: rz f set.�0" CHINkC ERR Begin Wall _33 9 99- ��;__ ( G` --�_ '/ (3 /r y;' Jp. 1 ! J 1i \ ►'. , ap t 1' \ , I I , \` 1� ERRY f elevation varies) �- _ _ -i /-i'_. 4 , r\ 1 1 a.� 1 \ x FEMA-LOMR for West Groves \ @ a" >• d � y 1 1 { { i •., \ 20" INAB R \ N78°37 21 W 50, 0 0 _ \ \ \ . . ae -ems' - - - Hxo ' 1 11 c 94 1 ..J d' �/, "'-- ,Ax c\ �` \ �' \ \ \ 7\ `��\� - -/ 661-- .-1y.. - L �. / \----.."1 1 ' 'S 1 1 O I I I \ �:\ 9. \ \ 1 ` \ \ l�t•M t2• ""\ !! !� r, p \ ♦ oa ` 1 PINE w / Effective March 12, 2003 m• / \ ;�� -! /--�ot _� -'(zo. -@ / \ a 1 ( 11 1 1 1 1 \- 1 J a s• tp \ J \ cc, c / c �� 9 `c \ / �\\\ �� `� � >T_ i .�'"'� O, ' -_ / �\ \ 1 cF. .57, /O! 11 !+. .0 \ 1�• \ f \ / �d. y !! c � 32 / \ _^ ,.!- ! - \ _ Q • 1( • 1 r � '` \r � 1 � \ � �, f• 12 CHI Al3�R 24•' PIN � ER(�2Y 1 � 9��� \ � `\ s .3 �!/ A�\�\ \\ \~ _'---la>` � r- /.- / -- --f-� / ` \ T' d \ \ � \ \ \ � \ \ \ \ •-\ \ \ \ \ \ Q• \ \ PIN � / c' !i �{, ! G1 �� `\.`/ h � T •/ \ •`•.\;� `` _ �-t � �--�:1'r �� •---- \`\ 1 _,_-- Z \ °t 1 \ t-� `�yt! ` \ � \ \ \ \ \ ♦ \ � m 1 / `\` 9, •r.\�_ _-J-_ \�\ � t\ `\ 1 1 \ \ \ 9 \ \ \ \ \ \ \ r "CHINA ERR ! 00 �,. 9! �'! `. < v ..�� cos-.__-- -•`!� f n p� t 74 \ \.i \t v \ \ \ \ ! _ \ `. t` _ \ - �- / Q' �:/1 ib ,G + \ \ 0. \ \ \ `` 1\ \ 1t �, ' e�\�\ 10-\nral ABERRY 0 \ 1 ts, `�. p ♦ �� �� _ `o - _ --- �\\ p• `\ \ Y 58 1 1, \ t4'- \ l\�' ���' \ ` �Y f \ �. \ \ ! / p!!, d `� _ ��_ �\ >� _ �. -• -' -\\ @O a\ \ n\ all 1 ' \ t \\ \ , f i \ @ ! \ rn � r• ! � � �St I t ,ye. _ \ �, i I \' , � � / \ ` A. \ \ \ \ `9' (m\ ' � .� 4" CHE 12 INABFJ2RY \!-.1- !O \ 141.'' \\ \ \ yt\ \ ( \ \ 9. 1, \\ \ ` , DAK \ �. ' �t0. \ \ �� 4" C N,ABERRY, O \ ( \ + a@ s \ \ O \\ t2� \ I \ f o \ c� \ 16 OA �10" OAK mod !\ \ \ 1 \ \\ \ \ 1 \ 73 t \ \ ��� \ \ O \ S' i � \ � \ \ Lam, t7s•0' 1'.\ �..�� ` m `�, �!$.,t o - � \\l+. 2 '�/- -���. � `•. \ / < % 7"\�\\ `\ \ \ \\ \ t Vie\.._ \\ \ \' '\/ \ J J' � / a / �� \ \ \ \\ \ \\ c�•f, c P\@;'`_` ,_-"ri-✓ / _ / /`C�._ m \ \\. -/ / \ `t �. �� \ \ \ o -1 \ '-\_ it X r 3 �� d \ \ \ `\ \ 9. ` \ \\\ •:\ I ABER Y 4.9 ., / / \ \ \\\\ \ ` 'ti E `�,l \\ ` \ -i \ \ I \ 1 \ l / /? O. / /d• i A \ °' � \ \ �-\ \ �5o N � \ � �! a ram\ \ \` \ \ a i p• ! _ _ _ ( 7.1 ,_ �! @! \ p! @. G 41, p 2" CHINABEf�RY 1 711 CHILL BERRS/'/ ' } _ � \ / `•^ •^ T / \ \ Q � -�/ '/ (. \ @r ., a6\•\ \ \\/ \ iR i 1 \ I `\ JJ '� / � � ap / p. � \ � � 1 O 5 0 t/ ! : c^ � �Y. `a )l 5' - - - ./ J ` /,, \ \ \ \ ,j \ \ \ !' \ \ \ L @ \ \ \ \ I / , \ • / a / cl. It I0„ CHIN R / c %\ '\' \ t'_\./ \\ \ ( '• Y@ \\ % / •'�� \ \ J� Off. \ \ / /c. \ a• \CE\CHINA� \ t\p. \ ' s ! a -s. _ � •1� -� \ \ . \ \ \ \ \ / / °Ba •`' � - 2! / 4 A �' \ \ �E \ \ \ ! J I \, , J S� p�; �• ! �/ - ` C 12" CHINABERRY l J i 2 / c\ � !-\ � \\ \\ \ / \\ '`\ \\��\ 1 I 1 1 1 +i J 1 \ J _ ` ,r\% \ / > ` / 01 \ \ ERR Y 0 S2!`• -�• -- Spa � d�a \/,- ^L�+. � \ ` - \ ` �'`� \ \ ICI I /\v1 •...\ \ � ��J Y I /� I I I / r•` / 84 0 / ^ p ` / / \\ !� �:� \ -- __ - End Wall Coust. 5 Conc. Sidewa/k -� r ` '., / / - , �r f \ \o'` a \ / \ ` p• \ C� 2 /` \ \ t\ {/ I I 7 I I I Cr•V �\ 8 Z \ p9 (as part of the infrastructure) �.�� �� / / ' I , 1 �, ' < ` ' I ` \ •p / � `,ice.{�\. l \ [, � �/ � /.� � �• r� \�^ Vt\\\ / ' { \ ♦ ^.p T / / 'T _ \ �(\ o\ /. 1 8 \ B �z>?? \ • \ \ \ \ /' + I Provide Knox Gate Key Switch Op ticom System Shall be Provided for Proposed \ s \ 19` / �,\ \ \ *o.�\� _ ��� `\ /' -, / 8S / J @ , / ) b�l -�I a. Gate for Emergency Access Ao L = 255.67' 1 �- -/-- C \ 89 ,p. R = 2839.79'\ r` '• �� T !! /\ \ \ o - \ p ' i _ / W- r \ l Eagles)cZllding - o ` a e `` •� `'` � \ c� \\\\ / \ \ P! \ ` \� ` `J, : ; - r� \ -/ / �.f \ , �. , i ;p, asp'` '\ \ s ,�.c @ Provide Lock Box Labelled "Orange " � nth Key to Access a County Utilities - 5 09 30 \ a c �a:�._�, `\ \ \�`v `�.'✓` < \\ �.s T \��_ ,,� `- f 90 o v �I �c.��.\�. Y Gate (to be built prior to DesmptionofPhases \ ,s� �, \ \ V \\,�\ \ `\s� ' \_ e� / r �� �.r T- ` \� i I =, ' .' acceptance by Orange County Utilities) (Final \`�'\\ f !: • \\� -� �` V4 ' �a\\`�\ �Q � ...__ 1 \ % ` � ) ��� •r .7 J Lock \\ @ ! �� , 9_ _ ,, \ / \ \ + Box Design Shall be Submitted to Orange County Phase 1 � ` \`` \ >' \ y� \ `��� - ''� `�, r' a` 111°1 I Utilitles Prior to Its Construction) g .III lud W �\ \ ------- c es Va& BayB v fmm project entrance to tife eastern boun, igy oi'the a roved Wes Ba Phase 4 and 5 BEW CHM ARK "H~ �! < \ '�� 5 , •" - - -' .�i i ' NA & TIN TAB `\� �9d \ \ .n� �' \ \/ �. ♦ ,'' :`1' /`\ .���\ \\ \s �1 ( sa - _-_ FSP, entry walls and gates, landscaping at project entrance, aU utilities located in the Westy7i Bay Blvd right-of-way ! \ \ EL= 8.62' c � s• \ lr .t \ $ � .. ` �_ '� _ _t � 7 required to serve Lot Nos. 92 -105 and future phases of the project; storm water retention facilides required to serve FB R ; 257/32 0<. . �• ' .6:, r `.j: �. 4` _? r\a' ` �s ' - - - - - s _ _ - - - d 'r ' :o _ `\ °' - / Phase 1, rough gradiIIg ofLotNos. 92 -105 to within ]-foot ofSIIish0 grade, and the platting ofLotNos 92 -105 \ n •J Oeo,` and thepark as a single tract. `. 8e �` 1�+ `��`.�\\ \\ `\\ % / �\X o` @ ' T_ _- 61 '\ '' \\\` 7 \ Phase2 �� �� `� o}� ) �`' \ss� / Y" - T r. - ' ; `_ _�a.� `. / \,\ \ / /�.�\ \^.r 84< , _ _ Fore t oke - Phase 1 r+.l('•.c \, \ �\ �;J` { \��•' 1,` ". ..,, -'`o\\ ,� //\ \ G \\ �\\\ �� I '8g, p _ „t p.� :o r0 " cD, l tl/ry �4 hj 3c,! -\ �7 OTC ` ` \ `J \ \ V' o i 7 , I\ I� C f 5 Wing R-1 mcludesLotNos I -19, 45, 46, and 57- 91, SII/sh grading ofLotNos 92 - IDS, perimeter walls and landscaping y °fat �' :.`.i _ -� ' _- -y- _ _ _ _ - - .. \ y . 1 ^8 _ 4 I •'3 - - -- - _ _- �� Qr @ mac'. \\-.\ ` o. ~-.�\\ / / !:\ �\ _"^ `♦ - /� \\ \� \ \ ` i- ! !' commumiypark, and replatting of the tract containing Lot Nos. 92- IDS and the park- l�S)<pp,,s. 1-7 437) C,/ 2` Sfr` �\ ! ,•'� _ � ���,K\xOX_ 7 �` `_- ✓_ `�'-"' _ \\` �\\ �=` `� / \I � `!-"�"`731�c�-J - :-!4'-- _ �• (7 Phases �</ lz,z. / `� �--/0•`-1.0_ _ \ �, �,.J�' t=s3 =-r - _� g,t� -- D InchrdesLotNos20-44,and47-56. �kFFHCF err` ! _ - _ 70. __1_ - 1. �•. \ \ _ _ `T1 z \a�1/ Zoning A-1 0 SAMPLE COMPUTATION OF GRALBNG CONIROL LINE A-F FOF? A 60' LOT ON AN 0.5X STREET, WIN 28' SETBACK, 28' BUILDING DEPTH AND 2% SWALES RESUL7S USING 1X SWALES A Curb -top on lot -Line extension of high lot comer A-B Parkway slope• 12' grass anal walk at 1/4"/ n. (2X) 3" (D,3) 3' (037 B-C Side scale 56' grass at 1/4' / /f. 14' (1.27 7" (0.67 C-0 Swale tum with 10' rodiusl 16' gross et 1/" / /(. 4' (B i' 2" (0?2 D-r Rear Swale 12, gross of 1/4' / ft. ON) J' (0J� 1' (0.11 E-F Protective rear slope up from high! point of swoles 6" 6' Sub -total A-F from curb -top to ground at roar building wd/ JO' (2.57 19" (1.6) Minimum rise from curb -top to slab floc 30' + 8' 38- (321 27- (2.32 Minimum rise for wood floc using 8' gists: 50' + 19' 49- (4.1) 38' (12) FHA T YPE 'A' L O T GRADING N. T.S. SAMPLE COMPUTABON OF GRADING CONTROL LIN£ A-0 FOR A 60' LOT {NTH 28' SETBACK, 28' BUILDING DEPTT/ AND 2X SWALES RESULTS USING 1X SWALES A Curb -fop on lot-Ixs extension at high /at comer A-8 Parkway scope: 12' gross and walk at 1/4' / ft. (2X) 3- B-C Side Swale: 56' grass at 1/4" / fL (2X) 14' (1.2) 7' (0.6) C=0 Pfetoc(Ire dale stop, of .extension of rear wolf 6' (0,5J 6- (15J Sub -total A-D from curb -top to ground at rear budding wall, . . . 23` (1.9) 16, (1.3) Minknum rise from curb -top to slob floor 23' + 8' 31" (2.61 24- (2.01 Minimum rise for wood Boor using 8' gists: 23' + 19' 42" (.15) 35- (2.9) FHA T YPE 'B' L O T GRADING N. T.S. EMMOYMLNTAL SWAIF SAMPLE COMPUTATION OF l WhVC CQVTROL LINE A-F FOR A 60' LOT• 28' SETBACK, 1,15T DRIVEWAY, AND 16' FRONT SWALE D-£ AT 2X RESULTS USING /X SWALES A Curb -top at high side of driae near low lot comer A-8 8-C Parkway slope.' 12' gross and walk at 1/4' / ft. (2X) Driveway grade change: 4' vertical cure ham up -grade J. (04 0- (0.0) 3' (0.3) 0" (007 Orin a1 street (o down -glade dd!•e a1 lot, 0-0 Driveway down -grade to point 10 foot out from bulld/ng -23" (-1.97 -2J' (-1,9) line: 14' at 1 5/8' / ft. (13.SX) D-E Front swafe: 16' of 1/4- / ft. (1X) 4' (0.31 2' (621 f f- Protective front slope up from high -point of swolas 6" (05) 6' (05) Sub -total A-F from curb -top to ground of building -ID' (-a82 -12- (-Lo) FHA T YPE 'C' L O T GRADING N. T S. Coust. 6' Brick Wall (See Detail) ) v z J w 1- m = N U r CN .r I _C LO 0) in J Q C- C 0 d -0 tb X �-•A O J 0 Q a) � C:c C_ 2 o �O1 U N LLI I- 0 Z Q C,4 0 4 0 Q Q .� L V) o 5- m 0 W Ljj o y w • V) = Q C 0 N " W - � O ^' VJ 00 W Q N CpLn p 0 I m 0 Z Q 0- o U J O Const. 5' Conc. Sidewalk (as part of the infrastructure) LEGEND 6' Masonry Wall w/ Finish to Match Westyn Existing Contours _.,_.Bay Walls Lot Number 12 UyRrau Direction of Flow Wall L = 232.74' R = 1884.86' �_. 0 = 7°04'30" so so ! �'-- c'! i aw N L IN POWER POLE EL=129.74' FB REF 257/33 DATE REVISION NAME 1/26/05 County / City / SJRWMD Comments JAS 9/30/05 County / City / Comments JAS 3/2/06 County / City Comments JAS 10/26/06 City Comments JAS Existing Grade x79.3 Proposed Grade Proposed Pavement Storm Structure ■ Sewer Lateral Double Sewer Lat.- Water Service r- Double Water Ser. _ Water Main 8" WM Sanitary Sewer S Stormpipe Fire l�ydran t Y--r Story Inlet Concrete a. -:4. 4 Plan & Profile Sheet # CHECKED Soi/ Type RAJ Go to Val ve X RAJ RAJ Soils Boring Water Blowoff + AB-1 O RAJ Conservation Line 700 Year Flood 17tU� 0 E N 0 0 0 N f7 3 M o w M 0 W M 0 7 VD o- 0 0 0 X 0 WETLAND', LINE / F i i I I d' zO W M = O O r� Q U ,� N C00 .(.0 . M O O w 0) -i c O d -w 00 x Ld O Q � � (O� 2 0 �+ •- N_ I- O L Q \ /-�) N O V (n - m Q) nnW'' W + t� N Q U U w = Q U p U W 00 Q N 0 04 I ( ' � �✓ O � m O z l b W \ W ------ I LEGEND Existlnc7 Contours Lot Number 12 Direction of Flow Existing Grade \, Proposed Grade E:::N \ \,, \, - �► Proposed Pavement :• :::..:...::.:.::.:..:.:..:.:.::..::.:.:. Storm Structure ■ Sewer Lateral Double Sewer Lat. Water Service r Double Water Ser, Water Main - C g" WM Sanitary Sewer S Stormpipe Fire H dran t Storm Inlet - j Concrete •: a. a.. DATE REVISION Plan do Profile Sheet # NAME CHECKED Soil Type 1/26/05 County / City / SJRWMD Comments JAS RAJ Gate 1pe pQ 9/30/05 County / City / Comments JAS RAJ Soils Boring-aa-1 3/2/06 County / City Comments JAS RAJ Water Blowoff 0e 10/26/06 City Comments JAS RAJ Conservation Lin_+-1-- 000 Year Flood d� M X ° OIL W Ld �- M i o N cn O WETLAND (LINE o O 'l/ Connect into Sanita �.� .-- ' Manhole (Westyn Bay Cz c o 0 II (to be provided by _✓_ Westyn Bay developer) Q -aa 00 x l 6,% 'L Q iiiiiiiiiiiopl (n V) 45 •�• � 1 41 2 ® N \ N ~ n Park N o O V) o m Ab r r fLLI v � 4-Y ) Aw �• ! 92 . _ 55 j I � U � C U � C N 00 o CN Ln o 33 36 • � J 53 s. 79 0 34 57 '� < o ' o o �_rz \,,\, �`.� `. 31 ;� . 35 � S2 •• 1.� ' 80ry • o 74 - 26 ``\`` `,\'`\ 24 ® •/ 10 ALL GRAV/TY SEWER LINES SHALL+ / BE PVC (SOR35) UNLESS OTHERWISE (J) \,'\ �\,'\ ��`\ ,,•� i��� s 'O 0� ' NOTED s 17 0 90 Sanitar rer ( r-------- -�, 15 63 Servic (Typ. kl FDEPWater8cparation `\_ ,\. S . Manhol 62 I I I W (1) norizonts] Separstron Between Underground Water Abm and Samt&7 or Storm, Wastew-der orStormwaterForm Mains, Reclaimed Water M \� \• `�.� ( FP 14 � I VJ .Pipelines, and On Site Sewage Treaimentaind.Disposal Systems b OC+pQ `\`.\ `\�'\, �`•�� 61 -- (a) New or relocated; midergru and water ma shall be laid to provide a boriminal distance ofat least three feet between the outside ofthe water main and the outside ofanyexistingorpmposed storm sewer, stormwaterforcemain, drpipeAue conveyingreclaimed waterregulated underpart ,!Po ``• `\, ' n lllofC hapter62-610,FA.G i Ak'\�•\'\, 2 „ (b) Now orrelocsk4underground water mainsshall belaid topmvideaborizontaldistance ofatleastthree feetandpreferablytan f==between /jy �o \ ` 8 PVC San, the outside ofthe water main and the outside ofauyexisting orproposed vacuum -type sauitarysower vQr' �d yP 11 (c) New or relocate= underground watermains shall be laid to provide a horizontal distance ofat least six feet, and preferably ten feet, between I ev (C the outside of the water main andiheoutsideofanyexistingorproposedgravity-orpressure-typesanitmysewer,wastewaterforcemain,or �37� \��-\�`�� 10 `Tj � pipelmo convcying reclaimed waternotregulated underPad Lff ofCbapter 62-610, FA.C. The minimum borizdntal separation distance between watermains and gravity -type sanitarysewers shall be reduced to three feet where the bottom ofthe watermaia a laid at least six inches above the top of the sewer. `� O ` �� (d) New orrelocate4 underground water ma shall be laid to provide horizontal distance ofat least ten feet between the outside ofthe water main and all parts ofauy existing orpmposed "on -site sewage beatment and disposal system"as defined in Section 381.0065(2), F.S., and Rule O ' \, �\ \ 64E-6.002,FA.C. (2) Vertical Separation Between Underground WatorMains and Sanitary or Storm Sewers, Wastewater or StormwaterForce Mains, and Rec/aimed 7 O I WsterMpelines. (a)Neworielocated,undMroundwatermamscrossing any existing orproposedgravity-or-vacuum-typesaaitarysewerorstormsewershallbe laid so the outside ofthe watermain is atleast six inches, and preferably 12 inches, above or at least 12 inches below the outside of the other pipeline. However, itispreferabletobtythe watermainabove Meotherpipchize. �' 5 o rLEGEND (b)Noworrelocated, underground watermainscrossirrgaayexistmgorproposedpressme-typesanitarysewerwa , wwteterorstormwaterfome \, ` I main,orpipelineconveyiugrmlaimedwatershallbelaidsothe ouuideofthe watermainisatleast12inches above orbelow the outside ofthe `` Existing Con tours otherpfpelfne. However, itrspreferable in !ay the watermain above the otlmerpipehne. (c)Atthe utilitycnossingd=dbedinparagraphs(a)and(b)above, one fill length ofwatermainpipebecenteredaboveorbelowthe `\- \- `\\ r i c ,\, I shal/ otherpipelmesothe watermainjointsare atleastthreefeetfromalljointsinvacuum-typesaniuuysewers, storm sewers, stormwaterforcemains, �\. \'` j I Lot Number 2 or pipelines conveyingreclaimed water regulated underpart III of Chapter 62-610, F.A.C., and at least six feet from all joints in gravity -or E `\ � • \� `• � � picssure-typesanitarysewers,wastewaterforicemaias,orpipahnesconveyingreclaimedwaternotregulatedunderPartHllofChapter62-610, Direction Of FIOW FAc. Existing Grade X�g•3 (3) Separauon Between WaterMaras and Samtary oroamn SewerManboles (a) No watermain shallpass duwgk or come into contact with, any part ofa sanitary sewermanhole. (b) Effective August28, 2003, water mains shall not be constructed or altered to pass through, or come into contact witty any part ofa storm sewermanhole or inlet structure More it is not technically 1b&dble or economically sensible to comply with this requirement (i.e., where therc is a conflict in the routing ofa water main and a storm sewer and where alternative routing ofthe watermain or the storm seweris not technically feasible or is not economically sensible), the Department shall allow exceptions to this requirement (i.e., the Department shall allow construction of conflictmanholes), butsuppliers of water orpersons proposing to constructconflictmanholes mustfrst obtain a specidepermitfrom the Department in accordance with Part V of this chapter andmustprovide in the preliminary design report or drawings, specifications, and design data accompanying theirpemmit application the following information 1. Technical oreconomic justification for each conflictmanhole. 2 Astatementidmtifyimgthepadyrwponsibleformainhuningeacbcontlictmanhole. 3. Assurance ofcomplisnce with the design and construction requirements in sub -subparagraphs a through d below. a. Each watermam passing through a canflictmanhole shall bave a flexible, watertight joint on each side of the manhole to accommodate diA"erential settling between the main and the manhole. b. Within each couflfctmanhole, the watermam passing through the manhole shall be installed in a watertight casing pipe havinglvgh impact strength (Le., baving an impact strengtb at least equal to that of0.2S-inch-thick ductile iron pipe). c. Each conflictmanhole shall have an access opening; and shall be sized, to allowfor easy cleaning ofthe manhole. d Gratings shall be installed at all storm sewer inlets upstream of each conIIict manhole to prevent large objects from entering the manhole. (4) Separation Between Fire Hydrant Drains and Sanitary ofStorm Sewers, Wastewater or StormwaterForace Mains, Reclaimed WaterApelmes, and On -Site Sewage Treatment and Disposal Systems New or relocated fire hydrants with underground drains shall be located so that the drains ate atleast three feet from nay existing arpt»posed storm sewer, stwwwaterforce maw, orpipeline coaveyingredaimed waterregulated uader Part Ill' ofChapter 62-610, F A.C.; at least three feet, and preferably ten feet; from any existing orproposed vacuum type sanitary sewer; stleast six feet; and preferably ten feet, from any existing orprvposedgravity-orpressure-type sanitary sewer, wastewaterforce main, orpipcAuc conveying reclaimed waternotregulatedunderPartHTofCUpter62-610, F.A.C.; and atleast ton feet &many existing orproposed "on site sewage treatment and disposal system" as defined in Section 381.0065(2), F.S., and Rule 64E-Fi.002, FA.C. Utility Notes: 1. At all points of connection and all areas of p�'ss/ble conflict, the existing utilities have been field verified. 2. The contractor shall notify the Orange County ;Utilities construction department 48 hours prior to any utilities construction. J. All utilities construction connecting to the system shall conform to Orange County Manual of Standards and Specifications for Wastewater and Water Main construction. 4. Emergency wastewater spill and water main break procedures notes. Proposed Grade 0� t Proposed Pavement a,tni Storm Structure ■ Sewer Lateral �. Double Sewer Lat. —� sa sa Water Service r— Double Wo ter Ser. '— Y. Water Main 8" WM Sanitary Sewer S Stormpipe Fire H dran t Storm Inlet Concrete : ; Plan & Profile Sheet # DATE REVISION NAME CHECKED Soil Type 1/26/05 County / City / SJRWMD Comments JAS RAJ Gate Valve X 9/30/05 County / City / Comments JAS RAJ Soils Boring+ae-t 3/2/06 County / City Comments JAS RAJ Water Blowoff o 10/26/06 City Comments JAS RAJ Conservation Lime---+--'--'- 100 Year Flood V � U� 10b a 0 WETLAND UINE r ----- i I r Total Wetland Impact = 0.00 0 Total Wetland Preservation Upland Preservation 2.16 A c. A c. 2.45 Ac. ^' tv,k Westyn Bay Subdivision Zoning "R—IAA" z Ljj QS M I 0 V) Zi C: Co Q0 r- q- U n 0 6 Q) LL- r-, 0 C) 0 L0 -a oo x C) 0 0 < 0 0 .2 41 (Z) a Ld N rn < 0 Q) 0) 0 :t- < :3 V) 4- 0 Q) Q) Ld Q) -;.1 V C- L- 0 C) 4- 0 LLJ U) zz -0 = U C) Ld Q) V) F- C: C14 00 < Fo C, -6 100 Year Flood Limits (ele va flC14on varies) Ln FEMA—LOMR for West Groves 0) Effective March 12, 2003 Cr I 0 Z < �- (b �, 00 0 z r- z JAL LEGEND < Existing Contours Lot Number (M) Direction of Flow Existing Grade Proposed Grade Proposed Pavement Storm Structure ■ Sewer Lateral Double Se wer Lat. Water Service _j— Y. Double Water Ser. Water Main wm— Sanitary Sewer S -Stormpipe Fire Hydrant Storm Inlet Concrete Plan & Profile Sheet DATE REVISION NAME CHECKED Soil Type 1/26/05 City County / SJRWMD Comments JAS RAJ — Gate Valve 9/30/05 City / County / Comments JAS RAJ Soils Boring -AS-1 3/2/06 City / County Comments JAS RAJ Water Slowoff 0 10/26/06 City Comments JAS RAJ Conservation Line 100 Year Flood �o 0 CI of 0 Cl Co N M 1 ri � Y Im 'O OI to M O M M O n M O ,-i l0� O ..0 O N 0 Cl N 1 4b 0 750'PnmaryProtection Zone Westyn Bay Subdivision Zoning "R-1AA" WeTLAND ` LINE ,��' ( ,' I I ,; `� �/ r------ I r' I f I - _ '�__\_\� 42 - �' � Y �3: i � `44 � ♦ \' � _ _�_ i .(41 `\ ` L-----J L\ ----1 L-----J \ / \ �V�/ `� \\, \,..% `\ \` ` `\ � \\. • it i' � •--'" •''_ � sj \ + ..; N00 20 43 W 1437, 60 `\ '\ I i /! C\ /� /' �,•...�_�`_ it tlli�� \'. \1 \\ - , \ \\ '\ l� I ark CO ' \ ' \� \ I 1 + ! // / / ��� ./ ,� `-�\ ---?_\ \\ \� \ 7 f 1 i ! l `"79' + `•\ ' Eagles Nest is N10"I'll � i r N80p45'39" OQ \ \\ \ ` __ 3� ,,, : ' / :�--\ \ \ 1 , +I , I (+ • }'�,� �• , ( , \ i 64 � �6 t t + Ii _L,_1 �� \\t I `�i ` 1 _ \ 1 I / \ 1 \ ° ' tf) \ \ \ \ \\\ \\ ,\\ \ \\'\ —^£6-' — /, �'�./ "J /-..\ \�h—\/ /I $ ( / +r'--� 1 I I I-- -1'-1--i1'_ �\ ,` t--"_-..•— _ „\ \ I I / \ \ '\ \ 0o p09 I " ! \ \ \ \ \ \ � , \ \ \ ='��-r ,i/ri' r �.+t _�—_ � `J\` j' , 1 + \ _ .__-•— 'I 8 \ l I i (•` \ \ RT) N56 21 W 47.20 \ ` '� .- �- / 1 1 /• f , i n \ + +, 1 3 1 _ _ \ ,� Begin Wall \ \ ' � \ \ ' \\ �/` �- / 96-�`. �� � i�®� //� - / �' f /t---� ! 1 ! ( ` +1 \ \\ 1 � 1 \jam �'- \ 1 ��� j I + 1\� �•\ \\ N76p37'21"W 50.0' — �„r� , \ \ `� 1. Lg6 / / — f ( + 1 1 I \ `' O CQ r � L —�\ ` % ICE ♦ '` � `� � y -r . l f-' � / ��` �`\ 1 \ 57 11 i� t � � \ � � ,+ \\\�'' �' \ \ \ \ `.♦ \ \ eF �.� ' _ -' ��\ �\ ♦ 32 j\ \\\� _ � � _— f0 �—i'".`_.-- __..._ L— "'�Y \ 1 t \ 11 y \ \ \\,' \ \'' �\ \ C'x '`ss \ '•.,_ \ ` \ \ \ Q� \ , ��� �� ` — / / \ �a`� ��� \'`CtOu / — _L •� — / 52` _ 0 \\ \` \` \\ \\ , \` ♦ \ \\ \ \\\ l \ I CID \` `�\` \ai -� /�♦ _ T / �\`� '� � _ `i_�/� �-•10&— _�— --^fT— �~" — +._---- � ��\ / \ \ .�' 1\ �� '+\ \ `'4 1\ ' \ \ \ ,,,1 � \` ., \ �) \ \\ \ \\ \ \ \ I, /i ',I. it \ \ \ \ ���' \ \ \ / / if \\ \ \ \\ ` \\ i \♦ \, \ •�\ � \ "/' _ �( `_� \��_. _ � — _mod—' -� _ / — �\ \ \\ + 158 + 11 Lr ` `\` _ .p �� tee•... , 2 /`�\ ._�_\`�\ �'� \ �♦ / \ 4� `i \�,\` \ `\ .\ �\ p\ \ '1\ ( I ( \ / ! /Q, / / i /� \♦ ` \` ♦` \\� ♦\ \\.♦ �\ \ \ i /- 4. 26 `. ` ��� `� �� i\ /\ ♦ \ \ \ \ \\ ` 1 \ \ I / c / / / \\ ill ` —~ / ,83 Pit PMect Name: Eagles Landing Subdivision FDEP Project /D#FLR Silo Location: $31 T 21S R 28Eand a portion ofS 6 T22S R 28E LatQ de 28.36139' Longitude 81.3257' Site Area: The total site is approxtmatefy47acres of which 44 will be disturbed by const►u activldes. Owner Name: MI Homes of Orlando, LL C 237 S. Westmonte Dr. Suite 111 Altamonte Springs, FL. 32714 ConbactorNeme: Project Description: Construct mirastrudure associated with a single familyresidenttal Clearing and Grubbing; instalt/ng a stabiltzed construction entrance; perimeter and other a and sediment controls,• grading; excavation for the stormwater ponds, storm sewer, ut/llties building foundations,• construction of roads, curbing, sidewalks, preparation for final plantin seeding. Conshucdon Sequence: 1. Install stabiltzed construction enhance. 2. Clear and Grub for silt fence Installation. 3. Install Silt fence 4. Construct Retention pondaWass Site Grading 5. Install infrastructure - (Storm Sewer, U09s, Roads eta) 6. Complete final grading and install permanent seeding and platifts, 7. Remove any accumulated sediment from basin 8. When construction aclMly Is complete and the site Is siabi%twd, remove silt fence and reseed/mwel any areas disturbed by theirremoval. Soil Type: Site is pr manly underlain with USDA•SCS Too-A'Soils (Tavares and MtllhcpperFine Sands) RunoffCoeBcfent The final runoffcoeffidentfor Me site will be C-0.55 Dewationng Methods: Not required since water hVe is very deep Receiving Water Body. Lake Apopka CONTROLS (BMP's) Erosion and Sediment Controls Stabilization Practices TemporaryStabilfzation - Top stockpiles and disturbed portions of the site where conshm activity temporarily ceases for at least 30 days will be stabilized w/Br temporary seed and m Permanent Stabilization - Disturbed portions of the site where construction activities perma ceases shall be stabilized with permanent seed and mulch and/arsod no later than 30 days after the last construcllar activity.. Structural Ptact/ces 8111 Fendng - WIl1 be ctraftidedamund B►e padmeter ofthe site as Indicated oil the avers plans of the constructor, plans Retention Pond/ Sediment Basin - WIl! be constructed with the site grading. Once construction actIl lea am nearly complete, the accumulated sediment will be removed from the basin. Other Controls Waste Disposal Waste Materials -All waste materials will be collected and stored in a dumpsteroras requ/r by the City of Ocoee. All flash and debris from the site will be stored in the dumpater. \�� `-' ��� \� / � 23 ��\ \\ \ \\ - \� \\ \ \ `/ \ \ /( /\ I I I �' i 1 I 1 I / ! / / 84 '\ ! / �7 / r8\ ` ���` � / ♦ / � \ `�\ \ \ __. _ J 85 � / \ Const. Temp.Erosion Control �. / \ / ` ` ` \ \ \ \ �.;, T• \ / — _ i / - i -- �/ \ \ 4+/ j / /+ Barrier (Silt Fence) ��\ `�\ ' a� LIB \\ 19 / � \\\ •\ \ \40\ ` \s�� \/ \� �. � 1 j / l \ 1 / / '\ / L = 255.67' R = 2839.79' p " `\+ ��� \� - �` \ �\ \try \ \ \{ ��� 0, \ \ `� �� — ,\ •, �. �` /. �\ y %' \ \ Hazardous Waste -All hazardous waste materials wiU be disposed ofin the manner specified by '! y \ `� _ ` _ `- / 7 x \\ \ \ I . `; local or stall regulation or by Me manufacturer.. `\� s, \ ` ` 7 i \ ` ` Bonita Waste -All son waste will be collected from the portable units as r the J CO `\` \ \ �• \ `'' [ ` ' \ \ n - - ; - x - T_ 6`Bs,aS' / requirement ofthe %'ttyofOcoee. � �t � � � �\` �\� � ` v` \ �� \ �\ \\ �`\� � Q � / ._ � \ _ � L� \`� /\ \ n \`/ ����\� \\ �ilc �r Offslte Veh/cte Tracking /,(}���D ' \„ \ ,\� L , \ y fi . � tL� _ r ` - \ `/ / \ \ / ` \ I\ A stabdood construction entrance has been provided to het reduce vehicle tracking of O coon p 9 sediments. The paved street adjacent to the stte entrance wid be swept as necessary to remove any excess mud, dirt or rock tracked from the site. Dump trucks hauling material from the , • �. - �\ ` ' `\ , • \ ` / ` _ - -- - _ _ construction site will be coveted with a tarpat tin. 3y) \, ` ` _ / 7 _ _ _ -_ _ •I - • a , — _�— CN\ -\. \ `- � � • aaa0' -y" � -�`". � \ \ '\•` `N\^• \\J� \` "1-sa-_� � F -- 7WM/NG OF CONTROLS/MEASURES Nk E ` /_ , _ , _ _ Y \\ • \ \ o \ �. - I 9 As indicated in the Sequence of MajorAchvilies, the silt fence, stabilized construction entrance \, --� /' ` \\\ - - _ T s- _ - l W11 be constructed prior to clearing orgrading of any other portions of the site. Areas where - _ , \ x ` \ \ - - _ _ _ - t- -s/_ subdivision construction activity temporarily ceases for more than 30 days will be stabilized with a temporary orlon seed and mulch. Once construction activity classes permanently in an area, that area will be and slab/11zed with permanent seed and muldrand/orsod. After the entire site Is stabilized, the _ _ g and accumulated sediment will be removed from the retention ponds and along the silt fence. `\' a a � ` ' n /r \ \ -/- / ' � ` _ - _ _ � r - - Zoning "A-1" CERTIF/CAT/ONOF COMPLIANCE WITH FEDERAL STATF, AND LOCAL REGULATIONS >� The slam waterpollution pr9venbon plan reflects the City of Ocoee, Orange County, St. Johns River Water Management DistrictFlaidaDepartmellEnvironmentalProtectionandtheU.S. Enwronmenia/ProtachonAgency requirements fastorm waferma»agement and erasion and sediment control. - - - MA/NTENANCFJINSPECT/ONPROCEDURES `\ `�\ � \ �. - - - ' - .�� „' .`• �' - yj"-_ _ ` -n 6^ � ` - = � - •\ �� ���� "--"\---tip—_ "' 1 \� '""- These are the inspection and maintenance practices that will be used to maintain erosion and `\, \� - ," �` - - -9z1- _ • - �� ` -� _ _ sediment controls. • All control measures will be Inspected at least once each week and following any storm event of a5 inches agreater. A fain gauge W11 be on site to measure rainfall amounts. All measures will be maintained in good wafting older• if repair is necessary, it will be initiated wifhin 24 hours of the report. �\ i Built up sediment will be removed from silt fence when it has reached one-third the height of Post (Options: 2` ' or x 4' I p thefeRCe• 2 112 Mh No. Wood, Steer �IIIIIBIigll9� Sidewalk ``\�� \�� /• \ • SIV fence will be inspected for depth ofsediment, tears, to see if the fabric is securely attached to the fence posts, and to see that the fence posts are Amity in the ground. • The retention ponds/sedanent basins will be inspected, and sediment will be removed at fhe end of the job. • Tamporery and permanent seadfng and planting W11 be inspected for bare spots washouts, and healdrygrowth. It is expected that the following non-stomnvater discharges will occur from the site during construction. Water from flushing of the waterlines. Water from the washing of the pavement (where no spills or leaks ofthda of hazardous materials have occurred). • Uncontaminated groundwater (from dewateting excavation) All non -storm water discharges writ be directed to the sedimentbas/n pna to discharge. INVENTORY FOR POLLU77ONPREVEN77ON PLAN The materials or substances listed below are expeded to be present oneite during conahvationr Concrete Asphalt Wood Masonry Block Roofing Shingles Petroleum Based Products Fertifzers Cleaning Solvents Paints (Enamel and Latex) Metal Studs Detergents CONTRACTOR IS RESPONSIBLE FOR /NSTALLINGANYAODITIONAL EROSION CONTROL IF IT BECOMES NECESSARY70 MEET STATEAND LOCAL STANDARDS. I.Ji Lbx/ft. /Ain.) 6 MaX F,71er Fabric (In Conformance Mth Sec. 985 FDor Spec.) 1.1 N dO Elevation Optional Post Positions-�\ Princiv/0 Post Position (Con ed 10' Towwd now) t1 rillAr fabric i I Silt Flow v Section Note: Silt fence to be Paid for Under the Contract Unit Price for Staked Silt Fence (if). TYPE /// SIL T FENCE N. T.S. O .�, Ditch - � = Ditch Curb & Gutter�pp��gl�II�II�IYII Curb & Gutter R = 1884.86' o = 7p04'30" 5o Sol �'"�--- t Completed Inlet Ditch Bottom Inlet Protection Around Inlets or Similar Structures ~� Type A or B Fence Note. Bales to be Stocked of the Directlon of the Engineer. Loose Soil Placed by Shovel and Lightly Compacted, Along Upstream Face of Boles Bales Backed by Fence ( Per F. D. 0. T. Index No. 102) EROSION PROTECTION DETAILS N. T. S DATE 3/2/06 10/26/06 REVISION unty / City Comments City Comments NAME JAS JAS CN • N _ Ln O A Cn O I I c o 0 -0 00 x -1-J C C:)O LJ U O Q fn , N t` C 0 o O Qrn o m O �� ¢ .C: 4— } m N ° Q) ) Ld 41 t3 C) • — C))� V) � i W U U W o O � w Q �. N m N 00 I Z � to O rn r � I m W CD Z Gov • O �J ' Q J 0 Q W b E Q _ J LEGEND Existing Con tours Lot Number 12 Direction of Flow Existing Grade X79.3 Proposed Grade 0, Proposed Pavement :''::' :.:......::...::..:...........:.:. Storm) Structure ■ Sewer Lateral Double Sewer Lat. Water Service '— Double Water Ser. —C Water Main 8" WM Sanitary Sewer S Stormpipe Fire H dran t Storm Inlet Concrete.'a :. Plan & Profile Sheet # CHECKED Soil Type RAJ Gate Vol ve X RAJ Soils Boring +Ae-1 Water Blo wo ff 0 Conservation Line 700 Year Flood �p� / W�i M a cn N M M O 110 h 0 tD 0 0 a N O O r 0 R1-1 30" x 30" STOP SIGN DETAIL _ _ —/ /�i y.------- i`{' ---- i Cion r $swa-tk 1 riping67 \I 40 Park \ r &'-o-)nsf./ 24 1te The Tgplastig \ t�Q' B0. & /S o Sign70 -- 92 C' L- 77-- J ------_, L---n o Parking ign , \ Const. "No Parking" Sign 4� 37 ` a/ l rr 54 0 1 t ; 1 78 i 11 9� \ /�� < 1 1 I 9 g ✓' '` � � ( \ � Uhl i L---_----- 31 / n \ �`�r i 35 i C\ r--L 95 \, Ponst. 2e�Voit hermopla' ti Stop B t� 8� St Sign 73 + \ \ 81 \\ \\ (D6 �\ , / / , ( -, \ `� / r , COt1S . Naha ign 82 - • / r / ^I O \ r !/`` \! / L'on8t -broas�aih irlplltg'/ / 48 r ,i `7 . � I \ (T 'py See- Dea Mr. �\ <• C)onst. 2F White Thermoplastic Stp Bar/'top 1 �� ,/ /r/ �' / ` �\ 1 J/� 1 G1 $c S, \ 23 10 r l'36 /r r \ / r � � � C , , r rr r C \�\ 1 G 4 r r CO s rQ alk. /Stripin r r �68 r \ / r� r -�(,T n� Seems[ tail \ �1C, /; r rr �` r r �� r•� \•, 105 \ , r ' / 17 /1 '.�� / \� \` �� 65 �\ �" \ .• ` J C / /I 16 / `6 4� ' 14 ; ','' \,\'���� `\Conk'%2, .". W,hite op .?Ur- Thermoplastic / > 13 'top op Sig 12 / Q 1 r------, r / /i \ I G 1 i CRIL OSSWALK DETA DATE 3/2/06 10/26/06 ' J � ON) w o I _ o O N U r- N 0 Q0 w .12 -1--� L` II c 0 -a co x -�-� o U) (A 41 (O2 o ) .- ,N ~ p�j L a �� 0 ::3 Q V) o m Q) o Y _c: 6 U wLLJ L C) c a °' U W o 0 w Q� 00 Q �C-4 F0o\ CN Ln M I� m Z < J CL o V • v J Const. Crosswalk Striping (Typ., See Detail) REVISION City / County Comments City Comments LEGEND Existing Contours Lot Number 0 Direction of Flow Existing Grade x 79.3 Proposed Grade Q� Proposed Pavement Storm Structure ■ Sewer Lateral is Double Sewer L a t. i Water Service L t— Double Water Ser. -� Water Main 8" WM Sanitary Sewer S Stormpipe Fire Hydrant Storm Inlet Concrete Plan & Profile Sheet ,# NAME CHECKED Soil Type EE JAS RAJ Gate Valve Da JAS RAJ Soils Boring Water Blowoff Conservation Line --{- 700 Year Flood Ao� jTi LAND DESCRIPTION ( PARCEL B) 0 a `j1 z W `1 Z Z U Do 0 w Q J d I- O Z Z z a' Z P7 tt) 00 LU N 0) d- C7 00 Z ro N I N I M O F U m 0 N 0 O V) 0 z I 0, 0 II o w U o � ' A PORTION OF SECTION 31, TOWNSHIP 21 SOUTH, RANGE 28 EAST AND A PORTION OF SECTION 6, TOWNSHIP 22 LAD DESCRIPTION (PARCEL A) LAND DESCRIPTION (OVERALL PARCEL) SOUTH, RANGE 28 EAST, ORANGE COUNTY FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: A PORTION OF THE SOUTH ONE-HALF (S Y2) OF THE SOUTHEAST ONE -QUARTER (SE 9) OF SECTION 31, TOWNSHIP 21 A PORTION OF SECTION 31, TOWNSHIP 21 SOUTH, RANGE 28 EAST AND A PORTION OF SECTION 6, TOWNSHIP 22 BEGIN AT THE SOUTHWEST CORNER OF THE SOUTHEAST ONE -QUARTER (SE %) OF SECTION 31, TOWNSHIP 21 SOUTH, SOIIITH, RANGE 28 EAST AND A PORTION OF THE NORTHWEST ONE -QUARTER (NW %) OF THE NORTHEAST SOUTH, RANGE 28 EAST, ORANGE COUNTY FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: RANGE 28 EAST; THENCE SOUTH 00'48'40" WEST, 113.84 FEET; THENCE NORTH 72'03'57" WEST, 29.22 FEET; THENCE ON -QUARTER (NE %) OF SECTION 6, TOWNSHIP 22 SOUTH, RANGE 28 EAST, ORANGE COUNTY FLORIDA, BEING MORE NORTH 58'07'54" WEST, 76.60 FEET; THENCE NORTH 38'10'46" WEST, 40.98 FEET; THENCE NORTH 00'54'54" EAST, PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCE AT THE SOUTHWEST CORNER OF THE SOUTHEAST ONE -QUARTER (SE %) OF SECTION 31, TOWNSHIP 21 30.50 FEET; THENCE SOUTH 89'11'46" WEST, 24.61 FEET; THENCE NORTH 38'10'47" WEST, 65.26 FEET; THENCE NORTH ) SOUTH, RANGE 28 EAST; THENCE NORTH 00'20'43" WEST ALONG THE WEST LINE OF THE SOUTH ONE-HALF (S %) OF 11'16'18" WEST, 117.54 FEET; THENCE NORTH 01'18'38" EAST, 52.09 FEET; THENCE NORTH 00'16'39" WEST, 53.40 BEGIN AT THE SOUTHWEST CORNER OF THE SOUTHEAST ONE -QUARTER (SE %) OF SECTION 31, TOWNSHIP 21 SOUTH, THE SOUTHEAST ONE -QUARTER (SE %) OF SAID SECTION 31, A DISTANCE OF 1155.27 FEET TO THE POINT OF FEET; THENCE NORTH 02'42'37" WEST, 52.32 FEET; THENCE NORTH 17-16-20" EAST, 81.10 FEET; THENCE NORTH RANGE 28 EAST; THENCE NORTH 00'20'43" WEST ALONG THE WEST LINE OF THE SOUTH ONE-HALF (S %) OF THE BEGINNING; THENCE CONTINUE NORTH 00'20'43" WEST ALONG SAID LINE, 282.33 FEET; THENCE NORTH 89'49'25" EAST �� r " " 44'54 42 EAST, 102.03 FEET; THENCE NORTH 45'23 04 EAST, 63.42 FEET; THENCE NORTH 01 °40 54 WEST, 83.74 SO THEAST ONE QUARTER (SE %) OF SAID SECTION 31, A DISTANCE OF 1437.60 FEET; THENCE NORTH 8949'25" ALONG THE NORTH LINE OF THE SOUTH ONE-HALF (S %) OF THE SOUTHEAST ONE -QUARTER (SE %) OF SAID FEET, THENCE NORTH 22'02'55" EAST, 86.30 FEET; THENCE NORTH 18'32'33" WEST, 48.80 FEET, THENCE NORTH EA T ALONG THE NORTH LINE OF THE SOUTH ONE-HALF (S h) OF THE SOUTHEAST ONE -QUARTER (SE %) OF SAID SECTION 31, A DISTANCE OF 1381.53 FEET TO A POINT ON THE ARC OF A NON -TANGENT CURVE (RADIAL LINE 16'31'31" WEST, 74.70 FEET; THENCE NORTH 01'10'24° EAST, 45.14 FEET; THENCE NORTH 02'ST34" WEST, 47.40 SECTION 31, A DISTANCE OF 1381.53 FEET TO A POINT ON THE ARC OF A NON -TANGENT CURVE (RADIAL LINE THROUGH SAID POINT BEARS NORTH 73'56 00 WEST); THENCE SOUTHERLY ALONG THE ARC OF SAID NON -TANGENT FEET; THENCE NORTH 12'33'35" EAST, 65.52 FEET; THENCE NORTH 00'07'08" WEST, 62.55 FEET; THENCE NORTH THROUGH SAID POINT BEARS NORTH 73'56'00" WEST); THENCE SOUTHERLY ALONG THE ARC OF SAID. NON TANGENT CURVE, BEING CONCAVE TO THE WEST, HAVING A RADIUS OF 1884.86 FEET, A CENTRAL ANGLE OF 7'04'30", AN ARC 15'47'59" WEST, 65,98 FEET; THENCE NORTH 30*02*11" EAST, 79.28 FEET; THENCE NORTH 79'38'40" EAST, 33.61 CURVE, BEING CONCAVE TO THE WEST, HAVING. A RADIUS OF 1884.86 FEET, A CENTRAL ANGLE OF 7 04 30 , AN ARC r " DISTANCE OF 232.74 FEET; THENCE SOUTH 23'08 29 WEST, 1257.36 FEET; THENCE SOUTHERLY ALONG THE ARC OF A FEET; THENCE SOUTH 00'20'43" EAST ALONG THE EAST LINE OF THE SOUTHWEST ONE -QUARTER (SW %) OF SECTION DI9I TAtvGENT ANCE OF 232.74 FEET; THENCE SOUTH 230829 WEST, 1257.36 FEET; THENCE SOUTHERLY ALONG THE ARC OF�A CURVE BIN CONCAVE BEING CO C E TO THE TANGENT CURVE, BEING CONCAVE TO THE WEST, HAVING A RADIUS OF 2839.79 FEET, A CENTRAL ANGLE OF 5'09'30", rr 31, TOWNSHIP 21 SOUTH, RANGE 28 EAST, 1155.27 FEET TO THE POINT OF BEGINNING. WEST, HAVING A RADIUS OF 2839.79 FEET, A CENTRAL ANGLE OF 5 09 30 , AN ARC DISTANCE OF 255.67 FEET; THENCE SOUTH 28'17 59 WEST, 641.26 FEET (THE LAST FOUR (4) COURSES ANI ARC DISTANCE OF 255.67 FEET; THENCE SOUTH 28'17'59" WEST, 641.26 FEET (THE LAST FOUR (4) COURSES DESCRIBED BEING COINCIDENT WITH THE WESTERLY RIGHT-OF-WAY OF OCOEE-APOPKA ROAD AS SHOWN ON THE SAID LANDS LYING IN THE CITY OF OCOEE, ORANGE COUNTY, FLORIDA CONTAINING 3.209 ACRES, MORE OR LESS, DESCRIBED BEING COINCIDENT WITH THE WESTERLY RIGHT-OF-WAY OF OCOEE-APOPKA ROAD AS SHOWN ON THE STATE OF FLORIDA, DEPARTMENT OF TRANSPORTATION MAINTENANCE MAP FOR STATE ROAD 437, AS RECORDED IN STATE OF FLORIDA, DEPARTMENT OF TRANSPORTATION MAINTENANCE MAP FOR STATE ROAD 437, AS RECORDED IN S.R. MAINTENANCE BOOK 1, PAGE 70 OF THE PUBLIC RECORDS OF ORANGE COUNTY, FLORIDA); THENCE NORTH S.R. MAINTENANCE BOOK 1, PAGE 70 OF THE PUBLIC RECORDS OF ORANGE COUNTY, FLORIDA); THENCE NORTH 7637'21" WEST, 50.00 FEET; THENCE NORTH 56'09'21" WEST, 47.20 FEET; THENCE NORTH 09'01'21" WEST, 254,75 76'37'21" WEST, 50.00 FEET; THENCE NORTH 56'09'21" WEST, 47.20 FEET; THENCE NORTH 09'01'21" WEST, 254.75 FEET; THENCE NORTH 80'45'39" EAST, 23.00 FEET; THENCE NORTH 1017'19" WEST, 80.35 FEET; THENCE SOUTH FEET; THENCE NORTH 80'45'39" EAST, 23.00 FEET; THENCE NORTH 10'17'19" WEST, 80.35 FEET; THENCE SOUTH 8943'59" WEST, 271.36 FEET; THENCE NORTH 00'48'40" EAST, 243.59 FEET: THENCE NORTH 72'03'57" WEST, 29.22 \ 89'43'59" WEST, 271.36 FEET: THENCE NORTH 00'48'40" EAST ALONG THE WEST LINE OF THE NORTHWEST ONE -QUARTER %) OF THE NORTHEAST ONE FEET; THENCE NORTH 58°07'54" WEST, 76.60 FEET; THENCE NORTH 38'10'46" WEST, 40.98 FEET; THENCE NORTH (NW -QUARTER (NE %) OF SECTION 6, TOWNSHIP 22 SOUTH, RANGE 28 00'54'54" EAST, 30.50 FEET; THENCE SOUTH 89'11'46" WEST, 24.61 FEET, THENCE NORTH 38'10'47" WEST, 65.26 \ EAST, 357.43 FEET TO THE POINT OF BEGINNING. FEET; THENCE NORTH 11'16'18" WEST, 117.54 FEET; THENCE NORTH 01'18'38" EAST, 52.09 FEET; THENCE NORTH €� 00'16'39" WEST; 53.40 FEET; THENCE NORTH 02'42'37" WEST, 52.32 FEET; THENCE NORTH 17'16'20" EAST, 81.10 o \ SAID LANDS LYING IN THE CITY OF OCOEE, ORANGE COUNTY, FLORIDA CONTAINING 43.141 ACRES, MORE OR LESS. FEET! THENCE NORTH 44'54'42° EAST 102 03 FEET• THENCE NORTH 45'23'04° EAST 63 42 FEETTHEN pC�FE Rp �D Cj? mo \ �gRiFS pFR Cy 3 \ Z � aLn \ WELL 0 PORTION OF THE S 1 /2 OF THE SE 1/4 OF SECTION 31-21-28 WELL 0 V A C A N T r CE NORTH I 01'40'54" WEST, 83.74 FEET; THENCE NORTH 22'02'55" EAST, 86.30 FEET; THENCE NORTH 18°32'33" WEST, 48.80 i FEET; THENCE NORTH 16'31'31" WEST, 74.70 FEET; THENCE NORTH 01'10'24" EAST, 45.14 FEET; THENCE NORTH t 02'57'34" WEST, 47.40 FEET; THENCE NORTH 12'33'35" EAST, 65.52 FEET; THENCE NORTH 00'07'08" WEST, 62.55 t FEET; THENCE NORTH 15'47'59" WEST, 65.98 FEET; THENCE NORTH 30'02'11" EAST, 79.28 FEET; THENCE NORTH I LEGEND AND ABBREVIATIONS 79'38'40" EAST, 33.61 FEET TO THE POINT OF BEGINNING. r R RADIUS DELTA SAID LANDS LYING IN THE CITY OF OCOEE, ORANGE COUNTY, FLORIDA CONTAINING 46.350 ACRES, MORE OR LESS. `j L LENGTH R/W RIGHT OF WAY CM CONCRETE MONUMENT IR IRON ROD IP IRON PIPE FND FOUND REF REFERENCE r� FB FIELD BOOK j SRMB STATE ROAD MAINTENANCE BOOK NOTES: PG PAGE ' T TOWNSHIP R RANGE 1. THIS MAP IS NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A \ P.O.B. POINT OF BEGINNING FLORIDA LICENSED SURVEYOR AND MAPPER. CCR CERTIFIED CORNER RECORD \ I WLY WESTERLY 2. BEARINGS SHOWN HEREON ARE RELATIVE TO AN ASSUMED BEARING OF NORTH 00148'40" EAST WPP WOOD POWER POLE ALONG THE WEST LINE OF THE NORTHWEST ONE -QUARTER (NW 34) OF THE NORTHEAST TR TELEPHONE RISER ONE -QUARTER (NE %) OF SECTION 6, TOWNSHIP 22 SOUTH, RANGE 28 EAST, AS SHOWN HEREON. BTM BURIED TELEPHONE MARKER BGM BURIED GAS MARKER 3. LANDS SHOWN HEREON WERE NOT ABSTRACTED FOR RIGHT-OF-WAYS, EASEMENTS, OWNERSHIP, Z FENCE LINE ADJOINERS OR OTHER INSTRUMENTS OF RECORD. -DHW- OVERHEAD WIRE 4. UNDERGROUND IMPROVEMENTS (IF ANY) SUCH AS FOUNDATIONS AND UTILITIES HAVE NOT BEEN \ P.O.C. POINT OF COMMENCEMENT LOCATED AS PART OF THIS SURVEY. �S• 9 ANCHOR & GUYWIRE 01§ 9 5. THE SPECIFIC PURPOSE OF THIS DRAWING IS TO DEPICT THE RESULTS OF THE FIELD SURVEY FOR THE HEREON DESCRIBED PARCEL PERFORMED PRIOR TO AND FOR THE PURPOSE OF PREPARING A RECORD PLAT AS DEFINED IN CHAPTER 177 OF THE FLORIDA STATUTES. PERMANENT REFERENCE \ MONUMENTS WILL BE PLACED AT THE BOUNDARY CORNERS BEFORE RECORDING OF THE PLAT AS \ DEFINED IN CHAPTER 177 FLORIDA STATUTES. Z z 6. ACCORDING TO THE NATIONAL FLOOD INSURANCE PROGRAM, FLOOD INSURANCE RATE MAPS, MAP I \ NUMBER. 12095C210 E, DATED DECEMBER 6, 2000, THIS PARCEL LIES IN FLOOD ZONE X AND ZONE \ AE (ZONE AE BASE FLOOD ELEVATION 69). I ' • � 7. THE RIGHT-OF-WAY FOR OCOEE-APOPKA ROAD SHOWN HEREON IS BASED ON THE STATE OF \ FLORIDA DEPARTMENT OF TRANSPORTATION MAINTENANCE MAP FOR STATE ROAD 437 AS \ RECORDED IN S.R. MAINTENANCE BOOK 1, PAGE 70 OF THE PUBLIC RECORDS OF ORANGE COUNTY, FLORIDA. m 8. THE LAND DESCRIPTION SHOWN HEREON WAS PREPARED BY CEMS CONSULTANTS, INC. BASED ON INFORMATION PROVIDED BY THE CLIENT. F 1 NSs•00 00 cm 09, 150 O \ ..2p z m M N Z qs St \ o �� o o a w Ge 40 \ L" N10.17��9 W� F 0 I U_ U. O \ p /gyp lJpp \ O A \PORTION OF NW 1/4 OF NE 1/4 80.35 �+ n Z o \ N IZ OF SECTION 6-22-28 N�g'01 21W _a \ a c0 Lu o 254.7 5, _ \ \ N Z () Z P.O.C. OVERALL PA CEL) w w .� 20 P.O.B. (PARCEL A &� B) � w d \ SW CORNER OF SE 1/4 OF N I z 00\ \ SECTION CORNER AND Z \ \ THE NW CORNER OF NW 1/4 � \ OF NE 1/4 OF SECTION I FENCE 8 \ FENCE CORNER 7.0'W,2.2'N L0 NOT PLATTED FND 5'X5' CM (NO) M 0.1'N, 0.01'E Ei d (CCR N 43869)00 05D OF FENCE" N00'20'43"W 1437.60' W LINE OF NW 1/4 OF NE 1/4 OF SECTION 6-22-28 W LINE OF S 1/2 OF SE 1/4 OF SECTION 31-21-2800;48'40"E N00'48'40"E 1268.43' j� 1155.27' SOO*48'40"W N00'48'40'E 243.59' - - • - - - • - 984.50' N00.20'43"W E LINE OF SW 1/4 OF SECTION 31-21-28•� 4' HOG WIRE FENCE '� r � - - --- - - p PORTION OF SW 1/4 OF SECTION 31-21-28 113.84 FND 5/8" IR (LB1977) E LINE OF NW 1/4 OF SECTION 6-22-28 LOCALLY ACCEPTED 282.33 0.1'N 1.1'W SW CORNER OF NW 1/4 OF NE 1/4 CALCULATED NOT PLATTED OF SECTION 6-22-28 CENTER OF SECTION FND 4"X4" CM (N0#) 0.84' S, 2.63' W w w V � O w w n PORTION OF NW 1/4 OF SECTION 6-22-28 W a d- a0 w rr7 in w Cjd" w i\ vo rn po o d- "7 o N w w � S89'11'46"W w Q �` w LO Nw 000 �� �L`-) nN Lr�co ow n0 o000- N� mod- 0 Q� 24.61' w (0 �� oN o Zn N)0i �0� oN N� Nd-;_d- cfl Zd- Nc>O �� NN w w �� r,0i a Z� LO Zw Z� Z((0 Ztt Otn Z� Z00 Zm �� CN � ��Zt\ ZN Z d- l r� d- ".4- w to O Z c0 o w s w o w o U) Z d' NOT PLATTED i\ 0) 00 O O p 4-0 N � n M 00 �4 00NIZ� Z v- cow Nw cow � � NOT PLATTED _ O d' N � O _� 0 • _ Z O CERTIFICATION: WE HEREBY CERTIFY THAT THIS DRAWING MEETS THE MINIMUM TECHNICAL STANDARDS N O V) 0 O Z FOR SURVEYING SET FORTH IN RULE 61G17-6 OF THE FLORIDA ADMINISTRATIVE CODE ADOPTED BY Z00 ON O� ON Z�' Z Ln Z Ufa Z 0 THE FLORIDA BOARD OF PROFESSIONAL SURVEYORS AND MAPPERS PURSUANT TO FLORIDA STATUTES 472.027. FOR THE EXCLUSIVE BENEFIT OF: FOR THE FIRM BY: EAGLES LANDING, INC. WILLIAM J. BLACKHAM PROFESSIONAL LAND SURVEYOR DATE: FLORIDA REGISTRATION NO. 4334 DATE REVISION NAME CHECKED June Engineering Consultants, Inc. JOB No. BoundGrySur vey J _ " - J 232 S. Dillard Street, Suite 201 Winter Garden, FL. 34787 O� 0363 C Certificate of Authorization 00008507 SHEET # o. Ph. 407-905-8180 Fax 407-905-6232 Eagles Landing DRAWN BY: DATE CHECKED BY: DATE SCALE CLK J114106 RA✓ 3114106 1 " = 100' O F 14 0 Sta. 11 +86.36, 4' Lt. Const. San. Manhole Top 84.93 In v. 75.01 6" Tee w/ O Gate Valves E Sto. 16+73.62 4' Lt. Const, 160 LF 30 Const. San. Manhole RCP ® 0.207o Top 85.84 Const. Fire Hydrant Inv. 76.36 ® Const. 92 LF 8" PVC Const. "No Sto. 11+31.44, Lt., (SDR 35) ® 0.287. Parking" Sign Const. "P-6" Inlet O@ Top 84.86 Sta. 15+77.55, 4' Lt. Inv. 80.32 Const. San. Manhole / Se Connect/Core Bore into Top 86.07 S Manhole Inv. 74.50 © Inv. 76.10 \\ heer Q Sta. 13+73 64, 4' Lt. Const. 202 LF 8" PVC \\ .� R W Line Sta. 10+05.95, 2.4' Rt. Const. San. Manhole (SDR 35) ® 0.28% Proposed San. Manhole Top 85.72 Toy 85.00 Bay Developer) Inv. 75.53 PConst. "Noarking" Sign / \\ \\// // /d" In . 74.40 Const. 186 LF 8 PVC \ \ \ A / / Connect into (SOR 35) ® 0.28% v 1 / �` �` /�c�,' i, \\ \� O \ •;°. � i 9 6 PVC Reuse Water 1 / 1 ! d- \ 6 / � Ma1n ® Gate Valve Gate Valve (if reuse I N I ,i 11 1 07 \ CO �\ [main Is not installed \ C01 I / I 1 / \ const. 6" q. v. w/ I I I{i _ S \ \ blowoff) `r Const. ,.N i ► 1 -� j I O/ Parkin g "'Sign _ ` Q)00- i I /�v- - �<b / / / i / aw S �5 d / \•� Const. Fire Hydrant �! 1 RW \ Const. Reuse Water Service Connect Into 12" PVC / l� - \ \ (Typ., See Detail) Water Main ® Gate Valve (if water main is not installed i l _ �CO const. 12 q.v. w/ b/o►�off) I _ _ _ _ r - _ _ _ -p-,� `o,� 1 `1 i/ \ Const. San. Lateral Const. 179 LF 8" PVC// j,� � � �\ � � \Y k (Typ., See Detail) (SDR 35) 0 0.287*,/'(� � � -- i--__ Const. Water Service Qa - - - ►- j I - (T)p., See Detail) Const. 6" ADS Underdrain (see Detail, Sheet 2) See Sheet 7 '~ ' i � 1 Const. 6" PVC (C900) Const. 36 LF 30" Reuse Water Main RCP ®0.20% Const. 12" PVC (C900) Wafer Main 3 Behind Curb Const. 8" Tee w/ Gate Valves Sto. 11 +31.44, Rt., Const. "P-6" Inlet Sta. 11 +86.44 "A" Street = Top 84.86 Inv. 8039 Sta. 70+ 74. 74 "C" Street Const. 36 LF 30" Const. Valley Gutter RCP 0 0.20% 99 tree M 75 70 m 4 �i ,1 Qi 0 0 N• 3 �r M is M Q (n C> s to M 0 0 N 0 0 N Const. 35 LF 18" RCP 0 0.20% i Const. 6" P�F 00) Reuse Wate O 7 Sta, 18+ 15.00, L t., Const. 322 LF8" PVC / Const. "P-6" Inlet Const. 310 LF 30" Top 85.67 RCP ® 0.20% (SDR 35) ®D. € 8%' �- - ^ / In v. 81.25 Sta. 18+15.00, Rt., Const. "No Parking" Const. "P-6" Inlet Sign Const. 160 LF 36" Top 85.67 RCP 0 0.207* Note: Entrance Install (2) 3" PVC Conduits to Each Island From Each Side of Roadway (3' Deep) 9 Inv. 81.32 O O 6" Tee w/ T I / /� Sto. 19+95.59, 4' Lt. Sta. 22+72. 49, 22.6' L t., Const. San. Manhole � Gate Valves / < Const. J-7 Manhole Const. 115 LF 18 Top 85.90 Top 85.60 RCP 0 0.207. Inv. 77.26 /n v. 80.32 Const. 272 LF 8" PVC (SDR 35) 0.289Const. Crosswalk Striping (T)p., See Detail) R/ W Line Const. "No Parking" Proposed Brick Pavers ign Proposed Keypad for Gate i \ Sta. / 23+90, 44, Lt., Const. "P-5 I nlet Const. San. Lateral .� \ \\ y Top 85.17 (Typ., See Detail) 8 /n v. 80.55 I � �/ // I I / / Directional Bore Reuse Main Const, Water Service (Typ,, See Detail) Under Exist, Pavement (1+60 LF 6" Certa-lok Pipe) See Sheet 9 for Detail Const. Reuse Water Service (Typ., See Detail) 8 I� 6• \ �` \� \` 1 1 td> j \ �� /� C\ Exist. 6" PVC Reuse / / \ 9d� Water Main Const. Fire Hydrant gg i �� Connect into Exist. Reuse Water Main Const. 8" PVC (C900) Water Main S / Behind Curb n : / �� `� \ �� / 6'� ` c'� 3' / 1 Sta. 21 +25. 00, 20. 0' Lt, , Const. P-7 Manhole Top 86.35 Inv. 80.63 �\� �9 G R Const, 155 LF 30" Sto. 22+66.3.3, 6.2 Lt. RCP ® 0.207o Const, San. Manhole 6 li 2 I 8� 61 I Top 85.53 1 In v. 78.02 O Se Sh _ _ ` / � � � Sta. 22f71.03 A Street Sta. 23+90.44, Rt., Sta. 51 + 49. 6,3 „B" Stree t Const. "P-5" Inlet Top 85.17 _ Const. Valle Gutter Inv. 80.68 Y Directiona/ Bore Water Eine Under Exist. Pavement Const. Crosswalk Striping (f60 LF 8" Certa-Lok Pipe) (T)p., See Detail) See Sheet 9 for Detail Const. 24 White Thermoplastic Exist. 15" RCP Stop Bar & Stop Sign Connect into Exist. I (�' Water Main ® Gate v Valve „ O O � N O o Q) Ld W W CL W ,. _ _ 1 + 0.424% i \ -) 0.2409 - 0.240 © DO � 1 II - II Oil 2 II 11 12" Min. 1 I I I 6" PVC Reuse II 12" PVC W.M. Exist. 8 PVC Water Main O O� + Op Q) 90 - 0.3979' 85 TF 0 30" RCP 30" RCP--- '-- _-- '� 16" RCP 80 RW RW RW RW " Min. RW RW RW Ri 12" Ml NN . W R 6" PVC Reuse 75 O OOj µ N N ILOO t� U) N 0) � � Q d' O 00 Ld 10 12 14 17 19 t 0 DATE REVISION NAME CHECKED Pa ving & Utilitlees -- PIGn& Pro file EG_qles LGn dire a 1/26/05 City / County / SJRWMD Comments JAS RAJ 6/27/05 County Comments JAS RAJ 9/30/05 City / County / Comments City / County Comments JAS RAJ 3/2/06 JAS RAJ 10/26/06 City Comments JAS RAJ 70 Wl ,.5 1 g4 5 June Engineering Consultants, Inc. JOB NO .E 232 S. Dillard Street, Suite 201 Winter Garden, FL. 34787 02 OJVG J Certificate of Authorization #00008507 SHEET Ph. 407-905-8180 Fax 407-905-6232 DRAWN BY: DATE CHECKED BY: DATE SCALE Horz. 1 " = 50' CLK 9/9/04 RAJ 9/9/04 Vert. 1 " = 5' OF 14 X y a Const. Valley Gutter ® i Sto. 32+79.36, 8.26' L t., Const. "J-7T" Manhole Top 109.05 © In v. 99.64� Sto. 30+98.02, Lt., Const. "P-6" Inlet Const. 30 LF 18" Top 105.82 RCP 0.2090 E. Inv. 101.26 N. Inv. 10000.00 � Sta. 37+ 63. 49 „B" Street _ Const. 26 LF 18 " , Lt.,' Sta. 32+48.00 » 4 Sta. 87+ 11.16 "D " Street RCP ®0.20% P Const. -5 Inlet C Top 108.61 Const. 8" PVC (C900) Water Main � Sta. 43�+12.25, Lt., Const. P-6 Inlet Const. "No Parking" Sign N, S Inv. 99,70 E Inv. 103.55 3' Behind Curb fi Sta. 38+43.00, L t•, 98.17 Const, Water Service I Const. P-5 Inlet Const. 168 LF 18" In v. 93.61 Const. Fire Hydrant Const. 150 LF 18 / RCP ® 0.20% (}'P•, T See Detail ) Top 108.24 Inv. 103.19 RCP ® 4.4790 Const. Fire Hydrant �' Sta. 30+06. J6, 10' L t. .; � � - - � � I� t t � o O CO _ L� 6 . / / / .1 -I p0 r Sto. 35+ 14. 59, © Sta. 40+ 12. 50 L t. Sto. 42+41. 08 , 8� „ Const. 6 Gate Valve �� - _ _ - £ 6 _ See Sheet 6 Const. San. Top 112.12 Manhole Const, Valley Gutter Sta. 38+66.08, Const, San, Manhole Const. P-5 Inlet Const. Son. Manhole To 100.68 To 98.23 P P & 2" Blowoff Valve _ � ,t-/ 1_ //l I I /-1 -I / , - Inv. 1OZ12 See Sheet 8 To 1OZ04 P In v 96. DO S, N /n v. 95.68 /n v. 92.23 R W Line \ / f / , 5 t I- I / ' / - 1� �� j-' '„/ -- -�-• t -t_`I\ 7`� � + -{ 9• I (`'� {-.,` ' � �h I �\ \ \\ l� \I \ E Inv. 96, 50 � I s',j� '-{--{-__ � {.-'-. L_I_-_ - I _� ---- _ �.- / /// - 10�1 /�_- _ I, ,.- _-j- ► I I , _ I \\ / _ __�----�, LT I 1 I- {_ � ��6 . I _ -1 I I �- I .�. I �''� I \ �F-- � � y. Const. 8" Gate Valve �'�- -5' _ _- ,, /�% / -�'� -- - -__ 8 _ �_�-S�'Lt-==_�`--u----s- ru4-- �' -- -t=--- --� �� & 2 Blowoff Valve �' - - _ _ - - yN►t SL _ _ - _ - _ _ _ - - - .- - . , . Rw SRN - _--- ._ .- - 4 l - . ; �g, - ► - 1WII► • _ - - •A �o Const• 6" ADS Underdrain _ _ - ' "`- - - - - ' , - ' , . /.� �5 - -- _ _ _ RN _ _ _ 36 _ 37� _ '� 38 ' 9 40 '� , , �77 41 - - - _ �E 42 - - ' 43 E - - _ _ - - (T)p„ See Detail, Sheet 2) s c+4 -F - - - = ` J ! , - _�1 ��r - - ,g ----z, - _ - R=-_"_itW• _ _ - - _ - ` R ' - - 9' - `. \ \ f 0/, ' ' ` - - - _ - - - - - _ _ _ -.,- - _ . _ RW _ - W NW R" W RW RW - . - €� -..` • RN flW RW R RW RW �-C ` _ RW -RW_ _ RW - R -R - ' j Co_ -0l Sto. 30+20. 00, _ I Const. Son. Manhole , / _ - - - , - Z 0 � / - I � � L� 12 � t t - t { ''I- t 2 I { I I _ { I z�-�l . I_ -- �i � ; '� � I � �\ I '� O �� _I77 " �� � � � . I J \ � �! . ` ` I ''h I ^��j� C' -- �..-;� _ �� .. ,T � � � ` 1` h,`' ` � ^ i'' 1--- Top 105.89 lnv. 99.89 i t Const. 6 PVC C900 ( ) 1 - - t 1 _ I t- ' _ I _ _ - { I 2� _ { ZU -6 I I �I- 1� t - I _ I - I r, ��' ,`� I I• ,'� - ,'C _I '� - ► -- _ I �- -- ,• Const, No Reuse Water Main i _I__. _ --_ t- 6ZZI ..I I II �, `1 Parking" Sign I Const. 273 LF 8" PVC Const. Reuse Water (Typ., See Detail) Service » Const. 352 LF 8 PVC I 6" Tee w/ Const. 26 LF 15 Const. 300 LF 18" Const. 26 LF 18" SOR 35 ®0.289 ( ) Const. 26 LF 18" (SDR 35) ®3.1690 j� Gato Valves RCP ®0.2090 RCP � D.6990 RCP 0,20.E RCP ®0.20.� Sta. 30+98.02, Rt., Const• San, Lateral Const. 26 LF 15" � 1 ©, Const. "P-6" Inlet 46 0 (Typ., See Detail) RCP ®0.20i Sta. 40�+12.50, Rt., 43+12.25, Rt., To 105.82 P Inv. 101.32 Sto. 32+48.00, Rt., " » Const. P-5 Inlet Const, 6" ADS Underdrain Q Const. P-5 Inlet Top 100.68 Const. "P-6" Inlet To 98.17 P Top 108.61 (Typ., See Detail, Sheet 2) Inv. 96.56 Inv. 93.67 Inv. f03.61 Sto. 38+43.00, Rt., "P-5" Const. Inlet Top 108.24 Const. 375 LF 8" PVC 6" Tee w/ Inv. 103.24 (SDR 35) ® 1.009' Gate Valves �I Sta. 32+92.69, Const. Son. Manhole Top 109, 60 In v. 99.12 9 9 9 9 - _gee N O 0 0 LO M O - --- - - - - -- ------ --- � o 0 0 0 o _ __. O4:1 �' 13 + 1.0009° 110 ��� 110 ��71 \� ---- ''' .� 3'000q ® O ¢¢8Cg O O 105 - 0,30090 4b M o 1 � o o o 0 105 a0 12" PVC .M. \` -I- O 100 O O Op O Op 'QC,o � � 100 18" RCP V- 1 `� `� `� 0.300i CL W+ W 'I- W CL W 12 Min. --------- K O ...-- 95 0 LO 00 .� tt� O 0 O O� o O O 0 95 0 o rn o 0 P 18" .� 00 00 00 co 0 0 .� ao 00 rn 00 0) 0o v A o o u7 r�o 24"RCP V .� .� .�� .�� V.O uj N V� .� Vertic Curve 'I' OO Z O OO 0 o�O 0 0 a0� 0 �' ►� O O O O O L= , 10o Q1 NO W 'I� W �- W+ W W CL W+ W+ W -I- W W V V- o O V- V- ti O O O N cZ o� 90 ct�,+w+W+�uQ.W N + O0O O ornoad+ao Oa0O�Z 90 Vertic Curve Vertic Curve C N � W+ W+ W �' W W L = 100' L = 100' Vert/c Curve Vertic Curve L = 100' L = 100, � O N OO O O O N O a0 Ld Q) �p O � O N N O O O O . 0 1 2 3 4 5 6 7 8 9 0 1 2 3 4 DATE REVISION NAME CHECKED Pa vih a & Utilities June Engineering Consultants Inc, % JOB N0. o 2 0363 1/26/05 City / County / SJRWMD Comments ' JAS RAJ 232 S. Dillard Street, Suite 201 Winter Garden, FL. 34787 SHEET 9/30/05 City / County / Comments JAS RAJ �Q,► Pro file Play C Certificate of Authorization #00008507 3/2/06 City /County Comments JAS RAJ CX► /�► /•�r/�•� din E�.,/ es Lt,I / / Ph. 407-905-8180 Fax 407-905-6232 5 10/26/06 City Comments JAS RAJ DRAWN BY: DATE CHECKED BY: DATE SCALE Horz. 1 " 50' = _ql CLK 9/9104 RAJ 919/04 Vert. 1 " = 5' OF 14 Const 190 LF 24" RCP ® 1.8390 Sta. 45+55.00, 15.5' L t., Const. "P-7" Manhole Top 101.60 In v. 93.12 Const. 243 LF 24" RCP ® 0.20X C6 _' G1 RW RW - _ _ C 11,r- -I l�- --�log Const. 400 LF 8" PVC (SDR 35) a a 28x DOR ° 100 95 90 :/ UP 0 Sto. 48+ 12. 39, 15. 5' L t., Const. "✓-7T" Manhole Top 94.90 Inv. 87.60 Const_ 64 / F 74 v Sta. 46+41.08, Const. San. Manhole Top 100.50 Inv. 91.11 Const. 189 LF 8" PVC (SDR 35) ® 2.059' Const. 6 ADS Underdrain - (Typ., See Detail, Sheet 2) "B " S t 24" RCP S�ee� Const. 49 LF 8" PVC (SDR 35) @ 0.869 l ,f / CO Sta. 48+30.00, Const. San. Manhole Top 93.91 Inv. 87.24 Const. 26 LF 18" RCP ® 0.209 �—Sta. 47+46.01, Rt. Const. 1✓-5" Inlet Top 97, 04 Inv. 90.06 —Const. 154 LF 18" RCP ® 4.189 Sta. 49+30.61, L t., Const. "P-5" Inlet Top 90.56 In v, 84.06 Const. 26 LF 24" Const. 34 LF 24" RCP ® 0.207, RCP 0 0.20% Const. 278 LF 8" PVC ® (SDR 35) ® 1.78X Sto. 48+93. 84, 15. 5' L t., Const. "J-7T" Manhole / / �' Const. Fire Hydrant Top 9 1. 88 Inv. 84.13 / /; Const. Crosswalk Striping (See Detail) eet See Const. 50 LF 24� RCP 06.99 V I' I I } .'�� I RW (RWf / RW w _� II f b,�iII 0 0 o o co co co co Ico co Co Cb Q, J I R) i f II jJ 41 P Cn IN II• O l Cb See Sheet 4 Const 238 LF 30" Sto. 48+79.00, RCP @ 1.3490 Const. San. Manhole Top 92.20 Const. 1'124" White Thermoplastic Inv. 82.99 Stop Bar & Stop Sign Const. 6" ADS Underdrain II (Typ., See Detail, Sheet 2) Const. 6" PVC (C900) Reuse Water Main Sto. 49+30.61, Rt., Sta. 51 + 49. 63 "B" Street = Const. "P-5" Inlet Top 90.56 Sta. 22+ 71.03 "A" Street Inv. 84.00 k� i. ree t ' "B" Street rN o o� o Q W ® v�---- — — — — — — — — — — — 6" PVC Aeuse 34gbg �` tl O � I N � � � N RCA O ° 4 `J��o l` Q Q o Q Q '� oo�0 Q Q Q Q 8 C,o �t W W W W W 24" RCP Vertic4 Curve L =I 100' 6" JVC Ret. 12" � �O tp N O �i- 0� o o LO pip Q. X "I Min. 6' PVC Reuse 6' Min. 105 1 115 goo »o 95 105 • IM W 3' Behind Curb 99 99 Street oQ O bi`� 115 S�� cl- W 110 18 A. RCP � O Q 4 4 11�1 46 47 48 L 9 D 1 DATE REVISION NAME CHECKED 1/26/05 City / County / SJRWMD Comments JAS RAJ 9/30/05 City / County / Comments JAS RAJ 3/2/06 City / County Comments JAS RAJ 10/26/06 City Comments JAS RAJ Paving do Utilities — Plan <3c Pro file Eagles Landing 0 0 0 105 O s: Q- 100 Ira Rah. I 95 I 0 41 2 3 June Engineering Consultants, Inc. JOB NO. 232 S. Dillard Street, Suite 201 Winter Garden, FL. 34787 02 0363 Certificate of Au Authorization #00008507 SHEET Ph. 407-905-8180 Fax 407-905-6232 6 DRAWN BY: DATE CHECKED BY: DATE SCALE Horz. 1 " = 50' CLK 919104 RA✓ 919104 1 Vert. 1 "' = 5' OF 14 0 Sta. 63+83.00, L t., Const. "P-5" Inlet Top 96.27 & W Inv. 90. 21 N Inv. 92.21 Const. 26 LF 15" RCP ® 0.20% Const, 176 LF 18"� RCP 0 3.547* Const. 292 LF 8" PVC - (SDR 35) ® 3.05% Q Sta. 63+83.00, Rt., Const. "P-5" Inlet Top 96.27 In v. 92.27 ..„ vConst. 53 LF 8" PVC (SDR 35) 0 2.307. "C aJ Const. 150 LF 24" RCP ® 1.51% Sto, 65+30. 34, 15.5' L t.' Const. "✓-7" Manhole Top 92.94 Inv, 87.94 Const. 47 LF 24" RCP 0 2.027. / f \ Sta. 65+71.58, 15.5' L t., Const. "J-7" Manhole Top 9 1. 99 / In v. 86.99 \ \ 0) • \ 1 \ I l6' Sto. 65+69. 68, Sheet Const. San. Manhole This Top 91.84 See In v. 84.84 Const. Fire Hydrant trc;s t Sta. 67+45.02, 15.5' Lt., 6" Tee w/ Const. "J-7T" Manhole Gate Valves Top 89.04 In v. 83.29 Const. 6" PVC (C900) Sta. 67+ 34. 69 "C" Street = Reuse water Main Sta. 80+ 00. 00 "D " Stree t Const. 90 LF 8" PVC (SDR 35) ® 1.387. Const. 54 LF 24" RCP 02.40% Const. 208 LF JO" Oa RCP ® 1.00% Sta, 66+93.00, L t. " Const. P-5 In/etr\ Top 89.65 I I I I Sta, 68+25.00, In v. 84.59 \ 1 I \ Const. San. Manhole Const. 26 LF 18 - I I Top 86.38 RCP ® 0.20% --- L Inv. 79.92 Const, 122 LF 24" �•� \ �.- - �. RCP ® 1.977- �� _ �/ ul Sta. 69+60.00, L t. ` Const. "P-5" Inlet R RW �� N /��� Top 86.38 p . \ In v. 80.64 67 �. �6'y% Z. Const. 90 LF 30" RCP ® 0.20% --- _ \ Const. 24" White Thermoplastic Const. 164 LF 8" PVC - CD - f �� \ \ Stop Bar & Stop Sign (SDR 35) ® 2.24% 10. �46' _ ` < ` �� \ �• �� �\ 1 f4 �� ski See Sheet ObOL N, Sta. 66+93.00, Rt., Const. "P-5" Inlet Top 89.65 f f RIKLIne Inv. 84.65 O Rw f I i f Sta. 70+4& 19, 21. 3' L t., Const. "J-7T" Manhole Sta. 67+34.69, s, V Top 85.33 Const, San. Manhole ��, - �• �. �� \ Rw Rw Top 88.96 461. s Q p 1 I \ 70 Inv. 80.46 In v. 81.16 c�� I \ \ T T I Const. Valley Gutter Const. 8" PVC (C900) Water Main 3' Behind Curb ` I \\ I i I i ICO Sta. 70+ 74. 74 C Street i Const. 118 LF 8" PVC I I 9 Sta. +86.44 "A " Street (SDR 35) 01.41% � � � I i � . I 171 I I Const. Crosswalk Striping Const. 6" ADS Underdroin (Typ., See Detail, Sheet 2) �' See Sheet 4 (See Detail) Sta, 69+47.36, Const. San. Manhole Const. 131 LF 8" PVC Top 86.36 (SDR 35) @ 2.47% In v. 78.25 Const, 26 LF 15" RCP ® 0.207o Sto. 69+60.00, Rt. Const. "P-5" Inlet Top 86.38 In v. 80.70 99 99 Stree 0 o� 100 a 100 95-, 1` Ln O 95 Q. 90 Rcp ® 90 Oa 1.2229' 6" PVC ReuseQL Ob S S 85 s1 6" Min. 85 © 30" RCP 6" PVC Re se 80 12" PVC W.M. 30" RCP 12 W.M. 80 l 6" Min, 75 75 o vim, rn rn rn 0)00 00 o`0 00 3 64 q6 q7 1 08 49 D DATE REVISION NAME CHECKED PG ern g �c Utilities _ June Engineering Consultants Inc. J g g JOB NO. 1/26/05 City / County / SJRWMD Comments JAS RAJ _ _ 02 0363 9/30/05 City / County / Comments : JAS RAJ Plan & Pro file 232 S. Dillard Street, Suite 201 Winter Garden, FL. 34787 C Certificate of Authorization #00008507 SHEET 3/2/06 City /County Comments JAS RAJ [G_qles Lan din g Ph. 407-905-8180 Fax 407-905-6232 7 0/26/06 City Comments JAS RAJ DRAWN BY: DATE CHECKED BY: DATE SCALE L Harz. 1" = 50' CLK 9/9/04 RAJ 9104 // V r " - ' e t. 1- 5 OF 14 c tn N O� t0 G O N rl G1 3 v ad M is M C M 0 M O M 0 0 �o� N In L of 0 N M 3 -o 91 ro M i 0 0 0 N 0 0 0 Sight Disto1ce = 750' E10 Co ' St. 5' Conc. Sidewalk Const. Segmented (as part of the infrastructure) Retaining Wall =i Right —of —Way to be Con s t. 6' Brick Wall � Q Dedicated Eagles Landing subdivision Const. Type "D" Inlet i w/ "J" Bo t tom 10' Landscape / Wall See Top 120.00,. Easeen t Sheet 6 In v. 96.50 Z m 1-9( Z_ .11 /--/—/19— IA t \ y. .... .•i.T ,,.4.•• . tl'. t ' i 'y Lt. ♦ tt: ' >" tr W ..�/_ fib^ , — _ ���l7— , _ �" ' 7� >- _ Double ,q �! ! — _— _ �i 6„ Double - �� l / / _��`� Q i _ .' 6 a Yel/o v� i — _sir Yel%w - l 0,' 1z 7/7:--:7: - — — — 77 l 1 r, > it r '>. l .. 1 J —. ' eJ+c &Z G/Z CZ Z > VZ 9 r L. 4 G L 25' \ Exist. Edge of 18 Yellow7 50 Taper Solid White Turn Pavemen t 40' o. c. Arrow (Typ.) R/W Line 6 Solid White 420' Taper L 1 = 125L2 = 225' Qmin = 100' Const. 8" PVC (C900) — Reuse Water Main Const. 8" Gate Valve Directional Drill 8" HOPE—J Reuse Water Main Under CR 437 Const. 8" Gate Valve w/ 2" Blowoff Valve Const. 1' S-3 Asphaltic Concrete Overlay (Provide Leveling Course Exist. as Necessary) Exist. 35' Future Right -of -Way RIW 25' 30' R/W 5' Sidewalk 2' Flat Area Varies 4' 6' 12' 12' 6' 4' varies See Plan Sodded Shoulder See Plan �Pvmt. 4 4 Sawcut Exist. Pavement 1' Overlay Including Striping Min, 1.5" 5-1 Aapholt (2 Lifts) Note. 10' Soil Cement Base Corse Compacted Seed & Mulch All Disturbed to 98X Max. Density (AASHTO T-180) Areas Within Right -of -Way 12" Stabilized Subgrade (75 psi FBV) Compacted to 98% T-180 or LBR=40 (Facing North) (Ocoee -Apopka Road) T YPICAL PA VEMENT WIDENING SECTION N. T.S. Safe Sight = 750' Limits of Overlay Limits of Over/ay to Remain Ocoee —Apopka Road (CR 4,37) DATE REVISION i NAME CHECKED 1/26/05 City / County / SJRWMD Comments !; JAS RAJ 6/17/05 County Comments JAS RAJ 9/30/05 City / County / Comments JAS RAJ 3/2/06 City / County Comments JAS RAJ 4/5/06 County Comments JAS RAJ Offsite Impro vem en ts Plan do Profile Eagles Landing Posted Speed = 50 mph Design Speed = 55 mph See 2002 FDOT Index 301, 526 Sheet Notes: 1. Sidewalks along Ocoee -Apopka Road and Westyn Bay Blvdshall meet the ADA requirements for placing handicap ramps at the entrances. All handicap ramps shall conform to FDOT index No. 304. 2. Ali striping shall conform to FDOT index No. 17346 and shall be thermoplastic with reflective pavement markers. S. Turn lanes were designed based on a design speed of 55mph. 4. Use FDOT Index 526 , Sheet 2 of 8 for roadway transitions, design speed = 55mph, center widening. 5. Use FDOT Index 301 for turn lanes, design speed = 55mph. 6. The existing utilities have been field verified. l June Engineering Consultants, Inca JOB NO. ? C232 S. Dillard Street, Suite 201 Winter Garden, FL. 34787 02 O`�6 � Certificate of Authorization #00008507 SHEET Ph. 407-905-8180 Fax 407-905-6232 DRAWN BY; DATE CHECKED BY: DATE SCALE Horz. 1" = 40' '9 G CLK 815103 RAJ 8/5103 Vert, 1 " = 5' OF 14. �o� € IInlet GENERAL NOTES Fillet Each Back Corner (Inlet Top Type 6 1. The finished grade and slope of the inlet tops are to conform with the finished cross Required When Round Symmetrical About slope and grade of the proposed sidewalk and/or parkway, G No. 5 Bars 2'-0" 1 -6" 1011" Bottom Or Riser Us 2. When inlets are to be constructed on a curve, refer to the pions to determine the, radius o q Ym U g P P P Y• 0 5" Ctrs, 31" 6" 6" 6" No. 4 Top Bars (�" Q 12" I A and, where necessary, modify the inlet details accordingly. Bend steel when necessary. (Provide Horiz. No. 4 Bottom rF I #4 0 6" o.c. P Hoak On Throat 6" 6" 6" Slope To Match Adjacent Curb With 2" Top Radius #5 a 5" O.C. 3. All reinforcing steel shall hav�1" minimum cover unless otherwise shown. inlet tops shall End Of Top Bar I And " Bottom Chomfert r Radius g" _ - , o be either cast -in -place or precast concrete. INormal 6" Or 9" - I i `� '"� 12" Gutter - iy 4. Precasting of this inlet top will be permitted. Precast units shall conform to the dimensions o (^� Line B w I B shown or in accordance with approved shop drawings. Request for shop drawing approval t _ I shall be directed to the Stoke Drainage Engineer. t— Inlet —! 5. Concrete meeting the requirements of A.S.T.M. C 478 (4,000 P.S.I.) may be used in lieu c _ Sq 0 e I ( 1 1 i I of Class - concrete for precast units, manufactured in plants which are under the Standard 0 0 ,� D I I I Operating Procedures for the inspection of precast drainage products. U vi 0 3 0 4 Bars 6. The corner fillets shown for rectangular throats are necessary only when throats are to be m'E a ®6" Ctrs. �I'I - P j -'— --€ used in conjunction with circular inlet bottoms or when used on skew with rectangular • o •- Corner Fillet (See Note 6.) Q A inlet boxes. EI Z 0 Na —� _ 0) o ( I� 3" 16"1 S'-0" I6"1, 3'-6" 16"I 3" 7. For inlet bottoms see Index No. 200. f o m a I No• 4 6" Ctrs. Horiz. fttiit T _ I_ -I 6 c Chomfe �_ 10'-6" 8. These inlet tops are designed for use with standard curb and gutter Type E and Type F. _ { a 3 6" o. 4 Diag. Bars 3'-6" " 6� No. 4 0 8" Ctrs. Vert. Locate outside of pedestrian crosswalk where practical TOP VIEW Sidewalk I Inlet Box Or Rise 9. See Index 201 for supplemental details. 10. All steel used for frame and cover shall meet the re (� AD/tcho Ditch (Steel Cover Shown) r q As 8e & Gutt As Curb & Gutter 11. Either cast iron covers or steel covers may be used. Iron covers shall be Class No. 30 ---'- SECTION AA Curb To Paid For Limits Of Inlet Construction To Be Paid For requirements of ASTM A-36• F.L. Of Gutter `t I castings in accordance with ASTM A-48. f I 10. 