Loading...
02-14-2006 Agenda Packet_ ,.rn__ , Mayor S. Scott Vandergrift City Manager Robert Frank PLANNING AND ZONING COMMISSION (LOCAL PLANNING AGENCY) AGENDA February 14, 2006 I. CALL TO ORDER A. Invocation and Pledge of Allegiance B. Roll Call and Determination of Quorum II. CONSENT AGENDA A. Minutes of the Planning and Zoning Commission Regular Meeting held January 10, 2006 III. OLD BUSINESS IV. NEW BUSINESS A. Living Waters Church Special Exception B. God's Factory Christian Center Special Exception C. Westridge (aka Meadow Ridge) Final Subdivision Plan D. Wesmere Property Final Subdivision Plan E. Wesmere Townhomes Final Subdivision Plan V. MISCELLANEOUS A. Project Status Report B. February Calendar VI. ADJOURNMENT O:\P & ZWgendas\2006\Feb 14, 2006 P & Z Agenda.doc Commissioners Gary Hood, District 1 Scott Anderson, District 2 Rusty Johnson, District 3 Nancy J. Parker, District 4 PUBLIC HEARING PUBLIC HEARING 7:00 PM 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 January 10, 2006 DRAFT MINUTES OF THE PLANNING AND ZONING COMMISSION ACTING AS THE LOCAL PLANNING AGENCY MEETING HELD TUESDAY, JANUARY 10, 2006 CALL TO ORDER Chairman Golden called the meeting to order at 7:02 p.m. Following a moment of silent meditation and the Pledge of Allegiance to the Flag, a quorum was declared present. PRESENT: Chairman Golden, Vice -Chairman McKey, Members Campbell, Conkling, Keller, Morris, Rhodus, Sills, and West. Also present were City Attorney Storey, Community Development Director Wagner, Principal Planner James, Planning Manager Armstrong, and Records Specialist Sibbitt. ABSENT: None CONSENT AGENDA Minutes of the Planning and Zoning Commission Regular Meeting held on Tuesday, November 8, 2005. Member Keller, seconded by Vice -Chair McKey, moved to accept the Consent Agenda as presented Motion carried unanimously. NEW BUSINESS LAKEWOOD ESTATES — ANNEXATION Principal Planner James presented the Staff Report for the Annexation of Lakewood Estates PUD. The Lakewood Estates is located West of the Intersection of Wurst Road and Lakewood Avenue/Clarcona-Ocoee Road. The property is comprised of 15.8 acres and is designated Low Density Residential on the Future Land Use Map (FLUM) and the Orange County -Ocoee Joint Planning Area (JPA). Property is being annexed based on the fact that it is contiguous with the northwest corner of the property touching the southeast corner of the Chevron property. The property currently has a one -single-family residential structure with six sheds that will be removed. An Annexation Feasibility Report has been done, which is consistent with State regulations. DEVELOPMENT REVIEW COMMITTEE RECOMMENDATION On December 19, 2005, the DRC met to determine if the proposed annexation was consistent with the City's regulations and policies. Based on analysis and subsequent discussions, the DRC recommended approval of the annexation of Lakewood Estates. Planning and Zoning Commission Regular Meeting January 10, 2006 STAFF RECOMMENDATION Based on the analysis and the subsequent DRC recommendations, Staff recommends that the Planning & Zoning Commission, acting as the Local Planning Agency, recommend approval of the annexation of the 15.8-acre affordable housing subdivision known as Lakewood Estates. The Public Hearing was opened PLANNING AND ZONING COMMISSION COMMENTS & QUESTIONS Vice Chair McKey stated he went into the Orange County Property Appraisers website and saw that the property had sold for $550,000.00+ and wondered why that number was not in their report just as general information. Principal Planner James stated they usually go with the Appraised Taxable Value or the Just Value as opposed to the Sale Price. Chairman Golden asked if any member of the Public was in opposition of the Annexation. There was no response. The Public Hearing was closed Vice Chair McKey, seconded by Member Milton moved to recommend approval of the annexation as staff presented it. Motion carried 9-0. The Public Hearing was opened for Rezoning LAKEWOOD ESTATES — PUD LAND USE/PRELIMINARY SUBDIVISION PLAN Planning Manager Armstrong presented the staff report for PUD Land Use Rezoning for Lakewood Estates. Lakewood Avenue runs north and south on the property with Wurst Road currently dead -ending at Lakewood. There will be a temporary cul-de-sac at the end of the road; however, sometime in the future Wurst Road is planned to be extended westward from the subject property to eventually connect with Ocoee -Apopka Road. There will also be a north -south internal road that is going to connect to the property to the south whenever that southern property does develop, but for now it will dead end with a cul-de-sac to the northeast of the property. The proposal is to develop fifty-four (54) residential single-family lots. Lakewood Estates is working with Orange County Homes in Partnership to develop an affordable housing community and they have requested that the property be rezoned to PUD. They are asking for standards that are similar to the R-1 zoning with some of the lot width less than 70 feet in width. Planning Manager Armstrong presented the Preliminary Subdivision Plan for Lakewood Estates. Lakewood Estates will have a master retention pond on the 2 Planning and Zoning Commission Regular Meeting January 10, 2006 northwest corner of the property. A lift station, as well as a recreational tract with a gazebo, will be located on the north side of Wurst Road. Since Wurst Road is to be extended through the property, Staff was concerned about providing off -road parking, specifically for the single-family home that will front onto Wurst Road, so a deeper front set -back will be imposed to allow for additional parking within the driveway. Lots 38-49 will have a 6-foot tall PVC fence to allow for screening on the rear of the lots. Water and sewer will be provided by the City of Ocoee. The developer is dedicating a 10-foot additional right -of —way along Lakewood Avenue for future roadway improvements. When the subdivision is completed, the intersection of Lakewood Avenue and Wurst Road will be improved to a 4-way stop. Future conditions of the intersection may include a possible signalization and turn lane improvements. The applicant is providing for an eastbound left turn lane from Wurst Road onto Lakewood Avenue, which will be 220 feet for deceleration and storage. The applicant is also asking for a waiver for the side setbacks of lots 12, 13, 37, 38, 46, and 49 to be reduced from 25 feet to 15 feet. The reason for this request is to allow for the north -south connection and to allow for the landscape and the wall. A development agreement is accompanying the PUD Land Use Plan for approval and execution by City Commission. The agreement is allowing road impact fee credits to be issued to the applicant in the amount of $214,304.20 for the Wurst Road extension and turn lane improvements on Wurst Road. DEVELOPMENT REVIEW COMMITTEE RECOMMENDATION The Development Review Committee (DRC) met on December 19, 2005, and reviewed the PUD Land Use Plan and the Preliminary Subdivision Plan. Staff discussed with the applicant two outstanding issues. The first, from the City Attorney was regarding adding a Condition of Approval to Sheet C2 as follows: "All stormwater from Wurst Road and any other internal public roads will drain into Tract A at no cost to the City of Ocoee. An easement to that effect will be provided on that plat." The second, from the Engineering Department, was regarding a jumper from potable to reclaim water will be needed. It was determined this could be shown on the plans during the Final Subdivision Plan process. The DRC voted unanimously to recommend approval of the PUD Land Use Plan, subject to City Commission approval of the Development Agreement. Additionally, the DRC voted unanimously to recommend approval of the Preliminary Subdivision Plan, subject to the waiver and with additional conditions regarding COA being added to Sheet C2 and the developer amending the plans during the Final Subdivision Plan process to indicate a jumper from potable water to reclaim water. Planning and Zoning Commission Regular Meeting January 10, 2006 STAFF RECOMMENDATION Based on the recommendation of the DRC, Staff respectfully recommends that the Planning and Zoning Commission recommend approval of rezoning the property from Orange County "Citrus Rural" to PUD based upon approval of the Land Use Plan/Preliminary Subdivision Plan, as date stamped received by the City on December 20, 2005, subject to the City Commission approval of the Development Agreement and further subject to the waiver and the following additional conditions: All stormwater from Wurst Road and any other internal public roads will drain into Tract A at no cost to the City of Ocoee. An easement to that effect will be provided on the plat. 2. Developer to add to the Final Subdivision plan, when submitted, a jumper from potable water to reclaim. PLANNING AND ZONING COMMISSION COMMENTS & QUESTIONS Chairman Golden inquired if the turn lane was on Lakewood Avenue going into the subdivision. Planning Manager Armstrong stated the turn lane would be an eastbound turn lane from Wurst Road onto Lakewood Avenue. She further stated there was a discussion with the Public Works Director, and she believes the applicant is going to get with Orange County during the Final Subdivision Plan to look at any type of future road improvements that will need to be made to Lakewood Avenue. At this point there will be a four way stop at Lakewood Avenue. Vice Chair McKey asked if the waivers only applied to the lots on the corner. Planning Manager Armstrong said the applicants are asking to reduce the setbacks on the corner lots from 25 feet to 15 feet. Vice Chair McKey asked if the setback reduction was for all corner lots. Planning Manager Armstrong said it would be all corners except for lot 21, since the side of that lot is backing up onto Wurst Road. Vice Chair McKey said it appeared that the right-of-way decreases as it goes from Wurst Road across Lakewood Avenue and into the new Wurst Road section. Community Development Director Wagner said he believes Lakewood Avenue is 60 feet through the subdivision as a collector road. He further said one thing that was not mentioned is that the applicant is also dedicating 10 feet of additional right -of way along Lakewood Avenue. Vice Chair McKey said his concern is that Wurst Road is going to continue all the way through, making it part of the traffic pattern and no longer a collector road. Community Development Director Wagner said in the comprehensive plan a collector road carries generally a range Planning and Zoning Commission Regular Meeting January 10, 2006 of 12,000-15,000 trips a day. He further said Wurst Road is primarily for the convenience of the residents to be able to go out to other collectors roads and onto major roadways. Member Milton inquired as to when Wurst Road would eventually tie into Ocoee - Apopka Road. Community Developmenth eDirectort s annexed sand said halve be a determined when the propertyo development program, as of right now they do not know yet. Chairman Golden asked if they could put "No Parking" signs on Wurst Road. Community Development Director Wagner said since it is two moving lanes of traffic, they can put "No Parking" signs up along the roadway. Member Keller asked if there was a specific reason why they are not requiring some lots to have additional setbacks so that they may have some additional off- street parking as well. Planning Manager Armstrong said they worked with the applicant to provide as much off-street parking as they could allow with fitting a building envelope within the lots; however, they were constrained with the in lots in getting that extra depth for the setback. Community Development Director Wagner added that the lots Member Keller is referring to have a 30-foot setback, where a normal lot has a 25-foot setback. He further stated they could also add a parking space off to the side of the house. Member Conkling inquired if the additional side spot was going to be a requirement. Community Development Director Wagner said they would not normally require the side space but people do normally put them in. Member Conkling stated he feels there is going to be a parking nightmare once the cul-de-sac opens up and there is more through traffic. John Kirby, Kirby Engineering, stated they do have the 30-feet; however, if they had to they would much rather reduce the rear setback and increase the front setback, but right now they are 5-10-feet larger than the normal front. He further stated he would have to talk to his client about the side parking. Community Development Director Wagner said lots13-20 have some added depths, so without too much trouble they could probably increase those to a 40-foot setback. He further stated because lots 50-54 are backing up to the retention pond they could easily have those lots, if desirable to the builder, taken to a 20-foot setback. Community Development Director Wagner said the problem with adding a third parking spot to a 60-foot lot is that it starts looking like a lot of concrete. Member Morris inquired as to what the normal front setback is to a residential development. Community Development Director Wagner stated a normal front setback would be 25-feet. Member Morris then inquired as to why they are getting five more feet. Member Keller stated the reason they have a larger setback is that they do not have the extra parking on the road and in a normal development they normally have wider roads, where in this case they do not. 5 Planning and Zoning Commission Regular Meeting January 10, 2006 Community Development Director Wagner said the easiest solution would be to add a further setback to lots 13-20 and on the other side of the street take five feet from the rear. This could be looked at during the Final Subdivision Plan. Community Development Director Wagner said he recommends adding conditions or direction that they have the developer increase setbacks for those lots west of Street A. Member Rhodus said since the development will be a PUD and there will be a Homeowner's Association, what happens if the HOA does not allow for cars to be park insie ter garage. parked in the driveway but instead requires owner's t{hat woulddbehalcovenant Community Development Director Wagner stated within the subdivision; the City does hot have any requirements that a resident has to park their car in the garage. Chairman Golden said by the picnic area it shows a wet pond that may have about 10-feet of water in it. He running stated e hpowould d. J John ike some Kirby,nd of Kirby protection from young children g Engineering, stated part of the reason is because it is the code requirement and the idea is not to create a compound. The pond is designed; however, to have a general slope so that if someone were to fall in they could at least swim out to the slope. The design meets state requirements. Chairman Golden inquired as to why the picnic area was by the lift station. John Kirby, Kirby Engineering, stated it was the only area they had open space. Chairman Golden said, on the pond issue, the City Attorney requested that Tract A accept any future run-off fromthe road. further offhwithnthered if oadshey w widening. Tract John A was large enough to accepty futurerun-off Kirby, Kirby Engineering, stated like the Lake Apopka Rule they are designing it so that it is impervious. Chairman Golden said there are surface water areas, pond, and ditches dug on that site and is wondering how the developer plans to protect the homes from falling into a hole that was there before. John Kirby, Kirby Engineering, said that based on the Environmental Report that was done in the past, that area had been classified as surface water; but if they do come across any kind of muck, they will de -muck the site. Chairman Golden said there is a ditch on the site and was wondering if it had a continuation or if it dead -ended on the property. John Kirby, Kirby Engineering, stated the ditch does not collect any off -site run-off, but it will retain the rainwater collected, meeting the St. John's Code, Ocoee City Code, and Orange County Code, it will then be discharged off -site to the northwest as it has been done in the past. Chairman Golden said the property is marked as 6 Planning and Zoning Commission Regular Meeting January 10, 2006 wetlands and inquired if they would have to mitigate the areas. John Kirby, Kirby Engineering, said the surveyor had marked the property as wetlands; the Environmental Consultant had classified it as surface water, but when they obtain their permit from St. John's, they will find out what they think. If St. John's classifies it as wetlands there will have to be mitigation for which they will be fully prepared to do. Chairman Golden said the lots that they are asking for reduced setbacks on, would they consider showing shrubs or additional landscaping provided by the developer. He further said he would like to see further screening of those home lots. John Kirby, Kirby Engineering, said the only lots that will be affected would be lots 12, 13 and 49, and that should not be an issue. Chairman Golden said he noticed only about ten trees on the survey and did not notice any trees marked. John Kirby, Kirby Engineering, said any of the trees on the landscape plan with an 'Y' will be removed; if they do not have an 'Y' then those trees are staying. Julie Schrader, 450 South Orange Avenue, Orlando (on behalf of Chevron Property), said the Chevron property is to the northwest corner of the Lakewood Estates parcel. She further stated they are not there opposing the development or annexation, but they do have a concern they would like to see addressed as a condition of approval on the development. The Chevron property has been having a very bad problem with respect to flooding and drainage from adjacent properties. Chevron is concerned that with the Lakewood Estates property going from largely pervious surface to fifty-four (54) homes and a public road, which is a large amount of impervious surface, that there will be an impact with the pavement and drainage to their property. Julie Schrader further said what they would like to see, as a condition of approval is that the drainage pond on site be required to accept the drainage from the extension of the road or any expansion of the road. They would like to see the developer hold their drainage on site, not just from the roads but also from the home sites. Chairman Golden asked Ms. Schrader if they had reviewed the developers calculations. Julie Schrader stated they have not reviewed any construction level drawings or stormwater drainage; however, their hope was just to get a condition of approval at this level so that this could steer the details of the construction calculations. Edmond Harrison, 1350 Clarcona-Ocoee Road, stated the biggest water problem is coming from Vignetti Park. He briefly explained and showed the drainage problems on his property. Edmond Harrison also stated he would like the developers to put a wall up on the north side of the Lakewood Estates. He Planning and Zoning Commission Regular Meeting January 10, 2006 provided proof that since 1946 he has had a business on his property. Richard Harrison (son of Edmond Harrison), 127 11th Avenue, said that for the record he would like the developers to know that his business allows his trucks to run at all hours of the morning or night as a 24-hour emergency service. Steve Marbais, 716 E. Lakeshore Road, said he owns a used car lot, which is located on the corner lot across from the Lakewood Estates property. His biggest concern is the turn lane and if the turn lane would take up the developers property and not encroach onto his property. He further said he does not have a lot of frontage on his property. His next concern is the appearance of the Lakewood Estates subdivision and if the developers were going to maintain a nice clean appearance with a brick wall. Nora Mask, 1120 N. Lakewood Avenue, said she owns the 15 acres south of the proposed Lakewood Estates. She stated for the last thirty years she has observed the proposed Lakewood Estates property and has seen the land get very soggy when it rains. She further stated she feels the land is excellent pastureland and is not a good piece of land for a housing development. Nora Mask said she has concerns with the following: 1) drainage affecting her property; she does not want her land to become any wetter than it is because it can affect her horses, 2) people in the new development wondering into her pasture and feeding her horses, and 3) a Bald Eagle who resides in a tree, which is right in the path of the proposed Wurst Road extension. She briefly explained her concerns regarding the Bald Eagle and its nest. Community Development Director Wagner said the Bald Eagle concern had been discussed in the review process and his recollection is that the Eagle projection zone was indicated to be crossing the northwest corner of the Lakewood Estates property and a permit from the Wildlife Agency would be pulled to do construction outside of the nesting season. He further stated if they find out that the nest is closer to the site or the protection zone is greater than what they think then that will affect the final engineering; however, it did not appear to them that the extension of the road would affect the nest. Jerry Mask, 1120 N. Lakewood Avenue, said his concern is regarding the pond that the developer is building in the back of the proposed development. He stated if the developer does not drain the pond in the direction of the Chevron property then the whole neighborhood would get flooded. He proposes that the developer sell the property to a rancher or farmer and buy land that will be a decent neighborhood elsewhere to ensure people a decent quality of life. Planning and Zoning Commission Regular Meeting January 10, 2006 Joe Margio, 140 N. Orlando Avenue, Winter Park (on behalf of Chevron Property), said there is obviously many concerns about drainage and in reviewing the preliminary plans, there is an outfall structure proposed which will discharge onto the Chevron property. Chevron is opposed to having their property considered as legal positive outfall and if that is successfully argued then the applicant will have to contain all their stormwater on -site, which means their pond will have to be bigger. He further stated they have not looked at all the calculations and he feels Mr. Kirby would also agree they have not developed to that level yet. Vice Chair McKey asked Mr. Margio if the Chevron property drains towards Lake Apopka. Joe Margio stated it does and it has a ditch on the property, which does drain towards Lake Apopka. Vice Chair McKey further stated to Mr. Margio that because of that ditch there is an opportunity for them to drain excessive water off their property. John Kirby, Kirby Engineering, said he would be addressing all the issues. The first issue regarding the Chevron property, he said they are proposing to put a pond structure and put a treatment in with a continuation of being discharged and not creating any more water than there had been before. He further stated his ponds are designed to take care of discharge. Calculations have been done and are available to be looked at. Member West said the Lakewood Estates property falls under the Lake Apopka Rule, which means they have to have more retention on the Lakewood Estates property then on any other part of the County. Vice Chair McKey asked Mr. Kirby if their outfall was an emergency outfall. John Kirby stated their outfall retains a certain amount of water and then it outfalls, but he would not consider it an emergency outfall. Chairman Golden asked Mr. Kirby if they were planning to build up the property in total or just the house lots. He also asked if they planned to have swales at the rear of the lots to carry the water down to the northwest. John Kirby stated they would be building the house up and not flat on the ground. Chairman Golden further stated that if they were just building up the home lots and not the property, it would be difficult to keep the water off the neighboring property. John Kirby stated the roads would be raised somewhat and the home lots would be raised about 2-2 '/2 feet. Chairman Golden asked if the 2-2 '/z feet would be the pad or the entire lot. John Kirby stated the actual pad as it gets away from the lot would blend right from the lot to the street. Chairman Golden asked Mr. Kirby if the swales would be down between the lots and at the rear of the lots to carry the 9 Planning and Zoning Commission Regular Meeting January 10, 2006 water to the pond. John Kirby stated that was correct and everyone they discharge would go to the retention pond. John Kirby said regarding the property to the north and the drainage issue, he thinks they also drain towards the Chevron property. As far as the Vignetti Park area, he is not sure of the history. Member West stated he feels there are some drainage problems but he does not think it is the developer of the proposed Lakewood Estates problem. He further stated he feels there will be less water on the Chevron property with the subdivision there then they get right now. John Kirby further stated that on the issue regarding the brick wall, there would be a wall on Lakewood Avenue. He further stated the developer did not intend to put a wall on the north side because it will be extremely costly. Member West asked if it was possible to put a fence up along the north side. Member Sills stated if the roles were flipped and Mr. Harrison were to develop, they would probably require him to put up a wall regardless of the cost. Member Sills further stated it is not fair to the homeowners who will not be told prior to purchasing their homes in the Lakewood Estates subdivision, that trucks will be starting at all times of the day. Member Sills inquired if they could put some type of wall (either wood or masonry) or maybe a landscape buffer. John Kirby stated they could consider landscape since they will be landscaping the property. Chairman Golden said he would like to hear from the applicant, his take on the Bald Eagle issue. John Kirby stated the Bald Eagle nest only affects the property to the west and not their property. He further stated that due to the many hurricanes several laws have changed regarding the Bald Eagle zones. Donald Harrison, address unknown, stated if they build the home lot pad up 2 feet what will happen to the property on the sides. He further stated the land is already wet. Vice Chair McKey stated there would be swales that will direct the water to the retention. Richard Harrison asked how many houses were allowed per acre and with the changes if it was consistent with what was up and down Wurst Road already. Planning Manager Armstrong stated the zoning of the property is "Citrus Rural' and she believes it is one unit per five acres. She further stated the older lots on Wurst Road are 60 feet in width and are smaller lots, but there are a mixture of different size lots in that area. Richard Harrison asked when the plans were going to take place for a traffic signal at the intersection by the Lakewood Estates. Chairman Golden stated it would probably be a while before a traffic signal will 10 Planning and Zoning Commission Regular Meeting January 10, 2006 be placed there. Planning Manager Armstrong stated that at this point, it would be a four way stop sign but future conditions may warrant a traffic signal with turn lane improvements. Julie Schrader stated, regarding the drainage issue, they understand that the Chevron property is accepting drainage now; however, in its current stage the ditch on the applicant's property accepts drainage from multiple properties. She further stated what is happening is they are going to pave their entire piece of property and maintain that they will still be allowed to put the same amount of drainage onto the property that previously came from multiple properties. Julie Schrader said that the City Code provides for a 25-year storm, which is not sufficient and provides for equivalent rate not volume. The Lakewood Estates property could now discharge at one cubic foot per second for ten hours instead of one hour, which would result in Chevron getting more water. The City Code also provides that the City has the discretion to increase the requirement to prevent flooding and they are requesting that in a minimum they require to hold 125-year storm in consistent volumes. John Kirby stated he does not want to address anything further regarding the drainage onto Chevron, but will speak with them privately. He further said if there is any off -site property with drainage coming toward their property, they have to accept it or at least straddle it around their property and Chevron has the same responsibility. The Public Hearing was closed. DISCUSSION Vice Chair McKey said he feels the 25-year storm is obsolete and they should be looking into going to at least a 100-year storm as a standard. He further said with this particular situation he thinks they should look at the issue and see if they can increase the volume and put a fence at the angle of the slope without incurring too much expense to the owner's of the development. Member Conkling said under staff recommendation he did not see anything addressing that there was a Bald Eagle near the property. Community Development Director Wagner stated that as Mr. Kirby had mentioned they did inquire about it and the information they were given had said it did not affect the property. He further stated his recollection is that the protection zone may have affected where the retention pond is going to be located. He also stated a developer can build within the protection zone at certain times of the year, but in this instance it did not affect the property nor is the nest located on the property. At the final subdivision plan approval, the developer will need to provide a letter from the Fish and Wildlife Agency and provide the City with any conditions the Fish and Wildlife Agency imposes on the development. Planning and Zoning Commission Regular Meeting January 10, 2006 Member Keller asked if the Planning and Zoning Commission could actually have this development go back to DCR instead of going forward since there are many issues such as the Bald Eagle, the neighbors trucking business, and drainage problems. He further stated he feels they should really have all these issues decided before they take a vote to move it forward. Member Campbell said he felt the same and that there are too many unanswered questions such as the drainage issue not being resolved and a wall needing to be placed along the northern boundary as noise barrier from the trucks. He further stated he feels there needs to be a little further planning. Member Morris said that regarding the Bald Eagle issue the developer will have to meet State guidelines and requirements. He further stated whatever is legal for their retention pond size and drainage they should do it and if they cannot Chevron can stop them. As far as the noise issue with the trucks, Member Morris feels the residents should have to put up their own fence if the noise is too much for them. Member Morris stated the developer went through DRC and staff without any issues and his experience with the developer is that they are a quality company, he has been involved with them through other developments through the County, and he would recommend approval. Member West said he agrees that there are issues; however, the Bald Eagle is not a big issue because the development of Westyn Bay and Forestbrooks were both permitted by the Fish and Wildlife Agency prior to development. He further stated that he agrees there is currently a drainage problem but he does not believe that it is being caused by the Lakewood Estates property. With the Lake Apopka Rule and the retention pond that the developer is proposing he feels the drainage will get better and further would recommend approval of the project. Member Sills said many people who buy affordable housing might not always be able to just up root and move. His concerns are for the citizens of Ocoee. Member Rhodus said she has been on the board of the Orange County Family Self Sufficiency Program for about six years and it was announced at a function that the Lakewood Estates development was coming to Ocoee. She further stated there was so much excitement for the development because there is a definite need for affordable housing and she would like to see families have it; however, she agrees with some of the concerns regarding muck due to excessive water. 12 Planning and Zoning Commission Regular Meeting January 10, 2006 Vice Chair McKey inquired as to what an affordable housing would cost. Toby Best said the maximum cost would be $156,000, with the home having a minimum of approximately 1300 square feet. Member Keller said he is not against the development going up he is against them doing it right now because he feels it has not been thought through all the way with some of the issues that were brought up. He further stated he feels their responsibility is that when it goes to the City Commission their board had made the best efforts on making sure the property is at its best and he feels they have not done that. City Attorney Storey stated the options before the board are to either approve with or without conditions, or deny. If they deny it would still have to go before City Commission with those conditions of denial. Member Keller asked if they could move to have it go back before staff. City Attorney Storey said they could not have it go back before staff; however, the developer can voluntarily withdrawal or remand it back to DRC, but that is not one of the options for the Planning and Zoning Commission. Member West said they would never get anything to the City Commission if they depend on knowing every answer. He understands the concerns of Member Keller, but he feels it should be recommended to send this project onto the City Commission with their concerns being considered. Community Development Director Wagner stated their concerns are well founded and he feels the best they can do is address all their concerns as conditions to the City Commission; who will either approve them subject to those conditions or address them at final. He further stated there is another Public Hearing regarding this property before the City Commission where all their issues will be numerated again. Community Development Director Wagner said he would recommend they do what they have normally done in the past, which would be to list all their concerns and recommend approval subject to those conditions. Chairman Golden said he feels the drainage issues are valid but feels they are Orange County issues. He further stated even though projects are well engineered it does not mean they will not have drainage problems. He further stated what is before them are preliminary subdivision plans and what he sees is that the developer is looking to contain their water and are meeting the code. Chairman Golden further said he believes a preliminary study was done regarding the Bald Eagle and it was concluded that it would not impact the property and he is sure other studies will be done. He does, however believe a condition should be added for the northern boundary having a wall or some kind of sound barrier. Chairman Golden said there is a need for affordable housing in Ocoee and Orange County and he feels that this is a good location for it. 13 Planning and Zoning Commission Regular Meeting January 10, 2006 the LaKewvoa =WCILVD IJI .. _. _. - _ _ upon approval of the Land Use Plan/Prelimina Subdivision Plan as date stamped received by the City on December 20 2005 subject to the City __- _c Z-- ne„o►„nmont ArrrPement and further subject t� Tract A aga to Ine r► ld, vuuuiv--wr. � reclaim 3) Staff look at re-evaluation of proposed retention pond to a higher capacitycapaoity of a 100- ear level 4 Developer increase the nin►mal front setback to at least 35 feet for lots 13-20 and 50-54 5 Provide additional landsca in for corner lots with the front setback of 15 feet 6 Develo er lace a wall fence or additional landscaping or other form of sound barrier alonq the northern boundary of the pro oerty, for purpose of reducing the amount of nose from the ne►ahbors from the north and 7) Developer to deter nine whether a permit ►s/►s not regu►red _ __-_---.1 1 it rA►atPs to the Eagle and its nest Motion carried unanimously. The Public Hearing was open for the Preliminary Subdivision Plan As no one wished to spePka� the Public (Same 1 t comments and conditions cawas closed for rried over) Preliminary Subdivision Vice Chair McKey, seconded by Member Morris, moved to approve the Prelimina Subdivision Plan for Lakewood Estates based upon approvaLof the Land Use Plan/Preliminary Subdivision Plan as date stamped received by the City on December 20 2005 subject to the City Commis ,ion approval of the Development Agreement and further subject to the waver and the following additional conditions: 1 All stormwater from Wurst Road and ant other internal public roads will drain into Tract A at no cost to the Cit t of Ocoee. An easement to that effect will be rovided on the l- . 