12• When Alternate "G" Cover is specified in plans either the cost iron cover ��IIIIIIIIIIIIIIillllllllllll\ Curb&Gutter�IIIIIIIIIIIIIIIIIIIIIf�� Curb & Gutter l 1,_6, <o 0 ID 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. 3' Partial Inlet Completed Inlet Ditch Bottom Inlet I d 13• Inlet to be paid for under the contract unit price for Inlets (Curb}4Type ), Each. " 3'-0° 8'-0" 2'-6" 3'-0" Gutter Transition Gutter Transition Protection Around Inlets or Similar Structures SECTION BB n1 C (Curb inlet Top Type 6 Symmetrical With Left Half) INLET TYPE 5 r)pe A or B Fence Note: Bales to be Stacked at the gil ,.• 6" 6" 1i No. 4 Top Bars Direction of the Engineer. Intermediate Bar �J / No. 5 Bars " No. 4 Bottom Bars (Discontinued When / J / 0 5" Ctrs. Loose Soil Placed by Shovel and Space Between Adjacent Lightly Compacted Along Upstream Longitudinal Closer I ` Than 8" Centers) Face of Bo/es. n N Bales Backed b Fence SECTION PP ` 6 y ,� 1-6 ro Theo. Gutter a, Grade �n TOP MODIFICATION FOR TYPE E CURB SECTION QQ ( Per F. D. 0. T. Index No. 102) CROSSWALK DETAIL EROSION PROTECTION DETAILS N. T.S. N. T. S SKETCHS SHOWING FRAME SEAT AND THROAT RECESS CURB INLET TOPS TYPES 5 & 6 &inyi Sheathed EAW Steel Cable (9800 Lbs. Breaking Strength) With o Slotted PVC Connector Pipe Galvanized Connectors (Tool Free Disconnect) Closed Cell Solid Plastic Foam (Metal Collar Reinforced) Closed Cell Solid Plastic Foam Flotation (6" Dia, Equiv.) (12 Lbs. Flotation (8" Dia. Equiv.) (17 Ibs, Per Ft. Buoyancy) Post (Options: 2" x 4" Or Per Ft. Buoyancy 1.33Min. Dia. . Min.) Wood; i Steel 6' Max. fgPolypro Rope 18 Oz. Nylon Reinforced �18 Oz. Nylon Reinforced O `18 Oz. Nylon Reinforced (600 Ib. Breakin PVC Fabric (300 psi Test) PVC Fabric (300 psi Test Strength) Stress Plate PVC Fabric (300 psi Chain a Test) With Lacing Grommet J"Golvonized Choi 2 j o TYPE ti^ TYPE N Z' o DI =5' Std. (Single Panel For Depths 5' or Less), o _ D2=5' Std. (Additional Panel For Depths 5'). Curtain Reach Bottom Up To Depths Of 10 Feet. STAKED TURBIDITY BARRIER Two(2) Panels To Be Used For Depths Greater Than 10 Feet Unless Special Depth Curtains Specifically Called For In The Plans Or As Determined By The Engineer. Post (Options: 2" x 4" or NOTICE: COMPONENTS OF TYPES AND -- MAY BE SIMILAR OR IDENTICAL 2 f/2" Min. Dia. Wood- Steel TO PROPRIETARY DESIGNS, ANY INFRINGEMENT ON THE PROPRIETARY 1.33 Lbs./Ft. Min,) S' max. ( RIGHTS OF THE DESIGNER SHALL BE THE SOLE RESPONSIBILITY OF Filter Fabric (In THE USER. SUBSTITUTIONS FOR TYPES N AND -- conformance With SHALL BE AS APPROVED BY THE ENGINEER. a sea. Bes FDOr spec) FLOATING TURBIDITY BARRIERS o LEGEND GENERAL NOTES E/eVOt%On �p0 0� 1. Floating turbidity barriers are to be paid for under the �o Proposed Toe Of Slope • Pile Locations contract unit price for Floating Turbidity Barrier, LF. Dredge Or Fill Area 2. Staked turbidity barriers are to be paid for under the contract 7 o No Placement of Material, Mochinory, Temporary Soil ( � 11 f � � -a Mooring Buoy w/Ananor unit price for Staked Turbidity Barrier, LF. �t� Existing Deposits or Additional Fill or Asphalt Pavement for Drip Line I I µ,rr Causeway , µ Anchor Vehicular Circulation Shall be Placed any Closer to I I Barrier Movement Due any Tree Than The Drip Line, No Attachments of Wires I �- a To Current Action Except Protective Guide Wires Shall be Attached to any Tree. Share Line no Change of Grade More or Less Than 6 Inches May be Made Within the Drip Line of a Tree Unless opt;ano/ Post Positions Shown on the Approved Site Development Plan. 2 x 4 Fence �y'?�a°\ 'p0a� mm° Principle Post Position ( 5 Shore Line Limits Of Canst. (Canted 20' Toward now) ♦ • i • • Ater Fabric ( Current Limits Of Cons . Shore Line Silt now Structure Alignment Orange Plastic Mesh Fencing Turbidity Barriers Note: Section NOTES: Turbidity barriers for flowing streams and tidal 1. Turbidity barriers are to be used in all permanent bodies of water regardless of water depth. creeks may be either floating, or staked types or any combinations of types that will suit site 2. Number and spacing of anchors dependent on current velocities, conditions and meet erosion control and water quality requirements. The barrier. type(s) will At Time of Construction Note: Silt Fence to be Paid for Under the Contract Unit Price for Stoked Silt Fence (LFJ. 3. Deployment of barrier around pile locations may vary to accommodate construction operations. be at the Contractors option unless otherwise specified in the plans, however payment will 4. Navigation may require segmenting barrier during construction operations. be under the pay item(s) established in the T YP/CAL TREE PRO TEC T/ON TYPE //i SIL T FENCE plans for Floating Turbidity Barrier and/or 5. For additional information see Section 104 of the Standard Specifications. Staked Turbidity Barrier. Posts in staked turbidity barriers to be installed in vertical N. T.S. N. T.S. position unless otherwise directed by the Engineer. TURBIDITY BARRIER APPLICATIONS DATE REVISION NAME CHECKED JAB N0. 1/26/05 City / County / SJRWMD Comments JAS RAJ Site DetG#S I June Engineering Consultants, Inc. — 232 S. Dillard Street, Suite 201 Winter Garden, FL. 34787 02 0363 0 CCertificate of Authorization 00008507 SHEET LGnding Ph. 407-905-8180 Fax 407-905-6232 Eagles DRAWN BY: DATE CHECKED BY: DATE SCALE CLK 919104 RAJ 919104 N, T• S. OF 14 t 'i W1 SIZE OF PIPE i COMMON FIL Mz " UNDISTURBED /�: J INOTE 0 0 r NO TES: 1, PIPE BEDDING.SELECT COMMON FILL COMPACTED TO 959 OF THE MAXIMUM DENSITY AS PER AASHTO 1--180. 2. TRENCH BACKF/LL• COMMON FILL COMPACTED TO 9590 OF THE MAXIMUM DENSITY AS PER AASHTO T-180. 3. PIPE BEDDING UTILIZING SELECT COMMON FILL OR BEDDING ROCK IN ACCORDANCE WITH TYPE A BEDDING AND TRENCHING DETAIL MAY BE REQUIRED AS DIRECTED BY THE COUNTY. 4. (11). 15" MAX. FOR PIPE DIAMETER LESS THAN 24, AND 24" MAX. FOR PIPE DIAMETER 24" AND LARGER 5. WATER SHALL NOT BE PERMITTED /N THE TRENCH DURING CONSTRUCTION. 6. ALL PIPE TO BE INSTALLED WITH BELL FACING UPSTREAM TO THE DIREC77ON OF THE FLOW. 7. REFER TO SECTION 325 OF THE MANUAL FOR 5HEE77NG AND BRACING IN EXCAVATIONS. B. FINAL RESTDRATION IN IMPROVED AREAS SHALL BE IN COMPLIANCE WITH ALL APPLICABLE REGULATIONS OF GOVERNING AGENCIES. SURFACE RESTORA77ON WITHIN ORANGE COUNTY RIGHT-OF-WAY SHALL COMPLY WITH REQUIREMENTS OF RIGHT-OF-WAY U17LIZ47ION REGULA7ONS AND ROAD CONSIRUCTION SPECIFICATIONS TYPE B BEDDING AND TRENCHING DETAIL UWAI fI&P Water.1k:pnuation (1) Horizontal Separation Between Underground Water Mains and Sanitary or Storm,. Wastewater or Stormwatcr i+orce Maus, Reclaimed Water Pipelines, and On Site Sewage Treatment and Divpoxil Sy.�ems. (a) New or relocated, underground water mains shall he laid to provide a horizontal distance of at least three: fetal betwexm the outside: of the water main and the outside of any existing or proposed storm sewer, stormwater force main, or pipeline conveying reclaimed water regulated under Part Ill of Chapter 62-610, V A.C. (h) New or relocated: underground water mains shall he laid to provide a horizontal distance of at least three feet and preferably ten foot between the outside of the water main and the outside of any existing or proposed vacuum -type sanitary sewer. (c) New or relocated, underground water mains shall be laid to provide a horizontal distance of at least sit feet; and preferably ten feet, between the outside of the water main and the outside of any existing or proposed gravity -or pressure -type sanitary sewer, wastewater force main, a pipeline conveying reclaimed water not regulated under Part Ill of Chapter 62-610,1- AC. The minimum horizontal separation distance between water mains and gravity -type sanitary sewers shall be reduced d to time feel where the bottom of the water main is laid at least six inches above the top of the sewer: (d) New or relocated, underground water mains shall be laid to provide horizontal distance of at least ten feet between the outside of the water main and all parts of any existing or proposed "on -site sewage treatment and disposal system" as defined in Section 381.0065(2), F.S., and Rule 64E-6.002, F.&C. (2) Vertical Separation Between I Jndergound Water Mains and Sanitary or Steam Sewers, Wastewater or Sttamwaler Fore Mains, and Reclaimed Water Pipelines. (a) New or relocauxl, underground water mains crossing any existing or proposed gravity -or -vacuum -type sanitary sewer or stoma sewer shall he laid so the outside of the water main is at least six inches, and preferably 12 inches,. above or at least 12 inches below the outside of the other pipeline. However, it is preferable to lay the water main above the other pipeline. (b) New or relocated, underground water mains crossing any existing or proposed pressure -type sanitary sewer_ wastewater or stormwater face main, or pipeline conveying reclaimed water shall be laid so the outside of the water main is at least 12 inches above or below the outside of the other pipeline. However. it is preferable to lay the water main above the other pipeline. (c) At the utility crossing described in paragraphs (a) and (b) abo vc. one full length of water main pipe shall be cente" above or below the other pipeline so the water main joints are at least three feet from all joints in vacuum -type sanitary sewers, storm sewers, awrmwater force mains; or pipelines conveying reclaimed water regulated under Part III of Chapter 62-610, FA.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 TIT of Chapter 62-610 F.A.C. (3) Separation Between Water Mains and Sanitary or Storm Sewer Mantwltu (a) No water main shall pass through. a come into contact with, any part of a sanitary sewer manhole. (b) Effective August 28, 2003, water mains shall not be constructed or altered to pass through, or come into contact with, any part of a storm sewer manhole or inlet Idruclure. Where: it is not wchnicaliv feasible or econtnrically wrisihle to oxsnply with this nsquirament (i.e., wheat.: those: is a conflict in the routing of a water main and a sturm sewer and where alternative routing of the water main or the Morn sewer is not technically feasible or is not economically sensible), the Department shall allow exceptions to this requirement (i.e., the Department shall allow construction of conflict manholes), but suppliers of water or persons proposing to construct conflict manholes must fast obtain a specific permit from the 1k parimcm in accordance with Part V of this chapter and must provide in the preliminary design report or drawings, ,Tccifrcalio rc , and design data accompanying their permit application the fallowing inftrmatitm: 1. Technical or economic justiication for each conflict manhole. 2. A statement identifying the party responsible for maintaining each conflict manhole. 3. Assurance of compliance with the design and construction requirements in sub -subparagraphs a. through d. below. a. Each water main passing through a conflict manhole shall have a flexible, watertight joint on each site of the: manhole to accommodate dif7'cruntial :x:Wing between the main and the manhole. b. Within each conflict manhole. the water main passing through the manhole shall be installed in a watertight casing pipe having high impact strength (i.e._ having an impact strength at least equal to that of 0.25-inch-thick ductile iron pipe). c. Each conflict manhole shall have an access opening, and shall be sized, to allow for easy cleaning of the manhole. d. Grutings shall he installed at all storm s wer inlets upstream of each conflict manhole to prevent large objects fsmi entering the manhide. (4) Separation Between Fire Hydrant Drains and Sanitary of Sturm Sewers. Wastewater or Stormwater Force Mains, Reclaimed Water Pipelines, and On -Site Sewage Treatment and Disposal Systems. New or relocated fire hydrants with underground brains shall be located so that the drains are at least three feet from any existing or proposed storm sewer, stormwater face main, or pipeline conveying reclaimed water regulated under Part III of Chapter 62-610, FA.C.; at least three feet,_ and preferably ten feet, from any existing or proposed vacuum type sanitary sewer. at /cast six feel and preferably ton fecL . from any existing or proposed gravity-cr press urertypc sanitary sewer. waste waleafiiiw main, or pipeline conveying reclaimed) water not regulated under Part III of Chapter 62-610, F.A.C.: and at least ten feet from any costing or proposed "on -site sewage treatment and disposal system" as defined in Section 381.0065(2), F.S., and Rule 64E-6.002, FAC. LOCATION OF PUBLIC WATER SYSYEM MAINS IN ACCORDANCE.WITH F.A.C. RULE 62-5553,1 Othcr Pipe. Horizontal Separation Crossings {1) Joint Spacing @ Crossings Full Joint Centered Water Main 0 Water Main Alternate: 3 ft. minimum i2 inches is the minimum' Water Main Storm Sewer, 3 ft. minimum except for storm sewer, then Starmwater Force. Main, Reclaimed Water (2) 6-inches is the minimum and 12 inches' is preferred n Water Main Altemate 3 ft. rn'niml inWater ~ Vacuum Sanitary Sewer 10 ft. preferred 3 ft. minimum 12 inched preferred 6 inches minimum Water Main Alternate 6 f . minimum Water Main Water Moin--- ► Gravity or Pressure Sanitary Sewer, Sanitary Sewer Force Maio, ry 10. ft. preferred 6 ft. minimum (3). 12 inches. is the minimum, except for gravity sewer, (hen 6 inches is the minimum:and Water Main Reclaimed Water (4) 12inchcs is preferred On -Site Sewage Treatment& Dis osai 5 stem Iq ft,.minimum -- - (I) Water main should cross above other pipe.. When watermain must be below otherpipe, the minimum separation is 12 inches. (2) Reclaimed water regulated_under Part ell of Chapter 62-610, F.A,C, (3) 3 ft. for gravitysanitary sewer where the bottom of the water train is laid at least inches above the top of the gravity sanitary sewer. (4) Reclaimed water not regulated under. Part III of Chapter 62-610,; F.A,C. Widslaer-Thin dotonieat 4 Frovioed far yoor to"vtaleace only. Plena"fer to F.A.C. Raledl1"314rar rldlti"d6e""itrodb"requlreme"Ir. CROWN TRENCH IN UNIMPROVED AREAS TRENCH WIDTH VARIES 3" MIN.) SEE TYPE B W SIZE OF PIPE EDDING D TRENCHING DETAIL FOR OTHER RESTORATION.) : `FINISHED r / ' SEE NOTE 4 N i lox cW`'n COMMON FILL ;�\ .: ' PIPE O:D. - '- T N 12" (TYP.) SELECT COMMON z ^ COMMON /� L.SELECT FILL m z FILL BEDDING ROCK 4, ° a w w .a it PIPE BEDDING i. (SEE NOTE 8 dt 9) / ��/� UNDISTURBED EARTH NOTES: 1. PIPE BEDDING: SELECT COMMON FILL COMPACTED TO 957. 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 COUNTY. 4. (*): 15" MAX. FOR PIPE DIAMETER LESS THAN 24", AND 2e 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 COUNTY. 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. COUNTY SHALL DETERMINE IN THE FIELD REQUIRED REMOVAL OF UNSUITABLE MATERIAL TO REACH SUITABLE FOUNDATION. TYPE A BEDDING AND TRENCHING DETAIL N. T, S METALLIC LOCATING WIRE FINISHED GRADE s WATER OR FORCE LOCATING1" MAX. METALLIC M NOTES: 1, PVC PIPE SHALL REQUIRE INSULATED METALLIC LOCATING WIRE (10 GAUGE COPPER) CAPABLE OF DETECTION BY A CABLE LOCATOR 2. AND SHALL BE BURIED DIRECTLY ABOVE THE CENTERLINE OF THE PIPE. LOCATING WIRE SHALL TERMINATE AT THE TOP OF EACH VALVE BOX 3. AND BE CAPABLE OF EXTENDING 12" ABOVE TOP OF BOX IN SUCH A MANNER SO AS NOT TO INTERFERE WITH VALVE OPERATION. USE DUCT TAPE AS NECESSARY TO HOLD WIRE DIRECTLY ON THE TOP OF THE PIPE. OCA TINGWIRE DETAIL PIPE L N• TS. DIMENSIONS AND QUANTITIES See Genera! Note No. J. See Sheet 5 Of 6 For 3" Slab Quantities D X A 8 C E F G M N 5P'CONCRETE SLAB ICY), 17 SODDING (SO. YDS.) Single Double Triple Quad. Single I Double Triple Quad. Single Double Triple Ouad. Pipe Pipe Pipe Pipe Pipe Pipe Pipe Pipe Pipe Pipe Pipe Pipe 2s� Sloe 15. 2'-7- 1.92 2.18, 4 10' 2.06' S I.22 4.63 7.21 9.79' / . 1.19' 0.38 0.58 0.77 96 21 24 27 30 1.97 .7 471' 6 l.4/ 4,92 T.75 --Y.92 /0.58 /3.42 / 0" '65 7 l 25 / 3' 5" 2.06' 3.85' S.91' 3.56 T 1.73 5.50 /2.33 /5.75 1.25' 0.54 0.83 1.12 1.42 24 28 32 35 301, 4'-3" 2.15, 4.95' 7.10 4.56' 8 2.00 6.08 l0.33' A..'/8.83 /.29' O.ti6 1.09 L50 1.9/ 26 3/ 35 40 5'-1" 2.25, 6.06' 8.33, 5.56' 9 2.24 6.67 /1,75' /6.83' 2 1.33' U61 1.38 1.95 2.51 28 34 39 45 4 ' '-W 34' 6. 6' /0 2. 45' 7.25' 13.2-5 / 25.25' 1.38' 0.97 L70 4 / 37 4 4 6'-9" 2.43' 8.33' 10.76' 7.56 1P 2.65 7.83 14.56' 21,33 28.08 1.42' 1.13 2.04 2.93 3.84 32 39 47 54 7' -W 2.52, 9.44' 11.96 8.56' 12,2.83 8.42 16.08 23.75 31.42 1.46 1.31 2.44 3.58 4.72 34 42 5i 59 8'-6" 1 2.62' 10.56` l3.18' T56 14' 3.00, 9.00, f7.50' 26.00' 34.50' 1.50, 1.51 2.89 4.28 1 5.68 36 45 1 55 64 9'- 2.7/' 11.68 /4.39' 10.56 55, 3,18' 9.58' 1B.75' 27.92' 37.08' 1.59 1.68 3.25 4.84 6,43 38 48 58 68 7 '. 10'-0" 2.80 15,60 /1.56 16' 3.30 10,16 20,16 30,16 4Ui6 1.58' 1.89 3.74 5.59 7 40 51 62 73 4J Slope 2'-7- 2.27' 4.09' 6.36, 4.03' 8 /.22, 4.63 7.21' 9.79' 12.37 /./9' 0.57 0.87 1.15 1.44 23 26 29 32 181, 2'-/0 2.36' 5.12, 7 46' 5.03' 9 1.41' -T.-Y 4.92 7.75 10.58' _T?. 13.42 1,2/ 0.66 0.99 1.3/ 1.65 25 28 31 35 8 E A 6.42' A 6.25' Dimensions permitted to allow use of 8' standard pipe lengths. O /0.40 O /0.10' Dimensions permitted to allow use Of l2' standard pipe lengths. A* Concrete slab stall be deepened to form bridge across crown of pipe. See section below. 4' 3'-5" 2.53 VT 7,03 A 1/' 5.50 9.92' -33 /5,75 1,25 1.30 1.75 2.20 28 32 36 40 301, 4'-3- 2.70 9.25 11.95 9.03 /3 2.00 6.08 10.33 /4 18.83 1.29 l 1.74 2.39 31 36 4/ 46 36' 5'7 2.87' 11,31 14,18 11.03 /5' 2.24 6.67 //.75' 16.83' 21.92 1.33, 1.32 2.2/ 3.08 3.96 34 40 45 52 6 3.05 13.37 16.42 13.03 n 2.45 7.25 13.25 /9.eY 25.25 1.38 1.58 2.76 3.91 38 44 5l 58 4tr• 6'-9" 3.22' 15.43' 18.65 15.03 /9 E65 7.83 /4.58` 2/,33' 28,08 1.42, 1.85 3.30 4.73 6.f7 41 48 56 63 4" 7 -8" 3.39' /7.49' 20.88 17.03' 21, E83 8.42 76.08' 23.75 31.42 1.46' 2.14 3.95 5.77 7 44 52 61 69 8'-6" 3.56, 19.55' 23.11 /9.03 23' 3.W 9.00 /7.50' ---26--.00 34.50 1.50, 2.45 4.66 6.87 9.07 47 56 66 75 9- 3.73 21.69 25.35 21.03 25 1.18 9.,w /8.75 27.92 37.08 1.54 T2 i0'-0' T9T 22.68 29.59 23.03 27, 3.30 /O.I6 20.16 So.16 40.16 /.58' Tn Side 1 GenerO yNof S N e 3" Or 5g" Deepen Around Outside Edge Of Pipe For 5J, S o� Paid For As Pipe CONCRET Or Round Corners 4) Concrete Slob, 3' Or 51' Thick, 2 -�' Reinforced With WWF 6x6-W1,4xW1.4 i6 TOP VIEW -SINGLE PIPE SECTION 2.88 5,54 8./8 49 59 69 80 - 3.18 6.27 9.36 12.45 52 63 74 85 Sod 1' Beveled Or Round Corners \J L 3¢ 0 - \ i Concrete Slob, 3" Or 511" Thick, 0 ui Sod Reinforced With WWF 6x6-W1.4xW1.4 TOP VIEW -MULTIPLE PIPE de Ditch Grade s Jove NOTE: See sheet 6 for details and notes. 4.1 Miter. To € Pipe For Pipes 18' And Smaller. 2r1 For Pipes 24" And Larger. &l Miter: To € Pipe For Pipes l8" And Smaller. Id For Pipes 24" And Larger. TROWEL -FINISHED CONCRETE BENCHING SEE MANHOLE CONNECTION DETAILS PRECAST TEE WALL •s : . ► . • ; . INFLUENT SEWER SEE NOTE 3) CONCRETE ENCASEMENT MANHOLE FRAME & COVER (SEE STANDARD DETAIL) SET COVERS FLUSH IN - PAVED AREAS & AT FRAMES BEDDED IN MORTAR ELEVATIIONS SHOWN IN UNPAVED AREAS. 2 COURSES OF BRICK MIN. 1*-6" MIN. in4 COURSES MAX. 2'_0" a EPDXY COAL TAR COATINGS INSIDE WALL OUTSIDE WALL PER SPECIFICATIONS 4'-0" 5" MIN. it PRE -PRIMED JOINT SURFACES to PRE -PRIMED JOINT SURFACES PRE -MOLDED PLASTIC JOINT Cq BENCHING PER SPECIFICATIONS " D o W WITH ECTIVEE N." WRAPPER REINFORCEMENT AND JOINT 6" (PRO PER TO OERREMOVED) DETAIL TO BE DESIGNED BY MIN. THE ENGINEER AND �.. 8�" MIN. SQUEEZE -OUT APPROVED BY THE -- f COMPLETED WITH COUNTY. T_ 9 L --II �9 �-7 SQUEEZE -our BEDDING ROCK 2" MIN. DATE REVISION NAME CHECKED 1/26/05 City / County / SJRWMD Comments JAS RAJ 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. PRECA ST CONCRETE MANHOLE N. T. S. Water do Sewer Details Eagles LGn ding OF VERTICAL PIPE a .: • DROP PIPE INLET CONNECTION " ' (SEE NOTE 1) AS REQUIRED 90a BEND MAN CAST STANDARD DROP DETAIL ,; WALL TRANSITE COLLAR ENCASED IN NON -SHRINK GROUT FLUSH WITH MANHOLE WALL PVC (SEE NOTE 2) PRECAST . a • . MANHOLE WALL SPECIAL DETAIL FOR 24" DIAMETER ' PIPE AND LARGER STAINLESS STEEL PVC BAND STAINLESS STEEL PIPE CLAMP • ' ' ' ' ' RESILIENT CONNEC70R STANDARD PRECAST MANHOLE PIPE CONNECTION NOTES: 1. DROP PIPE AND FITTINGS SHALL BE OF EQUAL SIZE AND MATERIAL AS THE INFLUENT SEWER. 2. THE COUNTY MAY APPROVE ALTERNATE WATER TIGHT CONNECTION DETAILS FOR CONNECTION OF 24" DIAMETER PIPES AND LARGER. 3. AN OUTSIDE DROP CONNECTION SHALL BE REQUIRED FOR ALL INFLUENT WHICH HAVE AN INVERT 2' OR MORE ABOVE THE MANHOLE INVERT. MANHOLE CONNECT/ON DETAILS N. T.S. June Engineering Consultants, Inc. I JOB NO. 02- 0363 c232 S. Dillard Street, Suite 201 Winter Garden, FL. 34787 SHEET Certificate of Authorization #00008507 Ph. 407-905-8180 Fax 407-905-6232 12 DRAWN BY: DATE CHECKED BY: DATE SCALE CLK 919104 RAJ 919104 N. T.S. OF ¢ �( It �' OgIBLE METER �OX 18 x 24 MIN. FINISHED GRADE `I RAISED 1-1/2" LETTERS FLUSH WITH TOP OF COVER SET TOP OF VALVE BOX 2" CAP TO FINISHED GRADE 2" GATE VALVE CONCRETE COLLAR GE Co FINISHED GRADE t UNPAVED TEAS SEE DETAILS) 2 900 BEN 4 " SANITARY ADJUSTABLE CAST IRON 601 CORIDP SEE NOTE 2 VALVE BOX 2 -NON PENETRATING PICK HOLES RESILIENT SEAT BOX BEDDING REST ON DING ROCK NOT M. J. GATE VALVE ON VALVE OR PIPE 2„ 90" BEND PLAN WATER CENTEREDLOBE RESTRAINED JOINT � MAIN 00, oc` OPERATING NUT DUCTILE IRON 6" BEDDING ROCK WATER MAIN MACHINED 0 SUR ACES 0 0 0 24" f 3 8°: 1-1/2" MIN. 6" BEDDING ROCK TAPPED CAP i----F- 4-3/4" MIN. ELEVATION NOTES: NOTES: 1. PVC EXTENSIONS SHALL NOT BE USED ON VALVE BOX INSTALLATION. 1, ALL 2" PIPE AND FITTINGS SHALL BE SCHEDULE 40 GALVANIZED STEEL 2. THE ACTUATING NUT FOR DEEPER VALVES SHALL BE EXTENDED TO OR BRASS WITH THREADED (NPT) JOINTS, COME UP TO 4 FOOT DEPTH BELOW FINISHED GRADE, BL O WOFF VALVE DETAIL S TA MANHOLE FRAME AND CO V N TS ER N. TS GA TE VAL VE AND BOX DETAIL N. T.S. n 24" x 24" x 6" THICK CONC, PAD TYP, EACH VALVE BOX, 3" DIA. BRONZE DISC ANCHORED IN QONC, PAD #4 BARS ALL STAMP AS R Q D AROUND 3" DIA. BRONZE SEE NOTE 1E} DISC ANCHORED IN SIZE OF VALVE CONC, PAD STAMP VARIES VARIES TYPE OF VALVE :... • . AS REQ'D. LOT LINE w :.:. .; HYDRANT WYE WITH Z s' 6" BRANCH -' SERVICE ,w . ; cv SEWER MAIN 3 m , . OPERATING N o 6" 45' SIZE VARIES CLEAN -OUT DIRECTION TURNS NO. ...4u. .: :... _ NUT BEND (TYP.) ; : : z WYE WITH SEE NOTE 1 OPEN r .... ..�:: _ HOSE NOZZLE AS REQ D. " VALVE BOX 24" SQUARE OR • :: 6 BRANCH WA t ROUND AND 6' THICK CLEAN -OUT REMOVABLE 6" 45° VE WITH AND COVER .. '. PUMPER NOZZLE ' N ` REINFORCED CONCRETE SEE NOTE 1 PLUG BEND 6 BRANCH (TYP,) % SHEAR PAD. SEE FACING STREET 'L' _ 2500 P,S,I, NOTE 2 _' LINE CONCRETE MIN. �� • ° 2 - 4 AT 9" z — VALVE COLLAR DOUBLE MIN. ANCHORS AROUND (SEE DETAIL) WYE F UNIMPROVED CONDITIONCID ,:. PLAN TO FLUSH WITH i FINISHED GRADE COMPACTED , _ FINISHED GRADE BACKFILL — SLOPE TO r _ 9' ASPHALT SURFACE W SEE NOTE 3 � ANCHORING TEE TERMIN3 DEPTH AT 1.0% MIN, 12MIN. (TYP,) BASE ROTATE — —SPRING LINE TERMINAL DEPTH 300 (TYP.) -, AS REQUHOUSEIRED VICE 4 x 4 x 18 LONG FOR (SEE NOTE 3) SEWER MAIN SER" 6 BEDDING ROCK (3' MIN.)(TYP.) VALVE BOX (MIN.) PRECAST POST M J ANCHORING RESILIENT SEAT GATE SINGLE DOUBLE AND COVER WITH 3" DIAMETER COUPLING VALVE AND BOX LATERAL LATERAL (nP') BRONZE DISC SET IN (SEE DETAIL) I IMPROVED CONDTITION ABOVE As SHOWN PROFILE NOTES: 1. BRONZE IDENTIFICATION DISC SHALL BE REQUIRED FOR ALL VALVES 16" AND NOTES: NOTES: LARGER, OR AS REQUIRED BY THE COUNTY FOR CRII1CAL OFFSITE VALVES. 1, FIRE HYDRANT SHALL BE SUPPLIED WITHOUT A WEEP HOLE, 1. CLEAN -OUT (SHOWN SHADED) SHALL BE INSTALLED BY THE BUILDER 2, VALVE COLLAR DIMENSIONS MAY BE REDUCED TO 18 X 18 X 60 WHEN THE OR WITH A PERMANENTLY PLUGGED WEEP HOLE, IBRONZE IDENTIFICATION DISC IS NOT REQUIRED, N ACCORDANCE WITH STANDARD PLUMBING CODE. 2, THE DEVELOPER MAY INSTALL THE SHEAR PAD RECESSED UP TO 2, LOCATE SINGLE LATERAL AS CLOSE TO LOT LINE AS POSSIBLE, 4 INCHES BELOW FINISHED GRADE AND SOD THE RECESSED SECTION, 25 MAXIMUM. 3, CLEARANCE BETWEEN BOTTOM OF BOLTS AND TOP OF SHEAR PAD 3, INVERT OF SERVICE LATERAL SHALL NOT ENTER SEWER MAIN SHALL BE A 6° MINIMUM, BELOW SPRING LINE, 71 D I V n SERVICE LATERAL DE TA lL VALVE COLLAR DETAIL N. T.S FIRE HYDRANT A SSEMBL Y DETAIL N. T. S N. T. S i I DATE REVISION NAME CHECKED 1/26/05 City / Count wGter& Sewer DetailsJune Engineering Consultants, Inc. JOB NO. y / SJRWMD Comments JAS RAJ �j .la 232 S. Dillard Street, Suite 201 Winter Garden 787 FL. 34 02-0363 Certificate of Authorization #00008507 SHEET Z G les L are dire Ph. 407-905-81,80 Fax 407-905-6232 g DRAWN BY: DATE CHECKED BY: DATE SCALE CLK 919104 RAJ 919104 N. T, S. OF 14 C II f� .ENEERGENCY;'�' A S'TEWA:T SPILL. AI1'3� N. TER`IYfA —N BREAK. . CORPORATION CURB STOP CORPORATION U-BRANCH PRtJCEDUES STOP (1" MIN.) (SEE NOTE 3) STOP (1" MIN.) F11,TING " MARK WITH X13/41" r WOOD PAINTED 1, XCANATE::CAVTIOUS ,Y STOP C.I. VANDAL-�PROOF,VENT CAP WITH. Tt-1E:CC}�ITTtACTQI SfiALI:'EXERCISE:EI TitEME.GAUTIE� I WHEN EXCAVATING` t+i y PIPE MARKER PER z OT NUMBERS _. F I'. B SS PIPE f VALVE & PIPE MARKER DEft CURB P f 6 A.1 1 BRA INSIDE. ALV 1 RQXIMITY; CIF ZVASTEiYATER F�?RCE 1ti1AINS A�*ID GRAVI`l Y SEirVERS, FARCE MAIN, END OF I BRASS PIPE I2 .A80YE. t FINISH' GRADE..wu AND SEtiYER T bC - 7.1 8 Skij ('N ON PLA1�iS ARE NOT. EXACT :OR GUARANTEED: w W £O�ITTtA•CTOR ,,IS. RES'f'ONS BLE FOR ; FJELV ;vE YiNG EXISTING UTILI cAsr IRON FRAME a a AND COVER Wrm 3 3 =ATia S AC CESS . CESS LID.. A x 4 PRECAST. I F GROUP--_ CONCRETE VAULT 16, so.":x 12' DEEP POLYETHYLENE POLYETHYLENE 2TEI:EF 4iYE I�'O'1'IFTGATTt3 �t FINISHED 36:. so. CONC. PAD TUBING (1" MIN.) TUBING 1" MIN. GRADE L ( ) TH' QRAt�TGE C4LJNTY DISPATCH OF]rRATQR SHt�LL BE NOTIFIED IItWEDIATI�'Y 17i,► BEDDING ROCK 2■ MIN. 1 SINGLE METER BOX DOUBLE METER BOX 3N THE EVEt�ti' C?F; A FaRCI✓ IvlAIlV, GRAuiTY E ` GR 'WATER MAIN HREAK aR 4 r�Ax. i AN : (BY ORANGE CO.) AND BY ORANG MET DAMAGE ATQ7 83" 2T' ) { E CO ) c s '� ►�:I �� RVICE DOUBLE SERVICE .SINGLE SE REPAIR!AI1i IEDLi T.ELI`. 3. � - . IN F PREM � � lER LASTI 4 ) J I i' COUPLING AND: ._ CORPORATION STOP ALL.b? GSW_o LANGECO.LTN'1'Y$:,1���,INS.SI�ALUB��PAIRED.1�13tiTEDL�iTE>�Y 5' , f .,BRASS VENT DISGH,`; &FITTING $Y.T + ON1"ItAC'IOfi.AT THE GQhi7< to ibk S EXPENSE. IF T REPAiR:IS. NOT.:coAL-TAR '. , SLOPED -CONTINUALLY- UPWAf NORMALLY OPEN MADE' IN A "Tlzi,'Y ;I�+fAi<IhtER . AS DET` BY , THE '?R ANOE COUNTY . EPDXY COATING • ;CUT Our 2` NIPPLE FOR MAIN: U T it,I" IES TSPE ."i'QR, .. ORANGE C4UNiY MAX PERFORM REPA�t,S :AND ' t � CCWTHREADS 2 GATE TO " BOX CQi' `F,AC'FOR iVILL BRCHARGED �©RREPAII3.S_ IRE D .. > ASSEMBLY -: EA YALVE MAINEt) A x 8.. TEE I • M3xMJxPLG wlrh .2` ■ ,, . _ � POLYETHYLENE c ,. SADDLE aRA1"�tGE COUNTY Y �iT.II�ITi�S;DEPARThIEI'�T GEPiE .L TELEP OU �+ U[ 113ERS' ::. ,; 2 NIPPLE ,', TARP£D BLtND FLANGE TUBING ORANGE COUNT—Y iTLTTIES CONSTRUC ox TNSPEC`IION`SECTION►- 4a 83&727-4 •< 30 - 45 DEG {. i �.. ORAI�IGE CO UTiLl'TIES WASTEIYATEi�, DI IISit�xi (407) 835 8-15.' . QINGEC[J'YU'TR.IiES?fTATRI?ISi4i-: {07}$35-68U0,: ._t.G• — } RA NGE CQUI+1'I"YUTlL1T ES ENC7INF. ICrDIVI$I01N,7) $36-7000BEDDING RACK6RE INFORGEDS. A3)YAIYCE NfiT�iFI ATIOYCIF CUhTSTRUCTIOY coNCR�IE .FaorlNGTOTES: RISERN cAsT MONOLtTTttG" Wf WA E HE.QRA IGE Ct3t +t'IY U1Tf TITES.CQNSMUG"�' ON SEC'�'iON ((407) 836 727•Ij SH;PiLL . I. THE'h1INIhfUM DIMENSION FROM TOP OF P P 1 E TO NOTES: BE I>iQTF7ED.ATIEAST SEVEN t7) DAYS PRIOR: Tt ANY:C4NSTR[TGTIDI`t ACTIVITY- FINISHED GitADE SHALL sK.0 FEET tJNLI=ss 1. BE BRASS WITH COMPRESSION/PACK A JOINT APPROVED BY THE ENGtNFER,.. ALL FITTINGS SHALL N/P CK s.oE rroTrCATcN a p�N�r covNcIcorr 2.. FITTINGS AND PIPE FOR ,ARV INLET AND OUTLET TYPE CONNECTIONS, sH toss. ��- 8l: 6 2. NO SERVICE LINE SHALL TERMINATE UNDER A DRIVEWAY, 773E ORANGE CgUNT ' iYATER DMSI+C N `((4fl7 836-5804) AND T -F,,: AGE 3. VENT t;XTi NSION AND VENT CAP" REQUIRED FOR 31.. EACH SERVICE SHALL TERMINATE WATER" MAIN.. ONLY;_ N AT A CURB STOP(S) WHICH £OUN t-� �VATEATER l3IYiSiQ�t ((407) 83bS�#j SiTALL BE`NQTIFIED .AT LEAST (7) SHALL BE BURIED APPROXIMATELY 3 BELOW FINAL GRADE AND 13A`l�5 AD TAN: E TO SC',fEI XJLE MA Ii*F TIE-J IS' ANi) VAT VE OPERATIONS. �. VENT CAP SNACI: BE LOCATED. AT RIGHT-OF-WAY SHALL BE CLEARLY MARKED WITH A 2" X 2" X 18" C NUMBER WITH O FT�FRdMVEDG OF PAYEMENTA AND MARKED WITH THENUM M OF f "LINE WHERE P THE TOP PAINTED BLUE MINIMUM LOT(S) TO BE SERVED, 7. I}PER ATIQY' CiT GRAN GE Cii3NT vAL'ES yATER, �TASTEWATEI ,AND FUSE �iALVES ARE ;Ta BE OPERATED . DiYLY BX "ORANGE COUNTY` i3TA ITsS:.i TSP GT R ({4Q7) 83r ?z74).: AT. �/A�'YES : BEING iNSTA ,LEO ;ARE,TO REtitA1N :CLt 5ED D? NC �JNS':�C.R,tl4'TION S OiPERATION` OF ORANGE CO1JNTy.' -U1v1P STA t?N THE C.t3iVTRkCTO SIT: L`I COORi3II�A'IE ALL: T'UMF STA'TIQN OFE�ATTUl+t AND, ;aFiUT AoiVN CONTRCiL: WTI :: �N QRAN E CQtJ Y; VMIT1ES INSPEMOR t 07} AIR OR COMB/NA TION AIR/VA CUUM RELEASE VA VE WA TER SERVICE CONNEC TION DETAIL S N. T.S, N. T. S "I gl THICK CONC PAO TYP. EACH VALVE BOX. DOUBLE SINGLE • 3" DIA. BRONZE DISC LOTS (TYP,) SERVICE (TYP,) SERVICE (TYP,) ANCHORED IN 9ONC, PAD #4 BARS ALL 3" OIA. BRONZE — — —" ('TAMP AS R Q D AROUND DISC ANCHORED IN PROPERTY SEE NOTE 1F} CONC. PAD STAMP LINE (TYP,) SIZE OF VALVE AS REQ D. TYPE OF VALVE : ' : ° 2" BLOWOFF VALVE �e ' : • ' .. • (SEE DETAIL) SERVICE w _ DIRECTION & N0. :...{; .• � .:•..:::.: :'., •.:. •. •.:.... • .. - . I OF TURNS TO 4. : • ; • ::: OPEN WATER MAIN °I VALVE BOX _ " wage 6 MINIMUM AND COVER BACKFLOW PREVENTER (TYP.) IN ACCORDANCE WITH 2500 5 CR .S..MIN, ' PLANS STHE A APPROVED BY 2„ ANCHORS UNTY GATE VALVE MIN. — TEST COCK (TYP,) GATE VALVE UNIMPROVED CONDITION 1 " TOP FLUSH WITH 4 WATER REDUCER THREADED NION �, FINISHED GRADE MAIN (MIN,) 6" FIRE NIPPLE (TYP,) �2 REQUIRED) HYDRANT 0 911 ASPHALT SURFACE FITTINGS AS ASSEMBLY I 1 1 • 1 O2 REQUIRED) BENDREQUIRED (TYP.) SEE NOTE 1 24" White Ibermoplastic a 5' Sidewalk — — — — — — F N1�2 Stop Barc RIGHT OF WAY LINE INAL GRADE °BASE•:• \ � I ., e , . • . .. . ' CURB V/01 " \ WATER MAIN , 18 DIAMETER BY 6 \ OR 18" x 18" x 6" Right .of—Wo .. . . .. .. . . . . y '� 4" x 4" x 18" LONG — ' (TYP.) 2 TYP, "� VALVE BOX (MIN,) PRECAST POST CONCRETE COLLAR WITH 3" DIAMETER FROM TO • AND COVER ---- — WITH #4 BAR ALL 3D Ni Intensity SIDEWALK TYP. MAIN AROUND (2 REQ'D.) SERVICE 4" Double Yellow Stop Sign j MID.) GROUT AS BRONZE ISC SET SHOWN IN ( ' RIGHT OF WAY LINE Thermoplastic IMPROVED CONDTITION ABOVE, NOTES: NOTES: 1. BRONZE IDENTIFICATION DISC SHALL BE REQUIRED FOR ALL VALVES 16" AND 1, ANCHORING TYPE 90' BEND SHALL ONLY BE USED WHERE RIGHT-OF-WAY 1, ALL PIPE AND FITTINGS 2" AND SMALLER SHALL BE LARGER, OR AS REQUIRED BY THE COUNTY FOR CRITICAL OFFSITE VALVES, CONSTRICTIONS WILL NOT ALLOW INSTALLATION OF A STRAIGHT ASSEMBLY. THREADED SCHEDULE 40 GALVANIZED STEEL OR BRASS, 2. VALVE COLLAR DIMENSIONS MAY BE REDUCED TO 18" X 18" X 6" WHEN THE BRONZE IDENTIFICATION DISC IS NOT REQUIRED. REDUCED PRESSURE BACKFLOW PREVENTER SIDEWALK i STOP LOCA TION DETAIL VAL VE COLLAR DETAIL WA TER SERVICE L 0/�*H TION DETAIL v N. T.S N. T.S, N. T.S N. T. S DATE REVISION NAME CHECKED June Engineering Consultants Inc. JOB NO. WGter & Sewer DetG#S % g g C71 E. Church Street Orlando, Florida 32801 02 0363 Certificate of Authorization 00008507 SHEET LGnding Ph. 407-839-6000 Fax 407-839-6020 Eagles DRAWN BY: DATE CHECKED BY: DATE SCALE CLK 919104 RAJ 919104 N T, S. OF 14. A/ .5.5 If AWO .......... . . C5 g-� ... ...... .. ... .. .......... . . ........ 7 J/ ....... . .... .. .... ... ... -; . . . . . . . . . . 1�roy C5 1) ... ... ... ....... ... .. f / `f r \ Q � ''4%%%IiJ:Jr/Fn ... ... . . ...... .. ........ .... -�m -0. ..... .... . .... 11 . ..... 28 0 I -,., Mg. 6' IN" "Mo 'M X/M 27 Ao- 9 ........ . .11".� . ........ . N , .. .... ... .. . . . ...... 26 Al 4 8 a-vo 25 .. . ......... 47 .. . ...... . ........ . . . * ........... Q) ....... . ... /* % I ......... . . -Lv 00" Ld Q). A ,+ 14 IN (,2/ \ Q) a-vo Ax ............... ........,,. � t1 �a \ J \ \ ....... .... . . .. >r� Q). & • / v 8-Lv (Ar� 2 . . ..... ..... ...... . . ............. ...... ... .. HT. BRICK L. SEE -,AUT I -&- FOR r*)= A 1--- ---1 /Q) 3 4/19/06 2 11/8/05 1 1/25/05 No. Date AT C E LIN'C (SEES SHT. 3)7, `,, C7 3 1329 0 FT� =s- Jf fr � f` 72 Ff Tr. � "150.0 u Z- C:) f / .o. oe / 71 Q / �o 69) -Ij ........ .. . 4, . . ....... .......... .... .... A/111 .......... ..... a-vo.. . ...... ... 1. . .. ....... Ad 19 .......... ..... . .......... ...... ..... g A" 14011 . . ........... . .. . ... . .. . ........ .......... 1 8 All PER REVISED BASE AND 1/25/06 CITY REVIEW COMMENTS PER REVISED BASE AND 6/29/05 CITY REVIEW COMMENTS PER 1/22/05 CITY REVIEW COMMENTS Revision Description J. SCOTT L151=-RTY,, LANDSCAPE ARCHITECT FL. LANDSCAPE ARCHITECT NO. 14'1(o PH: 401-119-2124 �621 REVELWOOD LOOP, WINTER PAW, FL0IR11DA 32192 FL AN '5' +i;F \ \ \ / / O l > 1 Q), :t .z. a . IN, 0 a—vo— \ \ /� 16 / \ LAJ /Q) (A A Ill' 8—LV x \ ......... 61 WT. BRICK L. SEE FOR DE S. .I <, .Q). I L4 Is-vo Q) \ ` a—Lv hCoWl"& EAGLES LANDING OCOEE, FLORIDA Project LANDSCAPE FLAN Sheet Title 11,2 -v6 Date :1 z JSL Drawn Sheet LAS 2 of JSL Check 5HOUN Scale 11/12/04 Date FJob No. FL ANC' L i ST NOTE: 3-GALLON CONTAINER SIZES SPECIFIED MEET THE CITY MINIMUM REQUIREMENT. HOWEVER, LARGER CONTAINERS MAY BE WARRANTED TO MEET MIN. HEIGHT AND SPREAD SPECIFICATIONS. SYM QTY LABEL COMMON NAME (BOTANICAL NAME) SPECIFICATIONS SHADE TREES: + 70 QV LIVE OAK (QUERCUS VIRGINIANA) 65 GAL. MIN., 12' HT., 2-1/2" DBH MIN., 5' CT, 50' OC IN BUFFERS 7 MG SOUTHERN MAGNOLIA (MAGNOLIA GRANDIFLORA) 65 GAL. MIN., 12' HT., 2-1/2" DBH MIN., 5' CT. 6 UP CHINESE ELM (ULMUS PARVIFOLIA) 65 GAL. MIN., 12' HT., 2-1/2" DBH MIN., 5' CT. UNDERSTORY TREES: 0 26 LI CRAPE MYRTLE (LAGERSTROEMIA INDICA 'WATERMELON RED') 30 GAL, 10' HT. MIN., 6' SPR., MULTI -TRUNK, 4' CT. 2 PD DATE PALM (PHOENIX DACTYLIFERA 'MEDJOOL') 10' CT. HT. TO BOTTOM OF NUT, SPECIMEN 21 LJ TREE -FOR M LIGUSTRUM (LIGUS TRUM JAPONICUM 65 GAL, 10' HT. MIN., 6' SPR., MULTI -TRUNK, 4' CT. SCREEN SHRUBS: ® 474 VO SWEET VIBURNUM (VIBURNUM ODORATISSIMUM) 3 GAL, 24" HT., 24" SPR., FULL, 3' OC CCCC= 104 LV GLOSSY PRIVET (LIGUSTRUM JAPONICUM 'VARIEGATUM') 7 GAL, 24" HT., 24" SPR., FULL, 3' OC ORNAMENTAL SHRUBS AND GROUNDCOVERS: @gam, 52 LC RUBY LORAPETALUM (LORAPETALUM CHINENSIS 'BRANDY) 3 GAL, 15" HT./SPR., FULL PLANT, 30" OC 000wo 75 PC PLUMBAGO (PLUMBAGO AURICULATA) 3 GAL, 15" HT./SPR., FULL PLANT, 30" OC 000000 62 PV VARIEGATED PITTOSPORUM (PITTOSPORUM TOBIRA VARIEGATA) 3 GAL, 15" HT./SPR., FULL PLANT, 30" OC 188 AN ANNUALS 6" POT, 12" OC, TO BE SELECTED FOR TIME OF PLANTING SOD: ST. AUGUSTINE FLORATAM (STENOTAPHRUM SECUNDATUM 'FLORATAM') ,$ OD ` t SOD j c � t f 16i-VOA k, ark TW .;r B ERR�D f I ,R R Y J � < d� 1 t ABERRY 12 CHII` .M. - - - • ...._.... W OP 1 INABERRY - - - _.._f ........ ., 92 N .i .. f IN MA TCHLINE E 3 4/19/06 PER REVISED BASE AND 1/25/06 CITY REVIEW COMMENTS 2 11/8/05 PER REVISED BASE AND 6/29/05 CITY REVIEW COMMENTS 1 1/25/05 PER 1/22/05 CITY REVIEW COMMENTS No. Date Revision Description PLANT NOTES i). ALL LANDSCAPED AND ST. AUGUSTINE SOD AREAS DELINEATED ON THESE PLANS SHALL BE II IRRIGATED WITH A TIMED, AUTOMATIC IRRIGATION SYSTEM UTILIZING POP-UP HEADS WHENEVER POSSIBLE TO PROVIDE 100 % COVERAGE. BACKFLOW PREVENTERS SHALL BE PAINTED BLACK AND SCREENED FROM VIEW WITH SWEET VIBURNUM SHRUBS AS SPECIFIED. (SEE IRRIGATION PLAN) 2). ALL LANDSCAPED BEDS SHALL BE TOP DRESSED WITH 3' OF PiNE BARK NUGGET MULCH - TOT -LOT EQUIPMENT AREA SHALL RECEIVE 4' DEPTH PINE STRAW OVER 2' DEPTH CLEAN SAND F 1 3). ALL TREE SAUCERS SHALL BE TOP DRESSED WiTH 3' OF PINE BARK NUGGET MULCH. l 4). IT IS THE RESPONSIBILITY OF THE LANDSCAPE CONTRACTOR TO BECOME FULLY FAMILIAR WITH ALL EXISTING SiTE CONDITIONS AND TO STUDY ALL SUBSURFACE UTILITY PLANS i AND ARCHITECTURAL PLANS SO AS TO PREVENT DAMAGE DURING THE INSTALLATION I OF THE LANDSCAPE MATERIAL. I 5). STAKING OF TREES IS AT THE OPTION OF THE LANDSCAPE CONTRACTOR HOWEVER, IT iS THE RESPONSIBILITY OF THE LANDSCAPE CONTRACTOR TO MAINTAIN ALL TREES AND SHRUBS IN AN UPRIGHT PLUM CONDITION. (0). THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO ARCHITECTURAL OR PAVED SURFACES. i). ALL PLANT MATERIAL SHALL BE GRADED FLORIDA NO. i ACCORDING TO THE GRADES AND STANDARDS OF THE FLORIDA NURSERYMAN'S ASSOCIATION. 8). ALL TREE CALIPER DIMENSIONS SHALL BE MEASURED 54' ABOVE THE TOP OF THE ROOT BALL . 9). THE LANDSCAPE CONTRACTOR SHALL INSURE THAT PROPOSED LANDSCAPE BEDS DO NOT INTERFERE WiTH PROPOSED DRAINAGE PATTERNS. I0). THE LANDSCAPE CONTRACTOR SHALL WARRANTY ALL SHRUBS FOR A PERIOD NO SHORTER THAN30 DAYS FROM THE DATE OF THE 'FINAL ACCEPTANCE' BY THE CLIENT AND LANDSCAPE ARCHITECT. ALL TREES SHALL CARRY A MiNiMUM ONE YEAR WARRANTY. ALL WARRANTY RESTRICTIONS SHALL BE SPECIFICALLY DESCRIBED IN WRITING AND SHALL BE PART OF THE BIDDING DOCUMENTS PROVIDED TO THE CLIENT BY THE LANDSCAPE CONTRACTOR 11). BEFORE PLANTING OR SODDING THE LANDSCAPE CONTRACTOR SHALL REVIEW THE SITE GRADING AND DRAINAGE AND SHALL INFORM THE CLIENT OF ANY DRAINAGE PROBLEMS OR INADEQUACIES. 12). GRADING AND DRAINAGE DESIGN FOR THIS SiTE IS BY OTHERS. 13). CONTRACTOR iS RESPONSIBLE FOR PLANT AND SOD QUANTITY TAKE -OFF BEFORE PRICING. PLANT LIST QUANTITIES PROVIDED FOR CONVENIENCE ONLY. I, SHT. 44) FL AN V J. SCOTT L i 5E RTY, L AND SC:AFE ARCH l TE CT FL. LANDSCAFE ARGHITECT NO. 14 1ro FI'--I: 40-1-719-2124 5621 REVELWOOD LOOP, WINTER PARK, FLORIDA 32-1cJ2 Drip Line 2 x 4 Fence L Orange Plastic Mesh Fencing No Placement of Material, Machfnary, Temporary Soft Deposits or Additional Fill or Asphalt Pavement for Vehicular Circulation Shall be Placed any Closer to any Tree Than The Drip Line, No Attachments of Wires Except Protective Guide Wires Shall be Attached to any Tree. no Change of Grade More or Less Than 6 Inches May be Made Within the Drip Line of a Tree Unless Shown on the Approved Site Development Plan. At Time of Construction TREE PROTECTiON FOiRtl SAUCER TO CONTAIN RUNOFF CLEAN BACKFILL �I I MIX. WATER E TAMP TO REMOVE AiR —III=III= POCKETS _ REMOVE ORGANIC MAND ATERIAL ENTIREBU LYRLAP III ; I I I I I I I I I I I I I I I III I I I i 2' MULCH SHRU5 DETAiL SCALE: NOT TO SCALE EAGLES LANDING OCOEE, FLORIDA Project SPREAD PLANT SO THAT TOP OF ROOT BALL IS 2' ABOVE FINISHED GRADE PAINT ALL GUTS OVER In DIA. FLAG GUYING WIRES WiTH SURVEYOR TAPE O[ O RUBBER HOSE I' DIA. TO PROTECT TRUNK GUYING WIRES 2 STRAND TWIST x 12 GUAGE WIRE FORM Y 3 2'X4'X24' PRESS TREATED j- SAUCER MULC STAKES - TOP OF STAKE I 6' ABOVE GROUND 11 I CLEAN BACKFILL- -I I 1=1 11= MIX. WATER d TAMP TO REMOVE AIR I I=1 I I —III —III —III —III- POCKETS -" I —III —III —III —III —I REMOVE ORGANIC BURLAP FROM TOP 1/3 OF ROOT BALL. 2 X BALL DfA. REMOVE MAN-MADE BURLAP MATERIAL ENTIRELY. TYPICAL TREE PLANTING DETAIL- F 8-vo 254• � A0 � i ,I �A 4! w 1►�11 -11 - 1MIN�1�VER .IIAII�I�=l1 =11-lhll - • \100-6, r r � fit 3 2 40.3 / 31 / A /I / \ , X BALL-'DIA. N Cr1 o '_; _.__--­= - 61 3 I J W \ �.. 10� CN 30 X &-Lv \ O 6' HT_ BRICK L. SEE ....SHT. L-6 POR DE S_ " . \ 2) 9 IN. a-vo � � � A m � FLAN �t' 1° = 301-011 LANDSCAPE FLAN Sheet Title b . 2 . p Date 2 f- f/ O z J51.-, Drawn Sheet of (o J8L Check ,A5 5HOUJN Scale 11/12/04 Date Job No. 211' COLUMN SPACING —DISTANCE VARIES, SEE GRADING PLAN FAR TON ELEVATIONS r YIN • LOWEST PONT, TYP. TVP. 2' COLUMN, SEE DETAILS TYP. WALL SECTION, SEE DETAILS WALL STETS DOWN TO REFLECT GRACE CHANGE. SEE GRADING PLAN FAR TOM. ELEVATIONS �--• ROADWAY OWE VARIES, NOTE: Stucco color to match color of existing Westyn Bay developments. SEE CIVIL DRAWINGS n TYPICAL WALL ELEVATION SCALE: 1/8' = 1'-0" 4, OUTSIDE EDGE OF ARCH — ... ..:.... EFS MOULDING AT ARCH .- ll FACE OF UPPER REVEAL. Ii.....• r l . l ll: FACE OF MOU DNC AT ARCHWAY ( FACE OF LOWER REVEAL. 4' MADE ARCHED OPENING 3' 4-0• BASE CF COLUMN BELOW ELAd. ARCH OF CONIC. HOCK AND FRAME CONSTRUCTION 4-P• W-10' DECORATIVE EFS MOULDING AT ARCH AND COLUMNS. SMOOTH FINS. COON TO MATCH HADDCNSTONE'BATH Of .-0{DSDE EDGE OF ARCH + EFS MOLDING AT ARCH UPPER REVEAL AT ANON b b FACE ff UPPER RLVEAL ARCH COLUMNS W17H STUCCO FINSH Y-0• TO MATCH WALL 7• EFS MOLDING AT REVEAL Ef'1'OD / EFS MOONG AT TOP OF COLUMN ( I TOP OF 4 WIDE ARCH LOWER REVEAL iE1WEEi _ COLUMNS _ DES MOULDING AROUND ARDO I I FAME OF LOWER REV£N. FACE OF MOLDING AROUND ARCHWAY ENTRYWAY. SMOOTH RNSi, CIILIR TO MATCH HAODONSIOE 'BATH 02' ARCH COLUMN WITH S10000 FINISH TO MUCH WALLS COLUMN WiN Y CHAMFER AT WIDENED BASE COLUMN Wise 2' CHAMFER AT FINISHED WADE WDEFD BASE c'- NOTES: FINISHED WADE 1. EFS MATERIAL AVAL THRU TREADWAY _ 1'-1(r LEY WALK CONTRACTOR I ��'� .5146 R TOR TO PROVIDE OO PRIOR TO 3 4' FABRICATION. ALL ARCH COMPONENTS TO HAVE ELEVATION SMOOTH FINISH , COLOR TO MATCH HADDONSCOE SECTION 'BATH Of. CURERS OTHELRMSE NOTED. ARCH FEATURE AT RESIDENTIAL GATEWAY N.T.S. EFS WNl/CIXDYN CAP/M IAL MAY BE DECORATIVE EFS WALL RAQUE (SEE USED. AVAIL RPoU TREADWAY DETA" LT. SAUD KNISH, COLOR SMEAR NOUMHuh PH, 352.,MM13 OR TO HADDONbTOE'BA71 02'. CO MCM TO SUBMITM FORAPPROVAL PRIORTO CSU ID BMIT SAMPLES FOR APPROVAL PRIOR TO FABRICATION. FELD OF PRECAST CO C. WALL TILE EFS CAP AT SIGN AND BANDER (3/4'X9,42 BAKING SODA FNISIL COLOR WALLS SIMILAR TO REM fnSD F1tECHSTOE BY am KERCKIWI CO, BY HAODOISM PILL• (941.597.7210) (SOIL TER BY OTHERS) 407.62DCOLD EIATHSMOOof FNBN Ca/H-'BATiR a2' Y COLUMN MATH PRECAST CONC. CAP AND � (SEE NMI) rarL i. T 4 r �$a. � b To ► FS COLUMN CAP, SEE DETAIL COLUMN A • grout each comer all with /4 bar vertical (4 per column) CMU COLUMN OUTLINE OF PRECAST CAP ABOVE av STUCCO FINISH TO MATCH + BUILDING PLAN KOM INSTIL PLAY EMIRU T PER ALL MANUFACTURERS SAE(iTA106 AND R =MM7DATO M 7YWJL COLUMN CAP 1 NOTE SEE PLANS FOR LOCATION AND W i" MORTAR SETTING BED 0110T UK MAINTAIN ALL RRD$IOEO SAFETY ZONES AROUND RAY EIUPY9IT, MICA. (PIN CAP TO COWMN AS REQ'0) CMU COLUMN WITH t" STUCCO b FINISH (MEDITERRANIAN KNOCK-DGWN• EXTEND B' AS 10 BELOW GRADE SHOWN FILL WITH CLEAN SOL (TO g MATCH FINISH GRADE) 1 FINISH GRADE grout each comer call with #4 bar vertical (4 per column) Tn 7a REINFORCED FOOTING :. 12 a 36' max. width concrete column factor wth J 5 bare, 12' cc both ways 3' min. column footer' COMPACTED SUBGRADE SECTION WALL COLUMN e2' PLAN AND SECTION N.T.S. W z a NOTE' COLUMN BEYOND WITH MINIMUM Ir BUFFER STUCCO FRESH TD NAIT H s 's WALL HEIGHT MEASURED FROM FINISHED GRADE ON . . :..:.......: y WALL SEE GRADING PLAN FOR T.O.W. T W J' T.O.W. ELEVATIONS 0 WHICHEVER SIDE OF WALL K{ Sic HGHFR, FRIONT ORr- > R� Z. ! fTt N' is STACK 3 n € EFS COLUMN CAP. SEE DETAIL r b a To FINISHED GRADE WALL VARY ON LOT SIDE SEE CIVIL DWGS. IF4 bare 12" cc horizontal and verbal FINISHED GRADE AT ROAD T�1 :.,` :' ::_,.i`.i'c - :`: ` ' !,: CONCRETE WALL FOOTING CENTERLINE } - :•1�_ SEE CIVIL DINGS. 7 COLUMN FOOTING BEYOND • 6Qs 12" cc harizental and vertiad 3" min. 7a• column factorpi"4 12 n 30" max. width concrete wall factor wth J 5 bars, 12" at both ways � TYP. WALL SECTIONS AT ROADWAY N.T.S. NOTES NOTE 1. SE CIVIL. DWI'S FOR SGNAtE EASDENT LOCATIONS 1. MIRROR ARCH ALONG ROAD CENTERUNE FOR SEE PLAN VIEW FOR SCAN WALL AUTOMATIC ALUIfDM DATE AT VEHICULAR 2 WAIL DIMENSIONS ARE TVPIC:AL ANGLES ENT AND ENTRANCE (ACTIVATEDBYVEHIt2E 2 E)PANDED ELEVATION, SOME ELEMENTS SENSOR) OF WALL MAY BE DWORM 9'-1O• ALUMINUM DATE (PEDESI AN AND VEHICULAR, CONIC. BAND FRAME CONSTRUCTION LOC( BACK POW¢R COAT - ARCHWAY FEABUE OVER SIDEWALK, SEE DETAIL (SLIP-C.ISNO/5ElF-LATCLNO}. CONTRACTOR TD '�, ARCH COLUMN MATH STUCCO FINISH TO SUB YIT SILO' DRAWINGS OF GATE AND HARDWARE FOR APPWVAL PRIOR TO FARICATKII MATCH WAIL ROADWAY canERLNE /I L-•3' EFS SIGN MOULDING STUCCO WALL Wi1H ' WITH COLOR AND FINISH MITERiANAN 1' REVEAL W/ INSET ff 24-0' ROADWAY S-Rf TO MATCH WAU4t0UUMN iODCK-DOWN F149L OAP (SEE DETAIL) � TO BE SELECTED B P BpNg, M1.11LE1 (3/4'X12*Ar "DE 4-0' tB SF MAX PER SON WALL tlr-D' 2'-D enKeNoa°�"x�sR wux D'-D Ll, tip 8 46vng COLOR FRECHSFONE. BY = KDRCIWO CO. Bail �1'�8) (SIGN TEXT 10'-0; TYP. SIGN WALL & ARCH AT RESIDENTIAL GATEWAY —EXPANDED ELEVATION 0 SCALE: 1 /8" = 1'-0' SIGN WALLS & ARCHES AT RESIDENTIAL GATEWAY PLAN SCALE: 1 /8" = 1'-0" 3 4/19/06 PER REVISED BASE AND 1/25/06 CITY REVIEW COMMENTS 2 11/8/05 PER REVISED BASE AND 6/29/05 CITY REVIEW COMMENTS 1 1/25/05 PER 1/22/05 CITY REVIEW COMMENTS No. Date Revision Description fourth wall pane( shell be -I Id with a hedge to achieve the ed 25 percent hedge coverage. Live oak 50' oc. E) Typical Perimeter wall elevation and planting Scale 1 /8" = 1' - 0" SKY GAME BANISTER BADS RAY SRICIOB AVAILABLE THROUGH: KOPAK, SOUTHEAST ING RCL ®T 1217 GE EVA, FL M/32-1217 R 1-ODD-4S3-7E27 FAZE 407-340-5117 FLAVS ILL. TRAVEI PLAY STRUCTURE C N.T.S. II 0 TYPICAL PLANTER N.T.S. FEW CDC TAP AM FMN.OW is�n�lR�: ■AB AIDE I= NU w vlWoM EFi la U-4 LT SVe rMK Men am 10 WVWWM Mill m KM SAWS IN W1OVM. NRIM 70 TONG ML THE WWriiin 1, mNoq SODA I� or of W Mas, Co. pw-w-mg (SONG am man An rise TO MIM1 VA/Mm PUAM 'IN . RRU 4iUA=M BtofVSUU R® r- WE ME Y oww E.Nial Gw MuLn ate e ME¢Xu,x S IETPLWBNLMWAIM LM Sr IMm'Ars 01101110101 12 x 4•' max. width concrete column 12'k 30' max. wrdth concrete wall looter wth # 5 bars, 12" cc both map factor Will 5 bars, 12' ere both ways I) 3! C101 INN scM ELAR NOTE EFS W /',UL� GIP DAL YAY ff USED. AVAIL M REMWAY C U51RE5, 1 3�326.331.1 CONTRACTOR TO SUBMIT BAK ER FOR APPROVAL PRIOR 10 FABRICATION. t8-0.1YP. STUDOO WALMEOITERRANIAN L TO BE SELECTED BY OTTER t § 5 PRECAST CONG CAP AT SON 2�1-0R typical oc SMB column cap a 0 Norwegian brick soldier vNorwegian brick running bond o .E KD 0 grout cells with #4 bars vertical 2'o.c. 18rr 8" minimum fill over footing 2`*F NOTE: Brick color to match color of adjacent Forest Brooke Finish Grade Finish Grade sidewalk subdivision perimeter wall located across Westyn Bay Blvd. 6" min. to 12% 42" max. width concrete column column tooter footing w/three # 5 bars continuous NOTE: 6' minimum wall height shall be measured from 9" min. to the highest finished grade in the front and back of the wall. wall footer 12"x 36" max. width concrete footing g for wall w/three # 5 bars continuous NOTE: Use 9 gauge truss type joint Note: Compact all footing sub —base soil to 95 percent of maximum reinforcing every 4th course for horizontal reinforcing. modified proctor density. 6' ht. perimeter wall with 18" sq. column SCALE: 1le = 1'- 0" S. BUILT UP STUCCD AND DIM FORMED WALL CAP SIMILAR 70 rt TIER /7150 BY HADDONSTONE 14-iF slDDel D FINISH, COLOR- TH or 1' MORTAR SETTING BED (OR EFS OEM PLAN R1' R,• Ri/2' 1' STUCCO FINISH 11DFWUN ,�• . .•: 4' ' .'.• • r' '.� •' CA.CR m aE saEGRm BY OWNER i/2 1/2' a- — CONCEDE WALL S" NOTE EFS NAIL CAP MAY BE USED. AVAIL THRU TREADwAY ODUSTRFS, PH. 35 A'w 21 RO CASRESiOE PHr 407.9281353 CONTRACTOR TO SUBMIT SAMPLE FOR MPROVM. PROP TO FABRICATION. EIFS WALL CAP n SECTION N.T.S. �-DECORATIVE FINIAL - "VINE HOUSE". PRECAST OR FORMED TO MATCH HADDONSTONE JE730 (SEE DETAIL) DECORATIVE COLUMN CAP. SEE CETAIL � 1/2" MORTAR SETTING BED 3' REINFORCED C.M.U. WALLS. COLUMN FINISH TO MATCH WALL, TYP. out 2 cape per corner w/#4 bar vertical (8 per column) / FILL WITH CLEAN SOL TO MATCH FINISH GRADE �FlNISHED CAME (SEE GRADING PLANS) V max. width concrete column wth J 5 bars, 12' ac both ways ORCED CONCRETE FOOTING ACTED SUBGRADE (95% PROCTOR MIN.) n 3' WALL COLUMN W/ FINIAL SECTION N.T.S. b to ter R )P err tEDMDDomm PH.: 14-)f 407.529.tO0a SMWTi DECORATIVE CAP AND FINIAL. SEE DETAILS FNL4L COLOR- % DECORATIVE WALL CAP SIMILAR TO HADDONSTONE ITEM 'BATH Of 050), SMOOTH/SAND FINISH, COLOR -BATH 02, SEE DETAIL 5, SHEET LH2.2 :af 1' REV£AI. w/ INSET or PRECAST GING WALL 1/2' MORTAR SETTING BED (PIN AS REQUIRED) Y TIES (3/4902902� ROADSIDE OF COLUMNS Y. BAKING FRIDMISHIEBY, D.RGV FNSK MDR FKEROCOW Ca CONCRETE WALL OR C.M.U.) ELEVATION TEXT BY COLUMN BEYOND WITH STUCCO FINISH 70 MATCH WALL (SEE r 3' ENTRY COLUMN) S I G N WALL AT WE S TYN BAY BLVD. ENTRANCE STUCCO FINISH (MEDITERRANIAN 'KNOCK -DOWN'). EXTEND (} FINISH B' BELOW FINISHED GRADE SCALE: 1/8" - 1'-0" FINISHED GRADE � � I NOTE: Stucco color to match color of existing Westyn B y developments. KEY JOINT AT FOOTING TYP. ,• LANDSCAPE FBL/CLEAN FILL FOR PLANTING CONCRETE WALL FOOTING COLUMN FOOTING BEYOND COMPACTED SUBGRADE (95% PROCTOR MIN.) N07M 1. ALL WALLS CENTERED WITH COLUMNS 2. TIE WALL FOOTING REEARS TO COLUMN FOOTING REBARS BY LAPPING f4 ban 12' cc horizontal and vertical AS REQUIRED 2._I. 3. EIFS WALL CAP MAY BE USED. AVAIL THRU TREADWAY INDUSTRIES. 12'x 30' max. width concrete wall PH. 352.328.3313 OR CASiLESTONE, PH. 407.528.1353. CONTRAC70R TO 2"7-0' , factor wth #5 ban, 12" oc both ways SUBMIT SAMPLE FOR APPROVAL PRIOR TO FABRICATION. ROADWAY t N!C n WALL SECTION W/ COLUMN BEYOND I gam' N.T.S. J. SCOT L15ERTY, LANDSCAPE ARCHITECT FL. LANOSCA FE AfRCPITECT NO. 1416 i=H: 40-1--lle-2124 E�021 REVELUJOOD COOP, WINTER I=r4%'1<, 1=LOi�IDA4 32-i92 GLES LANDING :OEE, FLORIDA Project VOW DECORATIVE SCROLLWORK .SCROLLWORK . .n .CONCAVE WREA*rH PETALS imuoum�' �., AT TOP ' ..Memo...... ,�, WREATH BORDER ioueme�"-hemj '% 1- i, I" BEYOND WREATH uEXTIEND uou■u■n CONVEX PLAQUE n no Muuun / CENTER n MMMuuon v' BORDER vmoMMMe■mMn E DEPTH AT ' ..Loom..■.., r� , �= vmommomou► _ MOULDINGEIFS ,IES INTO WALL PLAQUE ' CONVEK PLAQUE CENTER S :1r�TnDECORATIVE SCMLLW13RK SCROLLWORK AT r PROVIDE SCALE SAMPLE FOR APPROVAL PRIOR TOd*--DECORAIM START OF WORK • Erm) TO BE • a• REQUIRED& MOUNT WITH ADHESIVE/PIN SET AS ELEVATION AS RECOMMENDED 13Y MANLIF.) EIFS WALL+ AT TYP. PLAQUE • WALLS INTERSECTION £ C.M.U. WALL £ t 2 comer cello with /4 ban vertical (e per column) i# CAP ABOVE FOOTING EIELow x n 3' COLUMN PLAN SEICTION FOOiING BELOW DECORATIVE FINIAL ENTRY COLUMN CAP (CENTER OVER COLUMN TYP.) - ENTRY WALL CAP (CENTER OVER WALL. TYP.) ENTRY WAIL BELOW n 3' COLUMN CAP AND WALL PLAN N.T.S. DECORATIVE FN& - PRECAST W FORMED TC MAIM HAODONSDNE FM EFS COLUMN CAR SEE DETAIL 2'-0" i' REVEAL W/ INSET Or PREGIST Cd T'P• CONCRETE w (iC)n2'x12�. CIOLT3OOFF, FRENOCSIOJti BY CC PN ern 941.1A7.7218 4 IC Ir TILE INSET CERAi11C w HAIBRA SPANISHEd CDn0W BY WALKER ZANIER/ (4078942M) 3'-0" 3' COLUMN ELEVATION N.T.S. i'-e PRECAST OR FORMED CONCRETE FINIAL TO MATCH HADDONSTONE ITEM �E730E HOIST. COLOR 'BATH D2', U_-'NNSAND/SKUO7H FINISH. CORBUE d0R ,NFPGKY GROUT ILI UP STUCCO AND EIFS FORMED CAP SIMILAR HADDONSTUNE ITEM P3RI OC (MODIFIED), COLOR BATH Or. LIGHT SAND/SMOOTH FINISH. dQM ]EXTEND PIN 4' INTO CONCRETE OF COLUMN IF EIFS CAP IS USED, r Y -AR SETTING BED (IF EM SECIJRE W/ ADHESIVE SEE MANUF SPECIFICATIONS) R3/4' R3/4' 1" STUCCO FINISH TO MATCH WALL CONCRETE COLUMN, SEE 1 DETAL NOTE: EFS CAP AND FINIAL MAY BE USED. AVAIL 71HRU TREADWAY INDUSTRIES. PH.: 1/2' 352329.3313 GR CAS'R.ESTONE PH:407.52&1353. CONTRACTOR TO 3 COLUMN CAP SUBMIT SAMPLE FOR APPROVAL PRIOR TOFAMCA71ON SECTION N.T.S. STUCCO AND V MORTAR SETTING BD OF EFS, SECURE w/ ABESVE SEE MAIRK SPECIFICATIONS) ' v2• Rllr may..•. ':. 4. ': .:. : , V STUCCO FINER 70 MATCH YMLL 1/� �- CCHQEIE Ca1UN, BE ffTAL 1/T 3/lf 1' NOTE ENS OR PREFORMED CAP MAY USM CONTRACTOR 7o 91M SAMPLE FAR APPROVAL PRIM 70 FABRICATION. AVAIL. THRU TREADWAY INDUSTRIES, PTL• 352.32M3 OR CASOESDM6 Rob 407826,1353 2' COLUMN CAP SECTION N.T.S. 1REVEAL 1' REVEAL /RECESS °' ' PRECAST Q7lG WALL TILE / VENEER (3/4'Ki2')(In RAKING SODA FLASH, . • COLOR FiECHSIONE. WITH MATCHING WOUT COLOR B at NERCOROF. CO. 941 �.21 MORTAR SAS RECOMMENDEDEAS REOUIRIEMANUR . . ' . ' • P'... r .° : •.. .= METAL LATH AB STUCCO BOO • • AROUND PRECAST WALL 1LE/VEREEL BORDER DNENSONS 8' e VARY. SEE DETAILS :? • :. .' 4 °r� '— C UM OR ARCH. FINISHED GRADE " NOTE CONTRACTOR TO SUBMIT SAMPLE OF EFS MOULDING FOR APPROVAL POOR TO FABRICATION. AVAL THRU TREADWAY INDUSTRIE , PH: 3 n PRECAST VENEER AT COLUMN / ARCH SECTION N.T.S. CONSTRUCTION DETAILS Sheet Title PRECAST CDKt WALL TILE (3/4902W). BAKING SWA In"' COLOR FRECHSTOE WITH MATCHING GROUT CKDR. B 01 KEIOWOF. CO. 94IM7.7214 MORTAR SET AS REQUIRED W AS RECOMMENDED B MANIF. SON TEXT B OTHERS 3' WIDE EFS SIGN MOULDING WTH SMOOIH/SAD FINISH. COAT TO MATCH HADDONSTONE'BATH 02•. ATTACH w/ EFS AOCF9VE W PER MANUF. RfC0Y1FMAilOW am BUICC WALL WITH STUCCO FINISH (MEDITERAANAN ° 'KNOCK-OOWR•), ME G TO MOLDING A. NOTE' CONTRACTOR TO SUBMIT SAMPLE OF EFS MOULDING FOR APPROVAL PRIOR TO FABRICATION. AVAIL THRU TREADWAY ItDISBEaSS, PH: 35732LL3313 OR CASTPSM ,• B' I. PH* 407.2208148 (2)EIFS MOULDING AT SIGN WALL SECTION N.T.S. structural certification JSL Drawn JSL Check AS 5HOUJN Scale << 3 11/12/04 Date ' 2• o a Date Date Job Ni Sheet L& of (o �,. LEGEND " y,..-., ` ® RAINBIRD 1800 SERIES 6' POP-UP RAINBIRD 1800 SERIES 12° POP-UP .................................. RAINBIRD 1800 SERIES SHRUB SPRAT' ON RISER ................. ® RAINBIRD 1404 BUBBLER ON FLEX PIPE : HUNTER PCP ROTOR HEAD - 6 GPM HUNTER PCP ROTOR OR HEAD D 3GPM.......................................................................€.................................................................................................. . .................... -� -- - CLASS 200 PURPLE PVC MAINLINE-2' CLASS 200 PURPLE PVC LATERAL LINE- SIZE AS SHOWN UNTIL A I SMALLER SIZE IS SHOWN. MINIMUM SIZE OF 3/4° (EXCEPT RISERS AND FLEX PIPE) ................................ _... ............... ................... .;.......... ........................................................ SCH. 40 SLEEVE (MINIMUM OF IS' DEPTH AND 2 SIZES LAMER THAN THE PIPE SIZE OR AS LABELED ON THE PLAN) ................................................................... HUNTER (CV ELECTRIC VALVE. 1 1/2' OR SIZE AS SHOWN ® BELOW. INSTALL VALVE IN AN AMETEK 10° ROUND VALVE BOX. € 0-24 GPM =I' 25-55 GPM=1 1/2' 56 AND HIGHER GPM=2' W........_._............_.W....................................__._..... .........._.............................._...................,...... i CONTROLLER -(I) RAINBIRD ESP-LX 12 STATION FOR SYSTEM A AND (3) ESP-LX 6 FOR SYSTEMS 5, C AND D. AS SHOWN ON THE PLAN IN 1 PEDESTAL, INSTALL WITH A MINI-CLIK 11 RAIN SENSOR. GROUND WITH ........................................................................ A MINIMUM8I COPPER CLAD ER RO . SLEEVE TO AS REQUIR. ED. .................................................................................................................................................................................................................................................. 2' POINT OF CONNECTION TO THE SITE REUSE SYSTEM AND 1 1/2' METER. SEE UTILITY PLAN FOR CONNECTION DETAIL. 1 •T Ts T {" t; kT i, �T` T T _ it T 0 3/4' 1 4 111/01/061 EXTEND WALL '-T T 3/ , T T T T w k�I' T 3/4 2 11/08/05 NEW BASE 1 1/25/05 PER 1/22/05 CITY REVIEW COMMENTS No. Date Revision Description T *K T T. MA TCHLINE E ; ;Jf GENERAL NOTES �1) REFER TO THE LANDSCAPE PLANS WHEN TRENCHING TO AVOID TREES AND SHRUBS. HAND DIG AROUND ANY EXISTING 'TREES. DO NOT CUT ANY ROOTS OVER 2' IN DIAMETER 2) AL L MAINLINE PIP ING sH AL L BE u I B RED t0 A MINIM UM H DEPT OF 18' OF COVER. ALL A L T>= RAL PIPING SHALL BE BURIED TO A MINIMUM DEPTH OF 12' OF COVER 3) ALL POP-UP ROTORS AND SPRAYS SHA LL BE INSTALLED USING AN 18 PVC FLEX PIPE CONNECTION. DO NOT USE POLYETHLENE PIPE. 4) ADJUST ALL NOZZLES TO REDUCE WATER WASTE ON HARD SURFACES t BLDG. WALLS. THROTTLE ALL VALVES ON SHRUB LINES AS REQUIRED TO PREVENT FOGGING USE ADJUSTABLE NOZZLES WHERE REQUIRED TO AVOID ANY WATER ON BUILDING WINDOWS. 5) ALL RISERS SHALL BE PAINTED BLACK OR A COLOR CHOSEN BY THE OWNER'S REPRESENTITIVE AND SHALL BE STAKED WITH A STEEL ANGLE AND SECURED WITH PVC ULTRAVIOLET LIGHT PROTECTED PVC CLAMPS. (P) ALL CONTROL WIRE SPLICES SHALL BE MADE IN VALVE BOXES USING KING 'ONE STEP' CONNECTORS AND SEALANT WITH WIRE NUTS. THE WIRE SHALL BE A MINIMUM OF 14 GAUGE. 1) THE CONTRACTOR SHALL PREPARE AN AS -BUILT DRAWING SHOWING ALL IRRIGATION INSTALLATION. THE CONTRACTOR SHALL NEATLY MARK IN RED INK ON A WHITE BOND PAPER COPY OF THE IRRIGATION PLAN ANY INSTAL LATION THAT DEVIATES FROM THE PLAN. THE AS -BUILT DRAWING SHALL ALSO LOCATE ALL MAINLINE AND VALVES BY SHOWING EXACT MEASUREMENTS FROM HARD SURFACES. MEASUREMENTS SHALL BE MARKED ON THE PLAN EVEN WHEN THE EQUIPMENT IS INSTALLED IN THE EXACT LOCATION AS THE PLAN. 8) ALL VALVES, GATE VALVES AND QUICK COUPLERS SHALL BE INSTALLED IN VALVE BOXES. THE VALVE BOXES SHA LL BE PURPLE WHEN USIN G REUSE WATER TER 9) ANY PIPING SHOWN OUTSIDE THE PROPERTY LINE OR RUNNING OUTSIDE A LANDSCAPE AREA IS SHOWN THEM FOR CLARITY ONLY. ALL LINES SHALL BE INSTALLED ON THE PROPERTY AND INSIDE THE LANDSCAPE AREAS OR INSIDE A SCH. 40 SLEEVE. 10) ALL RISERS SHALL BE INSTALLED 12' FROM ANY WALL AND A MINIMUM OF 12' FROM ANY SIDEWALK PATIO OR ROAD. (MINIMUM OF 2' WHERE THERE ARE NO BUMPER STOPS) THE EXACT HEIGHT OF ANY 12, POP-UP THAT IS SHOWN IN A SHRUB BED SHALL BE DETERMINED BY THE OWNER'S REPRESENTITIVE IN THE FIELD. 11) THE CONTRACTOR SHALL EXERCISE CARE 80 AS NOT TO DAMAGE ANY EXISTING UTILITIES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE IMMEDIATE REPAIRS AND COST OF ANY DAMAGE CAUSED BY THEIR WORK 12) ALL WORK SHALL BE GUARANTEED FOR ONE YEAR FROM THE DATE OF FINAL ACCEPTANCE AGAINST ALL DEFECTS IN EQUIPMENT AND UIORKP'IANSHIP. (OR AS OUTLINED IN THE WRITTEN SPECIFICATIONS) 13) ELECTRICAL SERVICE TO LOCATION OF THE CONTROLLER WELL OR PUMP SHALL BE PROVIDED t0 A JUNCTI ON BOX OR DISCONNECT AT THE EQUIPMENT LOCATION BY THE ELECTRICAL CONTRACTOR OR BY OWNER WHEN IT IS NOT PART OF THE BID PACKAGE. 14) IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO SCALE THE PLAN AND CHECK NOZZLE TYPES TO DETERMINE THE CORRECT SPACING OF THE HEADS. THE CONTRACTOR SHALL NOT SPACE THE HEADS FURTHER APART OR USE LESS HEADS THAN SHOWN ON THE PLAN. ANY CHANGES TO THE HEAD SPACING OR LAYOUT, WITHOUT THE CONSENT OF THE LANDSCAPE ARCHITECT OR OWNER, SHALL HOLD THE IRRIGATION CONTRACTOR RESPONSIBLE FOR WARRANTY OF THE PLANTS AND OR SOD IN THESE AREAS. 15) 48 HOURS BEFORE DIGGING, CALL 1-800-432-4110 (SUNSHINE STATE ONE CALL CENTER) SH T. 46 mm mm ", - mmmu_ - i + ALL HEADS SHALL BE INSTALLED A MINIMUM OF 12' AWAY FROM ANY BUILDING. ? ' + ALL VALVE BOXES SHALL BE MARKED INSIDE WITH THE ZONE NUMBER ON PLASTIC CHRISTY TAGS OR AS PER THE WRITTEN SPECIFICATIONS. SIDEWALK CURB 6' SPRINKLER NOZZLE ETC. SEE CHART / a VALVEBOX FINISH GRADE FINISH GADDE (P' MIN. CONNECTORS EXPANSION SURGE BODY ASSEMBLY LE KAF-FLEX PIPE VALVE USE 1/2' ON45 SPRAY HT�ES £ y 45 PVC STREET ELL 111 LENCst .x .H ,:- PVC TEES - OR ELBOWS h 6' GRAVEL TO LATERAL LINE TEE BASE LATERAL LINE .f°"' MAINLINE PLACE CONTROL WIRES UNDER MAIN HEAD DET�41L ELECTRICAL VALAE. • COORDINATE PLACEMENT WITH THE LANDSCAPE PLATE INSTALL RISERS IN THE CENTER OF THE HEDGE ROW. • PAINT THE RISERS BLACK OR AS PER R`cQUEST OF THE OMER- REUSE SYSTEMS MAY REQUIRE PURPLE RISERS SY CODE. 3 WALL OR 8TRUCTURE (8EE NOTES) MINIMJi1 0' :''J.s: INSTALL RISER 4' A15OVE INSTALLED PLANT MATERIAL --� 4' : SCH. 40 RISER —ULTRA-VIOLET PROTECTIVE PVC CLAMPS �—MULG# I'XI' STEEL ANGLE-- -PVr, TEE OR ELBOW i sHRu5 RISER DETAIL BSDREAD CIRCLE EAGLES LANDING O, FLORIDA 32804 3904.O.0000FAX .5469 OCOEE, FLORIDA 4 RLA N0.0000707 Project m CMUMTco wai le 4F name eo a PAP GGKTRMJMQ T VALVE DOX 3' PVf3 CQ•IOUtt L MR1Mt1 N0.10 wim WIFE 2' PIT GOPDWT "W corn!R-- C=A7EDRODAND c+Arr+ WE WRMEN ermol"CATIGM no VOLT room om Ili ',,... AND aRaw p' 7NK,c NOZZLE CHAIN A 1800-15F € 3."f ............ .............. ZONE NUMBER — -................. 15 _.. ............ THRE E CST lg�.. . C 1r13-15T , r is 180�-15H :..._TWO THIRD ........................................ I 1.9 zo ...................1.a.'.................................... E........._1800-1T......... _. F 18rafd-16......._............._......................_......,................1.�✓.'......_........._'...0u THIRD i 1800 15 ST 15 � C,2UARTER .... `• ........_..........__................-..._.�..._......._..W-.._....._......_..........b.....�..,.........�,�„',,,.......'1:�..X.1�✓......�.._...........1.`.1.P....,SCRIP,,,-....,......._............._ _..H........_ 180rd-15GST.......................................12....._..._..........._.._..._x..30............_CENTER..STRIP._._............... / \ . _........1800-10V N..._............_.........._.._I: ...._.....-........._.......10.'.._....................1.0...PE...... 41DJLlST........._... / GALLONS .fG.........1800-1rrdF.-1-4.................._L.............�b....._..._...............__.._.1.m_....__...............LOW_ULL... PER MINUTE L........<....l:m.-9ssT..........................1................................ L _ tE I I I.i ..........9� X1.........i..........SI.D...E..Stj IP .............................. WATER USE .1" t........_i$mm.-1SS� 1 ; 12 4 X 30 y SI , N : . . 180 - 0 1�N I ............._..._........_....1.2..._...._.................1-W._CsALONACx........ H=HIGH .....P.........18rd0.-10t-LA......._....,...y.........._52 '�' . .._....._.._..._._........._..1m......._........._ _._LOWONE;• THIRGD.............. : u i?„__•,..18(d0•-10Q-.._�4._.._.....W.4....W_._ 39_..._.... i 10' O / 80 AUGUSTINE ......-.....W..QUARTR._._......_..._ SOD a 1800- .g................ 8H- T --- ..................----�19....__.......................__8...__...._- _SLAT H,4LF............................ ... . is _.......................... 10 ,_......_..........................._...... LOW HA F ..........1800,-8Q--Lt.......... ........... 39 ......... 8'...... I FL,4T G2U,4........_..............._........ 2„ ::: M-MEDIUM .................... ,................ --................._RTER- ...... PLAxt ....................I............52...................................5` .::> . ...... `EAT.. T+-.-l..r'..R...E.... QTR........ ': MATERIAL .S1J,•,,,,,,,..•18fd0•-10P-L,4(PG8-060-.SCREEN).s.. i E' CxPM..FULL.BUBk3L1=R ,1 X , 1. fA41.-��OS..T.- ............... €......._... 50 .....,_._.._,__.......w_ . W.......,....STRfP,_S-MLER.....__.... _.... _ _ . ,, 9 _.'C...........1800-.lm -LAl S-0 = . H...............i'..G 30 SC �.. L LOW . .. 3 ........._..BEN . .......... ...... GPM HA F ,. z I......_........_..,.........•...._. WIA SOD 1800-15VAN VARIES 15, ADJUSTABLE r : NATI vE PLANTS ��%J//f.%/;!�l:Ff!:Yf:'4:'.a,[C!/.G'.�bli;;i:!/:fX;%'"�J��///J<::!///J.Cli///.G!:4J//.pii/:%JJ//i//!/JJ�%J//J/�.G%/%J//%•!//J/J/"+ ' . I.J/.J//n'iJ//.%/'.l%//dk%J/J/l{l////Y//1 F:ll1///1.:�:•:'%//////J,.ii�/.J/l''/:•i/1.71Gl.'%/�/Ilid%//.fc`biJ/%i%l/J.%✓/.�/.G,I:%///.:r ' RE -USE WATER REQUIRE r f f i 1) ALL PIPE SHALL BE THE PURPLE REUSE TYPE. 2) ALL MAINLINE SHALL HAVE MAGNETIC MARKER TAPE PLACED IN THE TRENCH 6' ABOVE PIPE. 3) ALL SPRINKLER HEADS SHALL HAVE PURPLE INDICATORS TO ALERT THE PRESENCE OF RE -USE A M 4) ALL MANUAL AND ELECTRIC E IC TR VA LVES SHA LL HAV E PUR PLE IN OF RE -USE WATER DILATORS TO ALERT THE PRESENCE 5) ALL VALVE BOXES SHALL HAVE PURPLE LIDS TO INDICATE THE PRESENCE OF RE -USE WATER. 6) ALL EQUIPMENT SHALL BE INSTALLED AS PER ALL LOCAL, COUNTY, STATE, AND FEDERAL CODES. PROVIDE AND INSTALL ALL REQUIRED REUSE SIGNS. 1) ALL CROSSINGS OF IRRIGATION PIPING AND POTABLEWATER LINES SHALL HAVE THE VERTICAL CLEARANCEVISUALLY VERIFIED AND THIS VERIFICATION MUST BE SHOWN ON THE ASBUIL.t DRAWINGS BY DOCUMENTING THE VERTICAL MEASUREMENT SEPARATING THE PIPES. 8) THE VERTICAL SEPARATION BETWEEN THE POTABLE AND RE -USE WATER LINES SHALL BE A MINIMUM OF 15'. THIS SEPARATION SHALL BE VERIFIED AND DOCUMENTED IN A SET OF ASBUILT DRAWINGS AS PER SPECIFICATIONS. THE HORIZONTAL SEPARATION SHALL. BE 5' CENTER t0 CENTER AND 3' OUTSIDE TO OUTSIDE IF VERTICAL MINIMUM OF Is, IS NOT MET. REFER TO THE SPECIFIC CODE IF THESE SEPARATIONS CAN NOT BE MET. i f` '} ALL HEAPS ALONG* > / OGOEE-APOPKA ROAD Jf \ _SHALL SE INST / \ APART ANC> •: :. t:� \ MINIMZE OVE TJR O \ \THE WALL. / \ 1/4 PLij \ LLJ 30 \ \ 34' "`~`^;•,.... ` \ '' ski: Q V \ 0/4Z5.\ I/¢,.: ICJ LLJ 1/2 \ %•H:f 3o ... f of IRRIGATION FLAN /✓d fV OL z LW5 Drawn Sheet 15 of 10 LI.US Check ,A5 SHOWN Scale 11/12/04 Date Sheet Title Date Job No. Ground Elev. Varies See Profile Sheets 2 11 -_ .�. ,; 76 9 �• 88.8 87s s j Bottom of Wall 10 9�•_-- ' � 9 5 �- --- R lb A �h B 1 Pond "BBE - �--" �1 STA.26+36.68 END '��`�� 107.9 5 1049 5.0 !j 53 ` A-Mo 79 S t 94 aQ$ , Pond A r / _ STA. 7+. 107. \✓ _ �>02.2 75 9 89.1 f n A. 0.00 s, r o 34 A FA \`.2A `�, _ A �52 "2.5 f00.3 �� A ' �h B ! 110 5 `C----•i / "` J y s ` g5 \ C s . Te �rary Se d ent & . 061a J o 105.0 � p -`� h A / `p5' �� 1 74 �W' 8 875 Con ro! arr% (ie, Silt en e� 00 0 4 0 A \\ ATA. + 0 rzo0 A. 24 ZQ p5 g ,io 110.2 10 g.` •5 ^0 5$ 9g, r0.2 �N� A f� \ �, % 12. 10 B 5 1 D2.2 AA g , -mod 05 o `; A-Mo °� ti 81 .sl � 9� � `tea _`"` •,.• � „s 51 1� 1 1 7 3 0 � \ �--• ''moo rro. 0 11 Q 5 A �b 10, 10 A d 9 °'84.5 � 5Q 102 op. 101.1 97 5.4 r23o A. 10.0 4g 11 ! A-MO� ? �s2 0 87.6 B ~'t �o rro.o 11i.1 �� N 114•.5 -mod 7 12 � 72 l 2 \ ``�.®� Cg$ Top of Wall ,. 12zo ;022 s.2 �'`877 B $4'5 A -mod �____i ` `` 724 o A. Z .00 25 % ` . `12 \ `• y- �'! ;, 9� A'0 K3g 1 QQ 5. [ 89:0 84 \ a B g4.5 `' F2,» 26p �� / 2 % 112• f -Mod g>•5 / A �l 1 2 i 01 5.9 116.E 71 ! 104.2 j % 84 8.3 ` B 84 5 r27. TA.19 r �0 �3 �12.1 10 5 !A- od g5.5 B55 / 84 r r 17.2 100.6 89.9 / A / 84.8 B 4 5 WALL STATION TYP. A.18 q 00 � I 1 � 10 5 A Mod 94 � � 1 ` 1 �� C 89 g 100.9 89.9 A 85 °88.0 B \ �o rrao 3 �, l 4.5 \® g • 84.5 21 / 11° \ ` N -MOd`% 95.0 9 1 $ 5 \�•..-., 128 o A.17 10% � q 85 „ ``�.\ �. 0 1 Q 4• B `.•� 3 87 ` - 2Q A 1 s•1 °' 's 10 . ! IA -Mod / /� 94.s s ( A 4*. 105 4.8 ` `� 67 / g9.4 89 89.0 J 85• '�S rr4,5 19 104.9 A -Mod g4:8 94.3 ` /� I � 7.7 .� r27s A.16 0�0 112.6 ~~ 0 9 99.3 g9'0 89.2 r A 85,2� I ��/ 1 �i p1.3 BOO 36 IA -Mod �g4.5 4.0 89 I 3 foo. �� s 2 8s 4 5- 0.00 109.2 A 17 9 ° ��.� -Mod g4.8 -.,, .14- 0 D J ` 1220 r° ros,s 5.8 1A g8:8 �` \ �� 99.9 94.3 91 ��-•..,. ``'=-� , ``�, TA. 0. / �\ .w f01.5 A -Mod 94• 99.9 89.2 3 15 9 A -Mod g4.3 ! Vehicular and pedestrian restraint by others. ` r2 s �'S r 03 3 A 4 r Adhere cap units to C.M.U. per ° A.1 .00 A © �`�'`•�. 102.811 A -Mod 4.0 ,, r 103. manufactures recommendations '�.,,`' p� rr i r .11 fl0 02 8 // A ! .3 � Q 981 "Liquid Nails" is an approved product. �•. �` os ro25 / 12 / �. 1°0.� A -Mod Top Elev. Varies r ���A: ~ ` � ., s,s f0 �m \ s ro 9 r See Profile Sheets 2-11 ` �' � .. ... , : \ \ \ \ \ \ \ �\ \ \ \ \ \ \ \ \ � ` • S 2 s 10 �� 1 °° ` a� - - gut 12" ,\ \\ \\ \\ \\ \\ \\�\\,\\�\\�\\�\\ \\/\\ \\ \\ \\ \� \\ /\\/\\ \\ \\ i■��r�.•_- \\`` rrs.5 ° // ro20// Geo rid Marafi 5xt. / // \ ` 3.._y 1 0 STA. 00.0 1 101.5 °} ` .'• •:'' See Profile for Len th and Location �T ��? \ \ \ r5 p 103.2 4 Anchor �'i,/i,/i,/ SCALE1" 100' � \ .. STA. g A / Diamond Pro ns F xr # 57 Drainage! �r5p'o� ro3o f035 ^ (. ) Units '� 2��r,Y' '` see manufacturers w�� �0 11 recommendations r r" Geo rid Marafi 5xt. ti See Profile for Length and Location Place filter fabric to se arate soil from // //� - y p \\ \\ \\ \\ \\ r drainage stone typ. .� 2 , • ::<��Gaocjrld Marafi 5xt. : r rY Y See Profile for Length and Location 4 fi,,•, • \ \ \\ \ \ \\/ \/ \\/ \\/ / Geo rld Marafi 5xt. s�T}r � 2 • • \ \ \ \ \ See Profile for Length and Location rhv ,tt \ \ \ \ Geo rid Marafi 5xt. \\ \\ \\ \\ \\ See Profile r Length andLocation \\ \\ //\\//\//\\\\ \ \ \ \ / \ \ \ \ Geocrid Marafi 5xt. \ \ //S�Profifor Length jLocatn //Geo rid Marafi 5xt. ,� Est :: •..';'•...� /\/\/\/\/\/\See Pr\�for Length and Location �G\\d M\ 5xt\:\\\.\\\ oXx See Profile for Length and Location n Geourid Marafi 5xt. r Locatioon\� N n Dead Load = 0 Live Load = 100 psf ;, ��-� = ':•: ,^• \/�\\�\\�\\/\\/\\ Ss\ rofil\ Le\th ar\ ocati\ �\\�\\/\\ rid Marafi 5xt. /See Profile for Length and Location Geo rid Marafi 5xt. eerie far en gth and L / _x�.>+,..�:�., "';�.•::�� Gea rrd Marafi 5xt. � 3�;�}; � • •'•� ' • \ \ \ \ \ \See Profile for Length and Location Geo rid Marafi 5xt. Marafi 5xt. / •�� 'F .� :; • \\ \\/\\ \\ \\ \\Se\ file\\Le\\an\ocati\\ \\ \\ \\ \\ See Profile for Length and Location �\Embed 2 blocks/Geo rid Marafi 5xt. \\//\\//\\// F rk}` �� z5•.: •:. ;'' .',,...'' , • / / / / / / See Profile for Length and �/ j //j,6"X24" gravel pad compacted to 95% AAStiTO T-99 Gravel shall meet FDOT Standard Undisturbed soil orrecompact Specifications For Road and Bridge Construction sect. 911,5.2.1 to a minimum density of 95°l0 AASHTOT-99 TYPICAL X-SECTION �\ PRINCIPLE REINFORCEMENT � DIRECTION ' L )a ANCHOR DIAMOND PRO ISOMETRIC VIEW. --...BEVELED BLOCK (NOT TO SCALE) IN THE "CROSS -OVER AREA" OF REINFORCEMENT, ONE OF THE LAYERS OF REINFORCEMENT SHOULD BE :.LOWERED OR RAISED ONE COURSE TO ALLOW PLACEMENT OF THE REINFORCEMENT WITH THE PRINCIPLE REINFORCEMENT STRENGTH DIRECTION PROPERLY ORIENTATED. THE REINFORCEMENT SHOULD NOT EXTEND INTO THE SEGMENTAL UNITS ON THE RETURN LEG OF THE 90 DEGREE CORNER ANCHOR DIAMOND PRO BLOCK 90 DEGREE OUTSIDE CORNER WITH R t INFO (NOT TO SCALE) I EAGLES LANDING SEGMENTED RETAINING WALL BY M.S.E. SYSTEMS.) .A.i,rC. I- z bj z O rvv FIX NOTES: zc� PLACEMENT( W rr EXTENSION 0 REINFORCEME //i A 0 .96 nr)r.m�r,�r...-.'•,- NOT SHOWN FOR CLARITY ANT H/4 BEYOND AT THE SPECIFIED ENT ELEVATIONS ENSION sacK _OCK PRINCIPLE REINFORCEMENT DIRECTION ANCHOR DIAMOND PRO BOCK 90 DEGREE INSIDE CORNER WITH REINFORCEMENT (NOT TO SCALE) Underdrain piping may be ABS or PVC flexible 4" piping, provided perforations shall not be less than 23,000 sq. mm. per square meter of inside pipe. U O O Relief pipe to go through wall at 50' intervals. NOTES: 1 Backfill to be compacted in 8" lifts to 98°!o AASHTO T-99 Backfill shall be clean free draining granular material free of organic material. Backfiil soils shall have an angle of internal friction of 300 or greater. 2 Filter Fabric per FDOT index 199 Type I D-2 (Maafi 140N or Equal}. 3 Work shall be performed in accordance with manufacture's specifications, as provided for by NCMA, and in accordance with FDOT Standard Specifications For Road and Bridge Construction currant Ed. 4 These plans are designed specifically for use at Eagles Landing in Ocoee, FI. N'o other location is intended, implied or authorized. 5 Contractor shall contact appropriate utilities for underground locations prior to any excavation. 6 'Cbis design meets current Florida Building Code raquitements =7 These plans represent our best interpretation of the civil `-Vrawings they should be reviewed by site civil engineer prior to incorporation into the work. STA. 3+00.01} EL =124.50 EL =123.83 GEOGRID LENGTH BEND STA. 2+91.93 EL=123.16 17.® TYP. EL =1 2.50 17.0 =121.83 14.0 =F-7-T-T-=- 16.0 15.0 1 .0 140 f 1 .0 14.0 _12.0 1 IT117 14,0 _ 14.0 1 .0 �I 1 .0 14.0 12.0 -T#T1 14,0 1 .0 1 .0 14.0 14.0 12.0 14.0 1 .0 14.0 14.0 i 1 .0 14.0 I 1.0 T 14.0 1 14.0 _ 1 .0 14.0 1 .0 11.0 _"' -_1--FL �T 14.0 T- 1I 7I i ^® 0su GROUND LINE EL=100.83 I 11 14.0 EL =100,16 EL =99.50 91 STA. 4+00.00 GEOGRID LENGTH TYP. L =124.50 EL=124.50 ---- -7I ------I 18.0 ,� EL=123.83 Q 18.0 17.0 11.0 17.0 1.0 15.0 is-0 14.0 1 .0 15.0 C 1 .0 11 15.0 �� 1 .0 14.0 1 .0 15.0 1 .0 15.0 1 .0 111 1-4.0 1 .0 15.0 10 15.0 1 .0 1 .0 15.0 1 .0 1 .0 15.0 1 .4 1 .p I 15.0 1 .0 1 .0 15.0 1 .0 1 .0 ..o -15.0 .0 1 .0 15.0 14.0 GROUND LINE GEOGRID LENGTH STA. 7+00.00 TYP. I ±T I -T 1 .0 1 .0 1 11.0 •0 12.0 1 .0 12.0 1.0 112.01 1 1 1 111.0 1 .0 11.0 12.0 p 1 .0 1 .0 11.0 1 .0 12.0 1 12.0 11.0 11.0 1 .0 --FI 1 .0 1 .0 .0 11.0 -1 1 .0 TI I- 1I 12.0 i 1.0 12.0 ' 11.0 1 .0 11.0 1 .0 0 i .0 i e0 11.0 1 ,p 1 .0 ._' 1.0 - 1.0 1 0 --a- !I 1 .4 11.0 EL=102.83 EL =103.50 1 .0 EL=102.16 EL=101.50 EL=100.83 EL=100.16 GROU I LINE it a GEOGRID LENGT H1 STA. 8+00.00 1 TYP. 0 II jI1 -14I 1 1 --I1 .0 - . . 1 12.0 12.0 rI 41 12.0 61 e0 1 e0 1 a0 1 .0 .0 11.0 11e0 11.0 ® 1 e0 1 .0 1 1 .0 1I1 •0 1 11.0 1I 11.0 11e0 .0 1 e0 i e0 1 .0 .0 l i.0 11.0 , _..._ - --- - �. - - - - - ._ _. - _.. _. -- - 11.0 .0 11.0 11e0 -- - --------11I 11.0 0 GROUND LINE GEOGRID LENGTH STA. 9+00.00 i TYP. 1 1 --T-LI .0I . . ` I 00 .0 12.0 12A 12.0 12.0 12e0 1 i.0 11.0 .0 1 e0 Ito 11.0 .0 11.0 11.0 _l.0 _ 11.0 1.0 .0 1 .0 1 11.0 11.0 e0 11,0 .0 11.0 11.0 1 .0 1 e0 1 .0 . e0 11.0 1 11.0 11e0 e0 11.0 I- I I 11 11.0 it .0 11.0 11.0 1 .0 .0 -144I 4--- 11.0 .m- -- _- 11.0 1 e0 - - -1 11.0 e0 1 .0 - - - - - s 1 .0 GROUND LINE EL =103.50 1 .0 I i I GEOGRID LENGTH STA.10+00.00 TYP. . . 14.0 14.0 12.0 12.0 12.0 12.0 ll ol I Ili.0 11.0 11.0 Tj i .o 1.0 1.0 111.01 1 1 1 1 111.0 11.0 11.0 Ep 1P.O 1 .0 1 .0 1 .0 11.0 11.0 11.0 11.0 1 .0 1 .0 , 1 .0 1 j� .0 - - _.. - - 1.0 1.0 1 .0 1 .0 1.0 1 .0 GROUND LINE STA.10 -00.00 GEOGRID LENGTH i i TYP. EL=121.16 14.0 .0 14.0 14.0 14.0 12.0 12.0 .0 12.0 12.0 12.0 Ito FF .0 11.0 11.0 1 .0 1 .0 11.0 .0 111.0 1 .0 11.0 11.0 1 .0 .0 11.0Ili .0 111.0 1 .0 11.0 .0 11.0 i .0 11.0 11.0 1 .0 .0 11.0 11.0 1 .0 1 .0 11.0 .0 11.0 _ i .0 11.0 _ 11.0 .0 1 .0 1 .0 11.0 11.0 .0 i .0 Ito 11.0 11.0 11.0 GROUND LINE STA. 11+00.00 GEOGRID LENGTH TYP. EL=121.83 14.0 14.0 14.0 14.0 12.0 12.0 12.0 1 .0 ( E 1 .0 i .0 1 .0 11.0 11.0 11.0 Ili .0 ll.0 11.0 1 .0 11.0 111.0 ItoIli .0 11.0 11.0 11.0 11.0 1 .0 1 .0 1 .0 .0 i .0 11.0 11.0 11.0 Ili .0 11.0 i .0 1 .0 11.0 11.0 11.0 1 .0 .__. -- - - 1.0 - 11.0 11.0 Ito 11.0 1 .0 GROUND LINE FI EL =103.50 STA. 12+00.00 GEOGRID LENGTH EL =123.83 I YP. EL=123.16 EL=122.50 1 .0 14.0 1114.0 14.0 1 .0 12.01 1 1 1 11.0 1 1 .0 I I I I I I 1 1 .0 12.0 1 .0 11.0 11.0 11.0 1.0 (� ,. Z•0 Ito I I I 1 1.0 .0 12-0 1 .0 I I Ill.0 111.01 1 Ili.0 1 .o 11.0 I 1 .o I I 1 .01 I 12.0 1 to I 11.0 111.0 11.0 #TT7 1 1 .0 1 .0 I 1 .01 1 1 1 1 t I I ill.0 I I I I I 1 to I 00 11.01 1 1 1 1 1 1 1 Ito I I I I I I I I I I I Ito I I I 1 .0 11.0 1.0 1 1 i .0 I I 1 11 1 F I I I I1 .0 1.0 _ GROUND LINE it EL =104.16 E, I �I STA. 13+00.00 GEOGRID LENGTH TYP. EL=125.83 EL=12b.50 EL=125.16 116.01 EL=124.50 ___F_[ 116.01 1 11 .® 15.01 114.011 .0 1 .0 1 114.01 14.0 14.0 1 .0 1 .0 1 0.0 1-4.0 14.0 1 .0 12.0 12.0 1 o 1 .0 1 .0 14.0 1 .0 1 .0 14.0 1 1 14.0 14.0 12.0 12.0 1 o 1 14.0 1.0 14.0 1 .0 1 .0 14.0 14.0 14.0 1 .0 12.0 12.0 1 14.0 14.0 14.0 14.0 12.0 12.0 14.0 1 00 1 14.0 14.0 12.0 1 112.0114.0 14.0 14.0 14.0 12.0 12.0 1.0 �. -- -- -� - - 1 .0 14A 14.0 12.0 12.0 1 .0 E L=104.83 EL=105.50 6 GROUND LINE i i GEOGRID LENGTH STA.14+00.00 I IN EL=126.50 TYP. EL=127.16 1.0 15.fl 1.® 1 14.0 + 13. 1 .0 L111 11 1 .0 1 .0 1 .0 a4.0 4 1 12.0 1 .0 12.0 .0 12.0 I .o 11.0 1.0 1 12.0 1 .0 .0 14.0 1.0 12.0 12.0 .o .I 12.0 1 .0 i2.0 1 11.0 1 .0 .0 14.0 1 .0 12.0 1.0 12.0 12.0 1 .0 12.0 11.0 1 .0 1 1 .0 .0 1 .0 12.0 1 .0 1 11.0 1 .0 .0 1 .0 _ 12.0 1 .0 11.0 11.0 1 0 r _. 1 .0 L7--1 12.0 s..... .�. _._. .+....v 1 "® a2.0 EL=108.16 EL =108.83 EL=107.50 EL=106.16 EL=106.83 GROUND LINE I I STA.15+00.00 GEOGRID LENGTH E TYP. EL=127.83 14.0 • • 14.0 14A � • _ -F---F-1LTI 1 .0 12.0 12.0 12.0 1 .0 1 .0 10.fl 1 .0 1 .0 I l l.0 T €I 1 .0 -1 if-0 11.0 10.0 10.0 1 .4 11.0 11.0 1 .0 a .0 '! 10.0 1I 11.0 1 1 1 1 .0 _ It 11.0 11.0 1 .0 10.0 10.0 11.0 " 11.0 11 .0 110 a .0 10.0 1 .o 1 .0 11.0 1 11 I 1 .0 a .0 11.0 11.0 1 .0 10.0 10.0 I 1.0 1 .0. - a 1.0 11.0 11.0 _ 1 .0 ,� _._. -- .._.. 1 .0 -- `�...' 1 .0 11.0 �. _.__ --- 11.0 -- 1 .0 EL=112.83 1 fl 7�I--- I lio L EL =111.50 EL=112.16 1.1.0 E =110.83 EL=110.16 EL=109.50 EL=108.83 GRO' LINE STA.16+00.00 GEOGRID LENGTH TYP° EL=128.50 .0 1 .0 1 .0 .0 • 1. 1 .0 1 .0 1600 9.0 1-I--- 9.0 90 9.0 9.0 90 9.0 .0 10.0 80 8.0 8 0 80 8.0 80 80 .0 10.0 s.o s.o so 8.0 � _ 8.0 8 0 8.0 .0 10.0 8 0 80 8.0 80 80 .0 1.0 8.0 sQ 8.6 8.0 8.0 8.0 8® 8.0 80 80 8.0 80 80 .0 10.0 I EL=113.50 GROUND LINE EL=114.16 EL=114.83 W W CD � � O W W W C-8 of 11 IN 1111 EL=127.83 GEOGRID LENGTH Typ. STA. 21+00. EL=127.16 11.0 11.0 11.01 1 1 1 1 2.0 9.0 9.0 9,0 10.0 1 .0 18.0 90 9.0 14 10.0 10.0 10.0 ._ _ 8 0 80 gp _ 8.o 8 01 10.0 16.0 1 .0 U N 8® 8.0 1 .0 i 10.0 10.0 �z �� o $ 0 80 80 8.0 80I 10.0 ���ao �� 8.0 8.0 16.0 1 .0 W in 8.0 j 1 80 8.0 .0 80 .-- g0 „_._ - - -- 80 - - ®� .._ 10.0 10.0 - � 8.0 8101 �-- - _... _. .� 10.0 GROUND LINE EL=113.50 1 '® 1 •® - - '-- -- - EL=112.83 1 .0 EL =112.16 GEOGRID LENGTH TYP. EL=126.50 12.0 , i EL=125.83 11.0 j 10.0 10.0 I 1 .0 1 .0 10.0 10.0 90 90 90 9.0 go 9• 16.0 16.0 8.0 8.0 $.0 \ 8 0 8.0 $ 10.0 10.0 $0 80 80 8.0 $ 0 8, 1 .0 1 .0 8.0 $.® $.® m .. O 8e0 $ 10.0 10.0 80 80 80 ® - - 8.0 S 0 8. 16.0 1 .0 8.0 8.0 -- - - - - .� 8.0 80 - o _ z o 8.o 8 5 GROUND LINE EL =111.50 v w 0 STA. 22+00.00 EL=125.16 GEOGRID LENGTH TYP. EL=124.50 0 1 .0 z , EL =123.83 11.0 0 9.0 910 9.0 10.0 a 9,0 1 .0 1 � o 9 ® C_) cj o CU (� C� 810 8.0 8 ® 8.0 8.0 J J ammmaJ 0 $.0 80 8.0 80 ozoo� �w�w oho $.0 70 70 ZQY ¢Wp 0 80 8.0 _ 80 8.0 so 7.0 7.0 0 $.0 810 $.o $ o ( $.0 7 p _ 710 GROUND LINE �-, GEOGRID LENGTH STA. 23+00.00 H TYP.�- EL=123.16 .0 10.0 W W 16.0 W O .0 80 8.0 80 80 8.0 8.0 C W O 0 W 7.0 70 7.0 7.0 70 7o .0 70 7.0 70 710 w 7.0 7.0 � 7.0 710 7.0 7.0 7 0 7 - - - - - - - - - SHEET 00 70 7.0 70 70 - - - - - - -1 7.0 c-10 of 11 ITEM NUMBER IV. D Westyn Bay, Phases 4 & 5 Final Subdivision Plan Ma oor S. Scott Vandergrift Cily Manager Robert Frank STAFF REPORT Commissioners Gary Hood, District 1 Scott Anderson, District 2 Rusty Johnson, District 3 Joel F. Keller, District 4 DATE: November 8, 2006 TO: The Planning and Zoning Commission FROM: J. Antonio Fabre, AICP, Principal Plann THROUGH: Russ Wagner, AICP, Community Development Director 011, SUBJECT: Westyn Bay Phase 4 & 5 Final Subdivision Plan Project # LS-2003-005 ISSUE: Should the Planning and Zoning Commission recommend approval of the Final Subdivision Plan for Westyn Bay Phase 4 & 5? BACKGROUND: Westyn Bay Phase 4 & 5 subdivision is a continuation of the previously approved Westyn Bay (FKA: Avanti/West Groves) residential subdivision. Westyn Bay Phase 4 & 5 is generally located between Ocoee -Apopka Road and Westyn Bay Boulevard. The development includes approximately 31.3 acres of which approximately 8.6 acres are designated as wetland/conservation to be dedicated to the City. This conservation area adjoins and connects to a series of other conservation areas already dedicated to the City. The subject property is currently undeveloped and is partially covered with a variety of trees. The Future Land Use designation is designated as "Low Density Residential' which allows up to 4 dwelling units per acre. The surrounding land use to the north, south and west is developed as part of the Westyn Bay single-family residential subdivision. It is also bounded to the east by Eagles Landing single-family residential subdivision, zoned R-1-AA. To the extreme northeast is the ForestBrook single-family residential subdivision, zoned R1-AA. On June 5, 2001, the City Commission reviewed and approved the Preliminary Subdivision Plan for Westyn Bay (FKA: Avanti/West Groves). The Final Subdivision Plan for Phase 4 & 5 as presented is consistent with the original Preliminary Subdivision Plan as approved. The Planning and Zoning Commission November 14, 2006 Page 2 of 2 DISCUSSION: The Final Subdivision Plan proposes 68 single-family residential lots on approximately 31.3 acres. The property is zoned R-1AA requiring a minimum lot width of 75 feet and lot size of 9,000 SF. However, typical lot sizes proposed in this subdivision have a minimum lot width of 90 feet and lot size of 10,800 SF. As shown in the Final Subdivision Plan, Westyn Bay Phase 4 & 5 will be developed in two phases. Westyn Bay Boulevard is planned to be extended through the proposed subdivision and connect to Eagles Landing subdivision. The Developer of Westyn Bay is coordinating the utilities, road connection and the use of the community meeting room with the developer of Eagles Landing single-family subdivision, adjacent to the east. These arrangements between Westyn Bay and Eagles Landing are promulgated in a recorded Development Agreement. Recreation facilities and meeting space for the residents are provided within the main recreation complex for the Westyn Bay subdivision. Since, this is an interior infill project no privacy subdivision walls are warranted; however, entrance features and landscaping were added to enhance this final subdivision. DEVELOPMENT REVIEW COMMITTEE RECOMMENDATION: The Development Review Committee (DRC) reviewed the Westyn Bay Phase 4 & 5 Final Subdivision Plan on October 26, 2006. There were a few minor issues to be addressed from the Planning Division and from the Engineering Department that were identified in written staff comments and presented verbally. All of the issues were discussed and all changes to the Plan were agreed upon. Discussions occurred on the timing and construction of Westyn Bay Boulevard. The applicant was also made aware that Westyn Bay residents should be notified about the construction and the inclusion of the Eagles Landing subdivision into the Westyn Bay community. Additionally, the applicant was made aware of the responsibilities of Westyn Bay HOA in regards to the inclusion and maintenance of Eagles Landing's common areas (retaining wall, privacy wall, etc.) into the association. When the discussion was finished, the Committee voted unanimously to recommend approval of the Final Subdivision Plan, subject to making the changes agreed upon at the DRC meeting. The plans have now been revised to address the issues that were discussed at the DRC meeting. STAFF RECOMMENDATION: Based on the recommendation of the DRC, Staff recommends that the Planning and Zoning Commission recommend approval of the Final Subdivision Plan for Westyn Bay Phase 4 & 5 Subdivision, as date stamped received by the City on November 7, 2006. Attachments: Location Map; FLU Map; Zoning Map; Final Subdivision Plan date -stamped received by the City on November 7, 2006. Westyn Bay Phases 4 & 5 FSP Location Map J Y LAKE APOPKA m 0 L 7 J J0 / 0 F'- a 0 Co P I U J C I N 0 0 �O r r ` • i + r• i i i i r n s t w a a t i s t... a r a a •. s •• • •:. e a + t x yyy i � ♦ d f f t t t t } r Y ti• M i i i • • • CALL SUNSHINE -ONE -CALL, 800-432-4770 TWO FULL BU S INESS DAYS BEFORE YOU Dilf WWW,CALLSUNSHINE,COM VVESTY 11 13)kY FIIM)kL SLJ CITY OF OCOEE, FLORIDA PREPARED FOR WEST, GROVES VENTURE,.LLLP C/o L.H. WEST, LLC LEGAL DESCRIPTION: (PARCEL "A") (AS FURNISHED BY SEARS SURVEYING) A PARCEL OF LAND LYING IN SECTION 31, TOWNSHIP 21 SOUTH, RANGE 28 EAST, AND SECTION 6, TOWNSHIP 22 SOUTH, RANGE 28 EAST, ORANGE COUNTY, FLORIDA, BEING DESCRIBED AS FOLLOWS: COMMENCE AT THE NORTHWEST CORNER OF THE NORTHEAST 114 OF SAID SECTION 6, AS A POINT OF REFERENCE, THENCE RUN N 0020'53"W, ALONG THE EAST LINE OF THE SOUTHWEST 114 OF SECTION 31, TOWNSHIP 21 SOUTH, RANGE 28 EAST, 1155.27 FEET TO THE POINT OF BEGINNING; THENCE RUN S 79°38'30" W, 33.61 FEET,- THENCE RUN S 30°02'00" W, 79.28 FEET, THENCE RUN S 15'48'09" E, 65.98 FEET, • THENCE RUN S 00`07'18" E, 62.55 FEET, THENCE RUN S 12°33'25" W, 65.52 FEET, • THENCE RUN S 02°57'44" E, 47.40 FEET, THENCE RUN S 01 °10'14" W, 45.14 FEET, THENCE RUN S 16°31'41" E, 74.70 FEET,• THENCE RUN S 18°32'43" E, 48.80 FEET,• THENCE RUN S 22"02'45" W, 86.30 FEET, THENCE RUN S 01°41'04" E, 21.18 FEET TO THE NORTH LINE OF WESTYN BAY PHASE 2 ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 57, PAGE 104 OF THE ORANGE COUNTY PUBLIC RECORDS, THENCE RUN THE FOLLOWING FIVE COURSES AND DISTANCES ALONG SAID NORTH LINE. S 89°11'36" W, 153.07 FEET,• S 03°12'14" E, 135.12 FEET, S 89°11'36" W, 422.72 FEET, N 00°48'24" W, 134.99 FEET; S 89`11'38" W, 875.85 FEET TO THE EAST LINE OF WESTYN BAY PHASE 3 ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 59, PAGE 134 OF THE ORANGE COUNTY PUBLIC RECORDS; THENCE RUN N 0126'05" E, ALONG SAID EAST LINE, 870.67 FEET TO THE SOUTHERLY LINE OF TRACTS H AND R-5, WESTYN BAY -PHASE 1, ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 54, PAGE 29, PUBLIC RECORDS OF ORANGE COUNTY, THENCE RUN THE FOLLOWING TWENTY COURSES AND DISTANCES ALONG SAID SOUTHERLY LINE: N 89°11'36" E, 850.24 FEET TO A NON -TANGENT CURVE CONCAVE TO THE EAST; THENCE RUN NORTHERLY ALONG SAID CURVE HAVING A CENTRAL ANGLE OF 3°42'32", A RADIUS OF 1524.91 FEET, AN ARC LENGTH OF 98.71 FEET, A CHORD BEARING OF N 0322'17" E AND A CHORD DISTANCE OF 98.69 FEET, THENCE RUN N 05°13'33" E, 121.76 FEET TO A CURVE CONCAVE TO THE WEST, THENCE RUN NORTHERLY ALONG SAID CURVE HAVING A CENTRAL ANGLE OF 3°03'38", A RADIUS OF 1475.00 FEET, AN ARC LENGTH OF 78.79 FEET, A CHORD BEARING OF N 03"41'44" E AND A CHORD DISTANCE OF 78.78 FEET TO A COMPOUND CURVE CONCAVE TO THE WEST; THENCE RUN NORTHERLY ALONG SAID CURVE HAVING A CENTRAL ANGLE OF 52°32'29", A RADIUS OF 25.00 FEET, AN ARC LENGTH OF 22.93 FEET, A CHORD BEARING OF N 24°06'20" W AND A CHORD DISTANCE OF 22.13 FEET TO A REVERSE CURVE CONCAVE TO THE EAST, THENCE RUN NORTHERLY ALONG SAID CURVE HAVING A CENTRAL ANGLE OF 117°13'02", A RADIUS OF 55.00 FEET, AN ARC LENGTH OF 112.52 FEET, A CHORD BEARING'OF N 08°13'57" E AND A CHORD DISTANCE OF 93.90 FEET, THENCE RUN N 23°09'35" W, 72.10 FEET, THENCE RUN N 36'46'36" E, 163.36 FEET, • THENCE RUN S 83'39'15" E, 271.65 FEET, THENCE RUN S 20'30'20" W, 164.54 FEET, THENCE RUN S 81 °50'56" E, 67.75 FEET, • THENCE RUN S 02°46'51 " E, 19.25 FEET, • THENCE RUN S 08°44'49" E, 33.74 FEET; THENCE RUN S 29`31'57" E, 48.34 FEET, THENCE RUN S 25"43'20" E, 54.83 FEET,• THENCE RUN S 10°40'04" E, 67.94 FEET, THENCE RUN S 52°11'06" E, 72.25 FEET,• THENCE RUN S 16°06'34" E, 38.70 FEET; THENCE RUN S 21 °36'48" W, 6.36 FEET, • THENCE RUN N 90°00'00" E, 126.82 FEET TO THE SOUTHWEST CORNER OF TRACT J, FORESTBROOKE - PHASE I ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 53, PAGE 124, PUBLIC RECORDS OF ORANGE COUNTY, THENCE RUN N 89°49'38" E, ALONG THE SOUTH LINE OF TRACTS I, J & L OF SAID PLAT, 734.88 FEET TO THE WEST LINE OF TRACT W, OF AFORESAID PLAT OF WESTYN BAY PHASE 1 THENCE RUN S 00°10'22" E, ALONG SAID WEST LINE, 120.00 FEET TO THE SOUTH LINE OF THE NORTHWEST 114 OF THE SOUTHEAST 114 OF AFOREMENTIONED SECTION 31; THENCE RUN S 89`49'38" W, ALONG SAID SOUTH LINE, 734.51 FEET TO THE AFORESAID EAST LINE OF THE SOUTHWEST 114 OF SECTION 31; THENCE RUN S 0020'53" E, ALONG SAID EAST LINE, 282.58 FEET TO THE POINT OF BEGINNING. LESS: TRACT G, WESTYN BAY -PHASE 1 ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 54, PAGE 29 OF THE PUBLIC RECORDS OF ORANGE COUNTY, FLORIDA. THE ABOVE DESCRIBED PARCEL OF LAND CONTAINS 38.165 ACRES MORE OR LESS. LEGAL DESCRIPTION: (PARCEL "B') (AS FURNISHED BY SEARS SURVEYING) A PARCEL OF LAND LYING IN SECTION 31, TOWNSHIP 21 SOUTH, RANGE 28 EAST, AND SECTION 6, TOWNSHIP 22 SOUTH, RANGE 28 EAST, ORANGE COUNTY, FLORIDA, BEING DESCRIBED AS FOLLOWS: `'I COMMENCE AT THE NORTHWEST CORNER OF THE NORTHEAST 114 OF SAID SECTION 6, AS A POINT OF REFERENCE, THENCE RUN S00`54'43"W, ALONG THE EAST LINE THEREOF, 113.77 FEET TO THE POINT OF BEGINNING; THENCE CONTINUE S00°54'43"W, ALONG SAID EAST LINE, 707.38 FEET; THENCE RUN S28 29'20"E, 368.23 FEET, TO THE NORTHERLY RIGHT-OF-WAY LINE OF OCOEE-APOPKA ROAD; THENCE RUN S28°17'18"W, ALONG SAID RIGHT- OF -WAY, 71.60 FEET, THENCE RUN N2829'20"W, ALONG SAID RIGHT-OF-WAY AND THEN THE EAST LINE OF TRACT B, VINEYARDS SUBDIVISION, ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 58, PAGE 147, PUBLIC RECORDS OF ORANGE COUNTY, 301.28 FEET, THENCE RUN N 13°38'09"W, CONTINUING ALONG SAID EAST LINE, 474.60 FEET; THENCE RUN N00"54'44"E, CONTINUING ALONG SAID EAST LINE, 449.60 FEET,• THENCE RUN S 38"10'56" E, 40.98 FEET, THENCE RUN S 58°08'04" E, 76.60 FEET; THENCE RUN S 72°04'07" E, 29.01 FEET TO THE POINT OF BEGINNING. THE ABOVE DESCRIBED PARCEL OF LAND CONTAINS 2.185 ACRES MORE OR LESS. OWNER/APPLICANT IENGINEER SURVEYOR SPRINT OCOEE FIRE/RESCUE DEPARTMENT PEOPLE'S GAS WEST GROVES VENTURE, LLP GTC ENGINEERING, CORPORATION SEARS SURVEYING COMPANY 850 EAST ALTAMONTE DRIVE 563 S. BLUFORD AVENUE 600 WEST ROBINSON STREET 423 S. KELLER ROAD, SUITE 210 98 SOUTH SEMORAN BOULVARD 315 N. FERNCREEK AVENUE ALTAMONTE SPRINGS, FLORIDA 32701 OCOEE, FLORIDA 34761 P.O. BOX 2433 ORLANDO, FLORIDA 32810 ORLANDO, FLORIDA 32807 ORLANDO, FLORIDA (407) 897-6220 (800) 877-4646 (407) 905-3140 ORLANDO, FLORIDA 32802 (407) 425-4662 PROGRESS ENERGY BRIGHTHOUSE WATER WASTEWATER REUSE WATER The Engineer certifies that all roadways were designed to the applicable standards, as set forth 3250 BONNETT CREEK ROAD 911 STATE ROAD 434 NORTH ORANGE COUNTY UTILITIES ORANGE COUNTY UTILITIES CITY OF OCOEE by Orange County and the latest edition of the Florida Department of Transportation Manual LAKE BUENA VISTA, FLORIDA ALTAMONTE SPRINGS, FLORIDA 32714 UTILITIES -WATER, STE. A PUBLIC WORKS COMPLEX BUILDING 1 1800 A.D. MIMS ROAD (407) 827-1250 (407) 291-2500 8100 PRESIDENTS DRIVE 4200 JOHN YOUNG PARKWAY OCOEE, FLORIDA 34761 of Uniform Standards for Design, Construction, and Maintenance for Streets and Highways. ORLANDO, FLORIDA 32809 ORLANDO, FLORIDA 32839 (407) 905-3100 (407) 836-6800 (407) 836-7950 SHEET NO. DESCRIPTION 1 COVER SHEET 2 GENERAL NOTES 2A CONDITIONS OF APPROVAL 3 OVERALL SITE PLAN 3A TRACT PLAN 4,5 LOT & BLOCK GRADING PLAN 6-10 PLAN & PROFILES 11 PAVING AND DRAINAGE DETAILS 12 WATER DETAILS 13 SANITARY SEWER DETAILS 14 REUSE WATER DETAILS 14A STORMWATER POLLUTION PREVENTION PLAN LH1.1 HARDSCAPE AND DETAIL CALLOUT PLAN LH2.1 HARDSCAPE DETAILS LH2.2 HARDSCAPE DETAILS LT1.1 LANDSCAPE TREE PLAN LS1.1 LANDSCAPE SHRUB PLAN LI1.1 LANDSCAPE IRRIGATION PLAN WP-1 RETAINING WALL DETAILS/SPECIFICATIONS WP-2 RETAINING WALL PLAN AND PROFILE S-1 ENTRY WALL DETAILS S-2 ENTRY WALL DETAILS BDA BOUNDARY SURVEY 1. WATER SYSTEM a. Actual lengths of pipe between branches and valves in the run. b. Locate with measurements from permanent visible objects all fittings/accessories not visible from the surface (two ties minimum). C. List the depths of the lines at all valves, fittings, and fire hydrants. 2. SANITARY SEWER a. Top elevation of each manhole frame and cover. b. Invert of each line entering and leaving each manhole/structure. C. Length of each run of main between manholes (center to center). d. Actual grade of pipe between manholes. e. Locate all service wyes from downstream manhole with depth at lot line, and distance from the main line. Depth to be based on right-of-way design grade. 3. STORM DRAINAGE a. Top elevation of each manhole frame and cover/grate, and all other structures (headwalls, control structures, etc.). b. Invert elevation of each line entering and leaving each structure, including underdrain pipes. C. Inverts of all mitered end sections. d. Actual grade of the pipe between the structures. e. Pond top of bank shots. JUNE 2003 JOB NUMBER HBL-10 SHEET 1 of 14 HBL1000V.DGN 1. All construction is to conform with City of Ocoee standards and specifications, unless otherwise waived by the City Engineer. 2. The Engineer certifies that all roadways were designed to the applicable standards, as set forth by City of Ocoee and the latest edition of the Florida Department of Transportation Manual of Uniform Standards for Design, Construction, and Maintenance for Streets and Highways. 3. The Contractor shall coordinate all work within existing road right-of-ways with City of Ocoee. 4. It will be the responsibility of the Contractor to get the necessary Right -of -Way Permit(s) and provide for the safety and control of local traffic during construction. 5. The Contractor shall be extremely cautious when working near trees that are to be saved, whether shown in the plans or designated in the field. 6. The Contractor shall be responsible for locating and verifying (horizontally and vertically) all existing utilities before construction, and for notifying the various utility companies to arrange for any relocation, temporary disruption of service, or clarification of activity regarding said utility. The contractor shall exercise caution when crossing an underground utility, whether shown in these plans or field located. All utilities which interfere with the proposed construction shall be relocated by the respective utility companies and the Contractor shall cooperate with them during relocation operations. Any delay or inconvenience of the various utilities shall be incidental to the contract and no extra compensation will be allowed. 7. The locations of all existing utilities, facilities, and any other features shown on these plans have been determined from the best available information and are provided for the convenience of the Contractor. The Engineer does not guarantee the accuracy or the completeness of the location information provided. Any inaccuracy or omission in such information shall not relieve the Contractor of his responsibility to protect such existing features from damage or unscheduled interruption of service. Should a discrepancy arise between these plans and actual field conditions which would appreciably affect the execution of these plans, the Contractor will halt construction and notify the Engineer immediately. 8. The Contractor shall be responsible for meeting all inspection criteria and schedules, and for signing for said inspections. 9. Water and wastewater service shall be provided by Orange County. The water distribution system and wastewater collection system shall be installed by the Contractor and shall conform with Orange County Manual of Standards and Specifications for Wastewater and Water Main Construction. 10. The electrical distribution system is to be designed and installed by the electrical power utility. The Contractor will coordinate scheduling with the electrical power utility to ensure proper construction phasing, and to allow the utility to install street crossings and other required sleeves_ 11. Completely sod detention ponds to two (2) feet below normal water level. 12. The Contractor shall not excavate, remove, or otherwise disturb any material, structure, or part of a structure which is located outside the lines, grades or grading sections established for this project, except where such excavation or removal is provided for in the contract, plans or specifications. 13. All work and all materials furnished shall conform with the lines, grades, grading sections, cross sections, dimensions, material requirement, and testing requirements specified in the contract, plans or specifications. 14. Prior to commencing work, the Contractor shall furnish, erect, and maintain all barricades, warning signs, and markings for hazards and the control of traffic, in conformity with the Manual of Uniform Traffic Control Devices for Streets and Highways or as directed by the City of Ocoee Traffic Engineer, to effectively prevent accidents in all places where the work causes obstruction to traffic or constitutes in any way a hazard to the public. 15. All ductile iron pipe and fittings shall have an interior protective seal coat (30 mil thick) of coal tar epoxy in accordance with ANSI/AWWA A21.51/C151. 16. Compact all utility trenches within the top two (2) feet of the roadways to 98% of the Modified Proctor Maximum Density, and to 95% within other areas. 17. After the roadway has been constructed to subgrade, it shall be proof -rolled to assure that proper compaction has been attained. The proof -rolling and compaction operations shall be inspected and tested by a Florida licensed Soils Engineer to assure that the specified compaction is maintained and all deleterious materials have been removed. 18. In areas which require fill material, the Contractor will strip or otherwise remove all vegetation such as brush, heavy sods, heavy growth of grass, decayed vegetable matter, rubbish, and any other deleterious material before the embankment is started. Immediately prior to the placing of fill materials, the entire area being filled shall be scarified in a direction approximately parallel to the axis of fill. The Geotechnical Engineer shall approve the area prior to the placement of fill. 19. Telephone system will be designed and installed by telephone utility. The Contractor will coordinate scheduling with the telephone utility to ensure proper construction phasing, and to allow the utility to install street crossings and other required sleeves. 20. Install valve boxes with all valves. Valve boxes under pavement shall have traffic -bearing covers. 21. The Contractor shall be responsible for the maintenance of all landscape buffers, retention and detention facilities until the work has been accepted by the Owner. All disturbed areas shall be returned to their original condition. 22. The Contractor shall comply with all legal load restrictions in the hauling of materials in public roads beyond the limits of the work. A special permit will not relieve the Contractor of liability for the damage that may result from the moving of material and equipment. 23. The Contractor shall familiarize himself with the policies and guidelines established by City of Ocoee, Florida for the preservation of all public and private property. The Contractor shall be responsible for all damage or injury to property of any character during the execution of the work, resulting from any act, omission, neglect, or misconduct in his manner or method of executing the work, or at anytime due to defective work or materials. 24. Gravity sanitary sewer to be PVC S.D.R. 35, or PVC S.D.R. 26. 25. Force mains are to have a minimum of 36" of cover. Force mains shall be PVC AWWA C900 (minimum DR25). Metallic tape shall be placed over the main at depth of two (2) feet below the surface, and tied into valve boxes. 26. Fire protection shall be provided according to City of Ocoee Regulations. 27. The Contractor shall ensure that proper soil densities are achieved for placement of all headwall/ endwall footings, retaining wall footings, and in general, any footing support described on these plans. It will also be the responsibility of the Contractor to ensure that sufficient geotechnical testing has been performed prior to construction. 28. The F.D.O.T. Roadway and Traffic Design Standards (latest editions) is to be used for drainage structures and pavement markings. 29. Water and Sewer: a. Water mains shall be laid to provide a minimum separation of 18 inches between the bottom of the water main and the top of the sewer pipe. Where water and gravity sanitary sewer mains cross with less than 18 inches vertical separation, or the sanitary sewer main is above the water main, the sanitary sewer shall be constructed of 20 feet of PVC pipe upgraded to water main standards, centered on the point of crossing, and pressure tested. If the conflict is caused by a storm sewer, the water main shall constructed of 20 feet of ductile iron pipe centered on the point point of crossing. Adequate structural support for both the water main and sewers shall be provided to prevent excessive deflection of joints and settling. b. When a water main parallels a gravity sanitary sewer main, a separation (measured edge to edge) of at least 10 feet shall be maintained. Where this separation is not met, one of the following must occur: (1). The water main is laid in a separate trench or on an undisturbed earth shelf located on one side of the sewer at such an elevation that the bottom of the water main is at least 18 inches above of the sewer. (2). If both sanitary sewer and potable water mains are proposed and the above 28b(1) is not met, the sanitary sewer pipes shall be upgraded to the DR-18 PVC and pressure tested. (3). If the sanitary sewer is existing and the potable water main is proposed, the water main shall, at a minimum, be upgraded to ductile iron pipe, constructed in separate trenches, laid at a higher elevation than the sanitary sewer, and utilize staggered joints. c. Where water mains parallel storm sewer pipes with less than 10 feet horizontal clearance, the water main shall be AWWA C150/C151 ductile iron in those locations. d. Reuse water mains shall maintain a five (5) foot (center to center) separation, or three (3) feet edge to edge, from potable water mains and storm sewer lines. This only applies to unrestricted access reuse water. e. Where ductile iron pipe is required for water mains, it shall conform to ANSI/AWWA A21.51. A minimum thickness of Class 50 per ANSI/AWWA shall be supplied. f. All water main fittings, valves, restraints, couplings, pipe, and in general those materials required for installing the water supply system, shall comply with minimum material standards, ratings and classifications established by the Orange County and AWWA Standards and Specifications. PVC water mains four (4) inches diameter or greater shall be AWWA C-900 (DR18) minimum. All PVC pipe greater than 12 inches must be in accordance with AMA C-905. All water mains shall bear the NSF logo for approval for drinking water. g. Water main connections shall be made under the supervision of Orange County Public Utilities. All valves shall be operated by Orange County personnel only. Water mains are to be disinfected per ANSI/AWWA C651-92 and Orange County Public Utilities standards and specifications for wastewater and water main construction which includes a full diameter flush. All water mains shall be hydrostatically tested in accordance with the latest version of AWWA standards C600 for ductile iron pipe and C905 for PVC. h. All sanitary lines (either gravity or pressure systems), fittings, valves, restraints, couplings, pipe, and in general those materials required for installing the wastewater collection system shall comply with the minimum material standards, ratings and classifications established by Orange County Public Utilities Division. Metallic marking of utility lines shall comply with Orange County standards and specifications for wastewater and water main construction. Air release valves shall be installed in high points in the main only as designated on the plans, and shall be installed in vaults with traffic -bearing lids. Pressure testing of gravity sewer lines shall be in accordance with Orange County standards, and with the latest Uni-Bell low pressure air test standard. All force mains shall be hydrostatically tested with a minimum test pressure of 100 psi for two (2) hours. Pressure testing of force shall be comply with Orange County standards and specifications. 30. Mitered end sections are included in all stormwater pipe lengths. 31. All Reinforced Concrete Pipe (RCP) shall be minimum Class III. 32. It is the Contractor's responsibility to obtain a copy of the Geotechnical Engineer's report for this project from GTC Engineering Corporation and meet the Geotechnical Engineer's requirements for soil preparation on the site. The Contractor's Geotechnical Engineer shall certify all site, utility, and roadway compaction as well as underdrain and pavement construction to GTC Engineering Corporation. Geotechnical recommendations are not the responsibility of GTC Engineering Corporation. GTC Engineering Corporation has relied on the geotechnical report in the preparation of the plans. Any conflict between information within the report and these plans shall be reported to the Engineer and/or Owner. GTC Engineering Corporation assumes no responsibility for the correctness, completeness. or accuracy of the geotechnical information. 33. During construction, no direct discharge of water will be allowed to downstream receiving waters. The Contractor is responsible for water quality and shall route discharges in such a manner to adequately remove silt before runoff from the site. 34. For sign details, refer to the "Manual on Uniform Traffic Control Devices," published by the U.S. Department of Transportation, Federal Highway Administration -1978 (ANSI D6.1- 1983). All signs to be single mounted according to F.D.O.T. Index No. 11862 (70 mph wind loading) and F.D.O.T. Index No. 17302. 35. Blue reflective pavement markers shall be placed in the center of the driving lane in front of all Fire Hydrants. 36. Erosion Control Notes a_ Provide effective temporary and permanent erosion control following the requirements in Section 104 of the State of Florida Department of Transportation Standard Specifications for Road and Bridge Construction, latest editions (FDOT Section 104). b. Control features, methods and conditions included in this contract include the following as indicated by X in blank: (1) X Coordinate construction of temporary erosion control features with permanent erosion control features. (2) X Control operation which result in water pollution (FDOT Section 104-3). (3) X Provide schedule for clearing and grubbing, earthwork operations and construction of permanent erosion control features and proposed use of temporary erosion control features (FOOT Section 104-5). 13'/ DESCRIPTION (4) _ Limitation of exposure of erodible earth without temporary or permanent erosion control features is square feet (FOOT Section 104-6.1). (5) X Temporary grassing (FOOT Section 104-6.4.2). (6) X Temporary sod (FOOT Section 104-6.4.3). (7) X Temporary mulching (FDOT Section 104-6.4.4). (8) _ Sandbagging (FDOT Section 104-6.4.5). (9) - Slope drains (FDOT Section 104-6.4.6). (10) _Sediment basins (FDOT Section 104-6.4.7). (11)_Artificial coverings (FDOT Section 104-6.4.8). (12) _Berms (FOOT Section 104-6.4.9). (13) X Baled hay or straw (FOOT Section 104-6.4.10). (14) X Temporary silt fences and staked silt barriers (FDOT Section 104-6.4.11). (15) X Floating silt barriers (FDOT Section 104-6.4.12). (16) X Remove temporary erosion control features (FDOT Section 104-6.5). (17) X Maintain permanent and temporary erosion control features (FOOT Section 104.7). (18) X This contract design has been approved by the OWNER and regulatory agencies having an interest in erosion control abatement. The design in its final form meets or exceeds minimum standards. All temporary erosion control features required during construction shall be constructed by the Contractor, and the cost thereof included in the Contract Sum as a regular obligation incidental to the work. c. The Contractor is to submit an erosion control plan, which is in conformance with FDEP/EPA NPDES regulations, to the City of Ocoee Engineer for approval prior to the preconstruction meeting for this project. d. During construction, the Contractor is to install a turbidity screen along areas abutting the conservation area. e. The Contractor is responsible for maintaining all erosion protection, especially along the wetland boundary during the entire construction process, including repairs, etc., to prevent any siltation from entering these areas, as well as any unsuitable discharges offsite or into the existing wetland. 37. Miscellaneous Engineer Notifications a. The Contractor shall provide the Engineer 48 hour advance notification for the following construction and inspection activities: (1) Sanitary sewer lamping, low pressure air testing, and T.V. Inspection. (2) Connections to existing systems. (3) Thrust block pours and restraint connections. (4) Storm drain lamping. (5) Inlet top pours (reinforcing steel check). (6) Water and force main pressure tests. (7) Bacteriological sampling. (8) Base observation and sounding. (9) Asphalt placement. (10) Pre -final inspection. (11) Final inspection. b. The Contractor shall keep DAILY "As -built" drawings employing the criteria shown on the Paving and Drainage, Sanitary and Water Detail sheets. Record all As-builts in waterproof RED ink. c. Before the start of construction, the Contractor shall prepare and submit to the Engineer a project construction schedule (Bar Graph) and update the schedule monthly. d. Any fuel storage areas shall have owner's prior approval and appropriate measures shall be taken to ensure protection of groundwater and soil resources. e. The Contractor shall coordinate all backfill operations with the Resident Geotechnical Engineer and submit test reports to the Engineer prior to beginning work on the next item of work. f. The Engineer reserves the right to require the Contractor to perform any action necessary to ensure that the improvements have been constructed in accordance with the plans and specifications. g. The Contractor shall provide GTC with a copy of the sanitary sewer T.V. results. 38. Although all existing utilities have been field verified, the Contractor shall field verify horizontal and vertical information for all connection points to existing utility systems, as well as the location and depth of all clusters of fittings and valves, before submittal of shop drawings. 39. Any sanitary sewer built for phasing of the project shall have a 10-foot stabilized access road over the line and be constructed to and including the next manhole with a 20-foot utility easement centered over the pipe and manhole. 40. Any discrepancy between the dimensions and measurements shown on the plans and the actual field conditions shall immediately be brought to the Engineer's attention. Failure to do so shall make the Contractor completely liable for whatever errors and/or problems that may subsequently arise. FIELD: CADD BY: CHECKED BY: CLC DESIGNED BY: JCS/CLC SCALE: 41 _ It will be the responsibility of the Contractor(s) to ensure that all required permits are obtained and are in hand at the job site prior to the commencement of construction. Contractor shall abide by all conditions contained therein. Permits included (but not necessarily limited to) are: a. St. John's River Water Management District, Management and Storage of Surface Waters. b. FDEP water distribution and FDEP sewer collection. c. Local right-of-way use. d. Local underground utilities. 42. The Contractor shall stake all improvements using the plat. Contractor shall confirm with Sears Surveying Company, Inc. (Phone 407-645-1332) that the plat is current prior to construction. It is the sole responsibility of the contractor to completely stake and check all improvements to ensure adequate positioning, both horizontal and vertical, including minimum building setbacks, before the installation of any improvement. 43. The Contractor shall be responsible for protecting all existing survey monumentation. Disturbed monumentation shall be restored by a Florida -licensed land surveyor selected by the Owner at the Contractor's expense. 44. The Contractor is responsible for grading all pavement areas to drain positively. Intersections shall be transitioned to provide smooth driving surfaces while maintaining positive drainage. Should areas of poor drainage be observed, the Contractor shall notify the Engineer prior to paving so that recommendations for correction may be made. 45. The quantities and lengths of materials shown on plans should be verified by the Contractor. Any discrepancy between callouts and actual shown in plan view is to be brought to the Engineer's attention by the Contractor prior to bidding. It is the Engineer's intention to build what is shown on the construction plans. 46. The Contractor is to maintain weekly monitoring reports per general conditions of N.P.D.E.S. General Permit. 47. Record Drawing: At the end of construction, the Contractor shall provide one (1) set of drawings showing ALL CHANGES marked in waterproof red with the following Contractor Certification executed on EACH SHEET: The Contractor hereby certifies to the OWNER that improvements covered by this drawing and the related details have been constructed as indicated or as modified by the notes and graphics shown. Absent a note or graphic to the contrary, the improvements have been constructed meeting industry standard tolerances. Signed: Date: Authorized Contractor's Representative 48. The Lift Station Tract has been dedicated to Orange County. 49. All storm water pipe joints will be wrapped with filter fabric in accordance with FDOT Index 280. 50. The existing overhead power lines running across the site, and any easements for electrical service will be removed and vacated, respectively, prior to issuing a Certificate of Completion for the subdivision improvements. 51. Fire Hydrants shall be painted yellow per Ocoee City Code. 52. EMERGENCY WASTEWATER SPILL AND WATERMAIN BREAK PROCEDURES al. Excavate Cautiously The contractor shall exercise extreme caution when excavating in proximity of wastewater gravity sewers. Sewer locations shown on plans are not exact or guaranteed. Contractor is responsible for field verifying existing utility locations. a2. Telephone Notification The Orange County dispatch operator shall be notified immediately in the event of a gravity sewer or water main break or damage at 407-836-2777. a3. Repair Immediately All damage to Orange County Public Utilities sewer mains or water mains shall be repaired immediately by the contractor at the contractor's expense. If the repair is not made in a timely manner, as determined by the Orange County Utilities Inspector, the County may perform repairs and the contractor will be charged for repairs. a4.Orange County Public Utilities Department General Telephone Numbers: Orange County Utilities Construction Inspection Section - 407-836-7274 Orange County Utilities Water Department - 407-836-6800 Orange County Utilities Wastewater Department- 407-836-6845 Orange County Utilities Engineering Division - 407-836-7000 a6. Advance Notification of Construction The contractor shall notify the Orange County Utilities Construction Department (407-836-7274) 48 hours prior to any utilities construction. a7. Advance Notification of Pending Connection The Orange County Water Department (407-836-6800) and Wastewater Department (407-836-6845) shall be notified at least (7) days in advance to schedule main tie-ins and valve operations. a8. Operation of Valves Water, wastewater, and reuse valves are to be operated only by Orange County Public Utilities Inspector (407-836-7274). All valves being installed are to remain closed during construction. 53. Prior to any underground excavation, the contractor will contact SSOCOF (Sunshine State One Call of Florida) at 1-800-432-4770 for locating all underground utilities within right-of-ways. 54. Prior to receiving a Certificate of Completion, the sidewalks in the common areas must be installed. 55. All street signs to be provided by City of Ocoee. 56. All striping shall be thermoplastic. GTC Engineering Corporation Certificate of Authorization 98 South Semoran Blvd, Orlando, FL 32807 Number 6758 407-380-0402 Claude L. Cassagnol, P.E. P.E. Number 35490 City of Ocoee DATE 3 -7 -03 GENERAL NOTES Westyn Bay Phases 4 & 5 JOB NUMBER HBL-10 Florida C� 2 7 20�15 SHEET 2 of 14 H800NOTEAON CONITIONS OF APPROVAL (EXHIBIT "B" OF THE DEVELOPMENT AGREFJENT FILED JUNE 26,2001 IN THE OFFICIAL RECORDS BOOK 62893 PAGE F O €' ANGE COUNTY, FLORIDA) 4193, PUBLIC,ECORDS O I 1. The City of Ocoee is subject to the terms, provisions, and restrictions of F.S. Chapter 163 concerning P p g moratoria on the issuance of building below, the Developer shall comply with all requirements of the City and other governmental entities with jurisdiction to protect the wetlands being preserved and to prevent any disturbance, siltation, or other construction below the from the application of such State legislation, and nothing herein shall be construed as such an exemption. ng permits under certain circumstances. The City has no lawful authority to exer�nY private entity or itself 29. a. Subject to 29.(b) p P ty natural wetland lines. Further, the areas below the natural wetland lines shall be roped off (and silt fences shall be installed) during construction activities immediately adjacent to the wetlands, in order to minimize disturbances of the wetlands during li construction. 2. Jackson, et al to the Ci of Ocoee, and its attachments. The Developer agrees to undertake the developer Any damage caused to Ocoee -Apopka Road, or damage caused to Tract W (West Groves Boulevard [Public]), Tract W-1 (West Road Extension [Phase 1]), or Tract W-3 (West Road Extension [future]) following r conveyance to the City, f h ' th b 'ssion dated Februa 14 2001 from Glatting Ja ty as a result of the construction activities related to the project, shall be promptly repaired by the Developer to the applicable government standards at the Developer's sole cost and expense. 3. There shall be no access from the property to CR 437 or to Tract W-1 (West Road Extension [Phase 1]) or Tract W-3 (West Road Extension [future]) except at the approved locations shown on the Finpbdivision Plan. 4. A perpetual, non-exclusive easement for access over all internal roadways and paved areas shall be granted in favor of the City of Ocoee and other applicable authorities for law enforcement, fire, and other emoncy services. 5. All legal instruments, including but not limited to the declaration of easements, covenants and restrictions, association documents, and deeds conveying Property to the homeowners association, shall be appod by the City prior to plat approval. 6. A copy of the "Overall Master Plan" (Drawing 3), "Construction Phasing Plan" [Drawing 3.(a)], "Tract Designation Plan" [Drawing 3.(b)], and the Conditions of Approval [Drawing 3.(c)] from the Final bdivision Plan approved by the City of Ocoee, shall be available for review by the prospective buyers in all sales offices. 7. Pursuant to the submission dated February 14, 2001 from Glatting, Jackson, et al, to the City of Ocoee, the attachment referred to as "Figure I" depicts the approximate t th nest a management Ian will be developed n P location of an abandoned eagles nest. the event the eagle does return o e , ge p p d and submitted to the US Fish &Wildlife Service and the Florida Fish and Wildlife Commission for approval and permit. g 8. Appropriate signage will be provided on Parcels C-2 and R-3 as notification to future single-family lots purchasers of the intended use of the parcels. Signage will be a minimum of 32 sq. ft. and placed in locatins approved by the City of Ocoee. 9. Community improvements, as shown on Drawing 3.(b) and referred to as Tracts A, B, C, D, F, H, J-1, K, K-1, L, M, N, P, T, U, V, W-2, X, Y, Z, Z-1 and Z-2, will be privately -owned and maintained by a homeowners assoiation, The subdivision and its associated documents shall comply with the private community standards of Orange County Resolution No. 96-M-22. 10. No development will be allowed within 25' of the 100-year flood plain or wetlands, except at locations specifically approved as part of the Preliminary Subdivision Plan. 11. All existing structures (including buildings, power lines, agricultural facilities, etc.), as well as existing utility easements and access easements, will be removed and/or terminated prior to or during construction of the development replacing those uses. 12. "West Groves Boulevard" will be designed so it will provide continuous, unobstructed access from the entire subdivision to CR 437, as depicted on Drawing 3.(a). The Develo er will either connect i - Groves P t Village C 3 and C-4 to Tract W (West Boulevard [Public]) over West Groves Boulevard (Phase 4, Option A), or over West Groves Boulevard (Phase 4, Option B), or a third realignment acceptable to the City; all taking into account the then -available Battaglia Property, The a able access into the Battag p rty, road shall have not less than two (2) unobstructed drive lanes, each of which shall be a minimum of 12' wide; provided that the Developer may construct a larger section (such as, without limitation, a 32' paved section that provides 8' of designated parking on one side of the road, broken by periodic curb islands, with no parking on the other side of the road). Notwithstanding, there shall be no on -street parking within the drive lanes alongan portion of West Groves Boulevard with said restriction YP , noted on appropriate signage and enforced by the homeowners association in accordance with the homeowners association documents. Nothing herein shall be construed as imposingan obligation on the Ci i the develo er of the Battaglia Property to facilitate the continuation of West Groves Boulevard through West Groves Boulevard (Phase 4, Option A). 9 ty to require h p g 13. Tracts W (West Groves Boulevard [Public]), W-1 (West Road Extension [Phase 1]) and W 3 (West Road Extension [future]) depicted on Drawing 3.(b) shall be conveyed to the Cityof Ocoee pursuant to terms contained within the Developers P Agreement. Provided, however, that the Developer shall not be required to make any conveyance prior to approval of a Final Subdivision Plan. If the conveyance is prior to platting, then the Developer shall be responsible for a Sketch of Description and legal description; otherwise, the land to be conveyed will be shown as a separate tract on the plat. Standard City developer agreement provisions related to conveyances will be applicable, including but not limited to the provision providing that no road impact fee credits will be granted for the conveyances. 14. a. Simultaneously with construction of the first phase of the development of the Property, the Developer shall construct a stabilized 12' wide emergency access (temporary) through Parcel R-3. The existence of the stabilized road shall be maintained by the Developer until West Groves Boulevard from CR 437 to Village C-3/C-4 has been completed. b. The location of the stabilized 12' Wide Emergency Access (temporary) shall be as depicted on Drawing 4. Furthermore, subject to the approval of the City, the Developer may choose to adjust the location of the road through Parcel R-3 so as not to inhibit the development of Parcel R-3. c. In addition to the foregoing, the Developer shall grant to the City a temporary access easement, in form and substance acceptable to the City, over the Stabilized 12' Wide Emergency Access (Temporary); the easement shall be effective commencing on the date of the first building permit for a single-family residential dwelling unit in the West Groves community, and terminating upon the completion of West Groves Boulevard from CR 437 to Village C-3/C-4. 15. The lift stations referenced as Tract E and Tract G on Drawing 3.(b) will be dedicated to Orange County. All such lift stations shall be fenced with black, vinyl chain -link fence, with posts and rails painted black, and shall be set back no less than 25' from any street. Such lift stations shall also be screened with hedge -type shrubbery, such as vibumum or ligustrum. 16. All retention ponds will be unfenced and with slopes leading into the pond which are no greater than 5-to-1; and back slopes no greater than 3-to-I. 17. If any portion of Parcel R-3 (which is the large parcel zoned R-3) is developed for any use which is not currently permitted in the R-1-AA zoning district, the developer of such portion(s) of Parcel R-3 shall construct a 6' buffer wall along the perimeter Property lines of the portions of Parcel R-3 which are developed for uses not permitted in the R-1-AA zoning district (except at the entrances to the parcel where a wall shall not be required), Provided, however, that in the event Parcel R-3 is developed for a use that requires a special exception in order for the use to be permitted in an R-1-AA district, then the City may, at its option, eliminate the requirement that a 6' buffer wall be constructed, or require another appropriate buffer to be constructed. Further, notwithstanding the foregoing provisions of this Condition of Approval, if Parcel R-3 is subdivided and a wall (or other appropriate buffer) is required, then the owner of each portion of the parcel shall construct the portion of the wall (or other appropriate buffer) at the time of development of its portion of Parcel R-3. In any case, a 6' buffer wall may be required at the time of Development Plan approval along Ocoee -Apopka Road and the Tract W-1 (West Road Extension [Phase 1]), except at entrances. 18. If there is a zoning designation which permits residential development or a school on the real Property which is adjacent to the southern boundary of Parcel C-2 (the +20 acre -parcel zoned C-2) when Parcel C-2 is developed, then the owner of Parcel C-2 shall construct a 6' buffer wall along the entire southern boundary of Parcel C-2. If there is no zoning designation for residential development or a school on the adjacent southern boundary when Parcel C-2 is developed, then no such wall shall be required. Furthermore, no wall shall be required along the northern or eastern boundaries of Parcel C-2. This provision shall not exempt the property from the general screening provisions of Ordinance No. 99-23. For purposes hereof, "developed" means the issuance of a building permit for a commercial structure in accordance with the Final Subdivision Plan approved by the City. 19. a. With the exception of Tract W (West Groves Boulevard [Public]), W-1 (West Road Extension [Phase 1]), and W-3 (West Road Extension [future]), which shall be conveyed to the City of Ocoee, pursuant to Condition of Approval # 13, above, all other roads within the subdivision shall be private roads, which will be owned and maintained by the homeowners association. b. The Developer shall develop Tract W-1 (West Road Extension [Phase 1 ]). The City shall have the right, but not the obligation, to develop Tract W-3 (West Road Extension [future]). The Developer shall not be obligated to landscape the wall along Tract W-3 (West Road Extension [future]) until the earlier of (a) the installation of the road within Tract W-3 (West Road Extension [future]) by the City or its designee, or (b) the completion of the development of the single-family lots within Villages C-3 and C-4. c. The Developer shall construct Retention Pond A to provide drainage capacity for Tract W-3 (West Road Extension [future]). The City will not oppose the incursion into the adjacent wetlands due to the expansion of Retention Pond A, so long as the requirements of the St. Johns River Water Management District are met. d. The Developer shall provide a drainage easement within Tract K-1 for use in the conveyance of storm drainage from Tract W-3 (West Road Extension [future]) to Retention Pond A. The Developer is not responsible for conveyance of stormwater from Tract W-3 (Vilest Road Extension [future]) to Retention Pond A. 20. Subject to Condition of Approval #4 above West Groves Boulevard shall remain closed to the general public. All secured entry gates shall be equipped with an Opticom system device (or similar device as approved by the City of Ocoee) to allow emergency access to the subdivision by fire/rescue, police, and other emergency response personnel. All residents within the development shall have access over and across all private roads within the subdivision, and shall be entitled to access through any of the gates within the residential portion of the subdivisions. No gates shall be permitted within the subdivision except as shown on the Final Subdivision Plan. 21. Certificates of completion for improvements for all Villages (except Village C-3 and C-4) shall be issued without an access road connecting CR 437 to Village C-3 through the secondary access, Tract W (West Groves Boulevard [Public]). The City shall not issue a building permit for any houses constructed within Village C-3/C-4, unless an access road connecting to Village C-3 has been commenced. Furthermore, the City shall not issue a certificate of occupancy for any houses constructed within Villages C-3/C-4 unless the portion of Tract W (West Groves Boulevard [Public]) connecting CR 437 to Village C-3 has been constructed and extended to connect with the north/south portion of West Groves Boulevard (Phase 1) contained within Village B-2. 22. All single-family residential dwelling units shall be in a private, gated community with private roads, sidewalks, and related facilities. Each subdivision plat (or a separate document) shall include an easement for pedestrian and bicycle -riding purposes over the paved streets and sidewalks in favor of all students and their parents/supervisors traveling to and from schools. The easements shall restrict access to the time in which public schools are open for use by students (and 90 minutes before, and 90 minutes after the schools are open for use by students). At all other times, there shall be no such easement for pedestrian and bicycle access. No other Facilities shall be used by the beneficiaries of the easement, such as, without limitation, common areas and recreational facilities; all common areas and recreational facilities and other facilities shall be totally for the benefit of the residents of the subject Property. The restrictive covenants shall set forth the procedures for assuring the ability to utilize the foregoing easement. 23. The recreational facilities shall include tennis courts, playground, pool, tot -lot, volleyball court, bicycle/jogging paths, outdoor recreational playfields and a clubhouse with a community meeting room which has no less than 1000 sq. ft. of meeting -room space. Other than normal Building Department review for the issuance of permits, the City shall have no architectural review of the clubhouse. 24. All easements shown on the Preliminary Subdivision Plan will be sized to meet City requirements and appropriately shown on the Final Subdivision Plan. The Final Subdivision Plan will also provide for 5' utility and drainage easements on all side lot lines, and 10' utility and drainage easements adjacent to all street rights -of -way on the platted lots. 25. Upon the construction of each section of West Groves Boulevard, shade trees will be planted at a maximum spacing of 50'. Along any walls, shrubs will be planted, such plantings to be at least 25 % of the length of the section of wall. 26. a. At the time the Developer develops the initial phase of the single-family subdivision, the Developer shall construct, at a minimum, a stabilized road base for the portions of West Groves Boulevard (Phase 1) and Park Drive leading from the termination of the initial phase of the single-family subdivision, to the community park (Tract H). The Developer may (but shall not be required to) construct other improvements (such as, without limitation, utility lines, walls, landscaping, and other development improvements) at the time of the development of the first phase. b. All screen walls, landscape buffers, entry and comer landscape improvements, and sidewalks along Tract W-1 (West Road Extension [Phase 1] and along West Groves Boulevard, and in all common areas, shall be completed prior to the issuance of a certificate of completion for each corresponding phase. 