2 Developer to add to the Final Subdivision plan when submitted a iumper from potable water to reclaim 3) Staff look at re evaluation of proposed retention pond to a h►gher capacity of a 100 year level 4 Developer increase the minimal front setback to at least 35 feet for lots level, and vel o 5 Provide additional landsca in for corner lots with the front setback of 15 feet 6) Developer place a wall fence or additional landscaping or other form of sound barrier along the northern boundary of the property, for t c ,a,,, „e„rhhnrc frnm the north and 7) 14 Planning and Zoning Commission Regular Meeting January 10, 2006 governmental a encit as it relates to the Eagle and its nest. Motion carried unanimously. MISCELLANEOUS None ADJOURNMENT The meeting adjourned at 9:04 p.m. Attest: APPROVED: Melanie Sibbitt, Records Specialist James Golden, Chairman 15 ITEM NUMBER IV. A PUBLIC HEARING Living Waters Church Special Exception Mayor S. Scott Vandergrift City Manager Robert Frank STAFF REPORT To: Planning & Zoning Commission From: Terry L. James, Principal Planner Through: Russ Wagner, AIC� Community Development Director Date: February 7, 2006 Subject: Living Waters Church Project #: 05-05-SE-006 ISSUE: Commissioners Gary Hood, District 1 Scott Anderson, District 2 Rusty Johnson, District 3 Nancy J. Parker, District 4 Should the Planning & Zoning Commission recommend approval of a Special Exception to allow for Living Waters Church (church use) in Space #14 within the Ocoee Shopping Center (aka. Thrifty Acres Shopping Center)? BACKGROUND: Parcel Identification Number: 18-22-28-0000-00-024 Property: Land area for the entire shopping center parcel is 8.15 acres. General Location: The site of this proposed project located in Space # 14 at the west end of the existing Ocoee Shopping Center. The shopping center under new ownership, and is located on the northwest corner of Ocoee -Apopka Road and Silver Star Road. The new owner is Mike Mansour. Current use proposed use unique features and consistency with the adopted Comprehensive Plan for the subject property: Space # 14 in the shopping center is a vacant storefront. The Applicant proposed a church use in this space. There are no unique features of the property; however, the site has experienced periodic flooding during rain events. The Future Land Use classification for this entire property is "Commercial"; current zoning classification is Community Commercial (C-2). The proposed use as a church use requires the Applicant to submit a special exception application. City of Ocoee - 150 N Lakeshore Drive ■ Ocoee, Florida 34761 phone: (407) 905-3100 - fax: (407) 656-8504 - www.ci.ocoee.fl.us Living Waters Church Page 2 of 3 The current zoning classifications and actual uses of parcels surrounding the subject property: Direction Zoning Classification Actual Use North C-2 Light industrial & warehousing uses East C-2 Auto Tint Shop, Temporary Labor Facility (southeast) South C-2 U.S. Post Office West C-2 Vacant & small retention pond DISCUSSION• According to "Table 5-1: Permitted Use Regulations" contained in the Ocoee LDC, church uses are a special exception in the following zoning classifications: R-1, R-IA, R-IAA, R-IAAA: Single Family Dwelling, R-2: One & Two Family Dwelling, R-3: Multiple Family Dwelling, RT-1: Mobile Home Subdivision, C-1: Neighborhood Commercial, C-2: Community Commercial, and C-3: General Commercial. Special Exceptions are defined in Subsection 2-4.0 (282) of the City of Ocoee Land Development Code as: A special exception is a use that would not be appropriate without restrictions throughout the zoning division or district. However, if controlled as to number, area, location or relation to the neighborhood, would promote the public health, safety, wel are, morals, order, comfort, convenience, appearance, prosperity or general welfare, such uses would be appropriate. (Emphasis added) The Torero Restaurant/Bar has an active liquor license and is located approximately 250 feet east of the proposed church use. The applicant is aware of this bar and its location. According to Ordinance 2003-33, the location of the church within this shopping center will preclude any other bar from locating in the shopping center. In addition, subsection 38.5.1(c) of the ordinance will require additional restrictions for the existing bar such as prohibiting outdoor speakers, allowing outdoor entertainment only by special permit and prohibiting such entertainment during the church services or when the entertainment will interfere with the normal operations of the church. The ordinance also prohibits signs advertising the sale of alcoholic beverages or identifying alcoholic beverage products: • On the exterior of the building; • Located interior of the building within six inches of a window; and • Visible from the outside of the building. With the proposed Conditions of Approval, the proposed church use will not adversely impact the area. Although the new owner is refurbishing the shopping center, additional improvements are also requested in the Conditions of Approval to promote the health, safety, and appearance of the shopping center (See Attachment). Living Waters Church Page 3 of 3 Finally, the Applicant must address the review comments contained in 3`d Staff Review; the Engineering Department review comments may be addressed during the site plan submittal scheduled in the Conditions of Approval. DEVELOPMENT REVIEW COMMITTEE: On February 6, 2006, the Development Review Committee (DRC) met to discuss the Special Exception for Living Waters Church. Pastor Carlos Sarmiento and Ken Artigas, the applicants, were present at the meeting. Mike Mansour, the new shopping center owner, did not attend the meeting. The DRC discussed the issues surrounding the improvements to the shopping center by the new owner and tied the proposed improvement to the approval of the special exception for the applicant. The DRC also discussed the restrictions that would be placed on the existing bar located within 1,000 feet of the proposed church use, and the prohibition of any other bars locating within the shopping center. The DRC recommended the Planning & Zoning Commission recommend approval of the special exception application for Living Waters Church in Space # 14 of the shopping center subject to the "Special Exception Conditions of Approval" and Community Development and Engineering Departments' review comments contained in the 3`d Staff Review dated November 22, 2005 and December 21, 2005, respectively. STAFF RECOMMENDATION: Based on the staff report and the subsequent DRC recommendation for approval, Staff recommends the Planning & Zoning Commission recommend approval the special exception application for Space #14 for the Living Waters Church subject to the attached "Special Exception Conditions of Approval" and the review comments contained in the 3`d Staff Review. Attachments: Location Map Future Land Use Map Zoning Map Picture: Proposed Living Waters Church Location, Space #14 Proposed Special Exception Conditions of Approval Community Development Review Comments, dated November 22, 2005 Engineering Review Comments, dated December 21, 2005 Ordinance 2003-33 Living Waters Church Special Exception Location Map (a CL 0 D. a� a� 0 O it er r e ,-,ntef Of GOod Ocoee Community Development0apa tmeht 177,5 0 176 350 525 Feet Printed: 1-2006 Subject Property J: I-L-FITCfq EMand 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 I inch equals 537.224055 feet FX- I 17587.5 0 175 350 525 Feet IN Is •' Printed: 1-2006 1 Subject Property is Unincorporated Territory Q- and Other Municipaltiles Low Density Residential Medium Density Residential High Density Residential OWN AJ = Commercial Light Industrial Heavy industrial Conservation/Floodplains Recreation and Open Space Public Facilities/institutional Lakes and Water Bodies DRAFT Living Waters Church Special Exception Conditions of Approval 1) The Final Site Plan shall comply with the Special Exception Preliminary Site Plan as approved by the City Commission. 2) This Special Exception shall expire twelve (12) months from the date of approval by the City Commission unless a building permit is obtained prior to such date; such permit being for the construction of the proposedttse authorized by the Special Exception. Further, upon issuance of the buit�<the Applicant (or its agent) shall diligently proceed in good ,faith to rpt ..... oin accordance with the terms hereof. Failure otrpplic t agent to proceed as aforesaid shall provide a basis f0 p. vocatiqqbi't tqii pc l:::Exce Dtion by the City Commission. 3) Approval of this Special Exception does not atEicommencemerYt`f" development. Prior to issuance of a building,pitl:::be necessary to obtain site plan approval pursuant to the provisions of: rticle..Ocoee Land Development Code. Further, compliance with all other`.... U provisions of the Ocoee land Development Code shalt` `tried. P q : . 7) rtr to the approval ;:Final Site Plan for the project, or any portion thereof, Applicant/OwnerffId to apply 1 for and obtain a Final Certificate of '<0. u renc ursuant to : `> ` le IX y pZxte of the Ocoee Land Development Code. ' fti :;the review of ro'e the a >lication/ pp p ct by the City nor the granting of any apex ai ;m connectiox t ' g such review shall be construed to rant the Appliaa}tf1'cer anaittt ement to obtain a Final Certificate of Concurrenc Y with re*§******'*'* ut al aapy''portion of the project or to create any exception from the provisions`ofati of the Ocoee Land Development Code. 8) Within six (6) months of the approval of this Special Exception by the City Commission, the Owner shall provide a boundary survey and an up-to-date site plan with the following site improvements for review: a. Landscaping and irrigation shall be upgraded as follows: File: KOEVELOPMENT REVIEWS\SPECIAL EXCEPTIONS\Living Waters_Special Excertion\Staff Reports\Living Waters Church -Conditions ofApproval_1-24-06.doc Page 1 of 2 DRAFT File: H:\DEVELOPMENT REVIEWS\SPECIAL EXCEPTIONS\Living Waters_Special Exception\Staff Reports\Living Waters Church -Conditions ofApproval_1-24-06.doc Page 2 of 2 r 1--- Mayor S. Scott Vandergrift City Manager Robert Frank STAFF MEMORANDUM To: Carolyn Alexander, Development Review Coordinator From: Terry L. James, Principal Planner Community Development Department Date: November 22, 2005 Commissioners Gary Hood, District 1 Scott Anderson, District 2 Rusty Johnson, District 3 Nancy J. Parker, District 4 Subject: Living Waters Church Special Exception-3rd Review Project #: 05-05-5E-006 I have reviewed the latest submittal dated November 16, 2005, and have one additional comment based on the review comments from the City Attorney. Add to the Conditions of Approval the following: This Special Exception is applicable only to Unit 14 of the Shopping Center as shown on this Site Plan for Special Exception. This Special Exception is not applicable to any other Units in the Shopping Center or any expansion of Unit 14. I have no further comments. City of Ocoee - 150 N Lakeshore Drive - Ocoee, Florida 34761 phone: (407) 905-3100 - fax: (407) 656-8504 - www.ci.ocoee.fl.us Mayor S. Scott Vandergrift City Manager Robert Frank Commissioners Gary Hood, District 1 Scott Anderson, District 2 Rusty Johnson, District 3 Nancy J. Parker, District 4 Living Waters Church — 05-05-SE-006 Special Exception Site Plan — 3`d Staff Review Engineering Department Comments December 21, 2005 The following are the results of your third submittal for the above referenced project. If you have any questions pertaining to the requested information, please contact our office. Engineering Department: 1. It appears that the last boundary survey performed for this property was done in 1984 as shown on S-2, Note 1. Please provide a recent boundary survey for this property. 2. On Sheet S-2, Note 4, please change the "Painted black" into, "red for fire", blue for potable water" and "purple for irrigation." 3. The notes on Sheet S-2 indicating "New curb", "New concrete driveway", "New crosswalk stripping", do not seem to be new anymore with this submittal. Please remove these notes from the drawings. 4. What will be proposed with the Church building? Please explain. 5. Please provide a lighting plan for the parking lot. 6. The drawings are not drawn to scale. Please correct. 7. Please provide a drawing showing all existing and proposed utilities. 8. The name of the owner shown on Sheet 2 of 2 (Fire Protection Plan) does not seem to be correct. Please verify. 9. Please provide Sheet 1 of 2 for the "Fire Protection Plan." Only Sheet 2 of 2 was submitted. 10. The fire protection plan does not appear to be current. It is dated October 12, 1992. Please address. Public Works Department: 1. (Repeat comment) There have been drainage problems and issues with the shopping center over the years. We seriously recommend modification of their existing pond, City of Ocoee • 150 N Lakeshore Drive - Ocoee, Florida 34761 Phone: (407) 905-3100 - Fax: (407) 656-8504 - www.ci.ocoee.fl.us Living Waters Church December 21, 2005 Page 2 of 2 control structure and outfall or addition of a separate pond to partially accommodate the stormwater runoff. City will be constructing a regional pond north of Palm Drive, which can easily accommodate the runoff. The previous owner was considering contribution towards that project. We need to find out if the new owners are as well. At a minimum, the storm water issues must be addressed. Fire Department: l . Fire sprinkler system to comply with NFPA 13. 2. Comply with the 2004 Florida Fire Prevention Code. 3. Fire alarm system to comply with NFPA 72. Utilities Department: An approved reduced pressure zone assembly (r.p.z.) backflow device, is required for the domestic water line and irrigation system. (A.S.S.E. 1013). 2. It will be installed at the point of delivery from the water system. 3. The installer is responsible for testing all devices upon installation, by a certified backflow tester. 4. On the Fire protection system is required to have an approved double detector check valve assembly, with resilient gate valves. 5. It will be installed at the point of delivery from the City of Ocoee water system. The backflow device shall be installed in the horizontal position. 6. A certified backflow tester will test the device. All test reports will given to the City of Ocoee Utility Dept. Engineering Department Alex Z. Nasser, P.E. Staff Engineer ORDINANCE NO. 2003-33 AN ORDINANCE OF THE CITY OF OCOEE, FLORIDA RELATED TO ALCOHOLIC BEVERAGES; AMENDING SECTION 38-2 OF CHAPTER 38 OF THE CODE OF ORDINANCES OF THE CITY OF OCOEE IN ORDER TO PROVIDE FOR SPECIAL EVENTS PERMITS FOR THE CONSUMPTION -AND POSSESSION OF ALCOHOLIC BEVERAGES IN PUBLIC PLACES AND IN ORDER TO ADDRESS THE CONSUMPTION OF ALCOHOLIC BEVERAGES OUTSIDE OF A BUILDING; AMENDING SECTION 38-5 OF THE CHAPTER 38 OF THE CITY CODE TO PROHIBIT PACKAGE LIQUOR STORES WITHIN 1,000 FEET FROM AN ESTABLISHED CHURCH OR SCHOOL; AMENDING SECTION 38-5.1 TO EXEMPT - CERTAIN BUSINESSES FROM THE LOCATIONAL REQUIREMENTS AND ESTABLISHING ADDITIONAL RESTRICTIONS APPLICABLE TO ALL BUSINESSES SELLING OR FURNISHING ALCOHOLIC BEVERAGES WITHIN 1,000 FEET OF AN EST-ABLISHED CHURCH OR SCHOOL; PROVIDING FOR CODIFICATION; PROVIDING FOR SEVERABILITY; PROVIDING AN EFFECTIVE DATE. BE IT ENACTED BY THE CITY COINLMISSION OF THE CITY OF OCOEE, FLORIDA, AS FOLLOWS: SECTION 1. A„thnr;ty. The City Commission of the City of Ocoee has the authority to adopt this Ordinance pursuant to Article VIII of the Constitution of the State of Florida and Chapters 166, Florida Statutes. SECTION 2. Section 38-2 of Chapter 38 of the Code of Ordinances of the City of Ocoee is hereby amended to read as follows (with additions double -underlined and deletions stricken): § 38-2. Prohibited acts. A FxrPTt ac nrnvir�ar3 in C�rtinn ;R 7 R }iPln�x ;t shall be unlawful for any person to drink or have in his possession any unsealed alcoholic beverage in or on public places within the 006.303826.1 corporate limits of the city, except within authorized places of business licensed to sell and dispense such beverages. B. Subject to compliance with atl ap lical�te state laws a Person may drink or have * his p_­­­ beverages in or on public daces wj h;- the corporate ljM t, of the city when a special events perm't has heen jssued by the ity which specifically _permjts such activity Anv sjch activity shall be subject to the terms and condition of anv Such special event perm.t. Any such special events permi shall be W ed in accordance with policies and procedures adopted by re )I —of the city commission. - _ - Until such t' e ac rj,e - - ,,,,,, City r,.;53;,,� � Vlllllll J1V adopts such a_resolution, the isCuan ce ucuerei i events Permits shall be prohibited. O. Effective November 1 2003 the consumption o alcoholic beverages in an area cutcide of a -- --- -�— b1di finer in cvi�;nh \sill- 111 'Y llll.11 a business licensed to sell located or in a Patio area _ - and disnencP alr'nhnjir j,avar�rtac in -_--___-- � ♦VL Gi-4r 1J adjacent o any sus t-- - - 1aL ♦1114r such Place of .business is located js prohibited unless (i) such consumption occurs' within an area that is fenced or otherwise clearly established as an enclosed area. and (jjl such consumption is otherwise permitted by state law SECTION 3. Section 38-5 of Chapter 38 of the Code of Ordinances of the City of Ocoee is hereby amended to read as follows (with additions double -underlined and deletions stricken): § 38-5. Locational requirements. Any place of business in which alcoholic beverages or intoxicating beverages are sold} or__ consumed or otherwise furnished at retail to the public by the glass or drink w4h4&4he ems —and any Place of business which is a located in a free standing store at which alcoholic beverages or intoxicating beverages are sold for off -site con umption (ie a "package liquor t e" shall open directly and immediately upon the street, and no such place of business shall be less than 1,000 feet from an established church or school, which distance shall be measured by following the shortest route of ordinary pedestrian travel along the public thoroughfare from the main entrance of said place of business to the main entrance of the church and, in the case of a school, to the nearest point of the school grounds in use 006.303826.1 -% as part of the school facilities: provided. however that the foregp oingrovisions shall not apply to anv free Standing st re at which a co ollc beverages or intoxicating beverages are old for off -site consumption _which store is established as Qf the date adoption of this ordinance. SECTION 4. Section 38-5.1 of Chapter 38 of the Code of Ordinances is hereby amended to read as follows (with additions double -underlined and deletions stricken): § 38-5.1. Exemptions to locational requirements. [Added 12-1- 1998 by Ord, No. 98-321 &.In order to facilitate and encourage the location of schools and churches within planned unit developments and _ special overlay areas, the City Commission may, following an advertised public hearing, exempt land located within a planned unit development zoning district and/or a special overlay area from the provisions of § 38-5 of the City Code upon a finding that the granting of such exemption will facilitate and encourage the location of schools and churches within the planned unit development and/or special overlay area. In granting any such exemption, the City Commission may impose such conditions of approval as it deems necessary to protect school children and church members from unwarranted exposure to alcoholic and intoxicating beverages. B. The provisions of & 38- shall not ap lv to (1) any restLugantgouipped to serve fitll C U e maple et +�Ule� a.ut �QU1l.J Q11LL deriving at least 51 percent of its Bros revenue from the ale o_f ood and non-alcoholic beverages alany bona fide hotel mote or motor -- court which derives at - -- lead --- 51 narrant of its - vu� v• ll gross revenues from the rental of hotel or motel rooms aud which is licensed as a public lodging establi5h_ment by the 4tate of Rlnrid Division of Hotels and Restaurants• (31 bowling establishments having or more lanes and all necessary eoui pment to operate them: and l41 any bona fide movie theater with 5 or more screens. C. Effective November 1 20011 the fnllnwine estrictions shall be applicable to any place of business in which alcoholic beverages or intoxicating beverages are sold or ftunished at retail to the ublic which lace of busine s is located within 1 000 feet from an established church or School 006,303825.1 -3- Permanent outdoor cnPal{e 5 chap hP „r.,hih't�d 2. Outdoor entertainment sha11 he De1�,itted on1 Issua Ic v e c tv a eci I eve is e it. N uch e it hall be issued with respect to ou door eTtte a' me t w 'c will ta e i2lage during he regular weekdav hn„rc .,f anv such school or durmQ the regular hour when S�,,,,.,,� atzon are scheduled at anv such church nr (,;� �,4— 1 .,,ec 1raai other ti e s may interfere with normal operation- of anv uch drool or c ur . SiQ11S adyerttcina or D mmOtino +bg aIe_ u a coholic beveraaec nr ide tifvinQ aI lic beveza�e products (i) -hall be prohibited on the exter;nr o f and uc a f usmes- 'ii) shall not h Ited oii the inteMY rior of Su9b 12 ace f businecc within -ix inghes nf P window a d al t be visible from the out-ide of the buildina ,n which Such place of business is 1„c to.a SECTION 5. ,Codification. It is the intention of the City Commission of the City that the provisions of this ordinance shall become and be made a part of the Code of Ordinances of the City; and that sections of this ordinance may be renumbered or re -lettered and the word "ordinance" may be changed to "chapter," "section,,, `article," or such other appropriate word or phrase in order to accomplish such intentions; and regardless of whether such inclusion in the code is accomplished, sections of this ordinance may be renumbered or re -lettered and the correction of typographical errors which do not affect the intent maybe authorized by the City Manager, without need of public hearing, by filing a corrected or re - codified copy of same with the City Clerk. SECTION 6. Seve_ rability. If any section, subsection, sentence, clause, phrase, or portion of this Ordinance is for any reason held invalid or unconstitutional by any court of competent jurisdiction, such portion shall be deemed a separate, distinct, and 006,303826.1 _4_ independent provision and such holding shall not affect the validity of the remaining portion hereto. SECTION 7. Effective Date. This Ordinance shall become effective immediately upon passage and adoption. PASSED AND ADOPTED this --L(.p_ day of , 2003. ATTEST: Je# GraftoA, City, (SEAL) FOR USE AND RELIANCE ONLY BY THE CITY OF OCOEE, FLORIDA APPROVED AS TO FORM AND EGALITY this M day of , 2003. FOLEY LARDNER By: a City Attorney APPROVED: CITY OF OCOEE, FLORIDA S. Scott Vandergrif Mayor ADVERTISED �, 2003 READ FIRST T 2003 READ SECOND TIME AND ADOPTED ft'!�RftEl-�4-DAc ,2003 ITEM NO. j 006.303826.1 _,_ MA.RY COSTANTINO, 768 MIDDLE RIVER DRIVE F ERR v FORT LAUDERDALE, FLORIDA 33304 Telephone 954 563-5168 566-4704 - Fax 954 563-5168 mscstantino@comcast.net Fe. 6, 2006 City of Ocoee Planning and Zoning Commission 150 Lakeshore Drive Ocoee, Fl. 34761 Re: Public Hearing # 01-05-SE-007 Dear Commission, I have been a property owner in Ocoee for 23 years and I am very familiar with the location and history of the rental space to be considered for the Special Exception. It is well away from the major intersection, has ample parking and is ideally suited for "Church" use. I support granting the Special Exception The space has been empty for several years and there is no good reason why it should not be granted the requested Special Exception. Sincerely Yours, Mary Costantino ITEM NUMBER IV. B PUBLIC HEARING God's Factory Christian Center Special Exception . _.. ,.r r, _ . Mayor S. Scott Vandergrift City Manager Robert Frank STAFF REPORT To: Planning & Zoning Commission From: Terry L. James, Principal Planner Through: Russ Wagner, AICP a Community Development Director Date: February 6, 2006 Subject: God's Factory Christian Center Project #: 05-05-SE-006 ISSUE: Commissioners Gary Hood, District 1 Scott Anderson, District 2 Rusty Johnson, District 3 Nancy J. Parker, District 4 Should the Planning & Zoning Commission recommend approval of the Special Exception to allow for God's Factory Christian Center (church use) in Space # 10 within the Ocoee Shopping Center (aka. Thrifty Acres Shopping Center)? BACKGROUND: Parcel Identification Number: 18-22-28-0000-00-024 Property Size: Land area for the entire shopping center parcel is 8.15 acres. General Location: The site of this proposed project located in Space # 10 at the west end of the existing Ocoee Shopping Center. The shopping center under new ownership and is located on the northwest corner of Ocoee -Apopka Road and Silver Star Road. The new owner is Mike. Mansour. Current use, proposed use, unique features and consistency with the adopted Comprehensive Plan for the subject property: Space # 10 in the shopping center is a vacant storefront. The Applicant proposed a church use in this space. There are no unique features of the property; however, the site has experienced periodic flooding during rain events. The Future Land Use classification for this entire property is "Commercial"; current zoning classification is Community Commercial (C-2). The current zoning classifications and actual uses of parcels surroundingthe he subject property: City of Ocoee - 150 N Lakeshore Drive ■ Ocoee, Florida 34761 phone: (407) 905-3100 - fax: (407) 656-8504 - www.ci.ocoee.fl.us God's Factory Christian Center Page 2 of 3 Direction Zoning Classification Actual Use North C-2 Light industrial & warehousing uses East C-2 Auto Tint Shop, Temporary Labor Facility (southeast) South C-2 U.S. Post Office West C-2 Vacant & small retention pond DISCUSSION• According to "Table 5-1: Permitted Use Regulations" contained in the Ocoee LDC, church uses are a special exception in the following zoning classifications: R-1, R-lA, R-IAA, R-lAAA: Single Family Dwelling, R-2: One & Two Family Dwelling, R-3: Multiple Family Dwelling, RT-1: Mobile Home Subdivision, C-1: Neighborhood Commercial, C-2: Community Commercial, and C-3: General Commercial. Special Exceptions are defined in Subsection 2-4.0 (282) of the City of Ocoee Land Development Code as: A special exception is a use that would not be appropriate without restrictions throughout the zoning division or district. However, if controlled as to number, area, location or relation to the neighborhood, would promote the public health, safety, welfare, morals, order, comfort, convenience, appearance, prosperity or general welfare, such uses would be appropriate. (Emphasis added) The Torero Restaurant/Bar has an active liquor license and is located approximately 250 feet east of the proposed church use. The applicant is aware of this bar and its location. According to Ordinance 2003-33, the location of the church within this shopping center will preclude any other bar from locating in the shopping center. In addition, subsection 38.5.1(c) of the ordinance will require additional restrictions for the existing bar such as prohibiting outdoor speakers, allowing outdoor entertainment only by special permit and prohibiting such entertainment during the church services or when the entertainment will interfere with the normal operations of the church. The ordinance also prohibits signs advertising the sale of alcoholic beverages or identifying alcoholic beverage products: • On the exterior of the building; • Located interior of the building within six inches of a window; and • Visible from the outside of the building. With the proposed Conditions of Approval, the proposed church use will not adversely impact the area. Although the new owner is refurbishing the shopping center, additional improvements are also requested in the Conditions of Approval to promote the health, safety, and appearance of the shopping center (See Attachment). Finally, the minor review comments contained in the God's Factory Christian Center Page 3 of 3 review comments contained in the 1st Staff review from the City Attorney's Office (dated January 23, 2006) must be addressed by the Applicant. DEVELOPMENT REVIEW COMMITTEE: On February 6, 2006, the Development Review Committee (DRC) met to discuss the Special Exception for God's Factory Christian Center. Pastor Steve Rohr, the applicant, was present at the meeting. Mike Mansour, the new shopping center owner, did not attend the meeting. The DRC discussed the issues surrounding the improvements to the shopping center by the new owner and tied the proposed improvement to the approval of the special exception for the applicant. The DRC also discussed the restrictions that would be placed on the existing bar located within 1,000 feet of the proposed church use, and the prohibition of any other bars locating within the shopping center. The DRC recommended the Planning & Zoning Commission recommend approval of the special exception application for God's Factory Christian Center in Space # 10 of the shopping center subject to the "Special Exception Conditions of Approval" and the review comments contained in the 1 st Staff Review dated January 23, 2006. STAFF RECOMMENDATION: Based on the staff report and the subsequent DRC recommendation for approval, Staff recommends the Planning & Zoning Commission recommend approval of the special exception application for Space #10 for the God's Factory Christian Center subject to the attached "Special Exception Conditions of Approval" and the City Attorney's Office review comments contained in the 1st Staff Review dated January 23, 2006. Attachments: Location Map Future Land Use Map Zoning Map Picture: Proposed God's Factory Location, Space #10 Proposed Special Exception Conditions of Approval City Attorney Review Comments, dated January 26, 2006 Ordinance 2003-33 God's Factory Christian Center Special Exception Location Map ry � CL CL (1) 0 O it er r e t Of Ocoee Community DevelopmentEbpa Imept 1 inch equals 537.224055 feet 17587.5 0 175 350 525 Feet Printed: 1-2006 DSubject Property Unincorporated Territory `EMand Other Municipalties Low Density Residential Medium Density Residential High Density Residential Professional Offices and Services Commercial lqv Light Industrial = Heavy industrial Conservation/Floodplains Recreation and Open Space Public Facilities/institutional Lakes and Water Bodies God's Factory Future Land Use Map I . ... .. ........ God"s Factory Christian Center Surrounding Zoning Map Gf Ocoee Community DevelopmenUbpa ment I inch equals 537.224055 feet 17587,5 0 175 350 525 Feet Printed: 1-2006 Subject Property Unincorporated Territory EM and 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 Facilifies/Institutional Lakes and Water Bodies I U m L\ DRAFT God's Factory Christian Center Special Exception Conditions of Approval 7) rtr to the approvalinal Site Plan for the project, or any portion thereof, a e A licant/Owner "" l�` d to apply for and obtain a Final Certificate of Pp l ducurrenc pursuant t > ti-4:8 IX of the Ocoee Land Development Code. Yp p «< 6 6r;.the review of the : ``>'lication/ ro' ect b the City nor the granting of an PP. p J Y Y g g Y ..... ';'atx. connectiavwl t'such review shall be construed to grant the App Cl ner arWe 1ement to obtain a Final Certificate of Concurrency with resa>:l `'portion of the project or to create any exception from the .................................... ................................... provisions citI of the Ocoee Land Development Code. 8) Within six (6) ni s of the approval of this Special Exception by the City Commission, the Owner shall provide a boundary survey and an up-to-date site plan with the following site improvements for review: a. Landscaping and irrigation shall be upgraded as follows: File: H:\DEVELOPMENT REVIEWS\SPECIAL EXCEPTIONS\God's Factory Church Special Exception\Staff Reports\God's Factory Christian Center -Conditions of Approval I-24-06.doc Page 1 of 2 DRAFT i. Installation of landscape islands along the entrances and at the ends of the parking bays; ii. Placement of large potted plants along the sidewalk entrances to the shopping center spaces; and iii. Installation of upgraded lighting fixtures in accordance with the current Land Development Code. This shall consist of replacing the "cobra head" light fixtures with flat -lensed black shoebox fixtures and the painting of the existing poles black. File: H:\DEVELOPMENT REVIEWS\SPECIAL EXCEPTIONS\cod's Factory Church —Special Exception\Staff Reports\God's Factory Christian Center -Conditions of Approval 1-24-06.doe Page 2 of 2 FOLEY FOLEY & LARDNER LLP ATTORNEYS AT LAW MEMORANDUM CLIENT -MATTER NUMBER 020377-0765 TO: Carolyn Alexander, Development Review Coordinator FROM: Edward A. Storey III, Assistant City Attorney DATE: January 23, 2006 RE: God's Factory Special Exception; Project No. 1-05-SE-007 (First Review) In connection with the above -referenced project, we have reviewed the following documents: 1. Application for Special Exception stamped received by the City of Ocoee on December 19, 2005 (the "Application"); and 2. Site Plan for Special Exception stamped received by the City of Ocoee on December 19, 2005 (the "Site Plan"). Based on our review of the documents noted above and pursuant to the Land Development Code, we have the following comments: 1. City Staff should review the Application in light of the standards for Special Exceptions set forth in Section 4-8 of the Ocoee Land Development Code. 2. Please be advised that a Development Agreement addressing certain improvements to the Shopping Center will be required prior to approval of the Special Exception. 3. City Staff should provide a list of the required improvements so that we can incorporate this list into the Development Agreement. Once this list is provided, a draft of such Development Agreement will be provided under separate cover. 4. Please submit a Title Opinion or Title Certification (the "Title Report") showing the record title holder of the land. Please note that the Title Report must also show all mortgages not satisfied or released of record nor otherwise terminated by law. The Title Report must be certified or addressed to the City of Ocoee and the legal description in the Title Report must match the legal description on the Site Plan. ORLA_397879.1 FOLEY 5. Please note that a Joinder and Consent to the Development Agreement will need to be executed by each mortgagee of the property. 6. Please revise the Site Plan to add the following Condition of Approval ("COA"): The owner of the Shopping Center will submit to the City of Ocoee a revised Site Plan which will provide for certain on -site improvements of the Shopping Center as required by the City Code. 7. Please revise COA #3 to add the following sentence: "Further, compliance with all other applicable provisions of the Ocoee Land Development Code shall be required." 8. Please revise the second line of COA #6 to read "God's Factory Christian Center as shown on this Site Plan for Special Exception". 9. Please add the following COA: This Special Exception is applicable only to Unit 10 of the Shopping Center as shown on this Site Plan for Special Exception. This Special Exception is not applicable to any other Units of the Shopping Center or any expansion of Unit 10. Please do not hesitate to contact me should you have any questions. cc: Paul E. Rosenthal, City Attorney 2 ORLA_397879.1 ORDINANCE NO. 2003-33 AN ORDINANCE OF THE CITY OF OCOEE, FLORIDA RELATED TO ALCOHOLIC BEVERAGES; AMENDING SECTION 38-2 OF CHAPTER 38 OF THE CODE OF ORDINANCES OF THE CITY OF OCOEE IN ORDER TO PROVIDE FOR SPECIAL EVENTS PERMITS FOR THE CONSUMPTION -AND POSSESSION OF ALCOHOLIC BEVERAGES IN PUBLIC PLACES AND IN ORDER TO ADDRESS THE CONSUMPTION OF ALCOHOLIC BEVERAGES OUTSIDE OF A BUILDING; AMENDING SECTION 38-5 OF THE CHAPTER 38 OF THE CITY CODE TO PROHIBIT PACKAGE LIQUOR STORES WITHIN 1,000 FEET FROM AN ESTABLISHED CHURCH OR SCHOOL; AMENDING SECTION 38-5.1 TO EXEMPT CERTAIN BUSINESSES FROM THE LOCATIONAL REQUIREMENTS AND ESTABLISHING ADDITIONAL RESTRICTIONS APPLICABLE TO ALL BUSINESSES SELLING OR FURNISHING ALCOHOLIC BEVERAGES WITHIN 1,000 FEET OF AN EST_BLISHED CHURCH OR SCHOOL; PROVIDING FOR CODIFICATION; PROVIDING FOR SEVERABILITY; PROVIDING AN EFFECTIVE DATE. BE IT ENACTED BY THE CITY COMMISSION OF THE CITY OF OCOEE, FLORIDA, AS FOLLOWS: SECTION 1. Authority. The City Commission of the City of Ocoee has the authority to adopt this Ordinance pursuant to Article VIII of the Constitution of the State of Florida and Chapters 166, Florida Statutes. SECTION 2. Section 38-2 of Chapter 38 of the Code of Ordinances of the City of Ocoee is hereby amended to read as follows (with additions double -underlined and deletions stricken): § 38-2. Prohibited acts. A FxrPTj t ac nrnvir�Pr� in Cartinn=,R 7 R hPln z it shall be unlawful for any person to drink or have in his possession any unsealed alcoholic beverage in or on public places within the 006.303826.1 corporate limits of the city, except within authorized places of business licensed to sell and dispense such beverages. B. Subject to compliance with all apnlicable state laws a person_mav drink or have 'n hi. possession unsealed alcoholic beverages_ in or on public places within the corporate limits of the city when a special events permit ha been issued by the city which specifically permits such activity. Any such activity shall be subject to the terms_ and condj i ne of any such specjal events permit. Any such special events permits shall be issued ' accordance with policies and procedures adopted by resolution o the city commission, Until such_ time as the City nmmia" adopts such a resolution, the i suance of such special events permits shall be prohibited C. Effective November 1. 2003 the consu ption o alcoholic beverages in an area outside nf_ a bmldinv in i-1, }i business licensed to sell and dispense alcoholic beverages is located or in a patio area adjacent to any such building in which such place of -business js located iL-prohibited u less W such consumption occurs -within an area that is fenced or otherwise clearly established as an enclosed area and (ii) such consumption js otherwise permitted by state law. SECTION 3. Section 38-5 of Chapter 38 of the Code of Ordinances of the City of Ocoee is hereby amended to read as follows (with additions double -underlined and deletions stricken): § 38-5. Locational requirements. Any place of business in which alcoholic beverages or intoxicating beverages are sold} or consumed or otherwise furnished at retail to the public by the glass or drink - I*-"-' 'e c-it—and any place of business which i a located in a free tanding store at which alcoholic bev!aages or, intoxicating beverages are sold for off -site consumption Ge a "package l'quor gQLe__"_j shall open directly and immediately upon the street, and no such place of business shall be less than 1,000 feet from an established church or school, which distance shall be measured by following the shortest route of ordinary pedestrian travel along the public thoroughfare from the main entrance of said place of business to the main entrance of the church and, in the case of a school, to the nearest point of the school grounds in use 006.303826.1 -2- as part of the school facilities L2rrovided however that the f regoing Provisions shall not apply to nv free tandina store at which alcoholic beverages or intoxicating beverages _are sold for -site consumption which sto e is established as of the date o adoption of this ordinance. SECTION 4. Section 38-5.1 of Chapter 38 of the Code of Ordinances is hereby amended to read as follows (with additions double -underlined and deletions stricken): § 38-5.1. Exemptions to locational requirements. [Added 12-1- 1998 by Ord, No. 98-321 A. order to facilitate and encourage the location of schools - and churches within planned unit developments and _ special overlay areas, the City Commission may, following an advertised public hearing, exempt land located within a planned unit development zoning district and/or a special overlay area from the provisions of § 38-5 of the City Code upon a finding that the granting of such exemption will facilitate and encourage the location of schools and churches within the planned unit development and/or special overlay area. In granting any such exemption, the City Commission may impose such conditions of approval as it deems necessary to protect school children and church members from unwarranted exposure to alcoholic and intoxicating beverages. 13. The provisions of & 38-5 shall „nt apply to: � uu •r W ( l! any restaurant eouipped to serve full course meals at tables and deriving at leastIl percent of its gross reve ue from the ale o food and non-alcoholic beverages (2) any bona fire hotel mnt-el V L�r or motor court which derives at least 51 percent of its gross revenues from the rental of hotel or motel rooms nd which is licensed as a public lodging establi meat by the State of Florida Division Qf Hotels and Restaurants (31 bowling gzablishments having 12 or more lanes and all neces ry eauigme�onerate them: and 14) any bona fide movie theater with 5 or more screens. C. Effective November onn11 _'L_ -- ---- utt, 1V11V W111 b estrictions shall be applicable to env place of business in which alcoholic_ beverages or intoxicating beverages a e sold or rnished at retail to the ublic which lace of business is i sated within 1 000 feet from an e tablished church or school 006,303826.1 -3- PPennanent out dnnr �n"'verc shall be mh ted 2. Outdoor entert i mPnt shall be �ermittPf� nni., ,,,,,,1 issuance by the city of a necl I events ne,T,;r No hall be is.cuPd with recDect t outdoor uch nPrm,t PnrPrra;n,,,A fake place (Fl durtnQ the "`nt wh ch wiI rPmtlar ,vo ,.ekdav h u s of on r t-- Of a uc s a ch du ed I dun t e l u --A- e u ch e 'ce at v uc ch c r during such of er timPc a tto e e w normal e anon of anv c, sch drool u rch or �_Si�s u t advertiSinQ nF a1c olic heve o nrmm�tinv e e everag Droducts (il haII be_ cre nT lu�ntifvina alrnhnllc, _ , s c �r�hib�ted on_ t_he exterior of anv glace of business �iil h 11 not be located on the i tenor of ace f businec. wi h; six ;nr1,P8 of a wi dow and_ ii a not be vislhle from the nntc'de �f the bu'1dinQ ,n __ ch place of bu me 1� lnratPd SECTION 5. .Codification. It is the intention of the City Commission of the City that the provisions of this ordinance shall become and be made a part of the Code of Ordinances of the City; and that sections of this ordinance may be renumbered or re -lettered and the word ordinance" may be changed to "chapter," "Section," "article," or such other appropriate word or phrase in order to accomplish such intentions; and regardless of whether such inclusion in the code is accomplished, sections of this ordinance may be renumbered or re -lettered and the correction of typographical errors which do not affect the intent maybe authorized by the City Manager, without need of public hearing, by filing a corrected or re - codified copy of same with the City Clerk. SECTION 6. Severabiiity. If any section, subsection, sentence, clause, phrase, or portion of this Ordinance is for any reason held invalid or unconstitutional by any court of competent jurisdiction, such portion shall be deemed a separate, distinct, and 006,303826.1 _4- independent provision and such holding shall not affect the validity of the remaining portion hereto. SECTION 7. Effective Date. This Ordinance shall become effective immediately upon passage and adoption. PASSED AND ADOPTED this �� dayof , 2003. ATTEST: Je# GraftoA, City, (SEAL) FOR USE AND RELIANCE ONLY BY THE CITY OF OCOEE, FLORIDA APPROVED AS TO FORM AND EGALITY this 4 day of. , 2003. FOLErA LARDNER By: City Attorney APPROVED: CITY OF OCOEE, FLORIDA S. Scott Van e� ft, Iviayor ADVERTISED �, 2003 READ FIRST T , 2003 READ SECOND TIEMAND ADOPTED ND1 , 2003 ER AGEA ITEM NO. V 006.303826.1 _� MARY COSTANTINO, 768 MIDDLE RIVER DRIVE FORT LAUDERDALE, FLORIDA 33304 Telephone 954 563-5168 566-4704 Fax 954 563-5168 mscstantino@comcast.net Fe. 6, 2006 City of Ocoee Planning and Zoning Commission 150 Lakeshore Drive Ocoee, F1.34761 Re: Public Hearing # 01-05-5E-007 Dear Commission, F F- � 9 LCC6 I have been a property owner in Ocoee for 23 years and I am very familiar with the location and history of the rental space to be considered for the Special Exception. It is well away from the major intersection, has ample parking and is ideally suited for "Church" use. I support granting the Special Exception The space has been empty for several years and there is no good reason why it should not be granted the requested Special Exception. Sincerely Yours, AV - Mary Costantino ITEM NUMBER IV. C Westridge (aka Meadow Ridge) Final Subdivision Plan Mayor S. Scott Vandergrift City Manager Robert Frank r P,atex of Good L i,_ STAFF REPORT Commissioners Gary Hood, District 1 Scott Anderson, District 2 Rusty Johnson, District 3 Nancy J. Parker, District 4 DATE: February 9, 2006 TO: The Planning and Zoning Commission FROM: J. Antonio Fabre, AICP, Senior Planner �a) �'V'�'v►!��'� THROUGH: Russ Wagner, AICP, Community Development Director SUBJECT: Meadow Ridge (FKA: Westridge) - Final Subdivision Plan Project # LS-2005-011 ISSUE: Should the Planning and Zoning Commission recommend approval of the Final Subdivision Plan for Meadow Ridge? BACKGROUND: The Meadow Ridge subdivision is located at the southeast quadrant of the as interWethe str dg f on Maguire Road and Moore Road. Otherwise known and preliminary approved PUD." This PUD consisted of commercial and residential components. The Meadow Ridge Final Subdivision Plan (FSP) consists of the residential portion of the approved PUD. This residential portion of the property is currently undeveloped and is covered with rows of pine trees and scattered hardwoods. The surrounding land to the north has been developed as Plantation Groves PUD with commercial, multi -family, and single family residential uses; a commercial/high density residential PUD to the west is planned on vacant land in unincorporated Orange County; to the east is a single family residential subdivision and vacant land both of which are in unincorporated Orange County; and to the south is the Windsor Landing single family subdivision, Freedom Park and Thornbrooke Elementary School, zoned R1-AA. The Future Land Use designation for the site is Low Density Residential. The property is zoned Medium Density "PUD" Planned Unit Development which permits development and construction of the proposed land use. Therefore, the requested Code.use is consistent with directives of the Comprehensive Plan and the LandDevelopment The City Commission, on August 17, 2004, reviewed and approved the Preliminary Subdivision Plan for Westridge PUD with the condition that the Preliminary Subdivision Plan be revised to be consistent with the Land Use Plan and the Conditions of Approval as set forth in Ordinance No. 2004-19. Subsequently, the applicable conditions have been met with this Final Subdivision Plan submittal. Meadow Ridge (FKA: Westridge) FSP February 14, 2006 Planning and Zoning Commission Meeting Page 2 DISCUSSION: The Final Subdivision Plan proposes rpa ?I 49.7 residential approximately t f size 60 feet by 105 feet 20foofront acres. The approved PUD requires minimum setback lines. The net residential density is 3.1 units per acre. There is approximately 14.1 acre conservation (wetland) area !h a 1 66r acres including roadways, consr areas. The ervation al site nrea and for buffer subject subdivision is approximately areas. South of the future commercial portion of the PUD is the wetland area that will be preserved for conservation and open space with this FSP. The main entrance into Meadow Ridge subdivision is from Maguire Road which will also facilitate the future access to the commercial portion of the PUD. Additionally, there will be a residence -only entrance from 7th Avenue into the subdivision. The subdivision will be a gated community. Orange County will be providing the water and sewer service while solid waste and reuse water service will be provided by the City. There will be three stormwater retention ponds, with one enhancing the community park that will include a cabana with community meeting room, pool, gazebo, tot lot and open play area. There will b e a 6 to 7-foot brick wall within a 10-foot wide landscape wall easement with appropriate landscaping along the deuollength venue front ng the proposed subdivisionoad, the outh side of the property and along the west s Applicable conditions that have been incorporated into this FSP as part of the PSP approval are: • the brick wall along the southern part of the property to the wetlands; • additional buffering and landscaping adjoining the Commercial and Office site on the south side of the entry road; • the required tile roofs on all homes via a Condition of Approval (# 67); and, • the required developer's monetary contribution towards the construction of 7th Avenue. Additional right-of-way will be dedicated along Maguire and Moore Road for associated turn lanes as previously approved by the PUD. This will be granted by separate instrument. Please note, the required right-of-way for 7 thAvenue has already been granted to the City by the Applicant/Owner. DEVELOPMENT REVIEW COMMITTEE RECOMMENDATION: The proposed Meadow Ridge Final Subdivision Plan was reviewed by the Development Review Committee (DRC) on February 8, 2006. There were a number of issues to be addressed from the Planning Division (see attached comments), the City Attorney (see attached comments) and from the Engineering Department (see attached comments) that were identified verbally and in and the the written staff comments. All of the issues in the staff reports were han es. Some add tional changes to the Plans wescussed developer agreed to make all cgwe e a so agreed upon. Noteworthy issues that were agreed upon: (Planning Comment Number 1) The applicant agreed to an additional 5 feet of right-of- way along Moore Road in order to facilitate relocation of the power transmission lines. This 5-foot together with the required 10-foot wide landscape/wall buffer will provide the necessary area for the relocation. Accordingly, the applicant will request a setback waiver from the rear setback (from 35 feet to 30 feet) requirement. Staff will support this waiver request. Meadow Ridge (FKA: Westridge) FSP February 14, 2006 Planning and Zoning Commission Meeting Page 3 (Planning Comment Number 2) The engineer of record will ensure that measures are taken to prevent any potential overflow from the wetland into Thornebrooke Avenue. This would be done by providing an additional 1-foot of freeboard elevation along Thornebrooke Avenue within the public right-of-way. (Planning Comment Number 3) The developer/owner has agreed to do the actual construction of 7th Avenue at the City's cost; however, the developer had already committed $160,000 toward this project and will contribute $100, 000 in additional funds to assist the City with this public roadway improvement. Accordingly, an amendment to the existing development agreement will be forthcoming to the City Commission for their formal review and approval. When the discussion was finished, the DRC voted to recommend approval of the Final Subdivision Plan, subject to the developer making changes to the Plans as specified in the Staff Comments before the City Commission meeting. STAFF RECOMMENDATION: Based on the recommendation of the DRC, Staff respectfully recommends that the Planning and Zoning Commission recommend approval of the Final Subdivision Plan for Meadow Ridge, as date stamped received by the itt January on 13, 209 ' subject to incorporating of the Staff comments into the plans prior to y Co Attachments: Location Map; Memorandum from the Planning Division dated February 2, 2006; Memorandum from the City Attorney's Office dated February 7, 2006; Memorandum from Engineering Department dated February 8, 2006; Meadow Ridge Final Subdivision Plan date stamped January 13, 2006. Meadow Ridge Location Map i r_ Qr)RFR.q(,)N RD MOOT E RD Mayor S. Scott Vandergrift City Manager Robert Frank MEMORANDUM TO: Carolyn Alexander, Development Review Coordinator FROM: J. Antonio Fabre, AICP, Senior Planned(9b DATE: February 2, 2006� RE: Meadow Ridge (FKA: Westridge) — 3rd Staff Review Final Subdivision Plan Commissioners Gary Hood, District 1 Scott Anderson, District 2 Rusty Johnson, District 3 Nancy J. Parker, District 4 These comments list the concerns of the Planning Division related to the current plan submittal date -stamped on January 13, 2006. However, it is possible that when changes are made to the drawings in response to these comments, that additional comments may be generated after further review of the revised plans. [Repeat Comment] There are two sets of existing overhead power lines running along Moore Road. The City requires power lines to be buried underground to service new developments. This requirement was promulgated to help ensure that aesthetically - pleasing developments are created. One of the existing overhead power lines appears to be an essential power conduit and, therefore, exempt from this requirement. The other power line appears to be capable of being relocated or placed underground. Therefore, the applicant shall contact the Power Company to see about the possibilities of relocating the lines underground or to co -locate with the existing major power lines. - The staff has consulted with the power utilities providers about possibilities of co -locating transmission lines and power poles realignment for this project. The Power Company expressed willingness to cooperate with the City and the Meadow Ridge developers in order to accomplish this goal. Accordingly, the Power Company has requested a 15 feet wide easement along Moore Road in order to facilitate proper transmission line placements. - The developer needs to consult with the Power Company on this issue before any public hearing meetings take place and show the proposed 15 feet electrical utility easement on the plans. Meadow Ridge FSP (FKA: Westridge) Carolyn Alexander, Development Review Coordinator Page 2 of 2 2. [Repeat Comment] On sheet 5 of 29, the Normal Water Level is indicated at elevation 121. It appears that the actual elevation is closer to 123. This could have significant impact on your stormwater design; therefore, please verify that this elevation is correct. - It appears based upon the calculated 100-Year Flood Elevation that there is a possibility for the wetland could stage -up and overflow into Thornebrooke Drive. What measures can be taken (such as raising the berm along this road) to prevent this from happening. 3. [Repeat Comment] it is staff understanding that the developer has agreed to construct 7t' Avenue, at the City's expense, during the time of FSP construction. The City will require a cost estimates to proceed with monies allocation and formal City approval. Therefore, please provide the information as requested. - The City is still looking for an estimated construction cost/proposal from the Applicant in order for the City to authorize construction of the 7 thStreet improvements. Please respond to the comment as requested. 4. [Repeat Comment] The building pads on lots 61, 63, 74, 115, 116, 119 and 120 appear to encroach on the building restriction lines. Please review and revise the building pads accordingly. - All of these encroachments are still apparent on sheet 8 of 29. Please review and revise the building pads accordingly. 5. Add Tract G-1 to the ownership and maintenance matrix. 6. Please provide conceptual elevations for the proposed cabana structure. Actual building plans may be submitted separately. 7. Staff recommends revising the column spacing to be between 25-35 feet O.C. in order to be consistent with other City approved subdivision walls. 8. In general, ensure that the Landscape & Hardscape Plans are consistent with the Site Plan. • The residence only entrance on the landscape plans needs revising to be consistent with the Site Plan. The wall and landscape easement dedication along the southern portion of the site •are inconsistent. The serpentine wall design along Moore Road and 7th Avenue has been removed •from the Site Plan. However, on the Hardscape Plans the subdivision wall still shows this design. Therefore, review and revise the Hardscape Plan appropriately. • On the landscape plan, delete the 25-foot landscape restriction lines on the commercial portion of the PUD. Additionally, delete the rough grading on the landscape plans for commercial portion of the PUD. :FOLEY FOLEY & LARDNER LLP ATTORNEYS AT LAW MEMORANDUM CLIENT -MATTER NUMBER 020377-0745 TO: Carolyn Alexander, Development Review Coordinator FROM: Nicholas N. Palmer, Assistant City Attorney DATE: February 7, 2006 RE: Meadow Ridge (fka Westridge) PUD Final Subdivision Plan Project No. LS-2005-011 (Third Review) In connection with the above -referenced project, we have reviewed the following documents: 1. Response letter from Donald W. McIntosh Associates, Inc. dated January 13, 2006 and stamped received by the City of Ocoee on January 13, 2006 (the "Response Letter"); 2. Transmittal/response letter from Glatting Jackson Kercher Angllin Lopez Rinehart dated January 12, 2006 and stamped received by the City of Ocoee on January 13, 2006; 3. Sketch of Description prepared by Donald W. McIntosh Associates, Inc. under Job No. 25044.0045 dated January 9, 2006 and stamped received by the City of Ocoee on January 13, 2006 (the "Sketch of Description"); 4. Meadowridge Benchmark location map stamped received by the City of Ocoee on January 13, 2006; 5. Meadow Ridge PUD (FKA Westridge PUD) Master Stormwater Calculations, Revised January 4, 2006 and stamped received by the City of Ocoee on January 13, 2006; and 6. Final Subdivision Plans for Meadow Ridge (fka Westridge) prepared by Donald W. McIntosh Associates, Inc. and stamped received by the City of Ocoee on January 13, 2006 (the "Plan"). FOLEY & LARDNER LLP ORLA 400569.1 FOLEY This memorandum supersedes our previous memoranda dated August 17, 2005 and November 28, 2005. Based upon our review of the documents noted above and pursuant to the Land Development Code, we have the following comments: 1. [Repeat Comment] It is our understanding that the City and Developer have contemplated including the 71h Avenue Improvements as part of this project. In the event such Improvements are included, please be advised that the terms of such arrangement will need to be incorporated into an amendment to the Development Agreement. City Staff should advise as to the terms of such arrangement when they are finalized. 2. City Staff should confirm that the Sketch of Description related to property identified as Tract M on the Preliminary Subdivision Plan is acceptable. 3. Please be advised that the Tract Ownership and Maintenance Chart on Sheet 4A of the Plan must account for each tract depicted on Sheet 3 of the Plan. We note that Tract G-1 is depicted on Sheet 3 of the Plan but not referenced on the Tract Ownership and Maintenance Chart. Please revise the Tract Ownership and Maintenance Chart to account for Tract G-1. 4. Please be advised that the tract uses, as identified on the Tract Ownership and Maintenance Chart on Sheet 4A of the Plan must be consistent with the uses identified on Sheet 3 of the Plan. We note that the Tract Ownership and Maintenance Chart indicates that Tracts B, C & D are "Stormwater, Open Space and Recreation" tracts. Sheet 3 of the Plan does not indicate that these tracts are intended for recreation. Please clarify the function of these tracts and ensure that they are referred to consistently throughout the Plan. 5. [Revised Comment] Tract H is located within the future Commercial Property and will not be platted along with the residential property. Nonetheless, this Tract will still need be conveyed to the Property Owners Association at the time of platting. Accordingly, please provide a legal description and sketch of description for this tract with your next submittal. A legal description and sketch of description for Tract H was not provided with the last submittal. 6. Response to City Attorney Comment No. 16 located on Sheets 8-9 of the Response Letter indicates that the developer may obtain a Temporary Construction Easement from a property owner other than Orange County. Please provide an update as to acquisition of such easement. 7. Please be advised that Condition of Approval No. 1 on Sheet 4A of the Plan, Condition of Approval No. 1 on Exhibit `B" of that certain Second Amendment to Developer Agreement, recorded in O.R. Book 7826, Pg. 3809, Public Records of Orange County (the "Second Amendment"), and Sheet 29A of the Plan (the "Survey") are inconsistent as to the area listed for the residential portion of the property that is subject to the Plan. Please be advised that the Second Amendment, the Plan and the Survey must be consistent with respect to area listed. Please revise the Plan and Survey so that they are consistent with the Second Amendment. If the Second Amendment is incorrect, please explain. 2 FOLEY & LARDNER LLP ATTORNEYS AT LAW ORLA_400569.1 FOLEY 8. [Repeat Comment] Please revise the Cover Sheet of the Plan to correct the spelling of Maguire Roberson LLC located under the heading "Owner." 9. Please revise the boundary line for the property on Sheet 9 of the Plan to exclude the "Future Commercial" portion of the property. 10. Please delete the words "proposed" and "prop." from throughout the Plan. 11. Please revise the title provided on Sheet 18A of the Plan to read "Maguire Road Striping" so that it is consistent with the Sheet Index on the Cover Sheet of the Plan. Please do not hesitate to contact me should you have any questions. cc: Paul E. Rosenthal, City Attorney FOLEY & LARDNER LLP ATTORNEYS AT LAW ORLA_400569.1 Mayor S. Scott Vandergrift City Manager Robert Frank Commissioners Gary Hood, District 1 Scott Anderson, District 2 Rusty Johnson, District 3 Nancy J. Parker, District 4 Meadow Ridge (fka Westridge PUD) — Final Subdivision Plan Large Scale Site Plan — 3rd Staff Review Engineering Department Comments February 8, 2006 The following are the results of your third submittal for the above referenced project. If you have any questions pertaining to the requested information, please contact our office. (Repeat Comment) On Material Specifications (Paving and Drainage), Sheet 2 of 29, Notes 01 and 04, please use latest edition instead of 2002. (Modified) Change the roadway sections to reflect the equivalent pavement specification to match the latest edition i.e. FC- 9.5. 2. (Repeat Modified Comment) Please revise plans to include Stormwater Pollution Prevention Plan to include the following: 1. Site Area Disturbed: (acres) 2. Site Location: Section, Township, and Range 3. Location: Address. Site Plan Drainage Patterns (flow lines) 2. Slopes 3. Area Disturbed/ Areas Not Disturbed 4. Location and Details of BMPS (Structural controls such as (but not limited to) silt fences or turbidity barriers, non-structural controls such as (but not limited to) alum systems or polyacrylamide. 5. Location of wetlands and surface waters. 6. Location (latitude and Longitude) of outfall(s) to surface water. 7. BMP detail drawings. 8. Description of construction activities. 9. Construction Sequence. 10. Soil Types. 11. Dewatering Methods and Locations. 12. BMP's : Description. 13. Permanent Stabilization: Description. 14. Permanent Stormwater Management Control: Description. 15. Potential Pollutants During Construction. City of Ocoee • 150 N Lakeshore Drive • Ocoee, Florida 34761 Phone: (407) 905-3100 • Fax: (407) 656-8504 • www.ci.ocoee.fl.us Meadow Ridge (fka Westridge PUD) February 8, 2006 Page 2 of 5 16. Inspections: 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. (Modified) All erosion control details and notes are to be included in the SWPPP sheets of the plans. This includes the details shown on the grading and drainage detail sheet which pertains to erosion control. 3. (Repeat Comment) It appears that the spacing of inlets exceeds 300 feet in a couple of locations. Inlets I-37A and I37B needs to be moved upstream to be located on the property line of lots 95 and 32, respectively. Show drainage basin divides on the streets. No more than 300 feet of storm water sheet flow on pavement will be allowed. (Modified) Add an inlet between lots 74 and 75, currently there is approx. 400 feet of storm water sheet flow on the pavement to inlet I-55. 4. (Repeat Comment) It appears that live oak trees are planted over or adjacent to utility lines. Please note that no hard wood trees may be planted over or adjacent to utility lines. Only sod or soft wood shrubs may be planted adjacent to utility lines. (Modified) Any tree planted within 10' of the reuse line shall be planted with a root barrier system. Please add note and accompanying details. 5. (Repeat Comment) Please extend the reuse line across Maguire Road to the other side. Also, relocate the reuse gate valves from the turn lane to the right-of-way. (Modified) The gate valves are still located within the turn lane. 6. Relocate any details pertaining to signing and pavement marking to the signing and marking sheets within the plans. 7. 4. Please add the following note to the plans: As -Built Information As -Built drawings will be required with the following information: A) Sanitary Sewer 1. Top elevation of each manhole frame and cover. 2. Invert of each line entering and leaving each manhole/structure. 3. Length of each run of main between manholes (center to center). 4. Actual grade of pipe between manholes. 5. Locate all service wyes from downstream manhole with depth at lot line and distance from the main line. 6. Locate with measurements from permanent visible objects all fittings/accessories not visible from the surface (minimum two point ties). B) Storm Drainage 1. Top elevation of each manhole frame and cover/grate as well as all other structures (headwalls, control structures, etc.). Meadow Ridge (fka Westridge PUD) February 8, 2006 Page 3 of 5 2. Invert elevation of each line entering and leaving each structure, including underdrain pipes. 3. Inverts of all mitered end sections. 4. Actual grade of pipe between the structures. 5. Invert elevation and two horizontal ties from permanent visible objects to all storm stub -outs. C) Water and Reuse System and Force Mains 1. Actual lengths of pipe between branches and valves in the run. 2. Locate with measurements from permanent visible objects all fittings/accessories not visible from the surface (minimum two point ties). 3. List the depths of the lines at all valves, fittings and fire hydrants. 8. A note indicating that densities at utility and storm structures (inlet/manholes within roadway to 3' in back of curb) shall be 98% within pavement areas, and a density of 95% for structures outside paved areas per AASHTO-180 (modified) is required. 9. Change the notes within the Water and Reclaim Distribution Section of Sheet 2 to specify reclaimed water lines less than 4 inches shall be polytubing. 10. Revise Condition of Approval 20 to state that the finish floor elevations will be set a minimum of 2 ft. above the calculated post -development elevation generated by the 100- year/24-hour design storm. 11. In the Ownership, Operation & Maintenance of Tracts & Easements table on sheet 4A, change Tract K to be maintained by only Ocoee. Tract M is listed in the table but not shown on the plans. Change the 5' utility easement on lots 132 and 133 to be owner/grantee and maintenance of City of Ocoee. 12. The 6" reuse along Street B connecting the 8" reuse connection to Moore Road and the 8" reuse main on Boulevard A needs to be changed to 8". The remainder of the reuse main throughout the subdivision can remain 6". 13. Sheet 10 of 29 indicated the 8" reuse main will be placed outside of the right -of way on the east side of the lift station. If this is the case an easement will need to be provided. 14. The placement of the 18" storm pipe along the front of lot 140 doesn't allow for maintenance. Add a manhole to the storm pipe to give enough space between the pipe and the right-of-way to allow for the width of the pipe plus a 1:1 slope laid back to the surface in order to facilitate access to the pipe. A similar situation arises with the 42" storm pipe in front of lot 54, provide a 5' easement behind the right-of-way on lot 54 to provide access to the pipe. Meadow Ridge (fka Westridge PUD) February 8, 2006 Page 4 of 5 15. The lighting plan from Progress Energy is to be submitted to the City of Ocoee for review upon completion. This is to ensure that the entrances to the subdivision has been sufficiently lit extending all the way to the City Street connection. 16. Sheet 10 of 29 indicated the 8" reuse main will be placed outside of the right -of way on the east side of the lift station. If this is the case an easement will need to be provided. 17. Please provide average velocities within the stormwater pipes within your stormwater hydraulics to ensure velocities are above the City required 2.5fts minimum and below the maximum 10fps. 18. Provide letter from Orange County Utilities Department acknowledging the placement of Live Oak trees adjacent to Utilities. Public Works Department Comments 1. Does the common areas have dumpster and dumpster enclosure? 2. City will be servicing this subdivision for solid waste. In general, the intersection critical radii (when turning left from one road onto another) seems to be designed for passenger cars. Garbage trucks may run over the nose of the medians and cause damage (example is Street E, sheet 17 of 29 and 17B of 29). Please examine this matter and respond. 3. Sheet 18 of 29, please ensure that the nose of the median does not intrude into the pedestrian crosswalk. A 2' offset from the crosswalk is recommended. 4. Sheet 18 of 29, for Maguire Road, the pavement structure does not include a 1" friction course. Need to match the existing structure for Maguire Road. 5. Sheet 18 of 29, "yellow" stripe does not go in the taper. Should be white. 6. Need to place 2 through arrows in the newly created northbound through lane on the south side of the intersection. It could be mistaken for a left turn lane. 7. Call out the "keep right" sign in the median. 8. Provide street id signs for the intersection with the city streets meeting city standards. 9. Provide additional "left turn" arrows for the southbound left turn lane onto Thornebrooke. Fire Department Comments Meadow Ridge (fka Westridge PUD) February 8, 2006 Page 5 of 5 1. On all vehicular gates install an Opticom device and a Knox Key Secure system for emergency vehicle access. 2. All spacing for fire hydrants shall be no further than 500 feet apart. PEC Stormwater Comments (Repeat Comment) The peak flood stages associated with the wetland system are greater in post -development conditions than under pre -development conditions. Since the stage is greater, easements may be required from the adjacent property owner since additional land is being occupied during peak flood stages. (Modified Comment) It appears that the same stage/area relationship for the wetland system was utilized in the pre- and post - development ICPR Analysis. Please revise since the areas associated with elevations 124 and 125 will be reduced due to the proposed site improvements. Then, demonstrate that the post -development 100-year flood stage does not impact Thronebrooke Drive or Maguire Road. 2. (Repeat Comment) Please flood route the 100-year/24-hour storm event under pre - development conditions in order to establish the peak stage for the wetland system. Then, plot the limits of the 100-year floodplain and demonstrate that there are no impacts to the floodplain or that compensating storage is being provided outside the proposed stormwater ponds. (Modified Comment) The post -development floodplain limits are subject to change based on the previous comments. Engineering Department Ryan P. Howard, E.I. Staff Engineer <;n CD A� W E U 0 C O U Cd i .O c U U--_ Q 0 CO U O Ch 9 06 a) a cz U U Cd is i' w w LLJ Q U al LLJ CMill Z >cn � Ln O W ❑ T _ 0 CV0D CO O 'C `- Z CV m M0°' 0 ti n 0 � QL- = Z Lo W � U --- z w Q co w Z� inU QLu T J C .— OHUU CL "z H U C � LU LPA 22 1 2,ja H IPG o� Z Z U� F�-,�'ir•� n5�w� cog a�5 3 ono b Mimi I m I Q I CO LU zz� x s w 5Q s w fx �s a Cn Z cc QI Z O E Fy w F za5(� Z a n Z J Ezir A 1 0 m a a �ZW m OR 41"" I 9 OR N oZ _ ¢OUvi CO OLL w ?o� m� a V C7 0o zpZO p 9 oct O-F= z 0 cc Z co �W0� OOgoa w U Z U��ti z �" z~�� F-w zC-)Le IN fill 0000MMR- Plum Pla Iwo aI 5 1, g $ q $ rya S I., §i � Vi a is W VolIt 11 . 11 lip 1040,0 oa Iql m A 1 1 Km ~ O jig 1 tj Q. lw� I I m1g, 1§2 j I i I z, Ila Apo d m 0� �~ € u O �6 � �a� � � m � kip �� �$ _ OHM, X, I M I i I Z LL, a1 LL ! ism 1y a 8 o f Iq 04 w�'� o3 $ Yjig 4 Z fix a �� o K ALL$ LL 9 l�S g a r $ $ Ll .t T�$�$ A Fi [� d A d A F ie N A O i d r e5 0f Si C d d 3 91 A G 9 0 Q h i� O $ 51 o � o 3 jai gis«IYY $ r UO o>s i OR 23~ $ w� LU lit a o 6n 51 Z $$ $ w�� i � 2 o o z w tog w4 49 191 11 w Will 11 w$ ip 41 wl 4$ 141 HI 9, w1 x F Wz LP E" C) n tQ, ANa ¢ s o�= B 0 A ol CL 20 mop, gu,- m I LLLW�� I U m�QI U�oOw z 0 Nti LPA LLI ��4k8 ISS8 C) 0 li 5 4 1 3, cc 0: z C) cb ik u gia wd D L L VM -.f M VN Z,X Z. /SS Ov (M 9 -- - --------- ----- ---- 1-19-- cIVOSONWt�M ------------------ ....... i A L - - - - - - - - - - - - - 1AS3 3dVOSONV-1 9Z ...................... : .......................... ...........................• I IL N Lin -It-LC N o I N N o LLJ a z C4 so El cr) 91 � q LLI z d z w OLWff 9 Ro I Pod 01 s La LL o cl� CN QO L 00 :� 3e-3 QO 00 � I Ico w l a, 0 Q0 a I (D rl- Ln II cs 0 Lo — (7) CN 00 I I 00 00 00 � � � �� �L� J� L�I LJcli 1 0I I 00 Q0 Ln Ln Lj Ln Ln Ln Ln Ln Ln Ln Ln Z� a uen LPA 0 N wild ON"H§1 Min U- I LU ----------- w C) 30: :50 U- IL a: MAI I I I I I I I ) . . . . ...... LPA 0 N eQA MWIJ LL W a ain!Dew 2 in z s z a 0 �0} Q W ¢Q 2 a- W CO Cn Q LPNt ONE o� LPA I Q 0 �tN III y "' � 3 Z � s i5 O a a � cb M c a o LL w O A 4 i „4 Ig wig . fit �111as 11111'11111i1'�i� �!":I'''1'I''''''''''''''IM1l1111111 �!Jill 1 111 .f 0 N bold�aVChpW,� �, s LL. I �Qj W o 0cr s 0 z a Wrr WW a F g 6 HI 181,151 S ME o 0 e 9 � 9k rT'.. ••�...u. `iiliiiR............... Ell II �� '•................ ............ oil � o o o n 'M ❑ 9 Z ON � W O i U I o � 14 a J Y �n a�x o 1313 13 13 13 t!1 „c 'N o co O Icb m I a a Oh IJNgi •f R. 3 W C7 z H � a r0r� � N 3 Z a .IPA ��k� V F'1 19 emn d� C4 O=O LL 1 w _I �� Ph h 10 91 x1 99 0 I I L "4:= "0'1 Y w } E. U 1 m goo 3 1i�1� Qyg� `-#9_ e U Ifl, �D LLWQYY 0 E-1 �00 Fp�V� N mad1u.4 0 " p is; 0: w 0 U.1 Oi o ug w 09 8u. a-= A At, ........... ... If ........... In fZ .......... ....... ...... ........... .... y� I-V 711Z il Ln il g 1 Nrry /SS ov -nvm - — — — — — — — — — — — — — --- V) LLI n <1 C) U)i z itnl C,4 II II II — — — — — — — — — — — — — 1NS3 3dVOSONVI SZ 0 7-t : \ C) ■ cb ■ CO m :3 (1) a) 0) Co co) :3 CO ■ cis E:E CO 0 ■ a a) ■ C;) 6 -6 LL ■a) ■ = t5 CD 'W c Z CD c (D Q- ■ 0 E ca3 0 4- (a (1) CO) 0) c 0 r_ 4- 4- c di T A5 Co 0 zCD c ct, co 4- 4- ♦ .............. .....................................• • C:) ■ ■ (D ■ NMI ....... . ...... ui 0 0 M: z o O L C-L Q0 Ln Hv 00 r-- QO Ln Ln Ln Lj Ln Ln -t jL Ln LO Ln tt ..................... ....... . ..... k? ............. . .... . .. 00 0-) 0 NCN CN .Van, o CN N C o ro ... ........ 7 T ........... ........ ... - I. ........................... ............ ".VM "'R Nlk}i" '0 . .... .*R3 o R-� 0 01 U� tM.F I Ip �' i /� '„� 1 A C n Rljjj�� PAr �m —9 no (N Ur L; U, 'Liz (D sp C11 i5 Cf) On z N JiQr� R P u z O ti s � � �: LPA I z 8 8 R CO gn go Ro LL M LL Wco i < -ii..._. I . ..... . ................... ..... .. CN 0 Q0 Ln .... .... .... ............ . ....... -- --c. I LO I v I I Qo CD Qo Fl- 00 l m 0 LO Qo of F- Ln 00 ui co rI-) N I 0 00 co co 00 .. ................... ................. . ..... .. 0 Iw Ln IN co fl- co Ln Ln Ln LO Iw N Ln Ln toLO Ln . . . . . . . . .... .......... . .. ... .... ... co 0 N -t Ln (N ci I CN o co co LO I .. ... .... . . .... . ............. W zLPA ENa 4; Fir.' il TL SU tL 1 W J � I - 1�C14i 1 I I LO I� IN I ro N t- O m I N Lj I Ln (D r-- co N a I N N N N N o I I I _ .._.. ---■---- ..._.....__.-.._....._..._............................................_'_..__.__... .................................... - - ........ ,. .,, N i�M1S ;'Sti ahYiY'� 0 4tn k ' C I` j Qo n `. 00 00 (�(\ r ii Q Z 0 0 0 6 M 8 d. LLI O g � i co 11 00 0) rl- Qo O Ln V1 ■ G .Yw ! fj ] ;t •.�'� V i�'.-1 . � � ... ,;-�,.2i i .�;j,�-,; ?Y"+� �'"' �� rr r . Y ti �' A'`•n'` � .tee h 3 >f L. .,..............................•• 000 O LU o� j m CL U O Q O ZiZ OO F= IL rl) (L O Q —i i LLJ Lpj LO O N �`C",Tn U 0 w G�7 ti R°a LL I w I 0 I U m I Q LU 0 co 00 Jill LJ In m W, C.) �,aeoa "81 �VN t: _ - _- - - 00 N r \ r N . . ........ .......... . .... Lzvj- i Ch z O h 3 C) N z U ua �25Lp owd c�tis mlla; 1 2 LL a LL LU s � w Ln 0- 33 :lie _ }..... .. ........- .. .. ............ ................ ......... ... .................. ...... ........... . n -,. 0 __off I r�� E� 0 s o�= UA so Z � � Z LLJ Cb cc LL w 0 U m Q N W �F gig Zoo a NW jig Q01 g a1�51 Z> 0 @Lg d115 w 4 3; 8 o 50 n = G AinNa, s o LP N y" � z �UULPA�ae� ° Qa JW Zit VLL a�2 chi a tC LL z z z r. z z z z♦> s.. z r z r .. r z R 111 N1 To %r _% % _.• m Y d �• m � � � S) i- - r % � E 3C � �L` 3�` � k M B m 4i X 5 x� L sp a,i.6a,t&-&t 1p d u y� aF� IL = 1p -� g 0.rb _ N' +�N rq Ita J w 6I m � .0 .c m n � m ... � v � � n FI M .o F1 °� � m `� l0 m .•. � fv �' � � � a d $,' � 4 (� � g'i � � m N Q) La. { �� �q 9� ZJ Z m� m 'vE Omc� Vl �QcQ � � >070't.,� 'pt�� w m � Q�� +, � owe--6�m0 .`p rp- �p0 u >67 a �0 E m aT�N w c) m9-'°��'� O``mw O B7� _ m m m 1.3 w`'gs 91 c :3-1 `" m —r`9a a ,3 u a' Q [Lj €OQ) E 67m mC1 �O �c�O�N di Q) ,Q U mu a Ail 1-3trys 9) Q Vol `yc°'O c� )i4 m O-�pUc 07 0�91mi� a.Q-` c Qm FZl >F- ''Ow.9° �Tmm�p �« m ' �n� AEO�p� �p � u° �.p � � 7-p°p�� O 3 D7�0-O m E�` 9) � � E .6 E O �.QI p�-6 �L U O U O ° 9).�S U 9) wQ m 9f O •E m 9) IL d) LL' U'E csma QO .+Up, �> U�€ �wO�—mpa °B m0 u QJ c� �3 O E07 Q1— v N� Q � 0`N 5� Z U c�u�t m O [17 6 6m O mZ�p'i O—ti� «t Olm� �� �m O .-,� i 07c ���" �p pc gip) �i�mZ Q�Q ��c iL6 3 Q w ,pU _mp mmwE _mc 'np�ff m�� m �� QN LL M V �O W LL 91LLcm QJ-6 -69J'6 �O Dy �OUE�.t.E Q9)9 N'p Q9 N07� m u d ui ,, a — N CIA Q 0 2 � �q 67� O > 3!p ffi r3 6Q -EV 6 A m c ° �u�'0 OQ,mc Qa9) cc 1—0S37 LL N �6) �m Ep07 a,OOS 0 Q ��� —°gym O m . -Z 6a�009 aLQrS 07 0- U Op �-OE O. � T. � 91 0p1' � � E Z€s 22 Q vT!8 — �Nm O° -° S Q3 _ __ Wiz' mom° �� o"' 8— �p] 5 ��� 'p '(� 6% m W O-C 9)-°.