27. Developer shall take steps reasonably required to preserve existing trees which have a DBH of 8 or more inches (excluding citrus trees and "trash" trees) which are within the portions of the Property on which buffer walls and road rights -of -way and utilities facilities will be constructed. In that regard, buffer walls, roads, and utilities facilities shall be designed to incorporate those trees into the required landscape buffers as street trees. 28. The master grading plan for the subdivision shall be designed to preserve existing grades to the greatest extent possible on individual lots containing protected trees. The grading plan for each lot which contains protected trees shall also preserve existing trees to the extent that is reasonably practical to do so. b. The Developer agrees to implement the Conceptual Mitigation Plan set ort in a su mi ry , > commitments set forth in the report. The Developer must obtain approval from the City to deviate therefrom. c. With respect to flood plains and wetlands, the Developer agrees as follows: i. There shall be no development in the 100-year flood plain. ii. It is acknowledged that the Developer will attempt to do a Letter of Map Amendment to modify the FEMA map for a portion of the property to be developed as Villages C-3/C-4 of the project. If the FEMA map is modified by applicable governmental agencies, then the FEMA map, as modified, shall control the subject development, and the Developer shall not develop in the 100-year flood plain as modified by the Letter of Map Amendment. However, if FEMA does not modify the current map, and portions of the approved Preliminary Subdivision Plan are determined to fall within the 100-year flood plain, Developer will submit to the City a modification of the current Preliminary Subdivision Plan wherein the Developer will remove any proposed development that may otherwise be reflected as being within the 100-year flood plain. iii. If the Developer obtains development to ment permits from the St. Johns River Water Management District, which allow for a wetland enhancement program, then the Developer may develop in accordance with those permits, so long as the development is consistent with the Preliminary Subdivision Plan submitted to the City by the Developer. Without limiting the foregoing, the Developer acknowledges that the City will accept the concept of having retention of stormwater in wetlands, but only if the wetlands are still defined as functional, enhanced wetlands in the post -development state. There may be exceptions to this standard at certain locations specifically approved as part of the Final Subdivision Plan. In the event the Developer does not obtain development permits from St. Johns River Water Management District for intrusion or enhancement of wetlands, then the Developer will submit to the City a modification of the current Preliminary Subdivision Plan wherein no intrusion or enhancement of wetlands is provided. iv. To the extent any wetlands located within the subject property have not been dedicated to the St. Johns Water Management District, the Developer agrees, at the request of the City, to dedicate such wetlands to the City for conservation or open space purposes (or for recreational purposes as approved by the City and the St. Johns River Water Management District). 30. The subdivision plat for each lot shall provide that all drainage, utility, and maintenance easements on lots for single-family residential dwelling units, shall be for the benefit of the homeowners association and/or the City of Ocoee, but not for the general public. 31. The foundation for each single-family residential dwelling unit to be constructed on the Property shall have an elevation which exceeds the applicable 100-year flood elevation by a minimum of one (1) foot. 32. All access rights to the West Road Extensionfor all lots adjacent thereto shall be dedicated to the City, except for the Developer's access rights at the approved locations as reflected on the Final Subdivision Plan. Access rights (Tracts W-1 and W-3 ) for all lots adjacent to West Groves Boulevard, from its intersection with West Road Extension (Tract W-1) to the intersection of Park Drive (Phase 1), shall be dedicated to the West Groves Homeowners Association at the time of platting. 33. The Developer shall construct appropriate curb cuts to enable construction of ramps at all rights -of -way intersections (and other areas as reasonably required) in order to accommodate access to sidewalks and streets for persons who are in wheelchairs and other persons who are physically challenged. Sidewalks abutting each platted lot shall be constructed at the time a house is constructed on the lot. When sidewalks are constructed on comer 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. 34. No lot shall have thereon. (1) buildings which cover more than 35 % of the square footage of the lot, except that buildings which cover up to 40% of the square footage of the lot may be constructed so long as the minimum air-conditioned building area of the building exceeds 1880 sq. ft.; and, (2) impervious surfaces which exceed 50% of the square footage of the lot. 35. If any portion of Parcel R-3 is developed with improvements other than single-family homes, then the subdivision plan of such portion(s) of Parcel R-3 shall require a 25' landscape buffer (pavement setback) and a 50' building setback, from the adjacent single-family lots on Parcel A-1. 36. The boardwalk and pier into Lake Apopka shall be permitted through the appropriate State agencies and the City of Ocoee Building Department. 37. A street tree shall be provided in front of each single-family lot (2 street trees on corner lots, with one on each street), prior to the issuance of a certificate of occupancy for the house constructed on the lot. Each street tree shall be a minimum of 2" DBH and 10' tall at the time of planting. 38. Street lights will be installed by the Developer prior to Certificate of Completion at his expense, and the cost of operations will be assumed by the Developer in accordance with Ordinance No. 95-17. €I 39. No person shall undertake landclearing or the removal of any protected tree 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 a specimen or historic tree. 40. Nothing herein shall be construed to waive any provision of the Land Development Code except to the extent expressly set forth on the Waiver Table or explicitly set out on the Preliminary Subdivision Plan. 41. In order to accommodate the sanitary sewer system infrastructure that will be constructed with the initial phase of development, temporary utility casements over land located in future phases of development will be provided at the time the initial phase of development is platted. 42. If Parcels C-2 or R-3 are ever subdivided to into smaller parcels, they will follow the LDC subdivision guidelines in effect at that time, including the regulations described in Ordinance No. 99-23. 43. Within Area 5C4, where there are a large number of existing trees, there will be no grading or removal of trees done with the construction of the subdivision improvements on individual single-family lots with existing protected trees, unless approved by the City with the Final Subdivision Plan. Any grading or tree removal necessary for the house pads will be done with the building permit for the house. I 44. The landscaped tract along the West Road Extension (Tract T) shall have trees planted every 30' and shrubs planted along at least 25% of the length of the wall on the outside of the wall. 45. All single-family phases of this subdivision will be under a Master Homeowners Association, which shall own and be responsible for the maintenance of all common tracts and areas. Regulations regarding on -street and off-street parking, vehicular and boat trailer parking (and storage), maintenance of common facilities, assessment collection and management, will be incorporated into the recorded homeowners association documents. 46. 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 the lots abut the street right-of-way line. 47. Each phase of development shall stand on its own with respect to public services (sewer, water, stormwater management, access and other related services). Water and sewer utilities to be provided by Orange County Public Utilities, per executed Development Agreement. 48. Unless otherwise specifically agreed to by the City of Ocoee, the phasing shall be sequential as provided on Drawing 3.(a). 49. In the event the project proceeds with the West Groves Boulevard (Phase 4, Option A), the West Groves Boulevard (Phase 4, Option B) shall be incorporated into Tracts R-2 and R-5. 50. The right-in/right-out access points from CR 437 to Parcel R-3, as shown on Drawing 4, is anticipated to be a fully -operational entrance/exit for the site. However, when a site plan is presented for the parcel zoned R-3, the City will evaluate the circumstances and determine whether it needs to be fully operational, or if it can be for emergency access only. 1. All on -site utilities including electrical, cable TV and telephone shall be placed below ground. 2. All tracts which are to be owned and maintained by the homeowners association shall be conveyed to the homeowners association by warranty deed at the time of platting. 3. All utilities to be placed within the 10' easement along the front of lots that have existing protected trees to be preserved will be placed around trees in such a way as to avoid damaging protected those trees. 4. In order to ensure that as many existing trees as possible will be preserved, all road right-of-ways and retention areas within Phases 4 and 5 will be flagged for review by the City and the Engineer prior to any tree removal. No clearing permits will be issued for site work or building construction in those phases until all trees to be preserved have been clearly marked with tree protection barriers. 5. Removal of existing protected trees within Phases 4 and 5 will be limited to clearing road right-of-way and retention areas as detailed in these plans. All existing protected trees on individual lots in those phases 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. 6. The Developer is to protect and prevent any disturbance, siltation, or other 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 eliminate any possibility of disturbance in those areas during construction. 7. Unless otherwise noted, a 5' utility and drainage easement will be platted along all side lot lines, and a 10' utility and drainage easement adjacent to the street right-of-way. 8. Pursuant to Ordinance No. 2001 18 a signage II subdivision si 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. g 9 Y 9 9. No certificate of completion will be issued for any portion of the property until such time as Westyn Bay Boulevard is constructed to provide access to the site from Ocoee -Apopka Road. 10. Furthermore, the City shall not issue a Certificate of Occupancy for any houses constructed within Phases 4 and 5 unless the portion of Westyn Bay Boulevard connecting Ocoee -Apopka Road (CR 437) to Phases 4 and 5, including the part to be located in Eagle's Landing, has been constructed and extended to connect with the north/south portion of Westyn Bay Boulevard (Phase 1) contained within Village B-2 and a Certificate of Completion has been issued with respect thereto. 11. The retaining wall located behind lots 49- 53 will be owned and maintained by the individual lot owners. The wall easement will be in favor of the homeowners association. 12. References to West Groves Boulevard in the Conditions of Approval above refer to Westyn Bay Boulevard shown hereon. 13. This Final Subdivsion Plan includes proposed improvements to Tracts A, P-2, P-3, P-4, P-5, P-6, R-2, R-4, R-8, S-2, S-3, Z-1, Z-2, Z-3, U, V, and W-1 from the approved Preliminary Subdivision Plan. Tracts B, C, D, E, F, G, H, J-1, J-2, K, K-1, L, M, N, T, W, W-2, W-3, X, Y, Z, AA, and BB shown on the Preliminary Subdivision Plan and/or are referenced in the Conditions of Approval are not a part of this Final Subdivision Plan. 14. References to the eagle management plan above refer to the U.S. Fish and Wildlife Service's Biological Opinion (FSW log # 02-392) approved on April 2, 2002. ADDITIONAL CONDITIONS.DGN ` ` ' « ` ` ` ` Edoment EAGLE PROtECTION ZONE (7509 � | SE 4 `| /S96 \ , se enr ISDICTIONAL WETLAND BOUNDARY IJTILITY EASEMENT N JURISDICTIONAL WEJLAIVI? BOUNDARY No EXISTING `-I DRAINAG EASEMENT 519 S102 EAGLE PROTECTION ZONE (300� F VIA Pr) Ns - IN 16 Easement 14 12, ItN, Easement DIIA 11�1 FI POND EAGLE PROTECTION ZONE (15009 90 IN .. �� �� m�/ �' az-/ R7'1 NOTE:����' ��� ����^���� � �u�� ALL CONSTRUCTION ^���� ���� �_. �����_ ������«~����� K-��^�U K����� ������ ��»��U`��� K ������ U n«��K»K LAYOUT U ���K«�����n. ������ ���� ^�����������U���U ���^���� �� UNIVERSAL ��^�U����U���� ���U�U� U»� '���n�0�_��U UU�U����� ����»���U�� �K ��8�K������� �U�n�UK�����nU�v� ����U���� �����»����^ ��� ��� ���� ��������U���_�� (PHONE: =�����°�u����������4) �����`�U��� WETLAND, ����� FLOOD LINE, ���� �^��������� SURVEYING, UUn0x�o, �y��� K K���U�N��, U���� K �� U K�v=xv�v�� �-8U�W��, ��Un8�� BOUNDARY �� ������ ^��� U��^��K����U��� ������U����� �^� ����U��� �������-�� ��U,W INFORMATION K K��'U`� K-��»��,�n������ �� K ������ SURVEYING ��»��������`� INC.����»����~ ��� ��� ����� U | ������k���� ������x��� � UU�N«�x COMPANY, , K8»U��(PHONE: =���8���������������� U CO C/3 CADD BY- ics CHECKED BY.- CLC Uj 3-26-04 JCS DELETED STORM SEWER MANHOLE D4 I I DATE BY DESCRIPTION I SCALE: 1"=100' GEOMETRYDATA WESTYHBAY BOULEVARD oxom wo contains: � CUR nua- CUR woa-c Beginning chain WO description Point 1 w 1,e55.686.20e4 c w8.046.3199 oto 344~48.63 Course -From 1 to po WGB-1 w xe^ 11' ss.o/" s o/s+ 1.028.8235 Curve Data ---------- Curve nno-1 P.I. Station s �o+oo.u� w 1.555.902.5310 c 4/9.205.8266 Delta ~ oo^ eo 27.59 (nr) oaoreo � cs^ zr' sx.zs^ Tangent 130.7981 Length 9 � . uoo yxos nou.us 225.0000 External 35.2559 Long uhm-u 226.1587 w/u. Ord. 30.4799 P.C. Station 354+77.45 w 1.555.900.6904 c 479.0/5.0415 P.T. Station 357+14.41 w 1.555.78e.7914 c 479.272.1434 C.C. w 1.555,675.7127 c ^/e,o/o.uon 000x = w un^ 11' 37.30" c xhoou ~ u xn^ cr' 55,12" c Chord aoor = s oo^ xo' 08.91^ c Course from pr woa-1 to po woo-c s 30^ 27' 54.60^ c o/o+ 209.6647 Curve Data �r ----------- Curve noo-o . . *o� nn p � Station � o+o� o � . � w 1.555.5*2.2327 c my.wr.7oxy oo/to � nn^ uc oo.so (u) o � us^ cr' so.os^ Tangent 77.5472 Length � ~ . �*o ssru nuu.us xos.0000 External 12.9886 Long Chord 146.6298 w/u. Ord. � 1x.om7 p.n. Station r5y+o4.oa w 1.555.609.0735 s wy.x7n.44s4 p.r. Station nso*3.4n w 1.555.513.8098 s 479,489.9145 C.C. w 1.555.723.1518 s 479,57e.3823 oovx ~ s 30^ ur' s*.»u^ s m`omo = s oo^ uy' 54.e8^ c Chord oonr = s 49^ xo' 54./9^ s Ending chain WG description STREETA Curve Data ourve woo- 1 P.I.Station 49c+/1.s w 1.�a.mm.,m1 c *7n.u1y.seo Delta 1� � �.�� (LT) Degreeco.*s^ o^*o' Tangent ~ 101.2190 Length 201.4891 ncm/uv ~ 850.0000 cxtorwo/ 6.0054 Long Chord 201.0177 w/u. Ord. 5.9633 P.C. Station 401+/0.09 w 1.555,888.6059 s 478,216.8039 P.T. Station 403+71.58 w 1.556,088.7883 s 478,198.4968 C.C. w 1.555.911.8286 c 477,367.1e12 amux = w 1^ ua' so.u»^ s Ahead ~ w 12^ no' so.uo" w Chord Bear = w s^ 13' »1.m^ w Curve Data ---------- curve noo-1e P.I. Station 4�4+ou.y� w 1.5o6.1m.11oa c 4ru.1,y.4ow oo/to � m1^ 12s/.an (nr) o � ro^ us' 3e.74^ Tangent 91.3233 Length 132.4841 nou/us 75.0000 External 43.1734 Long Chord 115.9186 w/u. Ord. ~ u/.*ou: P.C. s+ot/nn 403+/1.58 w 1.556.088.7883 s 478.198.4968 P.T. Station 405+04.06 w 1.556.1/9.3950 c 478.270.7987 C.C. w 1.556.104.4024 c 478.271.8534 000x ~ w 12* uo' sn.ua^ n xhano = w os^ 11' oy.or" s Chord aoor = w so` as' 20.42" s Course from pr aoo-12 to oo w uo^ 11' 35.87^ s o/ot 664./350 Point 30 w 1.556.188.7538 s wo.yss.*sm sto 411+68.80 4nm��pu� Positions�~_-- ^ Princile Post Position � /mm�d�mrtoward flow LU co Filter nabnic Silt Flo W �LU Type Silt Fence (FDOT Index No. u2) NOTE: EROSION CONTROL MEASURES ARE THE MINIMUM REQUIRED. ADDITIONAL CONTROLS MAY NEED nD8EUTILIZED aYTHE CONTRACTOR. SITE DATA PHAGE4 Existing Zoning R1-AA Total Land Area 24.23monaa Net Developable 22.1Oacres Proposed Land Use Single Family Proposed Density GO(net developable) Proposed Units GO Minimum Living Area 1.880SF Maximum Building Site Coverage 4896 Maximum Site Impervious Area 6096 Maximum Building Height 35`(2story) School Age Population 45(3.75x60x0.20) Average Daily Trips 600(80x10) Water Orange County Sewer Orange County Lot Building Gatbouhs Front 26' Rear 30' Side 7.5' Comer 05' Typical Lot Size 90'x120` Minimum Lot Width 90' Minimum Net Lot Area 10800GF GTC Engineering Corporation Certificate ofAuthormatiow 98 South SemoranBlvd, Orlando, rz3280r Arumber 6758 407-380-0402 Claude L.cas*agnml.pE. P.E. NummnJmm STREETB Curve Data ---------- Curve wma-/ . . u /on p / s+ + a �r+�o.y� w �,sss.yoy. u s/ n s mu.oxo.7ouo oe/to � 13^ o« xo.ss (nr) onoren � 11` ur' 32.96^ Tangent 57.2878 Length p ~ . ��� orno nou.un suo.0000 External a.ur/x Long Chord 113.8310 Mid. Ord. 3.2499 p.o. station soo+so.s» w �.sss.o4o.ry4a c 4ro.000.usox p.r. Station our+ro./4 w 1.sss.y»o.os4a c x7n.yyo.n47u C.C. w 1,555.86e.0874 s 478.501.8534 aovx = s 21^ 11' 13.38^ s � mnocm = s u^ ms' 52.73^ s o Chord aoor = s 14^ uy' 03.05" s Course from pr noa-r to po woa-o s o^ oo' 51.89^ E oiu+ e4o.4xsa _ Curve Data Fn w----------� o ourve woa-o p.l. Station y o+ys.4 � w 1,sss.mo.coys s 479.0*2.8221 Delta yr 1u� 23.91 mr/ Degree /o^ 23'uy.r4^ Tangent 85.2306 Length ~ 127.3741 nou/us ~ 75.0000 External ~ aa.somo Long Chord ~ 112.6089 ca w/u. Ord. ~ 25.4540 P.C. Station 390+11.23 w 1.555,694.5868 c 479.030.7918 P.T. Station 391+38.60 w 1,555.609.0080 c mo.ys/.0000 C.C. w 1,555.684.0005 E 478.956.5*27 eocx = s x^ ws' 51.8e, c �2 m`aou = s uo^ 11, su.on, w | U zc Chord Bear =s 40^ 32' oo.o,, w | o Curve Data mmWGB-9 p.c Station n w 1.555,597.8208 c 4m.1oa.nm ua/+o � 105` w' 34.20^ (nr) Degree~ nr ux' 39.74^ Tangent 98.9752 Length 138.3516 nuu/uv ns.unoo External 49.1817 Long Chord 119.5529 wid. ord. zs.russ p.o. o+o+/un :98+34.1* w �.sss.sys.c1ss s wx.00u.oew p.r. s��/on osy+,u.�n w �.sss.osn.*r*o s mo.mo.ss*e C.C. w 1.555.674.2080 e 478.261.0795 omBock= s oy^ 11' 33.36" w Ahead ~w w^ so' or.sv^ c Chord Bear ~ w or sr' os.ss^ n Curve Data -____� Curve wno-10 . Station � p. o on w n+/1.r� w 1.555.78e.3934 c 478.214.0924 Delta � 13^ 1911.54 (LT)oouron � s^ 44' 26.45^ Tangent 99.2495 Length ~ 197.6043 nmu/un 850.0000 External ~ 5.7748 Lcmn Chord ~ 197.1596 u/o. Ord. ~ 5.7358 P.C. Station 399+72.49 w 1.555.693.4746 c 478.188.5964 p.r. Station 401+70.09 o 1.555.888.605e s 478.216.8039 o.o. w 1.555.911.6286 s 477.367.1212 emm =w w^ sr o,.sr^s Ahead = w 11 oo' ss.co^ c Chord Bear ~ w u` o' 31.80^ c 2 Describe Chain A chom x contains: mm woa-sx CUR WGB-5 mm woa-o mm woa-r CUR WGB-8 mm woa-o nm woo-- 10 mm WGm-11 mm WGB-12 oo Beginning chain A description Curve Data -____-- cur,e wno'ux p . s� �/ . z o on s �o+^4.4� w 1.556.649.9312 s 478.958.2258 oe/to � 7` ss 15.80 (nr) oaor^e � s^ 49' 10.99^ Tangent 99.*685 Length 198.6461 nou.uo 1.sno.0000 External � 3.294* Long Chord ~ 198.5010 u/u, Ord. � 3.2872 p.o. Station 3/e^45.00 w 1.556.749.3152 s 478.954.1262 P.T. Station 381+*3-65 w 1.556.550.8/61 c 478.949.1665 o.o. w 1.556.687.4927 s 477.455.4008 oonk = s u^ 21' 43.61" s Ahead = s s^ 13' 32.19^ s Chord 000r ~ s 1^ as' 5*.2e^ c Course from pr woa-»x to po wno-s s »^ 13' sz.oa^ w o/at 121.7692 Curve Data ---------- Curve wuo-s P.I.Station o on s �o+oa.o� w 1.sss.zoy.mus s 4m.ocr.or1u oo/to � s` 1238.15 (LT)oaorve ~ 3^ ^y' 10.99^ Tangent 120.8268 Length 241.1329 nou/uu 1.soo.u000 External � 4.8585 Long oxnru ~ 240.8733 w/u. Ord. � 4.8428 p.c. s�o�/on ooc+ss.vo w �,sss.�ue.mx� s wo.yrx.or�o P.T. smt/vn nus+no.ss w 1.556.188.7538 s .e35.4678 C.C. w 1.556.292.9960 s 480.431.8413 oovx ~s s^ 13' so.00^ w Ahead = s r^ sy' no.uy^ s Chord 000r = s o^ nr 13.19^ n Curve Data X----------- Curve xmo-o o nn P.I.Station a s p +oc.1� w 1.556.113.30e5 c 478.940.7235 oo/to � 1r 1207.*9 (LT)oamrao � 11` or' so.yo^ Tangent 75.6272 Length 150.1165 ncmiuu 500.0000 External 5.6871 Long Chord ~ 149.5533 w/u. m-u. 5.6232 p.o. station sos+uo.ss w 1.556.188.7538 s 478.935.*678 p.T. s�o�/cm uua+so.00 w 1.nna.um.ry43 c mu.yoo.coae o.o. w 1.556,223.5012 c 479.434.2589 000x = s s` sy' os.oy" s m`eou = s m^ 11' 13.38^ c Chord Bear = x 121 ns' uy.o»^ c R1-AA 7.O5ocnau 5.11 ocnam Single Family 8(net developable) 1.88OSF 40% 50% 36'(2story) 6(376u8x0.20) 80 (8x 10) Orange County Orange County 25' 30' 7.5' 25' 1O[Yx2O[y 100, 2OOOOGF City of Ocoee Existing Contour ----- Existing Right -of -Way --'-�-- Existing Sewer with Manhole -------- Proposed Right -of -Way Proposed Water with Fire Hydrant --«+--- Proposed Sewer with Manhole �m--' Proposed Storm with Inlet ------ Existing Sanitary Sewer Proposed Reuse Water Proposed Silt Fence - - - - - - Eagle Protection Zone Existing Zoning - - - - - - - Tracts Proposed Sidewalk (Dewe|opar; installed prior toCertificate ofCompletion) '-------- Phase Line Property Line RoHda � 12- co OVERALL SITE PLAN �q JOB NUMBER HBL-10 SHEET 3 of 114 HBLIOOVmgn HBL10TRACTS.dgn NATURAL GROUND �� i NOTE: USE RECORD PLAT FOR ALL CONSTRUCTION LAYOUT WORK. POND IIH4 II TYPICAL SECTION 1 i' ,9 �° 1 I ' TOB 76.0 i J , / ,� 1 / 1 TOB-76.0 1 n 1 ' I/l,�l l'',f r, i , ;I f - l ' `rl I .L.I 9 s 1 1 L'j-'` , �t.1/-'_`� - I (•, I _ L. _1 .1 r i t I',,-... i' I ' -1 �� �� !�}t IJ` r1 LI '1 J Y �1 I ., REFER TO GEOTECHNICAL REPORTS BY UNIVERSAL ENGINEERING s-, I �. , r ❑ 1, r' - 7i I SERVICES (PHONE: 407-423-0504 NWL-72.0 �5:i 7i > r - ---, - - - „ : riiii r T, ❑ J I ;J - r,l, l ) ELEV. 70.0 f - - SW�tLE l s• 5'1 I ,_, I I: V I 1 t _ 77 „ . "�--�...' > _ i, I . I > I / 1� i, I' I r C� C AID 1 J,1! i SURVEYING, WETLAND, 100YR FLOOD LINE, BOUNDARY, �`> 3'1 -1 r _.`''iT I Z, " 1 �j 7�5 l -1' BOTTOM-60. o / , � 1 , - / ! 3""-=F r / as , / . r r » r , AND TREE SURVEY DATA BASED ON INFORMATION PROVIDED BY I / 1 J /,;:1 / '�,. / / I71 �- -- - ` �• ` 'I SEARS SURVEYING COMPANY, INC. (PHONE: 407-897-6220) I j f , 5' 20.0' 10' 30' VARIES 30' 10' 20.0' S` � ARIES rf , �� r, 1`FF. `7 .I` / '' / 1 r t ' I / ❑ i 9 I,r C �:I/�/ J �, 9r 30 D1/A1�^E I I._�/I' THE HOMES BUILT ON LOTS 35 AND 41 (PHASE 4) WILL FACE WESTYN BAY BOULEVARD. I r' r j ,I �_'] /1 � " 2f0" ,� j`'. F.F. 75.2 ,4 N� a - THE HOME BUILT ON LOT 60 (PHASE 4) WILL FACE THE STREET TO THE EAST. POND ..H3,. TYPICAL SECTION SWALE "l TYPICAL SECTION I `-'' '` - - 1 ` '% \ c ,79 ` ;" I'llr � -I , LOT LINE LOT LINE t " ! f% ,,//I 1i'> �� I ��i 2l%/ITr 1 t 1 �,sll I' 728 I a`--:� �� I if- 1, ' THE EXISTING GRADES ON INDIVIDUAL LOTS CONTAINING PROTECTED TREES WILL BE roe-7s.o TOB-76.0 TOB715 1 c, 11____r_°_ N=_ _ 1" ;:( POND H4 TOB-71.5 I /_1 2 ° ' - 'I J 1 � 11 i1 [ 74.5 \_--- - n f I� ��., ' ` ° MAINTAINED AS MUCH AS POSSIBLE TO PRESERVE EXISTING PROTECTED TREES. FOR LOTS-" ( = I'I i''' ` ' r1'" 75.0 70.5 I J t::`71.8 J_ t 9r , I ' I (f i. r r� I r� s ' ..J CONTAINING PROTECTED TREES THERE WILL BE NO GRADING OR OTHER CONSTRUCTION �> BOTTOM 6c1 S`> ¢`� BOTTOM 4`1 1.I ,9 1. ' S7 ' ON INDIVIDUAL LOTS EXCEPT AS SPECIFIED IN THE FINAL SUBDIVISION PLAN UNTIL C //� � 7 - 9 5 4. 0' 18. 0' 4. 0 5 4. 0' Varies 4. 0 1 \ ,, / � 1�, `� f ., 1 ._ � `` I BUILDING PERMITS ARE ISSUED FOR THOSE LOTS. NO CLEARING PERMITS WILL BE ISSUED I , �•.: \ j ,_-) '11`'\_ , / `' ' `'' � ' I ''9, r=1' r CONSTRUCTION UNTIL ALL TREES TO li ' �' ,9 _7'� z''' '.., /-, 97 11 c� r \ 73.8 ',/ / .., ` 1 " ,r I l ' I `r/ l 1 ?- J 1 �� Ir FOR INDIVIDUAL LOTS FOR SITE WORK OR BUILDING „ ►► POND H2 TYPICAL SECTION 1,1-------- 1 .61:� 1 �- '%f 2' , \,,' :l ,, ;'I BE PRESERVED HAVE BEEN CLEARLY MARKED WITH TREE PROTECTION BARRIERS. ❑ - ,' i f' r� 1 -h% ! F) , .§ � ;,� 2 , I ROW NATURAL GROi)ND 1 >> 1...7 i r� 7 4' 75.4, ''',�" , � \ •- V- l i ,-76:1 ,�� L -) Pyrel � ;s a 1 2'/ �-1-1 y � � •iT'i s r�'�. -;r •;/: I ' _ \ 1/i"' `0 i i ':0 ''��i---;�' l 1 � � ��'7P, �Q I �' _ '' Ur TOB-79.5 '/ -aj' �} !".I. /-` 'T / 9rI' S TOB-79.5 r iil �I� lC?,,/ /. "`C':•Iri� �;r i-�/ / �. 11 J, �, I �1 Property Line > I 1 ( I , /f rt J C �`' `� .r f -, ''`! `1, \_ =r �! `'' `., 1. �J)' j. l 76.V I/ - i _ �I 1 . 4. 0 S'> BOTTOM-76.0 y:1 S'1 /t 1 �r ; t ._- �_, t ( _ 1, �� . __12 ,, `_,. J/ I y/ / '_ _ _ _ _ _ J 1,I ! f' j ►I AL UM/NUM PIPE I " (� / I / I ' C1 ; 9 r " _ Y - "I, ` F 100 YR. FLOOD L INE� FEMA LOUR (03/12/03) - a---25'-100 YR. BUFFER 'JURISDICTIONAL WETLAND BOUNDARY 100 YR. FLOOD LINE FEMA L OMR (03/12/03) SWALE / TYPICAL SECTION HANDRAIL 1 l� 75.�';�y' 76.2 1750 - - r PAINTED BLACK VARIES 17.5' VARIES l7.5' 10' VARIES}! 1, % If f-_ 1, I1/I t j j �1 I _ _ _ _ _ _ _ / - 9 : _ L~ i;! it 1 42" MIN. 1 r; :,/ �w� " I IIII r 1 r-' / t �) pl �'`,� , -J. 7, NATURAL GROUND Ele v 9 I I - r 9 9 11T� ,J _ t /rY 1.s / / / t� 5 1 L 11) / I J r �'' J 4%J� I ��1� (' r �/ r / / / 1 , r ,, L, I I 7, ' T ,I� 4. L rr LOT LINE Varies 11 1 I �'' / - I /()\ r .I - „i4 / .,I/i J q - T03-71.5 10. 0' Max /! j q:1 BO �M RETAINING WALL Voles 4 19, 4' VARIES CROSS SECTION A -A TYPICAL RETAINING WALL (Design by others, see sheet WP-1 and 2. Placed on these plans only to show height and location of wall. Walls to be con tructed as part of the infrastructure, inside the property line The Cityof Ocoee does not assume liability for the structural EI 7 `t t-� r7 >I Js--•/91 //_ �_/ jtt) �r�'�`'/ '�� '� 11'}` r_• {� li ���'t`:� i. %� •y i,,-f!-/ i ; C� r_ I ` , 3: '` 11 - 1 6 Z 120 1 �t1� �fI_ / / __, _ r1 f� , �L//f (�' ( rr:-. ^�,' y >; J f"1 0-.J8 1 9 7 �'� I 9 9 - / / I �' ! f/ I 2. J i� `I 1 ! ,� '= l- �k -J' } -_ 1 / 1 IJ / �,,( r; ,� , /�.:{� ,� / �`t��T - . ;r J -111111­ 1-, r '� STA. 380+96.36, 336.8'L T .. ... t r7 , I), t'r / I I ( fL� _I �.! i ,t._-'r7 ,) ' •., . r./' s,, (l`' ! � r r f _ \I r i - '�r 10 � r1 / r . / "`�, ��' .,1�„ �t y / �s a t / 1 ` ,1 _ ,> OUTFACE STRUCTURE r r^' i�-. l; I l ,7 _`_,I�i.__ �..�:. , , I..T'%i'/'- = •1`_�`,,; -L`-L ._,�.-�t� yr ,1fi' .' 17 ,,; �'1" " 1 ' / ; '1 I ,,r,�77��� .,1 f (SEE SHEET 1U APPROXIMATE LOCATION OF L , j,,, _ ` / - _ { `,.. 1. _ / ;, ,,// r-., ,, -,.I I� 1 =FTI ,;r �:i �I I '' 1 't / �`� i'•i 1 CONSERVATION EASEMENT SIGN 1 r) �i " _ �, � ^ ' ! �L`' �� � � I_ ! .I >1 ` 1 1 I' ❑ _ n _I- _ I i s 7 _5 � r/ l I(SEE SIGN DETAIL SHEET 5) I fT�>% _d = n �1/ 11.13AC. %% ':,i`-�;_ 1. I,,,_. ' �� '`1 j ;7 j '/ r. �_�r D-37 1•. 1 1 1 I= ! i'/4.9 ` I 1 I , 0 1 -N1N 9 I r I �r ti /�� I 1 =a ;'�--__-- 6C5s'` , /r I / Lt" STA. 380+86.7 390.8'LT 1 9r_ I a. /i- I!- r�l ,1 76.0 r '�` I , J al7 = ; = I ' - ��l „ ��� = jh` = �r,-I �- ' 9 r t , i \ I/ `t` -1 / �, ; 7 TYPE MES 4 1 1 = I a„I I/ _7`1_ 7r 1 I r / i J I _ INV. 71.80 I 77 .'_"'� '% I 1 I r•1 I / � `ri.' i- -�}}-? Lt...._./ - ,^ ``r //! I / \ I r U = _ r� (` �`'`' i/. }� ,`/ 1 _ / ly :r. 7,5.0 - �,,�.i_� r / - r. , I - = = I 1 l:J f� t- ;, I/1 = jI - -;c� _ 1 i ,J j` .`, ,. 1 / ` 1 T. > 7 = = I I V , ' ' j q .= i - f-i- /f. �,t `_ ..t 4- / -�`, -.-I, __ ! I , //I 1 r 77 = = r I I /� :`�i7 -, J %'`/== fJ) /1157 1 !/1�`/�j I` -` 'Iy( \ i inte ri of the retaining walls. Maintenance of the retaining / 1 = _! ' £' '/ Ifi f ` gy 9 9 1 I I �` :r .. 7 7. 1, B C wall shall be the responsibility of the Individual lot owner �ti" ' I 1 )i' I I ;_�. _ t zi `' o '''`;; / �'�� and/or Homeowners Association. t g, J L 0 T NUMBER VARIES 10,9 FINISHED FLOOR EL. POND H2 UNDERDRAIN CLEANOUT INFORMATION CLEAN ELEV. CLEAN ELEV. CLEAN ELEV_ CLEAN ELEV. OUT OUT OUT OUT A 72.50 L 73.00 W 72.86 Hl 72.49 B 73.00 M 73.00 X 72.84 /1 72.41 C 73.00 N 73.00 Y 72.78 J1 72.25 D 73.00 0 73.00 Z 72.76 Kl 72.13 E 73.00 P 72.97 Al 72.74 L 1 72.02 F 73.00 Q 72.95 Bl 72.72 Ml 71.88 G 73.00 R 72.88 Cl 72.70 Nf 71.80 H 73. 00 S 72.85 DI 72.68 l 72.90 T 72.83 El 72.66 J 72.90 U 72.81 Fl 72.64 K 73.00 V 72.79 Gl 72.62 J I I- - = r= ' 1 / f "I �A'� + I i�J�'- .I i tN. ,I ,•.Si r > , 5, = I _ `.r ;, H 99 • _ �,I/ I , . = I �. r ,_ 9„x „ RCP @ 0.361 ' 1'` - a I Id,I =% %x li ;; J r ,91 ' 42 i '-''r } Y ,�'" t': \ J Y.. / ,.�/' ) r / ` f --- \ i➢ „�+-''- = I , F.F. 77.2 N -' ffa .,, -, j : ', %4 r r , ' . I ! ` z - r' I 041 :� % I ► I B + � �J '' _ 1• !!�' �: --r;. � -�;�,��. - / 1 T � ..i - - I.,' � �+ . t , i7 - I ' _ ' - / , E 5`t, - •% �-- 4 RCP/ ,• ` I - - , - )ZL {� c 3N ,F _ t _ I L t I� 1- - / _ _t - " 1 r%' f' \ 1 rr_ = 1 I I - ''��-� - J ' 4 `_ 25' WETLAND BUFFS 1 ,..,, _ ., , i - I / •.I - �::,,, �,' Tl'-r_I.,I >A✓ .,. I rl r-> - , �, R 1 �'+ 2=a .I, I I ; �."/i �! -;''I fri•, �`' S A. 38_+10.5�; '8 c.LTr :� I7- 1 I' -I iII r,1>> = i%-L' -! �' %" I, ib. 1 P.I. ;, T YPL ME 4 1 `� , F F. 80.5 I 1 - 1 " 0--1.00/ _ I �, i r F, I J 226, ,;18 r� 2 . rI� 68,.5 99 .r` i J r - ��� y A TYPE OF GRADING DIRECTION OF FL OW NA TURAL -_ ___-__-__ ___ GROUND CROSS SECTION B-B TYPICAL LOT LAYOUT POND H2 UNDERDRAIN PIPE INFORMATION il A-W 62' -6" PERF. PVC 0 0.151 L - T 112' -6" PERF. PVC @ 0.151 Ef-Fl 15'-6" PERF. PVC 0 0.151 L 1, Mf 94' -6" PVC 0 0.151 B-X 142' -6" PERF. PVC @ 0.151 M-S 117' -6" PERF. PVC @ 0.151 Fl-Gl 15' -6" PERF. PVC @ 0.151 M -N1 55' -6" PVC @ 0.151 X-Y 25' -6" PERF. PVC @ 0.151 N-R 113' -6" PERF. PVC @ 0.151 P-0 15' -6" PERF. PVC @ 0.151 I C-Z 159' -6" PERF. PVC 0 0.151 O-P 54' -6" PERF. PVC @ 0.15% R-S 15'-6" PERF. PVC 0 0.15% I D-Al 180' -6" PERF. PVC @ 0.151 V-G1 110' -6" PERF. PVC @ 0.151 S-T 15'-6" PERF. PVC @ 0.15% r E-Bf 181' -6" PERF. PVC @ 0.151 W-X 15'-6" PERF. PVC @ 0.151 T-U 15'-6" PERF. PVC @ 0.151 1 F-Cl 184' -6" PERF PVC @ 0.151 Y-Z 15'-6" PERF. PVC @ 0.151 U-V 15'-6" PERF. PVC @ 0.151 L. G-D1 188' -6" PERF. PVC @ 0.15% Z-Al r „ 15 -6 PERF. PVC @ 0.151 G1-H1 n 92 -6 PVC @ 0.151 H-El 193' -6" PERF. PVC @ 0.151 Al-Bl 15'-6" PERF. PVC 0 0.151 H1-11 59' -6" PVC @ 0.151 I-Fl 198' -6" PERF. PVC @ 0.151 81-Cl 15'-6" PERF. PVC @ 0.151 11-J1 109' -6" PVC @ 0.15/. J-V 95' -6" PERF. PVC @ 0.151 C1-D1 15' -6" PERF. PVC 0 0.151 Jl-Kl 82' -6" PVC @ 0.15/. K-U 103' -6" PERF. PVC @ 0.151 D1-F1 15' -6" PERF. PVC 0 0.151 Kl-L 1 76' -6"PVC @ 0.151 ji I '% _, I I .I / I �f [..,l =; JI:1 2 `1 I c < d H4'. � " ;, r i- ;� .L/ =- I ' '�f =, _, Tt. , _ - - I ,4 I 11�- J 4 ' ^ ....:r1 57 I /. •I _ /1 ' (. 1•i. 1 APPROXIMATE LOCATION OF `°� =_I. 'r _ I�` I.,_.: F.F. 77..2 `. = z :`` ri. r5 r T-=� FEI` . ` r �,: �,,.� = Ir ems, - �� iJ NV1/L 72.- .... I -r' _'r r I. °r CONSERVATION EASEMENT SIGN /� `. ,'3=� d 1 J =STA. 3� +0.0; 23�.8 L Y / C I ,f r �DUT�ALL. •STRUCTUtI,'E / 1 r 25yr24hr: 14: ;, li ' (SEE SIGN DETAIL SHEET 5) I `„ ❑ 1='� '' f'' _.(SEA SUET =�1) 79 �%I /1 r �' 1 II ' !`,- 11.E = j �� ,9 , '„ 100yr24hr > r s, it:l' ff I_ �; r JI / r ,, _,76.6' 49'- l " 1 ��l �- `1. `� '^r��';r.I ��>> / ' 'L� C I ER ,r I 9a i �-1T� -- _-'__ -- `RCP 0113% - I --a,� I � ; I I : 1 � = - - '~ _ _ _ _ 17s o'-. - , -` I 1 u' 40'UTILITY EASEMENT I / / t '--'� ' " / , 25 BUFFER r.-7� I l I 1''. I r:1 9, 1 I Ti4:;�'t82t ,; 3 9 rs _I �i1'�[ --y-- --� r� TUB/f`',! JURISDICTIONAL ! 1 �' - - �j I' 1 �;, 1 r \\tea ------- _'_, i lN�` E .5S 4� j, �`r, \% -WETLAND BOUNDARY � ;,::...;, - r _ r / az97�/ \��``r 77 �� `I ,75.o I f, r y 1','i -, , /' // I 1 �7r J� _ _ - <' . ` �\ JURISDICTIONAL 1 I = ��\\\` ` 1 i 9 I "' �: L�" � r �; r, „ /, ' ` `7sB >" - WETLAND BOUNDARY I = = r � it \��° I �,; 1 � /. J ; - -. - PROPOSED -RETAINING WALL / = I = r II ��\ F F. 78- 4 1.8�4Ae I 1 r 11 � `Y t ; 83.4 _ - 1 r / �I 1 ` c _ - --_z _ _ _-'a- - - - - - (SEE SHEET WP=1 & 2) PROPOSED 10' WALL EASE ENT , r / _ _ 1�/ \\�\� I 1 ' '11, :Igr , �f 'I 1 'Bs.� __._----•---'r �.. `\�• A 1 I� / / = I =I I �fi,;' \�\ ,I/ ii 1 z 31' _} (' ?'' �, ,` p 1 v .l..i , / %4 .`. / , - " \ 11 I I' - 72.5 \ 1 - - - I J POND H3 UNDERDRAIN CLEANOUT INFORMATION POND H2 UNDERDRAIN PIPE INFORMATION CLEAN ELEV. CLEAN ELEV. A2-B2 61' -6" PERF. PVC @ 0.151 OUT OUT B2-C2 133' -6" PERF. PVC @ 0.151 C2-D2 65' -6" PERF. PVC @ 0.15/° A2 71.5 E2 71.3 D2-(D-47) 20'-6" PERF. PVC @ 0.151 B2 71° 4 F2 71.5 F2-E2 126' -6" PERF. PVC @ 0.151 C2 71.2 G2 71.4 E2-(D-47) 18' -6" PERF. PVC @ 0.15/. D2 71 1 H2 715 H2-G2 66' -6" PERF PVC 0 0.151 G2-(D-45) 16' -6" PERF. PVC @ 0.151 ,,. '` ._ - - - - ' t •,. ti \�` G, NC' , I I / _ B /f Imo\ "`.. ,i 7 i C-1 I' (,1 I . i 1J ..ill - J �. a, I 4 'r i _. __ -- ---=� 1 d �f, �. 2' I._ IIIIIIfF _ //YII \\`. ;r - �j - rJI % r` CJ ,' „ �'�''7 < j. X rJ '• - 1---_--.___------7_--_- =-- 1 _ �' ' ��\I �� 1 '..J :.J' (j� r- i7 ;7 I ' " �'P��1 16% ' t D- G �Ji,'t r r.. _� " ` -t--------=--5 = \o I r 1 Y -f Iso.S I 88.s 8s.2 --=�----------- �3. - --- ---- �i- / _78.5 �- �` STk 384+05:f, 2u38.8 r1T ti'` I / TA.. 384 57 2 1.5 L T 2 s> 3 I �� A / _ o°I OUTFALL ---57PZZ-TURE I ? ' I �I: " ,' ;, : I ` ' , ' NG z. - �-_35' UTILI TY 13 ` ` \ , _ _ , _ _ , I \ , J r' 1. IB I \ \ - �- - ---- ---------------- -----/, -- - = I, . 7 I (SEE SHEET�XXJ , -I 7so r I I ( /�� Y Et / 4:1 I. _ EASEMENT-- , -- --- �=---- r ---- - -----I` --, -- ='---- 't - - I r'- - � I i L--=--------------- -- =m �lJ - 'INV.`69 '" ' - ,.- 1-__-___ ____� -- -_ ___ I I I I I., I ` I I �, t, I I I-' '/ "I~- ' i J1 1 - J /'_1 IS ,t, //�� _ I' `'�. I I 1 I 1 I 54 I I ` ' `.� ` \� 1 I \ �`� I Y;I I` r1 % A_( ' = 'l I � r_------------------------7 -750 / � � i j I i`'` 91.5 I I I I I \ !I I -- I _ _ _ _ `" / Nc I i i II. I I 1 I` i i \ I I ` - f� I- F_. "83.0 i �/ F.F. 82:5' Y - �_ { Q . I - % I c - // 56.. I 55 I F.F. 89''2 F. F' 86. 9 I r I I I _ - - ,q = I I `~ 2 / l _ I I i I �m I • I A '` , ' [---=T I I F.F. 84, 5 I� -F° F. 83. 0 "I " I A - - -,, I L_ _ I � I - . - - I I (� , + �. 5 7 1 'F F. 92. 0 I I F.F. 91.2 I I I I A` ` 1. I ' A �� ; A-- I" ��� I I= I I 1 2 2 I 'v'�,/) i'`vl I f STA ` 3A4 18. 6, 29 Z 5 L T -. F,"92.9 I I 1 `' a . I I I , _ - I- - - - T -I I _ �� = F.F. 80.6 % 1-� I A I I A I I I I �� 7� I- / I I I 1 I I 1 , I 1 I 1 ` I _ I= TY E/ MES 4'1 I i ,i h ` I I 1 \ I I, --I I_ I I - 7 - I I= - I C , I I �/ IN 68.E ,/ / - 0.3 \ I \�I.. I 1 I I I I --- -- ----- -- ;_�- - - --- - ---/-- ---------------- = / - -I - �._-_ I I I / I _I - _ _ r / .I /' I ----P I-- ---- -----------------,`-------------- - -� d� Bo.I 80.0 -=/ / �I I - ', Tf7;41CT Z3 I I 'ter ll /I /l S. 1 , 11 � \ �� I,_ I \ B26 '80.9 -- ,i0.5 -- �'i"_ ----------------- -- 7, % P, I _,^ I % I / \ r B7.4 s5.o ---- --- - ---- --� --- -- D2f rii L/T''ISTATION I I - sz 7 i =Hurl - ,' \; I -es.31 2.Q�9�. D - - - - - - - - - - - - - - - - - - -------------- ��------------ ----- ;------------------- � iir,,rri ' 12. 5' UTIL I T Y & A06'it s I lye INI+Itl yyt�yyyNylH /` / / c-------=----=- -------------- - -- ' -- I / l 1- - - - - - _/... s 89.9 2_ � ;---, --�-------;67 - - 'ri � I DRAINAGE',. 025 _ _ - 7 / i� r _ - - - - 7s.70 7s. s5 ��riiiriiii,� Z 023 I EA'SEME-NT - _ _ _ _ _ _ - - - - - ii 5 ��\, / r I // 9f.2 - - - - - - - - 90 3= _ y 88.86 . 87.05 E p _ � I _ _{ - _� D26 /' / _g9 _ _ -- ` I r yAW Y �/ 7 89 g ..` gg, I) /i��/ 79� _,- - - - - - - -„4l` _ �,. IIIIIIIIIIIIIIIIIIII tlllllllllllllllllllllllllllllilllllllllll \ / / I / J _ 0 - _ I 7s.ss _ ,,., III _ III III >i III - / III Itll ... III _ , EXIs G LIFT ST ',y� `,� - uu A TION - - ' I / 1 / N 6g/' h \�\,0,00 y 8B.86 O, - \ _ _� _ - - - -- - - 79.57 _ N I I g - i1 ------ -- 111111611111111I111111111111111111111111111111III1III1111IIIIl111Q(III1�1Illltllllllll _ IIIIIItllll 89.9 _ // / . // 5U i 1 %,------------ ' ------------- --- ----- -- r. _' ao.s - Bo.3 BG.o SEE SHEE+ 11 - ;,. / F.F. 92.1 I I., �'� 020E 82-s 80.s D20 - / I t +� I ( / ` `- 11 - - - - D22 I _ Dl 1 Fl Gl / sue',, ' i ' I 7 ----- ---- ----- ----- - --- ''------- --I_ r---- - - _ - Al 81 C1' _ - `' f I =:::�/ >;° JURISDICTIONAL 1 i,, 1 / P ----- ------- -------------I - - �- - -`=I �- _I _ .I Bo.l 1 y Z _ --%41 �t I -- - //';, l - TREE SPECIES LOT BAY OAK PINE No. Did. No. Did. No. Did. 1. 0 0 2 44" 0 0 2. 3 36" 27 286" 5 75" J. 6 71" 36 336" 5 65" 4. 11 110" 14 138" 33 389" 5. 8 82" 8 78" 31 349" 6. 4 43" 14 160" 20 231" 7. 10 112" 13 195" 3 44" 8. 20 217" 9 116" 10 121" TOTAL 62 671" 123 1353" 107 1274" TREES TO BE SAVED TREE NUMBER OF TREES SPECIES BAY 62 OAK 123 PINE 107 r. ,------------ r _ - I - - c I s2.o ' ' \ 1 ro � % - 89'8 �`-_ i -I' I 1 `1�_ I I. � v I I - ._ _ I i 'I `` j 172.'15; U jIL/T & � 'I I ,` I I , WETLAND BOUNDARY i------- ---� sa•�. i , J/, , 1 `;. i i ; I I I ; ; '` 1 IOR�1/NACRE 1 , I 1 I , ` GENERAL LEGEND \ I /f �J �. 4 5 I /J �j __ 1 /J 4 8 .1 I 1 - - - - ' ( I 7 2 I "1".3 I I T I ' ' 1" I `7 `✓ 1 1 7 I I I . s. EASIEME�V T i EXIS,TING� SA l� Y � , / s1 4 - - - - - I I , 1 I I` I F.F. '$5.6 I I_ F. F. 84.1 I I `- - _ F.F. 83.4 I I F.F. 83.4 b ` I -•--I I `` , I F-F. 87.1 `, I 1. I I I k 1 I ' ITO E fFEM(jU �a r - - --_-'_ Existing Contour - -MW • I ` `_- F.F. 89: 6 t 1f ,' . c� ` 100 YR. FL DOD LINE I 1 1 % ' z I F F '9,1 7 d I `' , I I I A 1 1 A I 1 A I I A I rn I Ll/ -� Al 1 1 I 1, 1 t. t i . I 1 t---- I- - -- -- A I I A I I I I I I I I 1 I , I 1 I I I I .. I" \/ FEMA L OMR (03/ 12/03) I I �, 1 .i~ I I I ,1 I I I I I I In ► ``, 51TA. 85+194.85 16P. 4't T I I I ► r_ \, ,--------- Proposed Right -of -Way I. a, 0 1 1 \I I I i , ;,, I F� 1 I. 1 1 I 1 I i. I ` ' - ' 1' i I ! --- -----! !--------.--------% 1 T•I`YPEIME 4 71► I PO 2 I I .' "'r . � / ` �f 59 1 ; � '-'=--=i---------I-------- ----' I ----------- `�-------------i 83.4--- ---- - 8Z2 --- 82.7 fir--- 1 INV 75 0 1 1 I ► '} - I, I \ 1 F.F. 93.0 II _` I__ . Bs.4 y` �� 94.9 I `'w'* ; `] 1 i ` 115' 15' (DII�/) I I ' I - Q-- Proposed Storm with Inlet ` ;15' ' ► I I A I 11 � 1 0.87AC. - 88.9 \ 89.4 B�? 9' 2.11Ac. 8'6, 4 85.2' 84.7 �� ' /_ k .T =•1 , f , I 15 I - �"-'� 1 I I r J ,r I ►20 T M214HR: 7 I X STING --WA.TE-R LINE Curb I I I so.811 = sos � r 1 I I; 1 I 1 ► aI I BE RE VED Miami 1 'I 1 _ 1 = 8�3 y A I I` I I i100'YR41�,3 s �;. 1 - -s2`3- - -I ---o5- I 1, = 8s.o 86.5 85.3 -,I 84.8 - I I ► l 1 II i>d� �i- , 1 1 Drainage Area s0.9 1 4i I _ 89 5 s TlNI EIA$E EN i ► '' I ` 0.17Ac. 9 - % ' . �1 ` yI._1 ` ' T EI ACTH T Q I I, 'I- �� I , \ I 11 " ► `' ►, I 15' - = 1 , \. _--------------� I-----= -_-------- -I I I ► If I 1��5,115� 15, 15 -- I-------- �'----- 11 i 1 1--------------------- -� 6.$�.�G:----,-I 1--`, ----- -----I t r---49 i - �, I = ` I EXIS', Gj AlVITA�?Y y'�I` 15' 1 1 1 ► I - ��- - - - - - - -.3�5 92.3 I r 1 , s s 1 I I I I I s`t� x x I I 1 j I I l� I !, TO B RE dVEDI I ,,,-'I I I i i I i I - , NG / I 1 t I I I i I 11 I 1 I I r t �J 6 I I -. �� 1(, ' I ► r 1. �� 1A 1 Q � ST -356+ 29, 148. 6 L T I Gf 1 '\ 1 I } I, I 1 I I �� I c� t , � � I �' I ► . ': I 1 ,� I I , I C -(1 1 ' v 0 I I j I a I % I I 1- I I'',, I 1 1 TY ' 7l%JE,1 I I 4` Q 1,, I I ` I J78 I 1 ' - -.F F. 86. 0 r I I F. F. 85 , I ' I - I )' 1 15 TA►' 87+5 O1, 8. TIL T I , I a 1 _ , I 4 I I 39 C==� % -' C� ' - I . ► I I �N� 5.6 I I 1 s, I I 1 I I F:' 87 2 , 1-- I 1 1 .I a. I Ti)'. M S 1 I 1 I 1 1 l I I I FF 91:7 I I I I FF. 88.7 I I A 1. ,. A 1 I A �` .' / hC �I I 1 i I I I ! !L 1 F.F. 93. 7 i I;,a f 1 0 f F F. 90. 2 I I A I 1 ,-�" � /VNV. 76. 1 0 I ( I F. F.` 92.3 I- T. I (. 1 I I, I, I I I I ` A I I I A I i rA r I I A , I I iI. �_ �' I r I 82.5 r' I 't I I- �1 I 1\ I 1 I ► 1 1 ' , „ I \ I I I I I I I I 1 ► I I I ► 1 I 63 - 24 R @ 0.161 I I 11 91.s , N` ro I 91.8 1 J I 1 I 1 l I I I 41 ( -- I-----------------'------- 025 C13i 1 5h ©C� �/`h �h I , I I I" I I 1 \ __I I `�' I I---------'-----' ---------`-_ I 6-----=-----'i---------- = / '.T- -.J r' �! B3o ©` �h OI I 1 I h 1 ENTRY WALL \------------ (�- !r `-- e3s 82.s / I, I D 34A <TRAC T V> es s BB; 3 D3A Bs.B ' B5.3 a4 J�., _: �I I - D30 L ��� �I _ __ s3o s2.a N sz2 11 �, -_ `_�_'f _ --fir 7-------------------`-----+------+�--�� ,,� - �`\ ��� /y1�"hh �� SIT _35�+14. 2, 88. 'LT -- __ -- - NG o -_ ' - ----- ------ . ---------------- ---- -- M - - ��, r�-, h rY P 7' �swIIII - v Nff BAHAf"HAIHAH-----'--_------ - -� - - -- - _. of � ��/\� 8 , e / TOP 79 0 82.63 1 2 1 ' ' ---.----- _ ` . 353 `, r IIHINNNIINI tfIW411NHH1HIINi�FInHH1 �. f Jr,, R� ' ., �� 86.5f 351 r,, ' 1 INV. 69 _ s2.39 �\ so. st 4 g - 3 5 - - - - - - - IIIIIIIII IIII111 IIIIIIIIIIIIIIII1111111111111111IIIIII IIIIIIINf(I1 �IIIIIIIIIIIIIII IIIIIIIVOH \I\\\\\\I\\\\I\\\\ s2 7 02 ` 3 4 6 _ \��` 3 4 7 3 4 8 B. t' - - - - - - - ~ - - - - - - - - -- - - - - - - - - - - - - 2- - - _ - - - _ IHIHHHIIMI lflv,,,. / / 56'- 2 it @ 0.16/. 92.72 - - - - - 3.07 I : D - . IIHI MtIIN�t,.,.. NP -------.-- -- --- - - - - - c - - - - - - - - _ , , iiiiiiiiiiiiiiiiiI I I 11N1 IINIHHNIIHINNHIININNNI{NIN4HNINIINN111 ININHIIII - - - - - - - - - - - - - I; R 3 41 83 34 83 2B - --- 82.61� ' _ 86.35 = R��� R57R R4.91 .. ___--_._.._-__... ____ = oo ,r r RR 7�i R7 RO ---_ - _ _ . -_ SEE SHEET 5 OF 14 - - 11 Illlllimmllllliliiiillllllll Drainage Divide . f%///// Proposed Sidewalk (Developer) . Property Boundary Phase Line ------ Tract Line c rn •o 0 M m .m 0 z z 0 a 6 J m a 0 13 .� FIELD: Cry of Ocoee Florida 1 � N -- s NOTE: ALL TREES WITHIN THE RIGHT-OF-WAY LIMITS OF z _ - CADD BY: JCS/CMY STREET'C', POND H3, POND H4, AND SWALE I TO - - GTC Englneering Corporat* BE REMOVED. cn - - CHECKED BY: CLC w 10-20-04 JCS ADDED STRUCTURES D23A, p26, D27, D31A, D34A, D45, D46, D47, D48 Certificate of Authorization 98 South Semoran Blvd, Orlando, FL 32807 ALL TREES WITHIN LOTS 1-8 (PHASE 5) TO BE 10-20-04 JCS REVISED STRUCTURES D23,ID24, D25, D30, D35, D37, D38, D43, D44 DESIGNED BY: JCS/CLC Number6758 407-380-0402 Claude L. Cassagnol, P.E. PERMITTED WITH A BUILDING PERMIT. DATE BY DESCRIPTION SCALE: V=50' P.E. Number35490 DATE 3 -7 -03 11 GRADING PLAN vi Westyn Bay Phases 4& 5 C- r T C 7 2005 0 IQ JOB NUMBER HBL-10 I SHEET 4 of 14 1 0 HBL10GRAI.DGN on ^G (L Q N N M co O O N N O HBLI0GRA2.DGN C CD a 0 0 n 0 T .o 'c aT y N 0 3 m Z Z 0 'o T J m 0 0 ro HBL10PROF3.DGN D20A D20 P.I. EQUATION STA. 408+58. 99 STA. 411 +68.80 Street A= STA. 405+88.99 TYPE P-1 /NLET S97 STA. 385+06.55 Street C S98 8" SANITARY TYPE P-1 INLET (PHASE 2) STD. FIRE HYDRANT STA. 408+65.00, CL See Sheet 8 STA. 404+93.96, CL W/GATE VAL VE ASSY. SAN. MH. 510'-6" PVC WATER MAIN for continuation _ _ _ _ _ SAN. MH. OUTSIDE DROP 35' UTIL I T Y (PHASE 2, AS -BOIL T) I _ - - ;, - - - - ` (PHASE 2, AS -BOIL T) EASEMENT 270'-18" RCP @1 75% RCP I ,f l •1 I ' , ` . h i � ' � "� iT, - _ I - 74 J - - - = I " `I~ i " � 025 - ,� 54 i i i i i` i _ _ - i t 49 ` i j� F I STA. 385+26.62,' 179.3' L T I - 55 ` , I ' . I 53 ' 52 I 'I _51 '� - I - I I I 1 ' 45 R 56 , I �. I 10' UT1bTYI I'' i I I ;�, i 50 ._ - 1_- I©2 " f I i TYPE P-8 MH i W W ----' i - -- -EASEMENTS �-- ---- -I I- ------ --- I ! --------- _------------ ----------- --' I TOP 78.0 �n cn STA. 411+13.85 _C �t - -I _ - INV. 72.40 { 3 I ------ ---------- - ) --- ------ ---------------------------------- 'i r i 45' DRAINAGE AND S86 ---- -- ---1------------- - -� --- - -- ---- ------ - - -- ---- - - -- -- - - I UTILI T Y EASEMENT f ' jr ��- 'i f _ STA. 404+27.32, CL " va -cc 408 SAN. MH. - - - - p _ �j 023 i - _f__-- .� y t _ _ -- _ fir.• rrF/�, r F .l 19 i.- I - -- --------- -- ----------- - --------------..-- , -- 58 � - ( / ---- -- 35'' 15" RCP - ,1 3-5_'-15" RCP @0.291 @0.571, ---------- - _ I'` I 4l` /- - - - - - - - -- - - - - -------------- -- -- _ .r ---- ,�`----------- ----- - ===�_ r-- - - - __ I 9' 47 I I 48 35 R------r 1 / I I' I I 45 li I 46 _ I I I I D22 1 r 10' WIDE, Tti (TYP) I i 35'R I I i 43 i I 44 `i. i } I ,I. i i '` tt 1 1 6" THlCK ---- 1 I (TYP) 42 I I` 7 I I I CONCRETE - .- -I 50'-24" RCP @1.12X See Sheet 8 DRIVEWAY INV.65.72 - - - - - - 020E s36'-6" PVC REUSE MAIN ' 304'-8" PVC @O.321 for continuation STA. 405+88.99 (PHASE 2, AS -BOIL T) 6"x6" TEE t t TYPE P-1 /NLET 1-6 GATE VAL VE 3-6" GATE VAL VES „ 59 t j �'' L - - - TOP 87.43 FRCP @0 73% 024 547'-6" PVC WATER MAIN INV. 81.56 i� 301'-6" PVC REUSE MAIN D20C E! STA. 385+88.2, 176.9' L T t 41 SIDEWALK (TYP.) 371'-811 PVC @O.32/. 255'-18" RCP @0.29% 47'-24"x38" FRCP @0.21% OUTFACE STRUCTURE 1 (PHASE 2, AS -BOIL T) STA. 408+58.99 D23A SEE SHEET 11 tt TYPE P-1 INLET ---- 1`.. 65'-8" PVC @O.321 TOP 80 76 STA. 385+94.9, 64.2 ' L T fr I t 4'SIDEWALK (TYP.)-T--,,,, I I f 60 STD. FIRE HYDRANT - W/GATE VAL VE ASSY. I 20'-6" DIP WATER MAIN I SEE PAVER DETAIL ON SHEET LH2.2 (TYP) c---------- (0 o a a) ai -C ._+-- --- - U) c a) U (D RL EXISTING WATER LINE_-� TO BE REMO'17E`D SEE PAVER DETAIL -I ON SHEET LH2.2 (TYP) 1 ` INV.76.69 ---- t I 41 1 I 1 f3 SEE PAVER DETAIL ON SHEET LH2.2 (TYP) 1 34E I 3 co rr5 - U) o ------ O A t ---- P.I. EQUATION See Sheet 9 STA. 401 +70.09 Street A= for continuation STA. 346+19.13 Westvn Bav Boulevard Street A TYPE MES 4 r 1 INV. 75.0 240'-2" PVC WATER MAIN 236'-12" PVC @0.241 43'-30" RCP @0.2 STA. 384+18.6, 291.5' L T TYPE MES 4 r 1 INV. 68.5 - 95'-30" RCP @0.211 -D26 STA. 385+26.62, 244.3' L T TYPE P-8 MH TOP 76.5 INV. 72.2 INV. 68.7 S101 S / A. 385+54. J4, 229. 34' L T SAN. MH. (PHASE 2) FENCING AROUND LIFT STATION, INCLUDING POSTS AND RAILS, TO BE PAINTED BLACK. THE ENTIRE LIFT STATION FENCE (EXCEPT ACCESS GATES) WIL L BE SCREENED WITH 5 GAL. VIBURNUM ODORATISSIMUM, PLANTED 36" 0. C.. 37-12" PVC @0.241 EXISTING LIFT STATION 16-INCH CORE ENTRY WITH BOOT FOR 12-INCH PVC. RESTORE TO ORIGINAL CONDITION. EXISTING SANITARY TO BE REMOVED EXISTING 2" WATER LINE TO BE REMOVED GENERAL LEGEND Existing Contour --�-- Proposed Sewer with Manhole ------- Proposed Right -of -Way �-- Proposed Storm with Inlet Proposed Water System Proposed Reclaim Water • HP98.46 Proposed Spot Elevation Miami Curb & Gutter I Ir�A Proposed Sidewalk (Developer) Concrete Pavers (See Sheet LH 2.1) - - Phase Line NOTE: ALL FENCING AROUND LIFT STATION, INCLUDING POSTS AND RAILS TO BE PAINTED BLACK. THE ENTIRE LIFT STATION FENCE ENCLOSURE, EXCEPT FOR ACCESS GATES, WILL BE SCREENED 1A11TL1 C!UDI IQC_'' . ...... ............... S98 II TOP 89.22� S85 S86 rn o 100, V.C. =1 i� TOP 91.86 TOP 89.80 • T - -� -LO o D20A D20 95 --- + rn o O (0 TOP 8743 TOP 80.76 !L J Lv N Cq 00 000 ,J + a W �-) 0.83% o o � w - 022F Ui _ _ 0 100, V.C. S97 S101 90 + LO-- TOP 79.9 S 100 E TOP 77.5 12" PVC 6" PVC RUSE MAIN �, � ,- WA ER MAIN 6" MIN. 2.67, CCo I \ W o m D21 D26 6" DIP WAT MAIN o o TOP 817.08 D23 85 „ rn r+ Co W \ INV. 85.00 INV. 84 79 2• + 67y \ w o 00 o + °' D25 8� 15 RCP 18" RCP -� .32% INV.81.46 lNV.81.88 _ _- _ _ _ - '_ 24 "x 38" FRCP 15" RCP 18" RCP 24 „ 75 INV. 85.26 INV. 76.74--,----'0 --------- RCP 18" MIN. MIN, INV. 76.49 INV. 75.25 30" RCP 30" RCP INV. 75.20 8" DIP WATER MAIN 70 I INV. 75.10 INV. 72.40 30" RCP 8' P C 6" PVC WATER -MAIN- MAIN INV. 71.65 INV. 72.20 " PVC REUSE MAIN °) INV. 69.19 IN V. 68 70 INV 69.29 12" PVC (PHASE 2) 65 INV. 68.00 INV. 66.79 J NV. 66.46 NV. 65. 91 INV. 65.8 NOTE: USE RECORD PLAT FOR ALL CONSTRUCTION LAYOUT WORK. REFER TO GEOTECH-NICAL REPORTS BY UNIVERSAL ENGINEERING SERVICES (PHONE: 407-423-0504) SURVEYING, WETLAND, 100YR FLOOD LINE, AND BOUNDARY DATA BASED ON INFORMATION PROVIDED BY SEARS SURVEYING COMPANY, INC. (PHONE: 407-897-6220) SEE LANDSCAPE PLANS FOR PAVER DETAIL N - - FIELD: Z - - CADD BY: JCS GTC Engineering Corporation a -- 10-25-06 CLC REVISED LIFT STATION DRIVEWAY FROM ASPHALT TO CONCRETE CHECKED BY: CLC 10-20-04 JCS ADDED STRUCTURES D23A, D26, AND D27 Certificate ofAuthorization 98 South Semoran Blvd, Orlando, FL 32807 10-20-04 JCS REVISED STRUCTURES D23, D24, D25, AND S100 DESIGNED BY: JCS Number 6758 407-380-0402 HORIZ: 1 "= 50' Claude L. Cassagnol, P.E. DATE BY DESCRIPTION SCALE: VERT: 1"= 5' P.E. Number 35490 City of Ocoee DATE 6 -24-03 STREET A WESTYN BAY PHASE 4 & 5 JOB NUMBER HBL-10 WE Florida ( g a. v 7t LO CC 3 2 7 2005 co o LO SHEET 10 of 14 0 HBL10PR0F4.DGN TYPICAL 50' ROADWAY SECTION I 50' I 4�' 7�' 12' _ 12' 7' 1 4' I T 2' 2' -1 f 2% 2% ( ( 2% R/W LINE ' 2/ I I 2% 1 2% CONCRETE SIDEWALK MIAMI CURB 6" STABILIZED SUBGRADE -MINIMUM IV4" A.CS.C.TYPE S - 6" LIMEROCK BASE (8" ALONG WESTYN BAY BLVD) 12"COMPACTED SUBGRADE COMPACTED TO 957. MAX.DENSITY AASHTO,T-180,75 PSI FBV TYPICAL 50' ROADWA Y SECTION STA. 380+00 TO 384+00 50, R/W LINE NATURAL ---I GROUND MINIMUM 1V4" A.CS.C.TYPE S 8" LIMEROCK BASE - 12"COMPACTED SUBGRADE COMPACTED TO 951 MAX. DENSITY AASHTO, T-180, 75 PSI FBV 50' ROADWAY SECTION WITH 8' PARKING LANE (WESTYN BAY BLVD. STA. 346+90.60 TO STA. 353+34.96) R/W LINE CONCRETE SIDEWALK MIAMI CURB 6" STABILIZED SUBGRADE MIN/MUM IV, A.CS.C.TYPE S -� 8" LIMEROCK BASE - 12 COMPACTED SUBGRADE COMPACTED TO 95% MAX. DENSITY AASHTO, T-I80, 75 PSI FBV WHEELCHAIR RAMP PLAN VIEW CONC. SIDEWALK WIDTH VARIES SECTION VIEW t TION 4" CONC. SIDEWALK " EXP. JOINT 2&.-f SLOPE CANNOT D; • D V' D O'• D D. ,o v 6" RAMP FLOOR AND & SIDES CURB & GUTTER (REMOVE & REPLACE) EXP. JOINT NOTES 1. ENTIRE EXISTING CURBING SHALL BE REMOVED & REPLACED. 2. LOW CURB & TRANSITION MAY BE FORMED AT THE TIME OF CURB CONSTRUCTION. J. CONSTRUCT WITH CLASS A (3000 PSI) CONCRETE. �- CONCRETE SIDEWALK FLUSH CURB MIAMI CURB MITERED END SECTION SPLASH PAD DETAIL PLAN 5'-0" N II II II II o I I I II I I 11 N I I I I I I l l A A I I I I I I I I W I II I I 1 1 Z W I I I I I i I I I I L I I I I I I I I N II II *4 DOWELS 12" LG. C 1211 O.C. (SEE CONNECTION DETAIL BELOW) SECTION A A *3 a 12" 0. C. E. W. �o fn 61'I 8" 2-*5 CONT. � J 4' 6' 2' 2' 4' � R/W LINE 2% 2% OUTFALL STRUCTURE DI 1A POND G 1 Modified FDOT Type D Inlet 849 I I 1 i I I� I I Ei I 81.0 24" RCP i II 76.2 UNDERDRAIN DETAIL POND; BOTTOM X THICK GRAVEL ENVELOPE 24 MlN : ONSITE TYI?E 'A' SOILS WRAPPED WITH FILTER FABRIC : SOCK 6" FULLY PERFORATED PIPE WRAPPED )WITH FILTER 6"MIN. 6" MIN. FABRIC SOCK 0 3" STD. MIN. 3„ MIN. OUTFALL STRUCTURE D38 POND H4 19 "x 30" ERCP Modified 3711 FDOT Type D Inlet „ I 3011 I �s I i Fiberglass 6----------- Skimmer T„ ,,Plate-49" ►{ -_ B 4 "X4 " B. T. W. 6 POST (TYP.) D 71.0 OUTF Modified FOOT Type D Inlet 75*ERCP111 s TOP OF SKIMMER 75.0 OP OF STRUCTURE 75.0 19 'x 30" 4 "(H)x 36 "(W) WEIR 73. 0 ORIFICE 72.0 O T TOM OF SKIMMER 71.5 72.0 BOTTOM OF STRUCTURE 69.0 GROUT- " ORIFICE W/CAP, RILL 3.5" D/A. ORIFICE ALL STRUCTURES D45 POND H3 CONNECTION DETAIL MITERED END SECTION CONC. SPLASH PAD 8" NORMAL FOO TER SLOPE SPLASH PAD TO MATCH SLOPE OF RETENTION POND *4 DOWELS 12" LG. @ 1211 0. C. *3 12" 0. C. E. W. 8" 8" *4 CONT. *5 CONT. 2411 RCP Tj 7" I � I I 4911 I I TOP OF STRUCTURE 84.0 3"(H)x 3"(W) WEIR 82.3 I 1 I I 1 I I I I I BOTTOM OF STRUCTURE 76.2 15" RCP 6" PVC 37" I I I I I I I 4911 TOP OF STRUCTURE 75.7 I z I I I I I I I I - C -INVERT OF 6" PVC 71.37 -'--BOTTOM OF STRUCTURE 70.0 s z , -- j - - l 10-20-04 JCS ADDED STRUCTURES D11A, D24, D45, D47 10-20-04 JCS REVISED STRUCTURES D33 ANO D38 DATE BY l DESCRIPTION OUTFALL STRUCTURE D33 POND G2 FASTEN SKIMMER PLATE TO 24" RCP BACK OF STRUCTURE MIAMI CURB DETAIL 12" 12" 12" 12" 12" Y2 „R PAVEMENT D D D !. • D !. T�,-b • � p •. BASE STABILIZED, �o , SUBGRADE • ' ' 6" PVC Modified t::] 3711 : COMPACTED .': '•' us ::: ' :: SUBBASE '.• . : •' ...::.' •. •• :.' :. FDOT Type D Inlet 11 ]JO, 6-----------A Fiberglass I I SIDEWALK DETAIL 30+, Skimmer 1 49" �--� Plate 79.0 i j _� TOP OF SK/MMER 81.0 41 4; ' ' TOP OF STRUCTURE 81.0 I ; f' ORIFICE INVERT 78.0 % "IFT 24" RCP I_ 12" MIN. '.I�..i.' BOTTOM OF SKIMMER 7Z5 BOTTOM OF STRUCTURE 76.0 NOTE: 1. USE 6" THICKNESS AT DRIVEWAY ENTRANCE TO POND. 76.0 - 4 "X4 " B. T. W. POST (TYP.) 6" PVC 2. SIDEWALKS SHALL BE DESIGNED TO BE FLORIDA ACCESSIBILITY 6" ORIFICE WITH CAP. 2" HOLE DRILLED IN CODE COMPLIANT, INCLUDING HAND/CAPED RAMPS AT ALL CAP. INTERSECTIONS. 7ZO J. DISTANCE BETWEEN EXPANSION JOINTS: 20'MAX. 4. GROOVES TO BE CUT EVERY 4' Propody construcled borricado prolecle Iha Iola) ores within Ilia dt•Ip litre or a rodlub of 2d whlchover N lees. USE ORANGE PLASTIC CONSTRUCTION FENCING FOR BARRICADE or liew �"- Dry *all around tree petinils air and water ci clreulallo, TI oe oci grourrd uro sloped to rlroln uwoy from trunk acid. off teals (arrow). Vortical boll Was (A) aro connocled with drain io ppntltdt additional uir circulailaa: ono at Ilia oxhotno Ilplit Is gold otocl by looso slonos. Orlpuiat Qrado Tide drawlnQ shows a Qrid paflom of tllos Dry relohdnq for drolnlnp o slrund of it000, wail aW Vaa0 J t,A tail) � vans t car. U1tAll, TILr DRA911 TILC ��.A..r 1..•�� UERTiCnL U11ntM D/tnld TILPr----_��„_ OUTFALL STRUCTURES D47 POND H3 611 Modified FOOT Type D Inlet 75.0 I 49" TOP OF STRUCTURE 75.7 q I I I I I I I I I I I I I I I I I I 15" RCP I I i - INVERT OF 6" PVC 71.27 -L)I-J INVERT OF --'--BOTTOM OF STRUCTURE 70.0 70.0 6" PVC 71.07 6" PVC FIELD: CADD BY- JCS GTC Engineering Corporation CHECKED BY: CLC Certificate of Authorization 98 South Semoran Blvd, Orlando, FL 32807 DESIGNED BY. JCS/CLC Number 6758 407-380-0402 NONE Claude L. Cassagnol, P.E. SCALE: P.E. Number 35490 T MIMUro of lioai Inoss or leaf mold and soli TECTION DETAILS OUTFALL STRUCTURE D24 POND H2 Modified FDOT Type D Inlet City of Ocoee PAVI N DATE 6 -24 -03 0" RCP 3711 I I I I I I TOP OF STRUCTURE 78.5 I �-6'(H)x 40"(W) WEIR 78.0 I I 1 I I I L -BOTTOM OF STRUCTURE 72.5 Florida �N D DRAINAGE DETAILS Westyn Bay Phases 4& 5 C C T 2 7 2005 JOB NUMBER HBL-10 SHEET 11 of 14 HBL10PDD.dgn I' '1 i i J _ - - __ - -. - i' ! ! ! I JI f rr riry -- • � ; -/ 1.12% -�'' 10 LE 1"16% MW a I o ...o , o o �•. I; I __ -- ——. —_— -- 1. SITE DESCRIPTION: (1) NATURE OF CONSTRUCTION ACTIVITY THE CONSTRUCTION OF THE WESTYN BAY PHASES 4 & 5 SITE. (2) SEQUENCE OF MAJOR SOIL DISTURBING ACTIVITIES: THE CONTRACTOR SHALL BE REQUIRED TO PREPARE A SITE SPECIFIC EROSION CONTROL PLAN ALONG WITH A DETAILED CONSTRUCTION SCHEDULE TO INDICATE DATES OF MAJOR GRADING ACTIVITIES AND DETERMINE SEQUENCES OF TEMPORARY AND PERMANENT SOIL DISTURBING ACTIVITIES ON ALL PORTIONS OF THE PROJECT. (3) GENERAL NOTES: (a) ALL EROSION CONTROL DEVICES FOR EACH PHASE OF WORK ARE TO BE INSTALLED PRIOR TO BEGINNING WORK ON THAT PHASE. (b) INSTALL SILT FENCE WHERE LISTED IN THE CONTRACTOR'S APPROVED EROSION CONTROL PLAN FOR PERIMETER CONTROLS BEFORE THE LAND IS DISTURBED. (c) PROVIDE HAY BALES WHERE LISTED IN THE CONTRACTOR'S APPROVED EROSION CONTROL PLAN FOR DITCHBLOCKS DURING CONSTRUCTION. (d) PROVIDE ROCK BAGS AT INLET OPENINGS. (e) COVER OR STABILIZE DISTURBED AREAS AS SOON AS POSSIBLE. (f) DO NOT DISTURB AN AREA UNTIL IT IS NECESSARY FOR CONSTRUCTION TO PROCEED. (g) TIME CONSTRUCTION ACTIVITIES TO LIMIT IMPACT FROM SEASONAL CLIMATE CHANGES OR WEATHER EVENTS. (h) DO NOT REMOVE PERIMETER CONTROLS UNTIL AFTER ALL UPSTREAM AREAS ARE FULLY STABILIZED AND PERMANENT GRASSING IS ESTABLISHED. (4) SITE DATA: (a) 31.28 ACRES TOTAL / 31.28 ACRES TO BE DISTURBED (b) SOILS ON THE SITE CONSIST MOSTLY OF IMMOKALEE FINE SANDS, POMELLO FINE SANDS, AND ARCHBOLD FINE SANDS, CLASSIFIED AS TYPE B/D, TYPE C, AND TYPE A RESPECTIVELY, BY THE U.S. SOIL CONSERVATION SERVICE. (c) LOCATED IN SECTION 31, TOWNSHIP 21, RANGE 28E (d) FOR DRAINAGE PATTERNS SEE SHEETS 4 AND 5 - GRADING PLANS (e) FOR SLOPES AFTER GRADING ACTIVITIES SEE SHEETS 6-10 - PLAN AND PROFILE (f) POND OUTFALL STRUCTURES: 1= LATITUDE 28° 36' 47'N / LONGITUDE 81° 33' 07"W G= LATITUDE 28° 36' 41'N / LONGITUDE 81° 33' 05'W H= LATITUDE 28° 36' 46'N / LONGITUDE 81° 3305"W 11. CONTROLS - EROSION AND SEDIMENT CONTROLS (1) STABILIZATION PRACTICES STABILIZATION MEASURES, SUCH AS SODDING OR SEEDING OF SIDE SLOPES SHALL BE INITIATED AS SOON AS PRACTICABLE IN PORTIONS OF THE SITE WHERE CONSTRUCTION ACTIVITIES HAVE TEMPORARILY OR PERMANENTLY CEASED, BUT IN NO CASE SHALL THE TIME BE GREATER THAN 14 DAYS AFTER THE CONSTRUCTION ACTIVITY TEMPORARILY OR PERMANENTLY CEASES. (2) STRUCTURAL PRACTICES INCLUDE: (a) SILT FENCES (b) HAY BALES (c) ROCK BAGS (d) SOIL TRACKING PREVENTION DEVICES AT CONSTRUCTION ENTRANCES/EXITS (e) FLOATING TURBIDITY BARRIER (3) SILT FENCE LOCATIONS: rl l (a) SILT FENCE SHALL BE USED ALONG THE LENGTH OF THE PROJECT WHERE THE EXISTING GROUND SLOPES AWAY FROM THE RIGHT OF WAY OR WHERE THERE IS POTENTIAL FOR SEDIMENT f TO BE DIRECTED OFFSITE. _ - (b) STOCKPILE AREAS SHALL INCLUDE SILT FENCE AROUND THE PERIMETER. '-r (c) SILT FENCE SHALL BE USED AROUND ROADWAY INLETS (UNTIL INFRASTRUCTURE CONSTRUCTION IS COMPLETE) AND DITCH BOTTOM INLETS - - !r (4) HAY BALE LOCATIONS: GENERALLY, HAY BALES SHALL BE INSTALLED AT ROADWAY INLET LOCATIONS, DITCH BOTTOM INLET LOCATIONS, AND AS DITCH BLOCKS TO AVOID DOWNSTREAM SILTATION. i (5) ROCK BAG LOCATIONS: f r GENERALLY, ROCK BAGS SHALL BE INSTALLED FOR THE PURPOSE OF CONTROLLING SILTATION AT ROADWAY INLETS WHERE ONE CAN NOT DRIVE A STAKE. t (6) CONSTRUCTION ENTRANCES/EXITS: J ' SOIL TRACKING PREVENTION DEVICES (INDEX 106) SHALL BE PROVIDED FOR BOTH ON -SITE AND OFF -SITE LOCATIONS OF STOCKPILED OR EXCAVATED MATERIAL, INCLUDING POND ' SITES. IF IMMEDIATELY ADJACENT TO A PUBLIC ROADWAY. THE ENGINEER SHALL BE RESPONSIBLE FOR MODIFYING THE SYSTEM OR PROCEDURES AS NEEDED ` - (7) FLOATING TURBIDITY BARRIER LOCATION: (a) FLOATING TURBIDITY BARRIER ARE TO USED AT THE OUTFALL LOCATIONS OF STRUCTURES OUTFALLING INTO THE POND. J r f (b) ALL EROSION CONTROL DEVICES SHALL BE INSTALLED ACCORDING TO THE CONTRACT DOCUMENTS. (c) ALL TEMPORARY MATERIAL USED FOR POLLUTION OF EROSION CONTROL DURING CONSTRUCTION SHALL BE REMOVED AT THE COMPLETION OF THE PROJECT AND FINAL STABILIZATION OF / THE SOILS HAVE BEEN ACHIEVED. FL OA TING TURB/DI T Y BARRIER 1 / / t FIELD: co z CADD BY: JCS 0 C13 CHECKED BY: w DESIGNED BY: GTC I' DATE BY 11 DESCRIPTION SCALE: 1"=100' III. OTHER CONTROLS: (1) WASTE DISPOSAL (a) THE CONTRACTOR WILL PROVIDE LITTER CONTROL AND COLLECTION WITHIN THE PROJECT BOUNDARIES DURING CONSTRUCTION ACTIVITIES. (b) ALL FERTILIZER AND CHEMICAL CONTAINERS SHALL BE DISPOSED OF BY THE CONTRACTOR ACCORDING TO EPA'S STANDARD PRACTICES AS DETAILED BY THE MANUFACTURER. (c) NO SOLID MATERIALS, INCLUDING BUILDING AND CONSTRUCTION MATERIALS, SHALL BE DISCHARGED TO WETLANDS OR BURIED ON SITE. (d) ALL SANITARY WASTE WILL BE COLLECTED FROM PORTABLE UNITS BY A LICENSED SANITARY WASTE MANAGEMENT CONTRACTOR AS REQUIRED BY STATE REGULATIONS. (2) OFF SITE VEHICLE TRACKING - WILL BE CONTROLLED BY THE FOLLOWING METHODS: (A) LOADED HAUL TRUCKS ARE TO BE COVERED BY A TARPAULIN AT ALL TIMES (B) EXCESS DIRT ON ROAD WILL BE REMOVED DAILY (3) APPLICATION OF FERTILIZERS AND PESTICIDES FERTILIZERS AND PESTICIDES WILL BE USED ON THIS PROJECT IN ACCORDANCE WITH "FDOT STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION', SECTIONS 570, 575, OR 577, AT THE DISCRETION OF THE CONTRACTOR WITH THE COORDINATION OF THE PROJECT ENGINEER. IV. MAINTENANCE (1) THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTENANCE AND REPAIRS OF EROSION AND SEDIMENT CONTROL DEVICES, AND REMOVAL OF EROSION AND SEDIMENT CONTROL DEVICES WHEN NOTICE OF TERMINATION IS MAILED. (2) INSTALLATION, MAINTENANCE, REPAIR AND REMOVAL REQUIRED FOR THE CONTROL AND ABATEMENT OF EROSION AND WATER POLLUTION SHALL BE INCLUDED IN THE INDIVIDUAL COSTS OF THE EROSION CONTROL DEVICES OR THE LUMP SUM COST OF THE PROJECT. (3) THE FOLLOWING PRACTICES WILL BE USED TO MAINTAIN EROSION AND SEDIMENT CONTROLS: GENERAL - ALL CONTROL MEASURES WILL BE MAINTAINED DAILY BY THE CONTRACTOR. ALL MEASURES WILL BE MAINTAINED IN GOOD WORKING ORDER. IF A REPAIR IS NECESSARY, ]TWILL BE INITIATED WITHIN 24 HOURS OF NOTICE. (4) STRUCTURAL PRACTICES - BUILD UP SEDIMENT WILL BE REMOVED FROM SILT FENCE WHEN IT HAS REACHED ONE QUARTER OF THE HEIGHT OF THE FENCE. SODDING WILL BE INSPECTED FOR BARE SPOTS, WASHOUTS, AND HEALTHY GROWTH. HAY BALES SHALL BE REPLACED EVERY THREE (3) MONTHS OR WHEN THEY HAVE SERVED THEIR USEFULNESS SO AS NOT TO BLOCK OR IMPEDE STORM WATER FLOW OR DRAINAGE. SILT FENCES SHALL BE REPLACED EVERY TWELVE (12) MONTHS OR WHEN IT HAS SERVED ITS USEFULNESS SO AS NOT TO BLOCK OR IMPEDE STORMWATER FLOW OR DRAINAGE. STABILIZED CONSTRUCTION ENTRANCES SHALL BE MAINTAINED TO PREVENT CLOGGING OF ROCK BEDDING WHICH MAY IMPEDE THE USEFULLNESS OF THE STRUCTURE. V. INSPECTION: (1) THE CONTRACTOR SHALL INSTALL AND MAINTAIN RAIN GAUGES ON THE PROJECT SITE AND RECORD WEEKLY RAINFALL IN ACCORDANCE WITH NPDES PERMIT. ALL CONTROL MEASURES WILL BE MAINTAINED DAILY BY THE CONTRACTOR. (2) ALL EROSION AND WATER POLLUTION ABATEMENT AND CONTROL MEASURES WILL BE INSPECTED DAILY BY CONTRACTOR'S PERSONNEL WHO ARE F.D.E.P. CERTIFIED STORMWATER MANAGEMENT INSPECTORS. (3) THE CONTRACTOR SHALL COMPLETE ALL SWPPP INSPECTION REPORT FORMS REQUIRED FOR THE NPDES PERMIT. VI. TRACKING AND REPORTING: (1) THE CONTRACTOR SHALL SUBMIT A WEEKLY REPORT TO THE CITY DOCUMENTING THE DAILY INSPECTIONS AND MAINTENANCE OR REPAIRS TO THE SEDIMENT CONTROL DEVICES. THE CONTRACTOR SHALL MAINTAIN ALL REQUIRED REPORTS AND COMPLETE ALL SWPPP INSPECTION FORMS. (2) PREPARATION OF ALL THE CONTRACTOR'S REPORTS OF INSPECTION, MAINTENANCE AND REPAIRS REQUIRED FOR THE CONTROL AND ABATEMENT OF EROSION AND WATER POLLUTION, SHALL BE INCLUDED IN THE INDIVIDUAL COSTS OF THE EROSION CONTROL DEVISES OR LUMP SUM COST OF THE PROJECT. (3) THE CONTRACTOR SHALL USE THE CONSTRUCTION INSPECTION REPORT(# 650-040.03), DATED 2/01, FOR DAILY INSPECTIONS. Wetland and/or Optional Post Positions Property Line 20,` / o Principle Post Position Canted 20° toward flow > Filter Fabric • awl- Silt Flow Type /// Silt Fence (FDOT Index No. 102) GTC Engineering Corporation Certificate of Authorization 98 South Semoran Blvd, Orlando, FL 32807 Number 6758 407-380-0402 Claude L. Cassagnol, P.E. P.E. Number 35490 GENERAL LEGEND — — — Silt Fence — 400- — Floating Turbidity Barrier Inlet with Pipe City of Orlando Florida STORMWATER POLLUTION PREVENTION PLAN (SWPPP) Westyn Bay Phases 4 & 5 DATE 04-11-05 JOB NUMBER HBL-10 SHEET 14a of 14a ti I 4 5 6 'm 15 16 17 18 qii��JI i1 � M., I z� v link ' ARESID "NTIAL G TEWAY WEST E TRY PHA E 3 PH A S 5 ... .............. ..... __ 59 58 57 56 ' 55 54 53 F521� FA 0 Z� 49 M • ,/ , � " 2Z <! N� tr > , AIX -77. X (Tt ; � yjt 15, D 5 h 5k V, Mill f ( �.... • � t i , ., Z Wd ( P O I Ut A: RESIDENTIAL GATEWAY —"WEST ENTRY 11 GENERAL N OTES41 FOR LAYOUT & CONSTRUCTION: NOTE: AUTOCADD DRAWING FILE AVAILABLE UPON REQUEST TO SURVEYOR FOR DETAILED SITE LAYOUT 1. All base information provided by Owner. Contractor shall field verify all information prior to beginning work. 2. Contractor shall notify all pertinent utility companies 48 hours minimum prior to digging for verification of all underground utilities. Plans are prepared according to the best information available at the time of preparing these documents. 3. The contractor shall become completely familiar with existing site conditions prior to beginning installation. All existing site improvements, paving, landscape, lighting, and other site elements to remain shall be protected from damage unless otherwise noted. 4. Unless otherwise noted, the limits of construction are the clearing limits noted on the plans. 5. The contractor shall report any discrepancies between the construction drawings and actual field conditions to the Owner's representative immediately. 6. The contractor shall coordinate all work with related contractors and with the general construction of the project in order to not impede the progress of work of others or the contractor's own work. 7. Contractor shall layout all construction lines and verify layout with the Owner's representative prior to beginning any construction work. 8. All dimensions are to edge of pavement, face of wall, or face of curb unless otherwise noted. 9. Radii of curbs are estimated from survey or base data. The contractor shall make all modifications necessary to assure existing and new curbs meet flush, even, and smoothly. 10. Report all existing damage of existing site features and elements to the Owner prior to beginning work. Contractor shall be responsible for all subsequent damage. 11. Contractor shall protect, by whatever means necessary, the existing site features and elements to remain. All damaged items shall be replaced or repaired at no additional cost to the Owner. Notify Owner immediately if any damages occur. 12. Contractor shall provide all necessary safety measures that may be required during the construction process to protect the public and Owner at all times as per all applicable codes and recognized local practices. 13. Contractor shall coordinate access and staging area with the Owner. 14. All concrete shall be natural gray concrete color unless otherwise noted. 15. See pavement details for all concrete expansion and control/contraction joint details. 