+ EQ p�7g70 J ZVWA � >U�c,O u9 ca UQ`�0p2�w2 LZ SILU S)Lc 4tQ °c W po� i���cm �T Z6 16- ELI m J q a m V �67 UpE Q)Q =aiE ca U _ 3 LL Zvi 9)�� U4=m E07� 'O mm �pE —�mC E X ��ca 33t dl t EN O_-6 020 � 9 � � —_m07c_ °O c�07 Q U 0 g, 6•- 9)c0 0 •p°_ �m 3�c13 9)m Q7( 0+' � � c �6 � �0)0n •3 cA � 07TE ip m 9) ai E 3 O O U W O q 5 ��� ai Q _'�U� LU W 'gym d COS p6 � Qm�a� OO�m-at 07� Z F`-�f0 c1S0� Q J n d m N d m u Q z a ITEM NUMBER IV. D Wesmere Property Final Subdivision Plan . _- -4r r- _ _ , Mayor S. Scott Vandergrift City Manager Robert Frank STAFF REPORT DATE: February 7, 2006 Commissioners Gary Hood, District 1 Scott Anderson, District 2 Rusty Johnson, District 3 Nancy J. Parker, District 4 TO: The Planning and Zoning Commission FROM: Catherine Armstrong, Planning Manager6&t THROUGH: Russ Wagner, AICP, Community Development Director Z SUBJECT: Wesmere Property Final Subdivision Plan Project # LS-2004-020 ISSUE: Should the Planning & Zoning Commission recommend approval of the Final Subdivision Plan for the Wesmere Property? BACKGROUND: The Wesmere Property site is located on the east side of Maguire Road, north of Cross Creek subdivision and south of the Florida Turnpike. The subject property comprises multiple tracts, totaling 100.23 acres. The property is zoned Multiple -Family Dwelling (R-3) and General Commercial (C-3) and is designated as High Density Residential and Commercial on the Future Land Use Map (FLUM). Lot 3 of the Wesmere Property Final Subdivision Plan is proposed to be fee -simple townhomes and will be considered by the Planning and Zoning Commission at the February 14, 2006, hearing under item LS-2004-010, Villages of Wesmere. The site is undeveloped and covered with pine trees. To the north of the subject property is the Florida Turnpike with associated right-of-way. To the west is Maguire Road with associated right-of-way. On the west side of Maguire Road is the Brookstone residential subdivision, zoned R-1A and designated as Low Density Residential on the FLUM. Also to the west is the Wesmere at Ocoee residential subdivision, zoned R-1AAA and designated as Low Density Residential on the FLUM. South of the subject property is Cross Creek, a residential subdivision, zoned Low Density PUD and designated as Low Density Residential on the FLUM. To the east of the subject property is the Florida Turnpike with associated right- of-way and properties located within unincorporated Orange County. DISCUSSION: The Wesmere Property Preliminary Subdivision Plan is proposed to be developed with three (3) lots and nine (9) tracts. Lot 1 is proposed to be commercial and contains 14.10 acres; Lot The Planning and Zoning Commission Wesmere Property FSP Page 2 of 2 2 is proposed as a future elementary school site and contains 13.50 acres; and Lot 3 is proposed as residential townhomes (Villages of Wesmere) and contains 49.41 acres. The nine tracts include a lift station, a master wet detention pond covering 16.99 acres, buffers and future right-of-way for the extension of Tomyn Boulevard east of Maguire Road. Access into the subject site will be provided from the east side of Maguire Road and the north and south side of the Tomyn Boulevard extension. Because this property, aside from Lot 1, is vested from concurrency, a traffic study was submitted by the applicant analyzing only operational improvements. Improvements identified were a northbound right turn lane on Maguire Road at Tomyn Boulevard and turn -lane improvements to the intersection of Maguire Road and Tomyn Boulevard including mast arm installation to add a traffic signal for west bound traffic on Tomyn Boulevard. Ten (10) feet will be conveyed to the City at the time of platting to accommodate the right turn/deceleration lane by the Wesmere Property master developer. In addition, the proposed extension of Tomyn Boulevard will be constructed prior to or concurrent with the townhome development (Lot 3) by the Wesmere Property master developer. At the time of site plan submittal for Lot 1, an additional traffic study will need to be submitted to identify any improvements necessary to offset the impacts of the commercial development, both from a concurrency standpoint as well as operational issues. DEVELOPMENT REVIEW COMMITTEE RECOMMENDATION: The Development Review Committee (DRC) met on February 6, 2006 and reviewed the Final Subdivision Plan. Staff discussed with the applicant a few outstanding comments from the Planning Division, the Engineering Department and the City Attorney. The DRC voted unanimously to recommend approval of the Final Subdivision Plan, subject to the developer making changes to the plans based on staff comments prior to the City Commission meeting. STAFF RECOMMENDATION: Based on the recommendation of the DRC, Staff respectfully recommends that the Planning and Zoning Commission recommend approval of the Final Subdivision Plan for Wesmere Property, as date stamped received by the City on January 26, 2006, subject to the developer making changes to the plans based on the attached staff comments prior to the City Commission meeting. Attachments: Location Map FLU Map Zoning Map Final Subdivision Plan date -stamped January 26, 2006 Staff comments: 1. Planning Division, dated February 3, 2006 2. Engineering Department, dated February 2,2006 3. Foley and Lardner, dated February 3, 2006 ��- .� ., •��. ,. �..a.,w "'a.. a . a t s . <. � i s .e' .r � �. � b � * # i + �. f a" • W • • i d � • # i • i * i # • # i l i i * i • *. � � i � ie �`� �� ..xw � �� i • y - • * i ) � 1 ■ • • # i � � �. � � � 4 � � # 4 4 tl.. � i • • M f i • M # � � • { ® i * is # 9. t l � �. •.. • �.. i i �, � i i d i s d # � � � � • # # i i M i • •.. � i` S � i i # i i i • • # � � � d • i9 Y �� --- -471, _ Mayor S. Scott Vandergri.ft. City Mana er Robert Frank MEMORANDUM TO: Carolyn Alexander, Development Review Coordinator FROM: Catherine Armstrong, Planning Manager DATE: February 3, 2006 SUBJECT: Wesmere Property FSP 4th Staff Review Commissioners Gary 1-food, :District 1. Scott; Anderson., District; 2 Rasty Johnson, District 3 Nancy J. Parker, District 4 These comments list the concerns of the Community Development Department related to the current application submittal. However, it is possible that when changes are made to the drawings in response to these comments, that additional comments may be generated after further review of the revised application. The following staff comments are in response to the submittal dated January 27, 2006 from Madden Engineering. A. General Comments [Modified Repeat Comment] Please provide a schematic layout for master lighting to ensure adequate lighting at Maguire Road, entry into Lot 1 (commercial) and all entrances to the residential. Provide cut sheets on the poles and light fixtures to demonstrate compliance with the existing lighting along Maguire Road (black decorative hat box fixtures with flat lens and 30' bronze aggregate poles). The engineer indicated that Progress Energy will be submitting this under separate cover. This is needed ASAP. 8 % x 11 cut sheets to be scanned into a full size sheet in the plan set and must indicate the height of the pole to be 30 feet and that the color of the poles, if supplied by Progress Energy, are to be bronze aggregate concrete. If supplied by another company, they must be black metal. The `hat box' cut sheets must indicate that the fixtures will be painted black and contain a flat lens. Wesmere Property —Master Development — Final Subdivision Plan Large Scale Site Plan — 4th Staff Review Engineering Department Comments February 2, 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. 1. (Repeat Comment) In the Preliminary Subsurface Soil and Groundwater Level Investigation prepared by Yovaish Engineering Sciences, Inc., the section referring to the Normal Seasonal High Groundwater Levels states the following: "In consideration of the significant amount of regarding anticipated together with the planned retention areas and the drainage wells to be abandoned, we recommend that the groundwater levels be further evaluated once development plans and preliminary site grading plans are available". Please provide documentation from Yovaish stating the groundwater levels have been further evaluated and what the normal seasonal high groundwater level is. The City of Ocoee reserves the right to make further comments on the stormwater system as well as site grading once this information is obtained. 2. (Repeat Comment) The plans and hydraulic calculations call out for Type 6 and 7 inlets. The City of Ocoee allows only Type 1, 2, 3, 4, and 8 inlets. (Modified) Sheet PP-3 and PP- 4 still indicate type 6 inlets. 3. (Repeat Comment) Show all utilities and drainage shaded back on all planting plans. No trees shall be located within 10' of any utilities. (Modified) Pipes are still not shown on planting plans. 4. Within the Storm Inlet & Pipe Hydraulic Analysis Inlet Report, Inlet D-65 and D-68 are still labeled as Combination USF 5129 instead of Type 2 inlets and the corresponding spread requirements for those inlets are not met. Also in the Pipe Report of this analysis, pipe P-87 and P-96 do not meet the minimum average velocity requirement of 2.5 ft/s. 5. A signed and sealed boundary survey must be included in the plan set. 6. The Pipe information listed in hydraulics and listed on PP-1 for the pipe between structures D-67 and D-68 do not match. 7. Change the note on sheet PP-2 to indicate manholes from MH#8 to lift station are to be wrapped with Wrapid Seal Encapsulation System or similar product not with filter fabric. On sheet OFPP-1, structure D-73 should be a type P-5 inlet. City of Ocoee - 150 N Lakeshore Drive - Ocoee, Florida 34761 Phone: (407) 905-3100 - Fax: (407) 656-8504 - www.ci.ocoeeffus Wesmere Property February 2, 2006 Page 2 of 3 9. The detail for curb inlets type 1 & 2 needs to be added to the drainage details sheet. 10. Change the name of the PVC pipe locating wire detail on sheet WD-1 to ALL Pipe Locating Wire Detail. 11. In the Details of Proposed Signal Heads on sheet TS-1, remove turning movement 6 from the single head. 12. Oaks trees to be placed no closer than 10 feet from the water line along Tomyn Boulevard at the 6' PVC fence. 13. Center the 8" reuse watermain located between the school site and the townhome site between the extents of the easement and the existing 16" watermain. 14. The reuse stub out located at the water treatment plant should be relocated to the west leg of the reuse main near the water treatment plant. 15. The common area on the north side of Tomyn Blvd. must be an individual tract so at the time of platting it will be owned and maintained by the HOA. 16. Include reference to SSOCOF and F.S. 556 in the second paragraph of the Project Specifications notes on sheet SPC-1. 17. The property across Maguire Road is no longer unplatted, please correct on all corresponding sheets. 18. The plans indicate a 6" forcemain is proposed from the on site lift station to the existing forcemain along Maguire Road, however your lift station report indicates an 8" forcemain is required. 19. Change the sections of Tomyn Road and Maguire Road to call out minimum 2 '/2" FDOT type. S-2 Asph. Conc. With minimum 1" FC-9.5. 20. Add a note to the Irrigation Plans stating that all irrigation pipes, fittings, heads, etc will be purple in color. The last 12 inches of the irrigation riser will be painted black. Public Works Department Comments Wesmere Property February 2, 2006 Page 3 of 3 1. Sheet 10 of 39, delete the "through -left" pavement marking. Instead add a sign "through traffic keep right 2. Sheet 14 of 39, check "Type S-3" asphalt.... typically not used for structural course. Use S- 1 or S-2. 3. Sheet 22 of 39, city logo has changed. Please show new logo for the internally illuminated sign. 4. Sheet 22 of 39, under proposed signal head details, is there a new "movement 6" head being added? Also, the 6x40 Type F loops should not extend into the pedestrian cross walks and should only extend 5' ahead of stop bar. Engineering Department Ryan P. Howard, E.I. Staff Engineer :FOLEY TO: Carolyn Alexander, Planning Department FROM: Edward A. Storey, Assistant City Attorney FOLEY & LARDNER LLP ATTORNEYS AT LAW MEMORANDUM CLIENT -MATTER NUMBER 020377-0731 DATE: February 3, 2006 RE: Wesmere Property Final Subdivision Plan; Project No. LS-2005-006 (Fourth Round Comments) In connection with the above -referenced project, we have reviewed the following documents: 1. Response letter from Miller Legg dated January 27, 2006 and stamped received by the City of Ocoee on January 27, 2006 (the "Response Letter"); and 2. Final Subdivision Plan for Wesmere Property stamped received by the City of Ocoee on November 17, 2005 (the "Plan"). This memorandum supersedes our previous memoranda dated June 16, 2005, October 6, 2005, and November 29, 2005. Based on our review of the documents noted above and pursuant to the Land Development Code, we have the following comments: 1. We note that the Owner information provided on the Cover Sheet of the Plan has been revised. The Response Letter indicates that a revised Application will be forwarded to the City in the future which is consistent with the Owner information provide on the Plan. Please be advised that we reserve the right to make additional comments relating to the Plan and Application based upon our review of the revised Application. 2. We note that Condition of Approval ("COA") #15 has been revised to specifically address the overhead wires located along Maguire Road. Please be advised that the City still requires the Plan to include the original COA relating to on -site utilities. Accordingly, please revise Sheet ABR-1 (Sheet 5) of the Plan to include the following COA: All utilities including electrical, cable, and telephone and including on —site existing overhead wires shall be placed underground. FOLEY & LARDNER LLP ORLA 401368.1 FOLEY 3. Please delete COA #44 located on Sheet ABR-1 (Sheet 5) and Note #8 located on Sheet MSP-1 (Sheet 5) relating to Tract 9. 4. COA # 48 located on Sheet ABR-1 (Sheet 5) and Note #10 located on Sheet MSP-1 (Sheet 5) incorrectly reference Lot 2 as the "Commercial Lot." Please revise these notes to replace "Lot 2" with "Lot l ." Please do not hesitate to contact me should you have any questions. cc: Paul E. Rosenthal, Esq., City Attorney 2 FOLEY & LARDNER LLP ATTORNEYS AT LAW ORLA 401368.1 APPENDIX: WARRANT ANALYSIS Form 750-020-01 TRAFFIC ENGINEERING - 07/99 TRAFFIC SIGNAL WARRANT SUMMARY Page 1of6 City: Ocoee Engineer: Jared Ulmer County: Orange Date: June 21, 2005 Major Street: Maguire Road Lanes: 4 Critical Approach Speed: 45 Minor Street: Wesmere Parkway Lanes: 2 Volume Level Criteria 1. Is the critical speed of major street traffic > 70 km/h (40 mph) ? ❑x Yes ❑ No 2. Is the intersection in a built-up area of isolated community of <10,000 population? ❑ Yes ❑x No If Question 1 or 2 above is answered "Yes", then use "70%" volume level IXI 70% ❑ 100% WARRANT 1 - EIGHT -HOUR VEHICULAR VOLUME Applicable: 0 Yes ❑ No Warrant 1 is satisfied if Condition A or Condition B is "100%" satisfied. Satisfied: ❑ Yes ❑x No Warrant is also satisfied if both Condition A and Condition B are "80%" satisfied. Condition A - Minimum Vehicular Volume 70% Satisfied: ❑ Yes ❑X No 80% Satisfied: ❑ Yes IZI No Eight Highest Hours Minimum Requirements (volumes in veh/hr) (80% Shown in Brackets) E E m m o 0 CO Cl) i6 t� E E m m 0 0 M M ao E E m m 0 o M M ao ai m a 0 0 M In - a E 0 a CO 0 M - . E E a a 0 0 CO cM 66 v E E a a 0 0 CO rM v 6 E E a. a 0 0 M CO 6 6 Approach Lanes 1 2 or more Volume Level 100% 70% 100% 70% Both Approaches 0 350 600 420 1,471 2,001 1,819 1,839 1,869 2,243 2,338 2,306 on Major Street 0) (480) Highest Approach E(40 105 200 14090 137 76 50 58 51 52 50 on Minor Street 0) (160) RCUUIU O Illyllusl Iluurs a1lu line UVffU,1lUIIUllly vulullles. III UuAvz) pruviuvu. t.iUIIUIIIUII Is IUU70 scluslleu II IIIC minimum volumes are met for eight hours. Condition is 80% satisfied if parenthetical volumes are met for eight hours. Condition B - Interruption of Continuous Traffic Condition B is intended for application where the traffic volume is so heavy that traffic on the minor street suffers excessive delay. Applicable: ❑x Yes ❑ No Excessive Delay: ❑x Yes ❑ No 70% Satisfied: ❑ Yes 0 No 80% Satisfied: ❑ Yes ❑x No Eight Highest Hours Minimum Requirements (volumes in veh/hr) (80% Shown in Brackets) E E m m o o M M i6 r` E E m m 0 0 M M r do E E m ca 0 o M M 60 of cca o 0 M M - s E 0 a M o Mr? E E a a 0 0 (? M v E E fl. a 0 0 (Mr? v iri E E la. n 0 0 M M lci W Approach Lanes 1 2 or more Volume Level 100% 70% 100% 70% Both Approaches 750 525 900 630 1,471 2,001 1,819 1,839 1,869 2,243 2,338 2,306 on Major Street (600) (720) Highest Approach 75 53 100 70 90 137 76 50 58 51 52 50 on Minor Street (60) (80) r-wUUIU O nlynesr rluurs anU llle GUrrespurlumy VUIUrrivs irl uuxes pruviuuu. uurlumun Is I UU7o sarlsrleu IT me minimum volumes are met for eight hours. Condition is 80% satisfied if parenthetical volumes are met for eight hours. Source: Revised from NCHRP Report 457 Form 750-020-01 TRAFFIC ENGINEERING - 07/99 TRAFFIC SIGNAL WARRANT SUMMARY Page 3of6 City: Ocoee Engineer: Jared Ulmer County: Orange Date: June 21, 2006 Major Street: Maguire Road Lanes: 4 Critical Approach Speed: 45 Minor Street: Wesmere Parkway Lanes: 2 Volume Level Criteria 1. Is the critical speed of major street traffic > 70 km/h (40 mph) ? H] Yes ❑ No 2. Is the intersection in a built-up area of isolated community of <10,000 population? ❑ Yes El No If Question 1 or 2 above is answered "Yes", then use "70%" volume level x❑ 70% ❑ 100% WARRANT 2 - FOUR-HOUR VEHICULAR VOLUME Applicable: I] Yes ❑ No If all four points lie above the appropriate line, then the warrant is satisfied. Satisfied: ❑ Yes ❑x No Four Volumes Highest Major Minor Hours Street Street 6:30am 1,471 90 7:30am 7:30am 2,001 137 8:30am 8:30am 1,819 76 9:30am 12:30pm 1,869 58 1:30pm Source: Revised from NCHRP Report 457 Plot four volume combinations on the applicable figure below. — FIGURE 4C-1: Criteria for "100%" Volume Level 600 IL = 500 F U W 0 LLI i 400 to a K Q i f 300 rC 0 > 200 2 100 0 300 400 500 600 700 800 900 1000 1100 1200 1300 1400 MAJOR STREET - TOTAL OF BOTH APPROACHES -VPH Note: 115 vph applies as the lower threshold volume for a minor street approach with two or more lanes and 80 vph applies as the lower threshold volume threshold for a minor street approach with one lane. 400 x IL x 300 WQ W O W 0:I a N a- 200 0:w O UJ z_ �2 J > 100 U' 2 0 FIGURE 4C-2: Criteria for "70%" Volume Level (Community Less than 10,000 population or above 70 km/hr (40 mph) on Major Street) OR MORE LANES & 2 OR MORE LANES 2 OR MORE LANES & 1 1 LANE & 1 Ill. 1 200 300 400 500 600 700 800 900 100 MAJOR STREET - TOTAL OF BOTH APPROACHES -VPH ' Note: 80 vph applies as the lower threshold volume for a minor street approach with two or more lanes and 60 vph applies as the lower threshold volume threshold for a minor street approach with one lane. TRAFFIC SIGNAL WARRANT SUMMARY City: Ocoee Engineer: County: Orange Date: June 21, 2006 Major Street: Maguire Road Lanes: 4 Critical Approach Speed: 45 Minor Street: Wesmere Parkway Lanes: 2 Form 750-020-01 TRAFFIC ENGINEERING - 07/99 Page 4 of 6 Jared Ulmer Volume Level Criteria 1. Is the critical speed of major street traffic > 70 km/h (40 mph) ? p Yes ❑ No 2. Is the intersection in a built-up area of isolated community of <10,000 population? ❑ Yes El No If Question 1 or 2 above is answered "Yes", then use 70%" volume level p 70% ❑ 100% WARRANT 3 - PEAK HOUR Applicable: I] Yes ❑ No If all three criteria are fullfilled or the plotted point lies above the appropriate line, Satisfied: p Yes ❑ No then the warrant is satisfed. Plot volume combination on the applicable figure below. Unusual condition justifying use of warrant: 600 FIGURE 4C-3: Criteria for "100%" Volume Level Record hour when criteria are fulfilled and the corresponding delay or volume in boxes provided. eak Hour Criteria 1. Delay on Minor Approach *(vehicle -hours) Approach Lanes 1 2 Delay Criteria* 4.0 5.0 Delay* 0.5 Fulfilled?: ❑ Yes ❑x No 2. Volume on Minor Approach *(vehicles per hour) Approach Lanes 1 2 Volume Criteria* 100 150 Volume* 137 Fulfilled?: ❑x Yes ❑ No 3. Total Entering Volume *(vehicles per hour) No. of Approaches 3 4 Volume Criteria* 650 800 Volume* 2,001 Fulfilled?: ❑x Yes ❑ No Source: Revised from NCHRP Report 457 = 500 a x a W 400 W O Q. F a y a 300 O W Z p 200 x 2 = 100 2 OR MORE LANES &'.2 OR MORE 2OR MORE LANES,& 1 LANE i 1LANE&1LANE •1so 100 0 400 500 600 700 800 900 1000 1100 1200 1300 1400 1500 1600 1700 1800 MAJOR STREET - TOTAL OF BOTH APPROACHES -VPH `Note: 150 vph applies as the lower threshold volume for a minor street approach with two or more lanes and 100 vph applies as the lower threshold volume threshold for a minor street approach with one lane. FIGURE 4C-4: Criteria for "70%" Volume Level (Community Less than 10,000 population or above 70 km/hr (40 mph) on Major Street) 500 a 400 x W Q W 300 a N G 0 W z 200 � J > x 100 2 OR MORE LANES & 2 OR MORE LANES 2 OR MORE LANES & 1 LANE 1 LANE & 1 LANE', •I •100 '75 0 1 1 1 1 1 1 I I I I 300 400 500 600 700 800 900 1000 1100 1200 1300 MAJOR STREET - TOTAL OF BOTH APPROACHES -VPH Note: 100 vph applies as the lower threshold volume for a minor street approach with two or more lanes and 75 vph applies as the lower threshold volume threshold for a minor street approach with one lane. Form 750-020-01 TRAFFIC ENGINEERING - 07/99 TRAFFIC SIGNAL WARRANT SUMMARY Page 5of6 City: Ocoee Engineer: Jared Ulmer County: Orange Date: June 21, 2005 Major Street: Maguire Road Lanes: 4 Critical Approach Speed: 45 Minor Street: Wesmere Parkway Lanes: 2 WARRANT 4 - PEDESTRIAN VOLUME Applicable: ❑x Yes ❑ No Record hours where criteria are fulfilled and the corresponding volume or gap Satisfied: ❑ Yes ❑x No frequency in the boxes provided. The warrant is satisfied if condition 1 or 2 is fulfilled and condition 3 is fulfilled. Pedestrian Pedestrian Fulfilled? Criteria Hour Volume Gaps Yes No 1. Pedestrian volume crossing the major street is 11:30am-12:30 m 3 100 ped/hr or more for each of any four hours ❑x 12:30pm-1:30pm 1 3:30pm-4:30pm 4 and there are less than 60 gaps per hour in the major street traffic stream of adequate length. 4:30pm-5:30pm 3 2. Pedestrian volume crossing the major street is 190 ped/hr or more for any one hour and there 3:30pm-4:30pm 4 ❑O are less than 60 gaps per hour in the major street traffic stream of adequate length. 3. The nearest traffic signal along the major street is located more than 90 m (300 ft) away, or the nearest signal is within 90 m (300 ft) but the proposed traffic signal will not restrict the progressive movement of traffic. WARRANT 5 - SCHOOL CROSSING Record hours where criteria are fulfilled and the corresponding volume or gap frequency in the boxes provided. The warrant is satisfied if all three of the criteria are fulfilled. Applicable: ❑ Yes x❑ No Satisfied: ❑ Yes ❑ No Criteria Fulfilled? I Yes I No 1. There are a minimum of 20 students crossing the major street during the highest crossing hour. Students: Hour: 2. There are fewer adequate gaps in the major street traffic stream during the period when the children are using the crossing than the number of minutes in the same period. Minutes: Gaps: 3. The nearest traffic signal along the major street is located more than 90 m (300 ft) away, or the nearest signal is within 90 m (300 ft) but the proposed traffic signal will not restrict the progressive movement of traffic. WARRANT 6 - COORDINATED SIGNAL SYSTEM Indicate if the criteria are fulfilled in the boxes provided. The warrant is satisfied if either criterion is fulfilled. This warrant should not be applied when the resulting signal spacing would be less than 300 m (1,000 ft). Applicable: ❑ Yes ❑x No Satisfied: ❑ Yes ❑ No Criteria Fulfilled? I Yes No 1. On a one-way street or a street that has traffic predominately in one direction, the adjacent signals are so far apart that they do not provide the necessary degree of vehicle platooning. 2. On a two-way street, adjacent signals do not provide the necessary degree of platooning, and the proposed and adjacent signals will collectively provide a progressive operation. Source: Revised from NCHRP Report 457 TRAFFIC SIGNAL WARRANT SUMMARY City: Ocoee Engineer: County: Orange Date: June 21, 2005 Major Street: Maguire Road Lanes: 4 Critical Approach Speed: 45 Minor Street: Wesmere Parkway Lanes: 2 Form 750-020-01 TRAFFIC ENGINEERING - 07/99 Page 6 of 6 Jared Ulmer WARRANT 7 - CRASH EXPERIENCE Applicable: 0 Yes ❑ No Record hours where criteria are fulfilled, the corresponding volume, and other Satisfied: ❑ Yes ❑x No information in the boxes provided. The warrant is satisfied if all three of the criteria are fulfilled. Criteria Hour Volume Met? Fulfilled? Yes No Yes No 1. One of the warrants to the right is met. Warrant 1, Condition A (80% satisfied) x Warrant 1, Condition B (80% satisfied) ❑x Warrant 4, Pedestrian Volume at 80% of volume requirements: 80 ped/hr for four (4) hours or 152 ped/hr for one (1) hour 2. Adequate trial of other remedial measure has failed to reduce crash frequency. Measure tried: none ❑x 3. Five or more reported crashes, of types susceptible to correction by signal, have occurred within a 12-mo. period. Number of crashes per 12 months: 6 O WARRANT 8 - ROADWAY NETWORK Applicable: ❑ Yes 0 No Record hours where criteria are fulfilled, and the corresponding volume or other Satisfied: ❑ Yes ❑ No information in the boxes provided. The warrant is satisfied if at least one of the criteria is fulfilled and if all intersecting routes have one or more of the characteristics listed. Met? Fulfilled? Criteria I Yes I No Yes I No 1. Both of a. Total entering volume of at least 1,000 veh/hr Entering Volume: the criteria during a typical weekday peak hour. b. Five-year projected volumes that satisfy Warrant: 1 1 2 3 to the right are met. one or more of Warrants 1, 2, or 3. Satisfied?: 2. Total entering volume at least 1,000 veh/hr for each of any 5 hrs F Hour of a non -normal business day (Sat. or Sun.) Volume Characteristics of Major Routes Met? Fulfilled? I Yes I No Yes I No 1. Part of the street or highway system that serves as the principal roadway network for through traffic flow. Major Street: Minor Street: 2. Rural or suburban highway outside of, entering, or traversing a city. Major Street: Minor Street: 3. Appears as a major route on an official plan. Major Street: Minor Street: CONCLUSIONS Warrants Satisfied: I 1 13 Remarks: 8-hour and 4-hour warrants are only partially met. Peak -hour warrant is met. Pedestrian warrant is not met. Crash warrant is only partially met based on the number of crashes but is not met based on volume and because remedial measures have not been attempted. The other warrants are not applicable. Source: Revised from NCHRP Report 457 ITEM NUMBER IV. E Wesmere Townhomes Final Subdivision Plan Mayor S. Scott Vandergrift City Manager Robert Frank STAFF REPORT DATE: February 7, 2006 Commissioners Gary Hood, District 1 Scott Anderson, District 2 Rusty Johnson, District 3 Nancy J. Parker, District 4 TO: The Planning and Zoning Commission Catherine Armstrong, Planning Manager ' L FROM: Cathe 9 w/ THROUGH: Russ Wagner, AICP, Community Development Director SUBJECT: The Villages of Wesmere Final Subdivision Plan Project # LS-2004-010 ISSUE: Should the Planning & Zoning Commission recommend approval of the Final Subdivision Plan for the Villages of Wesmere? BACKGROUND: The Villages of Wesmere is located on Lot 3 of the Wesmere Property. More specifically, the property is located on the east side of Maguire Road, north of Cross Creek subdivision and south of the Tomyn Boulevard extension. The subject property comprises 369 fee -simple townhome lots on a tract totaling 49.48 acres. The property is zoned Multiple -Family Dwelling (R-3) and is designated as High Density Residential on the Future Land Use Map (FLUM). The site is undeveloped and covered with planted pine trees. To the north of the subject property is right-of-way associated with the Tomyn Boulevard extension. North of the right-of- way is the proposed Lot 1, Wesmere Property, zoned General Commercial (C-3) and designated as Commercial on the FLUM. To the west is Maguire Road with associated right- of-way. On the west side of Maguire Road is the Brookstone residential subdivision, zoned R- 1A and designated as Low Density Residential on the FLUM. Also to the west is the Wesmere at Ocoee residential subdivision, zoned R-1AAA and designated as Low Density Residential on the FLUM. South of the subject property is Cross Creek, a residential subdivision, zoned Low Density PUD and designated as Low Density Residential on the FLUM. To the east of the subject property is the proposed Tract 2 of the overall Wesmere Property subdivision containing a 16.99 acre master wet detention pond and the proposed Lot 2/Tract 9 of the overall Wesmere Property subdivision containing a future elementary school and wetlands of Lake Bonnet. The Planning and Zoning Commission The Village of Wesmere FSP Page 2 of 4 DISCUSSION: The Villages of Wesmere Final Subdivision Plan is proposed to be developed with twelve (12) tracts, including the 369 fee -simple townhome lots. Because the Future Land Use designation of the property is High Density Residential, the maximum density allowable is 16 dwelling units per acre. Based on 49.48 acres, the potential maximum number of units allowable on the subject property is 791.68. The applicant is only proposing to develop 369 townhome lots, which is 7.46 dwelling units per acre and is well under the maximum density. Access into the subject site will be provided from the east side of Maguire Road, across from Wesmere Parkway and on the south side of the Tomyn Boulevard extension. The proposed extension will be constructed prior to or concurrent with the townhome development by the Wesmere Property master developer. Because this property is vested from concurrency, a traffic study was submitted by the applicant analyzing only operational improvements. Improvements identified were a northbound right turn lane on Maguire Road at Tomyn Boulevard and turn lane improvements to the intersection of Maguire Road and Tomyn Boulevard including mast arm installation to add a traffic signal for westbound traffic on Tomyn Boulevard. Ten (10) feet will be conveyed to the City at the time of platting to accommodate the right turn/deceleration lane by the Wesmere Property master developer. The townhomes are proposed to be a mix of twenty (20) foot and thirty (30) foot wide units with one and two story products. Each unit will have a two -car garage with an additional space provided in the driveway. Visitor parking is provided throughout the project. All units will have clay tile roofs and brick paver driveways. During the Preliminary Subdivision Plan public hearing, the City Commission added an additional Condition of Approval that the townhome roofs will be constructed with tile or a tile -like product unless the developer demonstrates to the City that there is a supply issue preventing that type of roofing product. This condition has been incorporated into the Conditions of Approval for the Final Subdivision Plan as # 69 on Sheet 3. Recreational facilities proposed include a clubhouse, swimming pool, tot lot, volleyball/tennis/basketball court and a multi -purpose field. The development is proposed to be a gated community with decorative black aluminum swing gates. A six (6) foot high tan vinyl fence, installed by the developer, is proposed along the southern boundary of the subject property, adjacent to the Cross Creek subdivision. In addition, a 15' preserved tree buffer is proposed between the fence and the townhome units. This is provided in accordance with the Land Development Code, Article 5, Section 5-18 (a) regarding "low" buffers between low-rise (two stories or less) office or multi -family uses and single family areas, consisting of a minimum of (15) fifteen feet of buffer areas supplemented by berms, walls and/or fences and landscaping. The remainder of the perimeter of the property is enclosed with a 6' high masonry brick wall, with some portions of the perimeter containing portions with decorative metal railings. The subject property will be enclosed with a 6-foot high tan PVC fence along the southern side of Tomyn Boulevard, east of the townhome entrance. An easement is provided to be dedicated to the City for the existing access road to the City's south water plant, located adjacent to the southeast corner of the property. Landscaping is provided throughout the subject property in The Planning and Zoning Commission The Village of Wesmere FSP Page 3 of 4 accordance with the code and as each townhome building develops, the individual unit landscaping will be installed. To allow for connection to the future elementary school, a pedestrian sidewalk is proposed on the southeast side of the property, a h Progress passive recreation area between unit 36 and 37. The above ground wires, supplied Energy, located along the project frontage on Maguire Road are proposed to be placed underground during the development of the project. The Preliminary Subdivision Plan for the Villages of Wesmere Townhomes was recommended approved b for approval by the Planning and Zoning Commission on April 12, 2005 and was Y the City Commission on May 3, 2005. As part of the action of the City Commission, a Traffic Signal Warrant Analysis Study was to be performed indicating whether a traffic signal is warranted at the intersection of Wesmere Parkway and Maguire Road. Based on the study, the following findings were made: It was concluded by Renaissance Planning Group that a traffic signal is not warranted at this time. Based on the townhome development plan proposed, alternate means of ingress/egress are provided on Tomyn Boulevard for the townhome project. The intersection of Wesmere Parkway and Maguire Road will mostly consist of right -turn movements from the residents of the townhome development. Of the eight possible warrants identified in the study, only the peak -hour volume warrant was met. However, because the new development will include an elementary school, the intersection should meet the school warrant once the school is constructed (planned for 2008). It was suggested by RPG that the City should continue to monitor the area and that the City may want to consider the following options to alleviate the eastbound Wesmere Parkway delay during the morning peak hour: 1. Install a traffic signal that fully operates during the morning peak. During the remainder of the day, the signal would flash yellow for Maguire Road traffic and flash red for Wesmere Parkway traffic. This kind of signal should be well -signed in order to alert drivers to the changing traffic patterns during the day; 2. Do not install a traffic signal. This intersection should continue to be monitored in the future. The City should consider updating this analysis in the fall by conducting turning movement counts when school is in session, as a way of verifying the accurate use of the seasonal factor; or, 3. Install a traffic signal that is fully operational at all times. The Wesmere Property development includes land for an elementary school. Because an elementary school at this location will serve students on the east and west sides of Maguire Road, this location should become the school crossing. Designating this intersection as a school crossing will increase safety at the intersection of Maguire Road and Tomyn Boulevard, which will become the school bus access road. With the conversion of the intersection from a three-legged to a four -legged intersection, the number of conflicting movements will increase, which will change the overall traffic patterns at this intersection. lparticularly when thle school al olll pensve a and significant becomes pact on school safety at this location, p Y crossing. Note: The City's design standards for a traffic signal require black mast arms. In addition, any signal that is installed should be fully actuated with significant delay for traffic entering Maguire Road. The Planning and Zoning Commission The Village of Wesmere FSP Page 4 of 4 If it is determined by the City Commission that a traffic signal should be installed, options #1 and #3 will require a cost sharing agreement. During the signal study, the traffic consultant identified a split of trips that was roughly 80/20 between the existing Wesmere subdivision and the proposed townhome development. The consultant identified the percentage split based on the number of trips that each development contributed based on proportionate impacts. This percentage split is not necessarily how the traffic signal is intended to be funded. The City Commission will determine if a signal is necessary based on the study and they will also determine how it will be paid for. DEVELOPMENT REVIEW COMMITTEE RECOMMENDATION: The Development Review Committee (DRC) met on February 6, 2006 and reviewed the Final Subdivision Plan. Staff discussed with the applicant outstanding comments from the Planning Division, the Engineering Department and the City Attorney. It was determined that the plans could be revised based on staff's comments before the City Commission meeting. The DRC voted unanimously to recommend approval of the Final Subdivision Plan, subject to the developer making changes to the plans based upon staff comments prior to the City Commission meeting. STAFF RECOMMENDATION: Based on the recommendation of the DRC, Staff respectfully recommends that the Planning and Zoning Commission recommend approval of the Final Subdivision Plan for the Villages of Wesmethe developer per making changes totamped received by the City on January 27, the plans based on the attached staff commen06, ts prior Ject to to the the developer making g City Commission meeting. Attachments: Location Map FLU Map Zoning Map Final Subdivision Plan date -stamped January 27, 2006 Traffic Signal Warrant Analysis, dated August 4, 2005 Staff comments: 1. Planning Division, dated February 3, 2006 2. Engineering Department, dated February 2, 2006 3. Foley and Lardner, dated February 3, 2006 The Villages of Wesmere Townhomes Location Map w U- 0 IYN BOULEWA�D LAKE LILLY O i f l 0 LAKE PEARL 9� �G -o - It.���L�JtC�I��► .�. . .� __: _.. a � .�. •:- ,, • e � t�' �� t � 4 �� a F�\ 1 � � �� N'� fi�v, � ,,i .� ! va,.. � � � gg � �v � 9 ��l � v. �ri� : µ' W r �� b _ Nf Atl� wm � 9� ` {�' �' :. "1 1 hzl a �. MN ■ r w � .'�:v' � • ;. Y a A 1 • * �. 1 R i +1 � * �.. ��' 1 1 i R 4 �.: f 1 � + i�yv R w IP � r � R « ! ti 1 � "1 • tl • M A �: 1 i R. � � O i.. R � i M M i f ! 1 1 1 4 e a .a e • i! � * 4 � + ! � � ! • i 1. t i ! W ! 1 i 1. * � • ! • * 1 • 1 i 1 • # R. p y * � N �. + � * i=; 4Z 0 IL I 0 m 0 co 0 0 I 0 0 0 0 0 0 q) WESMERE DEVELOPMENT, LLC. P.O. BOX 607098 ORLANDO, FLORIDA 32860-7098 PHONE: (407) 294-7931 CONTACT: JOHN BEN SHOEMAKER UTILITY PROVIDERS WATER, SEWER & REUSE: CITY OF OCOEE 150 N. LAKESHORE DR. OCOEE, FL. 34761 (407) 905-3100 TELEPHONE: SPRINT P.O. BOX 770339 WINTER GARDEN, FL. 34777 (407) 814-5351 FAX (407) 814-5320 ELECTRIC: PROGRESS ENERGY 425 E. CROWN POINT ROAD WINTER GARDEN, FL 34787 (407) 905-3303 GAS: LAKE APOPKA NATURAL GAS 1320 S. VINELAND ROAD WINTER GARDEN, FL, 34777 (407) 656-2734 CABLE: BRIGHTHOUSE NETWORKS 844 MAGUIRE ROAD OCOEE, FL 34761 (407) 532-8509 dF ARCHITECT THE EVANS GROUP 1001 N. ORANGE AVENUE ORLANDO, FLORIDA 32801 PHONE: (407) 650-8770 CONTACT: JIM LAPIANA INDEX syar NO. a AIL OBA WNG NO. 2 SPF- I i COA; 4 "sp", I 5 6 MDP- 1 7 THRU 10 PGD-1 THRU PGD-4 11 DS0- 7 72 MU-1 IJ THRU 24 WS- I THRU WS- 72 25 RSM- 1 26 SEC- I 26A PG0D- 1 27 WD- 1 28 SD-1 29 THRU 29C LP-1 THRU LP-4 LANDSCAPE 30 HRD- I 31 THRU 35 HRD-2 THRU HRD-6 55A AG-1 56 & 37 HRD-7 & HI?D-8 38 HRO-9 39 HI?D- 10 40 LNP- I 41 THRU 52 LNP-2 THRU LNP-13 51 LNP- 14 54 LNP- 15 55 LNP- 16 56 LNP- 77 57 LNP- 18 58 LNP- 19 5,9 LNP-20 60 LND- 1 61 thru 63 LP-1 thru LP-3 64 BE-1 65-67 Swp- I -Swp-j CO VER SHEET SPECIFICA TIONS & GENERAL NOTES CONDI TIONS OF A PPRO VA L MASTER SITE PLAN GEOME TT Y PL A N MASTER DRAINAGE PLAN PA VING, GRADING & DRA INA GE FL A N DRA INA GE S TRUC TURE DA TA .TABLE MASTER UTILITY PLAN PLAN & PROFILE SIGNING & MARKING PLAN TYPICAL SECTIONS DRA INA GE DE TA IL S WA TER DETAILS SANITARY SEWER DETAILS L IGH TING & MA S TER L IGH TING SCHEMA TICS AREA DE VEL OPMEN T KEY SHEET AREA DEVELOPMENT PLAN PRIVACY WALL SECTIONS AREA DEVELOPMENT DETAILS AREA DEVELOPMENT SCHEDULES SITE FURNITURE CUT SHEETS LANDSCAPE KEY SHEET LANDSCAPE PLAN TYPICAL BUILDING W LANDSCAPE PLAN TYPICAL BUILDING 'B'LANDSCAPE PLAN TYPICAL BUILDING 'C'LANDSCAPE PLAN TYPICAL BUILDING Y LANDSCAPE PLAN TYPICAL BUILDING 'E' LANDSCAPE PLAN TYPICAL BUILDING 'F-' LANDSCAPE PLAN TYPICAL BUILDING 'G' LANDSCAPE PLAN LANDSCAPE DETAILS LANDSCAPE LIGHTING PLAN BUILDING E-LEVA TIONS STORMWA TER POLLUTION PREVENTION PLAN. CIVIL ENGINEER/ PLANNER/APPLICANT MILLER LEGG & ASSOCIATES, INC. 631 S. ORLANDO AVENUE, SUITE 200 WINTER PARK, FLORIDA 32789 PHONE: (407) 629-8880 CONTACT: JON WALLS/PLANNER CONTACT: MARC STEHLI, P.E./ENGINEER SECTION 16 TOWNSHIP 23 S RANGE 2-9 E L OCA TION MAP N. T. S. JANUARY 27, 2006 SOUTHEASTERN DEVELOPMENT LANDS WESMERE MULTIFAMILY, LLC 1551 SANDSPUR ROAD MAITLAND, FLORIDA 32751 PHONE: (407) 741-8500 CONTACT: SCOTT CULP ■ DONALD W. McINTOSH ASSOCIATES:, INC, 2200 PARK AVENUE NORTH WINTER PARK, FLORIDA 32789 PHONE: (407) 644-4068 CONTACT: KIRBY WHITE TINKLEPAUGH SURVEYING SERVICES, INC. 379 W. MICHIGAN STREET, SUITE 208 ORLANDO, FLORIDA 32806 PHONE: (407) 422-09-57 CONTACT: JERRY LIVERNOISE Cl) w 0 m E.Gu z 3: Central Florida Office: 631 S. Orlando Avenue Suite 200 0 Winter Park, Florida - 32789-7122 UU 407-629-8880 - Fax: 407-629-7883 oc www.millerlegg.com w 2 Z 4 U. J 0 am (1) Z w 0 0 cn `Y O Z Lr) L. 50-66005-- SH. OF-6 7 ALL CONSTRUCTION, MATERIAL, INSTALLATION AND TESTING SHALL BE IN ACCORDANCE WITH F.D.O.T. " STANDARD SPECIFICATIONS FOR ROAD END BRIDGE CONSTRUCTION TOGETHER WITH THE CITY MINIMUM DESIGN STANDARDS AND SPECIFICATIONS, AS APPLICABLE. IF F.D.O.T. MATERIAL IS SPECIFIED, IT SHALL IMPLY THAT THEIR CONSTRUCTION PROCEDURES SHALL BE FOLLOWED. CONTRACTOR SHALL CONTACT ALL UTILIjIY COMPANIES PRIOR TO CONSTRUCTION. CONTRACTOR SHALL PROTECT ALL UTILITIES AND OTHER PROPERTY AND SHALL BE RESPONSIBLE FOR ANY DAMAGES INCURRED DURING CONSTRUCTION AND SHALL REPAIR SAID DAMAGES AT HIS EXPENSE. THE ENGINEER WILL HOLD A PRE -CONSTRUCTION MEETING PRIOR TO THE START OF ANY CONSTRUCTION AND INCLUDE A REPRESENTATIVE FROM THE RESPECTIVE ENGINEERING AND UTILITY DEPARTMENTS, THE CONTRACTOR, OWNER AND OTHER APPLIiCABLE AGENCIES. THE CONTRACTOR SHALL RIFY A VE LL UNDERGROUND UTILITY LOCATIONS PRIOR TO CONSTRUCTION, PURSUANT TO FLORIDA STATUTES 556, BY CONTACTING SUNSHINE STATE ONE CALL OF FLORIDA, INC. THE EXACT LOCATIONS SHALL BE DETERMINED BY THE CONTRACTOR PRIOR TO CONSTRUCTION, IN ADDITION, THE CONTRACTOR SHALL BE RESPONSIBLE TQ VERIFY IF "OTHER" UTILITIES (NOT SHOWN ON THE PLANS) EXIST WITHIN THE AREA OF CONSTRUCTION, SHOULD THERE BE "OTF�ER" UTILITIES, THE CONTRACTOR SHALL NOTIFY THE RESPECTIVE UTILITY OWNERS TO RESOLVE UTILITY CONFLICT AND UTILITY ADJUSTMENTS, AS REQUIRED. ANY CONSTRUCTION WORK THAT REQUIRES INTERRUPTION OF SERVICE TO ANY CUSTOMER SHALL BE DONE SO WITH A MINIMUM OF SEVENTY TWO ,72) HOUR NOTICE TO, AND WRITTEN APPROVAL BY, THE APPROPRIATE UTILITY COMPANY. THE CONTRACTOR SHALL ARRANGE A MEETING WITH THE CITY, OTHER GOVERNING AGENCIES, AND OTHER AFFECTED UTILITIES PRIOR TO SCHEDULING THE SHUT DOWN TO ASSESS THE SCOPE OF WORK. ALL SYSTEM SHUT DOWNS SHALL BE SCHEDULED BY THE CONTRACTOR AT SUCH TIME THAT SYSTEM DEMAND IS LOW. THHIS GENERALLY REQUIRES NIGHT TIME WORK BY THE CONTRACTOR AND REQUIRES FULL TIME INSPECTION BY A REPRESENTATIVE OF THE UTILITY. ALL COST FOR OVERTIME WORK BY THE REPRESENTATIVE OF THE UTILITY SHALL BE BORNE BY THE CONTRACTOR. EACH CUSTOMER AFFECTED BY THE SHUT DOWN SHALL BE PROVIDED, MINIMUM, FORTY-EIGHT (48) HOURS WRITTEN NOTIFICATION BY THE CONTRACTOR. ALL DEVIATIONS FROM PLANS SHALL BE APPROVED BY ENGINEER IN WRITING PRIOR TO CONSTRUCTION AND FOR ALL INSPECTIONS AND TESTING. THE ENGINEER MUST BE GIVEN A MINIMUM OF 48 HOURS NOTICE PRIOR TO START OF CONSTRUCTION AND FOR ALL INSPECTIONS AND TESTING. COMPLETE AS -BUILT INFORMATION RELAIIIVE TO LOCATIONS AND ELEVATIONS OF MANHOLES, VALVES, SERVICES, FITTINGS, LENGTHS OF PIPE, TOP OF WATER MAIN ELEVATIONS AND THE LIKE SHALL BE ACCURATELY RECORDED AND SUBMITTEDi TO THE ENGINEER PRIOR TO FINAL ACCEPTANCE OF THE WORK. ALL INFORMATION SHALL BE TAKEN BY A LAND SURVEYOR, REGISTERED IN THE STATE OF FLORIDA, AND SHOWN ON A SEALED ASi BUILT PLAN. THE CONTRACTOR SHALL BE RESPONSIBLE AT ALL TIMES THROUGHOUT THE DURATION OF CONSTRUCTION FOR THE PROTECTION OF EXISTING AND NEWLY INSTALLED UTILITIES AND IMPROVEMENTS FROM DAMAGES, DISRUPTION OF SERVICE OR DESTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR TAKING SUCH MEASURES AS NECESSARY TO PROTECT THE HEALTH, SAFETY AND WELFARE OF THOSE PERSONS HAVING ACCESS TO THIS WORK SITE. ALL ELEVATIONS REFER TO THE NATIONAL GEODETIC VERTICAL DATUM OF 1929. EXISTING SECTION CORNERS AND OTHER LAND MARKERS OR MONUMENTS LOCATED WITHIN PROPOSED CONSTRUCTION SHALL BE MAINTAINED Bi THE CONTRACTOR AND/OR RESET AFTER CONSTRUCTION UNDER CERTIFICATION BY A LAND SURVEYOR REGISTERED IN THE STATE OF FLORIDA. THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES SHALL BE USED AS THE STANDARD FOR THE SIGNAGE AND PAVEMENT MARKING REQUIREMENTS OF THE PROJECT. REFER TO ARCHITECTURAL OR LANDSCAPE ARCHITECTURAL PLANS FOR HANDICAP RAMPS, CONCRETE WALKS, DUMPSTER DETAILS, BERRING, LANDSCAPING, FINISHED GRADING OF GREEN AREAS AND ALL SPECIAL LANDSCAPE ARCHITECTURAL FEATURES. CONTRACTOR SHALL REMOVE ALL TRAS AND CONSTRUCTION DEBRIS FROM THE CONSTRUCTION SITE UPON COMPLETION OF HIS/HER WORK. I m w n I 0 0 m 05 0 0 0 THE CONTRACTOR'S BID FOR EARTHWORK SHALL INCLUDE THE EXCAVATION, REMOVAL AND DISPOSAL OF ALL MATERIALS, OF WHATEVER CHARACTER, WITHIN THE LIMITS OF CONSTRUCTION. ALL TOPSOIL THAT IS SUITABLE FOR LANDSCAPING OR GRASSING OPERATIONS MAY BE STOCKPILED NEARBY FOR SUCH USE IF APPROVED BY OWNER. WHERE MUCK, ROCK, CLAY, OR OTHER MATERIAL WITHIN THE LIMITS OF CONSTRUCTION IS FOUND TO BE UNSUITABLE IN ITS ORIGINAL POSITION, THE CONTRACTOR SHALL EXCAVATE SUCH MATERIAL IN ITS ENTIRETY AND BACKFILL WITH SUITABLE MATERIAL WHICH SHALL BE COMPACTED IN PLACE TO CONFORM TO THE REQUIRED GRADES AND SECTIONS AS SHOWN ON THE PLANS. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE UNSUITABLE MATERIAL PRESENT ON -SITE AND INCLUDE THE REMOVAL AND REPLACEMENT OF SAME IN HIS BID PRICE. THE CONTRACTOR SHALL MAKEIHIS OWN ESTIMATE ON THE VOLUME OF MATERIAL ACTUALLY REQUIRED TO OBTAIN THE CROSS SECTIONS OR GRADES AS SHOWN ON THE PLANS, THE CONTRACTOR SHALL REMOVE ALL MUCK, YIELDING MATERIAL, ROOTS, VEGETATION AND OTHER DEGRADABLE MATERIAL, IN ITS ENTIRETY, WITHIN THEI PAVEMENT LIMITS AND BELOW ALL STRUCTURES AND UTILITIES TO FULL EXCAVATED TRENCH WIDTH. SAID MATEf IAL SHALL BE REPLACED WITH CLEAN ORGANIC FREE MATERIAL WITH ROCKS SMALLER THAN THREE INCHES IN DIAMETER COMPACTED TO NOT LESS THAN 95% MAXIMUM DENSITY AT OPTIMUM MOISTURE, AASHTO T-180, METHOD "D", WITH MAXIMUM LIFTS OF TWELVE INCHES COMPACTED THICKNESS. THE SOIL BORING DATA WHEN PROVIDED IS FOR THE CONTRACTOR'S INFORMATION. THE ENGINEER DOES NOT MAKE ANY REPRESENTATION REGARDING EXISTING SUBSOIL CONDITIONS. IT IS THE CONTRACTOR'S RESPONSIBILITY TO PERFORM ADDITIONAL SOIL BQRINGSI TQ VERIFY THE LIMITS OF UNSUITABLE MATERIAL ON SITE. WHEREVER EXCAVATIONS FOR UTILITIES TARE MADE BELOW THE GRADES INDICATED ON THE PLANS, GRANULAR MATERIAL FREE OF ORGANIC OR OTHERIDELETERIOUS MATERIAL SHALL BE USED TO RESTORE THE AREA TO THE PROPER GRADE, AND SHALL BE COMPACTED TO 95% MAXIMUM DENSITY AT OPTIMUM MOISTURE, AASHTO T-180, METHOD "D". I AREAS TO BE COMPACTED SHALL BE MOISTENED AND COMPACTED BY EITHER ROLLING, TAMPING OR ANY OTHER METHOD APPROVED BY THE ENGINEER, N ORDER TO OBTAIN THE DESIRED DENSITY. THE ENGINEER SHALL INSPECT ALL COMPACTED AREAS PRIOR TO FURTHER CONSTRUCTION OPERATIONS. PRIOR TO BACKFILLING AROUND STRUCTURES, THE AREAS SHALL BE CLEAN OF ALL TRASH AND DEBRIS OF ANY DESCRIPTION, UNLESS DIRECTED BY THE ENGINEER TO BE LEFT IN PLACE, SUCH AS SHEETING AND BRACING. BACKFILL SHALL BE HAND TAMPED IN 1I2" LOOSE LIFTS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING APPROPRIATE SAFETY PRECAUTIONS DURING EXCAVATION AND TRENCHING OPERATIO S AS REQUIRED BY THE "TRENCH SAFETY ACT". THIS WORK SHALL CONSIST OF THE EXCAVATION OF WHATEVER SUBSTANCES THAT SHALL BE ENCOUNTERED TO THE DEPTHS AS SHOWN ON THE PLANS EXCAVATED MATERIALS NOT REQUIRED FOR FILL OR BACKFILL SHALL BE REMOVED FROM THE WORK SITE AS DIRECTED BY THE ENGINEER AND SHALL BE CONSIDERED TO BE A PART OF THE BID PRICE OF THE UTILITY PIPE FOR WHICH EXCAVATION AND BACKFILL IS REQUIRED. EXCAVATION FOR MANHOLES AND OTHER ACCESSORIES SHALL HAVE A MINIMUM CLEARANCE OF TWELVE INCHES AND A MAXIMUM CLEARANCE OF TWENTY FOUR INCHES ON ALL SIDES. EXCAVATION SHALL NOT BE CARRIED BELOW THE REQUIRED DEPTHS AS INDICATED BY THE PLANS. EXCESS EXCAVATION BELOW THE REQUIRED LEVEL SHALL BE BACKFILLED AT THE CONTRACTOR'S EXPENSE WITH SHARP SAND, GRAVEL OR OTHER SUITABLE MATERIAL, THOROUGHLY COMPACTED AND APPROVED BY THE ENGINEER. WATER SHALL NOT BE PERMITTED TO ACCUMULATE IN THE EXCAVATED AREA. IT SHALL BE REMOVED BY PUMPING OR OTHER MEANS AS APPROVED BY THE ENGINEER. THE REMOVAL OF WATER SHALL BE CONSIDERED TQ BE A PART OF THE BID PRICE OF THE UTILITY PIPE FOR WHICH EXCAVATION AND BACKFILL IS REQUIRED. WELL POINTS, PUMPS OR OTHER APPROVED MEANS SHALL BE USED TO KEEP THE GROUND WATER SUFFICIENTLY LOW, IN THE OPINION OF THE ENGINEER TO PERMIT THE PLACING OF CONCRETE, MASONRY OR PIPE IN FIRST CLASS CONDITION, AND SUFFICIENTLY LONG THEREAFTER TO PROTECT THE CONCRETE, MASONRY OR JOINTS AGAINST WASHING OR DAMAGE. THE CONTRACTOR SHALL ALSO USE SUCH OTHER MEANS AS MAY BE NECESSARY P TH X AVATI N IN SATISFACTORY N I I N F R N T T TO KEE EEC 0 CO D T 0 0 THE CO S RUC ION OF THE WORK, AND THE USE Of WELL POINT, OR OTHER APPROVED METHOD, WILL NOT RELIEVE THE CONTRACTOR OF HIS RESPONSIBILITY TO MAKE THE STRUCTURES WATERTIGHT. I BANKS AND TRENCHES SHALL HAVE A 1;1 SLOPE BEGINNING AT A POINT AT THE TOP OF THE INSTALLED PIPE/UTILITY. FOR SAFETY, THE TRENC SHALL MEET ALL REQUIREMENTS OF OHSA. THE WIDTHS OF THE TRENCH SHALL BE A MAXIMUM OF 36 INCHES 0 EACH SIDE OF THE PIPE BELL. BELL HOLES SHALL BE ACCURATELY EXCAVATED BY HAND, IF THE BOTTOM OF THE TRENCH IS ROOK, THE EXCAVATION SHALL BE CARRIED EIGHT INCHES BELOW THE BOTTOM OF THE PIPE AND BACKFILLED WITH THOROUGHLY COMPACTED SHARP SAND, GRAVEL OR OTHER SUITABLE MATERIAL APPROVED BY THE ENGINEER.I ROCK EXCAVATION SHALL INCLUDE ANYIROCK ENCOUNTERED WHICH CANNOT BE REMOVED NTH A 3/4 YARD BACKHOE UNDER NORMAL OPERATING CONDITIONS. ROCK EXCAVATION SHALL BE INCIDENTAL TO CONSTRUCTION OF ALL PIPING SYSTEMS AND NO SEPA ATE PAYMENT SHALL BE MADE. WHENEVER IT IS NECESSARY, IN THE INTEREST OF SAFETY, TO BRACE OR SHORE THE SIDES OF THE TRENCH, SUCH BRACING OR SHORING SHALL BE CONSIDERED TO BE PART OF THE BID PRICE OF THE UTILITY PIPE FOR WHICH EXCAVATION AND BACKFILL IS REQUIRED. THE CONTRACTOR SHALL FURNISH, PUT IN PLACE AND MAINTAIN SUCH SHEETING AND BRACING AS MAY BE T PP T TH SI F T X AV TIN AN T PR N Y T I H A REQUIRED 0 SU OR E DE 0 EEC A O D O EVE T AN MOVEMEN WH C C N IN ANY WAY MA THE WORK OR ENDANGER ADJACENT STRUCTURES. IF THE ENGINE R I OF TH OPINION THAT PP RT DA GE , E S E SU O S ARE INSUFFICIENT, HE MAY ORDER ADDITIONAL SUPPORTS. THE COMPLIANCE WITH SUCH ORDER SHALL NOT RELEASE THE CONTRACTOR FROM HIS RESPONSIBILITY FOR THE SUFFICIENCY OF THE SHEETING. THE CONTRACTOR SHALL LEAVE ALL SHEETING IN PLACE. THE ENGINEER MAY REQUIRE SHEETING TO BE CUT OFF T ANY PECIFIE LEVATION BUT IN NO CA WI NY H TIN A S D E SE LL A SEE G BE LEFT CLOSER THAN TWO (2) FEET BELOW THE NATURAL SURFACE, NOR CUT OFF BELOW THE ELEVATION OF THE TOP OF THE PIPE. THE COST OF EXCAVATION AND BACKFILL FOR MANHOLES, WET WELLS, INLETS, BOXES, FENCES, BUILDINGS, PLANT FOOTINGS AND OTHER STRUCTURES SH ILL BE CONSIDERED INCIDENTAL TQ THE CONSTRUCTION QF THE ITEM. AFTER PIPES, STRUCTURES AND OTHER APPURTENANCES HAVE BEEN INSTALLED, THE TRENCH OR OPENING SHALL BE BACKFILLED AND COMPACTED TO 98% AX. DENSITY UNDER PAVEMENT AND 95% MAX DENSITY ELSEWHERE. TRENCH BACKFILL SHALL MEET FOOT REQUIREME TS FOR CLEAN SELECT BACKFILL AS DEFINED IN INDEX #505 OF THE FLORIDA DEPARTMENT OF TRANSPORTATION ROADWAY AND TRAFFIC DESIGN STANDARDS, CURRENT EDITION, BACKFILL AROUND THE PIPE, AND TO A) POINT TWELVE INCHES ABOVE THE TOP OF THE PIPE, SHALL BE PLACED IN SIX INCH LAYERS AND COMPACTED \KITH 20 POUND HAND TAMPERS OR MECHANICAL TAMPERS SUITABLE FOR THE PURPOSE. BACKFILL MATERIAL SHALL NOT CONTAIN ANY ROCKS OR STONES GREATER THAN 2 INCHES IN DIAMETER WITHIN 12 INCHES OF THE PIPE. ROCKS LARGER THAN 3 INCHES IN DIAMETER SHALL BE REMOVED FROM THE BACKFILL MATERIAL. BACKFILLING SHALL FOLLOW PIPE LAYING CLOSELY AND SHALL NOT BE MORE AN ONE HUNDRED 100 FEET BEHIND COMPLETE PIPE LAYING. BACKFILL OVER PIPE SHALL BE CAREFULLY TH ( ) PLACED BY EXPERIENCED LABOR, THOROUGHLY CONSOLIDATED WITHOUT SHOCK TO THE PIPE, AND CARRIED UP UNIFORMLY ON BOTH SIDES OF THE PIPE. NO BACKFILLING WITH BULLDOZERS WILL BE PERMITTED ADJACENT TO THE PIPELINE. A MINIMUM OF ONE COMPACTION TEST SHALL BE REQUIRED FOR EACH 300 L.F. OF PIPE AND 100 S.F. OF BACKFILLED AREA AROUND STR1 CTURES, THE ENGINEER MAY REQUIRE GRADED, ORUSHED ROCK FOR BACKFILL AROUND THE WATER MAINS AND SEWER PIPE IN AREAS WHERE THE AVAILABLE BACKFILL MATERIAL IS UNSUITABLE. IN AREAS WHERE PAVEMENT IS TO BE CONSTRUCTED OVER THE PIPE OR WITHIN 5', THE REMAINDER OF THE TRENCH SHALL BE PLACED IN 12" INCHILAYERS (COMPACTED THICKNESS) AND SHALL BE COMPACTED TO 98 PERCENT OF MAXIMUM DENSITY AS DETERMINED BY AASHTO T-180, METHOD "D". CONTRACTOR SHALL BE RESPONSIBLE FOR CORRECTION OF DAMAGE FROM SETTLEMENT IN THE BACKFILLED AREAS WHETHER UNDER THE PAVEMENT OR OTHERWISE. IN AREAS WHERE NO PAVEMENT IS TO BE CONSTRUCTED, THE BACKFILL ABOVE THE TWELVE INCH LINE ABOVE THE PIPE SHALL BE COMPACTED TO A FIRMNESS APPROXIMATELY EQUAL TO THAT OF THE SOIL ADJACENT TO THE PIPE TRENCH, I 4.0 PAVING NOTES: UNDERGROUND UTILITIES SHALL BE COMPLETED OR SLEEVING PROVIDED BEFORE ANY PAVEMENT CONSTRUCTION BEGINS. ALL PAVEMENT SUBGRADE MATERIAL SHALL BE COMPACTED TO 98% MAXIMUM DENSITY AT OPTIMUM MOISTURE, AASHTO T-180, METHOD "D" AND SHALL CONFORM TO THE REQUIREMENTS OF F.D.O.T. SPECIFICATIONS, SECTION 120. THE ENGINEER SHALL SPECIFY THE LOCATION AND NUMBER OF DENSITY TESTS REQUIRED. THE TEST RESULTS SHALL BE ACCEPTED BY THE ENGINEER PRIOR TO PLACEMENT OF BASE MATERIAL. IF THE PLANS INDICATE A STABILIZED SUBBASE IS TO BE USED, IT SHALL HAVE A MINIMUM LBR VALUE QF 40 OR A FBV OF 75 AND SHALL BE IN ACCORDANCE WITH F.D.O.T. SECTION 160. IT IS THE CONTRACTOR'S RESPONSIBILITY TO SUBMIT TO THE ENGINEER FOR APPROVAL, THE MATERIAL TO BE USED FOR THE SUBBASE, AND THEIR PROPORTIONS AND LABORATORY LBR, BEFORE DELIVERY TO THE SITE. QUALITY CONTROL LBR'S MAY BE,REQUIRED BY THE ENGINEER TO PROVE THE IN PLACE CONDITION. IF THE PLANS INDICATE A LIMEROCK BASE, THE CONSTRUCTION AND THE MATERIAL FOR THE LIMEROCK BASE SHALL CONFORM TO THE REQUIREMENTS OF ED.O.T. SPECIFICATIONS, SECTION 200. THE LIMEROCK BASE SHALL BE COMPACTED TO 98 MAXIMUM DENSITY AT OPTIMUM MOISTURE, AASHTO T-180, METHOD 'T. THE ENGINEER SHALL SPECIFY THE LOCATION AND NUMBER OF DENSITY TESTS REQUIRED. THE TEST RESULTS SHALL BE ACCEPTED BY THE ENGINEER PRIOR TO APPLICATION OF THE PRIME AND TACK COATS. IF THE PLANS INDICATE SOIL -CEMENT BASE, THE CONSTRUCTION AND THE MATERIAL FOR THE SOIL -CEMENT BASE SHALL CONFORM TO THE REQUIREMENTS OF F.D.O.T. SPECIFICATIONS, SECTION 270. THE SOIL -CEMENT BASE SHALL BE COMPACTED TO 98% MAXIMUM DENSITY AT OPTIMUM MOISTURE, AASHTO T-134. THE ENGINEER SHALL SPECIFY THE LOCATION AND NUMBER OF DENSITY TESTS REQUIRED. THE TEST RESULTS SHALL BE ACCEPTED BY THE ENGINEER PRIOR TQ APPLICATION OF THE PRIME AND TACK COATS. THE PRIME AND TACK COAT CONSTRUCTION AND MATERIALS FOR THE PRIME AND TACK COATS SHALL CONFORM TO THE REQUIREMENTS OF F.D.O.T. STANDARD SPECIFICATIONS, SECTION 300. THE PRIME AND TACK COATS SHALL BE APPLIED PRIOR TO CONSTRUCTION OF THE ASPHALT SURFACE COURSE AND SHALL BE SANDED AND ROLLED IN ACCORDANCE WITH SECTION 300. APPLICATION RATES SHALL BE D,15GAL/SY FOR LIMEROCK BASE AND 0.25 GAL/SY FOR THE SOIL -CEMENT BASE. ASPHALTIC CONCRETE SURFACE COURSE SHALL BE AS SHOWN ON THE PLANS. THE MATERIALS FOR THE ASPHALT CONCRETE SURFACE COURSE SHALL CONFORM TO THE REQUIREMENTS OF F.D.O.T. STANDARD SPECIFICATIONS, SECTION 331. ALL GRADES SHOWN REFER TO FINISHED ASPHALT PAVEMENT UNLESS OTHERWISE NOTED. THE MATERIAL TO BE USED AS A STABILIZER SHALL BE SOIL OF HIGH BEARING VALUE SUCH AS SAND -CLAY, GROUND LIMESTONE, CRUSHED LIMEROCK, OYSTER SHELL, COQUINA SHELL, ROCK SCREENINGS OR ANY OTHER MATERIAL WHICH IS SUITABLE FOR STABILIZATION. MUCK SHALL NOT BE USED AS STABILIZING MATERIAL. THE CARBONATE PRECIPITATES FROM LIME -SODA ASH WATER TREATMENT PLANTS, LIME OR OTHER APPROVED MATERIAL WHICH WILL REDUCE PLASTICITY BY CHEMICAL REACTION MAY BE MIXED IN WITH THE STABILIZING MATERIAL OR WITH THE MIXED STABILIZED SECTION OF THE ROADBED, WHERE NECESSARY, TO REDUCE THE PLASTICITY. MATERIAL HAVING A PLASTICITY INDEX AT MORE THAN 10 OR A LIQUID LIMIT GREATER THAN 40 SHALL NOT BE USED. ALL MATERIAL USED FOR STABILIZING THE ROADBED SHALL PASS A 3-1/2 INCH RING. WHERE THE BEARING VALUE OF THE EXISTING SUBGRADE IS ADEQUATE WITHOUT ADDITION OF STABILIZING MATERIAL, THE SUBGRADE SHALL BE SCARIFIED AND DISCED, HARROWED, BLADED OR TILLED FOR REMOVAL OF BOULDERS, ROOTS, ETC. TO ASSURE UNIFORMITY AND THOROUGH MIXING OF MATERIAL TO THE FULL WIDTH AND DEPTH OF REQUIRED STABILIZATION. THE COMPACTED SUBGRADE SHALL CONFORM TO THE LINES, GRADES AND CROS5-SECTION SHOWN ON THE PLANS. THE SUBGRADE TO BE STABILIZED MAY BE PROCESSED IN ONE COURSE, UNLESS THE EQUIPMENT AND METHODS BEING USED DO NOT PROVIDE THE REQUIRED UNIFORMITY, PARTICLE SIZE LIMITATION, COMPACTION AND OTHER DESIRED RESULTS, IN WHICH CASE, THE ENGINEER WILL DIRECT THAT THE PROCESSING BE DONE IN MORE THAN ONE COURSE. PRIOR TO THE BEGINNING OF STABILIZING OPERATIONS, THE AREA TO BE STABILIZED SHALL HAVE BEEN CONSTRUCTED TO AN ELEVATION SUCH THAT UPON COMPLETION OF STABILIZING OPERATIONS, THE COMPLETED STABILIZED SUBGRADE SHALL CONFORM TO THE LINES, GRADES AND CROSS-SECTION SHOWN IN THE PLANS PRIOR TO THE SPREADING OF ANY ADDITIVE STABILIZING MATERIAL, THE SURFACE OF THE ROADBED SHALL BE BROUGHT TO A PLACE APPROXIMATELY PARALLEL TO THE PLANE OF THE PROPOSED FINISHED SURFACE. THE STABILIZING MATERIAL SHALL BE APPLIED IN SUCH QUANTITY AS IS NECESSARY TO PRODUCE THE REQUIRED BEARING VALUE, IT SHALL BE INCORPORATED WITH THE SUBGRADE BY PLOWING, DISCING, HARROWING, BLADING OR MIXING WITH ROTARY TILLERS UNTIL THE MIXED MATERIALS ARE OF A UNIFORM BEARING VALUE FOR THE FULL WIDTH AND DEPTH OF THE COURSE BEFORE COMPACTION REGARDLESS OF THE CHARACTER OR BEARING VALUE, ALL MATERIALS IN THE STABILIZING COURSE THAT WILL NOT PASS A 3-1/2" RING SHALL BE REMOVED OR BROKEN DOWN TO A SIZE NOT LARGER THAN 3-1/2 INCHES. COMPACTION SHALL BE ACCOMPLISHED BY ROLLING WITH ANY TYPE OF EQUIPMENT WHICH WILL PRODUCE THE REQUIRED DENSITY. COMPACTION SHALL CONTINUE UNTIL THE ENTIRE DEPTH TO BE STABILIZED HAS A DENSITY OF NOT LESS THAN 98% OF THE MAXIMUM DENSITY IN ACCORDANCE WITH AASHTO T-180. FIELD DENSITY TESTS SHALL BE MADE AT INTERVALS NOT GREATER THAN 500 FEET IN EACH COURSE OR LAYER, THE BASE SHALL BE TRANSPORTED TO THE POINT WHERE IT IS TO BE USED, OVER BASE PREVIOUSLY PLACED IF PRACTICABLE, AND DUMPED ON THE END OF THE PRECEDING SPREAD. HAULING OVER THE SUBGRADE AND DUMPING ON THE SUBGRADE WILL BE PERMITTED ONLY WHEN, IN THE ENGINEER'S OPINION, THESE OPERATIONS WILL NOT BE DETRIMENTAL TO THE BASE. THE BASE SHALL BE SPREAD UNIFORMLY WITH EQUIPMENT ACCEPTABLE TO THE ENGINEER. ALL SEGREGATED OR OTHERWISE UNACCEPTABLE AREAS SHALL BE REMOVED AND REPLACED WITH PROPERLY GRADED ROCK. AFTER SPREADING IS COMPLETED, THE ENTIRE SURFACE SHALL BE SCARIFIED AND THEN SHAPED SO AS TO PRODUCE THE REQUIRED GRADE, THICKNESS AND CROSS-SECTION AFTER COMPACTION. LIFTS SHALL HAVE A MAXIMUM COMPACTED THICKNESS OF SIX INCHES. COMPACTION SHOULD BE ACCOMPLISHED AT OPTIMUM MOISTURE, WHEN THE MATERIAL DOES NOT HAVE THE PROPER MOISTURE CONTENT TO INSURE THE REQUIRED DENSITY WETTING OR DRYING ELL BE REQUIRED. ADDED WATER SHALL BE UNIFORMLY MIXED TO THE FULL DEPTH OF THE COURSE WHICH IS BEING COMPACTED. BEFORE ANY BITUMINOUS MATERIAL IS APPLIED, ALL LOOSE MATERIAL, DUST, DIRT, CAKED CLAY AND FOREIGN MATERIAL WHICH MIGHT PREVENT PROPER BOND WITH EXISTING SURFACE SHALL BE MOVED TO THE SHOULDERS FOR THE FULL WIDTH OF THE APPLICATION. PARTICULAR CARE SHALL BE TAKEN TO CLEAN THE OUTER EDGE OF THE STRIP TO BE TREATED IN ORDER TO ENSURE THAT THE PRIME WILL ADHERE. WHERE THE PRIME IS APPLIED ADJACENT TO CURB AND GUTTER OR VALLEY GUTTER, SUCH CONCRETE SURFACES ARE TO BE PROTECTED AND KEPT FREE OF BITUMINOUS MATERIAL. NO BITUMINOUS MATERIAL SHALL BE APPLIED WHEN THE TEMPERATURE OF THE AIR IS LESS THAN 4D DEGREES FAHRENHEIT IN THE SHADE AND FALLING, OR WHEN IN THE OPINION OF THE ENGINEER, THE WEATHER CONDITIONS OR THE CONDITION OF THE EXISTING SURFACE IS UNSUITABLE. THE SURFACE TO BE PRIMED SHALL BE CLEAN AND DRY. FOR LIMEROCK BASES, THE GLAZED FINISH SHALL BE REMOVED BEFORE THE APPLICATION OF PRIME COAT, THE TEMPERATURE OF THE PRIME MATERIAL SHALL BE BETWEEN 100 DEGREES FAHRENHEIT AND 150 DEGREES FAHRENHEIT. THE MATERIAL SHALL BE APPLIED BY MEANS OF A PRESSURE DISTRIBUTOR. THE AMOUNT OF BITUMINOUS MATERIAL APPLIED SHALL BE AT A RATE NOT LESS THAN 0.15 GAL./SY FOR LIMEROCK THAN 0. GA . SY FOR SOIL-CEM NT A TH RATE OF APPLICATION SHALL BASES AND NOT LESS 25 L / E 8 SES. E COAT THE SURFACE THOROUGHLY AND UNIFORMLY WITHOUT HAVING.ANY EXCESS TO FORM POOLS OR FLOW OFF THE BASE. THE PRIME SHALL BE ALLOWED TO STAND WITHOUT SANDING FOR A PERIOD OF AT LEAST 48 HOURS UNLESS OTHERWISE ORDERED BY THE ENGINEERIF SO ORDERED BY THE ENGINEER, A LIGHT, UNIFORM APPLICATION OF CLEAN SAND SHALL BE APPLIED PRIOR TO OPENING THE PRIMED BASE T TRAFFI MI H A THE SAND SHALL BE ROLLED WITH A TRAFFIC ROLLER IN CONJUNCTION 0 C IN C C SE F T PRIME COAT. AFTER THE SAN R HA N APP i THE WiTH TRA FIC TO CURE HE D COVE LNG S BEE LED, SURFACE MAY BE OPENED TO TRAFFIC IF WARRANTED BY TRAFFIC CONDITIONS, IN THE OPINION OF THE ENGINEER. THE APPLICATION SHALL BE MADE ONLY ON ONE-HALF THE WIDTH OF THE BASE AT ONE TIME, CARE BEING TAKEN TO SECURE THE CORRECT AMOUNT OF BITUMINOUS MATERIAL AT THE JOINT, 5.0 DRAINAGE NOTES: ALL CORRUGATED ALUMINUM PIPE SHALL MEET THE REQUIREMENTS OF F.D.O.T. SECTION 945 AND AASHTO DESIGNATION M-196 FOR TYPE I AND TYPE 11 PIPE. PIPE SHALL HAVE HELICAL CORRUGATIONS WITH RE -ROLLED ENDS. REINFORCED CONCRETE PIPE SHALL MEET THE REQUIREMENTS OF F.D.O.T. STANDARD SPECIFICATIONS SECTION 941. CONCRETE PIPE SHALL BE CLASS III OR AS SHOWN ON THE PLANS. PIPE GASKETS SHALL MEET F.D.O.T. STANDARD SPECIFICATIONS SECTION 942. PRIOR TO BACKFILLING THE DRAINAGE SYSTEM, THE CONTRACTOR SHALL NOTIFY THE ENGINEER AND THE CITY FOR INSPECTION. BEDDING OF THE PIPE SHALL BE F.D.O.T. CLASS "C" OR BETTER, REQUIRING THE BOTTOM OF THE TRENCH SHAPED TO FIT THE BOTTOM OF THE PIPE FOR A DISTANCE EQUAL TO ONE-HALF OF THE OUTSIDE DIAMETER OF THE PIPE. ALL PIPE SHALL BE CAREFULLY LAID, TRUE TO THE LINES AND GRADES GIVEN, WITH HUBS UPGRADE AND TONGUE END FULLY ENTERED INTO THE HUB. WHEN PIPE WITH QUADRANT REINFORCEMENT OR CIRCULAR PIPE WITH ELLIPTICAL REINFORCEMENT IS USED, THE PIPE SHALL BE INSTALLED IN A POSITION SUCH THAT THE MANUFACTURER'S MARKS DESIGNATING TOP AND BOTTOM OF THE PIPE SHALL NOT BE MORE THAN FIVE DEGREES FROM THE VERTICAL PLANE THROUGH THE LONGITUDINAL AXIS OF THE PIPE. ANY PIPE THAT IS NOT IN TRUE ALIGNMENT OR WHICH SHOWS ANY SETTLEMENT AFTER LAYING SHALL BE TAKEN UP AND RELAID WITHOUT ADDITIONAL COMPENSATION. JOINTS FOR REINFORCED CONCRETE STORM DRAINS AND CULVERTS SHALL BE FOR ROUND PIPE. RUBBER GASKETS MEETING THE REQUIREMENTS OF SECTION 430-7.2, 941-1.5 AND 942-i, FLORIDA DEPARTMENT OF TRANSPORTATION, STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, SHALL BE SED. A ST RMWATER PIPE JOINTS SHALL BE WRAPPED WITH FILTER FABRIC. U LL 0 P F R AIN PIP FOR THE TORM DRAINA Y HA N TR TED AT THE ER GRATED UNDE DR E S GE S STEMS S LL BE COS UC LOCATIONS SHOWN FOR EXFLTRATION TRENCH ON THE PLANS. PERFORATED UNDERDRAIN PIPE SHALL BE 360 DEGREE PERFORATED AND SHALL BE EITHER CORRUGATED ALUMINUM PIPE AND MEET THE REQUIREMENTS OF F.D.O.T. STANDARD SPECIFICATIONS SECTION 945 AND AASHTO M-196 DESIGNATION FOR CORRUGATED ALUMINUM CULVERT PIPE AND UNDERDRAINS, OR SHALL BE SOCK WRAPPED POLYETHYLENE PIPE AS MANUFACTURED BY ADS OR EQUIVALENT. ALUMINUM PIPE SHALL HAVE HELICAL CORRUGATIONS WITH RE -ROLLED ENDS. THE FILTER MEDIA SHALL BE AS DESCRIBED IN CURRENT F.D.O.T. STANDARD SPECIFICATIONS SECTION 901 OR AS REQUIRED BY GOVERNMENTAL AGENCY HAVING JURISDICTION AND PERMITTING THE DRAINAGE SYSTEM AND SHALL BE FURNISHED AND INSTALLED ACCORDING TO DETAILS SHOWN ON THE PLANS. THE FILTER MEDIA SHALL BE LAID IN 6" LAYERS TO A LEVEL 12" OVER THE TOP OF THE PERFORATED UNDER DRAIN PIPE OR TO THE LEVEL DENOTED IN THE DETAILS ON THE PLANS. THE TOP, BOTTOM AND BOTH SIDES OF THE FILTER MEDIA SHALL BE COVERED WITH MIRAFI 140N, OR APPROVED F.D.O.T. EQUAL, FQR THE FULL LENGTH OF THE MEDIA UNLESS OTHERWISE SHOWN ON THE PLANS. THE MOISTURE CONTENT OF THE FILTER MEDIA SHALL BE MAINTAINED AT A LEVEL SUFFICIENT TO PREVENT PARTICLE SEGREGATION WHILE LOADING, HAULING AND PLACING. ALL STORMWATER PIPE JOINTS SHALL BE WRAPPED IN FILTER FABRIC. 6.0 WATER NOTES: i ALL WORKMANSHIP AND MATERIAL SHALL CONFORM TO THE STANDARDS OF THE UTILITY PROVIDING SERVICE. NO PHYSICAL CONNECTION OF NEW WATER MAINS TO ACTIVE WATER MAINS SHALL BE MADE UNTIL SUCH TIME THAT THE NEW MAINS ARE CONFIRMED TO BE BACTERIOLOGICALLY SAFE AND THE F.D,E.P. RELEASE HAS BEEN OBTAINED. TEMPORARY CONNECTIONS OF NEW MAINS TO ACTIVE MAINS FOR THE PURPOSE OF FILLING AND FLUSHING SHALL BE MADE BY A METHOD DEEMED ACCEPTABLE TO THE UTILITY PROVIDING SERVICE. ALL WATER MAINS SHALL BE DESIGNED FOR A MINIMUM WORKING PRESSURE OF 150 PSI AND HAVE COMPRESSION TYPE BELL AND SPIGOT JOINTS. ALL WATER METERS WILL BE PER CITY SPECIFICATIONS THE WATER SYSTEM, INCLUDING BACKFLOW PREVENTERS, SHALL BE CLEANED, DISINFECTED PER ANSI/AWWA C651 AND TESTED FOR A PERIOD OF NOT LESS THAN 2 HOURS AT 150 PSI IN ACCORDANCE WITH ANSI/AWWA STANDARD C600 AND PER AWWA MANUAL M23 (LATEST EDITION) WITH AN ALLOWABLE LEAKAGE AS DETERMINED BY THE FOLLOWING FORMULA. FOR PVC MAINS: L=SD PO'5 /133,200 WHERE L = ALLOWABLE LEAKAGE IN GALLONS PER HOUR S = PIPE LENGTH IN FEET . D = NOMINAL DIAMETER OF PIPE IN INCHES P = AVERAGE TEST PRESSURE IN PSI ALL BACKFILL UNDER FUTURE PAVED AREAS SHALL BE 'PLACED IN 12" COMPACTED LIFTS AND COMPACTED BY MECHANICAL MEANS TO 98% MAXIMUM DENSITY TO PREVENT FUTURE SETTLEMENT. BACKFILL IN NON -TRAFFIC AREAS SHALL BE COMPACTED TO 95% MAXIMUM DENSITY. BOTH COMPACTION REQUIREMENTS SHALL BE IN ACCORDANCE WITH AASHTO T-180, METHOD "D". SEE MECHANICAL DRAWINGS FOR EXACT LOCATIONS OF CONNECTION POINTS TO BUILDING WATER SERVICES. MAINS SHALL BE LAID WITH A MINIMUM OF 36" CLEAR COVER. DR14-PVC FITTINGS SHALL BE CLASS 350 DIP THROUGH 24" AND CLASS 250 DIP IN SIZES 30" AND LARGER PER AWWA C153 OR C110. ALL FITTINGS SHALL BE DUCTILE IRON, ALL LOADING OR UNLOADING OF PIPE, N H A MANNER SO AS TO AVOID FITTINGS, VALVES AND ACCESSORIES SHALL BE DONE I SUC DAMAGE. THE PIPE SHALL NOT BE SKIDDED OR ROLLED AGAINST PIPE ALREADY UNLOADED. THE INTERIOR OF ALL PIPE, FITTINGS AND OTHER APPURTENANCES SHALL BE KEPT FREE OF DIRT AND FOREIGN MATTER AT ALL TIMES. PIPE SHALL BE FLUSHED CLEAN BEFORE VALVES AND OTHER APPURTENANCES ARE INSTALLED. ALL PIPE SHALL BE LAID TO LINE AND GRADE WITH VALVES AND HYDRANT STEMS PLUMB. ALL PIPE SHALL HAVE A MINIMUM COVER OF 36 INCHES, ALL PIPE MAINS SHALL BE INSTALLED WITH METALLIC IDENTIFICATION TAPE 6" OVER MAIN AND 12" BELOW GRADE THE TRENCH SHALL HAVE A FLAT BOTTOM, CUT TRUE AND EVEN, SO THAT THE BARREL OF THE PIPE SHALL BEND ITS FULL LENGTH. IN GENERAL, TRENCH EXCAVATION SHALL CONFORM TO THAT PORTION OF THE SPECIFICATIONS UNDER THE HEADING "EXCAVATION AND BACKFILLING FOR UTILITY SYSTEMS." ALL MAIN LINES UNDER PAVEMENTS WILL BE DUCTILE IRON PIPE (D.I.P.). ALL MAIN LINES NOT UNDER PAVEMENT WILL BE POLYVINYL CHLORIDE (P.V.C.) PIPE. ALL MAIN LINES AND BRANCHES SHALL BE FLUSHED CLEAN OF SAND, DEBRIS OR ANY OTHER FOREIGN MATERIAL BEFORE STARTING THE STERILIZATION PROCESS. A TAP SHALL BE PROVIDED LARGE ENOUGH TO FEED THE CHLORINE SOLUTION. PRIOR TO DISINFECTION, THE PIPE SHALL BE FULL OF WATER NTH ALL AIR PURGED FROM THE SYSTEM FOLLOWING A FLUSHING OPERATION. JOINTS FOR BELL AND SPIGOT DR14-PVC PIPE AND FITTINGS SHALL BE MECHANICAL OR RUBBER GASKET (EITHER ON SPIGOT OR IN BELL) COMPRESSION TYPE AS SPECIFIED IN ACCORDANCE WITH ANSI/AWWA STANDARD C111/A21,11. SPECIAL FITTINGS AND JOINTS SHALL BE CONSIDERED FOR SPECIFIC INSTALLATION. POLYVINYL CHLORIDE (P.V.C) PIPE SHALL CONFORM TO ANSI/AWWA STANDARD C900 AND BEAR N.S.F. SEAL FOR POTABLE WATER USAGE. P.V.C. PRESSURE PIPE SHALL BE MADE FROM CLASS 12454-A OR CLASS 12454-8 VIRGIN COMPOUNDS, AS DEFINED IN ASTM D-1784, WITH AN ESTABLISHED HYDROSTATIC DESIGN BASIS (HDB) RATING OF 4000 PSI FOR WATER AT 73.4 FAHRENHEIT. PIPE WITH WALL THICKNESS OF DR 18 SHALL HAVE THE OUTSIDE DIAMETER (OD) OF CAST IRON PIPE. P.V.C. POTABLE WATER MAINS SHALL BE BLUE IN COLOR. JOINTS FOR P.V.C. PRESSURE PIPE SHALL BE PUSH -ON RUBBER GASKET TYPE ONLY. NO SOLVENT WELD OR THREADED JOINTS WILL BE PERMITTED. BACTERIOLOGICAL REPORTS MUST REFLECT THE CHLORINE RESIDUAL AT TIME OF COLLECTION (FREE ACTIVE/COMBINED AVAILABLE), ALL METERS SHALL BE PER CITY SPECIFICATIONS. 7.0 GATE VALVES: GATE VALVES 2" AND LARGER SHALL COMPLY WITH ANSI/AWWA STANDARD C509 AND SHALL HAVE THE FOLLOWING DESIGN STANDARDS: ALL GATE VALVES ARE TO BE IRON BODY, BRONZE MOUNTED, NON -RISING STEM, OPENING LEFT (COUNTER -CLOCKWISE), RESILIENT SEAT VALVES, SOLID WEDGE TYPE. GATE VALVES Y-10" SHALL HAVE A MAXIMUM WORKING PRESSURE OF 200 PSI AND BE TESTED AT 400 PSI. VALVES 12"-48" SHALL BE BUTTERFLY VALVES, GEAR ACTIVATED, IN ACCORDANCE WITH ANSI/AWWA STANDARD C504 AND HAVE A MAXIMUM WORKING PRESSURE OF 150 PSI AND BE TESTED AT 300 PSI. NON -GEARED VALVES SHALL BE FURNISHED WITH "0" RING PACKING (TWO "O"RINGS). THE DISK MECHANISM SHALL BE DESIGNED SO THAT THE SEATING PRESSURE IS APPLIED EQUALLY AT FOUR SEPARATE CONTACT POINTS NEAR THE OUTER EDGE OF EACH DISK OR, IN THE CASE OF FULLY REVOLVING DISK VALVES, THIS SHALL BE ACCOMPLISHED BY TWO FLAT RECTANGULAR CONTACT STRIPS PRODUCING AN EQUIVALENT EFFECT, THE UPPER CONTACT STRIP SHALL BE FACED WITH STAINLESS STEEL. THE TYPE OF END CONNECTION SHALL BE DETERMINED BY THE TYPE OF PIPE USED. GATE VALVES UNDER 2" IN SIZE SHALL BE BRONZE CONFORMING TO M.S.S. STANDARD PRACTICE SP-37. THEY SHALL BE DOUBLE DISK, NON -RISING STEM, OPEN LEFT (COUNTER -CLOCKWISE) WITH OPERATING WHEEL. PEWTER AND POT METAL OPERATING WHEELS SHALL NOT BE PERMITTED. GATE VALVES SHALL MEET FEDERAL SPECIFICATION WW-V-54 TYPE I, CLASS A. VALVE BOXES SHALL BE CAST IRON EXTENSION TYPE WITH NOT LESS THAN 5" DIAMETER SHAFT AND WITH COVERS MARKED "WATER 8.0 SERVICE LINES: WATER SERVICES SHALL BE POLYETHYLENE TUBING COMPLYING WITH APPLICABLE REQUIREMENTS OF PE-3034. MATERIAL SHALL BE AS DESCRIBED IN ASTM D-2737 AND HAVE A STANDARD DIMENSION RATIO (SDR) OF 9.0 AND SHALL CONFORM TO ANSI/AWWA STANDARD C901. JOINTS FOR POLYETHYLENE TUBING SHALL BE OF THE COMPRESSION TYPE, UTILIZING A TOTALLY CONFINED GRIP SEAL AND COUPLING NUT. STAINLESS STEEL TUBE STIFFENER INSERTS SHALL ALSO BE USED FOR P.E. TUBING SERVICES. OTHER SERVICE MATERIALS MAY BE CONSIDERED FOR SPECIFIC INSTALLATIONS UPON SUBMISSION OF SPECIFICATIONS AND APPROVAL OF THE ENGINEER. . WATER SERVICES SHALL BE MARKED IN CURBS WATER SERVICES UNDER STREETS SHALL BE SLEEVED IN CLASS 160 PVC SERVICE SADDLES SHALL BE IRON BODIED, EPDXY COATED WITH DOUBLE STAINLESS STEEL STRAPS. 9.0 FIRE HYDRANTS: ALL FIRE HYDRANTS SHALL MEET THE CITY APPROVED MANUFACTURERS LIST AS STATED IN THE DEVELOPMENT CODE ALL FIRE HYDRANTS SHALL COMPLY WITH ANSI/AWWA STANDARD C502 AND THE FOLLOWING SI STANDARDS: DE GN FIRE HYDRANTS SHALL BE OF THE COMPRESSION TYPE, OPENING AGAINST THE PRESSURE AND CLOSING WITH THE LINE PRESSURE WITH A 5-1/4" VALVE OPENING. THE HYDRANT SHALL BE EQUIPPED WITH 2-2 1/2" AND 1-4 1/2" NOZZLES. FIRE HYDRANTS SHALL BE FURNISHED NTH A SEALED OIL OR GREASE RESERVOIR LOCATED IN THE BONNET SO THAT ALL THREADED.AND BEARING SURFACES ARE AUTOMATICALLY LUBRICATED WHEN RAT TH H RANT WI ESIGNED FOR DISASSEMBLY BY USE OF A 1HE HYDRANT IS OPE ED. E YD LL BE D SHORT DISASSEMBLY WRENCH OR THE HYDRANT SHOE SHALL HAVE INTEGRAL CAST iiE BACK LUGS ON THE MAIN VALVE TO PERMIT THE MAIN VALVE ASSEMBLY AND VALVE SEAT TO BE REMOVED WITHOUT DIGGING EARTH OR DISASSEMBLING THE HYDRAiNT BARREL. FIRE HYDRANTS WILL BE FURNISHED WITH A BREAKABLE FEATURE THAT WILL BREAK CLEANLY UPON IMPACT. THIS SHALL CONSIST OF A TWO PART BREAKABLE SAFETY FLANGE WITH A BREAKABLE STEM COUPLING. THE UPPER AND LOWER BARRELS SHALL BE FLUTED AND RIBBED ABOVE AND BELOW THE SAFETY FLANGE OR HAVE AN EXTRA STRENGTH LOWER BARREL. THE FIRE HYDRANT INTERNAL VALVE SHALL BE 5-1/4" MINIMUM. THE PENTAGONAL OPERATING NUTS AND THE CAP NUTS SHALL BE 1 1/2" POINT TO FLAT. DRAIN VALVE OUTLETS FOR THE P R OMITTE . HAINS FOR THE CAPS SHALL ALSO BE OMITTED. HYDRANTS SHALL BE LUGGED 0 D C THE HYDRANTS SHALL OPEN COUNTER CLOCKWISE AND ;THE DIRECTION OF OPENING SHALL BE CAST ON THE TOP. THE BURY LENGTH, MEASURED FROM THE BOTTOM OF THE CONNECTING PIPE TO THE GROUND LINE AT THE HYDRANT SHALL BE THREE FEET SIX INCHES (42") MINIMUM OR AS REQUIRED BY PLAN. THE HYDRANT SHALL BE EQUIPPED WITH A 6" MINIMUM MECHANICAL JOINT BASE INLET UNLESS OTHERWISE SPECIFIED BY THE ENGINEER. ALL FIRE HYDRANTS SHALL BE SET 6 FEET IN FROM ALL EDGES OF PAVEMENT, MINIMUM. REFLECTIVE BLUE MARKERS SHALL BE PLACED IN THE CENTER OF THE NEAREST TRAVELED LANE TO MARK FIRE HYDRANT LOCATIONS. 10.0 FIIMNGS: METER VALVES SHALL BE CLOSED BOTTOM DESIGN AND RESILIENT "O" RING SEALED AGAINST EXTERNAL LEAKAGE AT THE TOP, SHUT-OFF SHALL BE,I AFFECTED BY A RESILIENT PRESSURE ACTUATED SEAL SO POSITIONED IN THE PLUG AS TO COMPLETELY ENCLOSE THE FLOW WAY IN THE CLOSED POSITION. THE INLET SIDE OF ALL METER VALVES SHALL HAVE A COMPRESSION TYPE FITTING AS SPECIFIED FOR JOINTS ABOVE. METER VALVES FOR METER SIZES i" AND UNDER SHALL BE EQUIPPED WITH A METER COUPLING NUT ON THE OUTLET SIDES. METER VALVES FOR 1 1/2" AND 2" METERS SHALL HAVIE FLANGED CONNECTIONS ON THE OUTLET SIDES. ALL METERS SHALL BE SET AT THE EDGE OF PAVEMENT OR BACK OF SIDEWALK UNLESS OTHERWISE SHOWN ON THE PLANS. CURB STOPS SHALL HAVE TEE -HEAD SHUT-OFF WITH LOCK WING. CURB STOPS SHALL BE MADE OF BRASS ALLOY IN ACCORDANCE WITH ASTM SPECIFICATION 862-82A. METER VALVES AND CORPORATION STOPS SHALL BE OF; BRONZE CONSTRUCTION IN ACCORDANCE WITH ASTM SPECIFICATION 862. INLET THREAD FOR METER VALVES AND CURB STOPS SHALL BE AWWA TAPER THREAD IN ALL SIZES IN ACCORDANCE WITH ANSI/AWWA STANDARD C800. OUTLET CONNECTIONS SHALL HAVE A COMPRESSION TYPE FITTING SAME AS VALVES. STEEL TAPPING SLEEVES SHALL HAVE A WELDED STEELIBODY WITH FLAT FACED STEEL FLANGE, RECESSED FOR A TAPPING VALVE, IN ACCORDANCE WITH M.S.S. STANDARD SP-60. GASKETS SHALL BE NEOPRENE "0" RING TYPE WITH SOME TYPE OF GASKET RESTRAINT INCORPORATED IN THE SLEEVES. CAST IRON OR DR14-PVC TAPPING SLEEVES SHALL BE OF THE MECHANICAL JOINT TYPE HAVING A FLAT FACED D.I. FLANGE, RECESSED FOR A TAPPING VALVE. ALL END AND SIDE GASKETS SHALL BE TOTALLY CONFINED. 