16. Coordinate all electrical work with the electrical contractor and electrical plans/details typical. 17. Design and "as —built" drawings are available for review by appointment with the Owner. 18. Contractor shall provide smooth/flush conditions where new paving or concrete is adjacent to existing paving or existing concrete to remain. 19. Contractor shall protect all existing plant materials indicated on the plans to remain. All plant material indicated to remain ' damaged by the contractor shall be replaced by the contractor at no additional cost to the Owner with same size, quality, and type of plant material. 20. Contractor shall be responsible for all erosion control and protection measures as may be required by locally approved means Contractor shall follow all local governing codes and requirements. 21. Contractor shall clean the work ar1eas at the end of each working day. Construction rubbish and debris shall be collected Cd deposited off —site daily. All materials and equipment stored on —site shall be ke�t in an organized manner daily. 22. Contractor shall refer to the layout/hordscape plan(s) and details for further and complete instructions. B: RESIDENTIAL GATEWAY — EAST ENTRY HARDSCAPE SCHEDULE (KEYED WITH "CIRCLES" ON PLAN KEY: DESCRIPTION: A 24 WIDE, TYPE F, CONCRETE CURB & GUTTER, NATURAL GRAY COLOR i tDETAILS) B ASPHALT ROADWAY PAVING SEE CIVIL DETAILS C IROADWAY CONCRETE UNIT PAVERS ON 1" SAND SETTING BED. PAVERS BY TARMAC, PH.: 800.226.9117 D 12" CONCRETE BAND, SAW CUTS 24 O.C., NATURAL GRAY COLOR, SPONGE FINISH E PLANTING AREAS F NATURAL GRAY COLOR, FINISH TO MAICH ADJACENT SUBDIVSION WALKWAYS SEES CIVIL PLANS). SEE HARDSCAPE PLANS FOR WALK WIDTHS WALLSZSITE STRUCTURES (KEYED WITH "SQUARES" ON PLANS) KEY: DESCRIPTION: A-1 PLANTERWALL A-2 3' COLUMN WITH PRECAST CAP AND FINIAL A-3 ARCH FEATURE AT RESIDENTIAL SIGN WALL A-4 RESIDENTIAL GATEWAY SIGN WALL O r-- 0 st •^ � O Z121 W O a v> 11 W a cc 0 0 0 � CL 0 a d ® in o U- �) 4) 4)0 M cc ce.o.0 m � m � m J Q Q Z Z� a l- 0O U Q o� J J J � J J C a N a m cC N v CD N 0 c .- (D :3v N N J &pO p 0 o to �o Names -1— m 'O 3 taJ C U • J N C (D O�= '-_ 3 \M O O Ceti per., \N Q—I U�tO L_ mN N W 0 Z 0 t+l = A =�ao:2 L fu U E t V- „ W . ?� U V/ • C 0�1 M J ¢� N i IL IB O`` 5 C t : " 3 R: m=oE rr� a. �0 ®� E = N W N Z O M 0 On NR M n c2 n O S� 0 z M� o W U in Z W °� U I-- C� 9,—nn ')A!—n" ,)I 16'-5" 5'-2" 6'-4" 5-9" C&G ROADWAY C&G 5'-9" 6'-4" 4'-11" 16'-5" 3'-4" Cl FTN \ 1 -0n 1'-6" 5'-0" \ C-3��c. 4'-10" / I 5) \ 4!-0" WALK COLUMN T GATE/ARCHWAY, TYP. 4' CONCRETE SIDEWALK ti 6' HT. WALL gL \ I � E 3' SQ. C�LUMN AT SIGNWALL, N TYP. 9 1'-6" HT PLANTER \ SIGNWAL111 Is S NOTES: LI 1. SEE CIVIL DWG'S FOR SIGNAGE EASEMENT LOCATIONS 2. WALL DIMENSIONS ARE TYPICAL 3. DIMENSIONS FOR COLUMN LAYOUT �• — — TAKEN FROM BACK OF CURB I SIGN WALL & ARCH AT RESIDENTIAL GATEWAY SCALE: 1 /4" = 1'-0" 'I t) NOTE: EIFS WALL/COLUMN CAP/FINIAL MAY BE DECORATIVE EIFS WALL PLAQUE (SEE USED. AVAIL. THRU TREADWAY DETAIL). LT. SAND FINISH, COLOR SIMILAR ( R.O.W. R.O.W. INDUSTRIES, PH. 352.326.3313 OR TO HADDONSTONE "BATH 02". CONTRACTOR CASTLESTONE, PH.: 407.228.6146. TO SUBMIT SAMPLE FOR APPROVAL PRIOR TO CONTRACTOR TO SUBMIT SAMPLES FOR FABRICATION NOTE: APPROVAL PRIOR TO FABRICATION. I FIELD OF PRECAST CONC. WALL 11LE 1. MIRROR SIGNWALL AND ARCH ALONG ROAD CENTERLINE FOR OPPOSITE I 2. EXPANDED ELEVATION, SOME ELEMENTS EIFS CAP AT SIGN AND PLANTER (3/4"X12"X12"), BAKING SODA FINISH, OF WALL MAY BE DISTORTED. WALLS SIMILAR TO ITEM #T150 COLOR FRECHSTONE, BY D.C. KERCKHOFF, 9,-10„ 3. SEE STRUCTURAL DRAWINGS FOR FOOTING AND REINFORCING INFORMATION BY HADDONSTONE, PH.: CO. (941.597.7218) (SIGN TEXT BY OTHERS) 407.629.6100. SMOOTH/SAND FINISH, COLOR —"BATH 02" 3' COLUMN WITH PRECAST CONC. CAP AND FINIAL (SEE DETAIL) CONC. BLOCK AND FRAME CONSTRUCTION T.O. ARCHWAY FEATURE OVER SIDEWALK, SEE DETAIL 2'-0" — _, 1� " ARCH COLUMN WITH STUCCO FINISH TO T.O. T 0 MATCH WALL co a N. .•y •`5 .. •' r. .r aco 00 co M 12'-6", TYP. a �3" EIFS SIGN MOULDING STUCCO WALL WITH WITH COLOR AND FINISH MEDITERRANIAN Ll- REVEAL W/ INSET OF 3'-0" TO MATCH WALL/COLUMN "KNOCK —DOWN" FINISH. PRECAST CONC. WALL TILES CAP (SEE DETAIL) COLOR TO BE SELECTED BY (3/4"X12"X12"), ROADSIDE OWNER OF COLUMNS ONLY. 16'-0" 2'-0" BAKING SODA FINISH, COLOR FRECHSTONE, BY 20'-0" D.C. KERCKHOFF, CO. (941.597.7218) (SIGN TEXT BY OTHERS) 8'-2" 4'-0" WALK 5-0" 25'-0" DIST., ROAD C.L. TO R.O.W., (50' TOTAL ROAD R.O.W.) 12'-0" LANE, (24' ROADWAY) ROADWAY CENTERLINE SIGN WALL & ARCH AT RESIDENTIAL GATEWAY— EXPANDED ELEVATION SCALE: i/a" _ 1. 0.. 12'-0" LANE, (24' ROADWAY) 4'-0" 5'-0" WALK 2' CURB & GUTTER, SEE CIVIL DWG'S 25'-0" DIST., ROAD C.L. TO R.O.W., (50' TOTAL ROAD R.O.W.) "W vs:. .'•• ; tS�1 �... ��. O � o `N N Z O W U W _J K a v� 0 ` .L� W a cr p W o I O PLAN C d E O. in O J a o c w od u- 0 a o V) � m v m m s N J J d J � J ., —! Q O rm- O N m ON to O � m tfi �•p � �^ +_ c c 00 O >QN O M (n �woM ! e5 D O = m � '�— U) 3w C m Y m O JN m fn c c o 3:: vim a-1 UN*0 ^^L,, 61 ib /W p V■'C uall N c � M C p E `� )••l� � !0 f0 .t+ X � C o03:— O W J �s N W � p ? • Cp`1>J L � N > 00 `=aP4su A' W C N O O O �} v E LJJ N O F— CR Q � O Pi�p Pioe� n O U cr of Z mg 0 T$cs ED Q M z N �5 I_ w U F_ 0 11 1. All base information provided by Owner. Contractor shall field verify all information prior to initiating planting installation. 2. Contractor shall notify all pertinent utility companies 48 hours minimum prior to digging for verification of all underground utilities. Plans are prepared according to the best information available at the time of preparing these documents. 3. The contractor shall become completely familiar with existing site conditions prior to beginning installation. All existing site improvements, paving, landscape, lighting, and other site elements to remain shall be protected from damage unless otherwise noted. 4. Unless otherwise noted, the limits of construction are the clearing limits noted on the plans. 5. The contractor shall report any discrepancies between the construction drawings and actual field conditions to the Owner's representative immediately. 6. The contractor shall coordinate all work with related contractors and with the general construction of the project in order to not impede the progress of work of others or the contractor's own work. 7. Contractor shall be responsible to remove all existing ground covers for all new planting beds by approved means prior to planting installation. Contractor shall be responsible to replace all portions of existing planting or lawn areas indicated to remain while completing new planting installation work with same kind of plants or grass to the satisfaction of the Owner at no additional cost. 8. The contractor shall bear all cost associated with soil testing and soil amendments as required as a result of the soil testing laboratory's recommendations. Prior to initiating installation the contractor shall provide soil test for at least two on -site locations. 9. All plant container sizes noted on the plant list are minimum. Increase size of containers if necessary to conform to the plant size and specifications. 10. All trees shall have six (6') clear trunks unless otherwise noted on the plant list. Any tree trunk with a "V" shaped crotch will be rejected. All tree caliper (Cal.) sizes noted on the plant list are minimum. Increase size if necessary to conform to specified plant size in the plant list. 11. Erosion control fabric shall be installed in all shrub and ground cover planting areas as per the details and/or specifications for all slopes that are greater than 3:1 (slopes 1' vertical for every 3' horizontal). See plans for locations where slopes are greater than 3:1. 12. Shrub and ground cover plantings are typically shown on the plans in mass planting beds. Plants shall be set in a triangular spacing pattern ( staggered spacing). Plant center to center dimensions (O.C.) are indicated in the plant list. 13. Landscape Contractor shall field adjust the location of plant material as necessary to avoid damage to existing trees and understory vegetation to remain, underground and above ground utilities and all other above ground elements. All changes required shall be coordinated with the Owner's Representative and the Landscape Architect prior to initiating any changes. 14. Any substitutions to plant material size or type must be approved by the Landscape Architect prior to installation. Landscape Contractor shall not make any substitutions or alterations to the landscape planting plans or plant list & materials without the prior approval of the Landscape Architect and Owner's Representative. Any Landscape Planting installed that does not conform to the plans, plant list and specifications shall be replaced immediately to the satisfaction of the Owner's Representative and Landscape Architect. 15. Contractor shall be responsible for hand watering as required to maintain and establish all planting (new, existing to be relocated, and existing plantings to remain while irrigation system is being installed or repaired) to supplement irrigation and rainfall. The irrigation system is designed to maintain the landscape plantings and not establish them. The contractor is responsible for hand watering in all planting areas, regardless of the status of existing or proposed irrigation systems. 16. Contractor shall clean the work areas at the end of each working day. Landscape rubbish and debris shall be collected and deposited off -site daily. All materials, products, and equipment stored on -site shall be kept in an organized manner daily. 17. Contractor shall re -grade all areas disturbed by plant removal, relocation, and/or from installation work. The contractor shall replace by equal size and quality any and all existing plant material disturbed or damaged by planting removal, relocation, and/or installation. 18. Existing trees or other plant material indicated on the plans to be relocated shall be handled, cared for, and maintained as new plantings. The contractor is responsible for any required root pruning, wrapping, tree spading or ball and burlapping, additional supplemental hand watering, irrigation misters installed at the tree canopy, or any other sound horticultural practice required to ensure the survival of all relocated plant material. 19. The Contractor shall refer to the landscape planting details, specifications, plant list and plans for further and complete planting installation instructions. 20. Landscape Contractor shall fully familiarize himself / herself with the project prior to bidding the work. 21. For site grading and contour information, existing vegetation to remain, buildings and other site feature locations and the location of all above and below ground utilities see the most current and up to date architectural, civil, electrical, structural and mechanical engineering drawings as provided by the Owner or Owner's Representative. Field locate all underground utilities, existing vegetation to remain and any other obstructions and coordinate with Owner's Representative prior to initiating any Landscape Planting or Irrigation installation work. Landscape Contractor shall be responsible for repairing or replacing any damage committed to existing or proposed elements above or below ground to its original condition and to the satisfaction of the Owner and Owner's Representative. 22. Landscape Contractor shall field stake the location of all plant material and edges of planting beds for the review and approval by the Landscape Architect prior to initiating any installation of the landscape plantings. 23. Landscape Contractor shall coordinate work with the Irrigation Contractor and all other trades as required. A: RESIDENTIAL GATEWAY - WEST ENTRY B: RESIDENTIAL GATEWAY - EAST ENTRY PLANT LIST: ABR. Botanical Name Common Name Size Root Ball\Container\Comments CANOPY TREES: MG-2 Magnolia grandiflora IBracken's Brown 12' hgt. x 6' spd. 65 Gal Cont. "Full/single straight trunk/2" Cal. DBH Min./Fully Branched" 'Bracken's Brown Beauty' Beauty Magnolia EVERGREEN / CYPRESS TREES: CS-1 Cupressus sempervirens Italian Cypress 6' hgt. x 18" spd. 15 Gal. Cont." "Full to ground/single straight trunk/1-1/2" Cal. Min." NOTE: 1. DBH-Diameter Breast Height (Note: All canopy trees to have min. 2" cal. at DBH or as indicated) 2. Not all plants listed on the Plant List have been used in the Landscape Plan. Plants are listed in the Plant List for reference only. Provide Unit Price for all listed plants on the Plant List whether used on plans or not. 3. All trees to be sand grown and are not to contain clay root balls, Typical." 4. All shrub & groundcover beds and tree pits to receive a 211" min. layer of Pine Straw mulch" NITS _III)II) ARE OR WOOD BRACE III=) TREE WD TYPE VARIES TO PLANT SCHEDULE 12" STAKE (3) REQ. EACH TREE TYP. ' 1ARIES TO PLANING DETAIL NG SET TREE PLUMB IN 120' PLANTING PIT NOTE: 1. CONTRACTOR SHALL PLAN ASSURE PERCOLA11ON OF 12� ALL PLANTING PITS PRIOR ' � 120° TO INSTAL! A11ON. 2. FINAL TREE STAKING DETAILS AND PLACEMENT TO _ BE APPROVED BY OWNER. PROTECT TREE TRUNK WITH BLACK RUBBER HOSE #10 GAUGE WIRE, WITH REFLECTIVE MARKER TAPE 3" MULCH LAYER AS SPECIFIED. SOIL BERM TO HOLD WATER THREE 2"X4" PRESSURE TREATED PINE STAKES, 24" LONG, SPACE EVENLY AROUND TREE. FINISHED GRADE (SEE GRADING PLAN) -I I B&B OR CONTAINERIZED _III -III_ PLANTING MIXTURE AS SPECIFIED. LARGE TREE PLANTING DETAIL (GREATER THAN 14' HT.) NTS N � O eIi Z f- C11 ~ W U4 a in 0 �iIMCIWI-0I20 En Z 0 rn z C E Z Occ J > 'cc 11 ®U.) iv otS .0 �' W � t� m y v O c v W Q U o _J m s J J _I O C N a m p O U o0 �N cN J D m N to 0 0 c vim> -� N O_ C D00 to^ -CC Cq _w ��M O > Orn Cn v 0- y m Li h S C m Y O Li m a c p .-- o� ^i W Q C ch 0 cY1 C a ru O1 .o a-4v =) 'N O a E a: co ' E o `r,' cao pl M .. x .. C 9 �\ (o m U X 9 _(",aaio J i (ii m > a =�"o� N m W oC)v a e � >- V- rn C5 G �+ az � c E CL v� G N lL ® N O Q M Cr O Pi 0op Pii�i D_ �n ry in i of z M m Iz W o "' LIJ �5 00 Cn W U f- 0 `D� PLANTING SPECIFICATIONS: ualitv Assurance Requirements of all applicable building codes, ordinances, and other public agencies having jurisdiction upon the project shall apply. Contractor shall employ skilled personnel and use any equipment necessary to ensure that all work is professionally and properly installed, and in full compliance with the plans and details. Delivery. Storage, and Handling Contractor shall verify that all planting products, plant material, and plant quantities delivered match what is indicated on the plans, planting details, plant list/schedule, and specifications. Protect all plant material during delivery to prevent damage to root balls, trunks, branching, and the desiccation of leaves. Protect all plant material during shipping with shade cloth or ship with enclosed transport. Maintain protection and health of all plant material stored on site. Handle all trees and palms with nylon straps (no chains or cables). Remove unacceptable plant material immediately from the project site. Job Conditions Contractor shall locate all underground utilities and other non —readily visible site structures 48 hours minimum prior to digging. Contractor shall repair all damage to underground utilities, existing site structures, or new construction caused by the contractor, at no cost to the Owner. Contractor shall verify that all existing trees and plant material to remain, or to be relocated, are properly identified and protected to prevent damage during construction. The contractor shall be responsible to maintain adequate protection of all existing plant material to remain, or to be relocated, throughout the construction process. Guarantee Guarantee all new and relocated plant material for a period of twelve (12) months after the established date of substantial completion. Replacement plant material under guarantee shall be replaced within two (two) weeks of notification of rejection and guaranteed for twelve (12) months from date of replacement installation. Replacement plant material shall be of some species, size, and specifications at no additional cost to the Owner. Plant Material All plant material shall be nursery grown, well formed, true to species, hardened off with vigorous root systems, full crown and canopies, and free from disease, pests and insects, and defects such as knots, sun scald, windburn, leaf dis—coloration, irregular branching, or injuries. All plant material shall meet or exceed minimum grade of Florida No. 1 in accordance with "Grades and Standards for Nursery Plants" published by the State of Florida Department of Agriculture. All root balls shall conform to the size standards set forth in "American Standards for Nursery Stock". Collected and "grow bag" trees will not be accepted. All sod shall be true to species specified and free of visible weeds, foreign grasses, diseases, pests, insects, fire ants, or damage and defects of any kind. All plant material specified is subject to the review of the Landscape Architect before, during, and after installation. Contractor shall provide plant samples or photographs of each plant specified to the Landscape Architect for compliance review prior to installation. No plant substitutions will be allowed without prior approval by the Landscape Architect. Site Preparation Contractor shall remove all objectionable materials and debris from the project site including rocks and stones over 1" in diameter, roots, construction materials, and other foreign materials that would be harmful to plants. Dispose of all unacceptable or unused excess soils and materials off the project site. Fine grade all planting areas including sod areas to provide a smooth, aesthetically pleasing, well drained, planting area ready to receive sod and planting to the full satisfaction of the Landscape Architect and/or Owner. All planting areas shall be completely weed free prior to planting. Contractor shall use locally approved practices to eradicate existing weeds ( by applying post —emergent herbicides, scrapping and/or disking site, or other approved means). Scarify all planting and sod areas to a 3" depth minimum. Finished grades shall meet existing grades smoothly with no abrupt transitions or depressions, and allow for positive drainage away from buildings and to drainage structures. Soil Preparation and Soil Mixes Contractor shall verify existing topsoil is suitable for use in planting soil mixes prior to planting. Provide soil test analysis of existing topsoil (from at least two location on site) and planting soil mixes with pH, major and minor nutrients, sand fraction analysis, and testing laboratories recommendation for fertilizer and soil amendments (adjust soil mixes and fertilizer as required to meet testing laboratory recommendations). All planting soil mixes shall be free of sticks, stones, subsoils, live plants/weeds, and other extraneous materials, and shall be loose and friable, suitable for plant materials to maintain health and vigorous growth. Planting soil mix around all tree, shrub, and ground cover root balls shall be a well blended mixture of 1/3 approved Florida Peat, 1/3 approved topsoil, and 1/3 clean coarse grained builder's sand. Planting soil mixture around all palm root balls shall be 100% clean coarse grained builder's sand. Spread or place soil mixes to depth as shown on the details, rake smooth, and compact to 85 proctor. Finish grade to allow for positive drainage away from all structures. Contractor shall test fill all tree, palm and planting pits with water prior to planting to assure proper drainage percolation. Pits which do not adequately drain shall be further excavated to a depth sufficient for drainage to occur and/or backfilled with suitable drainage gravel. No allowances shall be made for plant material loss due to improper drainage. Contractor shall replace lost plant materials with some size and species at no additional cost to the Owner. Planting All plant material, including relocated plant material, shall be planted in a professional manner typical of the industry standards of the area to assure the complete survivability of all installed plant materials as well as to provide an aesthetically approved project. Contractor shall refer to the planting details for minimum size and width of planting pits and beds, guying and staking, mulching, and other planting requirements as shown in the planting details. Locations of all plant material including shrub bed lines shall be staked in the field by the contractor for review by the Landscape Architect prior to planting. All planting procedures are subject to the review of the Landscape Architect and the contractor shall correct any found deficiencies at no additional cost to the Owner. Fertilizer Contractor shall provide commercial grade fertilizers complying with all State of Florida fertilizer laws with chemical designation of 12/8/8 (or as recommended by soil testing laboratory) and with at least 50% of the nitrogen derived from non —water soluble organic sources. Minor/trace elements shall also be included with each required fertilizer as recommended by the soil testing laboratory. Apply fertilizer at time of planting and at rates recommended by the soil testing laboratory, and water immediately until root structure of plants are wet and fertilizer has been worked into the soil. Mulch Contractor shall provide pine straw mulch specifically processed for planting. Mulch shall be free of deleterious materials, pests, insects, fire ants, and other harmful materials to plant life. Top mulch all planting pits and beds within two (2) days of plant installation with an even 2" layer of mulch. Water in mulch immediately after placement to help prevent drying out of plantings and prevent wind dispersement of mulch. Weed Control Contractor shall apply pre —emergent herbicide as per manufacturers recommended rates before mulching at all shrub bed and tree rings and again as necessary throughout required maintenance period to help prevent weed germination. The contractor shall verify that the herbicide and applications used will not damage plant material prior to application and shall replace damaged plant material caused by herbicide applications at no additional cost to the Owner. All planting areas shall be weed free at substantial completion of the project. Pruning Contractor shall prune and trim all plant material on a as needed basis to enhance the natural form and character of the plant materials. Contractor shall be responsible to prune/trim all injured branches, dead wood, suckers, and ensure adequate clearance between plant material and site structures, parking areas, walkways, etc; and provide for a healthy growing condition for all plantings. Maintenance Contractor shall be responsible to daily maintain a healthy growing condition for all plant materials, including relocated plant material, by pruning, watering, cultivating, weeding, mowing, edging, trimming, mulching, tightening and repairing guys/stakes, resetting plants to proper grades or up —righting, restoration of plant saucers, and providing all required root and folier sprays or fungicides as may be necessary to keep plant material free of insects and diseases. Maintenance shall begin immediately upon installation and continue to the substantial completion of the project. Cleaning The contractor shall be responsible to remove all planting and landscape debris from the project site, and to sweep and wash clean all paved and finished surfaces affected by the landscape installation. Project Closeout Upon completion of all installation work the contractor shall request a project walk—through with the Landscape Architect and Owner to review the installation's compliance with the contract documents, develop a project punch list, and to determine if the project is substantially complete. If the project is determined to be substantially complete, the Owner will assume maintenance responsibility for the project and the contractor's guarantee period will begin. Final inspection will occur only after all punch list items are complete, and the contractor has provided to the Owner all required written warrantees, three (3) copies of an accurate and to scale "as —built" plan (clearly label and locate all existing plants that remain, new, and relocated plant materials), maintenance manual and instructions for the Owner to follow, and other contractual issues that may be required by the Owner. A: RESIDENTIAL GATEWAY - WEST ENTRY PLANT LIST: Key Botanical Name Common Name Size/Root Ball/Container Comments LOW SHRUBS / GROUNDCOVERS: ANN Annuals To be selected by Owner "4"" pot" "Full/10"" O.C." JP Juniperus chinensis'Parsonii' Parsonii Juniper "10"" hgt. x 18"" spd. / 3 Gal. Cant" "Full/Plant 30"" O.C." SHRUBS, ACCENTS & VINES: RA Raphiolepis indica 'Alba' White Indian Hawthorn "12"" hgt. x 18"" spd./3 Gal. Cant" "Full/Plant 30"" O.C." TURF GRASSES: SOD/SSF Stenotaphrum secundatum 'Floratam' St. Augusiline Floratam Sod Full/Solid Sod Quantity in Square Feet. Abbreviations: B & B = Ball and Burlapped Gal. Cont. = Gallon Containerlspd. =Spread Cal. min. = Caliper minimum hgt. = Height C.T. = Clear Trunk O.A. = Overall Dia. = Diameter ppp = Plants per Pot NOTE: 1. Not all plants listed on the Plant List have been used in the Landscape Plan. Plants are listed in the Plant List for reference only. Provide Unit Price for all listed plants on the Plant List whether used on plans or not. 2. All trees to be sand grown and are not to contain clay root balls, Typical. 3. All shrub & groundcover beds and tree pits to receive a 2"" min. layer of Pine Straw mulch. ,3 ANN RA 95 5 % RA JP , 3 8 .......... ...._:..... . y , _ ! Q �,/• i ,fir i, RA, .... ' ANN ....... :. 4 ;: 28 / RA ' 3 B: RESIDENTIAL GATEWAY - EAST ENTRY a R. :9 FACE OF BLDG. OR WALL KEY: A=TYP. TRIANGULAR PLANT SPACING SEE PLANT SCHEDULE FOR DIST. B=PROVIDE SPACING OF LARGER PLANT MATERIAL BETWEEN DIFFERENT PLANT TYPES. CURB OR EDGE OF PAVEMENT TYP. PLANT SPACING NITS NOTE: EIFS WALL/COLUMN CAP/FINIAL MAY BE USED. AVAIL. THRU TREADWAY INDUSTRIES, PH. 352.326.3313. vFf4f�,%" CONTRACTOR TO SUBMIT SAMPLES FOR APPROVAL PRIOR TO FABRICATION. . 3' COLUMN WITH PRECAST CONC. CAP AND FINIAL BEYOND (SEE DETAIL) NOTEi CONTRACTOR SHALL ASSURE CONC. BLOCK WALL WITH STUCCO FINISH PERC❑LATION OF ALL __.....:_.. _ _..._...__. _._..._ PLANTING PITS/BEDS PRI❑R ....... DECORATIVE EIFS WALL PLAQUE FROM BUILT UP STUCCO/FORM TO INSTALLATI❑N. Q w V) EIFS, SIZE VARIES (SEE DETAILS). LT. SAND FINISH, COLOR UJ N J in Ui< SIMILAR TO HADDONSTONE "BATH 02". CONTRACTOR TO SUBMIT (wow SAMPLE FOR APPROVAL PRIOR TO FABRICATION 0 > w FIELD OF PRECAST CONC. WALL TILE (3/4"X12"X12"), D_ a- � a_ U BAKING SODA FINISH, COLOR FRECHSTONE, BY D.C. KERCKHOFF, CO. (941.597.7218) (SIGN TEXT BY OTHERS) iw ' 3" EIFS SIGN MOULDING WITH COLOR AND FINISH TO MATCH Ce w WALL/COLUMN CAP (SEE DETAIL) > F I CONC. BLOCK PLANTER WALL WITH PRECAST CONCRETE CAP (ITEM #T150) BY629.6100. w SMOOTH FINISH, COLOR —"BATH 02? =111i 111111 I =1 � I —I � I —III- [ PLANTER FIN. GRADE 2" BELOW BOTTOM OF CAP •.,_ -• � ,•;,,.;•.� a :-:.......... z WALL HT FINISHED GRADE _III —III- .R •.:; a- III I •, , : — - "^'''.'t VARIES, •n, " r q'. Ay.i :•'.`h,LY•• i5..+.>.: i:.y.:. •�1. }.. ti.i�t�:.� 2 SEE DETAILS F'' ••f•' d 1=) u • t, ',•;,:ti •.:�; �," ,;,., i , :•+r: `}''' —=—I= TYP, -III—III —III—III: '' VARIES, SEE DETAILS PLANTER SOIL AND III=III=III. —III=III= TYPICAL PLANTER WALL SCALE: 1 /2" = 1'-0" DRAINAGE LINER BY LANDSCAPE CONTRACTOR Was N❑TEi AZALEAS SHALL BE PLANTED 2' HIGH WITH S❑IL MOUNDING UP TO THE TOP OF ROOT BALL, 2' MINIMUM OF PINE STRAW SOIL BERM TO HOLD WATER MINIMUM DEPTH OF 12' PLANTING SOIL FOR GROUNDCOVER BED. EXCAVATE ENTIRE BED SPECIFIED FOR GROUND — COVER BED, FINISHED GRADE (SEE GRADING PLAN) —� PREPARED PLANTING SOIL AS SPECIFIED. NOTE, WHEN GR❑UNDCOVERS AND SHRUBS USED IN MASSES ENTIRE BED TO BE EXCAVATED TO RECEIVE PLANTING S❑IL AND PLANT MATERIAL — EXCEPT WHEN SPECIFIED, SEE PLANT LIST, SHRUB AND GROUNDCOVER DETAIL N TS o z o R. J w 'o a v} 0 �-I.01W102120 t c Q. O Z a J .0 L iv otf v- � .a cc n. C v O o to UJ Q m to N ~ U N Q J m s U) z 0 J J J J U L =0 c O_ N �— a m + .- co N p U =N o m _J V) f � m to J p)-p O > ,� o th _ O > 0 N AIM m N 3w o � JN c _ O U QJ UFO rfL` W O rn ib •� N N L A n1 c O E °E N m,a,. L fo V ° vo 75E „ �9x.. C . � \V,o V ii a) 0 ani o (/) L N i a v��U >m =ate Q z c E — C l��v/�JJJ �Qp U =O W N 71 Q A O �o �R � �� Opv o� U L o, z 9� ryo co UJ o "' UJ �g W '� U F— U IfRfRIG;ATION DETAILS 6" SPRAT DETAIL (TURF) F11 ROTOR HEAD DETAIL (TURF) F3 MIN. 6" OR AS N01 PLACE BOX AT A RIGHT ANGLE TO THE HARDSCAPE EDGE. 12"X18" PLASTIC VALVE BOX WITH HINGED COVER AND LOCK - CARS f RT 1419-215 BOLT DOII WATERP Ot�F WIRE CONNECTION KING "ONE STEP" SHRUB AREAS .\x //. /, I.D. PLAQUE SUPPLIED BY OWNER AND INSTALLED BY CONTRACTOR. ALK, CURB, ETC �CH.80 NIPPLE LATERAL LINE PLAN. FINISH GRADE LAWN AREAS 24" CURL TYPE J4" MIN. A D EXP. LOOP FINISH GRADE 12" MAX. FLOW ADJ. SHRUB AREAS VALVE 0 3/4" RIVER ROCK o o J (MIN. OF 3 CU. FT.) O O O WEATHERMATIC BRASS NOTES: 8000 SERIES VALVE SCH.80 NIPPLE 45 DEGREE OR AS PVC MAINLINE PIPE REQUIRED TO VALVE PSk/CS.$UPPLY LINE FITTING COMMON AND PILOT WIRES 1) PLACE ALL VALVE BOXES A MINIMUM OF 3' APART. 2) USE TEFLON TAPE ON ALL THREADED FITTINGS. VALVE DETAIL �5 SPRINKLER NOZZLE SIDEWALK, CURB, ET FINISH GRADE FINISH GRADE) -� INSt�4LL7 INSTALL SWING JOINTS--�11 1 1 1 1 1 11I 1111— 111111111 I (I FACING OUT TOWARD BACK OF CURB. 12" 12" (0 TWO 1/2" STREET ELLS LATERAL LINE . . . . . . . . . . . . . . . . . . . 1* PVC TEE SXSXT OR ELBOW PVC SCH. 80 NIPPLE (POSITION FLAN V(EU1 RISER At A 45 DEGREE ANGLE, 1/2" DIA. X MAX. 18" LENGTH NOTES: PVC SCH. 40 1/2" STREET ELBOW 1) USE TEFLON TAPE ON ALL TREADED FITTINGS. 2) ALL STREET ELBOWS SHALL BE SCH-40 PVC.(50TT0M INLET ONLY) 1211 SFRAY DETAIL (FL ANTS) 0 WALL OR STRUCTURE 12" ROTOR OR SPRAY HEAD PAINT AS PER SPECS. INSTALL HEAD TO MATCH SURROUNDING PLANT MATERIAL. SEE PLANT - LIST SPECIFICATIONS. PVC SCH. 40 RISER-1/2" ON SPRAYS AND 3/4" ON ROTORS TWO STAINLESS STEEL HOSE CLAMPS ._MULCH I"Xl" STEEL ,ANGLE-- /-SEE DETAIL BELOW 24" DEPTH f PVC SCH. 40 ELBOW Tf—LATERALLINE TWO STREET ELLS PVC TEE W/THREADED REDUCED CONNECTION. PVC SCH. 80 NIPPLE (POSITION RISER Al A 45 DEGREE ANGLE, 3/4" DIA. X MAX. 18" LENGTH SHRUB RISER DETAIL 24" ON MAIN 3" AND ABOVE ON MAIN SMALLER THAN 3" 12" ON LATERAL LINES ,,-45 DEGREE ELL PAVING ............................ APPROX. 36" �_F 45 DEGREE ELL SLEEVE (SEE PLAN FOR SIZES)t/__ REMOTE CONTROL WIRES (24V: 14 GAUGE) PLACE UNDER MAIN OUTSIDE OF SLEEVES PROVIDE A SEPERATE SLEEVE FOR THE CONTROL WIRES. PIPS UNDER PAVEMENT DETAIL SITE SPECIFIC NOTES IRRIGATION SYSTEM TO BE TEMPORARILY CONNECTED TO POTABLE WATER SOURCE, WITH FINAL SYSTEM CONNECTED TO REUSE WATER MAIN. ALL SYSTEM PARTS AND COMPONENTS TO BE LABELED NON-POTABLE/REUSE WATER. `I 1) INSTALL ALL PRESSURE AND NON -PRESSURE LINES AND ANY EQUIPMENT INSIDE THE PLANTING AREAS WHERE POSSIBLE. (ITEMS SHOWN WITHIN PAVED AREAS ARE SHOWN THERE FOR CLARITY ONLY) 11 2) ALL EQUIPMENT SHALL BE SELECTED AND INSTALLED IN ACCORDANCE WITH ALL SPECIFICATIONS AND CONSTRUCTION DETAILS. SEE THE WRITTEN SPECIFICATIONS AND DETAILS 3) ADDITIONAL METERS / POC'S TO REUSE LINE MAY BE NEEDED TO ENSURE ADEQUATE OPERATING PRESSURE OF THE SYSTEM. SEE CIVIL DWG'S FOR AVAILABLE PRESSURE ALONG REUSE LINE. ALL SYSTEM COMPONENTS TO BE LABELEDADENTIFIED AS NON -POTABLE 4) 3" LOOPED MAINLINE MAY BE DIVIDED INTO SEVERAL SMALLER "LOOPS" TO MAXIMIZE AVAILABLE PRESSURE. 5) NUMBER AND SIZE OF IRRIGATION ZONES TO BE DETERMINED BY CONTRACTOR ZONES TO BE SIZED TO ENSURE MIN. 30 PSI OPERATING PRESSURE AT FURTHEST SPRAY HEAD IN EACH SOD/SHRUB ZONE, MIN. 35 PSI OPERATING PRESSURE AT FURTHEST ROTOR IN EACH SOD ZONE. SOD AND SHRUB AREAS TO BE ZONED SEPERATELY WHERE POSSIBLE 6) SPRAY HEAD AND ROTOR LAYOUT IS CONCEPTUAL. CONTRACTOR TO ADJUST ALL SYSTEMS TO AVOID OVERTHROW ONTO ALL VEHICULAR AREAS BY INDIVIDUALLY ADJUSTING ALL SPRINKLER HEADS AND CONTROL VALVES. "I) SYSTEM LINE LAYOUT AND SIZING BY CONTRACTOR PIPE VELOCITY NOT TO EXCEED 5 FEET PER SECOND. CONTRACTOR MAY USE 1/2" PIPE TO ANY GROUP OF SPRAY HEADS TOTALING 4 GPM OR LESS. 8) IRRIGATION SLEEVE LOCATIONS ARE CONCEPTUAL. SLEEVE LOCATIONS TO BE ADJUSTED. PER SITE CONDITIONS. ADDITIONAL AND/OR LARGER SLEEVES MAY BE NEEDED TO FACILITATE SYSTEM LAYOUT/OPERATION AND IS AT THE DISCRETION OF THE CONTRACTOR 9) ALL AS -BUILT DRAWINGS AND SPECIFICATIONS SHALL BE MAINTAINED ON SITE AT ALL TIMES. THE AS -BUILT DRAWINGS SHALL BE UPDATED ON A DAILY BASIS. NO SITE REVIEWS :SHALL BE CONDUCTED WITHOUT THESE DRAWINGS. 10) AREAS RECEIVING AN IRRIGATION SYSTEM SHALL BE REVIEWED AND VERIFIED BY THE INSTALLING CONTRACTOR FOR ACCURACY OF SIZE AND CONFIGURATION. IF DISCREPANCIES ARE FOUND THAT WOULD PROVE DETRIMENTAL TO THE FINAL COVERAGE, IT SHALL BE BROUGHT TO THE OWNERS ATTENTION BEFORE INSTALLATION. BY FAILING TO DO SO, THE CONTRACTOR MAY BE RESPONSIBLE FOR ANY REQUIRED ADJUSTMENTS. 11) ALL CONTROL WIRING SHALL BE BURIED UNDER THE MAINLINE IN THE SAME DITCH WITH THE MAINLINE. IF THIS IS NOT POSSIBLE THE CONTROL WIRES SHALL BE INSTALLED INSIDE CONDUIT. 12) THE CONTRACTOR SHALL INSTALL TWO EXTRA CONTROL WIRES WITH THE COMMON WIRE TO THE ENDS OF EACH RUN OF MAINLINE. INSTALL TO A SEPARATE VALVE BOX (LABEL "EXTRA WIRES'), B: RESIDENTIALGATEWAY — EAST ENTRY IRRIGATION LEGEND _ _ _ _ — _ SCH. 40 PVC LATERAL ZONE PIPE (NOT SHOWN-SIZE/LAYOUT BY CONTRACTOR) _ _ _ _ _ — SCH. 40 PVC SLEEVE PIPE (SIZE/QTY. AS INDICATED) ■ RAINBIRD 1800 SERIES 12" POP-UP SPRAY HEAD (NON-POTABLE/RECLAIM CAP) RAINBIRD 1800 SERIES 6" POP-UP SPRAY HEAD (NON POTABLE/RECLAIM CAP) (SEE NOTES 7,8 & 9 CONCERNING SPRAY HEAD LAYOUT) ®POINT OF CONNECTION TO REUSE WATER MAIN. EXACT LOCATION TO BE DETERMINED IN THE FIELD. O4" WATER METER OR PER CONTRACTOR GENERAL NOTES FOR IRRIGATION: �VE ISTING V'T ED SYMBOOWN IN R CLARTO BE LANDS.f � EA-.. ,TOR TO F`IERCFY PRIOR T'OT OF J C - RAINBIRD 1800 SAM-PRS SERIES SPRINKLER WITH 15-H NOZZLE D - RAINBIRD 1800 SAM-PRS SERIES SPRINKLER WITH 15-Q NOZZLE E - RAINBIRD 1800 SAM-PRS SERIES SPRINKLER WITH 15-VAN NOZZLE T - RAINBIRD 1800 SAM-PRS SERIES SPRINKLER WITH 15CST NOZZLE 1. All base information provided by the Owner. Contractor shall field verify all information prior 2. Contractor shall notify all pertinent utility companies 48 hours minimum prior to diggingforeorifica�ntl onoirrigation f al t underground utilities. Plans are prepared according to the best information available at the time of preparing these documents. 3. The contractor shall become completely familiar with existing site conditions and "as -built" drawings, if available, prior to beginning installation. All existing site improvements, paving, landscape, lighting, and other site elements to remain shall be protected from damage unless otherwise noted. 4. Unless otherwise noted, the limits of construction are the clearing limits noted on the plans. 5. The contractor shall report any discrepancies between the construction drawings and actual field conditions to the Owner's representative immediately. 6. The contractor shall coordinate all work with related contractors and with the general construction of the project in order to not impede the progress of work of others or the contractor's own work. 7. Riser mounted spray heads shall be installed where shrub heads are located adjacent to buildings or structures, with risers being schedule 40 PVC painted flat black, and heads set 6" above plant height at time of planting. 8. High pop-up spray heads (12") shall be installed in planting beds where low arA ground cover plantings occur (mature plant heights of 18" or less), in parkin islands that have low ground covers, and where it is advantageous to conceal sprinklers adjacent to pedestrian areas or where vandalism or maintenance problems may occur. Install high pop -ups on risers in taller ground covers where required. 9. Pop-up rotor heads. in large grassed areas shall be installed where the spray patterns will not be blocked by plant material or other site structures (signs, walls, hydrants, etc.). 10. Changes made by the irrigation contractor in the field for irrigation head locations shall always be made with the best interest and survival of the plantings intended. Contractor shall maintain even water distribution and spray patterns to provide head to head coverage. Any changes made in the field by the contractor which are determined to be harmful to plant growth shall be corrected by the contractor at no additional cost to the Owner. 11. All pop-up sprinkler heads shall be installed flush with the finished grade (unless otherwise noted on the plans), 4" from the edge of any curb or sidewalk, 18" from the edge of vehicular pavement if no curb, and 6' from the centerline of any drainage swale. 12. Where possible, all irrigation valves and valve boxes shall be located within shrub bed lines to avoid un-sightly conditions in grassed areas, and no closer than 6' from the edge of any vehicular area. 13. The irrigation point of connection (POC) and irrigation controller locations are indicated on the plans. Field verify prior to installation locations and utility connections are existing, and report any discrepancies to the Owner's representative immediately. 14. Contractor shall field adjust location of all irrigation equipment as may be required to avoid damage to existing underground utilities and/or above ground site elements (light poles, trees, etc.). Coordinate all such required changes with the Landscape Architect as required at no additional cost to the Owner. 15. Any substitutions to irrigation equipment or material sizes and types must be ap proved pproved by the Landscape Architect prior to installation. 16. Contractor shall clean the work areas at the end of each working day. Irrigation rubbish and debris shall be collected and deposited off -site daily. All materials, products, and equipment stored on -site shall be kept in an organized manner daily. 17. Contractor shall re -grade all areas disturbed by irrigation repairs or from new installation work. The contractor shall replace by equal size and quality any and all existing irrigation equipment disturbed or damaged by repairs or modifications to the existing irrigation system or new installation. 18. The Contractor shall refer to the irrigation details, specifications, legend/schedule, and plans for further and complete irrigation installation instructions. 19. The Contractor shall provide three (3) sets of shop drawings indicating proposed irrigation system design, layout, pipe sizing, etc; for review and approval by the Owner and Landscape Architect prior to beginning work. Plans, details, and equipment list shall be included. The irrigation system shall be fully automatic with head to head coverage in all planting and grassed areas. Grassed areas shall be zoned seperately from shrub and groundcover areas. Acceptable irrigation equipment manufacturers: Hunter, Rainbird, and/or Toro. 20. The irrigation system shall be fully automatic with head to head coverage in all planting and grassed areas. Grassed areas shall be zoned seperately from shrub and groundcover areas. Acceptable irrigation equipment manufacturers: Rainbird, and/or Toro. Repair existing irrigation system to remain as may be required. O �} S- 6 d RN Z O Q E0 W U a rn �111fllflm1 0 En X W a o w !2 �o *.' z E J CL C- 0 z Q .0 O iv 06 v- Q o rw N cNa O a 0 � ca ' < m V V Z m Q s J N �J J CL J —i J (D =o c Q m y O •�- m N >v° En > ro o om N J V(n (U min o y Q N w C 00 O p O c o N c o: ,c o 0-1 O4." J 3s� le-f- D m w W a o" V _J (A C 3 ��Mo oS� .Q OM° c.)v� aJ L))�o` L tt:,� @ N N d � O 0 M i, V^! . 01 � E;w y if -2 L E :2 C) E .6 `E O cao (� U .y _L E m x .. '� cam` o M0V^� M 9v�a'aio W n C N . 0 '' Q Z c E CL 3 == U) E N W ® � N z `9 iLU w00 U C� Kil RR 70 65 v- 9 M CD Lo 9 Lo 0 0+00 ........... ................................................................................... — .............. ......................................... f ................................................. ............................................... 1+00 f ....................................... e ................................................. f ......................................... ......................................................... 2+00 I ............................................ .............................. .................. ................................................. f ................................................. f ................................................. 3+00 : ................................................. f ................................................. I ................................................. ................................... ............. r ................................................ 4+00 ................................................. ................................................. ISECTION A SECTION B WALL TYPE 2 WALL TYPE 3:: HT: 8.33') (HT: 9.67') 1 SECTION C SECTION D 0 WALL TYPE 3 c6 WALL TYPE 4 I (HT: 9.6 7') (HT: 11.00') 1 SECTION E SECTION F SECTION G + + .......... ...............................................3.. ................. 84.67 ........... ........... + C! 9 .......................... ..................... .............. I . ............................ 00 ................................................ ............ 0 WALL TYPE 4 . . . .... ... .............. co ................................................. N WALL:TYPE 5 ............ ................ ................... .................................. (HT-. 12'.ZV-) ........................ WALUTYPE 4 ................ (HT-.-f TT.-00') .......................... ................................................ t SECTtON H ......... . ................... ... ................................. ...................................... + WALL TYPE 3: 0 83.33 Lo (o TOP OF WALL CAP, TYP. CD FINISHED." 0 (H T: 9. 6 7') 0 SECTION I SECTION U 82.00 + LOT GRADE:WALL 0 TYPE 1 WALL TYPE: 1 (HT: 7.00') (HT.- 7.06) + 80.67' L0 pq ......... .................................... ........... ........... .................. ............................ .......................................... t ................ ............................... — --- ................................................ ............. — — — — — — --- ................ ................................................3............... ............................. — — — — — — ---- .................... .......... ................................ ...... — — — — — — — — — — — ................................................ ....................... ........................ ... ............................ 0 ; + :+ ......... ............. ............... 79 ..................................... — -- — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — ---------- 15'-0" 33'-0" — -- — — — — — — — — — — — — — — — — — — — — — — — — — — — — — ID STRAP (MIRAGRIb 3XT), TYP. -75= — — — --- Z, — — — — — — — — — --- — — — — — .......... ............................. ............................. my u) ................... 73.67 ............. .................................. ................................................. ............... ............................... .......................................... ........................................................................................... ................................................ ...................................... ........... .......... ............. ................................................. ....................... ....................... ........................................ ............................ - .................................................................... ....... . ....... ................. 39, 72733- — — — — — — — — — — — — — — — — — — — — --- — 49'- 6! IL 40'-6" 87T123M OF WALL 1 54'-0" 42'-0" -71-M 1 Og-6F(TOP OF LEVELING PAD 211 WALL PROFILE HORIZONTAL SCALE: 1" = 20' VERTICAL SCALE: 1" = 5' BOTTOM OF LEVELING ::PAD EXISTING GRADE (LOW SIDE OF WALL) 0 20 40 60 80 100 SCALE, FEET LEGEND 0 4' PROBE LOCATION SHOWING APPROXIMATE DEPTH OF SURFACE ORGANICS ENCOUNTERED THIS PLAN BASED ON DRAWING PROVIDED BY CLIENT THESE WALL DESIGNS WERE BASED ON SITE GRADING AND OTHER INFORMATION PRESENTED ON PLAN PROVIDED BY CLIENT RlKENNEfHl D RI K, -P.E. E FL. REG. NO. 37711 DATE-l� ol� ENGINEER'S SEAL m Z UJI > cl) z 0 Lu V) > > LLJ 0 0� 0 F— U) w Li 6 0 Z� w —j I—L 0 Z (D U) cj) 0 LIJ Uj -J z (/) u- < r<>z < n Z Z) m Z O < Z w z (D U) Z_ Li w cl� z o F— ui DRAWN BY: G.B. DATE: 6/24/05 CHECKED BY: DATE: PROD. MGR: L.N. SCALE: AS SHOWN PROJ. NO: 01-0012579-005-01 REPORT NO: UNIVERSAL ENGINEERING SCIENCES CERTIFICATE OF AUTHORIZATION NO. 549 INSERT NO: WP-1 CONSTRUCT TEMPORARY Handrail / Fence to be SLOPE AT 1.5 TO 1 (H TO V), Designed By Others in OR FLATTER Accordance with OSHA Guidelines 8" Min. Low Permeable Soil Keystone 4" Cap Unit Strap Length pl?� Keystone Compac Unit. ,.or Equivalent- 11 LAYER 4,1 2411 FRI .1 MINN. LAYER Unit Drainage Fill2nd :•� �.,., Crushed 1, :! Min. 24" Lap Rock . , Existing Grade. • •- .1�Low - MINDF 1 PSI Side of Wall 8" GEOGRID, TYP. (MIRAGRID 3XT, OR EQUIV.) _J Foundation Soil Typical Reinforced Wall Section NOT TO SCALE Min. 2 Course' High, Typ. Unreinforced Concrete or Crushed Stone Leveling Pad . See Table Below WALL SECTION BEGIN STA. END STA. WALL TYPE WALL HEIGHT * (FT.) NO. OF GRID LAYERS STRAP LENGTH (FT.) TOP LAYER 2nd LAYER REM. LAYERS A 0+00.0 0+15.0 2 8.33 6 6.5 6.0 5.0 B 0+15.0 0+48.0 3 9.67 6 6.5 6.0 6.0 C 0+48.0 0+87.0 3 9.67 6 6.5 6.0 6.0 D 0+87.0 1 +26.0 4 11.00 7 7.5 6.5 6.5 E 1 +26.0 1 +66.5 5 11.00 8 8.0 7.5 6.5 F 1 +66.5 2+76.0 6 12.33 8 8.0 7.5 7.5 G 2+76.0 3+30.0 4 11.00 7 7.5 6.5 6.5 H 3+30.0 3+72.0 3 9.67 6 6.5 6.0 6.0 1 3+72.0 4+03.5 1 7.00 4 5.0 4.5 4.5 J 4+03.5 4+21.5 1 7.00 4 5.0 4.5 4.5 Note: 1. The leveling pad is to be constructed of crushed stone or 2000 psi ± unreinforced concrete. W 1 /2" x 51 /4" 6" Fiberglass Pins Front Face W + 12° I-12" Min. Leveling Pad Detail NOT TO SCALE 0 M LO 0 a PERFORMANCE SPECIFICATIONS The contractor installing these walls must be an approved/certified gravity stone wall contractor. Geogrid soil reinforcement shall be Miragrid 3XT or equivalent. Georid shall be installed in accordance with manufacturers printed instructions j I Concrete masonry units shall be Keystone Compac Unit, or equivalent. Wall units shall be installed in accordance with manufactures printed instructions. I All construction procedures shall meet the requirements of OSHA and other local, state and Federal agencies, to protect personnel and existing structures. Foundation / Removal of Organic Muck Soils: All unsuitable material such as "Muck" shall be removed from underneath as follows: s 1) Organic muck present existing beneath the wall foundations, on the backfill side and at least 5 feet laterally on the toe side of the wall must be over -excavated, removed and replaced with compacted structural fill material 2) Perform remedial dewatering as needed, prior to demucking operations 3) The groundwater table must be controlled at least 2 feet below the bottom of the excavation 4) The demucking operations must be conducted under the full time observation of a Universal Engineering Sciences' representative. 5) Once the organic muck deposits are completely removed, the backfill material consisting of clean dry sand (less than 5 percent fines) must be placed in thin lifts of 10 to 12 inches thick, and each lift must be compacted to at least 95 percent of the Modified Proctor maximum dry density (ASTM D-1557). 6) Perform compliance tests within the backfill and at a frequency of not less than one test per 100 linear feet length of the wall, per 12-inch of lift or at atleast 4 locations along the length of the wall. Bottom of foundation shall be compacted to 95% of the modified proctor, maximum dry density (ASTM D-1557). Foundation soil to be prepared to meet allowable bearing capacity of 2500 psf. Foundation area shall be dewatered 3rior to foundation construction. Material shall consist of a compacted crushed stone base or non -reinforced concrete as ghown on the construction drawings. Drainage Fill: Drainage fill shall be free draining crushed stone. Unit drainage fill shall consist of clean 1" (25 mm) minus crushed stone or crushed gravel meeting the following gradation tested in accordance with ASTM D422: Sieve Size Percent Passing 1 inch 100 3/4-inch 75-100 No. 4 0-10 No. 50 0-5 One cubic foot, minimum, of drainage fill shall be used for each square foot of wall face. Drainage fill shall be placed within cores of, between, and behind units to meet this requirement. Filter Fabric: Filter fabric shall be Faber Foam, underlaid by Mirafi 140 N or equivalent. Provide 12 inch lap @ vertical joints and 12 inch turning @ each layer of geogrid. Backfill material: Backfill material shall be clean free draining sand with 10% or less fines. SAND FRICTION ANGLE TO BE 30 DEGREES MINIMUM. Reinforced backfill shall be free of debris and meet the following gradation tested in accordance with ASTM D-422: Sieve Size Percent Passing 2 inch 100 3/4-inch 100-75 No.40 0-60 No.200 0-35 Plasticity Index (PI) <15 and Liquid Limit <40 per ASTM D4318. The maximum aggregate size shall be limited to 3/4 inch unless field tests have been performed to evaluate potential strength reductions to the geogrid design due to damage during construction. Material can be site -excavated soils where the above requirements can be met. Unsuitable soils for backfill (high plastic clays or organic soils) shall not be used in the backfill or in the reinforced soil mass. Contractor shall submit reinforced fill sample and laboratory test results to the Architect/Engineer for approval prior to the use of any proposed reinforced fill material. Fill Placement: Reinforced backfill shall be placed, spread, and compacted in such a manner that minimizes the development of slack in the geogrid and installation damage. Reinforced backfill shall be placed and compacted in lifts not to exceed 6 inches where hand compaction is used, or'8 -10 inches where heavy compaction equipment is used. Lift thickness shall be decreased to achieve the required density as required. Reinforced backfill shall be compacted to 95% of the maximum density as determined by ASTM D1557 at a frequency of 1 test per lift per 100 lineal feet of the wall. The moisture content of the backfill material prior to and during compaction shall be uniformly distributed throughout each layer and shall be dry of optimum, + 0%, - 3%. I! Only lightweight hand -operated equipment shall be allowed within 3 feet from the tail of the Anchor concrete unit. €j f Tracked construction equipment shall not be operated directly upon the geogrid reinforcement. A minimum fill thickness of 6 inches is required prior to operation of tracked vehicles over the geogrid. Metal tracked vehicle turning shouldbe kept to a minimum to prevent tracks from displacing the fill and damaging the geogrid. Rubber tired equipment may pass over geogrid reinforcement at slow speeds, less than 10 MPH. Sudden braking and sharp turning shall be avoided. Filter fabric shall be placed between crushed stone and sand. 1 At the end of each day's operation, the Contractor shall slope the last lift of reinforced backfill away from the wall units to direct runoff away from wall face. The Contractor shall not allow surface runoff from adjacent areas to enter the wail construction site. 11 PERFORMANCE SPECIFICATIONS (cont. Geogrid Installation: Geogrid shall be oriented with the highest strength axis perpendicular to the wall alignment. Geogrid reinforcement shall be placed at the strengths, lengths, and elevations shown on the construction design drawings or as directed by the Engineer. The geogrid shall be laid horizontally on compacted backfill and attached to the Anchor wall units. Place the next course of Anchor concrete units over the geogrid. The geogrid shall be pulled taut, and anchored prior to backfill placement on the geogrid. Geogrid reinforcements shall be continuous throughout their embedment lengths and placed side -by -side to provide 100% coverage at each level. Spliced connections between shorter pieces of geogrid or gaps between adjacent pieces of geogrid are not permitted. Cap Unit: Caps to be attached with adhesive. As -built Construction Tolerances Vertical alignment: + 1.25" over any 10' distance. Wall Batter: within 2 degrees of design batter. Horizontal alignment: ± 1.25" over any 10' distance. Corners, bends & curves: ± 1 foot to theoretical location. Maximum horizontal gap between erected units shall be <_ 1/2 inch. Tree Planting: Contact UES prior to planting any landscaping adjacent to wall, to avoid damage to the geogrid. Keystone Concrete Retaining Wall Units Keystone concrete units shall conform to the following architectural requirements: Face color - concrete gray. The Owner may specify standard manufacturers' color. Face finish - sculptured rock face in angular tri-planer configuration. Other face finishes will not be allowed without written approval of Owner. Bond configuration - running with bonds nominally located at midpoint vertically adjacent units, in both straight and curved alignments. Exposed surfaces of units shall be free of chips, cracks or other imperfections when viewed from a distance of 10 feet under diffused lighting. Keystone concrete materials shall conform to the requirements of ASTM C1372 - Standard Specifications for Segmental Retaining Wall Units. Keystone concrete units shall conform to the following structural and geometric requirements measured in accordance with appropriate references: Compressive strength: >_ 3000 psi (21 MPa); Absorption: <_ 8 % for standard weight aggregates; Dimensional tolerances: + 1/8" from nominal unit dimensions not including rough split face, 1/16" unit height - top and bottom planes; Unit size: 8" (H) x 18"(W) x 12"(D) minimum; Unit weight: 75-lbs/unit minimum for standard weight aggregates; Inter -unit shear strength: 600-plf minimum at 2-psi normal pressure; Geogrid/unit peak connection strength: 500-plf minimum at 2-psi normal force. Keystone concrete units shall conform to the following constructability requirements: Vertical setback: 1/8" t per course (near vertical) or 1" + per course per the design; Alignment and grid positioning mechanism - fiberglass pins, two per unit minimum; Maximum horizontal gap between erected units shall be <_ 1/2 inch. Keystone Unit Installation First course of units shall be placed on the leveling pad at the appropriate line and grade. Alignment and level shall be checked in all directions and insure that all units are in full contact with the base and properly seated. Place the front of units side -by -side. Do not leave gaps between adjacent units. Layout of corners and curves shall be in accordance with manufacturer's recommendations. Install shear/connecting devices per manufacturer's recommendations. Place and compact drainage fill within and behind wall units. Place and compact backfill soil behind drainage fill. Follow wall erection and drainage fill closely with structure backfill. Maximum stacked vertical height of wall units, prior to unit drainage fill and backfill placement and compaction, shall not exceed two courses. Shear Connectors Shear connectors shall be 1/2-inch diameter thermoset isopthalic polyester resin-pultruded fiberglass reinforcement rods to provide connection between vertically and horizontally adjacent units. Strength of shear connectors between vertical adjacent units shall be applicable over a design temperature of 10 degrees F to + 100 degrees F (-10 to 40 degrees Q. Shear connectors shall be capable of holding the geogrid in the proper design position during grid pre -tensioning and backfilling. R.VN_NE_R1CK, P.E. FL. REG. NO. 37711 BATE: J 6� ENGINEER'S SEAL W a 0 J W 0 Z W U) Z 0 W Ln W 0 (0 >W W a 0 0 z U) z O F- Q U Z 06 LL d- U W 0.. i0 {W LL U) = J U) Z Q Q O I- Z_ 00 U W Z Z W J Q Z Q W W Q �j (D O Z_ Z Q F_ DRAWN BY: G.B. DATE: 6/24/05 CHECKED BY: DATE: PROJ. MGR: L.N. SCALE: AS SHOWN PROJ. NO: 01-0012579-005-01 REPORT NO: 03 UNIVERSAL ENGINEERING SCIENCES CERTIFICATE OF AUTHORIZATION NO. 549 INSERT NO: WP-2 no rz:__�ENEF;� eTf;;;;�L�CTUF;;� L NOTEe GENERAL DRAWING NOTES: ---------------------- DO NOT SCALE DRAWINGS, USE DIMENSIONS PROVIDED, TYPICALLY. STRUCTURAL DRAWINGS ARE NOT TO BE REPRODUCED WITHOUT WRITTEN CONSENT FROM RL PLOWFIELD 4 ASSOCIATES, INC. SHOP DRAWING REVIEW SHALL REQUIRE TWO (2) WEEKS FOR COMPLETION FROM TIME OF DELIVERY TO RL PLOWFIELD t ASSOCIATES, INC. CONTRACTORS SUBMITTING SHOP DRAWINGS TO PROVIDE ONE (U SEPIA SET AND TWO (2) BLUELNE COPIES FOR MARK-UP. 00200 BUILDING CODES: ---------------------- FLORIDA BUILDING CODE - 2004 ED. IMPORTANCE FACTOR = 0.11 EXPOSURE B - MAIN WIND FORCE RESISTING SYSTEMS W/ DESIGN PRESSURE=25 PSF 00500 STRUCTURAL. LOADING: .......................... T14E STRUCTURE HAS BEEN DESIGNED IN ACCORD WITH THE BUILDING CODE AND/OR MORE RESTRICTIVE REQUIREMENTS FOR LOADS AS GIVEN BELOW UNLESS SPECIFIC AREAS OF THE DRAWING SPECIFICALLY CALL FOR DIFFERENT LOADING CRITERIA GRAVITY LOADING UNIFORM LIVE LOAD: WIND LOAD AS PER BUILDING CODE. (BASIC WIND SPEED 110 MPH) 01051 DRAWING DIMENSIONS AND COORDINATION: ----------------- DIMENSIONAL INFORMATION, PRICNG, ALL DETAILS AND CONSTRUCTION SHALL BE BASED ON THE ENTIRE SET OF CONTRACT DOCUMENTS. COORDINATE THE REQUIREMENTS OF ALL PROFESSIONALS. USE INFORMATION FROM APPROVED SHOP DRAWINGS TO SUPPLEMENT CONTRACT DOCUMENTS WHESE NECESSARY. REPORT ANY DISCREPANCIES TO THE ARCHITECT PRIOR TO PROCEEDING. THE STRUCTURAL ENGINEER OF RECORD HAS DESIGNED AND IS RESPONSIBLE FOR ONLY THE SPECIFIC STRUCTURAL COMPONENTS SHOWN N THIS SET OF STRUCTURAL CONSTRUCTION DOCUMENTS IF A SPECIALITY ENGINEER AS DEFINED BY THE DEPARTMENT OF PROFESSIONAL REGULATION, IS REQUIRED, HIS SERVICES MUST COMPLY WITH THE SCOPE OF SERVICES AS OUTLINED N THE PROJECT CONSTRUCTION DOCUMENTS. ,1 . .. . r. GEOTEC14NICAL DATA AND RECOMENDATIONS HAVE NOT BEEN PROVIDED. SHALLOW STRIP AND SPREAD FOOTINGS HAVE BEEN DESIGNED FOR AN ALLOWABLE BEARING = 2000 PSP (TO BE VERIFIED BY GEOTECHNICAL ENGINEER PRIOR TO CONSTRICTION) GEOTECHNICAL ENGINEER IS RESPONSIBLE FOR SPECIFYING AND MONITORING ALL TESTNG, INSTALLATION, EVALUATION, AND REPORTING RELATED TO THE FOUNDATION SYSTEM, NCLUDING ALL WORKMANSHIP PROVISIONS RELATING TO THE SOIL - STRUCTURE NTERFACE. THE STRUCTURAL ENGINEER IS RESPONSIBLE FOR SPECIFYING THE MATERIALS USED TO CONSTRUCT THE FOUNDATION UNITS AND FOR THE SELECTION OF VARIOUS SIZE UNITS TO SUPPORT THE STRUCTURAL FRAME. DO NOT PLACE ANY FOOTINGS OR MATS UNTIL RECEIPT OF WRITTEN AUTHORIZATION BY THE GEOTECHNICAL ENGNEER THAT THE PREPARED SUBGR4DE OR DEEP FOUNDATION SYSTEM HAS BEEN PROPERLY EXECUTED IN ACCORD WITH THE DESIGN AND THAT ANY VARYING CONDITIONS ENCOUNTERED DURING CONSTRUCTION HAVE BEEN EVALUATED AND CORRECTED WHERE NECESSARY TO NSUR: PROPER FOUNDATION PERFOFS'1ANCE. CONTRACTOR SHALL DEWATER SITE AS NECESSARY, SO THAT ALL CONCRETE CAN BE PLACED IN THE DRY. ALL BACIPILL SHALL BE ACCOMPLISHED USING MATERIAL CONSISTNGx OF CRUSHED STONE AND/OR MATERIAL APPROVED BY THE GEOTECHNICAL ENGINEER THE BACKFILL SHALL BE COMPACTED TO 95% OF MAXIMUM DENSITY AS DETERMINED BY ASTM D-1551. NO BACKFILL MATERIAL SHALL BE PLACED AGAINST WALLS WHICH DO NOT HAVE PERMANENT FLOORS AT THE TOP AND BOTTOM WITHOUT PROVISIONS FOR ADEQUATE TEMPORARY BRACING OF THOSE WALLS. PROVIDE ADEQUATE EXCAVATION BRACING IN ACCORD WITH GEOTEC14NICAL ENGINEER RECOMMENDATIONS TO MAINTAIN EXISTING FOOTINGS, UTILITIES, AND OTHER IMPROVEMENTS IN A SAFE CONDITION. 02210 STRUCTURAL FILL: ....................... F010ATIONS PLACED ON COMPACTED LIMEROCK STRUCTURAL FILL HAVE BEEN DESIGNED FOR A BEARING OF 3500 PW. FILL TO BE COMPACTED TO 95% OF MAX" DENSITY AS DETERMINED BY ASTM D-1551. PLACE FILL IN LAYERS OF 8" THICK MAXIMUM AND UNDER THE DIRECT SUPERVISION OF A GEOTECHNICAL MNEER FILL TO BE TESTED TO VERIFY COMPACTION. 02260 PROOF -ROLLING: --------------------- SHALLOW FOOTINGS SHALL NOT BE LESS THAN 3'-0" SQUARE AND P-8" EMBEDMENT OR T-O" WIDE STRIP AND V-S" EMBEDMENT AT 3500 POUNDS PER SQUARE FOOT ALLOWABLE NET BEARING ON SOIL IMPROVED BY PROOF-ROLLNG NOT LESS THAN THREE COVERAGES FOR FOOTING WIDTHS OR EMBEDMENTS LESS THAN THOSE SPECIFIED, THE ALLOWABLE BEARING PRESSURES ARE REDUCED PROPORTIONALLY. PERFORM ALL PROOF -ROLLING OPERATIONS IN ACCORD WITH THE RECOMMENDATIONS OF THE GEOTEC14NICAL ENGINEER IN THE PRESENCE OF THE OWNER'S AUTHORIZED AGENCY. 03100 FORMWORK: -------------- CONTRACTOR SHALL DESIGN AND ERECT FORMWORK IN STRICT COMPLIANCE WITH ACI 341. SEE TYPICAL DETAILS FOR CAMBER REQUIREMENTS. CONTRACTOR SHALL COORDINATE ALL OPENINGS AS REQUIRED FOR OTHER TRADES OPENINGS WHERE SHOWN ON THE STRUCTURAL DRAWINGS ARE TO IDENTIFY DESIGN LATENT ONLY. THE SPECIFIC DIMENSIONS AND LOCATIONS SHALL BE FURNISHED OR CONFIRMED BY THE TRADE REQUIRING THE OPENING. PROVIDE CHAMFERS AT ALL CORNERS N CONCRETE MEMBERS EXPOSED TO VIEW. FORMWORK TO REMAN N PLACE UNTIL CONCRETE HAS ATTAINED ENOUGH STRENGTH TO SUPPORT ALL DEAD LOADS PLUS A MINIMUM OF 50 PSF OF ADDITIONAL CONSTRUCTION LOAD. SEE SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS. 03200 CONCRETE REINFORCEMENT: ------------------------------ WORK SHALL BE N ACCORD WITH AC1318-02, ACI 318R-02, ACI 315-99, ACI 318-02, MI "MANUAL OF STANDARD PRACTICE" 2001, CRSI "PLACING REINPORCNG BARB" 1991, WIRE REINFORCEMENT INSTITUTE "MANUAL OF STANDARD PRACTICE -STRUCTURAL WELDED WIRE REINFORCEMENT", 2001. BARS SHALL CONFORM TO ASTM SPECIFICATION A615(61), GRADE 60. WELDED WIRE FABRIC SHALL CONFORM TO ASTM AIRS. CONCRETE COVER SEQUIRED AS FOLLOWS: A) CAST AGAINST AND EXPOSED TO EARTH 3" 5.) FORMED, EXPOSED TO EARTH OR WEATHER % AND LARGER 2" w5 AND SMALLER IV2' C) SLABS AND WALLS - NO EARTH OR WEATHER EXPOSURE +I AND SMALLER 3/4" 2 HOUR FIRE RATING AND LESS 3/4" 3 HOUR FIRE RATING AND MORE 1" Da COLUMNS AND BEAMS - TES OR STIRRUPS 1I'2" LAP SPLICE LENGTHS SHALL BE AS FOLLOWS: 1. ALL LAP SPLICES SHALL BE TENSION CLASS "B" UNLESS OTHER LAP CONDITIONS ARE SPECIFICALLY SHOWN ON THE DRAWINGS. 1. SPLICE LENGTHS SHALL BE SHOWN ON SHOP DRAWINGS 3. USE GENERAL HOOK BAR DEVELOPMENT LENGTHS UNLESS SPECIAL CONFINEMENT CONDITIONS ARE SATISFIED IN ACCORD WITH ACI 318. 03300 CAST -IN -PLACE CONCRETE: TO BE MIXED AND PLACED IN ACCORDANCE WITH ACI 301-99. ALL REINFORCED CONCRETE TO HAVE 28 DAY COMPRESSIVE STRENGTHS AS FOLLOWS. ALL STRUCTURAL ELEMENTS PC = 3000 PSI UNLESS NOTED OTHERWISE FOUNDATION Fr. - 30M PSI SLAB ON GRADE Pc ■ 3000 PSI ALL CONCRETE MIX DESIGN SUBMITTALS SHALL INCLUDE A WRITTEN DESCRIPTION INDICATING WHERE EACH PARTICULAR MIX IS TO BE PLACED WITHIN THE STRUCTURE. 