11.0 SANITARY SEWER: UNLESS OTHERWISE NOTED OR APPROVED, ALL GRAVITY MAINS AND SERVICES SHALL BE UNPLASTiCIZED POLYVINYL CHLORIDE (PVC) NON -PRESSURE PIPE CONFORMING TO ASTiA D-3034 AND SDR 35 WITH INTEGRAL BELL AND SPIGOT JOINTS FOR PUSH -ON RUBBER GASKET TYPE JOINT SEALS CONFORMING TO ASTM D-1869. PVC FITTINGS SHALL BE OF MONOLITHIC CONSTRUCTION OF THE TYPE SPECIFIED BY THE MANUFACTURER OF THE PIPE BEING USED. NO SOLVENT WELDS OR THREADED JOINTS WILL BE PERMITTED. P.V.C. PIPE AND FITTINGS SHALL BE GREEN IN COLOR. THE JOINTING OF PIPE ON THE JOB SHALL BE DONE IN STRICT ACCORDANCE WITH THE PIPE MANUFACTURER'S INSTRUCTIONS AND SHALL BE DONE ENTIRELY IN THE TRENCH UNLESS OTHERWISE DIRECTED BY THE ENGINEER. CONNECTION OF PVC PIPE TO MANHOLES SHALL BE MADE WITH APPROVED MANHOLE COUPLINGS CORRESPONDING TO THE SIZE AND TYPE OF SEWER PIPE AS APPROVED BY THE UTILITY. INFLUENT AND EFFLUENT SEWERS SHALL BE GROUTED IN PLACE USING A WATER -PROOF, EXPANDING GROUT ACCEPTABLE TO THE ENGINEER. ALL OPENINGS AND JOINTS SHALL BE SEALED WATERTIGHT. PIPES ENTERING AND EXITING MANHOLES SHALL HAVE A TWO FOOT SECTION OF PIPE WITH THE APPROPRIATE JOINT. SERVICE LATERALS WILL NOT BE PERMITTED THROUGH MANHOLE WALLS UNLESS SPECIFICALLY NOTED OTHERWISE. A FLOW CHANNEL SHALL BE CONSTRUCTED TO DIRECT INFLUENT INTO FLOW STREAM, REFER TO DETAILS. OUTSIDE DROP CONNECTIONS WILL BE REQUIRED WHEN THE VERTICAL DISTANCE BETWEEN PIPE INVERTS EXCEEDS TWO FEET (2'). DROP CONNECTIONS, WHERE REQUIRED, SHALL BE CAST MONOLITHICALLY WITH THE MANHOLE ELEMENTS AS SHOWN ON THE DETAILS. THE UD AND FRAME SHALL BE CAST OF CLOSE -GROUND GREY IRON CONFORMING TO ASTM A-48, CLASS 30 AND SHALL BE OF UNIFORM QUALITY, FREE OF BLOW HOLES, POROSITY, CRACKS AND OTHER OBVIOUS VISUAL DEFECTS. THE COMBINED WEIGHT OF THE FRAME AND UD SHALL NOT BE LESS THAN 420 POUNDS, AND THE LID SHALL WEIGH A MINIMUM OF 160 POUNDS. THE SEATING SURFACES BETWEEN FRAMES AND COVERS SHALL BE MACHINED TO FIT TRUE. NO PLUGGING OR FILLING WILL BE ALLOWED. CASTING PATTERNS SHALL CONFORM TO THOSE DESIGNATED BY THE UTILITY. ALL MANHOLES SHALL HAVE THE WORDS "SANITARY SEWER" CAST IN THE LIDS. CASTINGS SHALL BE CLEANED AND COATED WITH A COAL TAR PITCH VARNISH WHICH IS TOUGH WHEN COLD BUT NOT TACKY OR BRITTLE. PICK TYPE LIFTING HOLES WILL BE CAST INTO LIDS, BUT SHALL NOT GO CLEAR THROUGH THE LID. ALL GRAVITY MAINS ARE 8" PVC PIPE AT 0.32% MINIMUM SLOPE AND ALL LATERALS ARE 6" PVC AT 1/8" PER FOOT MINIMUM SLOPE, UNLESS OTHERWISE SHOWN ON THE PLANS. MINIMUM COVER ON SANITARY SEWER MAIN SHALL BE 48" TO INVERT, MINIMUM COVER ON LATERALS SHALL BE 18" AT HIGH END OR AS SHOWN ON PLANS. CONTRACTOR SHALL INSTALL ONE LENGTH OF DIP FOR ALL SANITARY SEWER MAINS OR LATERALS HAVING LESS THAN 12 INCHES SEPARATION FROM WATER MAIN. SEWER SERVICES SHALL BE MARKED WITH A 4"x4" POST, PAINTED RED AND LABELED BY LOT NUMBER OR UNIT NUMBER. SEE MECHANICAL DRAWINGS FOR EXACT LOCATIONS OF CONNECTION POINTS TO BUILDING SEWER SERVICES. INSIDE AND OUTSIDE SURFACES OF MANHOLES TO BE TREATED WITH TWO COATS OF KOPPERS BITUMASTiC 300-M OR EQUAL. EACH COAT SHALL HAVE A MINIMUM DRY THICKNESS OF 16 MILS. MANHOLES SHALL BE CURED TWENTY-ONE (21) DAYS BEFORE COATING, MANHOLES TO BE INSPECTED BY UTILITY DEPARTMENT BEFORE INSTALLATION AND PAINTING, UPON COMPLETION OF THE WORK, A VISUAL INSPECTION SHALL BE MADE OF THE COMPLETED SYSTEM ALONG WITH AN INFILTRATION AND EXFLTRATION TEST. AFTER ALL TESTING HAS BEEN COMPLETED, THE UTILITIES DEPARTMENT MAY MAKE, AT THEIR OWN EXPENSE, A TELEIISION INSPECTION BEFORE THE LINES ARE ACCEPTED FOR MAINTENANCE. MAXIMUM ALLOWABLE LEAKAGE INTO OR OUT OF THE SYSTEM, THROUGH THE GRAVITY SEWER, LATERALS AND MANHOLES, SHALL BE 0 GALLONS PER INCH DIAMETER OF PIPE PER 2 (LENGTH OF HOUSE LATERALS ARE INCLUDED). SANITARY SEWERS SHALL BE AIR TESTED, ALLOWABLE LEAKAGE IS 1.0 PSI, TEST PRESSURE IS 4.0 PSI GREATER THAN THE GROUNDWATER PRESSURE, 9.0 PSI MAX. DURATION OF TEST IS 1.520 TIMES LENGTH OF PIPE, 7.34 MINUTES MINIMUM FOR 8" P,V,C. ALL SEWER PIPES SHALL BE TRUE TO LINE AND GRADE WITH BELLS UPGRADE. THE SECTIONS OF THE PIPE SHALL BE SO LAID AND FITTED TOGETHER THAT WHEN COMPLETE, THE SEWER SHALL HAVE A SMOOTH AND UNIFORM INVERT. THE PIPE SHALL BE MAINTAINED CLEAN SO THAT THE JOINTING COMPOUNDS WILL ADHERE. ALL PIPE SHALL BE FREE FROM DEFECTS. TRENCHES SHALL BE KEPT DRY WHILE THE PIPE IS BEING LAID. BEDDING OF THE PIPE SHALL BE F.D.O.T. CLASS "C" OR BETTER, REQUIRING THE BOTTOM OF THE TRENCH TO BE SHAPED TO FIT THE BOTTOM OF THE PIPE FOR A DISTANCE EQUAL TO ONE-HALF OF THE OUTSIDE DIAMETER OF THE PIPE. BELL HOLES SHALL BE DEEP ENOUGH TO INSURE PROPER BEARING OF THE PIPE BARREL ON THE BEDDING. ALL JOINTS SHALL BE CAREFULLY FITTED SO AS TO INSURE A TIGHT, WATERPROOF JOINT. JOINTS SHALL NOT BE COVERED UNTIL APPROVED BY THE ENGINEER. THE EXPOSED END OF ALL PIPE SHALL BE PROTECTED SO AS TO PREVENT DIRT OR OTHER DEBRIS FROM ENTERING THE PIPE. PIPES SHALL BE THOROUGHLY FLUSHED AT THE COMPLETION OF THE WORK. ALL CONNECTIONS WHICH ARE FOR FUTURE USE SHALL BE PROPERLY CAPPED. NO PIPE SHALL BE CUT FOR CONNECTIONS UNLESS APPROVED BY THE ENGINEER. WYES FOR SERVICE CONNECTIONS SHALL BE INSTALLED AS SHOWN ON THE PLANS. THE UPPER END OF SERVICE CONNECTIONS SHALL BE LAID AT A DEPTH NOT LESS THAN 30 INCHES NOR MORE THAN 48 INCHES BELOW FINISH GRADE ELEVATION. CLEANOUTS CONSISTING OF WYE, RISER AND CAP SHALL SE INSTALLED AT 75 FOOT INTERVALS ON LONG LATERALS. WHERE THE CROWN OF THE PIPE IS BELOW THE NATURAL GROUND WATER TABLE AT THE TIME AND PLACE OF TESTING, THE PIPE SHALL BE TESTED FOR INFILTRATION. SUITABLE WATER TIGHT PLUGS SHALL BE INSTALLED AND SECTIONS OF PIPE TO BE TESTED SHALL BE PUMPED DRY BEFORE THE START OF THE TEST. WHERE THE CROWN OF THE PIPE IS ABOVE THE NATURAL WATER TABLE, THE PIPE SHALL BE TESTED FOR EXFLTRATION BY INSTALLING NECESSARY PLUGS AND FILLING PIPES AND MANHOLES WITH WATER AND MAINTAINING A STATIC HEAD OF WATER OF TWO FEET ABOVE THE CROWN OF THE PIPE DURING THE TEST. EXFILTRATION TEST SHALL BE CONDUCTED ON GRAVITY LINES, BUILDING AND HOUSE LATERAL LINES, UNLESS WAIVED BY THE UTILITY WHEN APPROVED BY THE UTILITY AIR TESTING OF LINES ABOVE THE WATER TABLE WILL 8E ACCEPTABLE ALL VISIBLE LEAKS, REGARDLESS OF RESULTS OF INFILTRATION OR EXALTRATION TESTS, SHALL BE REPAIRED. ALL REPAIRS SHOWN NECESSARY BY THE TESTS ARE TO BE MADE, BROKEN OR CRACKED PIPE REPLACED, ALL DEPOSITS REMOVED, THE SEWER LEFT TRUE TO LINE AND GRADE AND ENTIRELY CLEAN, FREE FROM LUMPS OF CEMENT, PROTRUDING GASKETS, BULKHEADS, ETC., AND READY FOR USE BEFORE FINAL ACCEPTANCE IS MADE. REPAIR OF ANY DEFECTS FOUND IN THE SYSTEM ARE TO BE COMPLETED AT THE EXPENSE OF THE CONTRACTOR. SANITARY MAINS OR LATERALS LAVING LESS THAN 12" QF SEPARATION FROM THE WATER MAIN SHALL BE D.I.P. 12.0 SEWER AND DRAINAGE STRUCTURES: LIFT HOLES THROUGH PRECAST STRUCTURES ARE NOT PERMITTED. ALL CEMENT USED ON SEWER AND DRAINAGE STRUCTURES SHALL BE A TYPE 11 PORTLAND CEMENT, CONFORMING TO ASTM SPECIFICATION C-150 AND AASHTO DESIGNATION M-85 UNLESS OTHERWISE SPECIFIED ON THE PLANS, MANHOLES SHALL BE PRECAST CONCRETE SECTIONS, OR PRECAST CONCRETE SECTIONS WITH CLAY BRICK SECTIONS TO A POINT 12 INCHES BELOW FINISHED GRADE RIM ELEVATION. CHANNELS SHALL BE ACCURATELY AND SMOOTHLY FORMED AND IN ACCORDANCE WITH THE PLANS. CHANNELS MAY BE CONSTRUCTED OF CONCRETE WITH TROWEL FINISHED SURFACES. 'THE UPPER URFA OF TH MANH TTOM SHALL BE SLOPED TOWARD THE CHANNELS AS SHOWN ON THE S CE E OLE 80 PLANS. CHANNELS SHALL HAVE A MINIMUM DEPTH OF AT LEAST SEVENTY-FIVE PERCENT (75%) OF THE RESPECTIVE PIPE DIAMETER AND THE TOP WIDTH OF THE CHANNEL SHALL BE EQUAL TO OR GREATER THAN THE INSIDE DIAMETER OF THE OUTLET PIPE. MORTAR FOR USE IN CONSTRUCTING AND PLASTERING SEWER STRUCTURES SHALL CONFORM TO ASTM C-270, "SPECIFICATIONS FOR MORTAR FOR UNIT MASONRY". A PORTLAND CEMENT -HYDRATED LIME MIXTURE OR A MASONRY CEMENT MAY BE USED PROVIDED THAT THE SAME MATERIALS ARE USED THROUGHOUT THE PROJECT. MORTAR MATERIALS SHALL BE PROPORTIONED BY VOLUME AND SHALL CONSIST OF ONE PART TYPE 11 PORTLAND CEMENT TO TWO PARTS AGGREGATE (SAND). PORTLAND CEMENT SHALL CONFORM TO ASTM C-150, "SPECIFICATIONS FOR PORTLAND CEMENT". AGGREGATE SHALL CONFORM TO ASTM C-144, "SPECIFICATIONS FOR AGGREGATE FOR MASONRY UNITS". PRECAST MANHOLE SECTIONS SHALL CONFORM TO ASTM C-478, SPECIFICATIONS FOR PRECAST REINFORCED CONCRETE MANHOLE SECTIONS, AS MODIFIED HERETO. CONCRETE SHALL ATTAIN A MINIMUM COMPRESSIVE STRENGTH OF 4000 PSI AT 28 DAYS. MINIMUM WALL THICKNESS SHALL BE 8 INCHES AND MINIMUM INSIDE DIAMETER SHALL BE 48 INCHES. THE INSIDE OF ALL MANHOLES SHALL BEAR THE APPROVAL OF A CERTIFIED TESTING LABORATORY WHEN DELIVERED TO THE JOB SITE. UNLESS OTHERWISE SPECIFIED ON THE PLANS, ALL JOINTS SHALL BE MADE WITH NEOPRENE OR RUBBER "O" RING COMPRESSION JOINTS, MASTIC JOINT SEALING COMPOUND, OR APPROVED EQUAL. AFTER ASSEMBLY, ALL JOINTS SHALL BE FILLED WITH MORTAR AND POINTED TO PROVIDE A SMOOTH SURFACE WITHOUT JOINT VOIDS. THE BASE AND WALLS THAT COMPOSE THE BOTTOM SECTION OF PRECAST MANHOLES SHALL BE OF MONOLITHIC CONSTRUCTION, 8 INCHES THICK, AND THE EDGE OF THE BASE SLAB SHALL PROJECT A MINIMUM OF 6 INCHES BEYOND THE OUTSIDE DIAMETER OF THE WALL. HOLES FOR PIPING SHALL BE 3 INCHES LARGER THAN THE OUTSIDE DIAMETER OF THE RESPECTIVE PIPES. AFTER THE PIP i S T TH VOID SPACE BETWEEN THE PIPE AND THE HOLE PERIMETER E S E, E HA C MP Y FI WITH N N- HRINKIN UICK-S TTING WA RPR F M NT S LL BE 0 LETEL LLED 0 S G, Q E TE 00 CL E MORTAR AND STRUCK SMOOTH. KOR-N-SEAL BOOTS CAN BE USED AS AN ALTERNATE. TH MINIMUM H I HT F PR A T A E S CTION SHALL BE 36 INCH S H R N( H F R E E G 0 EC S B S E E, OWEVE ,) OLES 0 PIPING SHALL BE CAST LESS THAN 8 INCHES FROM THE TOP OF THE BASE SECTION OR LESS THAN 2 INCHES ABOVE THE TOP OF THE BASE SLAB. THE CONTRACTOR SHALL FURNISH THE ENGINEER SHOP DRAWINGS OF THE PRECAST MANHOLES (AND CERTIFICATION FROM A TESTING LABORATORY) FOR APPROVAL. SHOP DRAWINGS SHOULD ILLUSTRATE ALL DIMENSIONS, REINFORCEMENTS AND SPECIFICATIONS FOR THE COMPLETE MANHOLE. IRON CASTINGS SHALL CONFORM TO ASTM A-48, "SPECIFICATIONS FOR GRAY IRON CASTINGS", AND SHALL BE CLASS 30, FRAMES AND GRATES MAY BE CLASS 20. ALL CASTINGS SHALL BE TRUE TO PATTERN AND DIMENSIONS, FREE FROM FAULTS OR DEFECTS, AND WELL CLEANED AND PAINTED WITH COAL TAR PITCH VARNISH. BEARING SURFACES BETWEEN CAST FRAMES, COVERS AND GRATES SHALL BE MACHINED AND FITTED TOGETHER TO ASSURE A TRUE AND EVEN FIT. WITHIN AREAS OF VEHICULAR TRAFFIC, THE FRAMES, COVERS AND GRATINGS SHALL BE MACHINE -GROUND SO THAT "IRREGULARITY OF CONTACT" WILL BE REDUCED TO A MINIMUM AND WILL BE RATTLEPROOF. CONTRACTOR IS TO PREVENT INTRODUCTION OF DEBRIS OR DIRT INTO EXISTING STORM DRAINAGE AND/OR SANITARY SEWER SYSTEM AS A RESULT OF CONSTRUCTION ACTIVITIES. ALL LINES AND STRUCTURES SHALL BE CLEANED PRIOR TO FINAL INSPECTION AND ACCEPTANCE. LOCATION OF DRAINAGE AND SANITARY SEWER STRUCTURES GOVERN. ADJUST PIPE LENGTHS AS REQUIRED. WALL REINFORCEMENT AND THICKNESS FOR PRECAST STRUCTURES SHALL BE IN ACCORDANCE WITH ASTM C-478. MORTAR USED TO SEAL THE PIPE INTO THE WALLS OF THE PRECAST STRUCTURES WILL BE OF SUCH A MIX THAT SHRINKAGE WILL NOT CAUSE LEAKAGE IN OR OUT OF THE STRUCTURES, THE MAXIMUM OPENING THROUGH WALLS FOR PIPE SHALL BE THE MAXIMUM REQUIRED OUTSIDE DIAMETER PLUS 6". ALL MANHOLES SHALL BE SET PLUMB TO LINE AND GRADE AND SHALL REST ON A FIRM, CAREFULLY GRADED SUBGRADE WHICH SHALL PROVIDE UNIFORM BEARING UNDER BASE. ALL JOINTS SHALL BE WATERTIGHT. ALL JOINTS SHALL NOT BE COVERED UNTIL INSPECTED AND APPROVED BY THE ENGINEER AND OTHER APPLICABLE AUTHORITIES. ALL PIPE SHALL BE LAID IN A DRY TRENCH. ALL MUCK, OR OTHER UNSUITABLE MATERIAL, ENCOUNTERED IN TRENCH BOTTOM SHALL BE REMOVED AND BACKFILLED WITH GRANULAR MATERIAL, COMPACTED TO 98% OF MAXIMUM DENSITY AS DETERMINED BY AASHTO T-180, METHOD "D". SHOP DRAWINGS FOR ALL STRUCTURES AND MATERIALS TO BE USED ON THE PROJECT SHALL BE SUBMITTED TO THE DESIGN ENGINEER AND THE RESPECTIVE ENGINEERING AND UTILITY DEPARTMENTS FOR APPROVAL PRIOR TO CONSTRUCTION OR INSTALLATION. CONTRACTOR SHALL MAINTAIN ONE CLEAN SET OF APPROVED CONSTRUCTION PLANS FOR RECORDING OF AS -BUILT CONDITIONS AS THE WORK PROGRESSES. THIS SET SHALL BE SUBMITTED TO THE ENGINEER AS PART OF THE PROJECT CLOSE-OUT. 13.0 SUBMITTALS: SHOP DRAWING APPROVAL IS REQUIRED PRIOR TO CONSTRUCTION COMMENCEMENT FOR ALL MATERIALS AND STRUCTURES. SEVEN (7) SETS ARE REQUIRED FOR REVIEW. EACH SUBMITTAL SHALL BE AS COMPLETE AS POSSIBLE AND INCLUDE ONLY APPLICABLE ITEMS. SIX (6) SETS OF APPROVED SHOP DRAWINGS SHALL BE RETURNED TO THE CONTRACTOR FOR DISSEMINATION TO OWNER, UTILITY, COUNTY, ETC. CONTRACTOR SHALL PROVIDE ENGINEER WITH CERTIFIED AS -BUILT DRAWINGS OF THE CONSTRUCTED IMPROVEMENTS UPON COMPLETION OF PROJECT CONSTRUCTION FOR VERIFICATION OF COMPLIANCE NTH THE APPROVED ENGINEERING PLANS. 14.0 REQUIRED AS -BUILT INFORMATION CONTRACTOR SHALL PROVIDE ENGINEER WITH AS BUILT DRAWING DOCUMENTATION CERTIFIED BY A REGISTERED FLORIDA LAND SURVEYOR DEPICTING THE FOLLOWING INFORMATION AT A MINIMUM: A) SANITARY SEWER i. TOP ELEVATION OF EACH MANHOLE FRAME AND COVER. 2. INVERT OF EACH LINE ENTERING AND LEAVING EACH MANHOLE/STRUCTURE 3. LENGTH OF EACH RUN OF MAIN BETWEEN MANHOLES (CENTER TO CENTER) 4. ACTUAL GRADE OF PIPE BETWEEN MANHOLES. 5. LOCATE ALL SERVICE WYES FROM DOWNSTREAM MANHOLE WITH DEPTH AT LOT LINE AND DISTANCE FROM THE MAIN LINE. 6. LOCATE WITH MEASUREMENTS FROM PERMANENT VISIBLE OBJECTS ALL FITTINGS/ACCESSORIES NOT VISIBLE FROM THE SURFACE (MINIMUM TWO POINT TIES). B) STORM DRAINAGE i. TOP ELEVATION OF EACH MANHOLE FRAME AND COVER/GRATE AS WELL AS ALL OTHER STRUCTURES (HEADWALLS, CONTROL STRUCTURES, ETC.). 2. INVERT ELEVATION OF EACH LINE ENTERING AND LEAVING EACH STRUCTURE, INCLUDING UNDERDRAIN PIPES. 3. INVERTS OF ALL MITERED AND SECTIONS. 4. ACTUAL GRADE OF PIPE BETWEEN THE STRUCTURES. 5. INVERT ELEVATION AND TWO HORIZONTAL TIES FROM PERMANENT VISIBLE OBJECTS TO ALL STORM STUB -OUTS, C) WATER AND REUSE SYSTEM AND FORCE MAINS i. ACTUAL LENGTHS OF PIPE BETWEEN BRANCHES AND VALVES IN THE RUN. 2. LOCATE WITH MEASUREMENTS FROM PERMANENT VISIBLE OBJECTS ALL FITTINGS/ACCESSORIES NOT VISIBLE FROM THE SURFACE (MINIMUM TWO POINTS TIES). 3. LIST THE DEPTHS OF THE LINES AT ALL VALVES, FITTINGS, AND FIRE HYDRANTS. APPROVED : MA T HLI �.. Z_ FLA. REGISTRATION NO. 52781 DATE : G ` `,0 4 v ul z O ul > w w H w O N . 0. M t� * N C" co W Qcnn 0 °�° � E M C),6 O `b r� t6 -= LL N LL ' 'E cfl � co UIZ61 N " 2 T o -a ? 2 � LL w.®I . Fz c a) U EB7318 LB6680 LCO337 LLW ZDF MDS 50-66005 SPC-1 8 5;5/05 ,::.2 6% J 3 0 I 0 v m m 0 Lo e6 0 0 0 0 0 I 0 0 0 R, 0 CONDITIONS OF APPROVAL 1. PER FIRM PANEL NO. 12011E 0220 E, THE ENTIRE SITE LIES WITHIN FLOOD ZONE 'X', AREA OF MINIMAL FLOODING. 2. THERE SHALL BE NO ACCESS FROM THE PROJECT TO ANY PUBLIC ROADS EXCEPT AT THE APPROVED LOCATIONS SHOWN ON THE PLAN. 3, EXCEPT AS SPECIFICALLY NOTED ON THIS PLAN, DEVELOPMENT OF THIS PROPERTY SHALL BE CONSISTENT WITH THE REQUIREMENTS OF THE CITY OF OCOEE CODE. 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 EMERGENCY SERVICES. THE CITY MAY REQUIRE THE OWNER TO EXECUTE AN EASEMENT IN RECORDABLE FORM WITH RESPECT TO THE FOREGOING, 5, ALL LEGAL INSTRUMENTS INCLUDING BUT NOT LIMITED TO THE DECLARATION OF EASEMENTS, COVENENANT5 AND RESTRICTIONS, ASSOCIATION DOCUMENTS AND DEEDS CONVEYING PROPERTY TO A HOMEOWNERS ASSOCIATION OR PROPERTY OWNERS ASSOCIATION SHALL BE APPROVED BY THE CITY PRIOR TO PLAT APPROVAL AND SHALL COMPLY WITH ALL ORDINANCES OF THE CITY IN EFFECT AT THE TIME OF RECORDING OF ANY SUCH INSTRUMENT. 6, A MASTER HOMEOWNERS ASSOCIATION WILL BE CREATED FOR MAINTENANCE AND MANAGEMENT. OF ALL COMMON AREAS AND FACILITIES UNLESS OTHERWISE NOTED AND SHALL COMPLY WITH ALL CITY ORDINANCES IN EFFECT AT THE TIME OF INSTRUMENT RECORDING. -I, ALL ROADS WILL BE PRIVATELY MAINTAINED BY THE HOMEOWNERS ASSOCIATION UNLE55 OTHERWISE NOTED. g FINAL STREET NAMING WILL BE COORDINATED THROUGH THE CITY BUILDING DEPARTMENT AT TIME OF FINAL PLAT SUBMITTAL. 9. THE DEVELOPER SHALL CONSTRUCT APPROPRIATE CURB CUTS TO ENABLE THE CONSTRUCTION OF RAMPS AT ALL APPLICABLE RIGHT-OF-WAY INTERSECTIONS (AND OTHER AREAS AS REASONABLY REQUIRED) IN ORDER TO PROVIDE PHYSICALLY CHALLENGED PERSONS ACCESS TO SIDEWALKS AND STREETS. SIDEWALKS ABUTTING EACH PLATTED LOT SHALL BE CONSTRUCTED AT THE TIME A UNIT 15 CONSTRUCTED ON THE LOT, WHEN SIDEWALKS ARE CONSTRUCTED ON CORNER LOTS AT CERTAIN LOCATIONS, THE WALKS 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. 10. IF ANY LIFT STATIONS ARE REQUIRED ON THE PROPERTY, THEY WILL BE CONVEYED TO THE CITY AT THE TIME OF PLATTING. ALL SUCH LIFT STATIONS SHALL BE FENCED WITH BLACK VINYL CHAIN -LINK FENCE WITH POSTS AND RAILS PAINTED BLACK AND SHALL BE SET BACK NO LESS THAN 25' FROM ANY STREET. SUCH LIFT STATIONS SHALL ALSO BE SCREENED WITH HEDGE -TYPE SHRUBBERY SUCH AS VIBURNUM OR L IGUSTRUM. 11, ALL UNDERGROUND UTILITIES SHALL COMPLY WITH ORDINANCE NO. 95-17 WHICH REQUIRES PEDESTAL -MOUNTED UTILITY BOXES TO BE PLACED BACK OFF THE STREET, NO MORE THAN 5' FORWARD OF THE FRONT BUILDING SETBACK LINE, 12. SECURITY LIGHTING FOR INTERNAL STREETS, PARKING AREAS, DEVELOPMENT ENTRANCES, POOL/PAVILION/RESTROOM AREA AND KIOSK AREA SHALL BE INSTALLED BY THE DEVELOPER AT THE DEVELOPER'S SOLE COST AND EXPENSE PRIOR TO A CERTIFICATE OF COMPLETION BEING ISSUED. THE COST OF OPERATIONS WILL BE ASSUMED BY THE DEVELOPER IN ACCORDANCE WITH ORDINANCE NO. 95-17, 13. PURSUANT TO ORDINANCE NO, 2001-15, ALL SUBDIVISION SIGNAGE MUST BE CONSISTENT WITH THE LEGALLY ASSIGNED 51.115DIV1510N NAME. ANY 5U55EQUENT SUBDIVISION NAME CHANGE MUST BE APPROVED BY THE CITY COMMISSION. 14. EXCEPT WHERE OTHERWISE PROVIDED, THE DEVELOPMENT STANDARDS FOR R-3 ZONING WILL APPLY FOR THIS DEVELOPMENT. 15 ALL BUILDING PAD ELEVATIONS SHALL EXCEED THE 100 YEAR FLOOD ELEVATION BY A MINIMUM OF TWO FEET, 16 TRASH PICKUP WILL BE PROVIDED FOR EACH INDIVIDUAL UNIT. NO DUMPSTERS SHALL BE UTILIZED FOR WASTE DISPOSAL. 1�. ALL ON-51TE UTILITIES INCLUDING ELECTRICAL, CABLE TV AND TELEPHONE SHALL BE PLACED BELOW GROUND, 1g, ALL TRACTS WHICH ARE TO BE OWNED AND MAINTAINED BY THE HOMEOWNERS ASSOCIATION SHALL BE CONVEYED TO THE HOMEOWNERS A550CIATION BY WARRANTY DEED AT THE TIME OF PLATTING. Ig, EACH FIRE HYDRANT SHALL BE OSHA YELLOW IN COLOR AND BLUE REFLECTIVE MARKER SHALL BE AFFIXED TO THE STREET IN THE CENTER OF THE LANE CLOSEST TO EACH HYDRANT. 20. THE PROJECT IS TO BE DEVELOPED AS A PRIVATE GATED COMMUNITY AND SHALL COMPLY WITH ALL APPLICABLE ORANGE COUNTY ORDINANCES AND RESOLUTIONS WITH RESPECT TO GATED COMMUNITIES, INCLUDING BUT NOT LIMITED TO ARTICLE Vill, CHAPTER 34 OF THE ORANGE COUNTY CODE, A5 WELL AS ANY AMENDMENTS TO THAT ARTICLE THAT MAY BE ENACTED THERETO. ALL REFERENCES IN SAID COUNTY CODE CHAPTER TO THE "COUNTY" SHALL BE DEEMED TO REFER TO THE "CITY" FOR PURPOSES OF THIS REQUIRE- MENT. IN THE EVENT THAT THE CITY ADOPTS AN ORDINANCE REGARDING GATED COMMUNITIES PRIOR TO PLAT APPROVAL FOR THIS PROJECT, THEN THE PROJECT SHALL COMPLY WITH THIS ADOPTED ORDINANCE. 21. AN "OPTICOM" PRE-EMPTION DEVICE AS WELL AS A "KNOX BOX" WILL BE REQUIRED FOR BOTH ENTRANCE GATES. 22, ALL DECLARATIONS OF COVENANTS AND RESTRICTIONS AFFECTING THE PROPERTY SHALL INCLUDE THE FOLLOWING PROVISIONS: A. PROVISION ALLOWING THE CITY TO LEVY, COLLECT, AND ENFORCE ASSESSMENTS FOR MAINTENANCE OF THE COMMON AREAS IFTHE ASSOCIATION FAILS TO DO BO OR FAILS TO MAINTAIN ASSESSMENTS AT A LEVEL ALLOWING FOR ADEQUATE MAINTENANCE. G. PROVISION THAT ANY AMENDMENT TO ANY PROVISION AFFECTING THE CITY REQUIRES THE CONSENT OF THE CITY IN AN INSTRUMENT RECORDED WITH THE AMENDMENT. H. THE ARTICLES OF INCORPORATION AND BYLAWS OF THE ASSOCIATION SHALL BE CONSISTENT WITH THE FORGOING PROVISIONS, 23 THE CITY OF OCOEE IS SUBJECT TO THE TERMS, PROVISIONS AND RESTRICTIONS OF FLORIDA STATUTES CHAPTER 163 CONCERNING MORATORIA ON .THE ISSUANCE OF BUILDING PERMITS UNDER CERTAIN CIRCUMSTANCES. THE CITY HAS NO LAWFUL AUTHORITY TO EXEMPT ANY PRIVATE ENTITY, OR ITSELF, FROM THE APPLICATION OF SUCH STATE LEGISLATION AND NOTHING HEREIN SHOULD BE CONSIDERED AS SUCH AS AN EXEMPTION. 24. ANY DAMAGE CAUSED TO ANY PUBLIC ROAD AS A RESULT OF THE CONSTRUCTION ACTIVITIES RELATED TO THE PROJECT SHALL BE PROMPTLY REPAIRED BY THE DEVELOPER TO THE APPLICABLE GOVERNMENT STANDARDS AT THE DEVELOPER'S 50LE COST AND EXPENSE. 25. THE DEVELOPER SHALL COMPLY WITH ORDINANCE NO. 2001-19. 26. RECREATION AMENITIES, INCLUDING A TOT LOT, POOL AND PAVILION ALL MEETING THE CITY'& LDC REQUIREMENTS SHALL BE PROVIDED. 21. NOTHING HEREIN SHALL BE CONSTRUED TO WAIVE ANY PROVISION OF THE LAND DEVELOPMENT CODE EXCEPT TO THE EXTENT EXPRESSLY BET FORTH ON A WAIVER TABLE OR EXPLICITLY SET OUT ON THE PLAN. 25, THIS PROJECT. MAY NOT BE DEVELOPED UNTIL SUCH TIME AS TRACT 2-5 OF THE WESMERE PROPERTY PSP IS CONSTRUCTED AND ACCEPTED BY THE CITY OF OCOEE. 29, ALL SCREEN WALLS, LANDSCAPE BUFFERS, ALL COMMON AREA LANDSCAPE IMPROVEMENTS AS WELL AS SIDEWALKS ALONG THE FUTURE LOCAL STREET AND ALONG ALL OTHER PERIMETER PROPERTY LINES SHALL BE COMPLETED PRIOR TO ISSUANCE OF THE CERTIFICATE OF COMPLETION. 30. STREET TREES SHALL .BE PROVIDED BY THE HOME BUILDER AT A RATE OF ONE TREE PER TOWNHOME UNIT PRIOR TO CERTIFICATE OF OCCUPANCY FOR EACH BUILDING. AT LEAST HALF OF THESE STREET TREES SHALL BE SHADE TREES WITH A MINIMUM OF 3"-3.5" DBH AND 10' TALL AT INSTALLATION. THE REMAINING STREET TREES SHALL BE UNDER5TORY TREES AS DEFINED IN THE LAND DEVELOPMENT CODE. 31. THE PLAN SHOWS AVAILABLE PAD SIZE FOR REFERENCE ONLY. FOR EACH IND.IVIDUAL LOT, THE BUILDINGS SHALL NOT EXCEED 10io LOT COVERAGE AND THE TOTAL OF ALL IMPERVIOUS SURFACES SHALL NOT EXCEED '15io LOT COVERAGE. 32. THE DECLARATIONS OF COVENANTS AND RESTRICTIONS SHALL INCLUDE LANGUAGE REQUIRING THAT GARAGES MUST BE USED FOR PARKING CARS AND THAT PARKING WILL BE PROHIBITED ON THE PRIVATE STREETS, EXCEPT IN DESIGNATED OFF-STREET PARKING SPACES. 33. THE DECLARATIONS OF COVENANTS AND RESTRICTIONS SHALL INCLUDE LANGUAGE REQUIRING THAT IF TRASH CANS ARE USED AT INDIVIDUAL UNITS, THEY SHALL BE STORED IN THE GARAGE, BUT IF THEY ARE STORED OUTSIDE THE GARAGE THEY WILL BE SCREENED FROM VIEW WITH A DECORATIVE FENCE AND/OR LANDSCAPING. 34, THE VILLAGES OF WESMERE TOWNHOMES WILL COMPLY WITH ALL OF THE APPLICABLE STANDARDS IN SECTION 6 -15 OF THE CITY'S LAND DEVELOPMENT CODE (MULTI -FAMILY DEVELOPMENT STANDARDS). 35, STORMWATER MANAGEMENT FOR THIS DEVELOPMENT WILL BE CONTAINED IN TRACT 3, WET RETENTION POND OF THE WESMERE PROPERTY PSP. THIS POND WILL BE CONSTRUCTED AND APPROVED BY THE CITY OF OCOEE PRIOR TO OR CONCURRENT WITH THE CONSTRUCTION OF THIS PROJECT. 3ro. THE LANDSCAPE BUFFER TRACTS ALONG THE FUTURE LOCAL STREET SHALL HAVE, AT A MINIMUM, SHADE TREES PLANTED EVERY 30 FEET AND 6HRU555 PLANTED ALONG AT LEAST 25510 OF THE LENGTH OF THE WALL. THE BUFFER WALL SHALL BE CONSTRUCTED AT LEAST 5 FEET BACK FROM THE ROAD RIGHT-OF-WAY LINE. 3-1. IF ANY FENCE ENCLOSURES ARE CONSTRUCTED IN THE REAR YARD OF ANY UNIT, THERE WILL BE A GATE OPENING INTO AN OPEN SPACE BEHIND THE UNIT. 35, A MINIMUM 30 FOOT SEPARATION MUST BE MAINTAINED WHEN THE REAR OF A UNIT FACES THE SIDE OF AN ADJACENT UNIT. BECAUSE OF THIS REQUIREMENT, SCREENED ENCLOSURES WILL NOT BE PERMITTED AT THE REAR OF UNITS (o(o AND 67 AS DESIGNATED ON THE SITE PLAN AND SUBDIVISION LOTTING PLAN. 39 DRAINAGE EASEMENTS BETWEEN LOTS ARE SHOWN FOR LOCATION ONLY, FINAL EASEMENT DIMENSIONS (WIDTHS) WILL BE SHOWN ON THE FINAL SUBDIVISION PLAN AND WILL BE SIZED TO MEET CITY REQUIREMENTS. i 40. UNLESS OTHERWISE NOTED, A 5' UTILITY AND DRAINAGE EASEMENT WILL BE PLATTED ALONG ALL SIDE LOT LINES BETWEEN BUILDINGS, AND A 10' UTILITY AND DRAINAGE EASEMENT ADJACENT TO THE STREET RIGHT-OF-WAY. 41, ANY LIFT STATION SHALL BE CONVEYED TO THE CITY OF OCOEE BY WARRANTY DEED FREE AND CLEAR OF ALL LIENS AND ENCUMBRANCES PRIOR TO OR AT THE TIME OF PLATTING. 42. ALL DRAINAGE, UTILITY AND MAINTENANCE EASEMENTS SHALL BE FOR THE BENEFIT OF THE HOME OWNERS ASSOCIATION. THE LAND BURDENED BY SUCH EASEMENTS SHALL BE OWNED BY THE INDIVIDUAL LOT OWNER5. THE DRAINAGE AND UTILITY EASEMENTS SHALL 15E DEDICATED TO THE PERPETUAL USE OF THE PUBLIC AT THE TIME OF PLATTING. 43 THIS SUBDIVISION WILL RECEIVE WATER SERVICE FROM THE CITY OF OCOEE. 44. ALL BUILDING AND SITE SIGNAGE SHALL COMPLY WITH CODE OF THE CITY OF OCOEE, 45. TRACTS 310-3711b 4 TRACT 361 WILL BE OWNED AND MAINTAINED BY THE HOMEOWNERS ASSOCIATION AND CONVEYED TO THE ASSOCIATION BY DEED AT THE TIME ;OF PLATTING. I 46, THE PROJECT IS A PRIVATE COMMUNITY WITH A MANDATORY HOMEOWNERS ASSOCIATION OWNING AND MAINTAINING THE PRIVATE STREETS AND DRAINAGE FACILITIES. PRIOR TO, OR AT THE TIME OF PLATTING, AN EASEMENT WILL BE GRANTED TO ALL UTILITY SUPPLIERS FOR INGRESS AND EGRESS OVER THE PRIVATE STREET TRACTS FOR ACCESS AND MAINTENANCE OF THEIR UTILITIES AND TO THE CITY OF OCOEE LAW ENFORCEMENT AND EMERGENCY PERSONNEL FOR INGRE56 AND EGRESS TO THE PROPERTY. B. FROV161ON GRANTING THE CITY THE RIGHT, BUT NOT THE OBLIGATION, TO MAINTAIN/ 41. ALL LANDSCAPE AREAS WILL BE IRRIGATED AND HAVE AN AUTOMATIC RAIN SENSOR. REPAIR THE SWMS AND OBTAIN REIMBURSEMENT FROM THE ASSOCIATION OR FROM THE 48. OPEN SPACE BETWEEN TOWNHOME UNITS, WHICH 15 NOT PART OF AN INDIVIDUAL LOT, SHALL BE OWNED AND DEVELOPER IF (1) TURNOVER OF CONTROL TO THE MEMBERS HAS NOT OGCURED, OR MAINTAINED BY THE HOMEOWNERS ASSOCIATION. (2) IF THE DEVELOPER 15 STILL RE51FON515LE FOR MAINTENANCE OF THE 5WM5. 4g, THE DECLARATION FOR THE SUBDIVISION SHALL CONTAIN A PROV161ON GRANTING THE CITY OF OCOEE THE C. PROVISION PROVIDING THAT THE SWMS WILL BE TRANSFERRED TO A RESPONSIBLE RIGHT, BUT NOT THE OBLIGATION, TO REPAIR AND MAINTAIN THE STOfRMWATER SYSTEM SHOULD THE TINUE TO LEVY AND COLLECT A56E65MENT6 AND IMPOSE LIENS WITH RESPECT THERETO, HOMEOWNERS ASSOCIATION FAIL TO DO SO AND SEEK REIMBURSEMENT FROM THE HOMEOWNERS NOTWITHSTANDING THE DISSOLUTION OF THE ASSOCIATION. ASSOCIATION, OR FROM THE DEVELOPER IF (1) TURNOVER OF CONTROL OF THE MEMBERS HAS NOT OCCURRED, OR (11) IF THE DEVELOPER IS STILL RESPONSIBLE FOR THE MAINTENANCE OF THE 5TORMWATER SYSTEM. THESE RIGHTS WILL BE CONSISTENT WITH AND LI ITED TO RIGHTS GRANTED WITH ARTICLE VII, D. PROVISION THAT THE ASSOCIATION SHALL AT ALL TIMES BE IN GOOD STANDING WITH THE CHAPTER 34 OF THE ORANGE COUNTY CODE. FLORIDA SECRETARY OF STATE. E. PROVISION THAT AT THE TIME OF TURNOVER OF CONTROL OF THE ASSOCIATION TO THE MEMBERS, THE DECLARANT SHALL DELIVER TO THE BOARD OF DIRECTORS THE MAINTEN- ANCE PLAN FOR THE SWMS ACCOMPANIED BY AN ENGINEER'S CERTIFICATION THAT THE SWMS IS FUNCTIONING IN ACCORDANCE WITH ALL APPROVED PLANS AND PERMITS. TO THE EXTENT THAT ANY SUCH ENGINEER'S REPORT INDICATES ANY CORRECTIVE ACTION IS REQUIRED, THE DECLARANT SHALL BE REQUIRED TO DILIGENTLY UNDERTAKE SUCH CORRECTIVE ACTION AT THE DEGLARANT'S EXPENSE AND TO POST A CASH BOND WITH THE ASSOCIATION FOR THE ESTIMATED COSTS OF SUCH CORRECTIVE ACTION. F. PROVISION THAT NO PROPERTY OWNED BY THE CITY OR ANY OTHER GOVERNMENTAL ENTITY SHALL BE SUBJECT TO ASSESSMENTS LEVIED BY THE ASSOCIATION. 50. SHORT TERM RENTALS (RENTAL TERM LESS THAN Co MONTHS) SHALL BE PROHIBITED. THIS RESTRICTION SHALL BE INCORPORATED INTO THE DECLARATION FOR THE SUBDIVISION AND SHALL PROVIDE THAT THE PROVISION MAY BE ENFORCED BY THE CITY. 51, THE DECLARATION FOR THE SUBDIVISION SHALL PROHIBIT RV AND BOAT PARKING WITHIN THE SUBDIVISION. 52. THE DECLARATION FOR THE SUBDIVISION SHALL PROVIDE THAT NOTWITHSTANDING THE CONVEYANCE OF THE STORM WATER RETENTION PONDS TO THE HOMEOWNERS ASSOCIATION, OR ANY PROVISION TO THE CONTRARY CONTAINED IN THESE CONDITIONS OF APPROVAL, THE DEVELOPER SHALL REMAIN RESPONSIBLE FOR THE MAINTENANCE OF THE PROJECT'& STORMWATER MANAGEMENT SYSTEM (SWMS), INCLUDING ALL STORMWATER RETENTION PONDS, UNTIL SUCH TIME AS (1) THE ENTIRE &WM& FOR THE PROJECT Ig CONSTRUCTED AND APPROPRIATE CERTIFICATES OF COMPLETION ISSUED BY BOTH THE CITY AND SJRWMD, (11) THE STORMWATER RETENTION PONDS HAVE IN FACT BEEN CONVEYED TO THE HOMEOWNERS ASSOCIATION. (III) THE HOMEOWNERS ASSOCIATION IS DE5IGNATED AS THE MAINTENANCE ENTITY ON THE RECORDS OF THE SJRWD 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 SWM5, AND (V) THE CITY HAS BEEN PROVIDED WITH A WRITTEN STATEMENT FROM THE HOMEOWNERS ASSOCIATION AGKNOWLEDGING RECEIPT OF THE DEVELOPER'S3 PROPOSED MAINTENANCE PLAN WITH RESPECT TO THE SWMS AND THAT THE HOMEOWNERS ASSOCIATION 16 RE5PON515LE FOR MAINTENANCE OF THE 5WM6. 53. THE DECLARATION FOR THE SUBDIVISION WILL INCLUDE LANGUAGE REQUIRING A 6' PRIVACY FENCE ON ALL THREE SIDES OF ANY LOT WITH AN ACCESSORY STRUCTURE, PER SECTION 5-68 OF THE CITY OF OCOEE LAND DEVELOPMENT CODE. 54. THE DECLARATION FOR THE SUBDIVISION WILL INCLUDE LANGUAGE REQUIRING LIMITATIONS ON THE SIZE AND PLACEMENT OF ACCESSORY STRUCTURES AND FENCES IN CERTAIN REAR YARDS. 55. A 20-FOOT' Cl-EAR OPEN SPACE AREA BETWEEN BUILDINGS SHALL BE OWNED AND MAINTAINED BY THE HOMEOWNERS ASSOCIATION. 5(o. BIKE RACKS, SEATING BENCHES AND TRASH CONTAINERS SHALL BE PROVIDED WITHIN COMMON RECREATION AREAS PER CITY CODE. 51, ENTRANCE GATES SHALL BE EQUIPPED WITH REMOTE ACCESS DEVICE FOR EMERGENCY VEHICLE ACCESS PER CITY CODE. 58. ALL SITE LIGHT FIXTURES SHALL DIRECT LIGHT DOWNWARD TO MINIMIZE SPILLOVER LIGHTING, PER CITY OF OCOEE CODE SECTION ro-14(0)2. 59. APPROVAL OF THIS PROJECT (S CONDITIONAL UPON AND SUBJECT TO THE PRIOR OR SIMULTANEOUS APPROVAL OF THE PRELIMINARY SUBDIVISION PLAN AND FINAL SUBDIVISION PLAN FOR WESMERE PROPERTY. (o0. PROJECT TO BE CONSTRUCTED IN ONE PHASE. rol, DEVELOPER TO INSTALL FOUNTAIN WITHIN MAGUIRE ROAD STORMWATER PONDS. 62. REAR YARDS SHALL BE CONSIDERED 100% IMPERVIOUS FOR PURPOSE OF STORMWATER COLLECTION 63. INTERNAL CROSSWALK STRIPING IS TO BE PROVIDED AT FINAL GONSTUCTION. ro4, HANDICAP RAMPS SHALL BE PROVIDED AT ALL STREET CROSSINGS. �5. ALL SINGLE-FAMILY RESIDENTIAL DWELLING UNITS SHALL BE IN A PRIVATE, GATED COMMUNITY WITH PRIVATE ROADS, SIDEWALKS AND RELATED FACILITE&. EACH SUBDIVISION PLAT (OR SEPARATE DOCUMENT) SHALL INCLUDE AN EASEMENT FOR PEDESTRAIN 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 PEDESTRAIN AND BICYCLE ACCESS. NO OTHER FACILITES SHALL BE USED BY THE ASSOCIATION 15 DESIGNATED AS THE MAINTENANCE: ENTITY ON THE RECORDS OF THE BENEFICARIES OF THE EASEMENT, SUCH AS, WITHOUT LIMITATION, COMMON AREAS AND RECREATIONAL FACILITIES± ALL COMMON AREAS AND RECREATIONAL FACILITIES± SHALL BE TOTALLY FOR THE BENEFIT OF THE RESIDENTS OF THE SUBJECT PROPERTY. THE RESTRICTIVE CONVENANTS SHALL SET FORTH THE PROCEDURES FOR A66URING THE ABILITY TO UTILIZE THE FOREGOING EASEMENT. 66 THE DEVELOPER SHALL DEDICATE AND CONVEY TO THE CITY TRACT "350" (RIGHT-OF-WAY) AND "352" (RIGHT-OF-WAY) UPON PLATTING OF THE PROJECT. THE DEVELOPER SHALL PROVIDE THE CITY WITH A METES AND BOUNDS LEGAL DESCRIPTION AND SKETCH OF DESCRIPTION FOR THE PROPERTY TO BE CONVEYED, SAID DESCRIPTION AND SKETCH BEING CERTIFIED TO THE CITY AND SUBJECT TO THE REVIEW AND APPROVAL OF THE CITY. THE PROPERTY SHALL BE DEDICATED AND CONVEYED BY THE DEVELOPER TO THE CITY BY SPECIAL WARRANTY DEED FREE AND CLEAR OF ALL LIENS AND ENCUMBRANCES EXCEPT FOR THOSE MATTERS ACCEPTABLE TO THE CITY. THE FORM OF THE SPECIAL WARRANTY DEED SHALL BE SUBJECT TO THE APPROVAL OF THE CITY. THE DEVELOPER SHALL, CONTEMPORANEOUSLY WITH THE DEDICATION AND CONVEYANCE OF THE PROPERTY, PROVIDE TO THE CITY A CURRENT ATTORNEY'& OPINION OF TITLE OR A CURRENT TITLE COMMITMENT TO BE FOLLOWED BY A POLICY OF TITLE INSURANCE, EVIDENCING THAT FEE SIMPLE TITLE TO THE PROPERTY IS FREE AND CLEAR OF ALL LIENS AND ENCUMBRANCES EXCEPT FOR THOSE MATTERS ACCEPTABLE TO THE CITY. THE COSTS AND EXPENSES RELATED TO THE CONVEYANCE AND DEDICATION OF THE PROPERTY, INCLUDING THE COST OF TITLE WORK, SHALL BE BORNE SOLELY BY THE DEVELOPER. REAL PROPERTY TAXES ON THE PROPERTY SHALL BE PRORATED A$ OF THE DAY OF THE CITY'& ACCEPTANCE OF THE CONVEYANCE OF THE SAME, AND THE PRORATED AMOUNT OF SUCH REAL PROPERTY TAXES ATTRIBUTABLE TO THE DEVELOPER 5HALL BE PAID AND ESCROWED BY THE DEVELOPER IN ACCORDANCE WITH THE PROVISIONS OF SECTION 19ro.295, FLORIDA STATUTES, PROVIDED, HOWEVER, THAT IF THE CONVEYANCE OCCURS BETWEEN NOVEMBER I AND DECEMBER 31, THEN THE DEVELOPER SHALL BE RESPONSIBLE FOR REAL PROPERTY TAXES FOR THE ENTIRE YEAR. NEITHER THE DEVELOPER, ITS SUCCESSORS AND ASSIGNS, NOR ANY OTHER PERSON OR ENTITY SHALL BE ENTITLED TO ANY IMPACT FEE CREDITS OR OTHER COMPENSATION OF ANY KIND FOR, ON ACCOUNT OF, OR WITH RESPECT TO THE REQUIRED CONVEYANCE OF PROPERTY. m 67. AT FINAL SUBDIVISION PLAN, THE APPLICANT WILL PREPARE A TRAFFIC SIGNAL WARRANT ANALYSIS FOR 4 THE INTERSECTION OF WESMERE PARKWAY AND MAGUIRE ROAD. SIDEWALKS ON THE SOUTH SIDE OF STREET 'I', BETWEEN STREET 'J' AND STREET 'G', AT THE TOT LOT, SHALL BE INCREASED TO 51X (ro) FEET WIDE. Ix 69 TOWNHOME ROOFS WILL BE CONSTRUCTED WITH TILE OR A TILE -LIKE PRODUCT UNLESS THE DEVELOPER DEMONSTRATES TO THE CITY THAT THERE IS A SUPPLY 155UE PREVENTING THAT TYPE OF ROOFING PRODUCT. U. 10. ALL MUTT -FAMILY RESIDENITAL BUILDINGS COMPRISED OF THREE OR MORE DWELLING UNITS, REGARDLESS 0 OF SQUARE FOOTAGE OR NUMBER OF STORIES, WILL INCLUDE AUTOMATIC FIRE PROTECTION SYSTEMS. U) 11, NO COVERED PATIO STRUCTURES CAN EXTEND PAST THE BUILDING SETBACK LINE ALONG THE PERIMETER z OF THE PROPERTY. 0 12. THE EXISTING OVERHEAD WIRES ALONG THE PROJECT'S MAGUIRE ROAD FRONTAGE 5HALL BE PLACED UNDERGROUND BY THE DEVELOPER. 13. AN ADDITIONAL 0.22 ACRES OF OPEN SPACE AS REQUIRED TO MEET THE 30% MINIMUM OPEN SPACE CRITERIA FOR THE TOWNHOME5 SHALL BE PROVEDED FOR WITHIN THE REMAINDER OF THE WE5MERE z PROPERTY. APPROVED: MARCHll 4 FLA. REGISTRATION NO. 52781 DATE : z' / n®gc ®30i® moui® Ln ~ ~ ~ z z z z � 0 0 0 0 0 U) t t - U U U o: W d a a Of CD _ co co N [ � V La .NN o o1 cNo E O co i � m 0.0 � aD SLL Lu CD o U d. c J02 � ` - N 1? r. a� v EB7318 LB6680 LCO337 LLW ZDF MDS 50-66005 COA-1 3 8/15/05 67, „ � r 7/ I ------ _____________________1--_--_---__________------___ \\ / 1 Y W I IF II i MILL CREEK VILLAGE w I -- -------- ;; WESMERE AT OCOEE UNIT 1 ;; `S I o BROOKSTONE UNIT 1 Z UNPLATTED ( UNPLATT ED I it (ZONING PUD) w n ZONING R— ( 1 A) ' o �\ > (ZONING R-1 A } (ZONING C-3) o > m (ZONING A-1) GRAPHIC SCALE ” - -- -m- - 10' TRACT TO BE CONVEYED F 80 160 ------—Y---------------------------- —� }.' a` - V -- ■ TO CITY OF OCOEE AT TIMEISO OF PLATTING TO ACCOMMODATE /f%' i I RIGHT TURN LANE I ( IN FEET N 1 INCH = 80 FEET !_ .....W€ST--ENTRANCE -SIGN i - 25' LANDSCAPE. ..... N !� MASONR A LL................-- --- - - ----- --------------------- SITE DATA I-�-'_." _�-_...._. •----- ------ --- =�_--- __ - - _-- -------------------------------==':"may:-=,=•=�-�_.�-------__-_- IGENERAL _=- y��.�,�< BUFFER =� �-a-�- __ -- __ —_ _ ____ _____ __ _____ _—___ __ __ __ _ _ SITE AREA 4948ACRES • -'-- � � :� i -- -- _ _ 26 ) .. _._ q— � — -- •— — S � r - U - � Q • ,� m -- TRA�L_3Zt. -------- -------'------ ____ �. - ! - - TRACT TABLE IMPERVIOUS SITE AREA 24.05 ACRES (48fol%) PERVIOUS SITE AREA 25.4 ACRES (51.339.) PROPOSED TRACT USE MULTI -FAMILY TOwNNOMES - � O --------- '- �c- ``— .. �., .. ---• � - - --- - N 0 0 0 a 0 IL v M m 0 e6 ,o 0 0 0 rn v d 0 O CD CD 0 z z w i to 3 i N d o'' L c 1- 0 2 E 3 0 N rn 0 0 to I 0 0 0 0 1" _ems F- _.� O tf)m ________ .___ _.—� a• 4; 1=1 i ' r7 W 70'x18' SPACES — — — toEl IEXISTING STORM 15' LANDSCAPE 246 v (TMP) .I BUFFER m \ - - - ¢I , ,249 251 253, 255 57 59 261 263 245 �' 247 248 1250' 125212541 1256 ,258 260 262 26 - 295 I, MANAGEMENT TRACT _ 1 1 ,1� _ ( -- I I 11,110 SQ. FT ! i , 8,910 SQ, FT EXISTING LIFT :/ { 244 • ' F' 296 o --: _-- __ 1 2 I U -- - - -- -- --- --------- 1 L� • STATION `� j '� f �► • \------��4� - _ _ - - - - _ - - -- _ ---- -- - v,,.�-�,_�a=_/ 1 1 _ _ 20 PRODUC i 20 PRODUC '1' o - �'` 243 CJ _ Cl 1 -- - -- -- C O ABBE-- _- I U rr 1 � I a I - a:. EXIST ING �11FF / G TO S RM � 242 / LANDSCAPE I 1 o BUFFER M N I ------ — . E A AGEMENT TRACT39 _________________ _________ _____ ________- _______________ -_ . -_.__ _ —_ y . 299 04 EX. ACCESS ROAD Ij1 r 240 TRACT 370 300 o ;, 6 I --- DECORATIVE ALUMINUM - - ' T - 220 - . 0 WATER PLANT �, „L KEY '�• • I PAD FENCE WITH COLUMNS 301i TO REMAIN 9 MASONRY WA LL TRACT OWNERSHIP MAINT, LAND USE 310 H.O.A. H.O.A. R.O.W. all H.C.A. W.O.A. REL/OPEN SPACE 312 H2O.A. H.O.A. REL/OPEN SPACE 313 H.O.A. HOA. OPEN SPACE 314 H.O.A. H.O.A. OPEN SPACE 315 H A .O HOA. N OPE SPACE 316 W.O.A. H.OA. OPEN SPACE 311 H.O.A. HOA, OPEN SPACE 318 H.O.A. H.O.A. I PASSIVE REC. 315 H.O.A. H.O.A. OPEN SPACE 380 CITY CITY ACCESS TRACT 381 W.O.A. H.O.A. OPEN SPACE 362 CITY CITY RO.W. EXISTING ZONING R-3 FUTURE LAND USE HIGH DENSITY RESIDENTAL (MAX, 16 DU/AC) TOTAL PROPOSED UNITS 369 -30' UNITS 210 (LOT NOS. I-210, 283-294 4 322-369) -20' UNITS 99 (LOT NOS, 211-262 t 295-321) GROSS DENSITY 1.50 DU/AC. MAXIMUM 1 I BU LD NG HEIGHT TOWNHOUSE UNITS 35, - CLUBHOUSE 35' MAXIMUM I U BUILDING COVERAGE 13b8 ACRES (21.65 0) MINIMUM LIVING AREA 1200 S.F. PER UNIT SCHOOL AGE CHILDREN 149 (OA04 STUDENTS PER UNIT) SELLER DEMAND PER UNIT/DEVELOPMENT 300 GPD/DU-110,100 GPD WATER DEMAND UNIT/DEVELOPMENT 350 GPD/D1.1-129,150 GPD .' •' ' • ' _22I I H.O,A. INDICATES HOMEOWNERSASSO CIATION COMMON AREAS SHALL BE OWNED, OPERATED, AND MAINTAINED25 SETBACK y. CITY INDICATES CITY OF OCOEE DEDICATED TRACT BY THE HOMEOWNERS ASSOCIATION. LL ENTRA�E GATE \ 218 223 265; 1267i 269i 1271 273 2751 7 9 :{ DECORATIVE ALUMINUM j ! - - 238 ,266 268 270 12721 '274 ' 127 j 127 '2_8 1282 _ _ _ 3O2 I ALL TRACTS OWNED AND MAINTAINED E W.O.A.SHALL TRIP GENERATION ! I I I ' i. I BY THE BE SUBJECT TO ERATION CALCULA Ca. 91 FENCE WITH COLUMNS ; --.- - - `, 217 U ,�� 224 --- 11,110 SQ. FT 8 910 F ' TIONS ;gT', • _- _ _ p _ _ / SQ T• 303 I GO AND RESTRICTIONS WHICH J `- �/ , .• P _ _-..• •� OPEN SPACE o I 237 20' PRODUC 2O' PR --- WILL ENSURE THE FUTURE MAINTENANCE PER ITE TRIP GENERATION MANUAL 6TH EDITION: U --==ti_ 5 '-P- MULTI PURPOSE FIELD 216 0 O „ %'' 225 t� - �DUC I OF THESE AREAS AND FACT ITI 1 PROPOSED LAND USE CATEGORY, RES. CONDOMINIUM/TO �. Q i' '� � _ (n (n r•1 H 304 I L ES N A UNHOUSE 1230) -' J f•- TRACT 371 Lc 1. t SAFE, HEALTHFUL ANp ATTRACTIVE PROPOSED DWELLING UNITS: 369 1- LIVING ENVIRONMENT AVERAGE DAILY TRIPS lWE KDAY) 215 0 <' o a 226L-T LL U 305 I E 5,86 TRIP ENDS PER DWELLING UNIT FSERVFD , TRACT 374 W r p,;-.; t0'x18' SPACES --- AVERAGE DAILY TRIPS (WEEKDAY); (5.86 TRIPS/DU) •369 2162 TRIPS ! - / —�. LL! - O a - ¢ 235 Ci O (nP,) TRACT 379 10'xis' SPACES--- p _ I 214 .= N <'N -227 -' N a (T'P') O O 306 ( AM PEAK RATE: 0.44 TRIP ENDS PER DWELLING UNIT I�-- Lj 234 0 1 t ---=�;------•--- -- _. AK HOUR: F1213 228 N MASTER DEVELOPER TO TRIPS i -- 6 i °' o':.' "' ,960 SQ. FT 982 S F n' 307 PROVIDE DEDICATED I M PEEAK RATE: 0.54 4 TRIP PEND$ PER DWEILLINGIUNIT 1 _ 233 c� , 1 Q. T I 7 I C ED LEFT P.M. PEAK HOUR: (OB4 TRIP/DU) • 369 DU : 199 TRIPS 24.0' _ - 12'x18' He 212\ Y229 -" I ; , 30 PR( , I 30' PRODUC { I "d I ,� I I TURN LANE WITH 350' OF i 1 ,! I ; •SPACE 308 (TYP.) 232 I I , , , ,>: _ j 2 �? I _ _ _ 1� STORAGE AND A 50' TAPER PARKING SUMMARY 0, Room • .. ��■�1w��.w� Imo.. ..� •�■�■a�..+��'04 / _ �- " ON 1 •.• _ = (MutsuWF ... �• 1 _ ,gin .� ; �� �- = — • olk-. 3 • � ---- _ r ' �� rOU'AagoNowligmIIM INS • • � • • � .� ■ I ; I . Emir IN No OMNI EM ON • ., •, �.. o >e I I ■ ■■ �l■.■� ..�I■1.gl�lr �......! \ �i■ I , 10 �' • ••• • • :!• A • ••• • • •!• • ••• • • � ---- � .o • ..•• � � � • .■•• sx' � rri • '-•• _mac �` �� �' �, wr- Imo. • ..•• . . • ; _' • • rK 0111=1=1161101; w pis SON an ON No ' . ■ iiii■.�� ii ii�...... �iiii.�.� � � r■ ��`� • • ■ 1 ��' ��!■ �ii�■■■� �■ - WNiue _ ®® • mill! • • PASSIVE ■� �® (TRACT 378) ! - '''<;� 30 PRODUC 30' PRODUC ; 30' PRODUC I - --• �' I 26 ;' _ _ 1i2 / I - 1 i 114 0 13 t // c: 2 7 LL U , / � I I p 28 .:.. k, N � � - - -- --- T FACT 370 -_ - -- ,i � _ -. -- 2 �t 10'xt8' SPA 1-- , - '' • ---.- o - --- - --- - — - — .---'- 62 : 1 rn O , ai N ' 61 \ t f i i i -•::{. � . I-(UE 9'x18' SPAC ES 15'�'p)ASSIVE .A n 60'.30, 11 \ , ,I 34 35 36 CREATI32,,,-_33 ON C t \ 5u9CT FT , 37 40 41 4II45 46 Ii 5, 5 55 8tt�356 O�p' -' - ��3F PRO �3STSQ. FT. $FRODC 9,960 SO, F T 6,806 SQF 3 TRACT3 ____________----------------- ------ ----------------- 30PRODUC C 30'PRODUC_ - "` 315''; ACCESS :�;_...--- ----� . .___. _ TRACT TO BE � . -- ---- ---- -- -- ' ---- i ----- --_ __ _ _ _ •. -- ---0€G9ATh/E 4 UAA- -- - - - - -- - -- PEDESTRIAN-SCHOOL 25 SETBACK - -� - - 15' FENCE WITH �; DRAINAGE _---•--.. _ DEDICATED TO THE .� ACCESS /2OLUMNS EASEMENT I CITY OF OCOEE I i - I I i it I { - ___. •_ -- _..6, \ '' i WALL/FENCING LEGEND \ �-- EXIST. CITY OF OCOEE !i'{, �:� TAN VINYL FENCE FUTURE SCHOOL TRACT LOT 2 WATER TREATMENT PLANT ---- DECORATIVE ALUMINUM FENCE W/MIASONRY COLUMNS -0---•- MASONRY WALL t COLUMNS (BY MASTER D E V E L 0 E R ) `\ (ZONING R — 3) MASONRY COLUMNS W/DECORATI VE ALUMINUM SEE FINAL SUBDIVISION PLAN FOR WESMEREFEN 1 . I FOUNDATION AND GATES (LOCATED AT N (LOCATED AT NORTH AND WEST ENTRANCES ONLY) PROPERTY -' 15' DRAINAGE EASEMENT ;15' LANDSCAPE BUFFER TOTAL SPACES REQUIRED 630 (2.25 SPACES/UNIT) TOTAL SPACES PROVIDED - INDIVIDUAL UNITS 135 C O M M E R I A L - ADDITIONAL OFF-STREET 133 - TOTAL AVAILABLE PARKING 611 L 0 T 1 RECREATION/OPEN SPACE SUMMARY (BY MASTER DEVELOPER )AMENITIES REQUIRED 5 SEE FINAL SUBDIVISION PLAN FOR WESMERE PROPERTY AMENITIES PROVIDED 9 (5 ACTIVE, 4 PASSIVE), OPEN SPACE REQUIRED 14,54 ACRES (30%) OPEN SPACE PROVIDED 12.62 ACRES (25,50%)* AMENITI S E SHALL INCLUDE L DE A COMMUNITY MEETING ROOM, 1000 SF MIN. **REMAINDER OF OPEN SPACE REQUIREMENT TO BE PROVIDED FOR IN OFF -SITE OPEN SPACE EASEMENT FLOOD INFORMATION PER FEMA FLOOD INSURANCE RATE MAP 120SDCO220 E DATED DEC. 6, 2000, THE ENTIRE SITE IS LOCATED IN FLOOD ZONE "X" - AREAS DETERMINED TO BE OUTSIDE THE LIMITS OF THE 500-YEAR FLOOD. STORMWATER MANAGEMENT STORMWATER MANAGEMENT SHALL BE PROVIDE FOR THE SITE BY THE WESMERE MASTER STORMWATER MANAGEMENT SYSTEM. ALLOWABLE IMPERVIOUS AREA FOR THE SITE, AS PERMITTED, IS EQUAL TO 1096 OF THE OVERALL SITE AREA, THE PROJECT PROPOSES 55.589. OF IMPERVIOUS COVERAGE. NOTES 1. NO WETLAND HABITATS AND/OR VEGETATION OCCUR ON51TE. 2. PROJECT SIGNAGE SHALL BE IN ACCORDANCE WITH ALL APPLICABLE CITY OF OCOEE LAND DEVELOPMENT REGULATIONS. 3. SITE CONTRACTOR SHALL CONSTRUCT ALL 51DEWALK5 WITHIN COMMON AREAS. BUILDING CONTRACTOR SHALL CONSTRUCT ALL DRIVEWAYS AND SIDEWALKS WITHIN INDIVIDUAL LOTS AND THOSE LEADING TO DOORWAY OF UNITS 4, BOTH THE NORTHERN AND WESTERN GATED ENTRANCES TO THE COMMUNITY SHALL BE EQUIPPED WITH AN OPTICAM AND KNOX KEY ACCESS. 5. THE Co FEET MINIMUM BUFFER WALL HEIGHT SHALL MEASURE FROM THE FINISH GRADE ON WHICHEVER SIDE OF THE WALL IS HIGHER, FRONT OR BACK. 25' CORNER SETBACK W/O SIDEWALK 15' MIN. REAR 30' CORNER SETBACK SETBACK*** W/SIDEWALK 20' MIN. INTERIOR LOT WIDTH ` w 20' MIN. I 5Lr, S." z IL IL a E w z o w TIFTTT7Ifa l0 ! 20' MIN, FRONT 3 SETBACK* L 5' SIDEWALK — — (ONE SIDE ONLY) xIF NO SIDEWALK IS PROPOSED ADJACENT TO RIGHT-OF-WAY, A MINIMUM FRONT SETBACK AND W' MINIMUM LOT DEPTH SHALL APPLY. **5EE TYPICAL STREET SECTION FOR DETAILS ON STREET LAYOUT AND COMPOSITION. BLDG. TYPE SQ. FEET A 1420 B 1551 C I'188 ***REAR UNIT PORCH PADS AND OPTIONAL NOTE: NUMBER OF EACH UNIT TYPE SCREENED ENCLOSURES ARE THE ONLY WILL BE DETERMINED BY MARKET DEMAND STRUCTURAL ELEMENTS ALLOWED WITHIN THE REAR YARD ****LIMIT OF ACCESSORY STRUCTURE WIDTH FROM REAR WALL OF UNIT, *****MIN. 10' UNOBSTRUCTED BUFFER TO BE PROVIDED FROM ALL REAR LOT LINES TYPICAL 20' LOT AND UNIT LOT NOT TO SCALE 25' COI _ ER SETBACK W/O SIDEWALK30' COWER SETBACK 15' MIN. REAR W/SIDEWALK ' SETBACK*** <_ 30' MIN. INTERIOR 0 LOT WI T D H 71 20' IN. BL _ S * IF SIDEWALK IS ADJACENT TO RIGHT-OF-WAY A 2' M IMUM FRONT SETBACK AN I 5 IN RO D 00' MINIMUM LOT DEPTH SHALL APPLY, s* 5 TYPICAL STREET SECTION FO SEE L REE SE N R DETAILS N STREET D L5 O LAYOUT AND COMPOSITION. tax � THE REAR UNIT PORCH PADS AND p OPTIONAL SCREENED ENCLOSURES ARE tt1 EP RATI ssss -c � THE ONLY STRUCTURAL ELEMENTS z Q ALLOWED WITHIN THE REAR YARD. i5 U w ****LIMIT OF ACCESSORY STRUCTURE WIDTH E � REAR WALL OF UNIT. *****MIN. 10' UNOBSTRUCTED BUFFER TO BE @ 1 .5' I15' PROVIDED FROM ALL REAR LOT LINES 20' MIN. FRONT p 5' SIDEWALK SE7BAGK* — — — — (ONE SIDE ONLY) In z 0 W x N V -N W >N _ ¢ rn d> 0 NC,D a -a N p c U C7 RS (D � +� O a� ' C6 '` L ccmu- °°- co c� I N co 0 d. 1 CV O r CD Q LL c O U LLW ZDF MDS 50=-.66005 MSP-1 EB7318.LB6680 LC0337 NOTE: NUMBER OF EACH UNIT TYPE WILL BE DETERMINED BY MARKET DEMAND TYPICAL 30' LOT AND UNIT LOT w NOT TO SCALE BLDG. TYPE 60. FEET A 1405 B 1690 C 1953 D 2215 APPROVED Es Z_ 4 MARCD. 5 HLI DATE : 7 •' *40 a 12/16/05 •. 67 FLA. REGISTRATION N0.52757 N Y i 0 d I 0 v T Q] 0 W LD 0 0 3 0 un 0 0 m I 0 i z Z i 3 L � c 3 1-0 V E N 3 0 N N > 0 I a a 0 0 0 r V ... -----------------------------------'---------------- u MILL CREEK VILLAGE I WESMERE AT OCOEE UNIT 1 p BROOKSTONE UNIT 1 UNPLATTED UNPLATTED (ZONING PUD) (ZONING R-1 A) (ZONING R-1 A) (ZONING C-3) (ZONING A-1) Ln z I I I _I ------ ------ i - _ ;_ N 51046.8616 ° ----------------------------._---------------'-"` N 51521:8832__- E 50021.0474 E_ 50024:5884 ' -- -- -- ---- -4I 12"W � ---- - - ---- ------ K-- ------.- ------- -VNoo4NQO4__-------- 0- ..-..__.._..- _....._-.-._.-_....._- -- I - - - _ - -- - -- -- -- - _ - - - - --- --- -- - -- --- --- --- --- --- --- --- --- --- --- -- --- --- u� - _ f 6Lt+NWY - � .1 AiTi Ir r •' I •� I NNr�Nlgf{8)g� QPN �mWNW 295 I - -296 I i - -297 298 j i Lit 299 300 j 301 Z OD rr I ii I ' H ■ 1 mpg �F � .• EXIST. CITY r • •• DEVELOPER) WATER TREATMENT . :D• FOR WESMERE (ZONING R-3) PROPERTY om ;a M m z U) C� > -I O ME O -� r1--1 ;o 0 aN M m 0 C D m r I- >O z -D m �7 LINE TABLE LINE LENGTH BEARING L1 478.56 S89'53'17"W L2 204.96 N00'44'12"W L3 401.11 N00'44'12"W L4 50.54 N00'44'12"W L5 96,37 N89'48'32"E L6 284.08 N89'49'05"E L7 275.01 N89'49'05"E L8 280.00 N89'49'16"E L9 114.54 N89'49'05"E L10 607.90 N00'33'04"W L11 609.67 N00'33'04"W L12 214.78 N00`32'57"W L13 269.13 N89'25'56"E L14 286.03 N89'26'56"E L15 275.00 N89'26'56"E L16 295.00 N89'26'56"E L17 279.99 N00'33'04"W L18 460.70 N00'33'04"W L19 200.00 N00'33'04"W L20 279.96 N89'26'S6"E L21 290.04 N89°26'52"E L22 444.50 N00'33'04"W L23 61.74 N04'55'07"E L24 144,65 N0033'04"W L25 280.00 N00'33'04"W L26 30.84 N00'33'04"W L27 55.02 N04'04'05"E L28 282.72 N00'33'04"W L29 24.93 N06'01'12"E L30 137.84 N89°15'48"E L31 282.83 N89'15'48"E L32 259.35 N89'15'48"E L33 2.90 N89'15'48"E L34 214.29 N00'23'20"W L35 135.79 N00'44'12"W L36 133.55 N89'15'48"E 1-37 282.40 N89'15'48"E CURVE TABLE CURVE LENGTH RADIUS C1 731.74 440.00 C2 93.55 980.00 C3 97.34 1020.00 C4 90.57 1080.00 C5 81.02 1005.00 C6 59.64 520.00 C7 96.32 1020.00 C8 82.47 430.00 C9 43.23 218.48 GRAPHIC SCALE • •• :• 160 IN FEET :• FEET rIL 0 N LAJ (=1)3 � 0 I= moa p cd� _v uj `p LL N Is>t FLL � W J -NFco � `- O r � Co=1, I..J 0 CIS U .:'.:�, is '. �,= _ .f•..�;.-..::; :: EB7318 LB6680 LCO337 bi LLW ZDI= MDS Fm LL1 50-66005 GEO=-1 Lu r� ON T:� :,I. APPROVED MAiFt;�ST Hl.) r� FLA• REGISTRATION N0.52781 DATE'; _ 2 / °® /� 8/15/05 67 2 0 D. I 0 m 0 (55 ,o 0 0 L, E N 16 d, 0 0 to ,o I 0 0 0 0 I' '' i ; I I n I i / I I II k____ -y/ II I it Iz MILL CREED VILLAGE ! i I WESMERE AT OCOEE UNIT 1 i BROOKSTONE UNIT 1 UNPLATTED j; ( ) (ZONING R-1 A) (ZO;NING R-EIXA�-I• (ZONING C-3) ZONING PUD I i I ---- J II RIM L. 127.17 I �'�___ i INV. EL. tV 121.51 ! ( ) EX. C.I. -------f------------------------__--.._- =_ = 11 i � i ri _. _._...._..-- :�,- -- ----- - ---- -- --- -- _------ ---._.._..- -- - --- -- - --- -- --- ----- ---- I - -- ---------ER;-� r- -----------kW)-.122:2-7------- •------------•-•--------_------------ --------_- _:_ _ EX. S.M.H. E C.1. - - R1Tv1 EL. 127:9T ' �'� j --1. RIM EL. 127.61 R M EL. 127.66 j RIM EL. 127.34 INV. EL. (N) 121fi81 ! I INV. EL. (N) 119.38 INV, EL. (N) 120.74 i INV, EL (N) 121.26 - (S) 121.I (E) 119.46 EX_C.1__...._ - --- -- - - -- - - _� S) 121.14 _ ;_ a_ r - _ _._ {- z - _ _ .- .----------------------- --_- 91 .. __ * RIM EL 126.72 i _._ _+ -----.__----I -- =Q -x - RIM EL. 12733 J;; i - ,_ INV. EL. (N) 119.77 I I ---- I INV, EL (N)•_121.73_ ....-----.._.-..-----.. - : .. . ......... .... ... - - -- -- - - - - --- --- -- - --- -- - - - _..... - - - - m-_ _ _ - _�-- - - - - - -- - - - - - - - - - - -, w_-- -. - _ -- - - - -- - _-�-I�T: - {S) 119 68 S 121 63 --_.. --.- _..., r ....-- --- .-- - -_- _ --------------= ---------- -------- - -_ - ---- - - - -- �-_ .._.,,:_____... - _ ,. . _ _._ �:_. -._. r. �f_ _ - - -- -- - --- - - -- -- - -- -.. . - -1` •--�--____--__-___------•---,------ = --- - ---- - - T ------------ - --- --- - - -- ---- �, - - -. tf ; EX. MITERED END ,' �,. r , - E H {}::. j, I I II 't t RIM EL 126.54 INV. EL. (N) 120.6I is f-1z :> INV. EL. 121.17 (W) : x ___ _ _ -- - 1 ; 11 g i I C I. INV. EL. (N) 120,74 (S) 120.77 -�4 -' �; -�- _ --- --- - - ---- --- -=- --- --- -- --- - - -- --- --� -- --- -_ _-- --- - - -- -- - -- . __ `' - 2� - - _ ...,_ _ _ _ -.a - _.. �s) �i20 j I I i _ ; 1� - r - 1 51 91 li J t 1N alI i. - - - �' : 7 T EX. C.S. 1 ; .... i 'I:.:T. ; :: II I ( VI RIM EL. 125.70 - - - - - 249' 12511 253 255 57 12591 1261 I 2631 - I :: ;. RIM EL. 125.72 EX. MITERED END 1 C .. 248' 250, 252' 254; '2 6 258 2601 1262) 126 - 295 „ -- - !__ 1 _ --- --- I - - - _ INV. EL. (N) 121.30 1 245 2471 I I I • INV. EL. (N) 126.72 I S INV. EL. 119.73 (W) I - - - - '- - I I I I i.. 4 - I l (E) 122.72 D -8 �I :1 (S) "'."123.47 ; �^ 244 I j I t I ' I 296 uII i : --- -- _ ------------------------_------------..----- ; ---- -- 2 EX. MITERED END X. MIT R N I 43 ` D 5 1 t I I I- 297 { I :,I E EEDED I I I ! - - INV. EL. 122.99 N r - - - - 1'' I I `I' I ` -55 )! 1 ( ) 1 INV. EL. 122.74 S ,' t:• I' I _ I , _ __ : ;j 2 �. r _: , 71 I . -- ( "IfEX, 24" RCP --- - ----- ------ - - ___ - - - 1 • .1� - - - --- - ,, {- _ D -- - : j -53 , ASIN -�- 299 I , I _ . -- --56 - ---- t ' 240 i. - _ -_ - `' DIVIDE, -- { - - a: :'; s # 220 221 i :i I ,. ( 301 --- 1 i ! 23 I - 9 =1 A B 5 ( •I. ! { I i` _ O Y• I q` 'i yl s% • 219 , ( s _ 22 2 1 i i I I ( 218 t I -- --- I -- �' i' I I i --I I i BASIN - - - 265, 2671 269, 1271 , ,273 2751 7, 9, 1 , T 302 ' I i -- - - - - -- 238 `. ;266, 1268 ,270, ;272 274 27 , ,27 ,28 ;282 - _ ._ _. _ _ _ __ r' DIVIDE 217 224 ---_ t I I i I I # 303 I OPEN SPACE # - - - - - - - J I 237 ! ! i I i ! i - - - - I _ ._ . ' -- _ -} it 216 225: MULTI PU POSE FIELD }1 i 304 ri •, II ( I I ----- ------ i 236 ! ! --- I F - ! I - ! __I - - -- - 1 I I I i I --- --- -=t - I ) 215 226 EX. C.B. ! �•,11 I RIM EL. 125.48 '..:. .......... --- - - - - - - 305 � K__ INV. EL. S 123.48 - - - - - - - - ��� ( i- I �� i11 _I __ -� - - --- --- - .. _ - j .._ ..._ _ I I 213 I -- - - _ - 214 227 �- �' '� -I ----- . I i 228 ( ! I :• I I i I -, I i ;C( j - - - - - , , ---- - - - --- -I 233 I I 1 - - - - i I - ( .� i 307 l , # 1 ! -- �.• ,f,,� I 212 229 I - - - - �': ; 1 i 308 ! f 1 I !I '� i # -- - ----- U t - - 232 ,, _--- !t� 1 !_ E_ _ _ . _ _ _ ' A -3 ! `f 283 284 285 28 87 : 288 289 . 29 I. - ' # 211 230 - - - ' - -- 0 291 292 293 294 - 1r D 5 -- �, _ I`��� _ I . __ t i { 310 _ ._ . I I a - - __ _ _ ._a..-__ ;' j : :r 1 ----- - - D 9 - D �1 :, f; 3 311 ....:....... D6 -----____._._ - - - - - - -- --- '_ i • 4 . ,: i 51 D 50 D _ _..-- ... f '- ! I F .; �a , I I 4 _ i 4• - 1 :l D 48 I - 4 _ - AB `6 t I �J �/ 1 I I i ! I # I �I•• I # 'L '! 1 ... I*, '. ..! W.... (! 13 _ •V 3 # - 0- A 1 LL LL I I - I. I I �m l , i t S t �' `! � i i ! 5 'r 210 ; :` D-1 I , 327 314 ! t --�i -- .. AB-1 ` i # f - 348 1347 1 346 1345 344 1 1 - - - - - - try,, D 1 I I \• I I 1;. ! C I' --- - _ -'--- --'--! ,. ',` # I 1 } I I i ! I 1 �- - _. _ .. _._ ) •.- 315 i f, ii% 6 �: 209 " `` I I 343 i 342 3 1 i 340 i 339 338 1 337 '• 336 1335 1 334 1 333 332 1 331 330 1 329 1 328 1 326 I # --- - - - --t I \ I /% RB-1P I I { i I I i I II -- j i # ...r. --- ' -{ �Pt -- i ! I--- -- 1 r. _BASIN -- ! ;; i ! : '' I! 7 i # _. _-- __.. 1 -._L_ w---�--7 ! # i # 1 X. C.B. BASIN I CLUB OUSE # ST-2- # - �- _-.,1_.- .-_!..� I BASIN=-{ �-. - - -. - - 325 i I. -DIVIDE ' !i 1.r-- 318 NV. EL. (S)�124.57 DI VIDE; ! - - - ! -- ---- ---- -- ----- -- -- '' - - - .- - �, 207 K T-1 I 1 1 i ' ( j O) VIOE -.--i - ; ----------L- - I 324 -I I� �: I ( I I I I i I I- I 319 II E1 8 - - -- ! _-I_-_ I - - - - - - i - { %I ! 323"Ji- 320 1i - r ..._.- ..- _ - - 06 1 I } i 354 1 355 56 ! 357 ( 358 I I I I i I ,...:. t:; ; `., ; - - - -- _ 1 ! ' i -4 349 , 350 351 352 , 353 359 1360 ; 361 1 362 ' 363 ' 364 365' 366 367 ' 368 ; 369 �- - - - - ` 9 111.1 i ii P 4 ; 321 li _ _ ��� _ 205 i 1 POOL -11 # D-12 I AB-8 ; ' ! 322 p-61 t, _ ' I! ! 10 -I -14 ) -201 I i i ( - - I 1 : �.. I. : t: - I : ( I .i I 27 D 1 �<. i It.I.. - �.-_ t i D-29: -,': �:: I ....:. . ... : !LN D 18 •t3 D-2$ AB-7 1 1 - - D 15 - ' ': �, �. .t - - {{ F. !' 13 I .! i . _ ` AB- I is i I ; 1 - _ # i ~� _ _.. f #- I I i ( D-64- 1 9 8 ' 8 1 189 : 190 1 191 1 192 193 1 194 195 196 1 197 1198 199 12001 201 1202 2031 204 # 92 91 V, 90 8 8 87 86 85 �- - - :i:J:: 1 # ! 14 �. i I --- - - -- - - - - --- I I 78 I , : I I 83 I 1 F E i I I I i i 128 I 1 I --- -_ 5 i 4 w----- -- - ---- ! -- ! I - !U 77 j i ! L BASIN - - �- - - - --- --- - --- ST-6 1 ! m_I w J _ 82 I��I w •r _ f ' , i `.(_,f r ter.. ----- ---- -'--- - ---- . / , I. Wr i ----------- ---- -- -- --- -- - - -- - -- O - I # I i- 1 �-) I I s1 .11 f ! i U - .. -. i I I I 130 I 123 �' - I - --- - - �' - - - '-- -- S _ 4 I ._ .. {{ _ Q 17 188 1 187 1186 ! 185 1184 i 183 182 1181 (180 179 178 i ! ' ! I I ! ; 1­1 �_, 177 176 17 74 7 I 0 1 0 ! • i; .- ..-- - • -- ---- I ` 131 122 1 5 1 1 3 � f i I - ` I I 1P, I{ I $.... _._ _ ( 93 I 94 95 I 96 97 I I I 1 98 99 1 100 `- - ,. : i , . 1 ! I I 79 -, �... ( r it ji 74 P f: I D 2 ST 6 i 1 i I I C� ` t 1 ! ! 9 i 1 1 2 i.({ 132 - I I 24 I i I _� b• 6 I i, jr ; J. r I� i ,-- �- I , 1. 20 _ ' O I I.11 D-31 133 I D ?1: --- - I i i�;1�11 -- - ----_....------ -- -- ----- 1 73:.I 20- - _ , 'w '--L_wf.. } .__ ,.a... I vr_ I - 1:> 11 9 - 134 ' -�;' •1 I I 1 I1. t�l:�, I- I ,1: I c� 1 - ! I -- t •i' •i. - -- - - •�b •26 t D -22 - ';� T- t 1 _ } 2 ; f E Q 71 I� I• D 3 i.' .. I i 1 , I I I / �'Ji }' 22 j 157 158 159 1 0 1 1 1 I - k' 6 6 162 ,• 163 164 1 1 1 7 1 I ...-.11 ' • , -.... • 65 66 - 6 68 169 170 171 172 � � _ _ .._ _ ___.__ � 106 105 104 103 102 1 101 :ir;`� � ! I - - - ,� X. C.B. t 4 iLt 23 } I 117 _1 I t 36 RIM EL. 127.39 _ _ I I i I I ( ST-12'' r -i t I f - I 1 I ST 1 :1- 1 1 z i INV. EL. S 25.19 : , - --- -- -(- ---_..___._.._.__...__ .__...._...._. - - --- .I-------=----1-- - �- - -. - g �. # �' () - I :i i 6 r /' 1 1 `• '- � --'--- '-- - -- _ -'-- .--- -- - - -- - --- -'- - I # 116 �' # 109 ;BASIN � �; %' 11 i ( i i OIVIDE <' , , i ! 1 I I I# ! 110 ;/ �r11 j 25 i1- 138 115 �: :: ! •� fir. f__ 56 155 1 4 1 _ __ ___. _ _ _ 5 53 152 151 150 14 14 47 14 14 4 1 i! i 9 8 1 6 5 14 43 14 141 -- - _ -_-- ...._. _ _ _.._. 2 '. ! I I I I I �, _ ' 139 I I 114j L.ill 66 i �� , D 3 I i/ 1 , .. , 140 113 /, 'r r I 1.t I 1 j)] y/ > i ,: ...... •• ' 1 2 t I I 39 _ T 4 S 1 I , - 35 - - , - - i D 40 �, • D 43 4 ,' I F _.fL--z. BASIN .�'� :, 'AB-13 12 - 1 ,.... . _ - _ ._ _.. _ _ .__.. . __._ _.__..---- DIVIDE _. _- -- L j.., :, 2 ,, , , - �� 4 --i L__--. „ , ----- - - - - -- . 1 _ �- - r -:' �D 41 29 r - 61 L - J rr -ir i l - •1 _- _ _ it 4 r i :, , 1 J •. t •�7 � r D 3 I 3 f. I 1 I 1. 1 60 r r. I 30- t r i # . •i 59 r' ,I. I , i 1 I-`--� 58 °I: 32 33 4 I 3 35 6 , 3 ( I 57 1 I I i _w�1 1, -.-=t:- �---x ! I 31 I ; I ( :•i' 37 38 , , 1 I 1 1 I 1 I 56 ! - I "I'll\ : 39 40 , 41 42 , 43 , 44 , 45 46 47 48 4 50 , 51 52 , 53 , 54 , 55 ' � ,/ � � =: '.• .-.. ` -j- -' - I- -- -- -- - - - -- - - --I- -- -- - - - . - - - \\ 1 i I ! I I I I I I i I j 1, 1 :L% - r ' _, ._� ..- - - -----...---- -------.-- -I--- `!- t _ �. 1 I,._ ----------------. --_..` ."/ ! i , t'- '%�--' r' - It r:' i r, 2 __--_-.__._.__..__._-.__-______._.--.__.-- _ _ _i_ - # =._t� - j- L_-= - -- -- - - - �_._ - _ - - - -- - - - - - - L=Wit__-- _� .f / ____ t- - -- -- -L -- _._ ... - �__ ------------- --- - ---- -- -------- -------------- - -- ---- - - --- _ __-_-----------.----- __..--. ,/. - - -- ------ -- _ _ _ _ --- - �.. ----- -- -- - - -------------- - -- --- - -- - --__ - - __ - - --.....___ ..... _.. __........._ __ .-.. ... _.. . . .. x '-.- .._..._._.,.--...-_. '-•--------..,_ -----_ ----- ---- n i� �i ' ____ -.-- _._._ _.- -- ---. .._-- - - - ,.- _._ - -- --- --- ___ - _._ --- - -._ -_ _-..- - ___- _- -_ -_. `- -_ _-._ __ _ F c t., _.. \-., rim/ \ �� 1.1 �: `� _ ), . .. ---- �e !f_ �� FUTURE SCHOOL TR CT LOT 2 t_- _- - � �-0-2 EXIST. CITY OF OCOEE (BY MASTER DEVELOER f:�; `',,,� SEE FINAL SUBDIVISION PLAN FOR WESMERE i WATER TREATMENT PLANT (ZONING R-3) I PROPERTY \ I UNPLATTED (ZONING A-1) CD _< ;0m D m z (%) C� r�11- M (- m c r;u O � -o o --i M o < r7 �U (A�l -, - C D T-22* 2 �_0 m I- I- D z Q 0 CCU �'�� GRAPHIC SCALE • 40 :• 160 r :0 FEET GEOTECHNICAL SOIL BORING INFORMATION PROVIDED BY YOVAISH ENGINEERING SCIENCES, INC. 100± ACRE TRACT MAGUIRE ROAD GEOTECHNICAL REPORT NO. 02-E1063.01 DATED JULY 15, 2003 BORING EX. GRADE DEPTH TO SHWT SHWT AB-1 124.98 1.60 123.38 AB-2 125.47 1.60 123.87 AB-3 123.88 1.90 121.98 AB-4 1 23.88 1 ,90 1 12 .98 AB-5 125.37 2.10 123.27 AB-6 124.07 1.20 122.87 AB-7 124.27 1.50 122.77 AB-8 123.67 2.20 121.47 AB-9 124.17 2.10 122.07 AB-10 124.67 2.30 122.37 AB-11 125,37 2.50 122.87 AB-12 124.67 2.30 122.37 AB-13 125,37 2.00 123.37 AB-14 126.75 1.90 124.85 AB-15 127.40 2.60 124.80 AB-18 125.47 2.10 123.37 AB-19 124.37 1.70 122.67 RB-11 125.47 2.10 123.37 RB-12 122.97 2.10 120.87 RB-13 125.07 2.30 122.77 * PART OF TOMLYN BOULEVARD INFRASTRUCTURE DESIGN SOILS nn nn PER THE USDA S.C.S. SOILS SURVEY, ORANGE COUNTY, FLORIDA, THE FOLLOWING SOIL TYPES OCCUR ONSITE. SOIL SYMBOL DESCRIPTION HYDROLOGIC GROUP 2 ARCHBOLD FINE SAND x 3 BASINGER FINE SAND, DEPRESSIONAL x 26 DNA FINE SAND x 37 ST. JOHNS FINE SAND x 40 SAMSULA MUCK x 42 SANIBEL MUCK x 43 SEFFNER FINE SAND x 44 SMYRNA FINE SAND x 54 ZOLFO FINE SAND I x ii mireiff, ACCORDING TO THE FEDERAL EMERGENCY MANAGEMENT AGENCY FLOOD INSURANCE RATE MAP FOR ORANGE COUNTY, FLORIDA AND INCORPORATED AREAS, MAP NO. 12095CO220 E, WITH AN EFFECTIVE DATE OF DECEMBER 06, 2000; THIS SITE LIES ENTIRELY IN FLOOD ZONE "X". FLOOD ZONE ' IS DEFINED AS AREAS DETERMINED TO BE OUTSIDE OF THE 500-YEAR FLOODPLAIN. Call two full business days (but not more than five) before digging to find out where bur ied led facilitie s (electric, , telephone, e gas, tele h n P cable wa ter) are locat ed. It's the LOW. 1-800-432-4770 www.callsunshine.com FP&L (305) 347-3900 Sunshine State One Call of Fic NOTE: FOR DRAINAGE STRUCTURE AND DRAINAGE PIPE SIZE AND LOCATION REFER TO SHEET DSD-1 DRAINAGE STRUCTURE DATA TABLE. CONTRACTOR SHALL INSTALL SILT FENCE AROUND THE ENTIRE PROJECT PERIMETER PRIOR 'f0 THE START OF CONSTRUCTION ACTIVITIES. SEE STORMWATER POLLUTION PREVENTION PLAN. z OCC mi �IW V OCC IIIIIIIIIIIIIIIIIIIIIIIII in z 0 In > w a N M to * N N mg W c co r~ > rn 1 d> 0 °�° za 1= N ' C cti m o m �"'V IF V va S g � • - M 0 W a 1 eU rn �U- N 19 c C, -gyp �§ � . U_ IIIIIIIIIIIIIIIIIIIIIIII, - U -Ef. 1;,it.'. I:F,% -,�,. '..'.-jC is EB7318 LB6680 LCO337 ® LLW ZDF I MDS •: W 50-66005 F" ...­ Cl) MDP�-1 APPROVED / f /-,. 1 - i:i.lt i;1%. -O` 6 MARCT 1 .7,®�. 8X15/05 67 PLA. REGISTRATION N0.5278DATE DRAINAGE LEGEND CENTER LINE FRIGHT OF WAY LINE (R/W) PROPERTY LINE (PL) / EASEMENT LINE EXISTING STORM DRAIN LINE, CATCH BASIN, MANHOLE AND FLOW STORM DRAIN LINE, CATCH BASIN, MANHOLE AND FLOW CONCRETE SIDEWALK �-- SURFACE FLOW ARROW PROPOSED ELEVATION FF = 129.301 FINISHED FLOOR ELEVATION SWALE CENTER LINE BASIN DIVIDE SOIL SYMBOL r,,----- GENERAL NOTES 1) CONTRACTOR SHALL GRADE OPEN AREAS TO WITHIN 2" OF DESIGN GRADE TO ACCEPT SODDING. 2) FINAL BUILDING PAD ELEVATIONS SHALL BE 4" LOWER THAN THE PROPOSED FINISHED FLOOR SHOWN ON THE PLAN. 3) ALL ON SITE PAVEMENT MARKINGS SHALL BE THERMOPLASTIC. 4) ALL SIGNAGE, WALLS, AND SITE LIGHTING TO HAVE SEPERATE BUILDING PERMIT AND TO BE CONSTRUCTED PER CITY DEVELOPMENT CODE. 5) SIDEWALKS SHALL BE SLOPED PER PLAN, 12:1 MAX. SLOPE AND IN ACCORDANCE WITH ALL APPLICABLE HANDICAP REGULATIONS. 6) ALL DISTURBED AREAS WITHIN OFFSITE RIGHTS -OF -WAY SHALL BE RETURNED TO ORIGINAL OR BETTER CONDITION. 7) CONTRACTOR SHALL PROVIDE TREE PROTECTION MEASURES AS NEEDED. 8) GRATE ELEVATION FOR INLETS WITHIN ROADWAY REPRESENT EDGE OF PAVEMENT ELEVATION. 9) SITE CONTRACTOR SHALL CONSTRUCT SIDEWALKS WITHIN OPEN SPACE AREAS, COMMON AREAS, OPEN TRACTS, AND ALONG THE ACCESS ROAD WITH SITE INFRASTRUCTURE, SIDEWALKS ADJACENT TO LOT FRONTAGE SHALL BE CONSTRUCTED BY THE HOMEBUILDER. 10) CONTRACTOR TO VERIFY LOCATION OF ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION, 11) IT SHALL BE THE CONTRACTOR'S SOLE RESPONSIBILTY TO COORDINATE WITH PROGRESS ENERGY ON ANY WORK IN THE VICINITY OF OVERHEAD OR UNDERGROUND POWER LINES. 12) ALL STORM SEWER SHALL BE RCP. Coll two full business days (but not more than five) before digging to find out where buried facilities (electric, gas, telephone, C coble, water) ore located. It's the Low! E 1-800-432-4770 www.colisunshine.com FP&L (305) 347-3900 Sunshine State One Coll of Florida, 71nc. E-7 r-•' ,j]�i..._ 0 i MATH I SEE 5 5 EET I 16" WM 4, \6 VC i �- 1 L. 1 5.4 :L ( 1 � 4 j N I 1 2 � II U- LL I 3 12s.12 i I i j I 4 00 5 N II Q j 6 w 1 �Sc W o I 7 01 � i 128.25 i U U j Q I 8 w I 9 N .� II 10 V- 12s.s Im I MILL CREEK WLLAGE PLAT BOOK EX. C.I. WESMERE ARKWAY RIM EL. 126.80 29, PAGE 81 INV. EL. 122.67 ■ 15 " WM 12 " FM EX. C.S. RIM EL. 125.72 INV. EL. (N) 126.72 (E) 122.72 16" WM \� 16 WM - EX. 24" RCP-\ 16" RWM 16-RWM EX. C.I. --- --- --- - --- -- - - -- - - I -- -�,�---..__ --- �� RIM EL. 126.77 `�� ■'9 EX. 24 RCP-i INV. EL. 120.77 '-- -- - ^`o%- - -- -- - --- - - - - - n1Y 8" FM -- EX. 30" _ RCP EX. MITERED END -11 111 EX. 24'\ INV. EL. 121.17 (W) EX. MITERED END INV. EL. 122.99 (N) D-7 N 01 I ; 11011111111 LP - 126.67 L 11I WESMERE AT OCOEE, UNIT 1 PLAT BOOK 25, PAGES 110-112 16" RWM EX. S.M.H. RIM EL. 127.61 INV. EL. (N) 119,38 (E) 119.46 12" FM EX, 42 EX. MITERED END INV, EL. 119.73 (W) EX. MITERED END INV. EL. 122.74 (S) . A ,J 126 BROOKSTONE UNIT 1 PLAT BOOK 43, GRAPHIC SCALE PAGES 47-49 � HI GHBROOKE -�� ® BOULEVARD 0 20 40 80 16" WM ( IN FEET) ^. 1 INCH = 40 FEET i6 -- ----- ..-------- ---- -------- i 6" RWM S �A EX. C.I. V 1 EX. C.I. RIM EL. 126.54 REMOVE EXISTING TURNOUT EX. C.1. - RIM EL. 126.72 INV. EL. (N) 120.74 CONST. 138.5 LF TYPE "F" RIM EL. 127.66 INV. EL. (N) 119.77 (S) 120.29 CURB AND 8' QPNC. , (5) 119.68 SIDEWALK (4 � ti^� W INV. EL. N) 120.74 (S) 120.91 127 ■� i - - ---- lllli �►�.,�Ei 8 127 126 �- EX. C.S. RIM EL. 125.70 INV, EL. (N) 121.30 (S) 123,47 125 ■ 127 246 NO t: ' ----v 128,31 ALUM. FENCE c 'a T TYP 129.05240 I 220 221 /7�V 128.8, 239 219 ` 222 i 12zs1 -- - -_- ---. . _. _...------ 127.40 1z7.o7 % 1v.ao � b, u a - -• 35 218 223 r- gZ /- 127.12 o s 238 . 217 M 00 224 LO 237 ii G' / CCJ b 128.92 � 216 N 215 214 � N 225 (I 226 U- ! 1 128.22 O)i + 236 /r p. 235 N -- - II ( t 227 234 213 3 26 d 228 U- 9 127.59 , 128.05 � 233 ......,° • '. o v � , © vim: • .. � - - �' ' •� � > ; � ® = � � . ■ � ® � � DETAILED .GRADING® :�■ii■■�■1��.� USE it's BY COURT SUPPLIER 1� ■a ■ �� 1, W, .. �♦ 000000�i0000�oo�00000 � � � �.w ;FIN po *0511C- i404oioioioo�oioioioioioioi , ... ? ■ ..... Q� . • . u•• ♦� i ♦o•��0000000 ��i►•`� I ► •GRADING� i • �Q�1 • • I ��o���oio���.��o�o�o�_o ♦o� ♦ ten' � 1 � • i � • , off' ►000t�■q BY COURTI! SUPPLIER MFF vve a; �0000000000000i� a � � ; ■ � L �l ��. oo� OioOioi000000000000000000a-,;.' � �1 _ �, ■ �� ' _....... ... ::� i.►a o�����r�.--=-., .:.:l:000�0�0001`�0o�1o�n � : 11 .. �� � �■ rQ � �•��00000000000-i-ioioioioioioioioi�ioioioioioioi:':�' Y !�, �' � � ���o�o��,0.��0•0�100oo�o.Ir0000000��'•'•�•�I'i•�II�•�/�%H�+•�il�oo�: ' ' ► � r- r _ 1170ammmmmm MGM ! a I \ j� 'r' m, ��4�•��.:�1.•.►.�i7.lo�r.�.it.�r► 1 ,1 „1■��..., �� a J am Mimi ®®® • MIMI L ��.•�i •• F ii �/►•-- d k F. BROOKSTONE UNIT 1 IGHBROOKE PLAT BOOK 43, BOULEVARD PAGES 47--49 1 . 1 75 WM 16" WM 16" WM REMOVE EXISTING TURNOUT CONST. 138.5 LF TYPE "F" CURB AND 8' CONC. SIDEWALK (4") EX. C.I.RIM A ��' E ®A® EL. 127.42 INV. EL, (N) 121.42 EX. 24" RCP ts/ - - -- -- -- ----- (S) 121,14 -- - - - - -76" 76" RWM x RWM RWM EX. C.I. RIM EL. 127.66 $� , s�sIM �'� EL. 127.23 �� oiNV, EL. (N) 121.84 scP EX. C.I. EX, 24 �� RIM EL. RCP gsINV, 127.43 IX.1 EL, N) 120.74 120.91 ti EX, 24" RCP l --- -- _. `'� � __ ^�� - - -(S}-12 50- �(W) 122.34.ti^ - ._ _ INV_ EL__(N) - - ti�ry 122.0(S) (S} 122.2 6 �� 12 FM EX. 24 RCP WALL ------- - -- ---- --- 0 0 O a I O V m 0 .t fib to 0 0 s 3 V 0 O to to I O 0 Z In E O c 3 r° >_ O V ul ID 0 I 0 0 0 O 04 O 16" WM 16" RWM-# -- RIM EL1 127.99 INV- FIl. -A° (S) 122.08 ONE •� 1 ME M6m P V ON a,., iME I■ Ir, d III .. , 1 ±� •• • _1 aft : -�� - `,� ! 1 / `� � �' ' e'er■ � � i ��,■ ■ 1 ■ 1 i J■,� .)■:• ® ® .... � ® ...�� .7 - ram: mown `ram m_- i�t • i sl ® --. FOR Fmo am mo mm m afi } ,© mff IV." 290 J _ : ri =-�� t � � �' -_. r- . • \.,,-_.__ I��� !:�+ -.. _ Ili • ' c� E ■ is ' i1 ■ \ , 1 rr � i ��, �� � �� .. _ �� _ u i it �'', ■ ®� I ® I LQ �2a ' mm • 0 1 will _ �.� ■ mv JV I I N x ----- TOMYN 12" wM BOULEVARD EX, 24" RCP --■12" FM wj a D-65 1 - ST-21 ST-22 1 + 0�1 00 I TREET 'E N TRAM E ■ D-66 -\ EX. C.I. EX. C.I. RIM EL, 127.65 RIM EL. 127.88 INV. EL. 123.75 (N) EX. C.I. INV, EL. 123.98 (S) 123,74 (S) RIM EL. 127.88 123.11 (E) [INV. EL. 123.88 (S) 2y EX. 24" RCP ._. ..... ._... - � RCP ,r {�8 RCP -' e 16" RWM � ,�9'\ �ti�� �ry�nJ ���(% ,��p try■ ,2j82 EX. ^� ?� EX. 24" o� EX. 24" � / ,n RCP ��RCP �ti �ti� RCP z 0 w 12" FM cn. - ----- - - -- RIM EL. 127.83 RIM EL. 127.64 RIM EL. 127.85 RIM EL. 128,48 INV. EL. (N) 123.14 uj INV. EL. (N) 122.39 INV. EL. (N) 122.37 INV. EL. (N) 122.91 ■ (S) 122.27 (S) 122.37 (S) 122.57 (S) 123.36 2.90 DRAINAGE LEGEND CENTER LINE C) RIGHT OF WAY LINE (R/W) GRAPHIC SCALE PROPERTY LINE (PL) 0 20 40 80 EASEMENT LINE i m i INN EXISTING STORM DRAIN LINE, ( IN FEET) z CATCH BASIN, MANHOLE AND FLOW 1 INCH = 40 FEET STORM DRAIN LINE, CATCH BASIN, MANHOLE AND FLOW r- I CONCRETE SIDEWALK WATER AND SEWER SHOWN SCREENED FOR CLARITY AND ^^r SURFACE FLOW ARROW INFORMATIONAL PURPOSES ONLY. 128.20 ELEVATION FF == 129.301 FINISHED FLOOR ELEVATION SWALE CENTER LINE BASIN DIVIDE D3SOIL SYMBOL GENERAL N®TES • • 1) CONTRACTOR SHALL GRADE OPEN AREAS TO WITHIN 2" OF DESIGN GRADE TO ACCEPT SODDING. w 0 2) FINAL BUILDING PAD ELEVATIONS SHALL BE 4" LOWER THAN THE 01 W PROPOSED FINISHED FLOOR SHOWN ON THE PLAN. uu 3) ALL ON SITE PAVEMENT MARKINGS SHALL BE THERMOPLASTIC. 4) ALL SIGNAGE, WALLS, AND SITE LIGHTING TO HAVE SEPERATE ti BUILDING PERMIT AND TO BE CONSTRUCTED PER CITY DEVELOPMENT CODE. 5) SIDEWALKS SHALL BE SLOPED PER PLAN, 12:1 MAX. SLOPE AND IN O ACCORDANCE WITH ALL APPLICABLE HANDICAP REGULATIONS. AREAS WITHIN OFFSITE RIGHTS -OF -WAY SHALL BE u ■ 6) ALL DISTURBED RETURNED TO ORIGINAL OR BETTER CONDITION, um 0 7) CONTRACTOR SHALL PROVIDE TREE PROTECTION MEASURES AS NEEDED. 8) GRATE ELEVATION FOR INLETS WITHIN ROADWAY REPRESENT EDGE OF PAVEMENT ELEVATION, 9 SITE CONTRACTOR SHALL CONSTRUCT SIDEWALKS WITHINOPEN SPACE AREAS, AS , COMMON AREAS, OPEN TRACTS, AND ALONG THE ACCESS ROAD WITH SITE INFRASTRUCTURE. SIDEWALKS ADJACENT TO LOT FRONTAGE SHALL BE CONSTRUCTED BY THE HOMEBUILDER. 10) CONTRACTOR TO VERIFY LOCATION OF ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION. 11) IT SHALL BE THE CONTRACTOR'S SOLE RESPONSIBILTY TO COORDINATE WITH PROGRESS ENERGY ON ANY WORK IN THE VICINITY OF OVERHEAD OR UNDERGROUND POWER LINES. 12) ALL STORM SEWER SHALL BE RCP, 13) ALL STORMWATER PIPE JOINTS SHALL BE WRAPPED WITH FILTER FABRIC. 'tt..s s z '•-,�P+'l.-�*^uh"s*i'C= Y J^ ��. 1:3 �`fC i�'�, rvrtito Ili` i'.J 1 }��i'4 (l"}vY�. i e.-dl "V :. {) �"-JiS' qs1 hi 1P+`k.1 'il 1i'c Stj,����5119�k.�}']kY�1•L.3��,� Rit � - � a �t 1I x r I �i%1N h n T bttgat t `tt �' t � f"s�'�i' Ala a��+ i'r i li G`4 ,'s�hs'`�%#t a�• '�i�'. C 4f Pt S'.v jh f ■■ >�E I L"r. �( of 2 G ! �i ,^� , �-d�` � ' a w 0 4 z .-- Q liji 0-3 MATCH LINE SEE SHEET PC®®4 OC I�III�;I�i ■ �l > Z. Q APPROVED : MARK D. STEHLI, P.E. FLA. REGISTRATION NO. 52781 DATE C:) >, 0 cf) LL uml R V a J J uml V, 3 O a I O U m e6 In 0 N I, F. ' 0 a 3 '9 '2 v a Lo 0 0 0 m I i 0 Z In 3 m 0 = - 3 9 2 • V) 4, a, 0 0 0 to 0 I O 1-1 0 i U O ", � I . . 10 �-`- I - .; IZa.a I1 . �' p I ° 1. - � I -, XI II MATCH LINE .T,w(\j' g ����111 - I - - ` b 128.82 729.00 LP ( i 7.46 { e I D 14 EX X --�: j _ f - .. . 128. ;� '1+ T© BE REMOVED' - a 22 U L /4 ¢I 'ULy°��. �: � I � J I 1 l i\PG® ! I i26.1 126.43 %. rnSEE �HEET a�.?L . ,I . t s' LOT ^5 = a \ 1 I1. :� = z \ ` 1 8.67 A• .. .!. L-K 11 - 2 I iz7.i1 0 .' . °. e: , e. . P :° . i a 126 45 ry . Ca L DT 26 DRAINAGE LEGEN N 1- m CENTER LINE RIGHT OF WAY LI\ E (R/W) ' ' PROPERTY LINE (P ) EASEMENT LINE EXISTING M DR IN LI E, CATCH B SIN, MANHOL AND FLO STORM DRAIN LINE, . .111 . CATCH BASIN, MANHOLE AND LO �. ,. -^I CONCRETE SIDEWALK SURFACE FLOW ARRO L T 7 128.20 ELEVATION ! I FF = 129.301 3 FINISHED FLOOR ELEVA ION SWALE CENTER LINE BASIN DIVIDE SOIL SYMBOL Z Q CL 1-- 6 Z w 1 I d 0 Q, w U U Q w GENERAL NC�1�ES ► v- UNPLA T T��S_ 1) CONTRACTOR SHALL GRADE OPEN AREAS TO WITHIN 2" OF DESIGN GRADE TO ACCEPT SODDING. g) GRATI ELEVATION FOR INLETS WITHIN ROADWAY REPRESENT EDGE OF PAVEMENT ELEVATION, 2) FINAL BUILDING PAD ELEVATIONS SHALL BE 4- LOWER THAN THE 9) SITE CONTRACTOR SHALL CONSTRUCT SIDEWALKS WITHIN OPEN SPACE AREAS, PROPOSED FINISHED FLOOR SHOWN ON THE PLAN, COMMON AREAS, OPEN TRACTS, AND ALONG THE ACCESS ROAD WITH SITE 3) ALL ON SITE PAVEMENT MARKINGS SHALL BE THERMOPLASTIC, INFR STRUCTURE. SIDEWALKS ADJACENT TO LOT FRONTAGE SHALL BE CONSTRUCTED BY JHE HOMEBUILDER. 4) ALL SIGNAGE, WALLS, AND SITE LIGHTING TO HAVE SEPERATE BUILDING PERMIT AND TO BE CONSTRUCTED PER CITY DEVELOPMENT CODE. 10) CONTRACTOR TO VERIFY LOCATION OF ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION. 5) SIDEWALKS SHALL BE SLOPED PER PLAN, 12:1 MAX. SLOPE AND IN I 11) IT SMALL BE THE CONTRACTOR'S SOLE RESPONSIBILTY TO COORDINATE WITH PROGRESS ACCORDANCE WITH ALL APPLICABLE HANDICAP REGULATIONS. ENE�GY ON ANY WORK IN THE VICINITY OF OVERHEAD OR UNDERGROUND 6) ALL DISTURBED AREAS WITHIN OFFSITE RIGHTS -OF -WAY SHALL BE POW R LINES. RETURNED TO ORIGINAL OR BETTER CONDITION, 7) CONTRACTOR SHALL PROVIDE TREE PROTECTION MEASURES AS NEEDED, '' 12) ALLSTORM SEWER SHALL BE RCP. 13) ALL'i STORM WATER PIPE JOINTS SHALL BE WRAPPED WITH FILTER FABRIC. ' D-29--� € + , - . D-17---------- -- - - ....-. - - -- ..- - - -- 1 - - - ,. I n a I' • I - + 8+0�, = �, 7+00 F - 13 00 ' 12+00 111 +00 I - +00 9 00 6+00 I P STt?EETI �E� , , , FQ -` Q w._..,t - 1.... : - - -- - -- - , --r-^ ' - �- D-16 D w 12 _ .: �- .� 2a.o2 - _._._ , ,.. r.. lb� 1 II 4 i' „ . D n, ° 11-1 - •!' D - 28 ,.F - o .. F ; o I [e -���� -. t 1 H 26.89 { e + . ..-�. . -=° 'i 1 ° .. ° ,: I •..-.�. - Z . - ell' �-=•- .. . 1 � q - . s�L- �� -- ----- IF - i _y I d , _ 33 128.12 i26.06 _' I-128.33 727.96 - - .._.__ 127.59 7 - 6 �- i A - _ ' i i J I- 1 . 3 L � - iC 26 . - .. I - .. L.:. I --- .. . .127 - I126 I.'.... - d 1.- . ...... - W -~ - I FF = 130: .. - Z.13 1 1 FF = 129.83� I FF = 129.53� - . . . �. .­'.."'.; ........... 4zs;.=� � - .. . . -... . .t . - .�. . � ' . 1, . . I-. 189 190 191 192 193 194 195 196 197 _.: . 199 200 201 202 203 2044 I21 : ---� 14 - .. .. . -. - �- : - : uj '-� : to 1'}. ' : ... � , * . .. .�. ..- � � . _. - - -.. - I .. � I I ..' A - U LJ . L LJ �1 LJ u r� .. .. 25 15 129.2z 129.22 728.97 128.97 \ 12800 .67 - c 5 g'� _ 0 . ' C) �6 ' --t 1 128.10 -°-- N 127.s2 �. N --- -- 127J5 i I' I 12a.7o ----- ------------- -- - - --- - �� P ' = 129 124 � . _- °I _ 128.98 129.28 128.47 +j. 00 - II II ° - ia ; m ;.. . = :, 129.33 16 00 ® 129.87 729.87 � 129.52 129.52 128.87 �` 4 1 �j I� I 1 II ", 26 ��� 17 II 1*, „ -11 I 188 187 186 185 184 183 - 182 181 180 179 178 177 176 ( 175 174 173� I ] I - -,a J' J9 .. ' _ - ' LL I FF = 130.73 - FF = 130.38 � FF = 129.73 64 ;° .- I :: I li , \I ( 131 122 N 0) ' 18 p.. . I . -.f j i L , -� 6-127.02 - --- --- --- - 128.12 �� 128.08 .. •.r 0 . lmIIIIIIIIIIIIIIIlIIIIIIIIIIIl i _ . . ' _ 4!r ,. w:4 :t �] 1 - cn . 128.68 . ' . - .. •;♦ 'P .. ° aa,` O - 128.12 - _ . ... . � �' �'.'.. t - 1, L., 11. Pe N °. I '. I . . . 1°7 O 1 9 ! cam, 2 .42- i 7 i' P 2 .9 P 't - a i P P a, ..4. °� ; 132 121 J P 129.03 . j I -;:� -----�i 41i-, �. --� .. ' � - 6+0 +00L. 3 ..cc ,,,,,,,,,,,,,,,,,,,,,,, 2 El E , . �. _ 1 5+00 3+00 2+00 ©�6 P D-32 STREET H , o - - a� 133 12o a' -Luo lei ° 00 00 I I um 128.2 ' : . _ , . • • ( 128.60 i s % . - N . . ° -. �- N 1 -' s _.IIIIIIIIIIIIIIIIIIIIIIIIIII s .v 1 'F , a w.• • LL -------. f.. .n , h27.77` ` " . a 127.42 II - n ..; ' ' ' q �_ .. Via° °• •P - . .. 11 p 9 I I . ° ° 134 •P . • - _ o.. . D 31 z 21 L .*. -, .: :- -� - .. I < W -7 �9 7 D 3 l,i.. - -�; . ..I. . n - • P Li . . : r . � - ' 8P ! e ..° I-j- cn W cn _ . . . . .* � ...' � L' ­ j : '.. j., - I I I n . . � . , � m. . � - . � . . 2 L.. . . . . I. - - � . ' I - 6 - 135 - 118 EX. 12" P VC J- : :0 o N7 - 26 1_ _ v 22 = - _ - �. EX. C.B.T QO - '...,�: 4 . FF - 131.08 = FF = 130.43 FF 129.93 127.19 r 128.12 RIM EL�12739 --_...-----'------ .._.. - ,., _ ° - -_4- = 3 (O _' - 166 e �� 167 1 6 127.53 - -- -. _.. . .. ...- -- -- -- -' INV. EL. S 12,�.19 N� ° 157 158 159 160 161 162163 164 165 1 9 17 ' J," 't - LL �.:. Lo 30 = G 4 I 0 171 172 �. .. 23 II �. I' .. y •. '= . L._l L1 L_I L� U U U U U U LJ U . 136 = - 11710 ■ ■ 129.97 u- 130.22 130.22 129.57 I 129.57 129,07 129.07 '� . C - P V a P - -1 _ T_ , S 0 ° FENC (TYP) \ 24 . - ... - - _ ST 11 8.57 S 12 Jc '�} • 129.27 !• 728 \ , ' . _ I 129.45 129.91 129.61 128.94 .. 22 1 _'°- . ° 26 \ 116 _ } i I� 3�'.. ' .• . `. j ? 130.47 130.47 130.17 130.17 3 � 1 37 r LOT 1 = I = _ 1 P 129.47 129.47 - 25 . n n �N N- uj n n n1. ,�� + ,2a.5 , t � _ �° 'O 138 115 -CD O II ®_ j II (� 129.7s 156 155 154 152 151 150 9 147 146 145 144 3 142 1 _ 153 14 148 14 41 1 � C ', Q _ T'. 129.3E -- _,_- 12a.9s ,W (FF = 131.33 FF = 131.03 FF = 130.33; ;'.: . . m< n C O O __ __ 139 114 1<1 LOT 32 1 ... - /• - ,�� �� I t "� �� - " lr- r . 26 . / - - . � . . .. . . I . . - , -.. - - - - ' mmj I L. .. - - 140 113 D 34 - . _ - M , 728.73 t ° N r - w '' P C - I ° :! .. _ e 1j7 J: . i . -, I . 27 17 2 .59 n w . >0 I _ ,A °. -- po .: _ D 39 4 I 40 C�4 e I ! 129. 128.0 t 2 - � O <ca \ F -, .56 - j.. • .t .P' 7 = I'ri D-35 ._ P °��, D-42-� - U t1 - . . ® LOT 33 1 r, 21 23+00 . fj� .. uj . .- . • 22+ P m 4 28 •; ..... , I. -... ,,...,,,,,..r. -.Ie..... ,,�.,... -i--- - ._ - _; /... .. .. ... (� �/ J .. I I 00 - --1- P - - - D P + �+ 1 i'-�- - . •.: � _ _-- - _- ....'l--_ .._ 0 ST-13 17+ 00 7 + LL a �.� ..�• �- �..,. ... - ' ,29.4 �Tl �I vv' .P R P L� EET-7 8+ 0 6 00 (� --..I - - 12 ' . - .. .7 1 [. • 128.81 D-41 `c .° a '- - . 9 n a `�. - _ _ - • • o - - 1.28 - ° 6 ` .. n. II D-33 s--, a 1 . , ° ° ,•� , , . P ,•e .': �_ f 127.47 °'.' __ _. I =*1 - ' _ � . I I k ' .I E: I � 30 m (1, °(1 (1 0 IN .1 , � . I9f1 C1 ­ I- -vj m - . . - r- I . . . . . - I I -wa _ � : LJ .. . . . . I i. ; :4 .. t - . ! ... � . � � . . i ' . ! I I � . Q5 0) -'�; 1.�`� � I FF = 131 33 : FI�'NC. (TYP SIDEWALK 6 / I N M e' P I�`'- 26 c 0^a 31 32 33 4 35 36 �` FF - / / .- 6 -I 129.51 c'�--' 98 rZ = 130.08� FF = 129.63( � � � Qi 1= f, - - I. I- 3 7 '` N 130.04 ` ' f .. I 1 38 / it c M o c� {� tJ^ U (� 39 40 41 42 43 44 45 j - ' `' cm j srA. 1ti+57f�'J' d I I I I 11D� 1 0� j 47 48 49 50 51 0 0 �_ II - -- . A END STREET J" 129 43 - �~ ' �- _ I t ' ® o Z5 LOT 35 130.17 -� I Ij }�' I'� j2E fr \ 128. Z ; m I _, 1.1 .,1.1.1. 129.30 1126.581-{128.921 127.97 I _ I 1 �� I �--- i --- ® ( N - -v I 129.7s J cC .c ri LOT 36 ��j�\ �J�� i I . . \ ' •' (I �1D-82�Ift .7NrW ` j + 111 -- �> ..' - ---- 1-1 . I - - - . ------a+ ' ._..-----------.----------.-,.-.--------......--,.-.-...-----.----�-.----.--. _ fJ . F- - -� WATER AND SEWER SHOWN t I _= z 0 IIIIIIIIIIIIIIIIIIIIIIIIII :::E SCREENED FOR CLARITY AND I , ) --- - = W z •L07 INFORMATIONAL PURPOSES ONLY. W (ants 7oox�s) ���f. Q -� -- .___- W cc I EB7318 LB6680 LCO337 I GRAPHIC SCALE � J W i,,,� - LLW ZDF MDS 0 20 40 80 / n j I : • :1r ,/ z - 50-66005 ( IN FEET) �� 1 INCH = 40 FEET \ PGD-3 Ill 1 1 I APPROVED MARK D. STENLi, P.E. 1 :"i: .5 9 67 FLA. REGISTRATION NO. 5278Z1 DATE : -70 0-3 Ems_ _ _ _ .. _ _ .... _ _'_ : _ _ _ .� _III . , �i/ _t I,.�� � i!i FA;',l Un SEE SHEET PGD-2/ 140.. lio 5+00 4+00 3+00 2+00----1 1+00 1+ ol +00 S TREE T 'E' .-, i I ' � , ; ; : I ; ; -------_... __-____. - — - ---1 C�l 0 5TREET 'E TRA v Vt- di -7­7 6 Man- NJ NJ ..127.5 D-64 J, GRAPHIC SCALE 84 0 20 40 80 126 r4_ 127.33128.42 K-8-51 i. WATER AND SEWER SHOWN FF 129.131— IFF 129-68 — — / "' SCREENED FOR CLARITY AND i E � ''1 't'' INFORMATIONAL PURPOSES ONLY. IN FEET F 92 91 90 89 88 87 186 85 E 83 pe) 78 1 INCH 40 FEET 00 .................... + DRAINAGE LEGEND o6 8=27 82•72S P. 77 124 7 -1_12�710 127.93 ST-6 — - — - — - CENTER LINE ST-4 ST-5 7: LL_ RIGHT OF WAY LINE (R/W) LL. 128.42 128.82 E 81 L!�_j 76 PROPERTY LINE (PL) LL_ 123 Lj L:j L:j u- EASEMENT LINE Ll u- 127.7 EXISTING STORM DRAIN LINE, I FF = 129.281 I 26 80 , h';' i �0; CATCH BASIN, MANHOLE AND FLOW STORM DRAIN LINE FF 129.681 Mix mq t' 7;, 122 J 93 94 95 96 97 99 100 CATCH BASIN, MANHOLE AND FLOW 1 II{ tl CONCRETE SIDEWALK 128.08 126.90 75 wii 79 SURFACE FLOW ARROW + NJ ELEVATION V-1 7­r- D-23 74 121 ST 6A [FF 129.301 FINISHED FLOOR ELEVATION ----------------- SWALE CENTER LINE _4 BASIN DIVIDE -- - ----------- ------------------------------ -21 120 73 4+00 3+00 2L COO ( / / , _L00 MiGi= gbr-- _ II I 1// / SOIL SYMBOL STREET Y1+00' D-25 C) + 119 GENERAL NOTES E1) CONTRACTOR SHALL GRADE OPEN AREAS TO WITHIN 2" OF DESIGN GRADE TO ACCEPT SODDING. 126.71 .+ 71 PROPOSED 2) FINAL BUILDFINISHED FLOOR SHOWNING PAD ELEVATIONS SHONALL BTHE E PLAN. 4" LOWER THAN THE 118 S Tl/l - ir r� { �f l % l t �I t/ / 3) ALL ON SITE PAVEMENT MARKINGS SHALL BE THERMOPLASTIC. 107 FF 129.53 4) ALL SIGNAGE, WALLS, AND SITE LIGHTING TO HAVE SEPERATE BUILDING PERMIT AND TO BE CONSTRUCTED PER CITY DEVELOPMENT CODE. 25 % 0//% 5) SIDEWALKS SHALL BE SLOPED PER PLAN, 12:1 MAX. SLOPE AND IN 106 101 x/ ACCORDANCE WITH ALL APPLICABLE HANDICAP REGULATIONS. 1 1 105 104 103 1.0 j 6) ALL DISTURBED AREAS WITHIN OFFSITE RIGHTS -OF -WAY SHALL BE 108128.41 RETURNED TO ORIGINAL OR BETTER CONDITION. 117 Li / 1-7 �%�' j,i / l�%/ / 7) CONTRACTOR SHALL PROVIDE TREE PROTECTION MEASURES AS NEEDED. Q) po I LlO 70 8) GRATE ELEVATION FOR INLETS WITHIN ROADWAY REPRESENT EDGE '" 1 7 % / OF PAVEMENT ELEVATION, N 109 OPEN SPACE AREAS, 116 9) SITE CONTRACTOR SHALL CONSTRUCT SIDEWALKS WITHIN OP ti /' / /, / COMMON AREAS, OPEN TRACTS, AND ALONG THE ACCESS ROAD WITH SITE INFRASTRUCTURE. SIDEWALKS ADJACENT TO LOT FRONTAGE SHALL B CONSTRUCTED NI' /�" / / ° ' j ��'BY THE HOMEBUILDER. LL_ 110 0-1 10) CONTRACTOR TO VERIFY LOCATION OF ALL EXISTING UTILITIESPRIOR 0 CONSTRUCTION. u- 'S SOLE RESPONSIBILTY TO COORDINATE WITH PROGRESS 115 11) IT SHALL BE THE CONTRACTOR E. AND < ENERGY ON ANY WORK IN THE VICINITY OF OVERHEAD OR UNDERGR 72.7 POWER LINES. 