03310 CONCRETE TESTING: - ------------------------ OWNER WILL EMPLOY AN INDEPENDENT TESTING LABORATORY TO PERFORM THE FOLLOWING TESTS AND SUBMIT TEST REPORTS ON CAST IN PLACE CONCRETE: ASTM C143 "STANDARD TEST METHOD FOR SLUMP OF PORTLAND CEMENT CONCRETE.' SLUMP SHALL NOT EXCEED LIMIT INDICATED ON APPROVED MIX DESIGN, OR 6' (WHICHEVER IS SMALLER) ASTM Cm "STANDARD TEST METHOD FOR COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS." CYLINDERS SHALL BE TAKEN FOR EACH MIX DESIGN USED, AND FOR EVERY 50 CUBIC YARDS OF CONCRETE PLACED. TEST CYLINDERS AT THE FOLLOWING AGES: 1 AT 3 DAYS 1 AT 1 DAYS 2 AT 28 DAYS HOLD ONE RESERVE CYLINDER TO BE TESTED AS REQUESTED BY THE ENGINEER P REQUIRED 28 DAY STRENGTH IS ACHIEVED, THE RESERVE CYLINDER MAY BE DISCARDED. GROUTING IS CLASSIFIED AS 'PRECISION GROUTING' FOR SUPPORT OF OPERATING: MACHINE BASES, EQUIPMENT SUBJECT TO THERMAL MOVEMENT, AND BASE PLATES, BEARING PLATES, AND EXPANSION BEARINGS EXCEEDING On IN LEAST DIMENSION. ALL OTHER GROUTING MAY BE "ORDINARY GROUTING". METALLIC AGGREGATE GROUT MAY BE USED ONLY IN INTERIOR APPLICATIONS NOT EXPOSED TO VIEW N FINISHED BUILDING AREAS. USE ORDINARY CEMENT GROUT ONLY WHEN SPECIFICALLY NOTED AS "CEMENT GROUT" ON DETAILS. USE NON -SHRINK GROUT FOR ALL OTHER LOCATIONS. PRECISION GROUT SHALL CONFORM TO CRD-C621-80 WHEN MIXED TO FLUID CONSISTENCY OF 22 TO 25 SECONDS (FLOW CONE METHOD, CRD-C611-80). REQUIRED 26 DAY STFS43THS SHALL BE AS FOLLOWS: CEMENT GROUT 1800 PSI NON -SHRINK GROUT 5000 PSI PRECISION GROUT 6500 PSI 04220 CONCRETE UNIT MASONRY: ALL MASONRY CONSTRUCTION TO BE IN ACCORDANCE WITH "SPECIFICATION FOR CONCRETE MASONRY CONSTRUCTION", ACI 530J-02 AND ALL APPLICABLE LOCAL BUILDING CODE PROVISIONS. ALL MASONRY WALLS TO BE CONSTRUCTED ENTIRELY OF UNITS CONiFMI14G TO ASTM C 90, AND REINFORCED WITH 05 GAGE LADDER TYPE HORIZONTAL MASONRY REINFORCING LOCATED AT 16" O.C. ALL MASONRY TO BE LAID IN TYPE 18' MORTAR (IWO PSI ON THE JOB) WITH FULL HEAD AND BED JOINTS. ALL MASONRY CONSTRUCTION TO BE EITHER BOUND BY TIE BEAM, TIE COLUMN MEMBERS OR TIED TO FRAME WITH 16 GAUGE CONTINUOUS DOVETAIL SLOT AND 12 GAUGE DOVETAIL ANCHOR SPACED a 16" O.C. (TOP AND TWO VERTICAL SIDES) ALL REINFORCED MASONRY CONSTRUCTION SHALL BE IN ACCORD WITH APPLICABLE PROVISIONS OF CONCRETE REINFORCM94T, CAST-N-PLACE CONCRETE, AND CONCRETE MASONRY. VERTICAL REINFORCING SHALL ANCHOR INTO SUPPORTING CONCRETE MEMBERS A CLASS "B" LAP LENGTH PLUS 3" OR FULL DEPTH PLUS A STANDARD HOOK LAPS WITHN REINFORCED MASONRY SHALL BE 48 BAR DIAMETERS. CONTRACTOR SHALL COORDINATE PLACING OF DOWELS TO ACCOMMODATE MODULE OF MASONRY UNITS. ALL VERTICAL CELLS AND BEAMS WITH FEWMINIG SHALL BE FILLED WITH COARSE GROUT CONSISTING OF 3000 PSI CONCRETE WITH S COARSE AGGREGATE. USE HIGH -SLUMP (SUPERRPLASTICIZED) WHERE HEIGHT OF LIFT EXCEEDS 4. WHERE HEIGHT OF OPEN CELL EXCEEDS 4', USE HIGH -LIFT GROUTING TECHNIQUE WHICH REQUIRES A CLEAN -OUT OPENING AT THE BOTTOM OF ALL CELLS AND PLACING THE GROUT N MAXIMUM 4' LIFTS WITH A 30 TO 60 MINUTE DELAY BETWEEN LIFTS. ALL WALLS TO BE RENFORECED WITH S648" O.C. MIN. VERTICAL UNA. FOAM 4 E.IP.S. ROOF STRUCTURE 4 CONNECTION TO CMU PER LANDSCAPE PUGS., TYP. 9 4 9-1 3000 PSI — CONCRETE AND CMU GROUT, TYP. 6 % VERT. IN 3d1_I0 GROUTED CELL W/ STD 1400K a TOP 4 CORNERS 4 a 161, OZ. 05 DOWELS * 40P" O.G. w/ STD. 914 0' 00K le SOT., ALIGN w/ VERT. B(ARS, TYP. SIDEWALK PER SITE/ CIVIL PLUGS. 2 \ 5EC710N 6 ARCHWAY 5-1 j SCALE: 3/4" - V-0" 5 *5 BARS SNORT DIRECTION 4 4 05 BARS LONG DIR IECTION BOTTOM. COMPACT SUSGRADE TO S5% MODIFIED PROCTOR AND 2000 PSF, TYPICALLY. 16'-3p11 51-1i" &'-All \ FOUNDATION PLAN 5-1 j SCALE: V - 1'-0" ❑ J W CIS W Q O U 0 Q R. L. PLOWFIELD & ASSOCIATES, INC. Structural Engineers 1060 Willa Springs Drive Winter Springs, FL 32708 Eng. Business #6295 Phone: (407) 657-6657 Fax: (4.07) 657-8480 plovfieldandassociates.com Robert L. Plow, field, Jr., P.E. FL Registration No. 39759 n L 0 I z Z .Q a uvi W 0 sl�lff Il w LLI W z Z Y O vCD -i ¢ w a Uj 0 0 U Q V) z 0 0 J J . a J . 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(EVERY OTHER COURSE, TYP_) DOWELS w/ STD. 'BOO HOOK BOTTOM TO MATCH 4 ALIGN w/ VERT. REINF. LAP 49 BAR #'a., TYP. (U.N.O.) DOWELS wj(',,'STD SO* HOOK BOTTOM DOWELS w/ STD. 90' HOOK BOTTOM 8" CMU W1 HMZ. TO MATCH* ZIC-Aq w/ VERT. FpziNr-. TO MATCH 4 ALIGN w/ VERT. REINF. JOINT REINF. 0 1&" LAP 45 BAR ** TYP. (U.N.O.) TT LAP 49 BAR O's, TYP. (U.N.O.) O.C., TYP. (EVERY FINISH GRADE PER SITE/ E OTHER COURSE, CIVIL DW38. 0. TYP.) FINISH GRADE PER SITE/ 0 FINISH GRA QD cc CIVIL OLLGS. otf CIVIL DWGS. DE PER SITE/ I F:_9 I F_I I iEd 1 0 Ln 0 -1 ILI L1F=,—,, LIIE,, LIF LL 77 _j I I _11— —, = 0 % CD 0 N. cc 0 'A = %_ 0 EACH WAY z­-4-05 CONT. W1 05 0 14" O.C. BOTTOM, TYP. 4 --4-45 CONT. W1 05 1411 aa .4 • • CU TRANSVERSE, TYP. TY TRANSVERSE, p. Go 4 in .3 C R. In 311 U) 3000 PSI CONCRETE• COMPACT suBGRADE To erm 3000 P61 CONCRETE Ea Ea COMPACT SUBGRADE TO e5% 3000 PSI CONCRETE (n FOOTING, TYP. MODIFIED PROCTOR AND AND CMU GROUT, TYP. lo MODIFIED PROCTOR AND AND CMU GROUT, TYP. EQ. •COMPACT SUBGRAPr= To c35% 41-311 2000 PSF, TYPICALLY. 2000 PSF, TYPICALLY. MODIFIED PROCTOR AND 41-311 # 41-311 2000 PSF, TYPICALLY. -_j 2 5EC; CD SECTION 5GREENWALL wl RAIDIU5EID CAP 1 6ECTION THRU GMU FILAFER TION T'rFIGAL &�REENWALL SCALE: 1'-0" SCALE: -3/4 It 1-0 rZ 5-2 —2 SCALE: 3/4 11 0 11-011 CD �0 CD -0 V) —2 o 0 C`01 C) C 0 L W > r- 0- 0,< " -,-:, , - "00 > a) 0 > 0.2 -6 NO .0-_ N2 —0 L: Lj 0 (1) 0 .2 E/i _0 COL— C-4 O C) C) -t 0 tI it .5m 'CIO, fl� 2 DECORATIVE WALL CAP PER 0)'= 1-04 CONT. TOP 4 2-04 CONT. LANDSCAPE DRAWINGS, TYP. 50TTOM IN SOLID GROUTED BOND BEAM W/ CONCRETE C) -ME CAP, TYP. a -V ERT 4 VE - IN SOLID GROUTED 4. CELL w/ STD. HK_ TOP 4 cP E LL r 4 C: = BOTTOM 40" O.C., TYP. 0 g, FINISH GRADE PER SITE/ CIVIL DMS. ro 45 VERT. 2 .<?St 8 05 VERT. - tj 0 if 19" CMU W/ HORIZ REINF. <Z JOINT RE cu 5 E fill $1111 I'll ill If! iT— U) ' V) 160 O.C, TYP. (EVERY OTHER Uj rq COURSE, TYP.) JIII, w < .4 --3-04 CONT. W/ 04 10" O.C. 'S 0 4 If 1 0 Cl) . .... ... .. TRANSVERSE, TYP. _j U) < WFIELD & R. L. PLO ASSOCIATES, INC. co 3000 PSI COMPACT SU5GRADE To S5% < ry Ea Structural Engineers C> I — 00 CD CONCRETE AND 10 MODIFIED PROCTOR AND " co CMU GROUT, TYP. 2000 PSF, TYPICALLY. 1060 Willa Springs Drive 0 n P0 21-011 Winter Springs, FL 32708 n U_ Eng. Business #6295 0 Phone: (407) 657-6657 Fax: (407)657-8480 0 CD - plowfieldandassociates,com m "t ry MA5ONR""`lr- FILAFEF,, 5ECTION5 9 ca -4 5ECTION PLANTER WALL on SCALE: 3/4" En CD SCALE: 3411 11-011 5-2 =:)z 5=2 CD 00 V) = CO CL 0) LIJ LLI _j 3 L 0 Robert L. Plowfleld, Jr., P.E. FL Registration No. 39 759 of ,. 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Keller, District 4 DATE: November 8, 2006 TO: The Planning and Zoning Commission FROM: J. Antonio Fabre, AICP, Principal Planner 1 THROUGH: Russ Wagner, AICP, Community Development Director 0/1 SUBJECT: Key Isle Apartments Phase 2 Final Site Plan Project # LS-2005-015 ISSUE: Should the Planning and Zoning Commission recommend approval of the Final Site Plan for Key Isle Apartments Phase 2? BACKGROUND: Key Isle Apartments Phase 2 Site Plan is the final phase of the existing Key Isle Apartments located on the south side of Bridge Creek Boulevard and east of Maguire Road. Key Isle Apartments Phase 2 is located on the south side of the existing Key Isle Apartments and on the north side of Moore Road approximately 800 feet east from the intersection with Maguire Road. The subject property is currently undeveloped and sparsely covered with a mixture of cherry trees, oak trees and other varieties of trees. The Future Land Use designation is designated as "High Density Residential' which allows up to 16 dwelling units per acre. The surrounding land use to the north is developed as part of the Key Isle Phase 1 multi -family residential apartments. To the northwest is the Plantation Grove Shopping Center (Publix) and to the southwest is the Plantation Grove Phase 3 commercial center, currently under construction, both of which are zoned PUD-Commercial. To the east is Cross -Creek a single-family residential subdivision, zoned PUD-Low Density; and to the south is Meadow Ridge a single-family residential subdivision, zoned PUD-Low Density and currently under construction. On July 21, 1998, the City Commission reviewed and approved the Preliminary Site Plan for Key Isle Apartments (FKA: The Esplanade at Plantation Grove). The Final Site Plan for Key Isle Apartments Phase 2 as presented is consistent with the original Preliminary Site Plan as approved. The Planning and Zoning Commission November 14, 2006 Page 2 of 3 DISCUSSION: The Key Isle Apartments Phase 2 Site Plan proposes 165 residential units on approximately 11.46 acres. The property is zoned as a PUD which requires a minimum living area of 650 square feet per unit. However, most of the units as presented far exceed this PUD requirement. The architectural theme appears to be reminiscent of Key West architecture. This architectural design is intended to be cohesive with the existing Key Isle apartments. Amenities that are proposed on the site plan are a swimming pool, clubhouse, gazebo, and picnic area. The Key Isle Apartments Phase 2 is design to connect with the existing Key Isle apartments to the north via a private roadway (Treasure Landing PY) and a parking interconnect. The main access will be on the south side via Moore Road. Along with the usual utility improvements, the site plan will provide for a left turn lane on Moore Road for the south access entrance. This entrance will be secured with a decorative metal gate. As shown on the Site Plan, there will be a 6-foot brick wall on both sides (east and west) of the development. The privacy wall on the western boundary has been provided through a joint venture with the adjacent commercial development. There will be a pedestrian gateway to connect with commercial development. Along Moore Road will be a decorative black aluminum fence supplemented with stone columns and appropriate landscaping. The proposed sanitary system is connecting to a private sanitary system. The City of Ocoee will not own or maintain the proposed sanitary system. The Developer of the Key Isle Apartments is responsible to coordinate the utilities connection with the commercial developers adjacent to the west. Finally, a Reciprocal Easement Agreement will be required from the Developer/Owner in order to ensure that utilities, recreational facilities, and access rights (et. al.) will be jointly used and shared with the existing Key Isle Apartments. DEVELOPMENT REVIEW COMMITTEE RECOMMENDATION: The Development Review Committee (DRC) reviewed the Key Isle Apartments Phase 2 Site Plan on October 31, 2006. There were a few minor issues to be addressed from the City Attorney and from the Engineering Department that were identified in written staff comments (see attached) and presented verbally. There was also a new minor technical issue raised on an inlet at the trash storage area and how it was supposed to be connected to the drainage system. All of the issues were discussed and some changes to the Plan were agreed upon. When the discussion was finished, the Committee voted unanimously to recommend approval of the Final Site Plan, subject to making the changes agreed upon at the DRC meeting before the City Commission meeting. The Planning and Zoning Commission November 14, 2006 Page 3 of 3 STAFF RECOMMENDATION: Based on the recommendation of the DRC, Staff recommends that the Planning and Zoning Commission recommend approval of the Final Site Plan for Key Isle Apartments Phase 2, as date stamped received by the City on October 30, 2006, subject to resolving the issues specified on the City Attorney's memorandum, the Engineering Department comments and resolving the issue with the inlet at the trash storage area before the City Commission meeting. Attachments: City Attorney's Memorandum dated October 31, 2006; Engineering Department Comments dated October 31, 2006; Location Map; FLU Map; Zoning Map; Final Site Plan date -stamped October 30, 2006. O:\Staff Reports\2006\SR06053_AF_KeylsleApartmentsPhase2_FSP_P&Z.doc FOLEY FOLEY & LARDNER LLP ATTORNEYS AT LAW MEMORANDUM CLIENT -MATTER NUMBER 020377-0761 TO: Carolyn Alexander, Planning Department FROM: Nicholas N. Palmer, Assistant City Attorney DATE: October 31, 2006 RE: Key Isle — Phase II — Plantation Grove PUD, Final Site Plan; Project No. LS- 2005-015 (Final Comments) In connection with the above -referenced project, we have reviewed the following documents: 1. Final Site Plans for Key Isle Apartments Phase II stamped received by the City of Ocoee on October 30, 2006 (the "Plan"). 2. Reciprocal Easement Agreement dated January 29, 1999 as recorded in OR Book 5675, Page 1537 (the "Reciprocal Easement Agreement"). This memorandum supersedes our previous memoranda dated January 23, 2006, February 23, 2006, June 21, 2006 and October 3, 2006. Based on our review of the documents noted above and pursuant to the Land Development Code, we have the following comments: 1. The Reciprocal Easement Agreement should be amended to provide that: (i) The Phase I Property and the Phase II Property will have shared and joint use of all recreational facilities, and (ii) The Agreement cannot be amended without the consent and approval of the City in an instrument recorded in the Public Records of Orange County, Florida. The foregoing should be submitted to the City for review and approval prior to City Commission consideration of the Final Site Plan. Following approval and prior to City Commission approval of the Final Site Plan, a fully executed original should be delivered to the City for recording, along with a joinder and consent from all mortgage holders. 2. We have no further comments regarding the Plan. Please do not hesitate to contact me should you have any questions. cc: Paul E. Rosenthal, Esq., City Attorney ORLA_426043.1 —F r__ . Mayor S. Scott Vandergrift City Manager Robert Frank Commissioners Gary Hood, District 1 Scott Anderson, District 2 Rusty Johnson, District 3 Joel F. Keller, District 4 Key Isle Apartments — Final Subdivision Review Large Scale Site Plan — 4th Staff Review Engineering Department Comments October 31, 2006 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. (Repeat Comment) Revise general note 9 to reference F.S. 556 regarding, contacting SSOCOF as well as Utility owners 2 days prior to commencement of construction. Revise this comment to indicate that it is a requirement to contact SSOCOF and a courtesy to contact the individual utilities. Revise this note to read as follows: SSOCOF CHAPTER 556, FLORIDA STATUTES, REQUIRES EXCAVATORS TO NOTIFY SUNSHINE STATE ONE CALL OF FLORIDA (SSOCOF) BEFORE BEGINNING ANY EXCAVATION IN THE STATE OF FLORIDA UNLESS A SPECIFIC EXEMPTION LISTED IN F.S. 556.108 APPLIES. AN EXCAVATOR MUST NOTIFY SSOCOF TWO FULL BUSINESS DAYS BEFORE EXCAVATING. EXCAVATORS MAY CALL 1-800-432-4770 DURING BUSINESS HOURS OR USE THE INTERNET TO PROVIDE NOTIFICATION INFORMATION. TRENCH SAFETY CONTRACTOR SHALL COMPLY WITH OSHA TRENCH SAFETY STANDARDS 29 C.F.R., S. 926.650, SUBPART P, AND ALL SUBSEQUENT REVISIONS OR UPDATES ADOPTED BY THE DEPARTMENT OF LABOR AND EMPLOYMENT SECURITY AND WITH SECTION 553.62, FLORIDA STATUTES. The General Notes sheet is missing a large portion of the notes including the above referenced note. 2. (Repeat Comment) The proposed sanitary system is connecting to a private sanitary system. The City of Ocoee will not own or maintain the proposed sanitary system. Provide documents indicating easement to connect to the system as well as agreements as to who will maintain the proposed and existing sanitary system. The agreement provided was between two apartment companies. The agreement to allow for sanitary connection needs to be between the property owner and Plantation Groves (Opus South). (Repeat Comment) Coordinate with Plantation Groves to the west in regards to the water tap and connection on Moore Road. Engineering Department Ryan P. Howard, E.I. Engineer II City of Ocoee • 150 N Lakeshore Drive • Ocoee, Florida 34761 Phone: (407) 905-3100 • Fax: (407) 656-8504 • www.ci.ocoee.fl.us Key Isle Apartments, Phase II Location Map ■■■■■■■■ ■1101111� 'm now RAF— IV■■■■ �►� e - - SHEET INDEX SHEET # ( SHEET TYPE 1 COVER SHEET 2 GENERAL NOTES 3 ' UTILITY NOTES 4 OVERALL SITE PLAN 4A CONDITIONS OF APPROVAL 5 GEOMETRY SITE PLAN 5A STRIPING and SIGNAGE PLAN 6 STORM WATER MANAGEMENT PLAN 6A STORM WATER POLLUTION PREVENTION PLAN 613 STORM WATER POLLUTION PREVENTION DETAILS 7 GRADING AND DRAINAGE PLAN -NORTH 8 GRADING AND DRAINAGE PLAN -SOUTH 9 WATER and SANITARY SEWER PLAN 9A WATER CONSERV II CROSSING DETAILS 9B REUSE WATER EXTENSION - MOORE RD. 10 STORM WATER DETAIL SHEET 1 1 STORM and SECTION DETAIL SHEET 12 WATER and SANITARY SEWER DETAILS 13 WATER and SANITARY SEWER DETAILS BOUNDARY, TOPO. and TREE SURVEY HI HARDSCAPE PLANS H2 HARDSCAPE PLANS H3 HARDSCAPE PLANS H4 HARDSCAPE DETAILS L1 LANDSCAPE PLANS L2 LANDSCAPE PLANS L3 LANDSCAPE PLANS L4 LANDSCAPE DETAILS L5 LANDSCAPE SPECIFICATION SHEET L6 PROTOTYPICAL LANDSCAPE PLANS L7 PROTOTYPICAL LANDSCAPE PLANS 11 IRRIGATION PLANS 12 IRRIGATION PLANS 13 IRRIGATION PLANS 14 IRRIGATION DETAILS 15 PROTOTYPICAL IRRIGATION PLANS 16 PROTOTYPICAL IRRIGATION PLANS LI-1 LIGHTING PLAN A3.01 EXTERIOR ELEVATIONS BLDG TYPE I A3.02 EXTERIOR ELEVATIONS BLDG TYPE IA A3.03 EXTERIOR ELEVATIONS BLDG TYPE II A3.04 EXTERIOR ELEVATIONS BLDG TYPE IIA A3.05 EXTERIOR ELEVATIONS BLDG TYPE III A3.06 EXTERIOR ELEVATIONS BLDG TYPE IV A3.07 EXTERIOR ELEVATIONS BLDG TYPE V A3.01 C CLUBHOUSE, ELEVATIONS, DETAILS A10.01 A MAIL KIOSK PLANS, ELEVATIONS, DETAILS A10.05A Garage 'A' Floor Found. & Frmg.Plans, Elev. & Sections A10.06A Garage 'B' Floor Found. & Frmg.Plans, Elev. & Sections A10.07A Trash Compactor Plans, Sections & Details ELECTRIC: PROGRESS ENERGY 452 E. CROWN POINT ROAD WINTER GARDEN, FL 34787 CONTACT: EDMUND STEVENS 407 905-3302 UTILITY COMPANIES AND CONTACTS: CABLE: BRIGHT HOUSE 844 MAGUIRE ROAD OCOEE, FL 34761 CONTACT: TODD HUDSON 407532-8586 GAS: LAKE APOPKA NATURAL GAS 1320 WINTER GARDEN-VINELAND RD WINTER GARDEN, FL 34787 CONTACT: RICK GULLETT 407 656-2734 TELEPHONE: SPRINT UNITED P.O. BOX 770339 WINTER GARDEN, FL 34777 CONTACT: EDMUND STEVENS 407 814-5386 PARCEL ID# 32-22- WATER CONSERV II (Reuse) Water Consery 11, Woodard & Curran, Inc., 17498 McKINNEY ROAD WINTER GARDEN, FL 34787 CONTACT: AL BOWLIN Off. 407-656-2332 X 225, Cell 407-509-4573, E-mail al.bowlin@waterconservii.com 7111k171 f 1111 11 1 • WATER & SANITARY SEWER CITY OF OCOEE 150 N. LAKESHORE DRIVE OCOEE, FL 34761 407 905-3100 PROJECT TEAM OWNER KEY ISLE APARTMENTS PHASE II LLC CONTACT: JA<IE YOUNG 753 E GLENN AVE AUBURN AL 36830 PHONE: (334) 821-0928 DEVELOPER SSW al"'Id BUSH CONTRACTORS, LLC CONTACT: DOUG BUSH, ED GARD P.O. BOX .2196 WINDERMERE, i-LORIDA 34786 PHONE: (407) 316 8544 FAX: (407) 4818363 MILLERENGINEER EINHOUSE RYMER : BOYLP CONTACT: JEFFREY D. EINHOUSE, P.E. 500 WINDERLEY PLACE, SUITE 100 MAITLAND, FLORIDA 32751 PHONE: (407) 838-8041 FAX: (407) 838-8047 CONTACT: JIM RICKMAN 16 EAST PLANT STREET WINTER GARDEN, FLORIDA 34787 PHONE: (407) 897 1443 FAX: (407) 897 1462 GEOTECHNICAL ENGINEER A.M. ENGINEERING and TESTING, INC. 3504 INDUSTRIAL 33RD STREET FORT PIERCE, FLORIDA 34946 PHONE: (772) 461-7508 FAX: (772) 461-8880 MERB PROJECT #9705.20 OCT 3 0 2006 7,7 GENERAL NOTES: 2. 5. 6. 9. It ALL WORK. SHALL CON FOR.f*vITOTH E LATESI'l CITY OF OCOEE L'IFFILITY &S, 0� "-, THE'CONTRACI-OR SHALL RES:I`ORE OFFS1 , FE CONSTRtJCTION AREAS T() EQIJA�', - BETTER C(1NDITION-i THIAN EXISTED PRIOR TO CO_1V1MFNCEMENT OF C"ONSTRUCTION. THE CONTRACTOR IS DIRECTED 'TO NOTITY 'VIRIX.R. EINFIOUISE. RYMER. & R EQ U 1IR IN, ("T I) k' AvI I ATI ()N' F ROM T'II SE. P LANS A N D S P EC IFIC A`FTON S, PRIOR TO COMMENCEMENT OF CONSTRUCTJON, THE CONTRAC:'FOR SHAIJJ� MEE'T WITH AND SUBMIT A CONSTRUCTIC)N SCI-I'E'DUFL-E, TO TH-E, EN-GT`,;EER, AND SIE'CURE ALI-, NEEDED LICEINTSIE""S AND PERMITS, WFIEN., DETAILS ARE PROVIDED. CONTRACTOR SHALL CONISTR T I_;CT JOB PER S!PECIFIC DETAILS, AND NOT BY SCALING FROMITHESE PLA_NS CONFRACTOR IS RESPONSIBLE FOR VERIFYING ALL SE11"BACKS AND EASFF.'4EN1'q BEFORE RI -:GINNING CONSTRIUCTIONK A I CIT '�ATER. �YSTEIMS AND SANITARY SEWE'R t'l_,T.,PAV-FMFT�T.PAV-Pvfr---'NT'BASE. JR1.3ffING, STOR NAWA TER S E S I E i SYSTEMS THAT ARE TO BE DEPTO LISI-- - fED AND REMOVED SHALL BE DISPOSED OF OFF -SITE BY THE SITE CON-111"FRACTOR., UNLESS DIRECTED BYTFIE OWNER, ALL PA VF-,MEN1­ _Ifm AR KING, STRIWNIKI, SIGNS AND 01"l-Ir.`.R 'TRAFFIC CONTROL. IJT`P"..\4F.N1"* AND INSTALLATKYN STIALL NIEET FDOT AND THE CITY OF OCOEETRANISPORTATION ENGI­NI-_-.'ERT.NG,',,)ND FEDERAL BUREAUJIMANUAL CONTROL DEV*TCF-,S'(V.1U:TCD) STANDARDS RE0.1LATIONS Al r'D N I SSOCOF JI STATE OITNE CALL OIF FLORIDA CIFIAPTER 556, FLI-OP"IDA STAUFFES� REQUIRES EXCAVATORS TO NOTIF'S Y � JNSfNE (SSOCOF) BEFORE BEGINNING A-_JNYEXCAVA'_1tION IN 'FHE SI-WFE OF FLORIDA UNLESS A SPECIFIC EXEMPTION LISTED 11-1-IN F,S. 556,11 08 AP -PLIES. AN EXCAVATCM MIJST NO IFY SSOCOF TWO FULL BUSINESS DAYS BEFORE EXCAVATIN(3. 'EXCAVATORS MAY CALL :-.800-4321-17770 DU;`RING BUISINESS HOI RS OR USE THE INTERNET TO PRE.. VIDE?. N 0 TI F I C A,', T 10N.IN F 0 R N I A T I (_'>N. TRENCI-I SAFETY CON:TRACTOR SHALL COMPLYWITH OSH4k 1"RENCH SAFI*.1Y STANDARDS29 C.F.R, S. 9/26.650, St.fBPARTP, AND ALL S; T T.1BSFQI.TF,-NT REVISTIOINS OR UPDATES ADOPTED BY TIA-E, DEPARTMENT OF I.ABOR AND FEMPLOY'IMENIT SECU;RITY AND WITH SECTI(.1N 553-6-li FT.ORIDA STAUFf'ES. Ti-E CONTRACTOR SHALL FORMI SIDEWA -KS. CURBS, ETC. IN ACCORDANCE WITH THE GRADING AND DRAINAGE PLAN AND SPEC IFICATION-I.S. T-HE MAXR0131\4 LONGITI.TDIIINAL ACCESSIBLE SIDEWALK AND DRIVEWAY SLOPES SHATAL BE 5.091io AND MAXIMIJIM CROSS SLOPE OF 2.0%. ALL DESIGN AND CONSTRIJ;CIRON SHALL ME ETTHE CODES, R.AEG; TzATIONS & R.FQL;:;1R.EME.NTS OF THE11HE CITY LA'11.`ST GIN 1'."t."RING STANDARDS rv1AN*UAL (F'.SMi, ROADW`Y AND TRAFFIC Of" OCOEF SPECIFICATIONS, 1. rl STANDARDS (RTDS) & STANDARD SPECIFICATIONS FOR ROAD, BRIDGE & UTILITY CONSTRUCTIOIN (SSRBU(_`). UNLESS 01HERWISE NOTED, GRADE TO INIEET EXISTING ELEVATIONS ATPROPF,RTY LINES. CONTRACTOR SHALL PROVIDE POSITIVE DRAINAGE OFTHE SFFETOTHE RETENTION PONDS AS SHOWN BY PROPOSED GRADES AND FLOW ARROWS. EXISTR,Xi F1E.'AT_ URES INFORMATION WAS PROVIDED BY ALLENTViz. COMPANY, WINTER. GARDEN, FLORIDA. THE CONTRACTOR SHALL COINSTRUCT .4.LL S'FORNI SEWER APPUTRTEI.-NANCES FIN ACCORDANCE WITH ST JOTRqS -' -I.*.. SPEC I FICA11ONS. RIVER WAJER AND CFFY OF OCOk CON'TIRACTOR SHALL SIUMMIT A "MAINIENANCE OF :'FRAFFIC" PLAN TO `FHE CITV' OF OCOACF. PRJOR. TO CONiSTRIUCTIO-J,14. ASB ',BIT: LT DRAWTN.1--`S -1 A I.T, U i .j S1 A. L BF KEPT BY THE' CON'TR ACTOR AND S LT;9F_111.\,111TTFD 1_0 -1 111- PROJECT ENGENEER 1UPON1 COMPLETION OFTHE SITF THE CON1'RAC1`OR SHATI.A.. COMPLY WITH CITY OF OCOEE REQUI, MENIEN'IS FOR! rNISPEC11ON ANDTIES1ING. THE CONTRACTOR SHALL:'FAKISPECIAL NO1­TCFJ*T1_1'A2'F ALL SPEC! FIC ATIONS AN61 DIETAILS SHOWN *HEREON ARE BELIEVEDIF BF'-Mlr-. LATEST AND MOS-1 ACCURATE AT THF.-.TIME OF DESIGN AND SUTBMITTAL.- TFTIOWEVER T'REE .0 ENGINEER DOES NOT WARR AN'"ItY ANY OF1'H1PROVIDED SPECIFICAIPONS AND DIRTAULS. THESTF*: SPPCfFICA1JONS AND DETAILS ARE SUBJEECTI, TO REVISION BY THE ISSUING _N`U`,JTCTPAI_.TTTES AND AGENCIES. IT IS T`HF SOLE 7 RESPONSIBILITY •OF THE CONTRACTOR TO ENSURE THAT ALL CONS RUCTION, TESTING AND NIA.'IERIALS IN ILIJ T Lf'MITED TOTffE CITY OF, CONFORNM To TIM-. LATEST EDITIONS OF THE DESIGN RE'TERENCES BL'TNO! OCOEE LANE) DEVELOPMENT REGULA"FICYINS. FDOT STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE "OR 1N` __CTIJ CONSTRUCTION, 1"'DO"I" MANIJAL Of LNIFORM MINIMUNI STANDARDS F DESX L CO`NSTRU (IN AND VTS ANDHIGHWAYS (GREENBOOK) ANT.):'I-IHE'.'.-\,iAN...:A.I.. ON L'N1FORM,rRAFFTC CON1"R.01, MAINTENANCE FOR S"FREF. DEVICES F'OR STRE[?A'S AND HIG[-IIWAYS. 3E CC `FED IN ACCORDANCE WITI-ITHE APPROVED' EN(ifl-NEER OF RECORD WILL CERTIFY THEJOB WILL I NISTRUC PLANS AND SPECIFICATIONS AND PRO)VIDEF.. SAID CERTIFICATION- 'TO T -HE , CO PROJECT. . U_r;TY UPPOIN CONIPLETION $?T TIII -EXCAVATION, PAVIN(..i, ST(_)Rpvj SEWER XVORKSH1L-1. 13E DONE INACCORDANCE, WITH FIX.)T* "STAIN"DAR.T.) SPECIFICATION FOR ROAD AND BRIDGE ORAN(3E COUNTY SVECIFICAT'IONS AS WELL AS REQIT RENIFENITS FOR SITE )YORK AS SHONkN , IN THE GE0`1E.-Cf. (A.R.,"PORTS AS PREPARED BY A,'..NI, ENGINEERING AND TES"FING, INC. DATED MARCTI 8,2005 21. THE CONTRACTOR IS RESPON31BLE FOR OBTAENTING, ANY AND ALL GEOTFCT-INTCAL REPORTS PREPARED FOR T`I-TE L SITE ALL SI'I'F(.-;R A )ING IS 1­0 COINFORN11"01TIE REPOR:F. SPEC11FICATIONS AND DI S, 22, SOIL BORING'S JkND SOIL ENGINEEIIUNO3 I3'ERVICES"H.iV%/E BEF'._N, PROA"I'DED BY A.N1. ENG1NEE;*RRN-*G ANDTE,__111NG. INC. ADDITIONAL SERVIC . ES WILL, BE PROVIDED TOTHE C0111INTRACTOR UPON R EQt ' iESTO]"THE OWNER. rfjfs FIRM ASSCAIMES NO RESPONTSIBRATY FOR 1TIE C.'()RR1.`.C1-.NESS, ACCUR-AC"y AND OF THEIR W'ORK. EXCAVATION OFUNSLAT'ABLE FILL AND COMPACTION SHALL BE DONE IN ACCORDANCE W17111,11-1E SOIL REPORT PREPARED BY A.-I'V1. ENGINEER.TNG AND TF-..S-rfN'T(;,, INC., DATED N-I'ARCT-T 8, 1200k. 23. THE BUILDEINIG SI'TE AND POND AREAS SBALL BE CLEARED OF ALL TREES EXCEPT THOSE WHICH ARE DESIGNATED TO B-Ii., SA,`ED OR RELOCATED. BEFORE. C'ONSTRUCTIONT, THE CONTRACTOR STTALL -m-EET AT -p-TE SITE W`FFH 'FHE OWNT.".R. ANND COUNTY STAFF FOR'ES1ER, AT-J."RtS tNY 'I"( R.- SAVED SI-I-M.A., BE POINTED OUT SI-TAL.I., BE PR('.)IT.C'1`1ED FROM )AMAGy"'. 24, 11-1E CON'IRACTOR SHALL INS` ,,-kLL DROP CURBS AND FIANDICAP RNMPS AT ALL ININTERSEC.-TION S 01F 1­11E SIDET ,WALK WM-1 TT-TEPR('.)POSF-I .'r)PAN,T-.,-.A,ff.,-,,NTT(.) MEETF.D.0,T.AND ,AEI' SPECIF-ICATTONS. ALL NIA NFIOLE AINNI) INLE"I" STRLIC: TURES SHALL, BE PRECASTI CONCREI`E THE CONTRAC-110R. SHALL L.;*',S'E C(-')NC,'RETF-, WITH A MINFIN113m 28 DAY STRENINGTF1 OF 3.000 P.S.I. 16. C0N'1`RACT('_)R SHALL 1-11INTSTALL ROAD UNDERDRAINS (IF CAI LE',D FOR (_)N THE PLANS) IN ACCORDANCE WI ill REPORT AS PREPARED BY TFTE GE-.,.O`E-,CT4 ICAL ENGINER. 17 THE C .0N'I`RACTOR SHALL. BE RESPONSIBLE FOR111E NIAINTENANIC_F,, OF ALL LANDSCAPE *BUFFF-,RS, AND DETISNFION FACILITTES, EASEN11-:,-Mrs. HAS BT.-.*I.-.,,'-I�"AC(..'[-,,,T-yl'f.-[.) B*Y'THEM: (_A\/NER.. ALL DISR[ iPIFED AREAS SHALL BE RETT IRNEDTOTHEIR ORIGINAL C()ND-I'TIO, 114E CONTRACTOR S14ALL FAIMILIARIZE HIMSELF W1111 11.1E POLICIES AND GUIDELINES ESTABLISHED BY ORANGE COUNTY FOR PRESERVA110N OF ALL PUBLIC AND PRIVATE PROPERl-tY, THE CONFFRAC!'FOR SHALL BE RESPONSIBLE FOR A LL DAMAGE OR INJURY TO P TY(-)FAW-�'(.-,T-li�RA(,TER,Dl-,:Rl.-.N-'-CiTt-IF,, PROSECU-1-10NOF PRO ER, 1"HE 'WORK.; RESULTIN(i FRON't ANY O.M.-ISSION. INEGY'LECT OR MISCONDUCT IN IRS MANNER OR MIETHOD OF EX-F,..C.-(,7'FIN(*.-i'l"l[4E'�h,,'(*'-�RK, OR AT ANYTIME DUE."F0 DEFEC71VE, WORK OR MATERIALS, X)NTRACTC)R, SITALI INSURE THAT PROPER. SOIL D['NSVI`IES ARE AC1JI1-.`,VED 'FOR PLACEMIL-NITTOP ALL TT4E C.( FOOTTN`GS, RETATNFNG WALLS. AN) IN CiFT.NTERAL, ANY FOOTFNG Sj.jPP0RT DESCRIBED ON THESE PLANS, 11" WILL ALSO BETHE RESPONSIBILITY OF 71HE CONIFFkAC"FORTO INS URETHIAT S1jFF_[CTE.'7N_17 SOR.STESTING3 TJAS BEEN I` PERFOIRNITEDT-IRTOR. TO CONSTRIJ ' ).F. UCTIO.\ 30: THE CO'NIRAC]"OR SHALL COMPUY WITH ORANGE COL)"N"ITY SPECIFICA"FIONS FOR STRIPPIN(.i, CLEARINCi. E _t,�E G Mi-BIN-11G. GRADEN-111G, BACKFILLTNG. AND ENIBAINKME.-N-17 PREPARATTON _WTTFffN ALL D-.-,ST(..T) ROADWAY 3RT.3 RIG.IIT.-OFAVAY SECTIONS, .31. AFTER THE ROADWAY I-TAS BEEN CONSTRIJCTED TO SUBGRADE, IT SHAIJ.: BE PRO OF-ROLLEDTO ASSUTRETHAT PROPER COM.-PACTION TiAS BEEN-111- Ak"I"I 'AINED.THE PROOF -ROLLING AND COMP ACT110N OPERATIONS SF ALL BE INSPECTED AND TESTED BlY A FLORIDA T ICFNSED SOILS EINIGIN'.EER TO ASSURE THAT TT-TE. SPECIFIED COMPA.CT'.10N IS AND ALL _DI.-_`,T,ETERTO`1_T:MA TF`�'R_IALS HANIEBEE.N RE.'-.\110V`F.*,_I..). 'T AT.J.. tjTT ff"IT COMPAC TRENCHES 1NITI-IINT TFIE. TOP 2' OF THE ROADWAY To 98% OF'TTTIE MODIFIED P1 OC'TOR DENSITY, WFITHN C(ITIER AREAS 'I 95%. I OTT-TF '. AREAS AW-110-1 REQ13 E FILJ.. MATERIAL TT II CONTRACTOR W^111, STRIP OR. OTHERWISE RE1,%,TO'VE ALL N .,.& TR VE(.*iETA1`ION SUCTI AS BR[ ' ;S11, 14EAVY SODS. HEANY GROWTH OF (�RASS, DECAYED VE(3ETA:'1JV1-_',,' MeVI'l-ER, Rt �'BBISFI AND ANY OTHER DELETERIOUS NNIATF,.RIAL, BE' FORE EMBANK'NIENT* IS S*TARTED, INIMEDIATELYPRPOR TO THE PLACING OF FILL MATERIALS, ENTIRE, AREA UPONN-1- WHICH FILL IS TO BE FLACE.-J.), SHA-L-L BE SCARIFIED IN A DIREC110N APPROXINIMATE[lY PARALLEL TO THE AXIS OF FILL. THE SOILS E,NGINEER SHALL APPROX,`E THE AREA PRIOR. TO THE PLAC'ENIENT OF FILL 1 34. All: REFNFORCED CONNICRETE PIPE (RCP) ST-1,411. BE MITNIMU"M CLASS 111, OR FDOT (FRK'P) APPRONV`ED EOUAL. 35. ALL STORMWATER PIPE JOINTS WILL BE WRAPPED WIT'll FIL`I*ER FABRIC, REGARDLESS ()F IMATERIAL, 36. AS -BUILT INFORMATION AS -BUILT DRAWINGS WILL BE REQUIRED WITH THE FOLLOWING INFORMATION: A) SANITARY SEWER 1. TOP ELEVATION OF EACH MANHOLE FRAME AND COVER 2. INVERT OF EACH LINE ENTERING AND LEAVING EACH MANHOLE/STRUCTURE. 3. LENGTH OF EACH RUN OF MAIN BETWEEN MANHOLES (CENTER TO CENTER). 4. ACTUAL GRADE OF PIPE BETWEEN MANHOLES. 5. LOCATE ALL SERVICE WYES FROM DOWNSTREAM MANHOLE WITH DEPTH AT LOT LINE AND DISTANCE FROM THE MAINLINE. 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 OF EACH LINE ENTERING AND LEAVING EACH STRUCTURE, INLUDING UNDERDRAIN PIPES. 3. INVERTS OF ALL MITERED END SECTIONS. 4. ACTUAL GRADE OF PIPE BETWEEN 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 LEGTH 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. 0? 0? 00 00 cn cq cN00 00 vs CD CD • 0 11-4 rn 7� U F4 14 Ici 6 cn ca J LU tA 0 U Z ru 0 co 0 LU 0 w 0 U Lj LL Z U_ w U z 0 U tA LLI LZU z z Uj LIJ 0 U 00 U U U. Ulu Lo to LO w tD LLJ 0 ILA � LU 0 U_ j 0 Q LLF z LU 0 U 0 pC L.0 LL_ _j 0 z Uj U U LU DATE: 10/05 SCALE: NA PROJECT NO.: 9702-50 DRAWN BY: BW DESIGNED BY: BW �= CHECKED B : JDF SHEET NO. 2 SHEET 2 of 13 FDEP UTILITY NOTES 1. SEPARATION OF WATER MAINS, SANITARY SEWERS & STORM SEWERS: A. WHERE WATER AND GRAVITY SANITARY SEWER MAiNS CROSS WiTH LESS THAN 12 INCHES VERTICAL CLEARANCE OR THE SEWER MAiN iS ABOVE THE WATER MAiN. THE SANITARY SEWER WiLL BE 20 FEET OF: 1. PVC PIPE UPGRADED TO WATER MAIN STANDARDS AND PRESSURE TESTED. B. WHERE WATER MAiNS AND STORM SEWER PiPES CROSS WiTH LESS THAN 12 INCHES VERTICAL CLEARANCE, THE WATER MAiN SHALL BE 20 FEET OF DUCTILE IRON PiPE CENTERED ON THE POINT OF CROSSING. C. WHEN A WATER MAIN PARALLELS A GRAVITY SANITARY SEWER MAiN, A SEPARATION (MEASURED EDGE TO EDGE) OF AT LEAST TEN FEET SHOULD BE MAINTAINED. WHERE THiS SEPARATION iS NOT MET, ONE OF THE FOLLOWING MUSTOCCUR: 1. THE WATER MAiN iS LAiD IN A SEPARATE TRENCH OR ON AN UNDISTURBED EARTH SHELF LOCATED ON ONE SiDE OF THE SEWER AT SUCH AN ELEVATION THAT THE BOTTOM OF THE WATER MAiN IS ATLEAST 12 INCHES ABOVE THE TOP OF THE SEWER, OR; 2. iF BOTH SANITARY SEWER AND POTABLE WATER MAINS ARE PROPOSED AND THE ABOVE (A) IS NOT MET, THE SANITARY SEWER PiPES SHALL BE UPGRADED TO THE EQUIVALENT PiPE MATERIAL AS THE WATER MAiN AND PRESSURE TESTED. 3. IF THE SANITARY SEWER iS EXISTING: AND iF THE POTABLE WATER MAiN IS PROPOSED, THE WATER MAiN SHALL, AT A MINTMUM, BE UPGRADED TO DUCTILE IRON PIPE, CONSTRUCTED iN SEPARATE TRENCHES, LAID AT A HIGHER ELEVATION THAN THE SANITARY SEWER, AND UTILIZE STAGGERED JOINTS. D. FORCE MAINS SEPARATION APPROV�ErD IN ADVANCE BY FDEP. THERE SHALL BE AAT[ LEAST 10' HORTZONTAL SEPARATION P\EQTJIREIVIE1Vr 5 BliTVYLlitV F01\CE IV4MINS AND POTABLE VY'ATEP\ ,VIAlN AND POTABLE VY'ATER MAiNS MUST BE MAINTAINED UNLESS BETWEEN WATER MAINS AND SANITARY SEWER FORCE MAINS. THERE SHALL BE AN 12" VERTICAL SEPARATION AT CROSSINGS AS REQUIRED ABOVE. E. SEWER MANHOLES NO WATER PIPES SHALL PASS THROUGH OR COME IN CONTACT WiTH ANY PART OF A SEWER MANHOLE. 2. WATER MAIN MATERIALS: ANY WATER MAiN UNDER PAVEMENT SHALL BE D.I.P. MIN. ANSi/AWWA A-21.51/C-151, THiS iS TO INCLUDE ANY SERVICES EXTENDING BETWEEN BUILDINGS A. PVC PiPE- OF NORMAL DIAMETER OF FOUR (4) THROUGH TWELVE (12) INCHES SHALL BE (BLUE) AWWA STANDARD C900. CLASS 150. DR 18. AND SHALL BEAR THE NSF LOGO FOR POTABLE WATER USE AND MUST MEET THE REQUIREMENTS OF ASTM D-1784. B. DUCTILE IRON PiPE FOR WATER MAIN FOR PiPE SiZES OF FOUR (4) THROUGH FiFTY (50) INCHES SHALL CONFORM TO ANST/AWWA A21.5I/C151. C. POTABLE WATER PIPES MUST BE MANUFACTURED IN ACCORDANCE WiTH THE FOLLOWING AWWA SPECIFICATIONS: 1. PVC (WITH NATIONAL SANITATION FOUNDATION SEAL): A. AWWA C900/ ASTM 1784 (4 INCHES TO 12 INCHES) WiTH DR25 MINIMUM; B. AWWA C905 (14 INCHES TO 36 INCHES) C. PIPES LESS THAN 4 INCHES SHALL BE C-901 POLYTUBTNG. D, PVC WATER MAIN JOINTS: 1. PVC PIPE SHALL HAVE INTEGRAL BELL PUSH ON TYPE JOINTS CONFORMING TO ASTM D3139. 2. JOINTS FOR DUCTILE IRON PIPE AND FiTTING JOINTS SHALL BE PUSH -ON OR MECHANICAL JOINTS CONFORMING TO ANST/AWWA A21.11/C111. WHERE CALLED FOR iN THE PLANS, RESTRAINED OR FLANGED JOINTS SHALL BE PROVIDED. E. PVC AND DUCTILE IRON PiPE WATER MAiN FITTINGS: 1. ANY FITTINGS REQUIRED SHALL BE MECHANICAL JOINT DUCTILE IRON OR GREY IRON CONFORMING TO ANST/AWWA A21.10/C110, 25 PST MINIMUM PRESSURE RATING, OR DUCTILE IRON COMPACT FITTINGS FOUR (4) THROUGH TWELVE (12) INCHES IN ACCORDANCE WiTH ANST/AWWA A21.53/C153. F. SERVICE PTPE STOPS AND FITTINGS: 1. SERVICE PiPE: ALL SERVICE LTNE.S SHALL BE V, 1-1/2' OR 2" POLYETHYLENE TUBING. WITH NSF LOGO FOR POTABLE. WATER USE, AND MUST CONFORM TO SPECIFICATION IN AWWA C800 AND AWWA C901. 2. STOPS: CORPORATION STOPS SHALL BE 1", 1-1/2" OR 2" BRASS, EQUIPPED WITH CONNECTIONS COMPATIBLE WITH THE POLYETHYLENE TUBING AND THREADED IN ACCORDANCE WiTH SPECIFICATIONS IN AWWA C800 AND AWWA C901. CURB STOPS SHALL BE SiZED TO MATCH THE METER SiZE AND CONFORM TO THE SPECIFICATIONS IN AWWA C800 AND AWWA C901. 3. FITTINGS: FITTINGS SHALL BE BRASS, CAST AND MACHINED IN ACCORDANCE WiTH SPECIFICATIONS IN AWWA C800 AND AWWA C901 WiTH COMPATIBLE POLYETHYLENE TUBING CONNECTIONS. 4. SERVICE SADDLES: A SERVICE SADDLE SHALL BE USED FOR ALL SERVICE LiNE TRAPS. SERVICE SADDLES SHALL BE DOUBLE STRAP. ANCHORED BY A MINIMUM FOUR (4) BOLT PATTERN ON A DUCTILE IRON SADDLE BODY. SERVICE SADDLES FOR PVC PIPES SHALL HAVE THE DOUBLE STRAP SIZED EXACTLY TO THE PIPE OUTSIDE DIAMETER. SEALING GASKETS SHALL BE BUNA-N RUBBER AND STRAPS SHALL BE CORROSION- RESiSTANT ALLOY STEEL. THE CiTY OR COUNTY MAY REQUIRE A STAINLESS STEEL STRAP AND FUSION EPDXY OR NYLON COATED DUCTILE IRON BODY WiTH STAINLESS STEEL HARDWARE IN AREAS DESIGNATED AS CORROSIVE. G. MARKING FOR WATERMATN: 1. ALL PiPE SHALL REQUIRE INSULATED ivTETALLiC LOCATING WIRE (14 GA. COPPER) CAPABLE OF DETECTION BY CABLE LOCATOR. 2. AND SHALL BE BURIED DIRECTLY ABOVE CENTERLINE OF THE PIPE. 3. AND BE CAPABLE OF EXTENDING 12" ABOVE TOP OF BOX IN SUCH A MANNER SO AS TO NOT 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 CiTY. 5. PAINTING OF D.T.P. iS NOT ALLOWED; USE 6" COLORED TAPE. THE LOCATING TAPE FOR EACH TYPE OF PiPE WiLL BE THE SAME COLOR AS THE PIPE. 6. REFER TO LOCATING WIRE DETAIL ON SHEET 12 OF PLAN SET. 3. SANITARY PiPE A-IATERiALS: A. PVC GRAVITY SEWER PiPE: PVC GRAVITY SEWER PiPE (4"-15" ), SHALL BE ASTM D3034, SDR 35. UNIFORM MINIMUM "PIPE STIFFNESS" AT FIVE (5) PERCENT DEFLECTION SHALL BE 46 PST. THE JOINTS SHALL BE INTEGRAL BELL ELASTOMERiC GASKET JOINTS MANUFACTURED IN ACCORDANCE WiTH ASTM D3212 AND ASTM F477. APPLICABLE UNi-BELL PLASTIC PiPE ASSOCIATION STANDARD iS UNT-B-4. ALL PVC PiPE SHALL BEAR THE NSF-DW SEAL. THE MINIMUM STANDARD LENGTH OF THE PiPE SHALL BE THIRTEEN (13) FEET. B. PIPE MARKINGS: REFER TO NOTE 2-G. 1-6. D. JOINT MATERIALS: PVC PiPE PVC SEWER PiPE JOINTS SHALL BE FLEXIBLE ELASTOMERTC SEALS PER ASTM D3212. E. FITTINGS: ALL FITTINGS SHALL BE THE SAME MATERIAL AS THE PiPE 4. FORCEMAiNS: A. PVC PiPE: PVC PiPE OF NORMAL DIAMETER OF FOUR (4) THROUGH TWELVE (12) INCHES SHALL BE GREEN AWWA C900, CLASS 150 DR 25 OR CLASS 100 DR 21 AND MUST MEET THE REQUIREMENTS OF ASTM D-1784. B. N/A C. FORCEMAiN JOINTS: 1. PVC PiPE SHALL HAVE INTEGRAL BELL PUSH -ON TYPE JOINTS CONFORMING TO ASTM D3139 2. iUA. D. FORCEMAiN FITTINGS: 1. FORCEMATN FiTTiNG FOR PVC SHALL BE THE SAME AS IN NOTE 2-E.i OF THiS SHEET. E. MARKING FOR FORCEMATN: REFER TO NOTE 2-G. 1-6. ALL PVC FORCE MAiNS SHALL BE A SOLID GREEN COLOR. BACKFTLL SFTALL NOT BE PLACED FOR 30 MiNUTES FOLLOWING PAINT APPLICATION. 5. RECLAIMED WATERM.AiNS: A. PVC PiPE: PVC PIPE; OF NORMAL DIAMETER OF FOUR (4) THROUGH TWELVE (12) SHALL BE LAVENDER AWWA C900, CLASS 150. SDR 18 AND MUST MEET THE REQUIREMENTS OF ASTM D-1784. B. DUCTILE IRON PiPE: DUCTILE IRON PiPE FOR RECLAIMED WATER FOR PIPE SiZES OF FOUR (4) THROUGH FiFTY FOUR (54) INCHES SHALL CONFORM TO ANST/AWWA A21-51/051. A MINIMUM OF CLASS 50 UNLESS OTHERWISE NOTED. TO ASTM D3139 C. RECLAIMED MAiN JOINT: 1. PVC PiPE SHALL HAVE INTEGRAL BELL PUSH -ON TYPE JOINTS CONFORMING TO ASTM D3139 2. JOINTS FOR DUCTILE IRON PIPE AND FiTTING SHALL BE THE SAME .AS IN NOTE 2-D.2 OF THiS SHEET. D. RECLAIMED MAiN FITTINGS: 1. RECLAIMED MAIN FiTTING FOR PVC AND DiP SHALL BE THE SAME AS IN NOTE 2-E.1 OF THiS SHEET. E. MARKING FOR RECLAIMED WATER MAIN: REFER TO NOTE 2-G, 1-6. IN ADDITION ALL PVC WATER MAINS SHALL BE A SOLID PURPLE, COLOR. F. IN ALL CASES WHERE REUSE LiNES CROSS WATERMATNS, THE REUSE LINES SHALL BE DEFLECTED UNDER THE WATERMATNS MAINTAINING A MINIMUM VERTICAL SEPARATION OF 12". ALL DUCTILE IRON RECLAIMED WATER MAINS SHAM, BE MARKED WiTH A CONTINUOUS STRIPE, LOCATED WiTHIN T14F. TOP 90 DFGRFFS OF T_TF. PiPE, SAiD STRIPE SHALL BE A MINIMUM 2 INCHES IN WIDTH AND SHALL BE PURPLE IN COLOR. BACKFTLL SHALL NOT BE PLACED FOR 30 MRINT T ES FOLLOW NG PAINT APPLICATION. 6. THE CCNTRACTOR SHALL COMPLY WITH THE LEGAL LOAD RESTRICTIONS IN HAULING OF MATERIALS IN PUBLIC ROADS BEYCND THE LIMITS OF WORK A SPECIAL PERMIT WILL NOT RELIEVE THE CCNTRACTOR OF LIABILITY FOR DAMAGE WHICH MAY RESULT FROM THE MOVING OF MATERIAL AND EQUIPMENT 7. DURING CCNSTRUCTION, NO DIRECT DISCHARGE OF WATER TO DOWNSTREAM RECEIVING WATERS WILL BE ALLOWED. THE CCNTRACTOR IS RESPCNSIBLE FOR MAINTAINING WATER QUALITY, AND RCUTE DISCHARGE WATER iN SUCH A MANNER AS TO ADEQUATELY REMOVE SILT PRIOR TO RUNOFF FROM THE SITE. O. VALVES: A VALVES 2" AND SMALLER -- VALVES SHALL BE BRCNZE, WEDGE, DISC, NCN RTSTNG STEM TYPE, 150 PST MINIMUM WORKING PRESSURE, EQUIPPED WITHWROUGHT STEEL, ALUMINUM OR CAST IRON OPERATING HAND WFIEF.L. VALVES SHALL MEET FEDERAL SPECIFICATICNS WTVV54D, TYPE 1, CLASS A VALVES SHALL MEET CITY OF OCOEE STANDARD SPECIFICATIONS. B. VALVEBOXES: UNITS SHALL BE SCREW TYPE, CAST IRCN, AND A MINIMUM DIAMETER OF 5" WITH COVER CAST WITH THE APPLICABLE INSCRTPTICN IN LEGIBLE LETTERING ON THE TOP "WATER". BOXES SHALL BE SUITABLE FOR THE APPLICABLE SURFACE LOADING AND VALVE SIZE DOMESTIC CNLY AND SHALL MEET CITY OF OCOEE STANDARD SPECIFICATIONS. C. WASTEWATER ATR/VACULMRELEASE VALVE: THE VALVE BODY SHALL BE OF CAST IRCN ASTN4 A126-B; THE FLOAT, FLOOD GUIDE .AND STEM SHALL BE OF STAINLESS STEEL TYPE 304. THE RESILIENT SEAT SHALL BE OF 13L1NA N THE VALVE SHALL BE SUITABLE FOR 150 PSIg WORKINGPRESSURE. VALVE SHALL BE STANDARD TWO (2) TNCHNPT INLET AND OUTLET PORTS. D. RESILIENT SEAT GATE VALVES: VALVES SHALL BE RESILIENT SEAT WEDGE TYPE. VALVES SHALL BE FURNISHED WITH O-RING STEM SEALS USiNG 2 O-RiNGS LOCATED ABOVE AND 1 O•RTNG LOCATED BELOW THE THRUST COI LAK O-RTNGS SHALL BE SET IN THE GROOVES iN THE STEM INTERNAL AND EXTERNAL SURFACES OF THE VALVE BODY AND BCNNET SHALL BE COATED WITH EPDXY TO AWWA C550 STANDARDS. GATES FOR ALL VALVE SIZES SHALL BE COMPLETELY ENCAPSULATED iN RUBBER INCLUDING STEM BORE. VALVES SHALL BE CAPABLE OF INSTALLATION IN ANY POSITICN WITH RATED SEALING IN BOTH DIRECTICNS. VALVES SHALL MEET CITY OF OCOEE STANDARD SPECIFICATICNS. E. RESILIENT TAPPING VALVES: VALVES SHALL BE FURNISHED WiTH THE DESIGN TAPPING FLANGE HAVING A RAISED FACE OR LIP DESIGNED TO ENGAGE THE CORRESPONDING RECESS IN THE TAPPING SLEEVE FLANGE iN ACCORDANCE WITH MSS SP60. TAPPING- VALVES `v.'i rI T-LIE RAISED FACE Cry ,THE TAPPING FLANGE ARE NO I PERMITTED SINCE IT-T; . T n NOT ASSURE THE PROPER ALIGNMENT REQUIRED TO PREVENT DAMAGE BY A MISALIGNED SHELL CUTTER. THE INTERIOR OF THE WATERWAY IN THE BODY SHALL BE FULL OPENING AND CAPABLE OF PASSING A FULL SIZED SHELL CUTTER EQUAL TO THE NOMINAL DIAMETER OF THE VALVE SHALL MEET CITY OF OCOEE STANDARD SPECIFICATIONS. F. ALL AIR/VACUUM RELIEF VALVES MUST END IN A DOWN- ELBOW WITH AT LEAST 12 INCHES ABOVE THE SURROUNDING GRADE UNLESS THE WET SEASCN WATER TABLE CAN BE SHOWN TO BE BELOW THE VAULT BOTTOM. 9. CONNECITON TO EXISTING LINES. TO WHICH PIPING OF THIS CONTRACT MUST CONNECT, THE FOLLOWING WORK SHALL BE PERFORMED) A. EXPOSE BURIED LINES TO CONFIRM OR DETERMINE END CONNECTION. PiPE MATERIAL AND DIAMETER. B. FURNISHING AND INSTALLTG PiPING AND MAKING PROPER CONNECTIONS. C. IF CONNECTION OF THE PROPOSED ACTIVITY TO THE WATER MAIN WiLL RESULT IN A DEPRESSURIZATION OF THE EXISTING SYSTEM BELOW 20 POUNDS PER SQUARE INCH: REFER TO CITY OF OCOEE REQUIREMENTS - ANY ACTION WiLL BE DONE THROUGH THE CITY. 10. RESTRAINED JOINTS: A. SECTIONS OF PIPING DESIGNATED ON THE DRAWINGS AS HAVING RESTRAINED JOINTS OR THOSE REQUIRING RESTRAINED JOINTS SHALL BE CONSTRUCTED USiNG PIPE AND FITTINGS WITH RESTRAINED "LOCKED - TYPE" JOINTS AND THE JOINTS SHALL BE CAPABLE OF HOLDiNG AGAINST WITHDRAWAL FOR LiNE PRESSURES 50 PERCENT ABOVE THE NORMAL WORKING PRESSURE, BUT NOT LESS THAN 150 PSI. THE PIPE AND FITTINGS SHALL BE SHOWN FOR RESTRAINED PUSH -ON JOINTS OR RESTRAINED MECHANICAL JOINTS ON PAGE 416 IN SECTION VT, IN THE HANDBOOK OF CAST IRON PIPE, 4T-1 EDITION. MECHANICAL JOINT DUCTILE IRON PiPE RETAINER GLANDS WILL BE PERMITTED ONLY W'I-TEN R E S 1 KAINEr D JOINTS ARE NOT READILY AVAILABLE. B. RESTRAINED PiPE JOINTS TI-iAT ACHIEVE RESTRAINT BY INCORPORATING CUT OUT SECTIONS IN THE WALL OF THE PIPE SHALL HAVE A MINiMUIYt WALL THICKNESS AT THE POiNT OF CUT OUT THAT CORRESPONDS WiTH THE MINIMUM SPECIFIED THICKNESS FOR THE REST OF TiTE PiPE. C. THE MINTMUM NUMBER OF RESTRAINED JOINTS REQUIRED FOR RESISTING FORCES AT FITTINGS AND CHANGES IN DIRECTION OF PIPE SHALL BE DETERMINED FROM THE LENGTH OF THE RESTRAINED PIPE ON EACH SiDE OF FITTINGS AND CHANGES iN DIRECTION NECESSARY TO DEVELOP RESISTING FRICTION WITH THE SOIL. THE FORMULA ,AND PARAMETERS GIVEN BELOW SHALL BE USED TO DETERMINE THE MINIMUM REQUIREMENTS. D. BOLTS AND NUTS FOR RESTRAINED JOINTS SHALL BE CORTEN, LOW ALLOW, HIGH STRENGTH STEEL 11. PRESSURE AND LEAKAGE TEST OF UNDERGROUND PRESSURE PiPiNG: A. HYDROSTATIC PRESSURE AND LEAKAGE TEST SHALL CONFORM TO SECTION 4 OF AWWA C605-94 SPECIFICATION WiTH THE EXCEPTION THAT THE CONTRACTOR SHALL FURNISH ALL GAUGES, METERS, PRESSURE PUMPS AND OTHER EQUIPMENT NEEDED TO TEST THE LINE. POTABLE WATER PIPES WILL BE HYDROSTATICALLY TESTED IN ACCORDANCE WITH SPECIFICATION NUMBERS C600 AND C605/M23 FOR DUCTILE IRON AND PVC PIPES, RESPECTIVELY. B. THE PRESSURE REQUIRED FOR THE FIELD HYDROSTATIC PRESSURE TEST SHALL BE 50 PERCENT ABOVE THE IdORIV1AL `YVORIGIPdG PP\LSSURE BUT NOT LESS TITAN 150 PSI. TIIE CONTRACTOR SHALL PROVTTDE EPY4PORARY PLUGS AND BLOCKING NECESSARY TO MAINTAIN THE REQUIRED TEST PRESSURE. CORPORATION COCKS AT LEAST 3/4" IN DIAMETER, PIPE RISER AND ANGLE GLOBE VALVES SHALL BE PROVIDED AT EACH PIPE DEAD-END IN ORDER TO BLEED AIR FROM THE LiNE. DURATION OF PRESSURE TEST SHALL BE AT LEAST TWO HOURS WITH NO DROP IN TEST PRESSURE. THE COST OF THESE ITEMS SHALL BE PAID BY THE CONTRACTOR. C. THE LEAKAGE TEST SHALL BE CONDUCTED FOLLOWING THE PRESSURE TEST AND SHALL BE OF NOT LESS THAN 2 I -TOURS DURATION. ALL LEAKS EVIDENT AT THE SURFACE SHALL BE REPAIRED AND LEAKAGE ELIMINATED REGARDLESS OF TOTAL LEAKAGE AS SHOWN BY TEST. LINES WHICH FAiL TO MEET TESTS SHALL BE REPAIRED AND RETESTED AS NECESSARY UNTIL TEST REQUIREMENTS ARE COMPILED WITH. DEFECTIVE MATERIALS, PIPES, VALVES AND ACCESSORIES SHALL BE REMOVED AND REPLACED. THE PiPE LINES SHALL BE TESTED IN SUCH SECTIONS AS MAY BE DIRECTED BY THE ENGINEER BY SHUTTING VALVES OR INSTALLING TEMPORARY PLUGS AS REQUIRED. THE LINES SHALL BE FILLED WiTH WATER ALL AiR REMOVED AND THE TEST PRESSURE SHALL BE MAINTAINED IN THE PiPE FOR THE ENTIRE TEST PERIOD BY MEANS OF A FORCE PUMP TO BE FURNISHED BY THE CONTRACTOR. ACCURATE MEANS SHALL BE PROVIDED FOR MEASURING THE WATER REQUIRED TO MAINTAIN THIS PRESSURE. THE AMOUNT OF WATER REQUIRED IS A MEASURE OF THE LEAKAGE. D. THE AMOUNT OF LEAKAGE WHICH WILL BE PERMITTED SHALL BE IN ACCORDANCE WiTH AWWA C600 STANDARDS FOR ALL PRESSURE. NO PIPE INSTALLATION SHALL BE ACCEPTED IF THE LEAKAGE IS GREATER THAN THE FOLLOWING FORMULAS: 1/2 L = (S*D*(P ) 133,200 THiS FORMULA SHALL BE USED FOR DUCTILE IRON PIPE (DiP). WHERE: L = ALLOWABLE LEAKAGE (GAL/HOUR) S = LENGTH OF PiPE TESTED (LINEAR FEET) D =NOMINAL DIAMETER OF PIPE (INCHES) P = AVERAGE TEST PRESSURE (PSi) P =150 PSI FOR WATERMAINS P =100 PSI FOR FORCEMATNS AND 1/2 L = (S*D*(P i 133,200 THiS FORMULA SHALL BE USED FOR DUCTILE IRON PiPE (DIP). WHERE: L = ALLOWABLE LEAKAGE (GALMOUR) S = LENGTH OF PIPE TESTED (LINEAR FEET) D = NOMINAL DIAMETER OF PiPE (INCHES) P = AVERAGE TEST PRESSURE (PSi) P = 150 PSi FOR WATERMAINS P = 100 PST FOR FORCEMAINS E. THE CONTRACTOR MUST SUBMIT HIS PLAN FOR TESTING TO THE ENGINEER FOR REVTEWAT LEAST TEN (10) DAYS BEFORE STARTING THE TEST. THE CONTRACTOR SHALL REMOVE AND ADEQUATELY DiSPOSE OF ALL BLOCKING MATERIAL AND EQUIPMENT AFTER COMPLETION AND ACCEPTANCE OF THE FIELD HYDROSTATIC TEST, UNLESS OTHERWISE DIRECTED BY THE ENGINEER. ANY DAMAGE TO THE PiPE COATING SHALL BE REPAIRED BY THE CONTRACTOR. LINES SHALL BE TOTALLY FREE AND CLEAN PRiOR TO FINAL ACCEPTANCE, 12. DISINFECTING: PRIOR TO ACCEPTANCE OF THE LiNES, AND PRiOR TO USE OF SAiD MAiNS FOR DOMESTIC PURPOSES, THE CONTRACTOR SHALL FLUSH THE LiNE CLEAR OF FOREIGN MATERIAL AND THEN STERILIZE THE PIPELINE, INCLUDING ALL VALVES AND FITTINGS, IN ACCORDANCE WiTH AWWA C651. 13. CHLORINATION: THE CHLORINATING AGENT SHALL BE APPLIED AT THE BEGINNING OF THE SECTION ADJACENT OT THE FEEDER CONNECTION AND SHALL BE INJECTED THROUGH A CORPORATION COCK, HYDRANT OR OTHER CONNECTION INSURING TREATMENT OF THE ENTIRE LiNE. THE CHLORINATING AGENT SHALL BE ANY COMPOUND SPECIFIED BY SAiD AWWA C651 REQUIREMENTS, SUCH AS "HTH" OR OTHER APPROVED CHLORINE-BEARTNG COMPOUNDS. WATER SHALL BE FED SLOWLY INTO THE NEW LiNE WiTH CHLORINE APPLIED IN AMOUNTS TO PRODUCE A DOSAGE OF 40 TO 50 PPM AND A RESIDUAL OF NOT LESS THAN 50 PPM IN ALL PARTS OF THE LiNE AFTER A 24 HOUR PERIOD HAS ELAPSED. DURING CHLORINATION PROCESS, OPERATE ALL VALVES AND ACCESSORIES. 14. FLUSHING THE WATER LiNE: CARE SHALL BE TAKEN TO PROVIDE DTSiNFECTiONS TO THE TOTAL SYSTEM AND EXTREMITIES SHALL BE CAREFULLY FLUSHED TO ACCOMPLTSH THiS END, �I 15.� FiRE HYDRANTS: SHALL BE 5-114' VALVE OPENING, 42" BURY, 6" MJ SHOE, BRONZE TO BRONZE SEATING, DUCTILE IRON DiRT WEATHER SHIELD, SHOE, UPPER AND LOWER BARREL SHALL BE FUSION COATED PER AWWA C-550.81. DRY BARREL WiTH ONE 4-1/2" PUMPER NOZZLE AND TWO 2-1/2' HOSE NOZZLE 1-1/2" PENTAGON N.S.T. RED PAINT FOR WEEP HOLES PLUGGED HYDRANT MEET AWWA C-502.85 AND UL/FM REQUIREMENTS. HYDRANTS SHALL MEET CiTY OF OCOEE STANDARD SPECIFICATIONS. REFER TO SECTION 52.7 16. BLOWOFF HYDRANT: SHALL BE BOX HYDRANTS HAVING A 2" MAiN VALVE CLOSING WiTH THE WATER PRESSURE. 2" FiP INLET WiTH THE OUTLET BEiNG A 2" BRONZE MAiL NOZZLE, ALL WORKING PARTS BRONZE, OPEN TO THE LEFT, REMOVABLE BRONZE SEAT WHICH SEALS AGAINST A SEAT RUBBER OF NO LESS DUROMETER THAN 85 WITH LOCKABLE IRON LIDS. BLOWOFF HYDRANTS SHALL MEET CiTY OF OCOEE STANDARD SPECIFICATIONS. 17. LEAKAGE TEST FOR GRAVITY SANITARY SEWERS: A. LEAKAGE TEST SHALL BE THE LOW PRESSURE AIR TEST OR LEAKAGE AND/OR INFILTRATION; iN GENERAL, LEAKAGE AND/OR INFILTRATION TEST MAY BE REQUIRED iN AREA WiTH GROUNDWATER. MAXIMUM !. INFILTRATION iS 0.2 GALLONS PER HOUR, PER INCH DIAMETER, PER 100 FEET. MANHOLE MAY BE TESTED SIMULTANEOUSLY WiTH HYDROSTATIC TEST. BY FiLLiNG MANHOLE WITH WATER TO AN ELEVATION 1 FOOT BELOW THE START OF THE CONE SECTION WITH A MINIMUM DEPTH OF 20 FEET WHERE THE MANHOLES ARE TESTED WiTH THE SEWER LiNE NO ADDITIONAL LEAKAGE WiLL BE ALLOWED ABOVE THAT FOR THE MAINLINE !. SEWER. THE MAXIMUM ALLOWABLE DROP iN THE WATER SURFACE SHALL BE 1/2 INCH FOR EACH 15 MINUTES PERIOD OF TESTING. B. THE AIR LEAKAGE TEST SHALL BE CONDUCTED iN ACCORDANCE WiTH THE PROCEDURE FOR "RECOMMENDED PRACTICE FOR LOW PRESSURE AiR TESTING OF INSTALLED SEWER PiPE". AS ESTABLISHED BY THE UNT-BELL PVC PiPE ASSN. PASSING THiS TEST, SHALL BE PRESUMED TO ESTABLISH LEAKAGE TEST LIMITS OF 50 GALLONS PER DAY PER INCH DIAMETER PER MiLE SEWER. C. INTERNAL ViDEO INSPECTION FOR THE GRAVITY SEWER SHALL BE PERFORMED BY THE CONTRACTOR TO CHECK FOR ALIGNMENT AND DEFLECTION. THE TELEVISION INSPECTION SHALL ALSO BE USED TO CHECK FOR CRACKED, BROKEN OR OTHERWISE DEFECTIVE PiPE, AND OVERALL PiPE INTEGRITY. 18. FILLING OF PROPOSED WATER MAINS FROM EXISTING WATER MAINS PURSUANT 1 WILL BE DONE IN ACCORDANCE WiTH AWWA SPECIFICATION C651. NOTE TO THE UTILITY: 19, PURSUANT TO RULE 403.859(6), FLORIDA STATUTES, DO NOT PROViiIE. WATER SERVICE. TO THIS PROJECT ' (OTHER THAN FLUCHTNG/TESTING) UNTiL THE DEPARTMENT OF ENVIRONMENTAL PROTECTION HAS ISSUED A LETTER OF CLEARANCE OR THE UTILITY, SHALL BE SUBJECT TO ENFORCEMENT ACTION. PERMIT TRANSFER: 20. THE PERMITTEE WiLL PROMPTLY NOTIFY THE DEPARTMENT UPON SALE OR LEGAL TRANSFER OF THE PERMITTED FACILITY. IN ACCORDANCE WiTH GENERAL CONDITION #11 OF THiS PERMIT, THiS PERMIT iS TRANSFERABLE ONLY UPON DEPARTMENT APPROVAL. THE NEW OWNER MUST APPLY, BY LETTER, FOR A TRANSFER OF PERMIT WITHIN 30 DAYS. 21. THE PERMITTEE SHALL BE SEPARATELY RESPONSIBLE FOR APPROPRIATE CONSTRUCTION, DISINFECTION AND TESTING BEYOND THE NiETER TO ASSURE POTABILITY AT THE POiNT OF USE. =■ a o 00 00 N N cn CIO,•.ti 00 00 • cd o w � � W o U a U ,� ®■WIN 0 ��y o `n N v M cc Pr 'o (1),o w o �h w w Q = _ = n U Z n o Z w m W c o ZLL w o m Z LL w Q w W m u Y} =m U u m Om Z O a m U w 0 H Z LW u u u u o_ o_ N to w a V) Z u.j V) O uj ILL 0 °C LL z Q W O_ Q 0 WO J J r ~_ ul W DATE: 10/05 SCALE: NA FROJECT NO.: 9702.50 DRAWN BY: EW DESIGNED BY: EW CHECKED BY: JDE SHEET NO. 3 SHEET 3 of 13 6� ;err rr a44 �-- s PLANiTATION GrVE N SHb0P1N E1'TER ; j1 f �` I L------_-I___ f I I I L-------.J-.__ I L-------J_ — I@-----------i I L.-La 1- - i - - - - - - - - I I I I I ' I 1 1 I I I ! I I I I I I I I i I I I I PUBLIX ' ZONING: PUD _U 1 i A En I i `c''"A 59 r_ I ' I I 0 I -- I .L4_o I ( IICY a � I b - 1---------- - - - - - - - - - - - - - ' I I I IU I r--------r--L�---- I I L-------;-- COMMERCIAL CENTE0 (UNDER CONSTRUCTIN) 00 7ZA t ZONING: PUD ' M z 30' Permenent Utility Easement Per O.R. 3427, Pgs. 970-972 O.R. 3578, Pg. 811 O.R. 3534, Pg. 575 O.R. 3490, Pg. 2172 30' & 60' Permenent Utility Easement Per. O.R. 3598, Pg 2594 N 0 / / I / n � h9 I d Cr �J \ I \ 'I 0 03 0 9 71-40 446- 222 I � \ I \ \, 224 225 1 0 \ 226 C \ 4{ l 6 [ TO By 16 [ N h ; s � C co 227 - n �t(an cCD D `® rn w ai CD 22 ® N e� 229 v / � WMEEMY VIE f`y PH TO CROSS CREEK v PiAT SM W. PMM 10-19 f,fa� 230 SUBDIVISION rrr r rrr' ZONING: PUD SINGLE FAMILY r I r r r i ®r I I I I mar Q I r� \ 8 I m �M �a 1771 I 7z -1a I Rm le I I I I 251 II I I I - ---------- i I i I I 252 'I I ----------- SINGLE FAMILY ZONING: PUD I gD: 23 CJ I- — — — — — — — — — — M I I I 254 I I rr I ®r rr I r® r® GARAGE z o3 IFLA �a I \ \ I >k 255 I \\ I 132 132 \, \ EXISTING MOORE ROAD \-- — — a 11 %a a ®lie now a.C�- r_� NwrX— VACANT, ZONING: PUD, LAND USE: NON-AGRICULTURAL X_ . . to M 0 EXISTING ZONING P.U.D. TOTAL LAND AREA 11.46 ACRES APPROVED LAND USE MULTI -FAMILY PHASE II UNITS Carriage House 5 1 BDRM 64 2 BDRM 64 E 3 BDRM 3_ TOTAL UNITS 165 UNIT A-1 BDRM 678 SF (HVAC) UNIT A11-1 BDRM 696 SF (HVAC) UNIT A2-1 BDRM 715 SF (HVAC) UNIT B-1 BDRM 938 SF (HVAC) UNIT C-2 BDRM 1143 SF (HVAC) UNIT C-LOFT 1393 SF (HVAC) UNIT D1-3 BDRM 1264 SF (HVAC) UNIT D2-3 BDRM 1293 SF (HVAC) PHASE II PARKING CALCULATIONS: 165 UNITS x 2.25 SPACES per UNIT REQUIRED SPACES = 372 SPACES PROVIDED: 343 9' x 18' PARKING SPACES 21 GARAGE PARKING SPACES 10 TANDEM (DRIVEWAY) PARKING SPACES 374 TOTAL PARKING SPACES TOTAL LAND AREA 11.46 ACRES IMPERVIOUS AREA SIDEWALKS 0.35 ACRES BUILDINGS 2.05 ACRES PARKING 1.14 ACRES STREETS 2.17 ACRES TOTAL IMPERVIOUS AREA 5.71 ACRES OPEN SPACE AREA 5.75 ACRES REQUIRED & PROVIDED OPEN SPACE 50 % MIN. LIVING AREA 650 SF MAX. BLDG. HEIGHT (3 STORY) 35' SETBACKS MOORE ROAD 35' MAGUIRE ROAD 40' SINGLE FAMILY 25' RETENTION PONDS 15' MIN. BUILDING SEPARATION 20' MIN. MIN, BLDG SEP.(face to face)2story 30' MIN. MIN. BLDG SEP. (face to face) 3story 40' MIN. COMMERCIAL 25' MIN. PHASE II PROJECTED SEWER DEMAND 44550 GPD PHASE II PROJECTED WATER DEMAND 49500 GPD SEE LANDSCAPE PLANS FOR ALL RECREATION AND COURTYARD DETAILS AMENITY SUMMARY 1. ONE POOL 20 X 40 WITH 2,400 S.F. OF DECK. 2. RESTROOMS, 166 S.F. 3. CLUBHOUSE/LEASING TOTAL: 1070 S.F. LEASING = 232 LF CLUBHOUSE = 838 LF 4. TWO COURTYARDS, 1,100 S.F. EACH WITH TREES, SHRUBS, AND ANNUALS AND BENCHES 5. PICNIC AREA WITH TABLES, BENCHES AND GRILL 6. GAZEBO 7. MULTI —USE OPEN FIELD 00 O 4i M M cC a W 7 .o�� U Q, U ►� �o O M .o �w b B a o� ui w tA Q O U_ z � o z M m w. rn o Z w o W W u Y} Um U m om z O a o: U W W W � 0 I- U v m m o w m F rn p V) z Q z W �— U_ W LU O Ln Q o J W � �J cn w — u > O W DATE: 10/05 SCALE: 1"=60' PROJECT NO.: 9705.20 DRAWN BY: BW DESIGNED BY: BW CHECKED BY: ,JDE SHEET NO. 4 SHEET 4 of 13 KEY ISLE APARTMENTS CONDITIONS OF APPROVAL: 1. WATER AND SANITARY SEWER SERVICE WILL BE PROVIDED BY THE CITY OF OCOEE. 2. NO PART OF THIS SITE IS LOCATED WITHIN THE 100 YR. FLOOD ZONE. 3. THERE ARE NO CONSERVATION AREAS ON SITE AS DEFINED BY THE CITY OF OCOEE COMPREHENSIVE PLAN. 4. THE STORMWATER IMPROVEMENT FOR THIS SITE MUST MEET CRITERIA AS SET FORTH BY THE CITY OF OCOEE AND ST. JOHNS WATER MANAGEMENT DISTRICT. ALL RETENTION PONDS WILL BE WET AND A MINIMUM 6' DEEP. 5. THIS PLAN IS BASED UPON AND REFERENCES THE REVISED LAND —USE PLAN FOR THE PLANTATION GROVE P.U.D. SUCH REVISED LAND —USE PLAN AND THE CONDITIONS OF APPROVAL BEING INCORPORATED HEREIN BY REFERENCE AND MADE PART OF THIS PLAN. 6. THE OWNER AND/OR THEIR SUCCESSORS AND ASSIGNS SHALL BE RESPONSIBLE FOR MAINTENANCE OF ALL OPEN SPACE, RETENTION AREAS, RECREATION AREAS, ROADWAYS, WALLS AND STORMWATER MANAGEMENT COLLECTIONS SYSTEMS. 7. A BLANKET EASEMENT OVER THE ENTIRE SITE WILL BE CONVEYED TO THE CITY OF OCOEE FOR PURPOSES OF ACCESS AND UTILITIES. SUCH EASEMENT SHALL BE SUBJECT TO CITY REVIEW AND APPROVAL AND MUST BE PROVIDED PRIOR TO THE PRECONSTRUCTION CONFERENCE. 8. THE CITY OF OCOEE IS SUBJECT TO THE TERMS, PROVISIONS AND RESTRICTIONS OF F.S. 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. 9. THE CITY WILL BE GRANTED ACCESS EASEMENTS OVER ALL INTERNAL STREETS FOR EMERGENCY AND LAW ENFORCEMENT VEHICLES. 10. THE PLANS ARE SUBJECT TO AND MUST COMPLY WITH THE CERTIFICATE OF VESTING CV-95-01. THESE PLANS ARE ENTITLED TO VESTED RIGHTS WITH REGARD TO CONCURRENCY AS OUTLINED IN THE PLANTATION GROVE P.U.D. CERTIFICATE OF VESTING CV-95-01. 11. THIS PROJECT CONTAINS A MINIMUM OF 50% OPEN SPACE AS DESCRIBED IN THE P.U.D. DOCUMENTS. 12. PEDESTRIAN ACCESS WILL BE PROVIDED FROM THE MULTIFAMILY SITE TO THE COMMERCIAL SITE. 13. VEHICULAR ACCESS TO MOORE ROAD WILL ONLY BE ALLOWED AT THE LOCATION SHOWN ON THIS PLAN. ANY ADDITIONAL_ ACCESS TO THESE ROADS WILL REQUIRE APPROVAL FROM THE CITY OF OCOEE. 14. LANDSCAPE BUFFERS AND FENCING ADJACENT TO THE SINGLE FAMILY DEVELOPMENT WILL BE INSTALLED PRIOR TO THE COMMENCEMENT OF SITE GRADING. 15. ALL BUFFERS AND LANDSCAPE TREATMENTS ARE SHOWN ON FINAL LANDSCAPE PLANS. 16. ALL GROUND FLOOR UNITS WILL BE HANDICAP ACCESSIBLE PER THE FAIR HOUSING ACT. 17. THE PROPOSED SECURITY GATE(S) WILL BE EQUIPPED WITH THE OPTICOM SYSTEM AND A "KNOX BOX" AND WILL BE COORDINATED WITH THE FIRE/POLICE DEPARTMENT PRIOR TO INSTALLATION. 18. PARKING FOR RECREATIONAL VEHICLES AND BOATS WILL NOT BE ALLOWED ON THIS PROJECT. 19. ANY DAMAGE CAUSED TO 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. 20. 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. 21. STREETLIGHTS WILL BE INSTALLED PRIOR TO A CERTIFICATE OF COMPLETION BEING ISSUED, AND THE COST OF OPERATIONS WILL BE ASSUMED IN ACCORDANCE WITH THE PROVISIONS OF THE CITY OF OCOEE LAND DEVELOPMENT CODE IN EFFECT AT THE TIME OF ISSUANCE OF A CERTIFICATE OF COMPLETION. 22. IN ORDER TO ENSURE THAT AS MANY EXISTING TREES AS POSSIBLE WILL BE PRESERVED, ALL ROAD RIGHT—OF—WAYS AND RETENTION AREAS WILL BE FLAGGED FOR REVIEW . BY THE CITY AND THE ENGINEER PRIOR TO ANY TREE REMOVAL. NO CLEARING PERMITS WILL BE ISSUED FOR SITE WORK OR BUILDING CONSTRUCTION UNTIL ALL TREES TO BE PRESERVED HAVE BEEN CLEARLY MARKED WITH TREE PROTECTION BARRIERS. 23. EXISTING TREES 8" OR LARGER (OTHER THAN CITRUS OR "TRASH" TREES) ALOCATED 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. 24. 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 IN THE PLAN. pop pop ��up b0 _ tea' ciscd •^� o W •T-4 U a U �4 �O4) 0 0 N � M co a -o 4),o w 3� CD 0 a W W z w " 00 w 0 O 0 Z w O ZLLW d W�� u o um u m om z 0 u W z ° w 0 }u F u W 0 a ° _I tii O z o Fie LIJ CIL _j Qu- clt'- LLi LI_ o O Q O W LL z O O U W � Is/z O V DATE: 4/06 SCALE: NA PROJECT NO.: 9705.20 DRAWN BY: BW DESIGNED BY: BW CHECKED BY: JDS SHEET NO. 4A SHEET 4 of 1 3 00 LL << w / CROSS CREEK 'PHASE 2 ° !e PLAT BOOK 37, PAG` ;18 ! ( ° I L LO L' i f /LO C14ry �-- j ° LANDSCAPE ✓'` ` , `� ® / ( i BUFFER o s \ �� �. --// ° �. r ;'I .�. �. BUILDING o / 4 NUMBER OF PARKING-..�- ' -- — ' o ° SPACES, TYP. / E°+ SETBAC* 10 \ `� 0 LANDSCAPE `� ,/ o 4 "`' •r -,:_� BUFFER t-- „""".►"o '� — -- ---- —------- -- -- — Grill ' 10 10 6 BUILDING 10 s O N 4p C2,� 2 PICNIC TABLES woo..•�-- ___ \ o ETBACK 'moo. 10 o o N o �1 0� ' O \ N icl N Grill 0 / / M q �, 10 1 °5 10 // s° 5 3 a 5' Zidewalk, 3' south 12 4 sicewam 5 w o/V property line S' IV 10 - — N } / s of ui walk, back Demolish and removb ' typ • s, IV � w r 10 7 0 5LO \ 10 2-1 Ia RgGE 4 O aar' O Ui N 5 asphalt path / Z B �> Z IV _ NUMBER OF PARKING SPACES, T*- 0 0 0 O N / � I04 CID W , o , o > ,n N t IIb ( I 1 5' S' N I �� 5, .. 5 R ute 5' Walk b/ ind e siting fire rant N H Ram v _ Mil IV V IV o in K) 0 Dem lash 3nd remove 5' DE ALK MAl Al N 1 ±65 cur ng BL SIDS KIO o o N N .N 3 5' 8ZZ — ~ 00 �J �O C — — — — —Ce — — w ' 01 `n d - - - -Uj- 8 ! I r-- --`-" C Rant I 1 , � �' 11 8 5 '� o �-,...--------- ---- -- ----- f =, CQ5' sId awalk, property line r _ of N _ ` - - - N I D�, olish and remove rash Compactor r ,yry• -_ 129R9- - - - '- - - _- dA sp � path HC Rai ae: r 3 1 r m = 5' SIDEWALK TO I a� ' : 1 ''`�► r_-1T_'----1--------�----------_-_�_,.-_� Il PEDESTRIAN ACCESS' °; 2F P r . _ —,: GATE, SEE L.A. PLANS I 1 I 5SI K WHEN SIDEWA ADJACENT TO I LOT I : �_'l r' I D _ ARKING PA , TYPICAL LOT 2 L_ _ I 1 - - ( OPUS SOUTH - - -I PLAT BOOK 33, PAGE 21 II I I I I I I iI I I I I —I_L 1.--T ---------i �_ j l l l--i--- ►®®� I I I, L .S 11 4, q V / s � � BUILDING 10 NUMBER IV / 4 Ln 6 N II N BUILDING TYPE / 2 4' sl 17 C2 1N N I I � I aQ f N ^ � N N s / POOL 0 8 18 5 �," IV OF KIOS4 0 0 cV N MIA IV „" V , y �v 4 sidewolk0 s BUILDING NUMBER 2 0 Q 8 c� O 0 LO 00 O o 5' idewa k, back I of Duildln 3, typ. BUILDING III TYPE IIa I O - s 5, 4 sidewalk 5' 5° O N 6 � PLANTATION GROVES SHOPPING CENTER I 1 PLAT BOOK 43, PAGE 10 I I 1 ( 1 LEGEND: I I 1 1 10 NUMBER OF PARKING SPACES ® BUILDING NUMBER w IV BUILDING TYPE Cn 0 0 00oo 00 Q� M M 20 W � � U a U ►� o � M A a ;o o a�i CIS w W Q U Z ZW 00 W O O 0 Z w 0 Z U. w Q WLU� u �} o um U m om Z 0 a w U CA W 0 W U co c a 0 V/ Z E— Q z Q J U.jCL 2 oLL w CC Imo; V) Q LIB � O Q O W "' J O W U O W W V DATE: 10/05 SCALE: 1"=40' PROJECT NO.: 9705.20 DRAWN BY: BW DESIGNED BY: BW CHECKED BY: .JDE SHEET NO. 5 SHEET 5 of 13 O � O O U 00 00 0 ' fy M .� p c O � U p, U ►� c y^ N U M w -o O a�i �w 3� o UJ w QD u = Z � o z w r 00 w 15, C z Z LL W Q w L U Ltl Y } Vm Idau m z 0 a u w LLJ u �o� }v U to O p n�i O N w t1D ~ °v � Q 0 Z cl— V Q (Wi Z � V W 0 LL Z ry LL V Q W L a, O Q o W LL o J� _ V to >- u Z w CL Intloo V) DATE: 10/05 SCALE: 1"=40' PROJECT NO.: 9705.20 DRAWN BY: BW DESIGNED BY: BW CHECKED BY: ,JDE SHEET NO. 5A SHEET 5a of 13 J / � B I � / 1 „ I / za B Z 6 / D / I B o r� B ti DROP CURB, SIDEWALK FLUSH �= WITH PAVEMENT TYP. END TYPE 'D' CURB, °� o ~` CONTINUE W/ RAISED THICKENED EGDE SIDEWALK, TYP. k V 15.,w 132.95 f 16 a � 132.95 l' v fi 19 IV t � 132.25 1Y Iva S 2.00 v Ia �RAcF 18 V 132.05 IV 132.30 �BJ IV f� --------------- j 1,' SAWCUT AND I ( I s �'' $ e MATCH EXISTING < P PAVEMENT GRADE -------- �i i- —I -I— — — — — zg I II I zn LOT 1 i L_ I I I I 10-�� L--- I OPUS SOUTH — — —I PLAT HOOK 33, PAGE 21— �l I I I I I I FINISHED GRADE I i L _— I_— —J — — — — — — -T I I I I----I----� VARIES 8" or 10" YARD L DRAIN I I 1 !I MAINTAIN 1' MIN. SEPARATION 4" WATER SERVICE OR FIRELINE SEPARATION REQUIREMENT DETAIL N /f CROSS CREEK PHASE= E2 1 EX/ST PLAT HOOK 37, PACE 16 POND- CC2 I 1 ® Oil tI � C 10 i 132.15 IV 1� 132.00 I IIa IV / -- .� actor i Comp CONSTRUCT FLUMEPER I ! I i I ! I I I I ! 1 ! ! ! 1 ! ! 9"WIDE x 8"THICK I ! I RIBBON CURB I j w/ WHEEL STOPS ! ! I ! ! >30.0 j 30. V 732.71 75 r `� 132.60 II[ � IlI O CD 132.10 132.30 >39. I V r-' II 1 - IM FDOT INDEX #280 L DROP CURB, V- 9"WIDE x 8"THICK TYPICAL I SIDEWALK FLUSH RIBBON CURB WITH PAVEMENT w/ WHEEL STOPS TYP. I LOT 2 PLANTATION GROVES SHOPPING CENTER PLAT BOOK 43, PAGE 10 }I NOTE: 1. SEE SHEETS 7 and 8 FOR YARD DRAINS/ GRADING/ SPOTS/ CONTOURS. l 2. CONCRETE TRENCH CURB USED THROUGHOUT PROJECT, EXCEPT AS OTHERWISE NOTED. I 3. SEE SHEET 6A FOR EROSION CONTROL PLAN & NOTES. m I I I n II II I ► a� I I ( I I ( I t7 I I I I 9"WIDE x THICK I RIBBON C B I / WHE STOPS I I I I I `4- N I ( I � nn � DROP CURB FOR H.C. RAM P EX. POND 4B CIyZ 127.00 CIE WII 9 pi-Ou ^� O MCI. U W taA a U W cC U a U a o N y^ V M c�7 a 10 o ;w S � a u; uN U Z Z W 00 w 6 0 O uj ZLLW d W00 W U Y} u m om z O a a u W 0 U U Lu o Z Q to � z Q ■ w 2 W o LLLL V �G w Q o Q Q O W o oC J W cn _ U Q W 0 DATE: 10/05 SCALE: 1"=40' PROJECT NO.: 9705.20 DRAWN BY: BW DESIGNED BY: BW CHECKED BY: ,JDE SHEET NO. 6 SHEET 6 of 13 A / � `>•'r6'� o. �, ,� / F �� / � �' / °� / r' � 13 i I i d I ;, I I I ; I i I f I I I I if Cl _: I I I ° ° I go �2�90 ®P - 3A S CREED PHASE_ 2 CROS EXIST. PLAT BOOK 37, PACE: 16 POND — CC2 I j I I f } ..fp� t r,. ® JAI °� SILT FE'NCk i" ^ 'k � , ' ,/ P a-= I ..�. � �,_ AI.DNa EA►sT� � _- �29 � /' ;y ° €'j p r'r s x 1 y� w I a 80UNDARY 'CIO, �•,." „ oo ` '�` 67 91d, -FAt ` ....r�� / 4 \`' SILT FENCE e�zG'rr TURBIDITY�y ` �� I I ! i E c y ° �" ;,, °•.,r - a ..-_ r `�'`� ALONG EAST , - . � � .' p© NOR BARRIER ,�„�-.==�„ %i./��,'` r y„n: '"' � ( -79 ma, E'f-" j - v /' f� r :i 1 ,o( ♦ a^ t0 rl Lii ✓' ✓ r �: l' / `-/ _ 3t _I' ....,, ., t3 ' , ♦ �� `` p 9 i Fuu d.� ii E �' �r ...�„" _ ,,.e"" „,^.'✓` - _ ' .a...._. � �,.. �. '��—'�.. . ffl. ,y I A \N ` � _,. ' AfF': �' � `=4 �,.' u4: t _ ® x..,I:_.I�S-W'® .'•�. - - _o... _...:m - p L4. r �mm , _. r? 3 I _ -v I I 3076 „ C�— a cc2 .�. r —� I i � : > 1 s m .c I 77ALES �— 1 3\;�31 ' _, i ,/4 ^' ,.:�•: - } a a ,-r .,,°"60� ��'Sr% Fes' ' 3 r r,✓-R�� �,{�a6i " + ` F - ! �"`�.: \ �,'` - - � A a ° � � �,, � :C TJ _ — — — — r o O � � � i a ' ✓-� -- �'w_ "/ , ." � , . ,-.,�-':.. '' =�' �, _ _ . --- 58' ®0.67.8' � Gr � ® {I�1I!" ;� '\,'_ - _� - - - - - „\„1 r`, P a'' •la^' .:.y. yt Q• �.�-�" � � ,� � .� � i I h I � �I 4^• �° r � ,F" F 1 '� � � � - /..� _ :t ��� � � ! 3 S � j F' I1132 I 't • ° r i n r sal + _„ i r%'i ' 6 9 �' A` ✓F I F 12if I f�, i : •y': Y""U /kl®,r I % I (10 zY 14- � s f /l 1 V 132.15 132.45 1 2.25 I? �II I� �,p� n, c I •, • ,Iq �•,. � � 11 .JGILB �r!a' P �' .�� ' r I e'�. h° / I V V IV I! 32.35 t'AIR ,� J '".•' - r f fi , E I p, HOME, ME It `i•V -�.. 6 \ - I I C�f e'�;�rA h t� r �'t I f JJ 1 t , $\ I F�j a r132.95 i �,.,• ,' r Ali � �� r � 4 � I s � / � 4 a L ®y s C3 r ; 4,� a` S ,F X °\ x I t l ( ((t e 'a, ® ( 132.95 / 1 o a ° ® x' { ' s-� '1 I ul d ' � :, ,A Is �: I 'k 1 ar' F32.7 5 ° 132.00 0� r 132.00 Ar LR r 8� ° I I j r� t rf I I a = I a® IT r s--�� I b E ! t' ° � c r IER 1IV ^e h it 17 . t I — r w yy� "_ , - .,I --ram •: 4 � ' i POOL 0 ] f,-`J f( o k P ^-, 1� -� ? �1 i .t" J/),tI I� I � •96" ../� J'pF F`� : r"�` �t k ® /(/ 1 ��'. ( C Sy, 1 '� s A r i �, r.'d ,.Ys ;f! IhG . 132.05 CLUB, 132 10 2 3�. m 9 f \ \ � LEASE I V fV All 58 GA I 2221® O. SILT mmc ra _ I V V2'® 0. 0.5O i D7�fA /16N! ' ' i ° i ( I I �.� a� a� r x , S 60 105'® 0.50.Y '1?2'® - \ I t I; Fa 4. °IJ ---r,` f I �` Ili � u° x _ p I' I A �-► r a A CONSTRUCI -—._� ♦ e s- -49 g FHARR ER 55 -•�f � a I I ( � _ — 825 ®0 I EX. POND 4C � Compactor — 0VIZ 7.0 , P I — — — — — — — — — — ., ...........—._—"_--�.-^'�'�,—��'—'—•,M�— c=rc ., , ......... ... .......... c.-..:::� ^.ter.— m--,�,.............. -'--- �„_.,: -- — -- «; kx r—— -------------------L----- — — —-� --Ijw SOILS BOUNDARYMUd Zm — -I I �` ` I re LOT 2 �� r LL hu t- e - �O� RZZ PLANTATION GROVES SHOPPING CENTER I I� `z` I (I PLAT BOOK 43, PAGE 10 r I ( 1OPUS TH _f FLAT BOOK 330lJ PAGE 21 I I _I_L-1-1_L� _� __ I I I (_____J I I L _J w I. I t T X POND 46 c�� 127. oo w SOILS LEGEND: 44 SMYRNA FINE SAND 26 ONA FINE SAND 46 TAVERES FINE SAND, 0-5 PERCENT SLOPES SOILS INFORMATION FROM: SCS SOILS SURVEY OF ORANGE COUNTY PER 0 U) W 0 U 42 E2020� ^�oo� a� 0 5 U a U i VJ r/ ZwCIS� U M P, 2 �o �w b �a acd o u, w a0 == U Z O Z w 00 W 0 z� Z Lt. w Q w u m Vu mom z 0 a U In w 0 w Q z :5 IL z O V) W Q UJ U W 6 O CL z Q w o W Q O :D W O t% O^ U ce W W C� G GG O DATE: 10/05 SCALE: 1"=40' PROJECT NO.: 9705.20 DRAWN BY: BW DESIGNED BY: BW CHECKED BY: JDE SHEET NO. 6A SHEET 6A of 13 Vinyl Sheathed EAW Steel Cable (9800 Lbs Breaking Strength) With Galvanized Connectors (Tool Free Disconnect) Slotted PVC Connector Pipe /Metal Collar Reinforced) Closed Cell Solid Plastic Foam Flotation (8" Did. Equlv.) (17 Ms. Per Ft. Buoyancy) (�l8 rTeset) Oz. Nylon Reinforced PVC Fabric (300 psi Test) n Reinforced Stress Plate " 000 psi Galvanized Chain Lacing Grommets Ve TYPE ZTYPE I oa DI = 5' Std. (Single Panel For Depths 5' or Less). DE = 5' Std. (Additional Panel For Depths> 57. Curtain To Reach Bottom Up To Depths Of l0 Feet. Two(?) Panes To Be Used For Depths Greater Than l0 Feet Unless Special Depth Curtains Specifically Called For In The Plans Or As Determined By The Engineer, NOTICE, COMPONENTS OF TYPES I AND IT MAY BE SIMILAR OR IDENTICAL TO PROPRIETARY DESIGNS. ANY INFRINGEMENT ON THE PROPRIETARY RIGHTS OF THE DESIGNER SHALL BE THE SOLE RESPONSIBILITY OF THE USER. SUBSTITUTIONS FOR TYPES I AND II SHALL BE AS APPROVED BY THE ENGINEER. FLOATING TURBIDITY BARRIERS LEGEND • �Q�� '� �" � Proposed Toe Of Slope Pile Locutions � 11 8 ® Dredge Or Fill Area -w Mooring Buoy w/Anchor Existing Causeway —i Anchor O Barrier Movement Due .. To Current Action Shore Line ypTt�i ICI Typlad Current Structure Alignment NOTES: I. Turbidity barriers are to be used In all permanent bodies of water regardless of water depth. 2. Number and spacing of anchors dependent on current velocities. J. Deployment of barrier around pile locations may vary to accommodate construction operations. 4. Navigation may require segmenting barrier during construction operations. 5. For additional information see Section 104 of the Standard Specifications. Post (Options: 2" x 4" Or 2; Min. Dia. Woods Steel � 1.33 Lbs/Ft. Min.) i 41 g lb Type III' Silt Fence Closed Cell Solid Plastic Foam Flotation (6" D/a. Equlv.) (12 Lbs. Per Ft. Buoyancy) Polypro Rope (600 lb. Breaking Strength) 4'Galvanized Chain- Shore Line Limits Of Const. Turbidity Barriers Notes Turbidity barriers for flowing streams and tidal creeks may be either floating, or staked types or any combinations of types that will suit site conditions and meet erosion control and water quality requirements. The barrier typers) will be at the Contractors option unless otherwise specified in the plans, however payment will be under the pay Item(s) established in the plans for Floating Turbidity Barrier and/or Staked Turbidity Barrier. Posts in staked turbidity barriers to be Installed In vertical position unless otherwise directed by the Engineer. Polt (Options: 2" x 4" Or 2j Min. Did. Wood; Steel (.33 Lbs/Ft. Min,) l8 Oz. Nylon Reinforced PVC Fabric (300 psi Test) 0 LO �•o STAKED TURBIDITY BARRIER GENERAL NOTES 1. Floating turbidity barriers are to be paid for under the contract unit price for Floating Turbidity Barrier, LF. 2. Staked turbidity barriers are to be paid for under the contract unit price for Staked Turbidity Barrier, LF. r r r N.T.S. Optional Post Position Principle Post Position (Canted 20° Toward Flow) 6` Max. Filter Fabric (In Conformance With Vi/t Sec. 985 FDOT Spec.) Filter Fabric Flow ELEVATION SECTION Note: Silt Fence to be paid for under the contract unit price for Staked Silt Fence (LF). TYPE X SILT FENCE onst. 1lt Flow I Note: Spacing for Type III' Fence to be In accordance with Chart I, Sheet l of 3 and ditch installations at drainage structures Sheet 2 of J. Type III' Silt Fence Protection Type ZlI SIIt Fence Around Ditch Bottom Inlets. Do not deploy in a manner that silt fences will cot as a dam across permanent flowing watercourses. Silt fences are to be used at up/and locations and turbidity barriers used at permanent bodies of water. SILT FENCE APPLICATIONS SILT BARRIER DETAIL N.T.S. EROSION CONTROL NOTES' A. TEMPORARY EROSION CONTROL 1. STOCKPILING MATERIAL NO EXCAVATING MATERIAL SHALL BE STOCKPILED IN SUCH A MANNER AS TO DIRECT RUNOFF DIRECTLY OFF THE PROJECT SITE OR INTO ANY ADJACENT WATERBODY OR STORMWATER COLLECTION FACILITY. 2. INLET PROTECTION INLETS AND CATCH BASINS SHALL BE PROTECTED FROM SEDIMENT -LADEN STORM RUNOFF DIRECTLY OFF THE PROJECT SITE OR INTO ANY ADJACENT WATERBODY OR STORMWATER COLLECTION FACILITY. 3. TEMPORARY SEEDING AREAS OPENED BY CONSTRUCTION OPERATIONS AND THAT ARE NOT ANTICIPATED TO BE DRESSED AND RECEIVE FINAL GRASSING TREATMENT WITHIN THIRTY DAYS SHALL BE SEEDED WITH A QUICK GROWING GRASS SPECIES WHICH WILL PROVIDE AN EARLY COVER DURING THE SEASON IN WHICH IT IS PLANTED, AND WILL NOT LATER COMPETE WITH THE PERMANENT GRASSING. THE RATE OF SEEDING SHALL BE 30 POUNDS PER ACRE. 4. TEMPORARY SEEDING AND MULCHING SLOPES STEEPER THAN 6:1 THAT FALL WITHIN THE CATEGORY ESTABLISHED IN NOTE 3 ABOVE SHALL ADDITIONALLY RECEIVE MULCHING OF APPROXIMATELY 2 INCHES LOOSE MEASURE OF MULCH MATERIAL CUT INTO THE SOIL OF THE SEEDED AREA TO A DEPTH OF 4 INCHES. 5. TEMPORARY GRASSING THE SEEDED OR THE SEEDED AND MULCHED AREA(S) SHALL BE ROLLED AND WATERED AS REQUIRED TO ASSURE OPTIMUM GROWING CONDITIONS FOR THE ESTABLISHMENT OF A GOOD GRASS COVER. 6. TEMPORARY REGRASSING IF, AFTER FOURTEEN DAYS, THE TEMPORARY GRASSED AREAS HAVE NOT ATTAINED A MINIMUM OF 75% GOOD GRASS COVER THE AREA WILL BE REWORKED AND ADDITIONAL SEED APPLIED SUFFICIENT TO ESTABLISH THE DESIRED VEGETATION COVER. 7. THE CONTRACTOR SHALL PLACE HAY BALES AROUND ALL EXISTING AND NEWLY CONSTRUCTED INLETS TO CONTROL EROSION DURING CONSTRUCTION. 8. MAINTENANCE ALL FEATURES OF THE PROJECT DESIGNED AND CONSTRUCTED TO PREVENT EROSION AND SEDIMENT SHALL BE MAINTAINED DURING THE LIFE OF THE CONSTRUCTION SO AS TO FUNCTION AS THEY WERE ORIGINALLY DESIGNED AND CONSTRUCTED. B. PERMANENT EROSION CONTROL 1. THE EROSION CONTROL FACILITIES OF THE PROJECT SHOULD BE DESIGNED TO MINIMIZE THE IMPACT TO OFF -SITE FACILITIES. ALL STORMWATER DISCHARGE FROM THE PROJECT LIMITS SHALL BE ROUTED THROUGH DETENTION BASINS TO TRAP SUSPENDED SEDIMENTS AND DISCHARGE FACILITIES FROM THESE BASINS SHALL BE PROVIDED WITH A SKIMMER DEVICE TO TRAP FLOATABLE DEBRIS. 2. PERMANENTLY SOD ALL AREAS WHICH HAVE BEEN DISTURBED BY THE CONSTRUCTION. 3. ALL AREAS THAT ARE NOT MULCHED BEDS SHALL BE SODDED. C. GENERAL NOTES THE CONTRACTOR SHALL SUBMIT THE FOLLOWING ITEMS TO THE PROJECT ENGINEER AND THE CITY OF OCOEE FOR APPROVAL. A.) THE SEQUENCE OF CONSTRUCTION B.) DEWATERING METHODS AND LOCATIONS C.) POTENTIAL POLLUTANTS DURING CONSTRUCTION D.) DESCRIPTION OF CONSTRUCTION ACTIVITIES THE CONSTRUCTION SITE WILL BE INSPECTED FOR EROSION PROBLEMS DAILY AND AFTER EACH RAINFALL GREATER THAN 0.5 INCHES. A RAIN GAUGE WILL BE ON SITE TO MEASURE THE RAINFALL AMOUNTS. SITE AREA DISTURBED: 10.70 ACRES OF 11.46 ACRES SITE LOCATION: Section 32, Township 22 South, Range 28 East PARCEL ID: 32 22 28 0000 00 026 LOCATION ADDRESS: 2145 MAGUIRE ROAD, OCOEE, FLORIDA LOCATION OF OUTFALL TO SURFACE WATER: N 28. 32' 07", W 81 ' 32' 32" ■W1 00 0 U • t-1 blD d--1 00 00 cd (D a N O S oJg WWF� men N U M Cd o a�i �w o � WW Q0 xx uz ko zw o 00 W LLJ O zWL Li Z LL w w Q Y U m m U om V) Z LL! O J Uj Q w O Q O W "— O U `W i DATE: 10/05 SCALE: 1"=30' 'ROJECT NO.: 9705.20 DRAWN BY: BW DESIGNED BY: BW :HECKED BY: JDE SHEET NO. 6 B z 0 d U w 0 w 0 i-y 0000 tuo .., ��Uyy a , cz �v a) co w cC a W vat a � M co p� .O N �w a� o� w w QM 0 U z Z W o 00 W R O Z w #k O ZLLL. w w - Q L! Y U} m m 0 m Z O H a a U ti w 0 W � O O U } }U I— U U to to uj m 01) • LL uj )ATE: 10/05 KALE: 1"=30' 'ROJECT NO.: 9705.20 )RAWN BY: BW )ESIGNED BY: BW HECKED BY: ODE SHEET NO. 7 SHEET 7 of 13 SEE SHEET 7 ' �1\ REMOVE (2) MITERED END8 AND PIPE, FILL DITCH,CC414D ^> REGRADE EXISTING PO (�ANK. 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Dre+e. nvlY®—BANi(S iV .- IVIOORE ROAD — — -'-MAT'GN� ORIGINAL SIDE SLOPES, AS SHOWN a. _. ,I u. -- W.—ry -- --- ---_ — __—-- --- -- — a — - - o o 0 00 00 • 4 000 UCD U W � � O � uwUa ■ ■ ■ ■ u� �o� W�G4 N � M Cc LW ,O w 3� o h w w Q O U Z o zw w w � (cl _ O Z w o L Z � w Q w LUCJ Y Um u mom c 0 u Z v O c c u F v U w 2 2 I g ro Z `= LU _OLU N Q i N U w z v Z ce U 0 0 L O O N w ct to 01 Q Z Q /J^ V uj Z � W W O V) J L.L QLU LU O o' U ~ Q O z W O Q J U c— W m W Q DATE: 10/05 SCALE: 1"=40' PROJECT NO.: 9705.20 DRAWN BY: BW DESIGNED BY: BW CHECKED BY: JDE SHEET NO. 9 SHEET 9 of 13 GENERAL GUIDELINES FOR CONSTRUCTION ABOVE OR ADJACENT TO THE WATER CONSERV II TRANSMISSION MAIN AND DISTRIBUTION NETWORK PIPING The Reclaimed Water Transmission Main (TM) is a vital link between the City of Orlando's McLeod Road and Orange County's South Regional Water Reclamation Facilities (WRFs) and v AJATER CONSERV ii'$ DIStr IbuLIOn Center vvi ic^r c^ ti ic^ Piping bc^COi i ic^S the^ DiStr Ibutivi i , NIctVJOrk Piping (DNP). WATER CONSERV II is operated under a permit from the Florida Department of Environmental Protection (FDEP). The permit does not allow either of the WRFs to discharge reclaimed water to surface waters at any time. Stiff penalties of $14,000 per day for each day of discharge will be levied by the FDEP against each WRF for discharge to surface waters. Damage to the TM as a result of construction activities will force the shutdown of the TM and a discharge to surface waters by the WRFs. The City of Orlando and Orange County will hold the contractor responsible for the cost of repairs, damage to the TM during construction, as well as payment of any and all fines or repairs that occur as a result of discharges to surface waters. It is imperative that the TM remains in service at all times. Damage to the DNP as a result of construction activities may force the shutdown of the DNP causing an interruption of service to the affected customers. The City of Orlando and Orange County will hold the contractor responsible for the cost of repairs, damage to the DNP during construction, as well as payment of any and all claims or damages that occur as a result of interruption of service to the affected customers. WATER CONSERV II is operated by Woodard & Curran, Inc. (W&C) for the City of Orlando and Orange County. All requests for information, utility locates, and notifications in reference to construction activities above or adjacent to the TM or DNP should be addressed in writing to: W&C, P.O. Box 771225, Winter Garden, FL, 34777-1225, or by calling Al Bowlin (Maintenance Chief) at 407-656-2332 ext 225. The aforementioned coordination with W&C does not relieve the contractor of any obligation to comply with the requirements for permitting, notification, construction, or inspection of local building authorities. For purposes of this document, Contractor is defined as anyone conducting work above and/or adjacent to the TM and/or DNP. The following guidelines are for the protection of the TM or DNP during construction activities as well as during utilization of the easement on a permanent basis. GUIDELINES: (1) It is essential that reclaimed water disposal operations at the existing Water Consery II facilities not be interrupted during construction of the new facilities, or diminished in quality by construction procedures or methods. Existing regulatory water quality requirements must not be violated due to construction activity, and Rapid Infiltration Basin (RIB) sites must be operated within permit requirements during construction. (2) A schedule shall be submitted tU V'V&C with a description of the sequence of work to be performed. W&C personnel shall be given at least two days notice prior to any work being performed above and/or adjacent to the TM or DNP. (3) Contractor shall stake the TM or DNP at 25-foot intervals to clearly identify its location and top -of -pipe elevation. Top -of -pipe determination may be by soft dig or probing only. (4) All construction equipment will cross over the TM or DNP at designated locations only. Crossings shall be 25 feet wide with a min. of 6 feet of dirt cover over the TM or DNP (where applicable). During construction, the heaviest equipment allowed to cross the TM or DNP shall be a concrete truck, with a total loading weight of 32 tons or a maximum of 6 tons per wheel. After construction is completed, the heaviest loading on the TM or DNP shall be a semi -trailer weighing 25 tons or a maximum of 3 tons per wheel. For equipment exceeding the noted loads, the contractor shall coordinate with W&C for special procedure requirements. (5) For the entire length of the TM or DNP to be under pavement, a protective concrete slab shall always be provided over the TM and where applicable, over the DNP as directed by W&C. The concrete slab shall be 7 inches thick and 10 feet wide (5 feet on each side of the center line of the TM or DNP), reinforced with #4 rebars at 12-inch O.C. each way and overlaid with 6X6 W3 X W3 WWF or equivalent total percent steel to gross cross section area of 0.3% each way and bar spacing not exceeding 12" each way. This slab will provide a continuous 10-foot wide protection barrier over the TM or DNP for the length that is to be under pavement. The rebar shall be placed such that the steel center is at the slab center using continuous concrete high chairs with sand plates. The WWF shall be placed on top and wire secured at the rebar intersections. (6) For the entire length of the TM to be under unpaved areas of development, a protective concrete slab shall always be provided over the TM and where applicable, over the DNP as directed by W&C. The concrete slab shall be 4 inches thick and 10 feet wide (5 feet on each side of the center line of the TM or DNP) and reinforced with 6X6 W3XW3 WWF placed at the slab center on chairs with sand plates. This will provide a continuous 10- foot wide protection barrier over the TM or DNP for the length that is below unpaved areas of development. (7) Minimum final cover of 4 feet from final grade to the top of the TM or DNP shall be maintained over its entire length that is to be under the concrete slab, with a min. 12" separation between the top of the TM or DNP and the bottom of the concrete slab. (8) All excavation above the TM or DNP will be accomplished without setting any equipment directly over the pipeline. The Contractor shall not over -excavate when preparing the grade for the slab. (9) Crack control joints for slabs described above shall be provided at spacing not exceeding the slab thickness times 30 with saw 1" deep cuts. Construction joints for the slabs shall be provided as needed to end a continuous pour and prepare for another continuous pour. The 4" slab construction joint shall have #5-16-inch long smooth dowels (no deformed bars) at 12-inch O.C. placed at the slab center with 1/ the dowel length protruding. The 7" slab construction joint shall have #6-16-inch long smooth dowels (no deformed bars) at 12-inch O.C. placed at the slab center with '% the dowel length protruding. All dowels in either slab thickness shall be greased only on the 8" protruding length or the protruding length placed in a slip sleeve just prior to pouring the next slab section. (10) Concrete used for the slabs shall be 4,000 psi minimum, manufactured and placed in accordance with FDOT standards. Slump tests shall be performed for concrete placed over the TM or DNP, with the slump no greater than 4 inches. In addition, curing times and procedures in accordance with FDOT standards shall be met prior to any traffic crossing over the finished slab. (11) W&C personnel shall inspect the grading alignment, rebar and WWF spacing and installation prior to concrete placement. W&C personnel shall be present for the placement of any concrete above the TM or DNP and shall monitor the curing of the slab. (12) Signs shall be placed at each property line over the TM or DNP, and the finished concrete shall be stamped to provide additional markings signifying the location of the TM or DNP. (13) Storm sewer catch basins and piping shall remain 10-feet clear horizontally of the TM or DNP. Storm sewer piping shall have one foot of vertical clearance when crossing above or below the TM or DNP. (14) No trees shall be planted in the utility easement within which the TM or DNP are located. (15) All temporary facilities shall be operated and maintained by Contractor. Temporary equipment and facilities shall be operated 24 hours a day if requireu to maintain the integrity of the existing disposal system. (16) New or modified facilities and equipment that have been tested and accepted will be operated and maintained by W&C. (17) The Contractor shall notify W&C prior to the start of modifications to any Water Consery II existing facility. (18) The relocation of Water Consery I I appurtenances, at Contractor's expense, must be done according to the project specifications. Any modification or relocation of appurtenances must be coordinated with the City of Orlando, Orange County and W&C prior to doing so. (19) The Contractor shall schedule the construction of the new drives and demolition of existing drives and/or construct temporary drives as necessary to provide access to existing Water Consery II facilities. Access shall be provided at all times. (20) Temporary drives shall be sufficiently stabilized to permit passage of fully loaded semi -trailer trucks without the assistance from other vehicles or construction equipment. Contractor shall maintain temporary drives. 21\ C'lay roads, where applicable Witl lilt 4ater C'onsenv 11 shall be restored t J Y � pp ." property, to as good or better conditions than existed prior to commencing construction. Restoration shall consist of placing at least an 8" thick layer of a well -mixed 60/40 proportion clay/sand on top of the compacted subgrade (subgrade to be compacted to 95 per cent of the maximum density as determined by AASHTO T- 180). Prior to compaction of the clay -sand mix, W&C shall approve the mix and after approval the clay/sand shall be compacted to 95 per cent of the maximum density as determined by ASTM D 157. The clay used shall: have a plasticity index of less than 10, have a liquid limit of less than 40, be free of muck, trash, and foreign matter and have no particle greater than 2" in any dimension. The sand used for the mix shall: be well graded, free from clay, contain no more than 15% by weight of sand passing the No. 200 sieve, be free of all organic matter, debris, waste, top soil, deleterious material and rocks and cobbles with a larger dimension greater than 1 ". The final compacted sand/clay road shall be approved by W&C for acceptance to be complete. (22) The relocation and/or abandonment of any current roadways must be permitted through Orange County prior to construction. (23) If a freeze forecast is received prior to or during construction, construction above and/or 10 feet adjacent to the TM or DNP will stop immediately until the warning has been lifted. (24) If Contractor receives notification that there is an upset in the WRF system, construction surrounding the TM or DNP shall cease due to the need for emergency disposal into the RIBs. (25) When Superpaving, and/or prior to test piling and production piling, Contractor shall perform the following: a. Set -Tp a field -monitoring plan t0 measure vertical vibrations and coordinate the plan with the pile driver and/or his engineer and W&C; b. Limit vertical velocity vibrations at the ground surface over the centerline of the TM or DNP to a maximum of 0.3 inches/sec; c. To meet the 0.3 inches/sec velocity limit, the pile hammer stroke may need to be adjusted to for example not exceed 7.5 feet and be 6.0 feet or less for the first 35 to 40 feet of driving. The actual stroke adjustment will be provided to W&C for review and approval prior to the production pile driving, d. If applicable, the vertical vibration limit, as noted in section b above, can be reduced with a predrilled hole for each pile. Depth shall be the greater of 20 feet or 10 feet below the bottom of the TM or DNP. (26) Procedures set forth herein are included as a guide only. Contractor may use procedures other than those set forth herein with prior approval from the City of Orlando, Orange County and W&C. �� 4' Min f Cover WCII Tran: 54" or 4,' q 2 LAYERS, 3/4" TYPE S-3 ASPHALTIC CONCRETE, MIN.TOTAL 1 1 /2" 7" Thick, 4000 PSI Concrete Slab 12" COMPACTED SUBGRADE TO 111N. 95% MAX. DENSITY (AASHTO T-180) 6x6W3xW3 WWF (See Note) M. 10' C.E.W. NOTE: STEEL TO BE PLACED AT SLAB CENTER, SEE GUIDELINES FOR ADDITIONAL SPECIFICS ON STEEL SUPPORTS, CONTROL JOINTS, ETC. WATER CONCERV II TRANSMISSION MAIN Protective Slab Detail for Paved Areas Final Grade N.T.S. 9 INVESTIGATE BEFORE YOU EXCAVATE "CALL SUNSHINE STATE" 1-BOO-432-4770 TOLL FREE FL STATUE 556 REQUIRES MIN. OF 2 DAYS AND MAX. OF 5 DAYS NOTICE BEFORE YOU EXCAVATE. NOTE: CONTRACTOR SHALL CONTACT WATER CONSERV II PRIOR TO LAYING PIPE, POURING CONCRETE, ANY TYPE OF CONSTRUCTION. SEE CONTACT INFORMATION ON COVER SHEET. NATER CONCERV II TRANSMISSION MAIN Protective Slab Detail for Pipe Utility Crossing I. IN-1 tV VVUL I VVT 10C1V 11 ljuluvlll TeJ TdT additional specifics on slab dimensions, steel supports, control joints, etc. 2. Steel to be placed at slab center. Rev.: 08/22/06 000 wo � ; ' N N 1010, M •J.-I U a U a �1! O � o ~, C) aj N U M ab •o : � a o� W a UZ o Z w 00 w rn 0 ZU. w o U Z U. W Q W W Q' u Y o um u om z 0 N Z 0 W 0 U W N Z 0 O W 0 Q 0 tli J Q W t/) V Z a Z_ UJ O LA I— � O Q Iry o U, Q O W "' .J O rV00 Ln W V � �.. Z LU 0 U MOO Q DATE: 08/06 SCALE: NA PROJECT NO.: 9705.20 DRAWN BY: BW DESIGNED BY: BW CHECKED BY: JDE SHEET NO. 9A SHEET 9A of 13 LOCATION 112 779 11111 11110 133.6 RJS�E-FL RCW MARKER? iF-FL Rw -FL REUS - P. --T 11wM I M _R ELEV. 126.41' iX 127- -123-- = ... ............ 29— — v ------- — —__x — — — — — — — — — — — — — 78 LEGEND. - DENOTES GREASE MANHOLE 0 DENOTES BOLLARD 0) DENOTES SANITARY MANHOLE 0 DENOTES DRAINAGE INLET � DENOTES WOODER POWER POLE cma DENOTES CONCRETE POWER POLE DENOTES OVER HEAD ELECTRIC 113 DENOTES TELEPHONE RISER DENOTES CURB INLET DENOTES WATER VALVE DENOTES FIRE HYDRANT -uw- DENOTES UNDERGROUND WATER MAIN _M11- DENOTES REUSE WATER MAIN WESTERLY LINE OF CROSS CREEK, PHASE TWO r- __1 — , —1 --130— IT RED END Nlr�l 0 1 q r i INV 121.58 F SURVEYED RCWT JSE-FL LOCI 30'Permenent Utility /-asement Per O.R. 3427, Pga, 970-972 _T_nP_QF_D_I.P=�28. SURVEYED RCW` Z LAQUION Z oil Z 777 RVV < 132.49 RCW M RK 0 - p I 6TI 0 t-NI­L V` lu O.R. 3578, Pg,I P F GR = 1 0 &- 60.00' O.R.3490,Pg.2172 30'& 60'Permenent I W TER E 4 = 126.39� Utility Ea men Per. O.R. 3598, Pg 2594 SURVEYED RCW EREDLOCATION FKn I 5�Fffl___ \ N" 1 SITE BENCHMARK #1 V. 121.64 Y RIGHT —OF —WA 775 TOP OF IRON ROD I E MOORE ROAD 134 E 139.69 __11/ ) 1� ELEVATION 133.86' EXISTIN RCW MARK)JER R MARKER G 4 _9EE_4RRlq ION SHEET 1-2 H EXISTING FIRE and S 5' W(D- RANT SHEET 1-4-FAR 'REME 'VEYED RCW CONCRETE SIDEWALK _1211_� -----CONNECTj9X-& METER INFO. —132— — LOCATION • 4 :A Al-8 z Z�' v v M min 2JI ............ M 0 1%" 1 W�R DRAINAGE INLET SEE SHEET 9--,, PROPOSED 8"D.I.P. REUSE LINE E ROAD �T_ __G� _r TER TAP OP OF PROPOSED 8"D.I.P. REUSE LINE--\ -SEE SHEET 9 w/ PURPLE BAGGIE. LOCATE SOUTH ----SIDE OF EXIST. POWER POLES. 80' RIGHT-OF-WAY 1 15"-RC- _W_ -I NL 1,7' 28,09' P LGQ&jTE SOUTH SIDE OF EXIST. FOR WATER TAP POWER POLES. 7- ...... 2011 _132— . ..... ...... . -- ------------------------ ------ ------ ...... POLE OVERHEAD WIRE x 2 x x -arj, =Ne-7 x SITE BENCHMARK #2 X_ x X TOP OF IRON ROD DIRECTIONAL BORE 4" D.I.P. REUSE CURB INLET (TYPICAL) ROUTE PIPE AROUND PURPLE (REUSE) ELEVATION = 132.18' UNDER MOORE ROAD 8"x4"TEE CONCRETE FLUME FIRE HYDRANT (1)4- GV, (2)8-GV w 0 540�= M A EN, POLFA 80 00 00 cn 00 M 00 40 u ,4 �O� 7� 8D cd 0 0 cd in uj Lu U 0 W =) 0 U z M 00 I:e ci LLJ al 0 0 uj >_ uj z W LL Z u. Lu wLUcr Li LLJ >_ cc u 0 z 0 iY (A Lu W z 0 0 u u u u I J DRAINAGE INLET < TOP OF RIM = 134.24 U- 12" RCP W. INV. 1.31.85' U- _j 22 12" RCP E. INV. z 131.81' uj 0 _u u 0 uj 41M z — — — -- — ------------ ----23v12 — vL Lj 22-33-- 134— ---- ----34 roLF ui 34-- 0 u uj 12" RCP INV. 131.74' 0 u PROPOSED 8"D.I.P. REUSE LINE -VO ORE ROAD 12 RCP INV. 1,31.89" uj w/ PURPLE BAGGIE. LOCATE SOUTH 0 SIDE OF EXIST. POWER POLES. _135— j LLj 8" TEE Ln MOO Lu ----------- TOP UJI -------------------------------------------- --------------- CONNECT TO EXISTING 8" REUSE L**) AT B" GATE VALVE FROM 15" R MEADOW RIDGE SUBDIVSION 0 0 al� CL NOTE: CONTRACTOR SHALL CONTACT WATER CONSERV 11 PRIOR TO LAYING PIPE, POURING CONCRETE, ANY TYPE OF CONSTRUCTION. SEE CONTACT INFORMATION ON COVER SHEET. DATE: 3/06 SCALE: 1" = 30' PROJECT NO.: 9705.20 DRAWN BY: BW DESIGNED BY: BW CHECKED BY: JDE SHEET NO. 9 B SHEET 913 of 13 f 7ypo A Cr B Riser 2 Addnlawl Bert A 0 5' a s 05 Hoop Bar PerpandloaMr Bois A (See 2.10%T A -A) -4 Hoop Bar �} L _ 2- fT's Emb WiW + Referenas Axls PlaDed Bam A B Of45' Paa//el Burs B Me Sootlon A -A) 717P SLAB REINFOMNS STEEL D/A6'RW 2 & F- a �g 6h 04 0 /P' BW "ss - rs A (HorIzwHat Bea Ararmd J,r��hxva ers F or � ROWampu/a Rlserel 2-Extra # 4's Each Side And Bas B Above Opoft O.C.o I) II Eooh Wtv Bars A-` ---Sam B ALTERNATE A SECTi IN A A *NOTE+ When the Inside d/amefer of a round sirralae is not more thou P-s' larger then the op+mlng In the riser or tap slab, the top of the stnelme or riser shall be amwInxded owaWng to the '5pealo/ Top S1W details an this sheet. 1. Staxlbrd s,nxrlme batlane 4'-O' dlomotor and smaller M. AI and 3'-8' square (Alf. B/ we des%maled Type P. Leper ata%W stnxtum bottoms are designated Type J. RIms we permlHed for all stn&*ras. 2. Walls of alrnukrr shvotures fANvrx0o AI aamin,Wed In pkae may be of tour-relrrforoed owwete or brlok or relnfaaed oonarefe. Premxt and reolaputsfnwiures (AHemate B) shall be oonstrwted of rerrrforoed Wall thlakneas and rehftoament are for en/or reinoroed cost-In-pkoe or preaaat amorate Untie except shot olroular Urns may be f4rmished with walls In aWVdmwo with eHhe+ C-478 Ap to As d/aroted a A.S.T.N. 0-76. C1= R; B Wall, modMed where the ellletlaal steel cape area /s plead In the omder one-third of the wall. 4. Tap and floe slab thiabfess and refnforaemerM are for pveaaet and ardtt In plea oonetnatton. Top and floor $Iehs she/l be of Class i' =veto. Carwrele as speoMed In A.S.T.N. C-08 NWD XV nW be used In Ilea of C/oas I and Ckss a oawrefe in preaoat Home mawfwtured In pkrrfs whhri are ender the 'Sfaohrd opera!/np Prlaoeairros' for Me lnAoeoflon of praaaat drohwpe prod&& 5. All reMwoomert shall be A.S.T.A. AM, Grade W or 65 KS/ welded wire fabrle, eHhar emooth or defamed. • r �■n I����illl■i�■■■il i-i.r..�.■■III■■■■■■�I_ . �. 1�■■■■■III/ `,� I VI■■■■ir� 0 man I��I��L��III►_�_ IN■■■LI■Pf+i_.-_M P_���r!9111■■C����!! . 3'-6' fTyp l # 4 0 /P' BW (Har koftl Bore b & vv33 a g BB A Cartlnrnow Ar=V Camara 6` RIairRlsersi V�mlwe l Relnfahp o Ha �e) a// Relm'oralnp oG � Notel II Bars A �-ikrt B ALTERNATE B SECM a -it NOTE, P 3Id� hre4Mtng � tosha f of the ��v�kwl relrrfammed removed by the opening and provide the sane area of relnfbrament above each opening at 3' maximum *Why as removed by the openttv. GENERAL AWES 6. St►wlure boHoms spy be Used In Cmtlunatlon with curb Inlet tope Types 1. 2, 3, 4, 5. 6. 8. and , and any manhole or Junation box Unless otherwise ahem In the pkns or other shmdard drowlnps. AN. B stndure boHome m� be uaod In aorymwtlon Wllfi curb In/et rypea 7 & 8, or aqy dthrh baHam Inlet unless otherwise shown fi the phms or att�er stmidord drowhApe. T.:wftr/ar dnxhtres maybe rotated as dlreated by the Engineer 1n ceder fo faafwe oannectlons between the stnictu a walls and stain sewer pW IL Exaget when AC/ hooks are apeelfloolly nWlred, embedment hooks In the re M In wreitpb w'f'=h detae fill 'Behar Shrlpid End Embedment Ur Pertphero/ Relrrforaenont In Llw of AC/ Stcnar S Hants For Tap And BoHam S/abe'. Index No. 2A+, Sheot 3 of 6. 9. Al! steel here shall have li'minhnum Dover Unless ofherwlse shown Horlmnfol aft/ In reatmVukrr sfrtlahtres &WI be lapped a minhnan of 2f bar diameters at oomers. STORM MANHOLE STRUCTURE BOTTOMS TYPE and P Top Slab Rehrfaro S%Wl metdal Bar A Or B AT 70P SLAB `., Optlonol Shear Ke /#' 3# 7 Wall Rsfirl'oroArr t Shear Koy NOTE, Varlatims In shoar key dlmenslons will be permitted Sweet to the Engineer's appA"I. AV DratY /t 34 r Shear Key Wfaw! Shear Ke SaHom Shb Relnforalnp AT BOT7GW SLAB SLAB 7D WALL DETAILS FOR PRECAST ALTERNATE 9- #4 Tfes at !2' 0.C. ROOM 04 Bars As Required !See Section) Me 0 /P' O.0. To A t"kin Cover *5 Perlpberol Rehrforoemen r5 Perlpdorvl L J Relnforaenont -I.— Wall Relnoroltv SECI'>dif C-C fmw .1 SPW& TIP 111% The comer Mlefs Chown are peoessary for reofanpu/ar sinchirm used w1Hr alroWor risers and Inlet throats and used on skew with roalanpukir risers, filet and Inlet throoia Fillets wJN be r7lred In lieu of the boHan slob of the Alt. B riser when used with the Alt. A box. Each fillet shah be reMwoed with 2_* 5 bons. A. Inlet t/xvofa. riser or manhole fops shot1 be seamed to struohrres as ahown an NOOK Nraaa�l. I2. =rlragll .doft over 14' are to be dwdmd for f/oofatlon by des/gnor of M Wilts kMw than apealfled skmlord may be aw'aflhtfed at the confraa/or's optko when Hoge unNs will nat mm or /tease the averlly of atrlHy avrfilats. Such lo>f7a units shall be f1vnt&*d at no addItlaai ocat to the Department. Larger AHertwle A units aamat repkae Alfemale B ants witted gwrml of the Eapineer. This note applle8 fo this Index only. 14. For manhole and ,Moffat box tops, for fraaot Wd covers, and, for suppleTWtay detol/s we Index No. W. MANHOLE COVERS WITHIN VEHICULAR USE AREAS ARE TO BE RATED FOR H-20 LOADS, USF NO. 170 WITH COVER TYPE E INDEX # 200, I of 2 8 , Pipes To 60n l2'; Pipes 6W To /0W 16a, Pipes Above 1W Note. Unless otherwise called for in the plans, the cost of plugging pipes to be Included In contract unit price for new pipe. PIPE PLUG Class I Round Or El/iptical Main Line Pipe d 4" Min. Smooth lnsIde Joint With Max. Diameter=Q Diameter >i a�i Mortar Of Main Line Pipe 10ri a ( m Height Of Elliptical Main Line Pipe) c e o Stub Pipe a Orr 0 Hoop - — \ 4" Min. Cut And Bend Pipe Reinforcemen \ Cost of concrete and steel to be included in contract unit price for pipe culvert. CONCRETE COLLAR FOR JOINING MAINLINE PIPE AND STUB PIPE MISCELLANEOUS DETAILS FDOT INDEX #280, 1 of 4 General Note No. J. See Shad 5 Of 6 For 11 Slab Quantitles wfv-"; TSM /.•MFtRT.M MV71-201/. rSat IW7iE$ifMIIIIMIl_::'MNEW;=mr.F131111111111WX:Ijm WEMwjkim Mr�krnr& ±= �Ir��IMIWYMffi?�©0�® OW-ImKWim M��>'lrc�_:AM MWIMM 0VTO-1501 c mrfX-9,10 011� T. ��©0 WANE 0®OO mg.-Am1iMMI Q!'11111111��III!MiM 01111�mMMx33111111t.'Z-7-AIIIIIIIII SEEM ��FnM MM` MET= IIIIFA�;Iim i�Mr.TrA ME�©0 1XIM0©OO mrii r5r� �.� N WA_ 3 M1I Mb� 01111%illlm EEZIM :F �E �: rL' �1®0��A ��00© �r�:�E�m�:��■r�:�. M�.r �. :�.�■MX�L.MEU.®ml��11111UPMMEM UM Wf ]I.Om«KTZMN..IIIIIIIII0W_imr.AIIIIIIIIII iT.i�%��E�%��E3.��@►•'.'tip@�3�����E►1�i��E3L•����.:�0���iiL��t%�©t'�ii� Pam MIUM11111111 Dimensions r r r , .. «,. IffiIIIIIIIIIIII MUrLUM0111117iMIN IRWAIIIII!Wj"11111111M_ �- MEX-CASEEM MUNJIMI 1111112 0M.WM�=!=11110�1111010��Erg= err•����r�����■�m�m��;•���M�;•��oE�o ��r•E;imW�■rgj■�W lwlf_ym mmgljm z� �0191;0111097MmIIIIVJ�MMrTIMooMIF-3101MF:tAM 0 0 Z M WAni m �n� I t __ I UN, �730 �i E�F�/ M9 Wr_#"A IMPrIi 0 m MVJNM i1�m 0 O I�.� MIFAMM r / Eff-.51101 d ,-A r7 �r Li.m.�00�©000 O MM 41 p41;;1 4 3'or 54Su Deepen Around Qufsldq Edge Of Pipe For 51 Pold For As Plpe Or Round Comers Carwrete Slab. 3' Or 54' Thlak, IN - Reinforced With WWF 6 6-MAXW1.4 ih MP VIEW SIMUE PIPE Pipe \ I I Cannata+_'° L� 3�1� Li!il *4 But E Side Difah Or now Comers Connate Slob. 3' or 4, Thlatc. IN Reltlforoed With WIWF -WIAM.4 7W VIEW -MULTIPLE PIPE NM# See sheet 6 for details and notes. 'I`Sloper 4rl Alter+ 8✓ Fa PP/Or�1= Smaller. 2d Miter; To E Pipe For P/pes Ir And Smaller. lr! For P/pas a? And Laoor. MITERED END SECTION DETAIL 0 0 c5 00 CA M 00 •' C's ow U (ZI U a 0 �•.yy a) 0 o � M =o w .o w 3� o wW U LA Q= U = ttD Z t. O Z w 00 w °' O ILA o Z Ww� u =m U U m om u7 I— w z o 0 ice- U U w Ld w D ow o� U Z U Iz )_0 � 'm UUv0 U Cfl � to 0 O N v w Go �t T to Ln W z a W 0 ce- W Iry LL LL W a o � 4 W 0 O _ U � ■ W `L O DATE: 10/05 SCALE: NA PROJECT NO.: 9705.20 DRAWN BY: BW DESIGNED BY: BW CHECKED BY: .JD& SHEET NO. 10 SHEET 10of13 I� I� s R j(_f3' �_ 5' _I_'- _ 5'_ 1 ARWIMOPO141 Arta 'r W f8' ff' !J' 18' YARYES YARIES 5' f8' >f' ff' 1� f8' 5' PARX/NG lXT/VE D7rYVS) PARX/NG 7t//AYENID m6 r SyMy" FROM PROM ( 139'V ALUMINUM FENCE MOORE ROAD � SIDEWALK WEST BOUND EXIST. DITCH SEE L.A. PLANS EL.4-132.0A RETAINING WALL i....,,�� 33.0 BY OTHERS A10 "UTILITY STRIP 10" 0.02 SIDEWALK (5'STD.) B p�AV 6"xf6' 7nw q' CUld9 (.'ate£ DETA/L AWW AWW PAAq� (M/IV !f7 6"xf6' JYPLr �' a4W (MT DETAA!J MAW J 7YR EA. 9DE �T1f' 3YDE d3Z,5 1�2' 0.08 ((MAX 0.04 (NORM 0.01 ((MAX 0.02 (NORM 1 .ri,1�0� ...� � ,fir\✓y�t�i.�>t�y rl�i 1���!j\it\�✓y�\1���1�'�'i''�°1\�!��ii1✓✓ti\��`�j`>r�` \j��`ji�ii��y�i�jl �, l°� ¢ r ��r/ V/, iRj�y lr� lt✓✓a j\lr�% % tif1�!\ff /t�°1. `�\�� ��rl if ✓r\if���� 7 ,T , POND ' ► IL �Ir t\Jvf\\ MR, EXISTING `\may✓�\� �\`�� \� \\Qx �l I\ \r - 1 -Q��`\�i✓��J�\lf`�\✓i°�;�✓jl'�i\,rjjl����°�Jj.ryJl!✓✓'�� ��!i� .,�°j?!r�i��!•l�''�-+.• - --- 1 s wi w i - s r wi w^ ✓��1��<'\ �\!� �y /\l\//I�`✓•//��rj\ /\t,I��jyj°E'�1✓/`�1j1�ur SHOWN) . . 4° I�itriftr{✓✓,, ?;�i°���!ter``✓%rlr�!`!r�✓r��\��if�\�°�i°�o� TYPE F " 5' 0' 5.8' .� 5.8' 5.0'* 6' 0' 6.8' 6.8' 6.0'** 7' 0' 7.8' 7.3' 6.5'** 8' 0' 8.8' 7.3' 6.5'** 5' 2.0' 7.8' 7.8' 5.0' 5' 2.5' 8.3' 8.1' 4.8' 5' 3.0' 8.8' 8.3' 4.4' 5F' 3.5' 9.3' 8.4' 4.1' 5' 4.0' 9.8' 8.6' 3.8' 5' 4.5' 10.3' 8.7' 3.4' 5' ff' 6W,6VM CW W 7F f0�1 L>af/PAC7FD 70 RW MWIF7,,0 6 L3?L/S%!ID GLYVGiPE7E 40 AC7ID 7L7 A2/ �a J r r r4 t j PRIWnW A" AWS7YPER AASV T-= 6WAVA710V PD? B=DISTANCE FROM FRONT EDGE OF SIDE- rAarW MAX. LiENS%7YPER AA9W7t7 T-fBCt WPADAAL3v PER 6' LWJMVM CaVOWW (LA9R 40J, CAl/PAC7ID lrl A49t AOML/ID F.QRT. SLrC71QM 2?f of "SYanabiar �trsaYAwtlwvs /ir Road and PWOC7W MAX. A914S7YPER AA9W70 T-f8a W?A44MaY FZ? FaaT• 5�'CALav 2?4 of Ww 4mc•A71 aftm Ar Rood and A�6ye WALK 70 BACK POINT OF 12:1 SLOPE ch78tY7/Ct7A0'FLW W?AOED AGGIRECA7E8ASLr CAURS ci»atructAW'fWi' W?AOED AL A7EBASF CWR.W. BACK K SIDEWALK DROP REQUIRED F.QciT. SL�C7ILW 27f of 3Yonahrd '�tra�wtlona t%' Rfwd and erldyo * 8"STA6VL1�lJ SYlA4A (LBR 40J, Cc9ItPAC7ID727 St�CMOlYf7ID c3»atiucHav fA? W?AHED AGY,i4EGAlEBA'^ECAUR'SE 8'STAWIZID SVA9ASLr(LbW 40), CWPA071D70 ✓aWkWh7ID FOR ALL SIDEWALK SLOPES f35'O 7ZW MA.x &%W rPD? AA.WrO T-18a 8'STA6/7f_O W&9A.Sr (2AP 40J, awPAC7ID7D 60W.VaYR0 PRl,'Lr*? MAX. QENSYIYPkW A4 W70I r-ma ** BACK OF SIDEWALK DROP REQUIRED FOR 6'STAWV".ShVASr("W4OV UNMWcvm aIMPAC7ID PfiW7WMAX DElWrPDFAA9W7i7T--18a G MOORE RD. SWALE / SIDEWALK / POND SECTION SIDEWALK SLOPES 0.04 AND PART 0.02 70 81W MLX7/f7ID PYiMM? MA,I: D67VSt7YPER AAW70 T--18a NTS 6' STAAL/2rD .SLA9ASL (LA? 40,Z UNDER cY/R$ CQI/PAC7ED 6'-0" CURB TRANSITION 3'-0" DROP CURB 6'-0" CURB TRANSITION 727 �Ml�/f7ED PRACRa4 MAX OET/9.7rf3rR AAS%!71? T-J�! I� BACK OF SIDEWALK TOP OF CURB FACE I I 1 A TYPICAL PARKING SECTION E TYPICAL SECTION AT ENTRANCE F TYPICAL PARKINGSECTION GUTTER SECTION AA R 8'�HIGH PROPOSEDSECTION l MOORE ROAD f3' 5' ' 5' ALUMINUM FENCE WEST BOUND EXIST. DITCH FROM PROP. SEE L.A. PLANS EL.f132.0 TOE SIDEWALK _ 13280 3Z.�5 B BACK OF SIDEWALK DROP:, QiR 13Z•0 e NOTICE. Steel Grates Are Required On Inlets With Traversable (i 3, Slots And On Inlets where Blcyole Trafflo Is Antrolpated. �i �i, it _ _ - GRATESSTEEL `�% : %1✓`�✓'�iir� r��ll'��{j�\gg jtti' (/,I/1'0Nj0\.kt_;ij/F\`✓/-l�i\ -'1tj1IIYi/.. �f' � �f ♦ . , . / NOTE:1. .' � !� .^ ON EXISTING FACILITIES, REMOVECURB` w tis IIIII''IIII IIII'lll� IIIIIII''II , i a I. These Thlets are suttable for blQvole and pedestrIon areas and are to be used Tn'ditches, & GUTTER. any "'6' s."" H IVIUUKt KU. �WALt / 5) UtWALK / FtNLt StL I TUN I/ !n areas subject to any heavy wheel loads. SHALL BE -�1'�. CONSTRUCTED PER ADA AND FAC 2. Inlets subject to minimal debris should be constructed without slots. Where debris is a NTS PICTORAL VIEW TYPE problem inlets should be constructed with slots. Slotted Inlets located within roadway TYPE H clear zones and In areas aacesstble to pedestrians shall have traversable slots. The Arprac WOW TO LEA. A*=• WV)Ot P35 Lb& traversable slot modlfleatton Is not adaptable to inlet Type H. Slots may be constructed at either or both ends as shown on plans. 2 LAYER$ .T/4' 7YPE .S'-3 ASPHAL7JC eYAVQ4EJly M/N.7rlTAL f 1/2" J. Steel grates are to be used on oil Inlets where bicycle traffic Is anticlpated. Steel grates NOTE: ALL RAMPS SHALL BE PER F.D.O.T.INDEX #304, ADA and FAC are to be used on all Inlets with traversable slots. Either cast Iron or steel grates may be SIDEWALK RAMPS 6' 4WJ9VZ7 COVOW7F (L" •lO,j CLJ!/PAC7ID TO SL MLU/P7ID Big ` used on inlets without slots where bicycle traffic is not antloipated. Either oust iron or Pi?X W MAX. DW.97YPL7t AA9WR7 T--Ma Q?AOAAdV AEI? steel grates may be used on all inlets with non -traversable slots. Subject to the seleatlon FA T. wC77 aV 204 of WYamhrd Aays far Rood and 3/ Sp••et eta described above, when Alternate G grate Is speclffed /n the plans, either the steel grate, PROPOSED G�YistiLctkvf' Fti4 Q?ACED AGi GA7E tXN1R5� g� • -3 hot dipped galvanized after fabrrcat/on, or the cast Iron grate may be used, unless the 0 6' HIGH. WALL emd plans stipulate the partlaular type. .A3 SEE L.A. PLANS $' STAAL/ZID SYlL.9SLe (LBR 4oJ CLNtPAC7ID7i7 t9t MLZ7ID 4. Recommended maximum pipe sizes shown are for concrete pipe. Pipe sizes larger than Key isle I � those recommended must be checked for fit. Entrance PAWIM MAX 4E)V577r PDF AA9W70 T--fBa 5' CONC. SIDEWALK 5. All exposed corners and edges of concrete are to be chamfered'. rZo� 6' STAmmAV dt hWar (LA? 40J, W&W !.Yt i%WPA07ID � � � 6. Pavement to be used on Inlets without slots and inlets with non -traversable slots only 52.0 TU 9LiCMR7/flID /a4F.i^7U4 MAX QEN97YPER AAS7I7D T-f6f2 �' when tolled for in the plans but requrred on all traversable slot inlets. Cost to be r3�0 0 a g2w TYPE C, included In contraot unit price for Inlets. Quantitles shown are for Information only. 131, Q 'a 6 TYPE H SY,oraht ears 2k '� >130.0 .. •- . d 2% (TYP) SYmtphr am E'a f sfth l/nF � t#f 7. Traversable slots constructed in existing inlets shall be paid for as Inlets partial, s d g B TYPICAL PARKING SECTION Re % rf S' 1# x eande /� x# and shall Include the oust for slot openings, poring and any required replacement grates. L�onds / x • EXISTING POND 4C �Di IV.fw 3' it Aqw" WOW JW Lft 8. Sodding to be used on all Inlets not located In paved areas and paid for under contract NCL 127.00 unit price for Sodding SY. CAST IRON GRATES 9. For supplementary details see Index No. 201. �__c or fore DITCH BOTTOM INLET - TYPE C & H FLA. D.O.T. INDEX NO. 232 THICKENED EDGE SIDEWALK DETAIL N.T.S. ENTRANCE SIGN / POND SECTION HALF SECTiq 1 CAST /MV MATES NTS 1:5" 4.5 CONC. CUl?B ' _ >r F/N/SH GRAVE 4" ffLa/RB (SSA£ L7ETA/LJ _ _ WHEEL STOP SAWCUT CLEAN EDGE AND T®- MATCH EXIST. PAVEMENT 7YP. EA SYLlr ti t Or Plpm o X ,> "I �a ��` \��% • GRADE PLAN 2 LAYERS► 3/4' 7YPL S-3 A9AWAL71C C WQWX ' PLAN MIN, MTAL f IA- '; a ti 6' c74f/wm cY vow7E ahm 40J, CLa1JPAC7FD 7D SIe w MAwf7ID PROC7La4 MAK A9107YPD? AoI W7V 7--184 W?AOA71aV PD? FACt r SEC7KW 29f of ia6rrl Spera+YkatAays for~ and Bnb�e Cm86WcAh7'fW WWALIEO A6QWV7E BASE CWAM 8" STAAZ" SUWA.W (LA? 40). CWPAC7MM AW MCYJ/l7ED PAW7W MAK MV97YPER AASi M T-tba +' is \`�i rr TO BASE COURSE f� srcta i T ° % �� I ✓ 4" Mln. i. 61-011 • Ana �' 4 0ccft ` o asf Or Rubbed 12'rtl 3Moxn AND BASEMENT 80SrAML/ZEO SUMASE (�A? 4Vj 4#VA'R LYR4 CaWA07ID SECTi><OWW SEMAN i a . . �'� EXISTING PAVEMENT 70 9M A�LY1/I.7M PRW7 W MAX. LIFNSY7Y PER A4 W70 T--f8a � � `� "� � Or � AND BASE Notes TYPE H TYPE S Pitch Optional � �W P)m *° °° W 011-0 yara°' pipPipe s No. 4 Bars, 18' Long PAVEMENT TIE D ETA I L 3'-0' wall -LW Pipe E'-0' wall-�e' Plpe r' e' woaa�s` 8'-P wall-ae Prpe ` x (Two Per Wheel Stop) C TYPICAL DRIVEWAY SECTION E-WZ CONCRETE TYPE 'D' CURB DETAIL � 8 Mtn., 9 Max. N T7 N.T.S. CONCRETE WHEEL STOP - SLOPE DO °.°.�/,��\ ��� CAST IRON GRATE °' 6'x18' I)fr 2T TOP EL. 125.50 6 rf6' lYfi� �' WA (�&7N•) PLAN VIEW �o a1RB (s raFwAi4) 9" INV. 124.50 7r r 8" STAB/L/ZED 54166RAOE e„ Ml INLINE DRAIN * �o y •_;;�- s: � r�=ter•. ---• ;��-� � Notes When used an high side of rnaclways the cross slope of the 3" PVC PIPE .2 LAYERS .i/4' 7WPE S-3 A.SRVAL AC Gi�VQWX F F _ cutter shall match the aross slope of the adjacent pavement M/N.rOTAL J f/2' _� the thlotmess of the Ap shall be 64, unless otherwise shown W/ 90' BEND CONC. RIBBON CURB on Plans. 6' LY'Yi l9YID Ca'.YVLaRS'!t- (18DR 40,a COMPAC7ID 70 5Af'A/cYl/fIED PRrii:ita? MAX DEN9'7YPER A4.9W70 T-18a Q?ADAMV PER 29"X45" ERCP F.QaT. are77Q'V 2?f of swnaod *isaitRa mMS for Rood one says INV. 121.50 Cvwt1„vtA7'&s?W?ADmAaWZV7ESIM-C&MM - CORRUGATED PIPE GENERAL NOTES i� 8' STAALIZW SY/W-q- (LA? 40) , aWPA07ID7L7 AW MOARM 1. For curb, gutter, curb and gutter and traffic separators provide PR191C7A? MA.0 &rN 7rPER AA9WM T--fee - Contraction joints at /0' centers (Max.). Controotlon joints 6' STAt•L/�D SY9ASE OW 40� UNDER c1'1Rbj c>aUPAC7ID u I adjacent to Concrete pavement on tangents and flat Curves are to ra 94W MWRIV PWci?7ci? MAX. LWV.VTrPER AA9W7V T-!ea 1 /2 lip MAX. match the pavement Joints, with Intermediate Joints not to exceed l0 centers. 2. Ends of Curbs Types B and D shall transttlon from full to zero 1/4" per Ft. SLOPE helghts In 3 feet. D TYPICAL DRIVEWAY SECTION J. For use adjacent to concrete or flexible 8" or 1 2" ADS YARD DRAIN j pavement, concrete shown. Expansion joint, preformed Joint filler and joint seal ore required • ► ® on concrete pavement only. j j ' a MODIFIED F.D.O.T. TYPE H D.B.I. OR EQUAL 411 THICK, CONCRETE SIDEWALK DETAIL - STRUCTURE S-CC2 4' & 5' WIDE SIDEWALK Use uQOReinfo aeme�te MODIFIED TYPE F CURB Provide 3/4" Sawcuts NOT TO SCALE spaced at a distance N.T.S. equal to the sidewalk width (NO FIBERMESH) tr - Sae'riitlex r-lr �C 0 0 bA r--r • G� � .�, 1 00 00 Cf 00 00 cv ' cd ow U U a U a o �.y � M P� 'o 0 0) w v .=y 3� 00 •`� lil U vWi a0 U Z ^ O z w w ci rn 0 O z UJ O W Z LL U_ w Q w UJ lJ Y } = m U U m �m z O U '^ w z z 2 o o� y U U 0 O N W m i0 Q 0 J I- L.LI V I-_ Q z LU o O 0 is J i- LL W nC LU cn W cL 0 Q 0 W 4- o W U �. i' UJ G O DATE: 10/05 SCALE: NA PROJECT NO.: 9705.20 DRAWN BY: BW DESIGNED BY: BW CHECKED BY: JDE SHEET NO. 11 SHEET 1 1 of 13 FINISHED GRADE %/j7jM/�7/1//� CONCRETE BLOCK OR BRICK AND MORTAR WALL FILLING AT BOTH ENDS RESTRAINED JOINT DUCTILE IRON PIPE 9. 6 MIN. STEEL CASING PIPE --G DUCTILE IRON PIPE 4" x 4" x 4'-6"- LONG TR EATED WOO SKIDS SEE NOTE 3� SEE NOTE 4) --VENT HOLE -�s- 36" MIN. COVER b�5o 1" STAINLESS STEEL BANDING STRAP TWO PER S OF SKIDS MINIMUM) TREATED WOAD SKIDS AT 10 AXIMUM SPICING SEE NOTE 1" STAINLESS STEEL BANDING STRAP 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. - j\// BARS ALL AROUND t4 MIN. 2CLEARANCE ROUND PIPE.) 6" MIN. (TYP.) TIE RODS INCLUDING NUTS AND WASHERS „ „ / „ (SEE SCHEDULE BELOW) BEARING (TYP.) PLATE C (6" MIN.) ~I MECHANICAL JOINTS #4 BARSnrlil UNDISTURBED EARTH ENCASE TIE RODS IN 1-1/2" PVC SLEEVE D (4'-0" MIN.) L SEE TRENCH DETAILS - 3" COVER FOR PIPE BEDDING REQUIREMENTS NOTES: 1. ADDITIONAL REINFORCEMENTS SHALL BE AS SPECIFIED BY THE ENGINEER. 2. MINIMUM COMPRESSIVE STRENGTH FOR CONCRETE SHALL BE 2500 PSI. 3. BEDDING, BACKFILL, AND COMPACTION SHALL BE AS SPECIFIED ELSEWHERE IN THE STANDARD DRAWINGS. 4. ALL FORM BOARDS SHALL BE REMOVED PRIOR TO BACKFILL. 5. NO ALLOWANCE SHALL BE MADE FOR FRICTION BETWEEN THE PIPE WALL AND THE THRUST COLLAR. 6. DESIGN PRESSURE:? L500 P.S.I.* SCHEDULE OF DIMENSIONS AND MATERIALS * PIPE SIZE (INCHES) DIMENSIONS TIE RODS REWD A B C D DIA, 4 1.35 0.75 0.40 0.20 1.0 150 6 3.0 1.65 0.85 0.45 2.15 150 8 5.35 2.9 1.50 0.75 3.80 150 10 8.35 4.551 2.30 1.15 5.90 150 NOTE TN W M =K ARFJS TO IE COMMM ON aM OF LNPM MFr. SOIL RMMNT 24" x 24" x 6" THICK CONC. PAD TYP. EACH VALVE BOX, 3" DIA. BRONZE DISC ATAMP AS R Q D NC. PAD R BARS ALL 3" DIA. BRONZE SEE NOTE 1) AROUND DISC ANCHORED IN 7 CONC. PAD STAMP SIZE OF VALVE AS REQ'D. e TYPE OF VALVE SERVICE W'`' WADER =.A = " L-2o 4 • : :e DIRECTION & N0. e >; e - . . - OF TURNS TO 4 OPEN A co WATER a VALVE BOX = ;: AND COVER .0: = 4 N -. (TYP.) 4 '• -• < r ,es4 �W �/���\\ ��/\��\�\�\, 2500 P.S.I. CONCRETE MIN. UNIMPROVED CONDITION TOP FLUSH WITH FINISHED GRADE F. k . 9 ASPHALT SURFACE -- BASE 4" x 4" x 18" LONG VALVE BOX (MIN.) PRECAST POST AND COVER WITH 3" DIAMETER (TYP.) BRONZE DISC SET IN GROUT IMPROVED CONDTITION ABOVE. AS SHOWN 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 CITY OF OCOEE UTILITIES DEPARTMENT THE BRONZE IDENTIFICATION DISC IS NOT REQUIRED. MINIMUM LENGTH (FT) TO BE RESTRAINED ON EACH SIDE OF FITTING(S). PIPE SIZE 6" 8" 10" 1 12" 16" 20" 24" 30" 36" 900 BEND 16 21 24 29 32 36 40 43 450 BEND 7 9 1 10 12 13 15 1 16 18 22-1/2° BEND 3 4 5 6 6 7 8 9 11-1/4" BEND 2 2 2 3 3 4 4 4 PLUG OR BRANCH OF TEE 45 59 70 83 95 107 118 129 NOTES: 1. FITTINGS SHALL BE RESTRAINED JOINTS UNLESS OTHERWISE INDICATED. 2. INSTALL FULL LENGTH JOINTS WITH TOTAL LENGTH EQUAL TO OR GREATER THAN SHOWN IN THE TABLE. 3. WHERE TWO OR MORE FITTINGS ARE TOGETHER, USE FITTING WHICH YIELDS GREATEST LENGTH OF RESTRAINED PIPE. 4. IN LINE VALVES AND THROUGH RUN OF TEES OUTSIDE LIMITS OF RESTRAINED JOINTS FROM OTHER FITTINGS NEED NOT BE RESTRAINED UNLESS OTHERWISE INDICATED. 5. LENGTHS SHOWN IN THE TABLE HAVE BEEN CALCULATED IN ACCORDANCE WITH THE PROCEDURE OUTLINED IN "THRUST RESTRAINT DESIGN FOR DUCTILE IRON PIPE" AS PUBLISHED BY DIPRA, WITH THE FOLLOWING ASSUMPTIONS: WORKING PRESSURE: ` 150 _ P.S.I.* SOIL DESIGNATION: GW, ASTMSTAN_DARD D2487_ LAYING CONDITIONS: TRENCH TYPE 4, ANSI/AWWA CP-50-A2150 MINIMUM COVER 3 FEET 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. HOSE NOZZLE 24" SQUARE OR ROUND AND 6" THICK REINFORCED CONCRETE SHEAR PAD. SEE NOTE 1 O.C. 4 AT 9 LL AROUND ---, \ COMPACTED BACKFILL - SEE NOTE 2 N OTES: HYDRANT OPERATING NUT AS RFO'n. - VALVE COLLAR (SEE DETAIL) M J HYDRANT ANCHORING TEE A �111m, �6" BEDDING ROCK RESILIENT SEAT GATE STANDARD I N STALLATI 0 N VALVE AND BOX (SEE DETAIL) 1.THE DEVELOPER MAY 2.CLEARANCE BETWEEN INSTALL THE SHEAR PAD BOTTOM OF BOLTS AND RECESSED UP TO 4" TOP OF SHEAR PAD BELOW FINISHED GRADE SHALL BE 6" MINIMUM. AND SOD THE RECESSED SECTION. CITY OF OCOEE UTILITIES DEPARTMENT FIRE HYDRANT ASSEMBLY DETAIL Ei 3/17/99 DWG' FH FIGi 402 �C3 AP�� Z 0 Z J FIN. GRADE o U U U O 11 U � U cr) 4" FROM SUPPLY �r� GATE VALVE -D TO BUILDING ( DI CLASS 350 CPVC SYSTEM RISER TYPICAL BACKFLOW PREVENTER DETAIL xTs. SINGLE METER BOX AND WATER METER (BY THE CITY OF OCOEE) SINGLE SERVICE CURB STOP CORPO� TION U-B CH (SEE NOTE 3) STOP t' MIN.) zFtl�jl�NG 14* W OD �yyN��TE•{{D UNITE NUMBS,, _n 2U� STOP POLYETHYLENE TUBING (1' MIN.) DOUBLE METER BOX AND WATER METER (BY CITY OF OCOEE) - DOUBLE SERVICE :t CONTRACTOR TO - D AT CURB STOP METERS BY CITY) CORFITTINGTION STOP NORMALLY OPEN) AWWA TYPE C SERVICE MANIFOLD CC THREADS TO METER BOX 5� DOUBLE STRAP _ ASSEMBLY SADDLE -POLYETHYLENEI 30 - 45 DEG. WATER MAIN METER BOXES AND METERS BY CITY z (SENSUS METERS) SINGLE OR DOUBLE, AS NEEDED 4-D.I.P. ONLY 4" ISOLATION VALVE M.J. " M.J. (POTABLE SERVICE TO METER BANK) TEE 4 TEE 2" BACKFLOW PREVENTER W/ DOUBLE TEE DETECTOR CHECK VALVE ASSEMBLY (BY OTHERS) - SEE DETAIL ABOVE. I I TO SYSTEM RISER 1,4" D.I.P. P.O.S. 1��t or 4" PVC 4" GATE VALVE TO FDC IF PVC, SEE NOTE 4 (FIRE LINE TO BLDG.) NOTES: 1. ALL FITTINGS SHALL BE BRASS WITH COMPRESSION/PACK JOINT TYPE CONNECTIONS. 2. NO SERVICE LINE SHALL TERMINATE UNDER A DRIVEWAY. 3. EACH SERVICE SHALL TERMINATE AT A CURB STOP(S) WHICH SHALL BE EXPOSED APPROXIMATELY 3' ABOVE FINAL GRADE AND TIED TO A 2" x 4" x 4" STAKE WITH THE TOP PAINTED BLUE AND MARKED WITH THE NUMBER OF THE LOT(S) TO BE SERVED. 4. 4" PVC to be DR14. E WATER SERVICE CONNECTION DETAILS SET TOP OF VALVE BOX TO FINISHED GRADE FINISHED GRADE CONCRETE COLLAR IJV UNPAVED AREAS (SEE DETAILS) ADJUSTABLE CAST IRON SEE NOTE 2 - 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 O . p °p °O • o 00 o O•o°O.o°p. o°Os o00�0° °O. •o O•p A•o�- ° O. o° O, 0 o O• o 0.o °p t o o0 o c 0 0 0° p o° O• oO°0.0 O° o° p° o° p ° p• ° 0 0 • o O• o O• o O• o O. o O• o° O. o° 00.0 ° D.. p p °O ' o° • ° o O• o °O ' o ,�,o°O°o°O ..o °O.°.o °O.o° •o°O•o°O.o°O 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. METALLIC LOCATING WIRE j CITY OF OCOEE UTILITIES DEPARTMENT GATE VALVE AND BOX DETAIL aTEi AUG. 1990 1 DWG GVBOX FIG o EARLY WARNING TAPE FINISHED GRADE 1 " MAX. PVC WATER MAIN 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 CITY. a� l � ova ct a �+ U W � o � � U a U a �O1-4 0 V4 Qj N U M Qi "d .o 0 �w �cd 3cd o h SHEET NO. 12 SHEET 12of13 LOT LINE N W Lv w cn o z CLEAN -OUT SEE NOTE 1- VARIES WYE WITH 6" BRANCH - B" o END REMOVABLE PLUG Ld z rz yMi I ROTATE TERMINAL DEPTH 300 (TYP.) AS REQUIRED FOR (SEE NOTE 3) "HOUSE" SERVICE (3' MIN.)(TYP.) _ SINGLE LATERAL SLOPE TO TERMINAL DEPTH AT 1.0% MIN. (TYP.) ---, PROFILE VARIES LJ z SEWER MAIN SIZE VARIES � CLEAN -OUT (TYP.) WYE WITH SEE NOTE 1 6" BRANCH " a WYE WITH BEND 6" BRANCH LOT LINE I V 161 0 10 im ifla 1 -SPRING LINE -SEWER MAIN DOUBLE LATERAL 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. GATE VALVE - TEST COCK (TYP.) THREADED NIPPLE (TYP.) - 9" MIN. TYP. FINAL GRADE FROM _ MAIN 18" WIDE x 6" CONCRETE SLAB WITH 4 BAR ALL AROU D (2 REQ'D.) NOTES: 1. ALL PIPE AND FITTINGS 2" AND SMALLER SHALL BE THREADED SCHEDULE 40 GALVANIZED STEEL OR BRASS. BACKFLOW PREVENTER IN ACCORDANCE WITH PLANS APPROVED BY THE CITY GATE VALVE NION 2 REQUIRED) 00 BEND (2 REQUIRED) SERVICE CONCRETE BASE SET COVERS FLUSH IN PAVED AREAS & AT ELEVATIIONS SHOWN IN UNPAVED AREAS. SEE MANHOLE CONNECTION DETAILS TROWEL -FINISHED �- CONCRETE BENCHING MANHOLE FRAME & COVER (SEE STANDARD DETAIL) FRAMES BEDDED IN MORTAR 2 COURSES OF BRICK (MIN. w - --- . INSIDE WALL OUTSIDE WAIL V) a JOINT SURFACES " MIN. a PRE -PRIMED JOINT SURFACES PRE-MOLDED�7 PLASTIC WITH UPER(WRAPPEi„ w TO 13E R09M) a � 6" SQUEEZE -OUT MIN. COMPLETED f 8" MIN. wrrH �t�our 9» i-T 2" MIN. 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. CROWN TRENCH IN UNIMPROVED AREAS TRENCH WIDTH VARIES (3" MIN,) (_SEE TYPE B W/ SIZE OF PIPE BBEDDING AND TRENCHING DETAIL FOR OTHER RESTORATION.) FINISHED GRADE Z LL. N /�_.. -.-_- -.. •- .�//� Imo SEE NOTE 4 /i�. /i ui cLU f, COMMON FILL - PIPE- O;D. - . A N 12" (TYP.) SELECT cn ^_ COMMON o ,i, SELECT COMMON _ /� FILL � o �� co z FILL %�// 000 0 °�0 LL, w BEDDING ROCK j o°$ o o �o/� PIPE BEDDING �/� O�O°O�oO O O O O� X (SEE NOTE 8 8c 9) 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. CITY OF OCOEE UTILITIES DEPARTME 9. DEPTH FOR REMOVAL OF UNSUITABLE MATERIAL SHALL GOVERN DEPTH OF TYPE A BEDDING BEDDING ROCK BELOW THE PIPE, CITY SHALL DETERMINE IN THE AND TRENCHING D ETA FIELD REQUIRED REMOVAL OF UNSUITABLE MATERIAL TO REACH SUITABLE FOUNDATION. DATE _ jAN• 1990 DWG ABEDD FIG-1 CONCRET SET COVERS FLUSH IN - PAVED AREAS & AT UNPAVED NSA AS. IN V-6" MIN. 3'-0" MAX. 5„ I 2, PER SPECIFICATIONS AN"EINFORCEMENT• jETAIL TO BE DESIGNED BY THE ENGINEER AND ..Iffy 1"EDDING ROCK `-�� TROWEL -FINISHED CONCRETE BENCHING SEE MANHOLE CONNECTION DETAILS - MANHOLE FRAME & COVER (SEE STANDARD DETAIL) 9 FRAMES BEDDED IN MORTAR 2 COURSES OF BRICK (MIN. N 4 COURSES (MAX.) INSIDE WAIL 0 V)cr 5" MIN.¢ PRE -PRIMED JOINT SURFACES W � 6" MIN. COMPLETED j 8" MIN. MhMur _ 9 T 2" MIN. OUTSIDE WALL PRE -PRIMED JOINT CCSUR FACES swLDED p�c DINT WRAPPT32�'�VVVtttt �E L� 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 CONNEC1ONS 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. 1990 TWGMHPS FIG, 200 TRENCH WIDTH VARIES W/ SIZE OF PIPE �- UNIMPROVED AREAS 3' MIN. FINISHED GRADE SEE NOE 8) / i\ N I m o � :SEE NOTE 4 � COMMON FILL /\ n cn I /\ PIPE O.D.. %.CD N SELECT z //\� COMMON o 0 UNDISTURBED : / /� FILL m z LLJ AH (SEENOTE 3) NOTES: 1. PIPE BEDDING: SELECT COMMON FILL COMPACTED TO 95% OF THE MAXIMUM DENSITY AS PER AASHTO T-180. 2. TRENCH BACKFILU 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 CITY OF OCOEE UTILITIES DEPARTMENT ROAD CONSTRUCTION SPECIFICATIONS, RAISED 1-1/2" LETTERS FLUSH WITH TOP OF"'-" 2 - NON PENETRATING PICK HOLES 23-3/4" MACHINED MATING SURFACES 6 I-1-1/4 J722-1/4" 2-7/8„ ELEVATION PRECAST -TEE WAALNL OLE INFLUENT SEWER SEE NOTE 3) CONCRETE ENCASEMENT 6. OF VERTICAL PIPE DROP PIPE (SEE NOTE 1) INLET CONNECTION AS REQUIRED 90° BEND 2» PRECAST STANDARD DROP DETAIL = : MANHOLE WALTRANSITE COLLAR ENCASED IN NON -SHRINK GROUT FLUSH WITH MANHOLE WALL PVC OR DIP (SEE NOTE 2) q. :d PRECAST --' RECAST -: : • -4. MANHOLE a 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 CITY OF OCOEE UTILITIES DEPARTMENT LINES WHICH HAVE AN INVERT 2' OR MORE ABOVE THE MANHOLE INVERT. MANHOLE CONNECTION DETAILS DATE DWG, MHCON FIG_ 201 a~ B 00O 0000 00 U •"�"� MM� 0000a bbb o o cd R+ U a U a o 0 WWp4 �cn U M o a�i LLI uj uz o zw� 00 w 0) o z W O ZLLW a w LLI W u =m ----- lillu u m om z 0 u w H z W 2 2 0 V u W O W a 0 _I a F- W z o W W W � OLL � uiLu CL O Q Q O L= o z � � Q U W � LLI Q DATE: 10/05 SCALE: NA PROJECT NO.: 9705.20 DRAWN BY: BW DESIGNED BY: BW CHECKED BY: .JDE SHEET NO. 13 SHEET 13of13 ESPLANADE APARTMENTS PHASE 1 ?� 130.14 129.74 ( 130.37 130.12 130.15 130.34 30.25 1j130.42 1.14 130"b% 130.89 131,00 130.97 ♦ 130.74 LEGEND: 131.25 130.91 162`� 131.86 0 DENOTES GREESE MANHOLE 13a97a L�' € 129.93 13t�' o s6�36 <� \� ♦ 'SQ'J 131.91 131.57 J O DENOTES BOLLARD ❑ ,3, 4, .\`L'I 12a76 �, ♦ F -" 131.65 DRAINAGE INLET ' � � �� TOP OF GRATE= 130.18' 131.31 \` ♦'� 131.90 ? Os DENOTES SANITARY MANHOLE DRAINAGE INLET 1128.93 129.44 `` 3gs> 131.04 TOP of GRATE - 129.86' ,� 1129.01 128.29 130 02 s 131.57 ,SoOp,pp E - /�' j 13'•76 �3166 POINT DESCRIPTION POINT DESCRIPTION ❑ DENOTES DRAINAGE INLET �N 55n » CHERRY ,30.02 ,. 131.10 131.1V. 614 10 CHERRY 1707 10 �. 131.26 615 12" CHERRY 1708 10" CHERRY C_Q� DENOTES WOODER POWER POLE 1289s11 129.61,• �` ^ram ♦♦ �° 616 7" CHERRY 1709 6" TWIN CHERRY DENOTES CONCRETE POWER POLE 1750 % '29'Ss -` r POINT TO BEGINNM 27" OAK 1710 10" CHERRY �'\ I r 129.8 129.98 632 11" CHERRY 1711 11" CHERRY -�- DENOTES OVER HEAD ELECTRIC 130.58 129.48-633 12" OAK 1712 9" CHERRY �: 130.63 �634 11" OAK 1713 14" OAK" a DENOTES TELEPHONE RISER ; 0s �� i 'l 1755 )1754 / �1175153 .128.92 DRA�AC�IATET 129.35126.36 TOP GRATE - 729.09' n n ,30.77 , 12B.7941- �\ 227 635 8" ��OAK 1714 12 OAK 636 27 OAK 1715 7 OAK DENOTES CURB INLET rn� 637 12" OAK 1716 8" OAK 130.41 123.79 INV 13o.5s �,.131.48 128.94 ,23.96 , '' ���� 538 19" OAK 1717 8" CHERRY DENOTES WATER VALVE 12s.31 i '30'04 �`.� j "°' , ; 639 15" OAK 1718 9" CHERRY 130.61 t29.98 \ / 4 228 640 16" OAK 1719 8" TWIN CHERRY DENOTES FIRE HYDRANT 1306n I z I 641 14" OAK 1720 14" CHERRY cc)-_ 174(IV > 129.64 / / � 642 11" OAK 1721 6"-10" TRIPLE CAMPHOR -uw- DENOTES UNDERGROUND WATER MAIN I o - 1301748 643 7„ CHERRY 1722 8 CHERRY CV 129.62� » » -Rw- DENOTES REUSE WATER MAIN I CA �` � o � 130.80 644 6 CAMPHOR 1723 9 CHERR9 i a, `� a ,29.,6 ` A� �M%' 229 545 12" OAK 1724 8" OAK I S 130.2 \ o / 646 6" OAK 1725 8" CHERRY 1 Q O 129.82 129.59 1741 005 /tA I �\130.89 547 7" OAK 1726 7"-9" TWIN OAK i 1742 1747, 648 16" OAK 1727 6" OAK DESCRIPTION: D 129.84 �� „ SANITARY MANHOLE I 1743 "�- %' TOP OF RIM=,3D.48' \ -'- 649 6 CHERRY 1728 6 CHERRY Cop i o '` 1744 °� / NN W>9TERLYLINEOF 650 6" CHERRY 1729 5"-6" CLUSTER CAMPHOR A portion of the Northwest 1/4 of Section 32, Township 22 South, Range 28 East, being more particularly described as follows: oC CD -, 1745/174s ,3o.a4 N DRD�DRUK,PHASE TWO 651 8" TWIN CHERRY 1730 7"-5" QUADRUPLE CHERRY X i 1 129.54 / °' ,/ ryCv' 1 PLAT BOOK 37, PAGES i6-16 " " Commence at the Northwest corner of said Section 32; thence run South 89' 59'26" East, along the North line of the Northwest wo r- I 13os3 / O ,i, ti r 23Q 652 16 OAK 1731 5�� 10" TRIPLE CHERRY -U -� I 130.41 130.55 �- 1718 / 1721 ! / �� 653 7 OAK 1732 6" TWIN CHERRY 1/4 of said Section 32 for a distance of 40.00 feet, to a point on the Easterly right-of-way line of Maguire Road; thence run I 130.38 / 17n i /' 654 rn 130.46 1738 1739 M 14 OAK 1733 6 -7 TWIN CHERRY South 00' 21'35" East, along said Easterly right-of-way line for a distance of 670.02 feet; thence departing said Easterly i r" n „ ,> N , „ 1 131.05 31.0 1716 130.35 / �I 655 9 CHERRY 1734 8"-12" TRIPLE OAK right-of-way line, run South 89' 59 26 East for a distance of 1473.00 feet to the Southeast corner of Lot 143, CROSS CREEK, N14'30 44 E I n 129'36 zin4o 1715 / 130.43 656 6" OAK 1735 17" CABBAGE PALM PHASE ONE, according to the plat thereof, as recorded in Plat Book 33, Pages 30 and 31, Public Records of Orange County, 96.10' I ,3,.D2 i I �, 1713 1714 '72d 171s ` " PHASE ONE; thence South 03° 59'26" East Li ,� 657 10" CHERRY 1736 12" OAK Florida, said corner being on the Westerly line of Tract D of said CROSS CREEK, 1130.83 1735 1736 1711 1712 17D9 129.89 ! 658 6" CHERRY 1737 4"-6" TRIPLE CAMPHOR along said Westerly line of Tract D and Lots 146 and 147, a distance of 85.00 feet; thence run South 06' 00 34 West, along 1737 DRAINAGE INLET \ 659 7" CHERRY 1738 10" CHERRY the Westerly line of Lots 147 and 148 for a distance of 104.67 feet to the Southwest corner of said lot 148, said corner being TOP OF GRATE -129.96 129.78 1734' 1710 1708 the Northwest corner of CROSS CREEK, PHASE TWO, according to the plot thereof, as recorded in Plat Book 37, Pages 16 M 129,5E 621 _�172a ''� / '`' 130.08 / 660 8" CHERRY 1739 6" CHERRY" 0 1732 1725 1722 170P 1707 / / ' through 18, Public Records of Orange County, Florida; thence along thWesterly line of said CROSS CREEK, PHASE TWO, the _ ._.,_1z� J L D 1 661 8" OAK 1740 6"-9" TRIPLE CHERRY „ " SANITARY MANHOLE ❑ M 1733 �� 1726 y. 618 C " �� followingcourses, South 06' 00 34 West, a distance of 130.33 feet; thence South 02' 59 26 East, a distance of 70.00 feet; TOP OF RIM=130.15' >\� J 17,27 1705 j \ 662 7 TWIN CHERRY 1741 6 CHERRY , » , „ 130.16 129.74 s a �`S �`i1 �74.69 " n „ thence South 13° 10 53 East a distance of 233.68 feet; thence South 01 ° 03 18 East, a distance of 207.54 feet; thence South 663 10 CHERRY 1742 8"-10" TWIN CHERRY . „ , „ 130.15 130.11 .. 130.19 130,48 7� \rA F WATER ELEVATION - 124.70' " " 70° 4211 West, a distance of 115,17 feet; thence South 22° 22 34 West, a distance of 144.10 feet to the POINT OF BEGINNING; \ 17s2 1703 �� O 664 6 OAK 1743 8 CHERRY 125.05 n n „ thence continuing along said Westerly line, South 22' 22'34" West a distance of 323.87 feet; thence South 08' 26'23" East, a ! 130.48 ,.- 1702 17oas17 s97 N MITERED END SECTION 665 6 4 TWIN CHERRY 1744 10 CHERRY n \ .. INV. ELEV. - 125.06' distance of 317.89 feet; thence South D3° 00 08 East, a distance of 360.51 feet to the Southwest corner of said CROSS CREEK, 130.36 1 , 95 129 666 11" CHERRY 1745 11" CHERRY 1728 1761 70D MITERED END SECTON » r! PHASE TWO, said corner also being on the Northerly right-of-way line of Moore Road; thence departing said Westerly line of I 1731 �-130.91 13n02 INV. REV.=125,31' 667 6' CHERRY 1746 5"-8" TRIPLE CAMPHOR 173D 1701 130.21 .62 _U „ „ „ CROSS CREEK, PHASE TWO, run South 89' 5622" West, along said Northerly right-of-way line of Moore Road, a distance of , rn D� 668 10 8 TWIN CHERRY 1747 16 CHERRY 130.44 1729 1i n �' -i O » 514.12 feet to the Southeast corner of Lot 2, PLANTATION GROVES SHOPPING CENTER, according to the plat thereof recorded in I � m� 669 7 CHERRY 1748 6 CLUSTER CAMPHOR 31.02 [130.65 1758 130.27 Plat Book 43, Page 10, Public Records of Orange County, Florida; thence along the Easterly line of said Lot 2, the following three ' Ili N� 1 ` oc, 670 11" CHERRY 1749 13" CHERRY coursed, North 00' 18'25" West, a distance of 126.90 feet; thence North 54' 01'49" East, a distance of 25.99 feet; thence North ,3oB4 I €) ,3o.4s 698 1 wm 671 CLUSTER CAMPHOR 1750 10"-13" TRIPLE OAK 00' 22'42" West, a distance of 478.93 feet to the Northeast corner of said Lot 2, said corner also being the Southeast corner I 1�sa 732.5E fisn ,3o.,s� 1� 672 7" CHERRY 1751 8" CHERRY of Lot 1, OPUS SOUTH, according to the plat thereof as recorded in Plat Book 33, Page 21, Public Records of Orange County, 12.94 18as 1766 1757 sss' 130.73 ".�\ , G)D 673 7" OAK 1752 8" CHERRY Florida; thence along the Easterly line of said Lot 1 the following four courses, North 58' 38'02" East a distance of 23.43 feet; 130.09 ,3o.2e -1765 1755 , TTiM 674 14" CHERRY " » 0 689 ' ,N 1753 6 CHERRY thence North 14' 30'44" East, a distance of 96.10 feet; thence North 00' 12 36 West, a distance of 156.08 feet; thence North 16os r7s4 1763 °' 675 8 TRIPLE CHERRY 1754 6" CHERRY 15' 41'17" West a distance of 147.26 feet to a point on the Souther) line of ESPLANADE APARTMENTS, PHASE 1; thence along 13o.5i ( a , 676 " P y g � ,.,3D.51 ' ' 677 7 RRY 1755 6" CHERRY said Southerly line of ESPLANADE APARTMENTS, PHASE 1, the following four courses, North 75' 00'00" East, a distance of 55.00 I 1B°q 620 688 887 ' CHERRY 1756 14" CHERRY feet; thence North 58' 56'29" East a distance of 127.73 feet; thence North 47' 06'27" East, a distance of 30.73 feet; thence 1B02 18D3 ss5 696 686 . �° " 678 11 CHERRY 1757 3.5 -7 QUINTUPLE CAMPHOR 130.49 130.67 South 67° 36'50" East, a distance of 395.75 feet to the POINT OF BEGINNING. ,29.9� onn 130•91 \, 679 10" CHERRY 1758 18" OAK DI z '� 1801 799 1767 797 798 623 1768 176s 6B4 � ' 891 ;'-,t130 680 10" » CHERRY 1759 10.695 „ CHERRY -{ I I 694 692 w -_ 681 10 CHERRY 1760 9" OAK D �z 13a.18 130.45 0 , '- 682 10�� CHERRY 1761 15" CHERRY o Q 12s,24 1807 1770 693 130.80 681 N N I 683 6"�� OAK 1762 11" OAK" SURVEYOR'S NOTES: N N 1785 =662; J 251 684 12�� OAK 1763 23" CABBAGE PALM w I 816 1783 1780-,3o. 1771 615 130.22 - 680 / 685 16 „ OAK 1764 15" OAK n = r (,,,I �, 1784 ::1782 = - :614 / 686 12 CAMPHOR 1765 20" 21" TWIN OAK Bearings shown hereon are based on the Northerly right of way line of Moore Road as being S 89'56 22 W. ( Based on assumed Do o 130.03 1781 1772 ,3o.e3 „ cD ° C 129.13 I 687 10 TWIN CHERRY 1766 7 CHERRY 612 datum. "'G) ^' 67s ess \ 1�o B -- 688 12" CHERRY o ms 1773 fis71767 6" OAK There may be easements and restrictions of record and/or private agreements not furnished to this surveyor or shown on this Z 1 17776 9 ! 1774 130.87 s78 \ 689 7" ��CHERRY 1768 6" CHERRY boundary survey that may affect property rights and/or land use rights of the subject property. F 131.os 177s 3o.3e \ 690 14 CAMPHOR 1769 7" CHERRY B74 -03 660 252 691 14" CHERRY 1770 7" OAK This Survey was performed without the benefit of an Insurance Title Commitment. ,3046 13 s�5 s1 692 8 CHERRY 1771 16" CHERRY 131.16 671s7o 13o.a3 693 6" CHERRY CHERRY 569 ' 1772 10" 668 13D.52 » There may be environmental Issues and/or other matters regulated by various Departments of Federal, State or Local Governments 13t14 , _------- - 694 12 CHERRY 1773 20" OAK 673 affecting the subject property not shown on this survey. 1 1330. 178s ,I 695 9" CHERRY '° 130.88 1774 16 CAMPHOR 13234 659 s53 695 6" CHERRY 1775 19" OAK This Surve was performed for the sole and exclusive benefit of the entities listed hereon and shall not be relied upon b an other 1787 7s4 s77 s52 796 s7s s72 sa8 ss4 253 697 6 UNKNOWN 3 y P P y y 657 655 WI " entityor individual whomsoever. 131.52 1788 1776 10 OAK � 13td4 B�1 '': „ ss6 g 698 6 TWIN UNKNOWN 3 " 1�as - , ; w 1777 8 CHERRY This Survey is not valid without the signature and original raised seal of a Florida licensed surveyor and mapper. I ,30.67 7s0 793 795 664 B65 13D.93 sso, 6491 �444s (', I, 0 699 8" CHERRY 1778 8" 10" TWIN OAK 130.62----------130.89 „ 134.4i' 791 6421308E o 700 14 TWIN CAMPHOR 1779 6" CHERRY Underground utilities and improvements were not located, unless shown hereon. 792 663 s4s �' C° 790 9 OAK " 9 P 132.33 ��s� 662 s4o` 539 s 1780 8 CHERRY 1MM 131.0E 647 fi45 N CT1 791 10" OAK " 646 1781 10 OAK Underground utilities shown hereon were located and marked b the individual utility companies. This surveyor only shows these 134•50 130.63'_ g Y Y P y Y 130.22 N , 792 6" 9" TWIN OAK 782 8" OAK above ground markings as field located and is not responsible for inaccurate and/or possible utilities not shown. 13494 t30JD r132.70 254 793 5" 10" QUINTUPLE OAK 1783 7" CHERRY 133.47.. 131.58 130.17 1271 42 794 6" 6" TWIN CHERRY 1784 9" CHERRY Subject property shown hereon is in Zone X, according to Flood Insurance Rate Map panel number 12095CO220E, map date Rw Rw Rw=----Rw�-Rw------__ 130,�gDFD•I•P--+26D 5e6 130.45 ,30.2.E / ry" 130.86 795 7" CHERRY " " 12/6/2000. ,3i.67 134.5i RW__-_ 13za� / 1785 5 6 TWIN CHERRY 131.13 Rw 127.49 127.35 ��' 796 11" CHERRY 1786 6" CHERRY -'-. R W 127.39 128.85 127 38 127.34 MITEREDINVD 62L88 131.00. ,. 131as \ . ,z�,4o ;. 0.34 _ 797 10" OAK 1787 9" CHERRY Elevations shown hereon are based on Orange Count Datum, Benchmark Number L-933-004, elevation being 129,86. 13DJ g y g 130 55 130.53 13D.38 130.26 130 03 !131 O6 1'� ' 13° 39- -1iO- '� 7 9 8 11 0 A K " I 131.7 I ( I l I I I I I; 129.88 I 131a, I 131.0-1/ 131.13 129.35--_78---- 128.95 129.15 / 130.09 130.24 130.42 130.53 -129.39 �3n.00 -.130.35 130.49 130.68 130.79.: 130.91 131.30 131.46- 129. 130.41 130 130.77 .95 ----- - 2995 131.12 131.21 131.4D �� _- 131.45 131.61 131 64 131.71 128.49 129.80 129.56 130.09 131.03 13115 130.49 130.59 ,31.29 130.81 a: 130.98 131.09 1: 12 .12 06 ' -- -- .-- --9�t - - - - 129 1_ -9-65 129.66 _ ------------ a 129.63' �,,,,,- ,29.50 130.71 �_ r.-_ ii,tt 130,82 130.70 131.00 129.80 130. 3 131.49 128.88 / ---X X- - - - - - - 128.91 i 130- 0 130.56 :131.18 130.92, 131.05', 130.40 i� 1788 7 OAK - 130.35635 799 10" 5" TWIN OAK 130.55 130. �' 131.37 130.82 `\ 13 1 R�1 638 11 „ OAK 1789 �� AK f' 83. w 800 N 131.36 536 a7. 1801 7 OAK 01 13o.4s 7 634 0 1701 9 CHERRY » 1802 7 9 TWIN CHERRY 3 : ? OVERFLOW STRUCTURE MITERED END SECTION MITERED Etm CTION _ ....... 130.08 TOP OF GRATE - 129.50' � ; 131. INV. - 12,.69• � INV. =,2,. � 130.37 13o.eB s10 vl_ 255 1702 18" 8" TWIN CHERRY � � \ -� 10" CAMPHOR1803 7 CHERRY ) 30.16 \ a 131.25 ` MITERED END SEGTIDN Rey 1703 1804 7"-14" TRIPLE CAMPHOR •. INV. = 12,.64' 632 f - " 1805 9" CHERRY ,3,.,4 ,3D.5$ `� \ 1704 6 -8' QUADRUPLE 131.40. 129.05 , 30.80 y0' 12888 131.55N i 131.07 131.07 631,-.'633 1705 8" TWIN CHERRY » » 131.50 133�8°. 130.3400 130.62 Rty\ 1806 12 -14 TRIPLE CHERRY -------- 13,.83 1 129.35 co 132oi; r-- 1706 8" CHERRY 1807 13" OAK ... ` \13QiD3 _ 129.47 129.65 130.84 \ f- -/ 131.63 .. _...... Rw r ._ �- 3 3 0 "'_-4:Ai� 131.83 - O_ -1A0- ✓ . __.. 13208 -- -/ 131.46 `� - 131,10 132.0D 1 13�.1 130.57 / --_,86 `13210���_.� 131.13 _ _ 131.47 131.41 132.52 1.88 131.35 131.11 13 ".0.131. 6 .9 .. ni.3 / UW ----- 131.41-------------- 131.60 -- - --� 130.95 131.37 - 131.65 �3247 132.44 \ 6 72 131.21 131.34 131.46 131.56 - 132.49 i 33 132-23 131.80 131.13 13t 50 32,59 133J6 131.06 131.36 131.56 i31.59 131.97, 132.34 -----13265 13268 ---- - 1.31,64:_ , _ . _:. . 32-, ' _.. 131.33 131.95 - - - - - - - - - - - - - - - - - 131.63 131.8i 13254 132.15 132.78 13231 132.7i 132.72 133.02 132.35 1 .23 .. ------------------------------------ ..: - - - - - - -- - _- - - - - -- - - - - - - - - - - - - - - - - - - - .. 132.28 _ _ -- - - - - --132.T1 _ - - 133.42 .:,. 132.77 .. 13264 .._ 132.46 _..,..... 132.32 132.23 13246 13253 131.80 131.98 . 131.87 132.20 132.32 1324B - - 132 6,5- - - - 132_80 _ 1 3P99--33.2P- 33.32 133.44 : �.- - -- 133.18 . _ 133.17 -.::- - 132.19 1328313234 ;.:13278 . 133.04 132.03 - _ 132.85 132B2 .. 132.68 13290 13247 132,42 13242 20 131.29 131.42 131.52 131.71 ' 131.84 131.98 131.07 132.16 132-34 132.54 132.78 132.87 133.03 133.13 132.93 _._ - - - - - _ _ - - - - �-- - -------------------------- ---------------------------- 130.53 130.30 - - - - -- - - --------- _ ----'-----------_-------------------.--=--'----'- 13t.78 ._.,._- 131.20..... :. .. ___. .... - - - - - �$M9L ---------------- _ ou"32.26 ,31,92 1322D " 130.43 130.75 13233 131.10 - - 131.94 13216 • _ 132.22 133.05 13297 03 '133.14 132.92 132.00 132,71 1328, ` ` 133.13 ':133.31 ....-....� 132.63 132.62 131.B0 132.4 132.35 132.4 :� 132-57-. 32.33 13298 13276 1325 ,. .. ._ .:-.: _...". ....._.__. -,.:132.99 -132.91 - - - - X X- -X- -X X- 132.33-X-.. X- -X 13232 132.61 X- -X- - _ _ - - :...- 13299 133.36 - 133.07 - - - QE at - - CURB INLET (TYPICAL) W a: C0 � W Cf) U 0 T W^^ Z o Q � CO Q OO I_ 0 LL 0 � Y� Cr) z a. 0 ® W ,J N 0- v to W o z ry O F_ CN Q 0 z w D /f1 V� M0 W w N � z X UOLi mW v=id:2 m d LL1 0 r m � 04 Ld (n z o V) � z m a O Y rJ z Ld EK 0 _t -1 W 1n Ld Q or o L, V) z a Ld ftf � IQ JOB # 24365 DATE: 1 /18/05 SCALE: 1" = 60 FEET CALC BY: JLR FIELD BY: DY DRAWN BY: DM CHECKED BY: JLR SHEET 1 OF 1 Landscape, Hardscape and Irrigation Plans City of. Ocoee, Florida Revisions 1 1.6.06 Revised per layout changes dated 01.04.06 2 3.27.06 Revised per Client comments dated 03.22.06 3 7.26.06 Revised per City comments dated 6.22.06 4 10.25.06 Updated Water Utility per Engineering Plans ji Is • arc cis cis cis SSW and B(ish, LLC 00i 4203 Vineland St. 8uilding K, Ste. -i daly design group inc. Land Planning .Landscape Architecture .Project Management 604 Caurtland St., Ste. 202, Orlando, Florida 32804 Phone 407.740.7373 •Fax 407.740.7661 . www.dalydesign.com M 4"UNIMIWAk SHEET 1-11-H3 H4 L1-L3 L-4 L-5 L-6-L-7 11-13 1-4 1-5-1-6 LI-1 Hardscape Plans Hardscape Details Landscape Plans Landscape Details Landscape Specification Sheet Prototypical Landscape Plans Irrigation Plans Irrigation Details Prototypical Irrigation Plans Lighting Plan a OCT 2 5 2006 9802C YS a M o� O N tG N O_ m 3 v fV S U N � ,. G C 0 t „ 5 n: 3' DECORATIVE r� BLACK ALUM. 4" CONC. CAP 1I 21-011 F-6— 6' decorative aluminum detail EN NOT TO SCALE Exit Gate 0 A VVall CIUVaLIUf l �1-1-4)NOT TO SCALE �- STONE FINISHED COLORED BLOCK (MATERIALS AND COLORS TO, MATCH PHASE 1) 6' DECORATIVE BLACK ALUM. FENCING n 6'-0" 6' Center Island Entry Gate Elevation I-4 NOT TO SCALE Entrance Gate y- 41-011 �_ Pedestrian Access Gate of to Scale edestrian Access k wall ors Standard Rowlock Brick NOTE: perimeter wall height shall be measured from the finish grade on whichever side of the wall is higher, front or back. Screen Wall Elevation A B (to match Phase 1) Not to Scale MUL1I—N1b MtIAL NUUf 00 00 PARK ARCHITECTURE . W. H. PORTER, INC. 4240 N. 136th AVE HOUAND, MI 49424 (610) 399-1963 Gazebo Elevation G AG L31 IUN <JUIUI 111 1 —1 11/16" ��..�..ete Pad Not to Scale QSignificant Changes �Cn 1010 o>1 U � Q. o co 4 �I- a� o ro� 6 ro C co � m /� L ' - o I..L ® ^0^`` 20 0 �O N m o ai . U) a v� W J � 7� ro o U 'C) ro 0 (f T 1q z a) E E ca r o +, cc o U) o Uj a> o_ QCL � m n m Ir co CO CO 0 w N N O Q 0 Co N '- W>> C CU U _ cu U � 0 cc W a� o o R3 06 � o to U U U L� c� a NOTES: 1. WASHINGTONIA AND SABAL PALMS INSTALLED WBOOTS AND SKIRTS INTACT. 2. SEE PLANS AND SPECS. FOR PALMS WBOOTS TO REMAIN ON TRUNKS. 3. FINAL TREE STAKING DETAILS AND PLACEMENT TO BE APPROVED BY OWNER. 4. CONTRACTOR SHALL ASSURE ADEQUATE PERCOLATION OF ALL PLANTIN PITS PRIOR TO INSTALLATION, 2N4" WOOD STAKES PAINTED BROWN PRUNE AND TIE FRONDS WITH HEMP TWINE TWO LAYERS OF BURLAP TO PROTECT TRUNK Y TWO STEEL BANDS TO SECURE Z BATTONS FIVE 2"x4"x18" WOOD BATTONS PAINTED BROWN 0 3 - 2"x4" LUMBER POLE BRACE, �4 NAIL (DRILL AND NAIL IF v NECESSARY)TO BATTONS AND 2"x4" STAKES. FLAG AT MIDPOINT AND AT BASE 2" MULCH r= BERM SOIL TO HOLD WATER PALM TREE GUYING DETAIL NOTE: CONTRACTOR SHALL ASSURE PERCOLATION OF ALL PLANTING PITS/ BEDS PRIOR TO INSTALLATION. FINISHED GRADE FINISH GRADE Ll III(IPE=' PREPARE PLANTING SOIL AS SPECIFIED NOT TO SCALE SHRUBS SHALL BE PLANTED 2 HIGH WITH SOIL MOUNDING UP TO THE TOP OF ROOT BALL. 2" MULCH RING WIDTH OF PLANTING HOLE SOIL BERM TO HOLD WATER SHRUB AND GROUND COVER DETAIL NOT TO SCALE rim VARIES WITH PLANT BALL Tree protection baracade shall be located to protect the total area within the drip line or a radius of 20' whichever is less. QTYPICAL TREE PROTECTION DETAIL NOT TO SCALE 1/2" DIA. BLACK RUBBER HOSE ----NEW 'OR EXISTING TREE TIED WITH DOUBLE STRAND 12 GA. GALV. WIRE MIN. 3 GUYS PER -- -- CONCRETE SIDEWALK TREE fj TURNBUCKLE AND WHITE GRADE FLAGGING ^ f^�. ,h3" MULCH RING WIDTH OFPLANTING 771­ HOLE NOTE: BURLAP TO BE REMOVED FROM TOP HALF o o ` '�1 RS-12, RS-18 OF ROOT BALL �' ROOT BARRIER I BACKFILL E NTS 2"x4" WOOD STAKES OR #5 REBAR 24" LONG 3" BELOW GRADE PLANT TABLET (SEE SPECS FOR QUANTITY) PREPARE PLANTING SOIL AS SPECIFIED LARGE TREE GUYING DETAIL Detail for trees greater than 2" cal. NOT TO SCALE 12' PLAN NOTE: CONTRACTOR SHALL ASSURE TCOL.ATION OF ALL PLANTING PITS PRIOR INSTALLATION. =1NAL TREE STAKING DETAILS AND aCEMENT TO BE APPROVED BY OWNER. PROTECT TREE TRUNK WITH BLACK RUBBER HOSE #10 GAUGE WIRE THREE 2' x 4" x 8' STAKES SPACE EVENLY AROUND TREE PAINT BROWN 3" MINIMUM OF CYPRESS MULCH SOIL BERM TO HOLD WATER B & B OR CONTAINERIZED ( SEE SPECIFICATIONS FOR ROOTBALL REQUIREMENTS) PREPARED PLANTING SOIL AS SPECIFIED SMALL. TREE GUYING DETAIL Detail for trees smaller than 2" cal. NOT TO SCALE -+ .+ .+ NOTE: ALL SHRUBS AND GROUND COVER MASSES + .+ -+ TO USE TRIANGULAR SPACING EXCEPT WHERE NOTED REFER TO PLANT LIST FOR + + + + + INDIVIDUAL PLANT SPACING W. CURB OR EDGE OF PAVEMENT TYPICAL PLANT SPACING NOT TO SCALE SECTION NEW OR EXISTING TREE GRADE Allt CONCRETE CUR -�..._...>_�I`z. 'y ASPHALT ,f N � RS-24 ROOT BARRIER NATIVE MATERIAL BACKFILL NTS SECTION NOTES: 1. INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 2. THE RAISED ROOT GUIDING RIBS MUST BE FACING TOWARDS THE TREE ROOTS. 3. THE TOP OF THE BARRIER PANELS MUST BE SLIGHTLY ABOVE GRADE (NEVER BELOW GRADE). 4. POSITION BARRIER PANELS VERTICALLY WITH TOP AGAINST THE STRUCTURE TO BE PROTECTED. 5. ALL TREES WITHIN 4' OF THE PROPOSED SIDEWALK OR EXISTING ROADWAY WILL REQUIRE A TREE BARRIER TO BE INSTALLED PRIOR TO CONSTRUCTION. 6. ALL TREES WITHIN 10' OF UNDERGROUND UTILITIES WILL REQUIRE A TREE BARRIER TO BE INSTALL PRIOR TO CONSTRUCTION 7. NO PERMANENT FIXTURE OR TREE SHALL BE LOCATED WITHIN 10' OF ANY PIPLINE QTYPICAL TREE ROOT BARRIER NOT TO SCALE Q General Landscape Notes® 1. Landscape Contractor shall be responsible for all materials and plants as called for on the landscape plans. The list of plant quantities accompanying the plans shall be used as a quide only. Contractor shall verify all quantities and report any discrepancies at time of bidding. 2. All plant material shall be graded Florida No. 1 or better, as outlined by "Grades and Standards for Nursery Plants", Florida Department of Agriculture and Consumer Services, division of Plant Industry. 3. All planting shall be top dressed with a minimum 2" . shredded cypress mulch or equal. 4. The Landscape Contractor shall be wholly responsible for the stability and plumb condition of all trees and shrubs and shall be legally liable. for any damage caused by instability of plant material. The staking method, if not shown by detail on this plan, shall be approved by the owner or his/her authorized representative. 5. Every possible safeguard shall be taken to protect existing trees that are, shown on the landscape plan to be preserved. 6. The Landscape Contractor is responsible for cleaning all debris associated with their work.. 7. Height and spread specifications refer to the overall plant form. Singular branches may not be used to meet minimum requirements. 8. Landscaping shall integrate the proposed development into existing site features through consideration of topography, hydrology, soils and vegetation. 9. All landscaping areas shall be protected from vehicular encroachment by curbing. 10. All landscaping shall be installed according to accepted commercial planting procedures. Soil, shall be free of limerock, pebbles, or other construction debris. 11. All landscaping shall conform to the City of Ocoee standards. 12. All planting shall be healthy and free from disease and shall be selected from the plant list provided in the land development code. The landscape architect may use additional species provided they are not on the list of prohibited species as defined in the codes. 13. Plants shall be installed during the time of the year most appropriate for planting the particular species. If compliance with this city requirement requires that all or some of the plant material be planted "after" the issuance of the certificate of occupancy, the developer may post a performance bond sufficient to pay for the installation of the "required" but not installed landscaping. 14. Landscaping shall not interfere with power lines, sewer or water pipes or any other existing or proposed utilities 15. All landscaping areas shall be 100% irrigated wtth an automatic irrigation system. 16. The developer and/or their successors, shall be responsible for the maintenance of all landscape areas. Landscape areas shall be kept in a neat, healthy and orderly appearance free of refuse and debris. The city shall conduct periodic inspections to assure that all "required" plant material is in good, healthy condition. 17. Tree caliper size to be measureed as diameter breast high. 18. Prior to the issuance of any permits or the removal of any trees, protective tree barriers shall be installed around those trees that will remain on site and shall be inspected by the county. 19. Ball & burlap material shall be an acceptable alternative to container grown trees. 20. Occasionally there is the potential for site modification due to revised field grading, clearing of existing tree canopy or other unforeseen conditions. The Landscape Contractor shall be responsible for informing the Owner and Landscape Architect of site conditions adverse to the healthy establishment of any plant material prior to planting so that, a resolution may be achieved. 21. The Landscape Contractor shall be responsible for arranging a pre -construction meeting with the Owner and Landscape architect in order to address and clarify any questions, concerns and/or conditions related to these drawings or the existing site. 22. Landscape Contractor shall use appropriate container size to meet minimum plant height, if minimum plant height can not be met with specified container size. E O � U O N U_ C � O D cn O Co Q I- cU r' Eti (D o CU �' U �o co •- o � Q�: 0 0 ciiU O� CCU: -`c L i O CV o �a n (� J Can C co _> m � cL O M U ' V J 00 ,J) to 0 m U U 0 0 0 Zi C"J T- 70 70 70 CD g 70 70 70 to w Z 4 C W Q C Ew E cca Eo U � o 0 c 0, m � U V Q QIz -0 a tv Cr 0 o q FW- N C4 ti o M N ca CIO _U U LL O N w o �- LL N V CIO 06 O O ® CL tU U U CL C co J PROJECT NO. 9802c SCALE As Noted DATE May 2006 SHEET L-4 Prototypical Landscape Schedule QUANTITY SYMBOL BOTANICAL NAME COMMON NAME SPECIFICATIONS BUILDING Understory/Ornamental Trees 2 LJT Ligustrum japonicum Ligustrum Tree min., 3-4 one inch trunks, 8" ht x 8' spd. Shrubs and Groundcover 32 AJ Trachelospermum asiaticum minima Dwarf Asian Jasmine min., 3 gal., full pot, 24" o.c., container grown 38 AZV Alpinia zerumbet'Varigata' Variegated Shell Ginger min. 3 gal., full pot, container grown 3 CFR Cordyline fruticosa 'Red Sister' Red Sister Hawaiian Ti min., 3 gal., 24" ht., 3 canes, container grown 10 FJ1 Fatsia japonica Fatsia min., 3 gal., fullpot, 36" o.c., container grown 16 NOD Nerium oleander'Dw arf' Dwarf Oleander min., 3 gal., 24" ht. x 24" spd., 30" o.c., container grown 16 PCB Plumbago capensis Blue Rumbago min., 3 gal., 24" ht. x 24" spd., 36" o.c., container grown 25 RIA Rhaphiolepis indica alba Indian hawthorn min., 3 gal., 18" ht. x 18" spd., 24" o.c., container grown 30 SAT Schefflera arboricola 'Trinette' Schefflera Trinette min., 3 gal., 18" ht. x 20" spd., 24" o.c., container grown BUILDING 'A Understory/Ornamental Trees 2 CAR Callistemon rigidus Rigid Bottlebrush min.,2-2 1/2" dbh, 8'-10' Ht., 3' spd, container grow n Shrubs and Groundcover 56 AE Aspidistra elatior Cast Iron plant min., 3 gal., full pot, 24" o.c., container grown 33 AJ Trachelospermum asiaticum minima Dwarf Asian Jasmine min., 3 gal., full pot, 24" o.c., container grown 2 HRS . Hibiscus rosa-sinensis Hibiscus min., 7 gal., 48" ht. x 30" spd., 36" o.c., container grow n 14 PCB Plumbago capensis Blue Plurribago min., 3 gal., 24" ht. x 24" spd., 36" o.c., container grown 3 PS Philodendron selloum Split -Leaf Philodendron min., 3 gal., 30" ht. x 24" spd., 36" o.c., container grown 14 VS Viburnumsuspensum Sandankwa Viburnum min., 3 gal., 30" ht. x 24" spd., 86" o.c:, container grown BUILDING 2 Shrubs and Groundcover 40 AE Aspidistra elatior Cast Iron plant min., 3 gal., full pot, 24" o.c., container grown .14 AJ Trachelospermum asiaticum minims Dwarf Asian Jasmine min., 3 gal., full pot, 24" o.c. container grown 2 CFR Cordyline fruticosa 'Red Sister' Red Sister Hawaiian Ti min., 3 gal., 24" ht., 3 canes, container grow n 21 DT Dianella tasmanica Blueberry Flax Lily min. 3 gal., 12" ht., full, 18" o.c. container grown 13 FJ1 Fatsia japonica Fatsia min., 3 gal., fullpot, 36" o.c., container grow n 15 PCB Plumbago capensis Blue Plurribago min., 3 gal., 24" ht. x 24" spd., 36" o.c., container grow n 8 RIA Rhaphiolepis indica alba Indian haw thorn min., 3 gal., 18" ht. x 18" spd., 24" o.c., container grown 19 VOA Viburnum Odoratissimum'Aw abuld' Aw abuld Viburnum min, 3 gal., 20" x 20", 36" o.c., container grow n 8 VS Viburnum suspensum Sandankw a Viburnum min., 3 gal., 30" ht. X 24" spd., 36" o.c., container grow n Palms 3 ARZ Arecastrum romanzoffianum Queen palm rrin.,height varies (see plans), min, 8' ht. BUILDING 2A Understory/Ornamental Trees 2 LJT Ligustrum japonicum Ligustrum Tree min., 30 gal., 10' ht. X 5' spd., multi -trunk Shrubs and Groundcover 109 AJ Trachelospermum asiaticum minims Dwarf Asian Jasmine min., 3 gal., full pot, 24" o.c. container grown 307 AN Annuals Various Annuals min., 4" pot, 9" o.c., all plants to have blooms, container grow n 48 AZV Alpinia zerumbet'Varigata' Variegated Shell Ginger min. 3 gal., full pot, container grown 6 CFR Cordyline fruticosa 'Red Sister' Red Sister Haw aiian Ti min., 3 gal.., 24" ht., 3 canes, container grown 3 FJ1 Fatsia japonica Fatsia min., 3 gal., fullpot, 36" o.c., container grown 22 NOD Nerium oleander 'Dw arf' Dwarf Oleander min., 3 gal., 24" ht. x 24" spd., 30" o.c., container grown 14 PCB Plumbago capensis Blue Plumbago min., 3 gal., 24" ht. x 24" spd., 36" o.c., container grow n $ PS Philodendron selloum Split -Leaf Philodendron min., 3 gal., 30" ht. x 24" spd., 36" o.c., container grown 18 SAT Schefflera arboricola 'Trinette' Schefflera Trinette min., 3 gal., 18" ht. x 20" spd., 24" o.c., container grown Palms 3 ARZ Arecastrum romanzoffianum Queen palm min.,height varies (see plans), min, 8' ht. BUILDING 3 Shrubs and Groundcover 116 AZV Alpinia zerurrbet'Varigata' 24 DT Dianella tas"pica 72 LCR Viburnum Odoratissimum'Aw abuki' 12 PS Philodendrol selloum 24 SAT Schefflera rboricola'Trinette' i BUILDING 4 Shade Trees 2 QV Quercus virginiana UnderstorylOrnamental Trees 4 CAR Callistemon rigidus 2 LJT Ligustrum jIponicum Shrubs and Groundcover 46 AE I Aspidistra elatior 180 AJ Trachelosperrrumasiaticumminima 20 AN Annuals E 34 FJ Fatsia japonica 12 FJ1 Fatsia japonica 8 HRS Hibiscus rosa-sinensis 63 NOD Nerium oleander 'Dw arf' 6 PS Philodendron selloum 8 TGC Ternstroemia Gyrrmanthera'Conthery' 88 VS Viburnum suspensum Palms 3 ARZ Arecastrum,romanzoffianum 3 LC Livistonia cH�1' nsis BUILDING 5 Understory/Ornamental Trees 4 CAR Callisternon igidus c Shrubs and Groundcover 44 AE Aspidistra elatior 84 AJ Trachelospeirrrum asiaticum minima 36 FJ1 Fatsia japonica 8 HRS Hibiscus rosja-sinensis 4 LJT Ligustrum japonicum 4 LC Livistonia chljnensis 30 NOD Nerium oleanllder 'Dw arf' 64 OJ Ophiopogon japonicus 6 PS Philodendron selloum 16 PT Pittos'porum lobira 8 TGC Ternstroemia Gyrrnanthera 'Conthery' 90 VS Viburnum suspensum Palms 6 ARZ Arecastrum romanzoffianum General Landscape Schedule QUANTITY SYMBOL BOTANICAL NAME Shade Trees 76 QV Quercus virginiana 15 TD Taxodium distichum UnderstorylOrnamental Trees 15 CAR Callistemon rigidus 31 LJT Ligustrum japonicum 4 PE Pinus elliotti 7 PE1 Pinus elliotti 8 TI Tabebuia impetiginosa 16 TU Tabebuia Umbellata 20 UP Ulmus parvifolia Shrubs and Groundcover 1037 AJ Trachelospernxam asiaticum minima 475 AN Annuals 6 AZF Rhododendron indica 'Formosa' 39 AZV Alpinia zerumbet'Varigata' 4 CFR Cordyline fruticosa 'Red Sister' 230 DT Dianella tasmanica 36 LCR Loropetalum chensis 'Burgundy' 43 NOD Nerium oleander 'Dw arf' 1832 RIA Rhaphiolepis indica alba 518 SAT Schefflera arboricola 'Trinette' 481 VO Viburnumodoratissimum 176 VS Viburnumsuspensum um Palms 29 3 2 112 59 SODA Stenotaphrum secundatum'Floratam' SOD B Bahaia Sod Variegated Shell Ginger min. 3 gal., full pot, container grown Blueberry Flax Lily main. 3 gal., 12" ht., full, 18" o.c. container grown Aw abuki Viburnum min, 3 gal., 20" x 20", 36" o.c., container grow n Split -Leaf Philodendron mein., 3 gal., 30" ht. x 24" spd., 36" o.c., container grown Schefflera Trinette min., 3 gal., 18" ht. x 20" spd., 24" o.c., container grown Live Oak rrin.,3-3 1/2" dbh, 10'-12' Ht., 5' spd, container grown Rigid Bottlebrush Ligustrum Tree Cast Iron plant Dwarf Asian Jasmine Various Annuals Fats is Fats is Hibiscus Dw arf Oleander Split -Leaf Philodendron Bronze Beauty Cleyera Sandankwa Viburnum Queen palm Chinese Fan Palm Rigid Bottlebrush Cast Iron plant Dwarf Asian Jasmine Fats is Hibiscus Ligustrum Tree Chinese Fan Palm Dw arf Oleander Mondo Grass Split -Leaf Philodendron Green Pittosporum Bronze Beauty Cleyera Sandankwa Viburnum Queen palm COMMON NAME SPECIFICATIONS Live Oak min.,3-3 1/2" dbh, 10'-12' Ft., 5'spd, container grown Bald Cypress rrin.,3-3 1/2" dbh, 10'-12' Fit., 5' spd, container grown Rigid Bottlebrush Ligustrum Tree Slash Dine Slash Pine Purple Trumpet Tree Golden Trumpet Tree Drake Elm Dwarf Asian Jasmine Various Annuals Formosa Azalea Variegated Shell Ginger Red Sister Hawaiian Ti Blueberry Flax Lily Burgundy Fringe Flower Dwarf Oleander Indian hawthorn Schefflera Trinette Sweet Viburnum Sandankwa Viburnum St Augusitne Bahaia Sod rrin.,2-2 117 dbh, 8'-10' Fit., 3' spd, container grow n min.,3-4 one inch trunks, 8' ht x 8' spd. rrin.,3-4 one inch trunks, 8' ht x 8' spd. min.,3-3 1/2" dbh, 10'-12' Ht., 5' spd, container grown min., 2-2 117 dbh, 8'-10' Ht., 3' spd, container grow n rrin.,2-2 1/2" dbh, 8'-10' Ht., 3' spd, container grown min.,2-2 1/2" dbh, 8'-10' Ht., 3' spd, container grown min.,2-2 1/2" dbh, V-10' Ht., 3'spd, container grown rrin.,2-2 1/2" dbh, 8'-10' Ht., 3' spd, container grown min., 2-2 1/2" dbh, 8'-10' Ht., 3" spd, container grown Min. 3 gal., full pot, container grow n rrin., 3 gal., 24" ht., 3 canes, container grown min. 3 gal., 12" ht., full, :�u"' ca;:, container grow n min., 3 gal., 30" ht. x 24' spd., 36" o.c., container grown min., 3 gal., 24" ht. x 24" spd., 30" o.c., piny container grown min., 3 gal., 18" ht. x 18" spd., 24" o.c., container grow n min., 3 gal., 18" ht. x 20" spd., 24" o.c., container grow n min., 7 gal., 34" ht. x 24' spd., 36" o.c., container grown min., 3 gal., 30" ht. x 24" spd., 36' o.c., container grow n solid sod solid sod ARZ Arecastrum romanzoffianum Queen palm min., height varies (see plans), min. 8' ht. PD Phoenix dactylifera 'Medjool' Medjool Palm min., height varies (see plans), min. 8' ht. PR Phoenix roebelenii Pygmy Date Palm min., 10 gal., 36"' ht., overall height, tw o canes SP Sabal palmetto Sabal Palm min., height varies (see plans), min. 8' ht. VVR Washingtonia robusta Mexican Fan Palm min., height varies (see plans), min. 8' ht. rrin.,2-2 1/2" dbh, 8'-10' Ht., 3' spd, container grown min., 3-4 one inch trunks, 8' ht. z 8' spd. mrin., 3 gal., full pot, 24". o.c., container grow n min., 3gal., full pot, 24" o.c., container grow n min., 4,pot, 9 o.c., all plants to have blooms, container grow n min., 3 gal., fullpot, 36" o.c., container grown min., 3 gal., fullpot, 36" o.c., container grown min., 7 gal., 48" ht. x 30" spd., 36" o.c., container grown min., 3 gal., 24" ht. x 24" spd., 30" o.c., container grown min., 3 gal., 30" ht. x 24" spd., 36" o.c., container grown ITin., 10 gal., 42" ht. x 30" spd., container grown min., 3 gal., 30" ht. x 24" spd., 36" o.c., container grown min.', height varies (see plans), min', 8' ht. min., 7gal., 36" overall ht. min., 8' x 8' overall ht., single straight trunk min., 3 gal., full pot, 24" o.c., container grow n rrin., 3 gal., full pot, 24" o.c., container grow n min., 3 gal., fullpot, 36" o.c., container grown mein., 7 gal., 48" ht. x 30" spd., 36" o.c., container grown min, 3-4 one inch. trunks, 8' ht. z 8' spd. min., 7gal., 36" overall ht., container grown min., 3 gal., 24" ht. x 24" spd., 30" o.c., container grown rrin., 1 gal., fullpot, 18"o.c., container grown min., 3 gal., 30" ht. x 24" spd., 36" o.c., container grown min., 7 gal., 24" ht. x 24"spd., 36" o.c., container grow n min., 10 gal., 42" ht. x 30" spd., container grown min., 3 gal., 30" ht. x 24" spd., 36" o.c., container grown min., height varies (see plans), rrin, 8' ht. Buffer Requirements (East Buffer) Total Linear Feet 1000' LF Required Trees 20, (1 shade per 50' LF) Provided Trees 20 Shade South Property (Moore Rd) Total Linear Feet 514' LF Required Trees 10 Shade + 15 Understory (2 Shade + 3 Understory per 100' LF) Provided Trees 10 shade + 15 understory Parking Total Spaces 374 Required Trees 94 trees (1 Tree per 4 spaces) Provided Trees 94 shade Total QV's proposed for site: 127 Shade Trees (includes trees from prototypicals) Total Shade Trees required: 124 Proposed Percentage Ratio Evergreen 90% Other 10% QSignificant Changes 0 U C o � U� Q� o co 4 aa) 0 CD c d. Co N . ® •o Co o c 0) �O L N � roo �an Q� W 70 a' Co ro = rZ o U roo I�IIDICImI o (0 o � o co ce) r 70 � � z C '0 o m ID E E t 0 0 v U o W o U L a� (3) a) Q a -0 70 CO Cr 11111 MEMO Na CQ = C (1) CU 0 O p 4-1 CU C (1) o Q u- y— a (1) o W a) CL Q. U U R1 U) U CCU J J 2 E A/C Area: to be screened with plant material A/C Area: to be screened A/C Area: to be.screened with plant material c 2 1 O 16 16 17 with plant material ARz ARz Uco A� PCB AZV 1 Q LJi LJi 14 N C7 PCB 7 1 G ht. w 12' ht. 7OD p r 6 8 Cf FI,2 14' ht. — - .-- r� 4 VOA 8 ( VOA N O OD FM 2 2 d FJ1 FJ1 00 6 FJi o O 15 U Cq PCB O 70 i � O Q 1 HRS .. .,..• � O HRS t _ Q LL 28 U C (� 20 20AE 120 � Q O RS 4 ; 4 b 4 VS r - .- VS `J (n RIA SAT U) 670 C CU 4 5 1 5 .1 5 1 5 CCU �2 O SAT RIA CFR RIA £FR RIA CFR RIA CO L 7 G Buildin 1 VS CAR VS 3 7 1. 4 3 7 4 1 7 3 �, � FM DT CFR RIA FA DT RIA CFR DT FJ7 O O O CO CD O Scale 110 = 1oP Building 1A C6 C Building 2 `° CO r Scale 1 "=1®' r ) 4 Scale 1 "=10' _ o ? E E Q O U cn i) f� c w v j� 0 (D a� Q 0--0 a CD 0) M 2 E cc c Co m o w AZV Azu II- CO zs 29 p co t - hA/C Area: to be screened F3, with plant material PCB cc 36 3 12 '•jf ••- 12 3 36 LCR PS DT _ DT PS LCR LJT _. OD IAJ 15 6 i OD ,b A/C Area: to be screened PS with plant material tCU.� U- 56 AJ PS .} : • � 0 _ O O .� 0 CL mod. CU U 0 f a 8 AJ C� I 3 a CFR...._._._.. _.�� ' CFR CU o'f.,....._.._..i�i _._.._,. o a -- NOTE: All available space under 12 3 rj 3 12 stairwells to be planted with t zs sar Ps Ps SAT Aspidistra elatior (AE) and N AZV AZV irrigated. 24 3 1 O' ht. 1 O' ht. 3 3 24 N AZV PS 1 4' ht. ARZ PS AZV j v Building 2A N Scale 1 °'=10' Building 3 PROJECT NO. 9802c Scale 1 "=10' SCALE 1 "=10' ATE CL May 2006 Dat Q 2 5 SHEET L-6 O U CO O'9� U ro -v 0 a� ti Q c � � co it c� c d c� co U t') O ca 'L O N U- O 'c co iO Q ¢ N � QO N a n J CO �7 cLf 70, c a. U � mo 7 c U U coto w m o CD M r i c C 0 E a ~ a vcr o o� U c� o 2? c� o Q Q c cr- co o o o w co N Q f` CO o >� M N '- W Ir c cu n�n CL c C/) _0 CU U i � u- .� .� W U 0 � � O CL co U U co a C to J PROJECT NO. 9802c SCALE 1 "=10' DATE May 2006 SHEET L-7 C C C i 1 "/C, u 0 '000� o E 0 C0 bv/ cri 00C� 7;5 CC,\)' 70 �a) LL 0 Q 7C3 co C\j N 7C3 7 c CTJ cz C13 0 7C) 1 0 (0. 0) CO 00 I F co to 101 1% 0) E E C"o E E = 0 '0' D U) 0 0 ui CL 0- -a 0- -0 a) -0 (1) c) 0 cc cc C) co CD � U�j co C\j (6 C\I co 3/4" cc LL �.., e.,, a ^a O � � U qc'u 06 (D 0 CL cu C) 0 Cl) cu L11 NORTH 20' of 26' 40' GENERAL NOTES 1) REFER TO THE LANDSCAPE PLANS WHEN TRENCHING TO AVOID TREE AND SHRUB LOCATIONS. 2) ALL MAINLINE PIPING SHALL BE BURIED TO A MINIMUM DEPTH OF 18" OF COVER AND ALL LATERAL PIPING SHALL BE BURIED TO A MINIMUM DEPTH OF 12" OF COVER. 3) ALL POP-UP ROTOR AND SPRAY HEADS SHALL BE INSTALLED USING AN 18" PVC FLEX PIPE CONNECTION. CONTRACTOR SHALL NOT USE FUNNY PIPE: 4) PIPE SIZES SHALL CONFORM TO THOSE SHOWN ON THE DRAWINGS. THE SMALLEST LATERAL PIPE SIZE TO A SINGLE SPRAY OR ROTOR HEAD SHALL BE 3/4". 5) ALL RISERS SHALL BE STAKED WITH A 1" WOOD DOWEL AND SECURED WITH UV RESISTANT PLASTIC CABLE TIES. RISERS AND DOWEL SHALL BE PAINTED FLAT BLACK. 6) ALL REMOTE CONTROL VALVES, GATE VALVES AND QUICK COUPLERS SHALL BE INSTALLED IN VALVE BOXES. 7) ALL RISERS SHALL BE INSTALLED 12" FROM ANY WALL AND A MINIMUM OF 36" FROM ANY SIDEWALK, PATIO OR ROAD. 8) THE EXACT HEIGHT OF ANY 12" POP-UP THAT IS. SHOWN IN A SHRUB BED SHALL BE DETERMINED BY THE LANDSCAPE ARCHITECT IN THE FIELD. 9) CONTROL WIRE SHALL BE 14-1 OF DIRECT BURIAL, COLORED RED FOR CONTROL WIRES AND WHITE FOR COMMON WIRES. NO CROSS CONNECTION BETWEEN CONTROLLERS SHALL BE ALLOWED. WIRE SPLICES SHALL BE MADE ONLY IN VALVE BOXES USING RAINBIRD 'SNAP-TITE" CONNECTORS. 10) ANY PIPING OR VALVES SHOWN OUTSIDE THE PROPERTY LINE OR OUTSIDE OF A LANDSCAPE AREA IS SHOWN THERE FOR DESIGN CLARITY ONLY. ALL PIPING AND VALVES SHALL BE INSTALLED ON THE PROPERTY AND WITHIN LANDSCAPE AREAS. 11) IT IS THE RESPONSIBILITY OF THE IRRIGA11ON CONTRACTOR TO FAMILIARIZE HIMSELF WITH, AND EXERCISE CARE SO AS TO NOT DAMAGE ANY EXISTING BERMS, WALLS, STRUCTURES, PLANT MATERIALS AND UTILITIES. THE IRRIGATION CONTRACTOR SHALL BE RESPONSIBLE FOR THE IMMEDIATE REPAIR OR REPLACEMENT OF ALL ITEMS DAMAGED BY HIS WORK. HE SHALL COORDINATE HIS WORK WITH OTHER CONTRACTORS FOR THE LOCATION AND INSTALLATION OF SLEEVES AND PIPING THROUGH WALLS, UNDER ROADWAYS AND PAVING, ETC. 12) DO NOT WILLFULLY INSTALL THE SPRINKLER SYSTEM AS SHOWN ON THE DRAWINGS WHEN IT IS OBVIOUS IN THE FIELD THAT UNKNOWN OBSTRUCTIONS, GRADE DIFFERENCES OR DIFFERENCES IN AREA DIMENSIONS EXIST THAT MIGHT NOT HAVE BEEN CONSIDERED IN. THE ENGINEERING. SUCH OBSTRUCTIONS OR DIFFERENCES SHOULD BE BROUGHT TO THE ATTENTION OF THE OWNER'S AUTHORIZED REPRESENTATIVE. IN THE EVENT THIS NOTIFICATION IS NOT PERFORMED, THE IRRIGATION CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ANY REVISIONS. t3) FINAL LOCATION OF THE AUTOMATIC CONTROLLER(S) SHALL BE APPROVED BY THE OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO INSTALLATION. 14) ELECTRICAL SERVICE TO ALL EQUIPMENT SHALL BE PROVIDED TO A JUNCTION BOX AT THE EQUIPMENT LOCATION. (BY OTHERS. NOT A PART OF THIS CONTRACT) THE IRRIGATION CONTRACTOR SHALL BE RESPONSIBLE FOR THE FINAL CONNECTION FROM THE JUNCTION BOX TO ALL EQUIPMENT. 15) THE IRRIGATION CONTRACTOR SHALL FLUSH AND ADJUST ALL SPRINKLER HEADS AND VALVES TO PROVIDE OPTIMUM COVERAGE WITH MINIMAL OVERSPRAY ONTO WALKS, STREETS, WALLS, ETC. IN ORDER TO ACCOMPLISH THIS, THE CONTRACTOR MAY SUBSTITUTE VARIABLE ARC NOZZLES IN PLACE OF THE SPECIFIED FIXED ARC NOZZLES WHERE NECESSARY. PRESSURE COMPENSATING SCREENS MAY ALSO BE USED TO REDUCE SPRAY DISTANCE. 16) THE CONTRACTOR SHALL COMPLETE ALL WORK IN ACCORDANCE WITH ALL PREVAILING LAWS, CODES AND REGULATIONS. 17) ALL SPRINKLER EQUIPMENT NOT OTHERWISE DETAILED OR SPECIFIED SHALL BE INSTALLED AS PER MANUFACTURER'S RECOMMENDATIONS AND SPECIFICATIONS. 18) THE CONTRACTOR SHALL PREPARE AN AS -BUILT DRAWING ON A REPRODUCIBLE MYLAR SHOWING ALL IRRIGATION INSTALLATION. A MYLAR OF THE ORIGINAL PLAN MAY BE OBTAINED FROM THE LANDSCAPE ARCHITECT FOR A FEE. THE AS -BUILT DRAWING SHALL LOCATE ALL MAINLINE AND VALVES BY SHOWING EXACT MEASUREMENTS FROM HARD SURFACES. 19) ALL WORK SHALL BE GUARANTEED FOR ONE YEAR FROM THE DATE OF FINAL ACCEPTANCE AGAINST ALL DEFECTS IN EQUIPMENT AND WORKMANSHIP. 20) HOSE BIBS SHALL BE LOCATED ALONG THE PRESSURIZED MAINLINE AT A DISTANCE NOT TO EXCEED 100' BETWEEN BIBS, 21) SLEEVES SHALL BE PLACE UNDER PAVEMENT AS SHOWN ON PLANS AND SHALL BE A MINIMUM OF 2X THE SIZE OF THE IRRIGATION PIPE. 22) ALL SPRAY HEADS IN THE ROW SHALL BE EITHER 6" OR 12" POP-UP AS INDICATED ON THE PLANS. 23) CONTRACTOR SHALL PERFORM PRESSURE AND VOLUME TEST ON IRRIGATION WATER SOURCE OVER A CONTINUOUS 24 HOUR PERIOD PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION WORK. SHOULD THE AVAILABLE SUPPLY NOT BE ADEQUATE TO MEET THE DEMANDS OF THE IRRIGATION SYSTEM AS DESIGNED THE CONTRACTOR SHALL CONTACT THE LANDSCAPE ARCHITECT PRIOR TO CONSTRUCTION FOR DESIGN MODIFICATIONS. 24) IN THE EVENT THAT A WELL IS USED AS THE WATER SOURCE FOR THE IRRIGATION SYSTEM, THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING WATER SAMPLES FROM THE WELL. AT THE LANDSCAPE CONTRACTOR'S EXPENSE, HE SHALL HAVE A CERTIFIED LAB ANALYZE THE WATER QUALITY. THE LANDSCAPE CONTRACTOR SHALL REPORT TO THE LANDSCAPE ARCHITECT OR OWNER'S PROJECT MANAGER, ANY POTENTIAL ISSUES THAT MAY AFFECT THE HEALTH OF THE PLANT MATERIAL OR POTENTIAL STAINING TO SIDEWALKS AND BUILDINGS. REPORTING SHALL OCCUR BEFORE THE SYSTEM IS IN OPERATION. FAILURE TO REPORT SHALL PLACE LIABILITY ON THE LANDSCAPE CONTRACTOR. WALL OR STRUCTURE 12" 11 SHRUB ADAPTER AND NOZZLE. SEE NOZZLE CHART. �-INSTALL RISER 4" ABOVE INSTALLED PLANT MATERIAL PAINT RISER BLACK PVC SCH. 40 RISER ULTRAVIOLET PROTECTIVE PVC CLAMPS WOOD DOWEL FINISH GRADE PVC TEE OR ELBOW SHRUB RISER DETAIL NOT TO SCALE NOTE: ALL WIRING TO BE INSTALLED AS PER LOCAL CODE. _ CONTROLLER BOX 46" 16"x8"x11" CONCRE BASE FINISH GRADE LEGEND ® RAINBIRD 1806-PRS SERIES 6" POP-UP SPRAY HEAD WITH MPR NOZZLE, 30 PSI ® RAINBIRD 1812-PRS SERIES 12" POP UP SPRAY HEAD WITH MPR NOZZLE, 30 PSI ♦ RAINBIRD PA-8S-PRS SHRUB' ADAPTER ON RISER WITH MPR NOZZLE, 30 PSI 0 RAINBIRD 1404 BUBBLER, 0.5 GPM HUNTER PGJ-06 PART CIRCLE LAWN' ROTOR 2.0 NOZZLE (2.0 GPM), 25' RADIUS, W0 PSI O HUNTER PGJ-06 FULL CIRCLE LAWN Ij ROTOR 3.0 NOZZLE (3.0 GPM), 31' RADIUS, 40 PSI It HUNTER PGP-ADJ-6 PART CIRCLE ROTOR HEAD 2.7 GPM, 38' RADIUS, 50 PSI HUNTER PGP-360-9 FULL CIRCLE ROTOR HEAD 5.5 GPM, 44' RADIUS, 50 PSI RAINBIRD PESB SERIES ELECTRIC VALVE. ® SIZE AS SHOWN ON THE PLAN. INSTALL VALVE IN AN AMETEK VP-12A VALVE BOX. - - _ - •- ® CLASS 200 PVC MAINLINE -4" CLASS 160 PVC LATERAL LINE- SIZEAS SHOWN UNTIL A SMALLER SIZE IS SHOWN. (3/4" MIN.) y SCHEDULE 40 PVC SLEEVE. SIZE 2 TIMES THAT OF PIPE SIZE SHOWN. CONTROLLERS- RAINBIRD ESP-40MC, 40 STATIONS. AND RAINBIRD ESP-12MC, 12 STATIONS. PEDESTAL MOUNTED: PROVIDE A TRC COMMANDER SYSTEM WITH PERMANENT CONNECTIONS SUPPLIED TO EACH CONTROLLER. (REMOTE CONTROL TECHNOLOGY 800-275-8558) INSTALL A MINI-CLIK II RAIN SENSOR AT CONTROLLER LOCATION. GROUND WITH A 8' MINIMUM COPPER CIiAD ROD. SLEEVE TO AS REQUIRED. SEE PLAN F0' LOCATION. K Jj POINT OF CONNECTION TO REUSE M� NLINE, �•� PROVIDE 4" METER. SEE ENGINEERS PLANS AND ANY AVAILABLE SURVEYS FOR MORE INFORMATION. NOZZLE CHART _ETTER MODEL GPM AT RADIUS PATTERN 30 PSI A 1800-15F 3.7 15' FULL B 1800-15TQ 2.8 15, THREE QTR. C 1800-15TT 2.5 15' TWO THIRD D 1800-15H 1.9 15' HALF E 1800-15T 1.2 15 0 E THIRD F 1800-15Q 1.0 15' Q ARTER G 1800-15EST .61 4' X 15' END STRIP H 1800-15SST 1.2 4' X 30' SIDE STRIP J 1800-12F 2.6 12' LOW FULL K 1800-12TQ 2.0 12' LOW THREE QTR. L 1800-12TT 1.7 12' LOW TWO THIRD M 1800-12H 1.2 12' LOW HALF N 1800-12T .87 12' LOW THIRD P 1800-12Q .65 12' LOW QUARTER R 1800-10F 1.57 10' LOW FULL S 1800-10H .79 10' LOW HALF T 1800-10T .52 10' LOW THIRD U 1800-10Q .39 10' LOW- QUARTER V 1800-8F 1.6 8' FLAT FULL W 1800-8H .79 8' FLAT HALF X 1800-8T .52 8' FLAT THIRD Y 1800-8Q ;39 8' FLAT QUARTER Z 1800-5H-B 1.0 5' HALF BUBBLER 1 I ii III i 1 1 � i •� II II 120 VOLT WIRE IN - illy CONDUIT OF DIRECT BURIAL WIRES (TO REMOTE CONTROL VALVE) NOT TO SCALE CONTROLLER DETAIL CONTROL WIRE COMMON WIRE ANCHOR BOLTS (4) 3" SWEEP ELL SIDEWALK, CURB -) ETC. FINISH GRADE PVC FLEX PIP USE 1 /2" ON SO'RAY HEADE 3/4" ON ROT MIN. 18" LEN( PVC TEE SXS, OR ELBOW LATERAL LINE NOT TO SCALE IRRIGATION SYSTEM PERFORMANCE NOTES 1) IRRIGATION SYSTEM AS SHOWN IS DESIGNED TO OPERATE OFF AN EXISTING PUMPING STATION FROM PHASE 1 PROVIDING A FLOW OF 200-225 GPM AND A MINIMUM PRESSURE OF 100 PSI. CONTRACTOR SHALL CONTACT LANDSCAPE ARCHITECT PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION IF AVAILABLE FLOW AND PRESSURE DEVIATES FROM 75 GPM AND 60 PSI MORE THAN 5%, AND WILL AFFECT PERFORMANCE OF SYSTEM. MINIMUM PRESSURE REQUIREMENTS-60 PSI AT POINT OF CONNECTION 50 PSI AT BASE OF PGP ROTOR HEADS 40 PSI AT BASE OF PGJ ROTOR HEADS 30 PSI AT BASE OF 1800 SPRAY HEADS 2) HEAD LAYOUT BASED ON BASE INFORMATION PROVIDED. HEADS SHALL BE ADJUSTED TO ACCOMMODATE FIELD VARIATIONS WHILE MAINTAINING 100% COVERAGE AND MINIMIZING OVERSPRAY ONTO PAVED AREAS AND BUILDINGS. 3) LATERAL PIPE SHALL BE SIZED SO THAT WATER VELOCITY DOES NOT EXCEED 5 FEET PER SECOND. MAXIMIM GPM PER PIPE SIZE AS FOLLOWS: 3/4" PIPE 8 GPM 1" PIPE 14 GPM 1 1 /4" PIPE 24 GPM 1 1 /2" PIPE 36 GPM 2" PIPE 50 GPM 2 1/2" PIPE 80 GPM 3" PIPE 120 GPM 1/2" PIPE SHALL NOT BE USED FOR LATERAL PIPE EXCEPT FOR SHRUB RISERS 4) IN THE EVENT THAT WELLS ARE USED FOR THE WATER SOURCE FOR THE IRRIGATION SYSTEM, THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING WATER SAMPLES FROM THE WELL, AT THE LANDSCAPE CONTRACTORS EXPENSE, HE SHALL HAVE A CERTIFIED LAB ANALYZE THE WATER QUALITY. THE LANDSCAPE CONTRACTOR SHALL REPORT TO THE LANDSCAPE ARCHITECT OR OWNER'S PROJECT MANAGER, ANY POTENTIAL ISSUES THAT MAY AFFECT THE HEALTH OF THE PLANT MATERIAL OR POTENTIAL STAINING TO THE SIDEWALKS AND BUILDINGS. REPORTING SHALL OCCUR BEFORE THE INSTALLATION OF THE IRRIGATION SYSTEM. FAILURE TO REPORT SHALL PLACE LIABITLITY ON THE LANDSCAPE CONTRACTOR. SPRINKLER NOZZLE o» SFF CHART EET ELL ALL VALVE BOXES SHALL BE MARKED WITH THE ZONE NUMBER AS PER INSTRUCTIONS BY THE LANDSCAPE ARCHITECT. VALVE BOX TO LATERAL LINE PLACE CONTROL WIRES UNDER MAIN r- FINISH GRADE EXPANSION SURGE LOOPS VALVE --- 45 ELECTRIC VALVE NOT TO SCALE c ci) UC13 Q O M ti o� C)o mo M �' o d U ro 0 cm ai O ® 5 0 Q 0 N Qo U •- a n W c/) co _> ro :3 E� o U ro (0 U U � o � o Cfl crj70 r a2 m 7 tq z a� O EE co E o cc o rn uj a m a Q a a� Cc 0 0 w co N N Q I- m o 0 co N W _CID CL p cv o cu- LL p .L to 0 o ip °d o CO W a Q i c J PROJECT N0. 9s02c . SCALE As Noted DATE May 2006 SHEET Alllllllllll�I-4 G G G G G G Y Building G Scale 1 "=10' M W W 3/ G Building F Scale 1 "=10' U A/C Area: to be screened with plant material and 100% irriga ed )NNECT TO ZONE fir, `%.'" ` 3 0E AS SHOWN ON 1 1 /4" CONNECT TO ZONE RIGATION PLANS `' ` VALVE AS SHOWN ON D F F D IRRIGATION PLANS F F Y i W Wr Y F D D F r /4„ Gi.=" Y/' ` j v fl Y ` w 3/4 V M D M Building Scale 1 "=10' 11 i/4" ' Y-.,.- ..._._... Y 3/4' G 1„ C `1D F F GI G G m A/C Area: to be screened with plant material and F W 100% irrigated D .F r f:� aq t >` ' I !~ .. 3/4 P P F, 1 1 2" F CONNECT TO ZONE 1 1 4VALVE AS SHOWN ON IRRIGA11ON PLANS Y Y �. .., 11 p / lei 1 a 1 1 /4" J/ r#' 1 1 /4>, I� { 1 1 /4" l TM �r t r.tc G Ilk G G G G Building Scale 1 "=10' W W W W W W 10MORIE Me Scale 1"=10' E 0 �Cc:) � 'cn O � co o 0 �2 Q ti Cu � d- U �" m O � (� L D LL 0 Q0 SO U) 21O tV � O a n .U) VJ c� ro o M a U J ,I- 0 fA (A U m U U (C CD CD M T ID C§ Z c 0) O CD C E n. E O v O V O M a W NCD p U U `m a) Q a 0- 70 (> 0C Er 0 0 C:) N N 0 Q f- M CD co N r U) u) 0 .0 ■L U ® 0 0 0 o � � U V Cn Cu J o � i :CT TO ZONE AS SHOWN ON JION PLANS D D D p p M F F M P P D D I p P P M F VE V ON S E O � U C � to N U co E� 0 4~ a� o c� ' roo U co U C7 ' O co N LL ® U "O cri i O N o c}n V j J Uj c roCL o i co to (j m U U cis 0 0 0 cd (� T to Z N 0) O E E � E 0_ UO UO U O W N ro 0 U U L Q C a 0- a) 7 m c cr- 0 o o w N N O Q � ri o M N '- v/ _cu V� O cu V u- L V (D 3 O \ecn 2 � � U C cv PROJECT NO. 9802C SCALE 1 "=10' DATE May 2006 SHEET 1 r" N j } r- V Nl F •Ht O 'm ,�.,.•-� �..' _ +..,,, ".., ,..try'" j�7Y�"�'.('S..•, �rM-'-�- ./ TT _.. i Ln e i- o o C o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 C. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 U7 �t d iD�U) �tt7 - h0� M i0 0\ Q\ N M U-) �0 U) M"ONr U) - h tONhN N U) O\ M �coO:�D U) () N O\ T, C W N �N'It•Ni0U7hlf)M I��U)tnLo) ,60j p oN o 00`rM!!� (jMN o000 �;U)\Dp Ino`D���CO(LJ�i� op(,5 .6 L otN� 001�0\ 00 , cr• oo� I- I- op�Cop �o ON <th.-4"t'D,I-o h -1O h N N N N o o o p� 0 o CO�t M o o o o p�M�t M (1) V (Y) 0000h�0� d IJ)+OC) ^+ M bIj O N OOMnia' �O N N 'O M(U M N � kM) M CO M M C, CD a,, as - + o o o .-+ U) U) U) U) U) U) If) Ln U•) U) U) U) U) U") U) to U) U) U) U) U) Lo IJ) U7 IJ) U') U1 U) U) U) U7 U) U) lf) U) U) U) U) (!) 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"! .._,.,ate _._.. ....._off._...___... -._dam _._.a95 _..... ,� ...,...-.......,__._....-,,.. .f _ ._ ,� ....... -d'-- ----� — 127 ._._._�...._.._.. _ _ _ �. _. _,c_.._. _..__ _..•, , ._,.,._.. _ _. _..._. _,_ E 0 U C C 0) _0 0) U � c � a� Q Q) m N G 0 C U ro � c N 11. ® Q U Q N roo VJ ctj 0 Q' U aNt 0 1p CA CO m U U oN o C6 T M co 7 io CO _O E E O V OV U 0' U) Z' ui N (0 Q U C5 _ O O_ L (D N Ix � CD W N N c'') o co N T cu FL O -� .O ^co AteA++ aL ® W V 0 CL� cu _A U cu J PROJECT N0. 9802c SCALE 1 "=40' DATE May 2006 SHEET U-1 gal q E I c 19 Truss Bearing ,0'-B V13' TDID, Sew Flolor WD. Trwo 01-0* FInldvd Blab 01-5 I/W — T,= 6cad T-1003 51-1 I/a, — 1-11, MOD. Tr Brie FInw-ed $lab Trum 5wrmg F�BUILDINCs TYPE �1- fNDE�LE�VAT�10N� AePRALT 61-IMLE6 4NNUN PMCIA 14ARDIE SONG 12' HARD 1E TRIM STA-1 6TAIR 4V P,AIL A6PAALT 6HWAL�G A-Lm. WINDOW 12'-HARDIE TRIM MTX FAIR AND ML5 14ARDI`� 61I)ING 6'44ARDIE TIRM METAL GARAGE DOOR 14ARPfE FAWL UNDER51DE OF OVEWANG AgFHA-T SWINaLIES V�4ARDIF TRIP11 6' HARDIE TRIM HARDIE 61PIW4 [David R. jaCO705 m I L RwAsred Architect, F C AR-W13265 ............ q E I c 19 Truss Bearing ,0'-B V13' TDID, Sew Flolor WD. Trwo 01-0* FInldvd Blab 01-5 I/W — T,= 6cad T-1003 51-1 I/a, — 1-11, MOD. Tr Brie FInw-ed $lab Trum 5wrmg F�BUILDINCs TYPE �1- fNDE�LE�VAT�10N� AePRALT 61-IMLE6 4NNUN PMCIA 14ARDIE SONG 12' HARD 1E TRIM STA-1 6TAIR 4V P,AIL A6PAALT 6HWAL�G A-Lm. WINDOW 12'-HARDIE TRIM MTX FAIR AND ML5 14ARDI`� 61I)ING 6'44ARDIE TIRM METAL GARAGE DOOR 14ARPfE FAWL UNDER51DE OF OVEWANG AgFHA-T SWINaLIES V�4ARDIF TRIP11 6' HARDIE TRIM HARDIE 61PIW4 [David R. jaCO705 m I L RwAsred Architect, F C AR-W13265 ............ v P, ,-, <0 CIA < -6 n C 19 T jrus5 0:1 T,OD. ThAa 5pq� 01-01 I'M16-ked Blab mm Wl-,a Togo Secord Floor F1001 ,,OL>, Troy arg. Flnwvd $lab Tmw elwrffig I 104-13 TO!). Second flocr WD, Tru% 5rg, Lrt: IA- �XVNT ELEVA B 4 ) u,,L-- 3 It x 1, m 0 �1BUILDIN@TYPE [A- -END ELEVATION E4. A,',P444LT SHINC11FS AUMINV FA CIA 4ARDIE: 6110M W14ARPIE TRIN METAL 5TAfR AND RAIL ASPRALT N4W4Es ALLH� ujlNDcw MIFTAL CAI R AND RAIL WAmIE sipm 9 v MAWR: 1xim A61944T bk1W-kEq 331... 1"yj� = A -um, WNDOW V14ARDIE TRIM 4ARIDIE SIDING C, v 7 color, P=MBred Arch[tect F L' AR-WI3205 v c o22 o A IV-11, Tub Dvripq _ T.O . 1vcond Fl r -1 1-OR fehE115�mi(� _..... i `mS I/61 T DD- 8e=d Floor 1m1 Ie TDZ)> TruA6 r . 3p� Fi i5l el blab ................ P CE 5c ! ? TYPE�l �-E ND�ELEVATION ASP941.T INISI- &UMNVM FAXIA V44AIRDE T K MIAL STAIR AND RAIL A6 ALt M[ A—UMINUM FASCIA 2e 4ARD E TW MAIL 6TAIR AND RAIL. WARDIF DIVING V 4ARD15 TRJM ET'Ummff1m iej�v AS T IW-4 ALI, ' NLM FASCIA WAN i1N. VWARDIE TRIM �Javid � Jacobs 9 2 Q L f5t, red Architect L. AR-W13265 B � i c 0 0> C7 IV.-fl v Tru Bearing I0`-1 IM, i DD, Znwnd Floor '-I Ili T.O . trusm 5rg. ffff5h�. Slab Tetarrq lip TDD, &xvnd Flo -[ 161 a�og Rn"fa d blab E34 �BLIILDfNG TYPE IIA- FRONT ELEVATION E4 BUILDING TYPE IIA- END ELEVATION A61944T NISI UMIIUM WINPM AGNALT &MILES 9` MRX 1RIM ALUMIUM FASCIA IMILIM WINDOW [David R jdc07b5 11 15t red Arch1tect 1 AR-0013265 ................� c 0 +RN/ PA710 FOR04 RC10 �TY P �l I I & �Rl �AR �IL �IV A�T I 0�1 � � e:33� ...2f133 w liw�e Trues Bearin go lip 21'- l 3/ ' ° OD, Third Fier lt'-F life Bwrtfl tf,,.D='mod ploor B Y'91 '_0s �_ pf4lldvd 514b 301-8 Thm Bea 21`-i 3/4' 3n*$ BW 3�y3.. -D. J E'"F 3Fg ALLM 5CRE E 5 pwls d v 50LAR I BL?!t My PE k"— �,'je!r�3� ELEVA"I""ION 5Llt V MM- RAIL. f 5t rod rc [tect A305 1, -12 T 5d' T ELEVATION c I 6'flARDIE TRIM ALUMUM MgCg A HARDIFF SIDING IDa 'YVWT BEYOND AST &PIW4E6 ALUMINUM MSCI HIE SIDING FflARDIE TRIM ............................ c 7 HAFDIE 61DIVa O'HAME TRIM AOPHALT WZLE5 ALUMINUM �WGIA 6' HARDIE TRIM RAMIE BVIW3 VRARDIE TRIM RW15tared Architect R' AR-W13265 I -------------- i Front Elevation Sca le, 1/4'= V -O' 2 Truss Srnog, 1, V-4" 12 Truss E�rog E, 3E�E At! `f-m leg 12 Tru s 15mg --�-a------ [..: 3. EJ3 W ,p 0 1 t t Hardie Sorg F Trim t ........ ... . ... ..... . 1 � F 3 3 Flno ir< ................ ... ............ ................. t edig =El �- 114 (E D, D htll!a Iog, _ Truo , Roof v t ...•.....•..._.-•••• "lTngl o 7'i 1 Grade Pa Vid R, jacob6l 1d i1 A d 1 C (. W01M KU w V w 4 Wood Niriftig, I O's,. athln -lardie Panel Hardie Trim COLUMN i Illllf AL ..W.. 46 ALE; 1 I/V � V-0` (1)3SCOLUMN CAPITAL DETAIL 12 I 9 I 1 3/ �X3,X , earin late Plate w/(4) 3/4% Anchor 5olts (10' 1 Embed) j i 1 1 V Non -Wink i Grout I vide 5lmp�on 3 Q Each 1L F fi 12, SQUARE Tao 5EAM Wood Trim. Hardie board idinq Mardis Bard Trim 144rdl board 5ldi�i 2 X 4 Wbod Framing, 5slant, continuous. r 1 S L-a 1& m r-OR 51DE ELEVATION- 5CALE, 114' m 1FF F Wood Po6t, 5es Plan ( )1/21A Go V T -u f5olts TS(PxbX1/4x 50e; Plan 3'XI1/2&Weep Hole f` imp6an H5 f. U Truss 11T5 rr 3 I/V x 111J4' S,L. E 2x4 5tkXl3 01 , Oz. T p> Wall Frani hi 6NIP60 CC, 5 1/ - flip 8FT a 11 20 Natrona I Sectric Code, 2002 Eciftfon 5. Florlda T-11re Freventlon Code, 2004 lEdTtfon 4, Florrda Codiv fir 15uildine ConfAruction, 2004 (Chapter 11) 5, Davi n Lire Load.5e 0. Wl1 md 1oada, are in a r-ardan e wTth 15c, 68atlm 1 062 oaf (ffied provtst s for lom rise buildfnes' E aelc Wind epewd--. — 110 MPH Importance €height. Ad j ie Conatruction Tr p , T�pa V-5 Unprot./Un�prfrk , occupanag VaeWlcation. u - Ut11Tt ' _ Area 4 Warn , Allowed ovid d 5,500 a.r. 342 s.r. I tr lr 11 3 8 Co .aa.Wooe� @ 3 pR6 1. T pf a151ab. Provide 4' Thick Concrete Slab With 12' 18'Thickened Edon 111th ar5 Continuous, Provide 6 X 61 IA X UJ Ids Welded Wire Mesh Over & M11 V[squeen VApor 5arrler On Termfte Treated Well, Compacted tll� 2. cellilig F`fhkek Provide No' Exterior Mr. Gy pf l� Hard l#1rl lea ifft MISR 03. 1 &5 Mine Mail Dox Unit . Central, PellverQ And Collection 15ox Unit& Install A6 Per Manufacturer'a Rscommendation. 04, & X 6 Wood Column. 5> Provide 2 X 4 Diae Brace v Truss For Entire Length Or Enclowre, . verff 46 t with 5oxes, AS i ------------------------------ PAL PHOTO CELL , 5FT14, NZ 93, mge 'au in. KAJ PRJ David R, jaco7b8 Recifetered ,rchitt 1.AR-WI5285 --- ' ' 1 COML 1`« X I'm DOOp Footing J r nil 2« 15 50r t. Ends I 2'-V Corm Bird, Tip. 4' <;orweW F1 r lab l bX6 w t1J1.4i�1,4 ' M 6 M l vaporBarrier, rrr r nWail Compacted Termilte Nate Fill I � Shaarmall Tgp_ 8L I j 3/4' Let4 t fi r 7�� GJ. Tul 91 F 44'-4' Save Edge E3 t-oundatofon Plan C 1:& W 1Fw� KO ramina of F Plan &a 1e. Fi F, Tc picdl Roof Comkruation. Archtectural 5hngim Fes° forgo. 5perm o 3P rvlt bh@athng Pre -Fabricated Wod Trued 0 24' cr- With 5lmpoon 1 1 at Each 5—ed. Tares Brfg. fp edge Alum Fascia 2 X 6 fhb-Necla _ s �Fratacl �n�l brit 14ardie 5D ,Lap 8fdirg Cam ^ 51de. Dap On 1116' OBB Ming rrri 106 earls 4' o.m at d �n and V' O.� frr td feld Drip Ocresd Flashing !2 Ed V Edo@ 51frnpo t N3 Or Zqulv, t each Stud 2 X 4 P:T. 5gle data ;. Foam Sill Sw1° « Archor Lo F-O;�ilcm Fear &r=Llecs- Foundlallotes.- 1, VerrP9 All Existing Dimmalono and C tar't Architect fP Dfar-repancles occur. 2. Dwator Prior tea Concrete Pjacgmat, drip Organics 21m0' 1gw Grade and Co"ct mil To Within wlyy. of Optimum, « Co=ctv io ae Fotipm Slab on Gads pof Wfth 1-1/2, Craver To W From Trap of blab. NAP - 41 V- lt 4. inrcralrg Steel. 60 k.st Wind Load : 11HIN 2 X at Each End. Wt to Fdn rjd I/a, die Baits nrl 12' epbedmal 4 2 - 'ila" dra Bolts witfi wa re to 8tuds. "1 F'`oj t .rctwal C ,ql N�,,t�m lbr Ad6tional "uIrements Roof Truss Notes. 1, .Roof Trwa ftp Drau1ngo ft11 U Duolgrgd ark ftnad arrd ~5w 15� a Structural Engiflow Lf tfm abate cif *lcxab. 2 All OyarWllt Fr4wrg a Srdcino 4 Brldgfng ror ilt"€nd 1a of Trvoa 3. ttorrr C rd Dinfgned b� Two MOuracturar .rbmlt ROOF Trusty map praurr"ngs for Review Ardhltact prior to pabrfc8ifeft 4. FlrmAde Sf p6 110 at Midi or Each T66 _ bw Project structural C*mewl Notm !'or Ad6wcm[ urram tr" 6. FraAds Additional Trues as Required Utb Vailcala at 24" or� Above Temnt 80paratfon Walk d04'oz, at 1dkr, V51mpsan U24,pr Ejai r t1 ld Nails f Ca111 a�i End ( ) l(od Naila Left, Side Elevation Fin. Flr. Off -Fidgle Vent 12 rw Arch1tecturAl Vine 3 t � baslant Cvrrt, t'-4' X Y-$' Deep f:gotingil 6X6 1 110 iUWM 12« 5 Bamrrt, FroAda `— Mae. at2' "T Fala C, faro Tip, t -Or Trim Board id!€g El T 'Ical Wall Section U : 314' = 1'-0' R! ft Side Elevation E3 tel: ff& g 1Fm� `L1L 1: 1. r-f rTE a 5UTIdTne Cade; 2004 Eciftim . National Vactric Code, 2004 Moirtron . _ [Ortda r-irs r v t.1on Coda, 2004 Ja6ftfon 4. Horrda Acr-s f ilTty Coda For 5uildrng Gmatructron, 2004 (Chapter 11) Desfen Live Loads. R,Oof_..._.....W..._..._....20 psf 6< Wind bade are tai a c-rdati with �5c Section 1601afv 'EsImplifT pr ovIsl m For low rise bul16l41ge n 1m ortmi r-actor.._.._— to Mean Hof ��f � m �, � 1� ft, Haight Adj. FactgPr-- —1 T l5ulldin T' eo -r4ps V1 I-F'rcta tmd, tln rin l r :l O cupamc- storase 0�- Gara 8 " 474 P ( D5 Rear Elevatfon : 11& m P.O.�& 01506& GENERAL NOTE& All perimeter df€nerslons are to cutofda cdgc gp Glab UXO.191d i"rarnrrrg f1rcm Stab edge la'w &hwftg rants on top of elgb rrr roll b&d OF Ogalart. . All poor6 p-1apdware tea bleat AOA GFeamcatrcm xt iar Stud Willa 2 X 4 at 16" o.G interior Stud UAIIy 2K4 at ,$` Oar, 6,aN y. V. Haa&n - Double 24 at 2x4 UhIle, With V71 pigwood or OSB. Flitch 152trua r Membere, fail all Multi member I HOidem 4 ors Togs illifth 16,d N4110 at 12, c r R 70p 4 50it, a ch'ida, 8ita ed E, Ukll-Mo ted Exit Ugf t> 8111aded Qadrdf1% Irdicate Lettered r-at;Wo) i.,1 0 El oori if � � ! 10El t E5 vFromt Elevation cal : JAY - Y-O' 0 PLAN N TE5F 10 Alun ftahold Beat 112" Ries Per ADA 5parimcaticm 02, 1 Nr Fated Tenant ubil To Lindfirsicie or 00 f Pack J� 1 La t "CPC "Xr rip• each id « UL 1305 if, Garage and LL U330 hi Attic 1-06A TAP 3 22' x 3 " Awe Accem %ptcal 04_ Fame! w/ 40 Aftra- C Y t to N arast lR1"i9sl=la`111bPOm Pansi Iectrlcal Fa t vcal 06. fact 7o 4,1ouse Fadel )!a o4O cell 01. Jumctlm PDX For Future ad 06. Garage Door TO Meet 125 mph Wfrd Load Raqu3r r is W OfF Rr e Vent -Architectural 5*glso F�1a �l°ir� red Siding °ads ROOMered Architect 1, AR- 1 M L'�llll� a rra V 0) am mr oundatior Noted -re --a PL ( A Lrn CODE: say > �ry d co.dact �i€ ill€�ti�i dalinn6€r3ri. ,_ MOrr & f5ulid€ilGods, 20 Eclttron GENERAL N Eta . _�_..�.__- �_- _� _ E .... _..._..... r.....3f .pO..A Wg ....E..., -...(....� -� _..............�_........................... 3 Arvdtsa if C�lsc€ ands Occur. 1�1ttLEa1 1trt t, %0iiCs°1 t g_q............. !... V- a&p E'uvob€ € € 2. 6,.�•$4�SAter �t� b�a'E'�`rew 3 16�`icmwit, f 8 drip rarer m 1rad and �. l�rr�� ��� "�� €titer€ ��, ��� e�iti�ri 'Q°P'. M €` dad MC.a�".a� �fE�. ,5 y�-�,�,�[ y( g �^ y 3y � .`�Se�"djbftrL 6.a�. 016 for 5uT[d n k..00ns S.>: € cLcl i, t 3 w12w Sara ant. Fero€€d 2'n6' Corner Barra T € € O€npact it To tthrn W. or opt[m ,6004 # iatr 111 ,11 r q i �° G�i�igns arm to outside 15dev of glad € € t € 3> C�e io ao Folip€€€�s 5. 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T ........................................................................................................................................................................................................................ II ?................................I'.m..................... ............................... ..................................... .. ... E..m� 1UF I �....... ..... ® VENT FOR DR UN r—--1—�---—-- -- — — — — — �— - ........................................... METER 4 — DISCONNECT D 0 —*1 I 5 ---......_-....._....— ..............---__._— ------ -- VERIFY GARBAGE CHUTE LOCATION�� AND SIZE WITH TRASH _,- I a- ..... I...£...... � ` ...................�� ££ - ELF CONTAINED C�° _ �.....:........... T _ _ _.. T WITH COMPACTOR SUPPLIEk.....� IT S .....r, 4'STEEL PIPE BOLLARD FILL SOLID WITH CONCRETE 12' O.r, EA WAS` -0 BOTTOM AND 45 1 " O.C. EA WAY ON TOP 4' X 4' DIN WITH BP£ TRAP CONNECT TO STORM BROOM FI N-VQ PART URETHANE FINI _ SLOPE TO DRAIN (TYP) ..............................1 NOTE. VERIFY REQUIREMENTS WITS TRASH ::.:........Ell 1001 It ...:,...........:......:........... u. coMPAsav 6 N I�J David R. Jacobs. Reg Istered Ar Itsed ITEM NUMBER V. MISCELLANEOUS A. Memorandum regarding the Denial of Application for Development Permits B. Project Status Report C. November 2006 Calendar FOLEY ATTORNEYS AT LAW Ill NORTH ORANGE AVENUE, SUITE ISM DPLANDO.1 32801 2396 FOLEY 8 LARONER LLP F O BO%293 O. FL 32aD2 2193 Q7 423 40423 7666 4p)43 WWW POLE FOLEY COM OW 244.3248 MEMORANDUM CLENLMATTER NUMBER 0203770/07 TO: The Honorable Mayor and City Commissioners of the City of Ocoee Members of the Planning & Zoning Commission Members of the Board of Adjustment Members of the Development Review Committee FROM: M Paul E. Rosenthal, Esq., City Attorney V '/I- CC: Rob Frank, City Manager Beth Eikenberry, City Clerk DATE: September 26, 2006 RE: Denial of Application for Development Permit The Florida Legislature adopted Chapter 2006-88 which becomes effective on October 1, 2006. This law creates a new Section 166.033, Florida Statutes, which requires that the City give written notice to an applicant whenever it denies an application for a "development permit'. For purposes of the statute, "development permit" includes "any building permit, zoning permit, subdivision approval, rezoning, certification, special exception, variance, or any other official action' of the City having the effect of permitting the development of land. The denial notice must include a citation to the applicable portion of the ordinance, rule, statute or other legal authority which serves as the basis for the denial. In order to implement the provisions of this statute as it relates to actions taken by the City Commission (or any other board that may take final action on a development permit), it will be necessary for the City Commission to include the proposed basis for the denial in any motion to deny a development permit. In some cases, it may be advisable to continue the matter in order to allow proper documentation of the basis for denial. Such a circumstance would most likely arise in the event of a staff recommendation for approval which is being rejected by the City Commission. ORa 4231411 :FOLEY POLEY 1 LIRMER LLP Further, it is recommended that any advisory board (i.e, the Planning and Zoning Commission, the Board of Adjustment, and the DRC) include as part of a motion for denial a citation to the applicable authority for denial of the permit. It is important to document the basis for a denial in order to assure compliance with the statute and prevent reversal of any denial of a development permit application. This also will assure that the basis for any denial is part of the record of the proceeding. Staff will make appropriate adjustments to their reports whenever there is a staff recommendation for denial. It should be noted that the review of most development permits by the City Commission (and the consideration by advisory boards of recommendations with respect to any application for a development permit) are undertaken at a "quasi-judicial" proceeding. This means the actions taken by the City Commission (or the advisory board) must be supported by competent substantial evidence found in the record of the proceeding. The basis for denial set forth in any motion made by a member of the City Commission would need to be supported by competent substantial evidence. The issuance of a notice setting forth the basis for the denial will likely serve to crystallize the issues to be reviewed by a court in the event of an appeal of any denial. If you have any questions, please do not hesitate to contact me. ORLA_423141.1 STATUS OF LAND DEVELOPMENT PROJECTS CURRENTLY UNDER REVIEW TYPE OF DATE SUB- PROJECT NAME PROJECT NO. REVIEWER MITTAL STATUS SUBMITTAL RECEIVED NUMBER ABC Fine Wines & Small Scale Site Spirits SS-220_0.4_-028 101'09/O6 AF 3rd Staff comments due 11/01/06. Advance Auto _Plan Small Scale Site Parts SS-2006-009 Plan 10/05/06_ AF 1st Staff comments due 11/03106. Arden Park _ _ RZ-04-08-01 _ _ Rezoning O8103/O6 _ CA _ 5th Going to 1121/06_CC Mtg. B.P. Gas Station 1 D960 W. Colonial Drive Building Plans 11/02/06 RW 1st Electric for Portable Generator. Preliminary Chateau Reserve L_S-2006-017 _ Subdivision Plan 0_8118I08 _ CA 2nd Staff comments sent to applicant 10/05106. Citrus Medical and Executive Office Large Scale Site Park LS-99-014 Plan 08/14/OB CA 6th Went to 11/07/06 CC Mtg. APPROVED Citrus Oaks Office Utility & Lift Center SS-2003-003 Station Revisions 07/25105 CA 2nd Staff comments sent to applicant 08/30106. Final Subdivision Crestwood Heights LS-2004-016 Plan 06/15/06 CA list Staff comments sent to applicant 06/20/06. Revision to landscape, irrigation & utility Crestwood Heights LS-2004-016 plans 09/05MO AF 3rd Staff comments due 09/18/06. East Crown Paint Townhomes AX-0549-26 Annexation 09/05M AF 3rd Staff comments sent to applicant 1023/06. Darren Center AX-0SOB-30 Annexation 0&311O6 CA 1st Staff comments sent to applicant 0920/06. Dobson's Woods 8 Small Scale Site Water, Inc. SS-2005-M Plan 0120/OS CA 2nd Staff comments sent to applicant 03/07/06. Dynasty Gallery & Collectibles at Small Scale Site West Oaks Village SS-2006-003 IPlan 1 10/31/06 1 CA I 3rd IStaff comments due l l22/O6. Track with Tutor Time. Current Project Status2/Review 11/92006 1 of 7 STATUS OF LAND DEVELOPMENT PROJECTS CURRENTLY UNDER REVIEW TYPE OF DATE SUB - PROJECT NAME PROJECT REVIEWERI MI77AL STATUS SUBMITTAL RECEIVED NUMBER Duston 8 Roberts Small Scale Site Auto Body Shop SS-2008-004 Plan 0928/06 CA 2nd Staff comments sent to applicant 1026_ /06. Large Scale Site Eagles Landing LS-04-025 Plan 0829/06 CA 4th Staff comments sent to applicant 10/10/06. Eagle Creek of Ocoee RZ-05-08-06 Rezoning 0824/06 AF fat Staff comments due 09115/06. First Financial Automotive 11953 W. Colonial Drive Building Plans 0821/06 AF 2nd New Warehouse/Office DENIED 0824/06. Foundation of Lights Church Building Plans 101131W RW 1 st Monument Sign APPROVED on 10/16106. Fountains West- Comprehensive Halvorsen CPA-03-01-05 Plan Amendment 09/07/06 AF 4th Staff comments sent to applicant 10/13106. Gadson Annexation / AX-06-06-286 Annexation & Rezoning RZ4)8_-0_8-0.3 _ Rezoning 0622I06 CA iat Staff comments sent to applicant 08/09/06. Applicant pulled project. Glad Tidings Special _ Church 2_-06-SE-008 _ Exception 05/15= CA 2nd Staff comments sent to applicant 07105/06. Small Scale Site _ Plan & Final Grace Community Certificate of Church SS-2005-009 Concunency O8130/06 CA 4th Staff comments sent to applicant 10/17/06. Small Scale Site Groundlek SS-2005-004 Plan 032W06 CA 3rd Staff comments sent to applicant 05/04/06. _ GTE Federal Preliminary Site ry _- _. Credit Union LS-2006-M Plan 0911 elm CA 4TH Staff comments sent to applicant 10/16/06. Haynes Brothers Fumiture 476 Ocoee Commerce Parkway Building Plans 07/03/06 CA _ _ 2nd Pole Sign / Wall Signs DENIED 07/0.5/0_ B. Ingram Trails LS-2005-009 I Plat 1 09118= 1 CA I 2nd I DENIED on 10110/06. Current Project Status2/Review 11/92006 2 of 7 STATUS OF LAND DEVELOPMENT PROJECTS CURRENTLY UNDER REVIEW TYPE OF DATE SUB - PROJECT NAME PROJECT NO. REVIEWER MITTAL STATUS SUBMITTAL RECEIVED NUMBER Key Isle - Phase II LS-2005-015 Final Site Plan 08129/OB CA 3rd Staff comments sent to applicant 10105/06. Lanham Small Scale Site Wholesale SS-2005.001 Plan 0926w CA 3rd Staff comments sent to applicant 10/16/06. Lake Bennet Medical Centre- Landscaping Building #3 SS-2004-018 Sheet D9/05ft AF 2nd Staff comments due 09/18/06. Lake Bennet AX-07-07-298 Annexation 8 Village RZ-06-07-04 Rezoning 07/19/08 CA 1st Staff comments sent to applicant 09/07106. Final Subdivision Lakewood Estates Plan 10/17/06 CA 3rd Staff comments due 11108/06. Maguire Crossing 2727 Old Winter Garden Road Building Plans 10/02/O6 RW 1st Wall Sign/ Going Postal APPROVED on 10/02106. Maguire Pointe 2450 Maguire Road Building Plans 10/17/05 RW 2nd Sign APPROVED wi6l comments on 10/19/06. McCormick Woods 1520 W. McCormick Road Building Plans 10/12106 RW 1 st Revision to subdivision wall. McCormick Woods Phase 1 LS-2001-M Plat 09/08108 AF 3rd Plat APPROVED on 10119/06. Final Subdivision Plan - lot McCormick Woods numbering Phases 1 and 2 LS-2001-002 change 10/19/06 AF 1st Staff comments due 11/03/06. Meadow Ridge Plat 08291O5 RW 1st Staff comments due on 09221O6. Meadow Ridge Building Plans 0921/08 RW 111t Pool Cabana DENIED on 10/16106. Meadow Ridge Final Subdivision Hardscape) iLS-2005-011 Plan 07/31/08 CA 2nd Staff comments sent to applicant 01V08106. Current Project Status2/Review 11I92w 3 of 7 STATUS OF LAND DEVELOPMENT PROJECTS CURRENTLY UNDER REVIEW TYPE OF DATE SUB- PROJECT NAME PROJECT NO. REVIEWER -MITTAL STATUS SUBMITTAL RECEIVED NUMBER Meadow Ridge (offsite - Maguire & Final Subdivision Moore Roads) LS-200 -011 Plan O11/30/O6 CA 3rd APPROVED 1023/06 Meadow Ridge Final Subdivision revised sheets LS-2005-011 Plan 10/19/06 AF 1at Staff comments due 11/02106. Meadow Ridge _ (fka Westridge) LS-2005-011 Plat 06/17/06 AF 1st Staff Comments due 06/17/06 DENIED O6/02106. M.I. Ranchito _ SS2001-006 Plat 09/18= CA _ 3rd Staff comments due 10/13= DENIED on 10109M. Small Scale Site _ M.I. Ranchito SS-2001-M Plan 101I6I06 AF 9TH Staff comments due 11/01/06. Large Scale Oak Trail Reserve Preliminary PUD LS-2005-012 Subdivision Plan 08/02/00 CA 4th Went to 11/07/06 CC Mtg. APPROVED Ocoee Business Park 547 Ocoee Business Parkway Building Plans 11/01/06 CA 2nd Shell Building. Ocoee Christian _ _ _ Church 15 S. Bluford Avenue Building Plans 10/11/06 RW 1 at Sign for Special Event APPROVED on 10/12/06, Ocoee Commons- Landscaping Shoppes of Ocoee LS-2004-023 Plans 0821311116 AF 1st Staff comments sent to applicant 09/01/06. Ocoee Professional Plaza LS-2005-002 Final Site Plan 10/30/06 AF 2nd Staff comments due 11/21/06. Perfect Motors SS2005-011 ,Small Scale 07/17/O6 CA 2nd Staff comments due O8/15/O6.(ADDlicent pulled project) Prairie Lakes Tract Final Subdivision A LS2006-001 Plan 10/06= AF 3rd Staff comments due 11/03/O6 Prairie Lakes Tract Final Certificate A 203-FCC-M of Concurrent 01/17MB i CA I tat Staff comments due 02/13106. Current Project Status2/Review 1102006 4 of 7 STATUS OF LAND DEVELOPMENT PROJECTS CURRENTLY UNDER REVIEW SUB- PROJECTNAME PROJECTNO. TYPE OF DATE REVIEWER MITTAL STATUS SUBMITTAL RECEIVED NUMBER Sandstone Once / Small Scale Site Warehouse SS-2005-010 Plan 11106= CA 5th Staff comments due 129)4106. Setaram Office Small Scale Site Property SS-2006-005 Plan 05110MB CA tat Staff comments_ sent to applicant 06/1_9_/0& Shoppes of Ocoee 10135 W. Colonial Drive _ Building Plans 0202M BH 1st 2 Monument Signs DENIED on 10/10/0& Silver Star Retail Large Scale Site Center LS-2006-003 Plan 04/10/06 CA 1st Staff comments sent to applicant 05130/06. Slone Landing (Ika Foote Property)_ Plat BH 1st DENIED 08110106. _ Starbucks at _ _ _ Small Scale Site _ _07/18108 Ocoee SS-2006-008 Plan 10/30/06 AF 2nd Staff comments due 11/20106. Abandonment and Vacafion of Starke Lake Streets 8 Baptist Church VAC-07-009 Easements 07/17/05 CA let Staff comments sent to applicant 10130106. Steak Shake LS-2005-004 Plat 05/18_/OB CA _ Staff comments due 06/19/_06_ DENIEO 0.6/02106. Small Scale ___let -- Comp Plan Trout Lake Oaks CPA-08-22-06 Amendment 08/21/06 AF 1at Staff comments sent to applicant 10/10_/06. _ Small Scale Site Tutor Time SS-2006-006 Plan 06109/O6 CA 1st Staff comments sent to applicant 07/18106. Preliminary Villa Roma LS-2004-021 _ Subdivision Plan 04/04/06 CA 1 at _Staff comments sent to applicant 06/05/0.6. Villages at Lake Large Scale Plan Bennet II LS-2005-010 Review 05/30MB AF 2nd Staff comments sent to applicant 07107/06. Wellington Place 1206 Stonewater Circle lBuilding Plans 1 11/01/08 1 RW I let I Fence. Current Project Status2/Review 11AW006 5 of 7 STATUS OF LAND DEVELOPMENT PROJECTS CURRENTLY UNDER REVIEW TYPE OF DATE SUB- PROJECT NAME PROJECT NO. REVIEWER MITTAL STATUS SUBMITTAL RECEIVED NUMBER Modified sheets to Large Scale Wesmere Final Subdivision Townhomes LS-2005-0008 Plan 07/31/08 CA 2nd 'Staff comments due 08/14/06. Modified Sheets Wesmere to Large Scale Property/Villages Final Subdivision of Wesmere LS-2005-DOO Plan 10/18/06 BH 3rd Staff comments due 11/03/06. West Colonial Parcel(Waiha) AX-0-08-25 Annexation 01MO9I05 CA 191 Staff comments sent to applicant 0927/05. West 50 Commercial Preliminary / Subdivision LS-2006-005 Final Subdivision 11/03/06 CA 2nd Staff comments due 12104106. West Orange - ----- - - Large Scale Plan - -- 'Went Investments LS-2005-016 Review 08/14105 CA 3rd to 11/07/06 CC Mtg. APPROVED West Orange _ Orthopedics Small Scale Site Medical Office SS-2D05-013 Plan 07131= CA 2nd Staff comments sent to applicant 09/01/06. West Orange Professional Center 10101 West Colonial Drive Building Plans 10/12/06 RW 1st Ground Sign. West RVB Boat — Preliminary/ -- - - Storage LS-2005-013 Final Site Plan 03/07/06 CA 2nd Staff comments sent to applicant 0420105. Trip General 8 _ _ West RV 8 Boat Distribution Storage LS-2005-013 Report 06/2sm CA 2nd Staff comments sent to applicant 7/17/06. _ West Utilities ----- - - - Drainage and Easement VAC-06-008 Vacation 1 04117MG 1 CA I 1st iStaff comments sent to a licant05/18/06. Current Pmject Status2/Review 11/92006 6 of 7 STATUS OF LAND DEVELOPMENT PROJECTS CURRENTLY UNDER REVIEW TYPE OF DATE SUB- PROJECT NAME PROJECTNO. SUBMITTAL RECEIVED REVIEWER STATUS NUUMBEMBE R Westyn Bay Final Subdivision Phases 4 & 5 L_S2_D03-W5 Plan 0W9106 CA Sth Staff comments sent to applicant 10105106. Whispering (Ocoee) Pines Preliminary Subdivision LSO4-014 Subdivision Plan 0801/06 CA 5th Went to 11/07/O6 CC Mtg. APPROVED. Whispering (Ocoee) Pines Subdivision LS-2003-005 Pedestrian Gales 05/04A5 CA 3rd Staff comment sent to applicant 05/O2106. Current Project Status2/Review 11/9I2006 7 of 7