67 00, E 12) ALL STORM SEWER SHALL BE RCP. 114 13) ALL STORMWATER PIPE JOINTS SHALL BE WRAPPED WITH FILTER BRIC. .... 66 ..' / I C> 1/2 113 'a c �p/ D-42 D-43 65 64 64 14+0 129.1 I 1� . . . �. 1. - z 16+00 15+00 0 - - ------j ° / % , i/ // J / - 'LJ44 (L 0 62 L) V / �� / 61 LLJ 0 60 .2 59 z 00/ i ' / 000' 01 FF 129. 57 �r + �- / • / / 56 129.11 52 53 54 55 0- + 0 51 + 0 77 2 0 -Fl— z 128.101 2714 128.82 f... -`^ /",// / // z V) + E 0 1-7 C 4- z 0 (axis 700M.93) .407 _ = -'� '� / / 1 % / Lu Z/ Z CL 0-2 'A Lj / / (� LLJ / j /�/ , xx X ko lVV_ (ovs 700mas) 9 J107 0 N w/ i f� / LLj z > APPROVED : MARK D. STEHLI, P.E. FLA. REGISTRATION NO. 52781 DATE l__ r%O C) c\I r-L U) LLJ a) cm c") =3 C\j co .� (D j!Z -.� d' OF4 �p a 's cc",j I,!- fO U) ;5 u- cr) c> E (D OD Lug FZj C70 to C) u_ cl$ 1 7, EB7318 L86680 LCO337 LLW ZDF IDS 5.0-66005 PGD-4 10 12/16/05 - 67 O Li s O 0 0 CL 0 T m •d 0 0 0 r\ 0 rn 3 0 0 m en I 0 0 Z 3 o. L 3 i-� E ID ED 0 N O L E- 0 0 I O 0 0 cli V 0 i aim, - ma 0-M �. ---------------- �i z dZI �7{icll� ' I I pw IN i®� 7ilYl� l� l�■I: ���1���� �• �„,.r j I _I : • • • • • • 4EXIST. LAKE C. 297 .-cam • • •� AI � I i I■o3_ Lm ALB ■ II I #I III I • •EXIST. LAKE ; �;, —.P'll v` •aaaawoe�.rssaxo.�srr�a■�„A .,. - .. _ - ... �: "'..-..-ram;=..�rt.: . �: � .• I■��- ..kI WIN Iff III FA • •1t•► �,�r� .•e� _- _-lair - [ ._ III III II _ Ilt I. �!.. MINE - I --III) O (ION m■ m■ - - ■ IBM 217 lon-w_-- • ; !: Nil CONNECT TO EXIST. 16"P. 215 lot 171 227 228 R INN _ ■ I �k.:- _I��� 0"'• -• III �i■:Ir��: K', _71�M - /I■• i �.1■M � «• I EMYA� MCI • •: 4 •, 283 2841 285 28,41-287:: : • • • 29 • • 1294 GENERAL NOTES 1) POTABLE WATER AND RECLAIMED WATER UTILITY CONSTRUCTION SHALL BE IN ACCORDANCE WITH ALL APPLICABLE STANDARDS AND SPECIFICATIONS WITHIN THE LATEST EDITION OF THE CITY OF OCOEE STANDARDS AND SPECIFICATIONS MANUAL. POTABLE WATER UTILITIES SHALL BE OWNED AND MAINTAINED BY THE CITY OF OCOEE. RECLAIMED WATER UTILITIES SHALL BE MASTER METERED AND WILL BE MAINTAINED AND OWNED BY THE H.O.A. AFTER THE METER. 2) SANITARY SEWER UTILITIES SHALL BE OWNED AND MAINTAINED BY THE CITY OF OCOEE. 3) CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES WITHIN THE AREA PRIOR TO BEGINNING OF CONSTRUCTION. CONTRACTOR SHALL HAVE ALL UTILITY LINES (PHONE, ELECTRIC, CABLE, WATER, SEWER) LOCATED AND FLAGGED PRIOR TO EXCAVATION. 4) THE CONTRACTOR IS RESPONSIBLE FOR REPAIR OF ALL UTILITY LINES AND SERVICES DAMAGED DURING CONSTRUCTION INCLUDING IRRIGATION LINES AND SERVICES. THE APPROPRIATE UTILITY SHALL BE NOTIFIED OF THE DAMAGES PRIOR TO REPAIR. ALL NECESSARY REPAIRS SHALL BE PERFORMED IMMEDIATELY. 5) ALL FIRE HYDRANTS SHALL BE LOCATED 6' FROM THE EDGE OF PAVEMENT AND SHALL INCLUDE A GATE VALVE. BLUE REFLECTIVE PAVEMENT MARKERS SHALL BE PLACED IN THE CENTER OF THE ADJACENT TRAVEL LANE IN FRONT OF EACH FIRE HYDRANT. FIRE HYDRANTS SHALL BE PAINTED PER OUC CODE. 6) CONTRACTOR SHALL COORDINATE WITH THE LANDSCAPE ARCHITECT FOR THE PLACEMENT OF SLEEVES AS NECESSARY. 7) CONTRACTOR SHALL COORDINATE WITH UTILITY COMPANIES FOR LOCATION AND/OR RELOCATION OF UTILITIES WITHIN THE RIGHT-OF-WAY. 8) LOCATION OF ALL EXISTING UTILITIES SHOWN ON THIS PLAN HAS BEEN PREPARED FROM THE MOST RELIABLE INFORMATION AVAILABLE TO THE ENGINEER. THE CONTRACTOR SHALL NOTIFY THE ENGINEER IN WRITING OF ANY DISCREPANCIES OR CONFLICTS ENCOUNTERED IN THE FIELD, 9) SEWER LATERALS SHALL BE LAID AT A MINIMUM SLOPE OF 1.04%. 10) WATER METER BOXES AND SEWER LATERAL CLEANOUTS SHALL BE SET WITHIN GRASSED AREAS JUST BEYOND ROW LINE OR BACK OF CURB. 11) CONTRACTOR SHALL DEFLECT PROPOSED WATER MAINS AND REUSE MAINS TO PROVIDE 3' MINIMUM SEPARATION BEHIND ROAD INLETS. 12) FIRE LINES SHALL BE C900 CLASS 200 PVC. 13) EACH BUILDING SHALL BE EQUIPED WITH LOCAL FIRE ALARM PER NFPA72. �1 � "._Eli 1 • �'� �1 ut�rtl�as le uv •aY was- w^ ■-. C! • - YP�■ii671•!I■!0. v•ar4 1■Y 4:Y®COfIBI®i141' 3ika. p ■. . �■ `_ _�a�aa• iYIY.IW :loamal=mtoa� ..��w��w' a'r.... 1 !mil •_ i_ /�r�� rii■ Raw al �t� �' •... ►: ii��il .■■tl I i---iiii�l —��j� , LLt(3 t� r^----.._._ i '■ill •� / 1 i �11� Imo__ ■■ .I ' .. . r �•. L.:.: ff�■ Miff �■ r4 IrAmr _____ • �a■ l - a.�ii1 ii■iii i�l lii ■• 'M 1111 �CBr.S O.• rrl6� �.>� -_ I • . .. j _ 1 _ • :.. - r .I '� - - .: ;: ii� iiW ii � iiW ii ii .-,___,. I Sol .. /Nr iri�iii ,.9� � � � • I - • -• •:o� ❖.•e...•.o•.;.;.;.;.•s•..•.o . _ . 3.:: • a� �� ■i ► y 11 x �'�i■r�7 I - I ills li l�� fir- . �. � . � ►'---� � I■��', , NEI: n � , E■C' In it • _ . .•.� rr.•ca L•Wo fps, . r. rr r: A ® p 19¢i: iVl EY •f��.ii'1. m: ■a[-0 ��I: .). �au•;.�BI' a■■E 19r• 1. .+. 1 I ._. - 't1�•t�t�l ■t�t�;l� tl �1��t . ' : 1l�t�l -� .._ ®: �-v-�■ : r■��..[�YB•..1�1.�.{.��T��T.�S!=I�I��tili �l.Yl�Y[� � � � -. VIE_ _- ( RYWi� .■S4;••R ♦ era,. �11 r■ I u I Y�1■r fill all OEM y EE tie'■ � ;cy ak: � r;::i2i�%;-, ■• i OIL .tom 5. Ir ■� .�.�.. ..-. E �i ■■■r�lr��ir�r�■crr�■�'� r��ri�r�r���r�■i■r 1 �■� � : �■ l�x mull 1�1 HEWN 17 • .. ■r•6. ...vaa�•�.-�0ammsmarm.M.�asrnv�air �- E - I ■ ,� ri•" ■.■seer.la.�eaay..��a.�era�.®."eea�etu.a.`aa�• as�bw�a�cri�ramas��ee.o�em>!■.oe�a�Y,,a' -�I '�I■•' :�7 •'I�;.. -.- -- Ow Elm IGN •■la!INNNam - IMIM E.11 NMI i a imoWIN Pf� m MU jam prog®■!x a�a � JJ /J - .!� ���� . 't��� ••-+._-_-__•_ ���■ I��■ 11�' � •fit" ` ` � mom u ` • � r AE ANU w..®.��il�.®.i�.�ar.'�s .®aennl�..� ��r�oe.�mu:�emm�.�.•�a�sa.u�- ^ :. � ,. , I� 1 o M 1010's eae•■e alga e a a ra�aa r + rY ra ®sg �n.>r ix w i•� e.s•r� Q¢a a s-s soar c rare* -IWO uJL 33 19 iiW ii W iYW W • •••• - N - w ■■) CD UJ C N g 0 po' za E M a td .O j� N O I1. E (�.jO CO � vL � -& N 22.0 NT o ..J U EB7318 LB6680 LCO337 LLW [Z�MDS j 50-66005 APPROVED : MAP6 FLA. REGISTRATION NO. �■�■•ttril" � • � MMW r 0 r I a 'Rim fmg! Afift- 1i Y' Awl a STORM DRAIN LINE, w CATCH BASIN AND MANHOLE ----------------------- EXISTING PAVEMENT PAVEMENT 0SIDEWALK SURFACE FLOW ARROW 0 .r u- �n 7— '7, z F-A1,311INU r-L.r-V/-\IIUI\J I WATER SAMPLING POINT a I 125 0-2 Z_ W'� 0� LLJ z Lu Ld w z F- x w EXIST. LAKE xu M. —W, Lo rx�Vxw 0 ui CD xoL- 0 > ME z Ld 0 = uj 210 w a 0 9 208 207 A 206 205 '� e1 �� er NEW Li Alit • PL ts Imo m- • ir.0 -,� ro Fog w mail W I Miami r Scale: 1 "=50' H. 1 —5, V. ri O� 0 U) + (4 Lq Ln Oo U) +11 ii + II it 11 >II II > Ld < V) Lli LI-I II < F- > -i 1,30 < V) _j Lu >F- IL M.H. # 2* U) 5; 130 EL RIM EL. 127.6 INV. IN: 123. M.H. # I FINISH GRADE INV. OUT: 1 36 RIM IM'. EL. 127.67 OUT. 123.67 0.34% -r — i - — -50*/- 125 -PEI 0 �EXIST. GRADE n 125 o 0.32% SL "RW 15"RCP —4 65 Up. .... ................... ........... ............ .................. ................ ............ ............................................................................. ........ ...................... .............................. ...... ......... ...... .......... ........... I ...... ............................ ..... ............. .. ... . . . ... ........ ........... I ........ I .......... ......... EX. 12"R.W.L/ .............. I 8"pvc Y AB-3 120 CD:- 7:) EL. 121. 8 120 42 L.F. 1.28% SL. 241 1,CP 115 115 110 110 105 105 uj 1 INCH = 5 FEET (VERTICAL) 0 100 100 0+00 1+00 2+00 3+00 4+00 4+50 5+00 5+50 z PROFILE ALONG STREET A APPROVED MARC DST OZ FLA. REGISTRATION NO.52781 DATE C? C/) LLJ 0. CC"jj p fR0 , E nN 8 C> 0 u- C3 Co Co C\l CD 0 LL PENN" :E- 76 (1) 0 EB7318 LB6680 LCO337 LLW ZDF MDS 5.0-66005 Ws-1 8/15/05 ���|��� LAKE EXIST 8^ x 8^ TEE 2.5^ X O^ TAPPNG`-'.'. 115 105 100 21/2 G * V�^� AND .D^ x G^ TEE |AND O' G.Y. LEGEND / -------------'-------- CENTER LINE ` ! ----~--------~---'--------- RIGHT OF Yw0' LINE (R/W) PROPERTY LINE (PL) ---- ---- ---- ---- ----- EASEMENT LINE EXISTING WATER MAIN, GATE .- ----f--------VALVE (G.V.). TEE. F.H. AND PLUG o_________[�=__________ EXISTING SANITARY SEWER MAIN, ' MANHOLE AND DIRECTION OF FLOW. ` WATER MA|N, GATE VALVE | (G.Vj. BEND AND TEE WITH FIRE ! ' HYDRANT A3SEMBLY, SANITARY SEWER MAIN. SINGLE & DOUBLE SEWER SERVICE CLEAN OUT (C.O.), MANHOLE AND DIRECTION OF FL0YY. ` EXISTING STORM DRAIN LINE, CATCH BA8|N, MANHOLE AND FLOW STORM DRAIN LINE, ' | CATCH BASIN AND MANHOLE ---------------------- EXISTING PAVEMENT PAVEMENT CONCRETE SIDEWALK GRAPHIC SCALE ( IN FEET ) 'JU4 ]05 306 308 309 310 21/2" G.V. AND 00 LO RIM EL. 127.03 A 7TI 4 7 ... .............. ...... ......... . . ........ ......... ...... 8" P.\'.0 W M ..................... ..................... . ................................................ ............................... ...... .......................... *.--'.-.'-1-'.-----.'-.-_-' 1—Z .. .. ......... 6" MINIMUM S-_ CD � 110 105 LU � NN �n cc ���� APPROVED: MARC D. STEHLI %io � w 1 0 �� ��K . cj Vol�� 40, CD cb . = Cm � LL �� '0 co ��/ Nm0 co � � � 0u� CZ—�� M.H. 127.61 L. (N) 119.38 (E) 119.46 MITERED END EL. 119.73 (W) 130 125 `o a 0 0 120 M 1� 00 co 0 0 115 dim 110 -11 105 3') 100 00' v 0 I/B - 126 EX. C.I. RIM EL. 126.72 INV. EL. (N) 119.77 (S) 119.68 EX. C.I. RIM EL. 126.54 INV. EL. (N 120,74 (S� 120.29 127 -- 125 127 126 EXIST. LAKE 125 EX. C.S. RIM EL. 125.70 INV. EL. (N) 121. (S) 123.4 ST-19 EX. C.I. MAGUIRE ROAD RIM EL. 127.42 INV. EL. (N) 121.42 EX. 24" RCP (S) 121.14 C.I. X. C.I. EX, C.I. ' # RIM EL. 127,43 RIM EL. 127.6 IN EL. (N) 121.84 RC INV. EL. (N) 122.06 EX. 24" INV. EL. N) 1 ,74 _ _ _ _ _ _ _ _ _ _ _ (a 121.50 _ _ - - _ (�L 122 �R aro �S) 1 .91 EX. 24" RCP (W) 122.34 Nd wig D4 \d -- - 1247 IFIRE ,. ' : • •- 251 252 � 253 � 25'ASSEMBLY • -' _FIRE ;TAPPING oSADDLE, HYDRANT G.V. AND PLUG� - -l� �- l 243 1_il�l�ir 24 .. , 240 `.-SINGLE 1� �1 ■1 ■�I I��I I�� I�� Il Mal SADDLE, G.V, AND PLUG. SEWER�; 1 I - 1 ! • . SERVICE-11 PLUG �AND JLM. =NJI®a °"�IIIlN INV. EL. (N) 121.99 70 ►�� __t 7- - GRAPHIC SCALE I ®® rim IN FEET - e ®=E 4m1 INCH 50 FEET LEGEND CENTER LINE .� esesu a saeaea. 5 a Sli�l1�119 a ,� - - rrlrrrl��� • • • t i • • • • • AND I • C �., I .. I • . �IN�i.��= �SADDLE AND G.V. :; -_ SINGLE SERVICE _ I Ih1 289 290 4k291 292 k93 294 I L.aIma I Iol J2 J3 oI:? KEY MAP N. T. S. Ln Z O In Li w -f,, -- -- RIGHT-UF WAY I } •••®••••� PROPERTY LINE (PL) EASEMENT LINE EXISTING WATER MAIN, GATE --I {-----pQ--� VALVE (G.V.), TEE, F.H. AND PLUG EXISTING SANITARY SEWER MAIN, o- - - - -C- - - - - MANHOLE AND DIRECTION OF FLOW. WATER MAIN, GATE VALVE (G.V.), BEND AND TEE WITH FIRE HYDRANT ASSEMBLY. WATER MAIN, REDUCER, SINGLE & DOUBLE WATER SERVICE AND PLUG W/ BLOWOFF. SANITARY SEWER MAIN, SINGLE & DOUBLE SEWER SERVICE CLEAN OUT (C.O.), MANHOLE AND DIRECTION OF FLOW. EXISTING STORM DRAIN LINE, CATCH BASIN, MANHOLE AND FLOW STORM DRAIN LINE, CATCH BASIN AND MANHOLE ---------------------- EXISTING PAVEMENT PAVEMENT SIDEWALK SURFACE FLOW ARROW EXISTING ELEVATION S1 WATER SAMPLING POINT Scale: 1 "=50• Ha 100 ? N 1 11=51 V N N N O s In i� + ii Ld II II II w Q w w w 1- a i EL Lu J w V) (n 2Y2. P.V.C. 0- j FIRE LINE M.".930 0- H. # 29 INV IN: 122.37 RIM EL. 127.25 IM EL.127.30 FINISH GRADE INV OUT: 122.27 FINISH GRADE INV. IN: 121.44 1 .OUT: 123.30 0 0.5 D�5 INV. IN: 123.25 INV. OUT: 121.41 8" P.V.C. W.M.- n EXIST, P.V.C. W.M. I <2D 42 L.F. 0.44% SL. 15" RCP 4r /5 ,+J. PROFILE ALONG STREET "C" 130 125 120 0 N 115 W UjN Q d, 6 p� CNDE bi @7 170 p cm 0 "O T CA p LL. `N fMO Co L VLaR- OD N QQ.CO W-j o 105 W � .a JLL LL 1 INCH = 5 EET (VERTICAL) 100 cc ® EB7318 LB6680 LCO337 LLW ZDF MDS :.... Q 50-66005 z Q Ws-3 L. 15 APPROVED MARC D. STEHI-I FLA. REGISTRATION N0.52781 DATE : . �"7•®G � 8/15-/05 67 INN I ,�, 286 Ina WATER MAIN, GATE VALVE • INN (G.V.), BEND AND TEE WITH FIRE HYDRANT ASSEMBLY. T , ®' . . On i 8" PVC W M. WATER MAIN, REDUCER, x 283 SINGLE DOUBLE WATER SERVICE AND PLUG W/ BLOWOFF. 247 FIRE HYDRANT ASSE BLY (TYP.) SANITARY SEWER MAIN, I - Ems SINGLE & DOUBLE SEWER SERVICE '\X'm uj 6" CLEAN OUT (C.O,), MANHOLE AND DIRECTION OF FLOW, EXISTING STORM DRAIN LINE, D U ow -- =mw CATCH BASIN, MANHOLE AND FLOW L<EY ..�rrrrrr�- 0111111i - -- r�r�r = is STORM DRAIN LINE, N. T. S. ............... CATCH BASIN AND MANHOLE ]MINIIIIIIIIIIIIIIIIII1 9 ', _ --E ---------------------- TM-MV,-r7�VEMnT PAVEMENT CONCRETE SIDEWALK SURFACE FLOW ARROW EXISTING ELEVATION WATER SAMPLING POINT 0 0 C14 0 O rn EO ED z E 0 z C 03: co co I 0 0 w/ 2" BLOWOFF 8" PVC W.M. n ei vreii a :2.5" X 8" TAPPING til x x SADDLE, G.V. AND PLUG 8 x 6" TEE REDUCE DOUBLE WATER AND 6 G. V. if SERVICE (TYP,) _j -j : :' TIJ Uj LJ 8" x 6" TEE SINGLE SEWER FIRE HYDRANT SINGLE WATER 8" X 8" TEE SERVICE (TYP.) ASSEMBLY (TYP.) SERVICE (TYP.), AND (2) 8" G.V 11-3 . LL 1 11 88" TEE) �33 246 245 244 243 242 241 240 239 238 237 236 235 234 AND8 (2x 8" G. tfln ONE z LAKE R z Li 24- if 1 I MI. MH L WA--p 337 2.5" X 8" TAPPING SADDLE AND G.V. � PLUG 367 366 365 364 363 ---1 362 361 0104 tlw*l ■ UA WIN ON %QMIM•I so Nis iiiiIrm M- III ImI !MMAI Ira W WE 101 126 1 125Y 1 124 1 123 1 122 127 H 128 1 129 1 130 1 131 ■NOW 121 132 MH 33 11 Scale: 1 "=50' H. 1 11=5' V. 'o + 13� Lo Lo (D <D rn 1 r!� n C3 Lo < > II II LLJ N II LLJ F- V) LLJ -i Uj < F- -j Ld II > LLJ 1,30 CL < U) LLI 1,30 EL I I — RIM EL. 127.74 a_ b- M.H. 9 22 INV. OUT. 123.74 FINISH GRADE RIM EL 126.25 9 INV. IN: 121.34 -M-Mww-wN 0. INV. IN: 122.20 71. ............ INV. OUT: 121.24 125 125 GR A DE 8"PVC .AE ::1=17 ---------- 37 Lff. OD UK= 0.16% .1 kL. . . ... . ...... 17 L,F 15"RCP 120 15- R .. . . .. ... .. .. . .... * ......... *....................................................... .. .. .. ...... ..... . . ........ ........................... ... .... 112 L.F. a P. V. DEFLE(,T C. W. M UNDER 8"SS 120 ... . . ............. ............... ......... .. ............... ... I........................ ............................................. ............................... ...... I ................ I ....... .............................. ...................... ....... ........ ...................... MIN. 1 SEP. 6" P.V.C. DEFLEC W.M� F UNDER 42 LF. OA1% SL 24"RCP ............ ........ .... .............................................................. ............................ ......... .. ........................... ............ ............... ........... ............. ......... .................................................... ... * ................................................... I ............................. . ....... ......... ............ I ......... ................... .......... ........ I ............ 8"SS MIN 12" SEP. .................. ........... .. .......... ............ I ..................................... ..................... ....... I ... ..................... 44 LF. za" 15" RCP ......... 0.83% SIL. P.V.C. W.M 36" RCP 18" RCP 715 DEFLECT UNDER 12" SEP.. 8"SS 175 110 170 105 105 U.1 U. 1 INCH = 5 FEET (VERTICAL) 0 100 100 CL 0+00 1+00 2+00 3+00 4+00 z PROFILE ALONG STREET "D" APPROVED MARC D. STEHLI CL FLA. REGISTRATION NO.52781 DATE C) C%j 0 U) 0.) &J, Mw mammal 0 CD j!Z " > 0 r- C'i 8 w C7 131 to 0 -0 Cd 0) go) CJ5 u- [E cl LLJ '000 200 a. 6 -8 'C \] 5 .= Co�fl 0 EB7318 LB6680 LCO337 LLW ZDF MDS 50-66005 WS-4 8 T I . 5 i /0 - 5 -pip T LEGEND �. �, ,I e,I� t�, J),,,'':' �; ,c e'e 1 IVI,y1,,yn p-46 - q i 3 w L - -47 ENTER LINE . .. C SANITARY SEWER MAIN, .a. D- 3 .; 3 I r _ '! / ' " \ N T - - RIGHT OF WAY LINE R W \f~" GRAPHIC SCALE E B o � � SINGLE &DOUBLE SEWER SERVICE - -;\• ,` i'<`\, I D 2 D-6 -45 t ANHOLE AND TI N OF FLOW - u , _ PROPERTY LINE (PL) \. j/ D 4 \ P ' DIRECTION ! 0 25 50 100 I - '� r L_ e 1t, TINSTORM EXIS G DRAIN LINE, s I -- A M EASEMENT IN ...i I E SE E LINE 3! , 1 - - CATCH BASIN, - ,. '> C C B S MANHOLE AND FLOW , E L 1 r/ .aY I. 1' I •a � i ,1 • i I. - •.LTLT•t I _ EXISTING WATER MAIN T I' EX S NG E GATE N FEET) -, rt• ---- --- -RM DRAIN LINE �+ a, 2 1 2" G.V. •AN I / -D4- VALVE TEE, F.H.FD PLUG � '• FEET ;:• CATCH BASIN AND MANHOLE 1 INCH = 50 r. PLUG --- ---- MANHOLE AND DIRECTION OF FLOW ---------------------- 'I! ! I ¢4; EXISTING SANITARY SEWER MAIN, �' A �IIIIIIIIJ I - 210 EXISTING PAVEMENT j LI rt i I -D-13 -_ - =•"d., .d�Y am . PAVEMENT s WATER MAIN, GATE VALVE D-10 (G.V.), BEND AND TEE WITH FIRE - il`` j i- ' �_CONCRETE SIDEWALK : ' EX. CONC. BOX J I""'' I' (! HYDRANT ASSEMBLY, :i' �•+ IW ro REMOVED '�-' i 348 347 346 345 344 i , ��_ - - .• �I ;II PIPE LEGEND 2�9 C SURFACE FLOW ARROW n �' ?- f IX 1 ~ WATER MAIN, REDUCER, U LO A 0 i I_. 'J®: j E.•;_ r, „ - - SANITARY SEWER = 8 SDR-35 PVC (GRAVITY) • W _ SINGLE & DOUBLE WATER SERVICE EXISTING ELEVATION �' !' ' - I °! I • L1 LJ LEI L J L W `', � � '-- --- �i: � t= III - - UI WATERMAIN 8 C 900 DR-18 � ■ .. _ JIy, AND PLUG W/ BLOWOFF. I, , w S1 WATER SAMPLING POINT 208 CLUB HOUSE -- O 00 1 z 0 w a- (n ST 2 207 J � 3 , , n=� KEY MAP ui 4 a •a e t •:') ( .I ei I' I I.. 1 `�°. N.T.S• _ - '� 7�-� EX. CONC. BOXI I• I t • •I I �S 7 I k 35 TO BE REMOVE I \ 323 L , 320 7. 206 2 1 /2" G.V. AND 2 1 /2" G. V. AND 360 361 2 1 /2" G.V. AND > s. PLUG ' . PLUG 349 350 351 352 353 ` `�' PLUG 321 POOL 355 356 ( 357J 358 8' x 8" TEE �o� �o� 3 4 365 366 367 368 zFo 3• 0 i 2.5" X 8" TAPPING �'� _ 2.5" X 8" TAPPING ' AND (2) 8" G. I 2 1/2" G.V. AND D_11 -FIRE HYDRANT D-12 2.5i1 X 8" TAPPING PLUG SADDLE, G.V. AND PLUG - ° SADDLE AND G.V. _ D-65 y ASSEMBLY TYP. _ SAG.V.22 _ ( ) SADDLE AND G. i rr 1 9 • - I - a' X P , o 2 5" 8" TAPPING 2 5 X 8 TAPPING �.. .. 3 �' r. t� ti • \ w -- - x T .. •fit' � . ..11 8„ 6„ EE T 1' S 2 6' G.V. SADDLE AND G.V. 6. » , - SADDLE AND G.V. � - 1 t I: AN V �S .`� D 6 G. .j D 2 `>' L - i. : 4 4 a jig �1 a- (I v� e 3 I' I ,1. I• •�• - - D-zo - a - E , I. , .l ..� , ST 13+ 48.59 13+ 0 R E 0 > >) 12+00 11+00 10+00 9+00 8' PVC W.M. 8+00 24 D15 7+00 6+00 5+00 _ 4+00 3+00 2+ i I I I I I I i 6L 8" 90' BEND 1+00 f'If ( (�� i I - $„WM STREET E • .1 I ( 8 PVC W.M o0 1+ _o+oo / - - - I y 8" W.M. r. i �' ��' i' �. 1 ti W.M. , `. 8" I 1 I 1 - I a�a d 8 W M. j� 8" x 8" TEE I ... I .... .. ° ..... .. � � .. •. ... 8" PVC W,M• D s3 •.• AND 2 8" G.V.GV_ • 8 x 8 TEE II r< 8 x 8 TEE •' • ' P „ 2 8 45' BEND = 8 VC W. M. r ( ) a'4' •. . - -i 1�. 8 x 6' T �1 ��1'" ' •�1 EE a AND 2 8" G. V. - 'rf FIRE HYDRANT _ .. A F E DRANT AND 2 8" G.V. b �: I I - 2 �- r 1 -D ,I i -�. 45' BEND .r ,-- 2 8" r' ,1' li. I. A T 1-IIt-Y ... ASSEMBLY YP. - . , , 2 8 45' BEND ( ) a FIRE HYDRANT � ( _ 'L I �' I , I FIRE HYDRANT �\ - � ' ? ` 2,5" X 8' TAPPING ASSEMBLY (TYP.) - -��� �8" DIP W.M. ASSEMBLY (TYP.) w ' FIRE HYDRANT SADDLE, G.V. AND PLUG:', 64 7�5 \ I ^~ ASSEMBLY (TYP,) 2.5" X 8" TAPPING 84 D- \, 8" x 6" TEE 8" x 6" TEE - q REMOVE EXIST. 8" i LU Q 127 126 SADDLE, G.V. AND PLUG c' PLUG AND CONNECT - T� AND 6" G.V. �-'� AND 6" G.V. I- = 0 92 2.5" X 8" TAPPING 1'° W 88 87 86 8uj 5 w/ 8" G. V. „ - _ 1 192 193 194 195 196 19 1� 199 200 201 202 4 • .• l �� SADDLE, G.V. AND PLUG 1 8" X 8" TEE ... _ ., 2.5" X 8" TAPPING 98 203 20 _ LAI �= AND • ao SADDLE, G.V. AND PLUGC. -- 8 G.V, 125 Cr_ a 125 _ U UU \ I _ a Lj Li LJ UJ 0 0 W �' ( I ( 8277 Lp,) ` ` \ _ 129 124 �� '�._sT-6 _ ( € u W..... __....._ _ �/� op W ST- 4 ST-5 I _ g oa 81 ` co 76 l O ' I (-'i f-1 � I_ F7I ( f_"I 1-1 f_I �. 1 123 ° ' �) (n Lu u) 30 (-I n �-�-ft Luo oc Lij 188 18 186 185 184 183 182 181 180 179 - 178 177 176 175 174 173 131 122 93 94 95 96 97 98 99 100 ^' "' �Cl N r 'I. %-- 75 i L� UL 0 I IJ11 IM 11 i. 1 1, 1 III ,1. ,,1 ,1 I. II .��� �e �� �� �a1 �,n. 11e�.I ,III lu i id1 J n.n1 �, p1,, h 1u ,�.1 I � III�nJ�,l Rua u��L„1 I,l����1.ui � ���d�l m11u111 II1.3 I�� ! � I , I auJ1 �1 � n'I�m { Im � ii�IJ l 1 � ��°�� i i 1 1 1 1 i YI 1 , im111J iu 1 1 I 1111 Is 1 � 1 1 .1 i 1 .�,. ei, ,II. I n, 11 m � 1 II In LJ l„Ill,.e i I � L.I. � 11i �,� d, I.. I. dL1 �,d �i�d� I. nL�i �.d, 11 .�, I.I. � �1. 11�1u I� i,. ,��. �d.1 lm�li � a �,1 �..1�, .Iun��,l1,L�1„ �„ � � �� ...I. i., � u,.� ,.� 1,�, i.,� i„ 11 �,� „�,1 ,. L. L.. 111 i, �I �•„�.,, .1 J �„i I-e0 >mm cf) ,L.. � 1 uio • 1 n4� IL I. n i i 1Y '11 l 11, 1 I wl�lnl 111 11„ a... i �„ „i,, , „,i�., i�. �,. 1���� ., J�oa i � ., M1 1�� du. 11 � i1,1 �W ����� °.. , i��n1 4 ui� i11 a u1 . ��1 eu n u 1 � I. i uu 11 , 1 I 1 I i Y 1 , I I I it I 1 1 JI 1 I 1 11 1 I I III - �I, I, i it II 1i 1 1,11 � II � 111 111�11 � I I4 A, , i i i i i 1 1 1 1 �1 i i I 11 1 1I I N m m N t7 N cj CN N N + I I > II w I _ w w < U7 i� > 130 M.H. #4 RIM EL 127.25 M.H. # S INV. IN: 123.17 FINISH GRADE RIM EL.127.67 INV. IN: 120.56 INV. IN: 121.58 INV. OUT: 121.:3 0.5U% INV. OUT: 120.46 0. i0% LA =125 � • 8" P.V.C. W.M. EXIST. GRADE 6" P.V.C. W.M. I � - -�- 304 L. L.F. � I ° 0.32/°SL. .. I .. ., .. I .. VC ... ' "i „ .. - F0 .. '.:• .. , . 304 L.F. ' ,. L.O. 4 M% SL " RCP - D-28 = 2Y2„ P.V.C. FIRE LINE DEFLECT UNDER = 115 8"SS MIN. 12' SEP. 110 105 Lo 0 0 I I • .1 I�Ii1l�l.Il 0 I 13+ 00 a' AB-9 � EL. 122.77 FIRE LINE 8" P.V.C, W.M. 45 LF. 2,.2' P.V.C. EL. 122.37 „ �^ 3.83%SL• EL 122.07 FIRE LINE 8 P,V•�, W.M. I 18 RCP - = 120 F�ROVIDE 12" STEE D-83 E? ;. Z81 0 F I °� SANITARY SEWER FROM 0.32 SL ., ,. ,., . I. s"bvr ., . .,+ ... 309 t� ° MH 9 ° SL ( 8 V.F.. - 0.32 /e .. 1 2 /° $L' 8"PVC 125 L.F• I 0. o 8"PVC 55 L.F.' I 0.3 1 ° " VC a 32/° SL. 8 P = cv PROVID� 12" STEEL 5 46 L.F. SANITARY MANHOLES 8 8� 9 SHd,LI. ENCASFMENT OF 8" BE WRAPPED IN FILTER FABRIC SANITARY SEWER FROM c� C.,0.15% SL MH 9 TC EXISTING MH N SANITARY MANHOLES 8 & 9 SHALL o rcO, E BE WRAPPED IN FILTER FABRIC = , , 0 _ O M o 7, 0 x y � c6 _ f 0 LL 00 LLJIL CO C -�I N ErZ rZ LL 1 INCH = 5 FEET (VERTICAL) um U ® (EB7318 LB6680 LCO337 ,� 1•IIu Ln,..el u., 4Fe� i, Ji IiI,., 1 ¢I n ill , lu ii�A LFu .1 , ,I e L ,i a� 1 al4�i�1i, 1 , L. .'•• ' LLW ( ZDF MDS „I1• I, 11,. 1111111 11 I 1 � ,. 1 I �,1�� i, 1� , � J 1 n1�� ,. �1 i1. � �1 ., �,�d m�J', ili�4 e., „ ��i �1 SY•I, i1 ed�I Jll „wdn,1� ..LI I 1 ��.1.,� � . JIII.PJ.Y AI,�ld. n1. �Ianil ��i 1 I 1 1 " � „ .. • 1 11 1,1 I 11 II II I I I I m I I I I + 00 2+ 00 1 , . 1 1 , ., „ . 1 11, . 1 1111, ,1.11.1 „ , I 1 I 12+00 11 +00 10+00 9+00 8+ 00 7+00 6+ 00 5+ 00 4+ 00 3 + 00 0f 00 Q 60 50- 05 6 » = Q = w '-5 PROFILE ALONG � STREET E APPROVED :aY l✓/ L _ MARC D. SIEHLI o� o� FLA. REGISTRATION NO-fl DATE G / °®�® / _ ` 8/15/05 67� Scale: 1"° 50' H.LLJ V. c0 LC)� OJ 1 O Lo O N �F- � - c0 0 N + I Qo NCO}. II it it > < II it II ii -' v> > J Q > w a ``�'vri _j Q > > o - w (nn ; j w V) H. # 9 1,30 0- 0- �,' #� RIM EL.127.00 _ a > RIM EL 126.15 a > M.H. # T INV. IN: 1 7.67 NV. IN: 116.81 D- RIM EL 126.15 RIM EL.12T.6T NV. IN: 116.81 FINISH GRADE INV. IN: 116.31 INV.IN 119.48 INV. 118.49 FINISH GRADE INV. OUT: 115.01 INV. IN 120.83 INV. 117.30 W. IN: 118.97 INV. OWT: 119.38 INV. IN: 121.05 0. 0% 116.71 0, 50% 0.50% 0.5 % D-20 INV. OUT: 118.39 0. 0% _ D-16 /- E KIST. GRADE D-19 D-61 01/o 5 SL LU EXIST, GRADE: _ 125 Lr2 r. V. U. _ - ° -- - j FIRE LINE _ = 15' RCP O U --� RB -13 w AB-10 79y", P V C a. 22 = .. , .. B-oVC-a D-15 i 130 725 o'1 120 9 1� m 0 0 115 170 0 0 3 1CD I 100 O11 M 3 IL LEGEND - - CENTER LINE -- RIGHT OF WAY LINE (R/W) ®•••®•••® PROPERTY LINE (PL) EASEMENT LINE EXISTING WATER MAIN, GATE _-_- --- _ VALVE (G.V.), TEE, F.H. AND PLUG O- EXISTING SANITARY SEWER MAIN, - MANHOLE AND DIRECTION OF FLOW. ® WATER MAIN, GATE VALVE (G.V.), BEND AND TEE WITH FIRE HYDRANT ASSEMBLY. WATER MAIN, REDUCER, SINGLE & DOUBLE WATER SERVICE AND PLUG W/ BLOWOFF. SANITARY SEWER MAIN, SINGLE & DOUBLE SEWER SERVICE CLEAN OUT (C.O.), MANHOLE AND DIRECTION OF FLOW. EXISTING STORM DRAIN LINE, CATCH BASIN, MANHOLE AND FLOW STORM DRAIN LINE, CATCH BASIN AND MANHOLE ---------------------- EXISTING PAVEMENT PAVEMENT CONCRETE SIDEWALK GRAPHIC SCALE 0 25 50 100 ( IN FEET ) 1 INCH = 50 FEET Scale: V" 50' H. 1 =Co rn � Y . 1.0 DO o O a (O Ln N 0 0 F, O (fl O cD - n N 't 0 CV it II N - II II II II II > Q ~ N J II II > W Q I- _ W ¢ F- II > W Q LLJ W N LJ > (n --1 W ul _jj > > EL M.H. # 7 d M.H. # 33 M.H. RIM # 32 EL 127.24 RIM EL 126. INV.IN: 110.19 5 FINISH GRADE RIM INV.IN: EL 126.60 122.27 FINISH GRADE INV. OUT: 123.24 INV.IN: 121. 0.5 INV.OUT. 122.17 0.50% 0T 50% INV.OUT: 1 8.39 0.504 LF r—n n EXIST, GRA E77 r D-23 77 EXIST. GRADE 18" RCP '0 LF-8" PVC R-14 ENTER UNDER ATER MINIMUM SEPARATION 0.15% SL 36" RCP 0+ 00 113 L.F. %Ar 36" RCP ...... ... ..... 41 L.F. D-21 .42% SL. 15"RCP h 8" P.V.C. W.M. 20 LF-8" PVC DR-14 CENTER UNDER WATER 6" MINIMUM SEPARATION 7+00 2+00 PROF ■1 ■ 1 3+ 00 ILE 2Y2" P. C. FIRE LIE WE 4+00 5+00 ALONG T STREET "F" 130 125 43LF. 2aso sP. 120 z 0 In LJ 5 0 0 N Co. CM CN d' h ofcO, E r dNO3 q � /70 0 N C6 LL N IncM O C000 CTJ CD C- m IN W N 05 W JLL I INCH = 5 FEET (VERTICAL) %00 cc o U CL_.. EB7318 LB6680 LCO337 ® LLW ZDF MDS 50-66005 Z . .. . APPROVED WS-6 8/15/05 1F3 .. 671 FLA. REGISTRATION NO.52781 DATE : "�"®� 0. 150 mi �I 120 mil H .1� 00 .0 0 in z Z ul 105 E 0 3 12 3'I 100 0 o �) ( o - - CENTER LINE SANITARY SEWER MAIN, -- -- RIGHT OF WAY LINE (R/W) SINGLE & DOUBLE SEWER SERVICE ' CLEAN OUT (C.O.), MANHOLE AND PROPERTY LINE (PL) DIRECTION OF FLOW. GRAPHIC SCALE PIPE LEGEND EASEMENT LINE EXISTING STORM DRAIN LINE, 0 25 50 100 SANITARY SEWER = 8" 5DR-35 PVC (GRAVITY) -' CATCH BASIN, MANHOLE AND FLOW60 w - WATERMAIN = 8" C-900 DR-18 EXISTING WATER MAIN, GATE -----I I-----D4--� VALVE (G.V.), TEE, F.H. AND PLUG STORM DRAIN LINE, CATCH BASIN AND MANHOLE ( IN FEET ) EXISTING SANITARY SEWER MAIN, 1 INCH = 50 FEET i _ _ _ _ _ _ o- —��- MANHOLE AND DIRECTION OF FLOW. ------------'- -- EXISTING PAVEMENT WATER MAIN, GATE VALVE PAVEMENT (G.V.), BEND AND TEE WITH FIRE CONCRETE SIDEWALK � `J. HYDRANT ASSEMBLY. - WATER MAIN, REDUCER, ~^`-" SURFACE FLOW ARROW , c4 SINGLE & DOUBLE WATER SERVICE EXISTING ELEVATION AND PLUG W/ BLOWOFF.- S1 WATER SAMPLING POINT vviiiiiiIIIii-IFIRE HYDRANT AN!D (2) 8" G.V. i202 46 8" X 8" TEE AND (2) 8" G.V. 44 43 KEY MAP N.T.S. Scale. 1"=50' H. N t\ d 7 a Ib Do CO N r O O r O -I- N N 11 11 + N M N -7 r `- -I- - II w N II ii N II it aQ II > II II w _ II II > Q > w I it Q > II II > Q t- w Q > LLJ d N W > J � W Q I- J > I- (n W fn - LJ > M.H. # 21 > o- W a N W _ > EL a > - > M H. # 28 M.H. #37 H. # 6 d 2 . RIM EL. 127.76 INV. 1 : 122.50 M EL 126.15 I IN: 122.61 RIM EL.127.61 INV. OUT: 123 46 FINISH GRADE INV. 1 INV.O : 122.50 T: 122.40 I .IN: 119.48 i .IN: 121.71 FINISH GRADE INV. OUT: 123.61 0.50% 1 .IN: 120.73 rFINISH GRADE INV. OUT: 121.61 p,50% % 0.50% 0.50% 1 .OUT: 119.38 0.50 ° I 0.30% D-47 CIS 7"`71 D-38 D-36 D-37 EXIST. GRADE T. GRADE 8" P.V.C. W.M. " P V.0 FIRE LINE 3 ° 8"PV 0.4 SL. g� 8"PVC 42 LF. ST-12 2Y2" P.V.C. 32%gL 0.36%SL FIRE LIN .................. . •:::... 1p8� F 2 5 L. 20 LF - " —8" PVC DR-14 ..... 8" RCP 112 L.F. ., 8" P.V.C. W.M. a18 3 ; moo: 5 LF. �� CEN 6" R UNDER WATER INIMUM SEPARA ON 1 ., 8 RC .......................:• :::::::::::::::::::: ° :::::: ::......... .......... .. . ......................................................................... ................. ............................ .........................::::.a:::.....::::::: 45 LF. D d6 ............ A.......... .............•....... :::::.::::::::::::: ..............: ..................... .... ::: .......................... .............................................................. .:............... :::::.......... ......... ..............................................., .................................................... ................................ ::..................................................................... .. ............................... ........... dt/ .................,. g. ° 4.51 /o SL. 37 LF. 3 0 R 3 0 M RC .. P 24 RC 0+00 1 +00 v1posroil 0.16% SL 3+ 00 RCP 6+00 4+0 0 o PROFILE 7-1-00 ALONG CENT R UNDER WAT 6" MI IMUM SEPARA 8+00 9+00 STREET "G" 36" RCP (0)"I a 130 125 120 115 110 105 W 01101011 1 INCH = 5 FRET (VERTICAL) U. 100 lx In z 0 W D- 0 0 IN O N C N C0 o00C�'4E 07 cri 'o Lr_ a� mu o E uj CD CO C, Mai N O CD LL c a� U Uf} ... .,.,... F .. ... ® EB.7318 L86680 LCO337 LLW ZDF MDS Z 21t:. 70+00 17+00 50-66005 Q WS— 7 APPROVED 19 MARC D, FLA. REGISTRATION NO.52781 DATE : 'Q,r% . 8/15/05 6 125 00 Elm 1/0 105 100 ~ u � 14 17 w 21 —1 22 _ 23 _ 24 W� 26 _ 27 ,r.m r. 1 MR I Elm HIM ' will rd VA so 8" aim I IrM1111111 NMI !,DOUBLE WATER SADDLE AND G,V. I ---'SERVICE (TYP.) 2 1/2" G.V. AND FIRE HYDRANT FIRE HYDRANT FIRE HYDRANT 150 | 140 | 148 | 147 0. GRAPHIC SCALE 0 25 50 100 ( IN FEET ) 1 INCH ~ 50 FEET iLEGEND . { / ' ----------------------- CENTER LINE ! ------------------------' i RIGHT OFWAY LINE (R/W) � PROPERTY LINE (PL) � ! ---' ---- ---- ----- ---- EASEMENT LINE � � | 11 EXISTING WATER Mmm. CATE ' ----���---��—� ! Y�� (�.K). TB. F.H. AND PLUG � ' i EXISTING SANITARY SEWER �A]m' o--------[�=---------- MANHOLE AND DIRECTION OF FLOW. ' / WATER MA|N, GATE VALVE � / (G.\(). BEND AND TEE WITH FIRE � HYDRANTASSEMBLY. � � WATER MAIN. REDUCER. ' SINGLE & DOUBLE WATER SERVICE ' � AND p�u� �/ n�O�OFF . ' SANITARY SEWER MAIN, / SINGLE & DOUBLE SEWER SERVICE CLEAN OUT (C1\), MANHOLE AND i | DIRECTION OF FLOW. ' . EXISTING STORM DRAIN LINE, . ^ CATCH BASIN, MANHOLE AND FLOW STORM DRAIN LINE, . � CATCH BASIN AND MANHOLE | ---------------------- ` EXISTING PAVEMENT ! PAVEMENT � CONCRETE SIDEWALK � ' SURFACE FLOW ARROW � | | / (31> � EXISTING ELEVATION WATER SAMPLING POINT PIPE LEGEND i � 7-�_�' ' o-*c-` ��� Ny l�_-^� `���o-4 3 00 GO Lj FIRE LINE EXIST GRADE 125 DR-14 CENTER 6" UNDER WATERJ MINIMUM SEPARATION RT 20 LF-8" PVC 120 6" MINIMUM SEPARATION 115 110 105 Lu NN � cc �� �L PROFILE ALONG STREET ))H)) 0� APPROVED MARC D. STEHLI FLA. REGISTRATION NO.52781 DATE m! � 0m0 =� ��U CQ 0Cd Cm u- m00 CL � Lm0 �mm�0 / ^^� —G Omni ILL m 1= ��MAN II -TOMYN BLVD. (t: ,.�,:..;ae%1 aaasn�nii '(•t1AH!!,•"¢,'�B - ,: ■.>aresat p,� e�'9t _� s�� �.,ae3 ::�4 \ . • Y p ■ ■ 7 1 _ _ '-Unr it 1T�!!lfl774•Ii� a • E- r 1 • e _ r „ m �sM, - WM . .; .. •• 302 303 30474 f i -73 • •• • • i •• • •: •• • : • • �. • TAPPING . .n • • G.( .� i •- �- II 1Wo- ��! II®fib • 1 (I (I I�:: � �� • � ; 0 1! > .,er.�sx .,:a„x .2: <.x:,.:at.. -., •..as �%:rs, . sx a! . , (' � I►'�7i:;� �® �lu� fir■��,����■■�.�■■ppeie�al®���I���r®��lil�l _ale��I�e�I��e■�®� ®� , �i�-----!��® ••.,, / •• II�__13�1■■1 1■■ 1■1�1■���I1■■1�■a71t�1■■I�1■■1�11�l. ■■1 1O■1■�iNMI iilIN I■ �+'!+i� 1 4 •J • . • • ..aaaa. aa•. aa. rs..aaaa. �-a_ . - a. a. aar,aa• aaa. ai � � • � �.�.+..+r•' =. � ' � -, - • � ♦ . _ / ■■i■ Ire IWiiiii----�-- I�I�II�MI�mI■ir% �■I�t�l■ is '.����,.�®��leo����� f,wgp*waa�l� Wqp,SuM��� � �� �� Ira&_ �. 44 MS NO. WS-10 FOR Scale: 1"=50' H. N 0r In N N f D r � 00 pj M N N N W (� r 1) O 1 ± II "t •- II + N r - co :o it Q W Q I- J W II W Q > Ljj J II II > II > W II II + - - M.H. # 31 J L' V) Q N J L' W > Q W w DEFLECT F¢- N L j <Li > II II > 130 RIM EL 12 .25 n M.H. # 24 > a a M.H. # 9 8" P. V.C. W.M. > �' w Q W' 130 INV. IN: 1 1.44 a. RIM EL 127.25 a- RIM EL 12 .00 > W - > I- W M.H. #39 RIM EL 127.73 INV. 121.34 L OVER SANITARY FINISH GRADE INV. IN: 119.62 INV. IN: 120.43 INV.IN: 11 .60 M.H. # 18 RIM EL.12T.05 RIM INV.1 L 126.50 118.79 M. RIM L.127.49 FINISH > RADE 5; a INV. OUT: 123.E 0.50% D-57 0. INV. OUT: 119.52 0% INV. IN: 11 INV. OUT: .77 16.71 INV. 118.26 FINISH GRADE INV.1 : 12118. (DROP) INV. INV. N: 119.52EL UT: 119.42 .50% D-ZO 0.50% 0.5 % 0,50% O INV. 118.1 0.50% INV. OUT: 118.69 0.50% D-55 D 56 Ds8 D-60 D-59 319 LF. n 125 EXIST. GRADE p 62 -64 D=ZS 125 2 L.F. IL RCP • GRADE t• r.:• " 6P.V.0 W.M. 2' P.V.C. FIRE LINE 2Y2" P.V.C, FIRE LINE 56 L.F. E 283 L.F 0.29% SL. l. 120 59 LF. 10 5 L.F. 0.32 SL g��pVC 1a. FtCP CD 3 15" RCP 120 ...................... 55 LF. .....:::....:.::::: _:::.......... 21 L.F. 235 L.F, 0.3 196 L F, 0.32°/ SL 8"PV ° SL. 8"P ................. .::: . �i.....:::::: ::: ............,,................................ ,-:-:-s,,,. V C 15 L.F. 0.3 . SL V 8"P 18 RCP ............ ............................ ........................ ... ........................... .............................................................................................. .......,.........................I.......... .......................................................................... ......-r--•... 176 L.F. 0. L. 3 0 L.F. Z4 .. RC p :.�Cs l{St i�:E&7 t' .. Ir iii =' .................. . ° 0.15 /° SL. 0 0.15 /° SL ice' 36" RCP 36" RCP 115 p 36 RCP ........ ..........................................................:..::::.....................................:... s" D-24 ST 7 D-6 D-26' 110 110 105 105 ui LL 1 INCH = 5 FEE (VERTICAL) 0 100 100 cc a Z 0+00 1 +00 2+00 3+00 4+00 5+00 6+00 7+00 5+00 9+0o 10+00 11 +00 12+00 Q Z PROFILE ALONG STREET "I" Q Z- APPROVED MARC D. STEHLI •ya o� FLA. REGISTRATION NO.52781 DATE : G Ln z O In W D_ O N m w U) LLJ IS N N o Q C:6 oc_Occ,o'E p� �CNM o 0 (D ,0L°1 co CD m C) 11 6 � N o •C t� [LS t� a> U EB.7318 LB6680 LCO337 LLW ZDF MDS 50-66005 WS-9 21 8/15/05 67 s 0 0 a I 0 U m 0 di 0 0 r 0 0, 3 a ai 0 0 0 0 2 W / VI E 0 m 3 F�— E m 3 0 w 01 0 0 v 0 0 140 135 130 125 120 715 110 Scale: 1"=50' H. 111=5' V. 140 N r + N N rn 0 rn p o > N + 00 LLn 135 Ih N W Co (I II7 N i LD r N a > > W II Ld J Q II II Co m + N II > II M.H. # 12 RIM ELLI-I.128.53 a M.H. # 13 w v~i W > I— CA w w < ) II INV. IN: 124.53 RIM EL.128.94 > > �' L`' I- INV. IN: 124.53 FINI H GRADE INV. IN: 123.25 > > > M.H.#15 M.H. 1,30 > > 0.50% . RIM E . 127.38 0.50% FINISH GRADE INV.I INV.OU 121.91 : 121.81 D 1 1 INV. OUT: . IN: 120.81 120.71 INV. IN: INV. OUT: 120.27 ° 120.17 FINISH RARE RIM EL. 127.49 INV. IN: 119.52 5 0.50q 0. 0% INV. OUT. 119.42 0 43 L.F. 5T-14 ST-15 "PVC FIRE L NE 5 L.F. 125 18"RC ° L. ° 2 " RCP S 43 L.F. 6" P.V. ° 8" P.V.C. W.M. 24' RCP 1 AB-12 D-340.32° 8" VC 0.32°o SL. SILLY. EL. 12 7 D-33 8"PVC SL. 120 80L.F. 108 L.F. 88 F. 8 PV II .." Ny�. . �ridl .. ` .; g :.7Je. � .: ,.::..... .........:::�::::• it..7...��:,x.....:.:.:r YEA . H36'"......:....... ........................ ...........................,,................................. ............,...................................... ..::::::::........ 115 Uj LJ LL 1 INCH = 5 FEET (VERTICAL) 110 m 24+00 23+00 22+00 27+00 20+00 19+00 18+00 17+00 16+00 15+00 14+00 13+00 12+00 Z '� " PROFILE ALONG � STREET I 4 100 APPROVED MARCHLIle FLA. REGISTRATION N0. 52781 DATE : '•% ®�. In z 0 Ln L,.! Of i< n o N v U (7D,N M � U o Cd r .o LL •- M 0 t1? Co 'LCO NCoGO _ tZ v tU N Co = t 1: -2 C, L t .L C m U E87318 LB6680 LCO337 LLW ZDF MDS 50-66005 WS-10 8/15/05 22 li, 730 125 0 120 Co 115 110 105 3'I 100 ail 4 1� GRAPHIC SCALE 0 25 50 100 ( IN FEET ) 1 INCH = 50 FEET 1 LEGEND — — CENTER LINE -- -- RIGHT OF WAY LINE (R/W) ®•••®•••® PROPERTY LINE (PL) EASEMENT LINE EXISTING WATER MAIN, GATE -----} I-----Da--� VALVE (G.V.), TEE, F.H. AND PLUG EXISTING SANITARY SEWER MAIN, _ MANHOLE AND DIRECTION OF FLOW. WATER MAIN, GATE VALVE (G.V.), BEND AND TEE WITH FIRE: ® HYDRANT ASSEMBLY. WATER MAIN, REDUCER, SINGLE & DOUBLE WATER SERVICE AND PLUG W/ BLOWOFF. SANITARY SEWER MAIN, SINGLE & DOUBLE SEWER SERVICE CLEAN OUT (C.O.), MANHOLE AND DIRECTION OF FLOW. EXISTING STORM DRAIN LINE, CATCH BASIN, MANHOLE AND FLOW STORM DRAIN LINE, CATCH BASIN AND MANHOLE ---------------------- EXISTING PAVEMENT PAVEMENT CONCRETE SIDEWALK SURFACE FLOW ARROW S1 EXISTING ELEVATION WATER SAMPLING POINT � Scale: 1'°®50' H. In � � M 0 Ln cli Iq 00 + ee=5' V. 0 � In 0) 00 N O # + (N O o N + r N + � II II _N fn II II II O I Ld II - it II Q > -j if II w Q N ¢ w w Q Ii Q F- > J II la- W > W E- U7 W Q )- J W V) _ > UlLLJ > > Q ( J W °- V) > > > o - o- aM. .#12 n > a u~iuj > RIM EL. 127.03 > o a RI EL. 127.25 M.H. # 38 d M.H. #26 FINISH RADE M.H. M.H. #41 RIP I L 128.53 EN: 124.53 RIM l - RIM EL 128.91 . EL. 127.4 INVRIM INV. IN: 122.77 1 . IN: 121.53 INV. OUT: 124.15 INV. IN: 124.0 INV. OU : 124.78 INV. OUT: 0% 50% $4 I , OUT: 124.43 0.50% M.H. #11 INV. OUT: 1211.09 INV. OUT: 122. 7 FINI H GRADE 1 OUT: 121.43 0.50 INV. OUT: 123 98 0.5 % RIM EL 128.97 0,50% 0.50% 0.50% ° D FLECT -,.-DEFLECT8" WM INV. OUT: 124.9 0-507. 8" WMOVER SANITARY D-3 D-2 EXIST. GRAD E D-27 D-28 EXIST. RADE D-30 D-32 0 ER SANITARY EXIST, GRADE F 81 LF. AB-1 EL 123.87 0. o L• g� C �� 8 PVC 1 7 L.F. 4 �� 2y2 P.V.C. F. 0.40%SL. 8'•PVC ' _ EL. 23.38 .... FIRE LINE AB-14 _ 284 .F. D 1 1121 �' ±% EL. 12 .85 8"PVC 7 L.F. ........ ....... 57 L 112 L.F. ( ': ' i .... a 18" RCP p-33 4 ........ ...... ='> ................... ............ 20 LF-8" VC DR-14 CENTER 0 R WATER 6" MINIMU SEPARATION 2 " P.V.C. FIRE INE 1.2 % SL. 18t RCP 0+ 00 1 + 00 2+ 00 .......... ... 15" RC U 2)�" P.V.0 FIRE LINE o-� 4 LF. 0.6 % SL 15' RCP 3+ 00 4+ 00 5+ 00 6+ 00 30" �a�mi��r�Pre 36" 43 L.F. 3.12% SL. 18" RCP 7+ 00 8+ 00 X) Or 43 .F. 47° SL. 18'• CP 9+ 00 10+ 00 730 125 FA 175 110 105 W J 1 INCH = 5 FEET (VERTICAL) LIM 100 CL z Z a APPROVED Zz MARL D. THLI a F'LA. REGISTRATION NO. 52781 DATE ; • �% • d"t Ln z 0 Ln w INK p N M N C N m Q d> o rcO E Mom OC Cm ua .0 c � i rcLo 6 , '- N .r. CU'.. n Rf •CCD m V EB.7318 LB6680 LCO337 LLW ZDF MDS 50-66005 WS-11 B/15/05 23 67 177 1 176 1 175 1 174 1 173 168 ( 169 ( 170 1 171 1 172 1'i%i111111110 SINGLE WATER SERVICE (TYP-) SADDLE, �'SADDLE • is FIRE HYDRAN" ASSEMBLY (TYP.) ) �� ■ �. � ff lommmin _ 1� INS 1 11 IN= I Boom —. �`—� _ 0 130 125 N O a 0 120 0 U m N Co 0'_ 3 3 0 170 0 01 to V ;11 105 E 0 II 100 ofl 0 'I 0 0 ED 6.., W—A m ����� • r,�� ram` � e Ems 1will'i -- --All- AND PLUG �j •. 1 105•.-13 W-0 u 63 65 64 TAPPING AND PLUG 0 LEGEND — CENTER LINE — RIGHT OF INE PROPERTY EL(PL)(R/W) ROPER ®•••®•••® EASEMENT LINE EXISTING WATER MAIN, GATE -----f I-----D4--� VALVE (G.V.), TEE, F.H. AND PLUG EXISTING SANITARY SEWER MAIN, _ _ 0__o—��— _ _ _ _ MANHOLE AND DIRECTION OF FLOW. WATER MAIN, GATE VALVE (G.V.), BEND AND TEE WITH FIRE HYDRANT ASSEMBLY. WATER MAIN, REDUCER, SINGLE & DOUBLE WATER SERVICE AND PLUG W/ BLOWOFF. SANITARY SEWER MAIN, SINGLE & DOUBLE SEWER SERVICE CLEAN OUT (C.O.), MANHOLE AND DIRECTION OF FLOW. _ � G EXISTING STORM DRAIN LINE-,/%'� FLOW CATCH BASIN, MANHOLE AN FLOW STORM DRAIN LINE, CATCH BASIN AND MANHOLE ---------------------- EXISTING PAVEMENT \� 1 PAVEMENT % CONCRETE SIDE KLK ^�`"'"- SURFACE F W ARROW EXISTING EL. NATION ( S1) WATFR SAMPI mn- PniNT N Scale. 1"®50' H. 1®'-5' V. r N f N + O Ln O + d II II N O ILI it J W Q V) II it Q � a > W LJL1 V) - -> > 130 0- P I.RIM H. A34 FINISH GRADE EL INV. IN: 126.50 118.79 I IM EL 126.87 N.OUT: 122.8T 50 o ST-6 50% INV. IN: INV. O 121.31 (DROP) T: 118.69 24" P.V.C. EXIST. CRAIDE D-25 D-24 125 FIRE LINE f 41 L.F. 0.42% SL. 15" RCP 390 LF. 0.40 o SL. 8 C ......:....... ......... p_� 20 CENTER F-8" PVC DR— UNDER WATI 4 R 120 D-23 0.2 % SL 15' RCP 45 L.F. 105 LF. 0.15% SL 36" RCP 115 36" RCP 110 105 W J u 1 INCH = 5 FEET (VERTICAL) 100 m CL 4+ 00 3+ 00 2+ 00 1 + 00 0+ 00 Z PROFILE ALONG STREET "K" 4 APPROVED MARC D. ST HLI FLA. REGISTRATION NO.52781 DATE CO UJ C N o J T Q� c, O a Ch = - to Lm N ar CQ � o a 0 c m U EB7318 LB6680 LCO337 LW ZDF MDS 50-66005 WS-12 24 8/15/05 67 N Y O 3 0 I O U m e6 cD 0 0 0 u- -t x I llilllll�� TYPICAL PARKING SPACE NOT TO SCALE .W€ST -ENTRANCE -SIGN ------------ IIIIIIIIIIIIUIII i Iillilll ____,__ (CASE II REFLECTOR SHALL HAVE A RED REFLECTIVE BACKGROUND AND RED REFLECTIVE BUTTONS) ROAD SIGN DETAILS N.T.S. MAGUIRE ROAD ;,_.. Jl r' _.___._..__.....__..___..._____. - - ......... - -- 11II(I{1l11(jl,Li 1IIf(IItill (►.<; SIGN.._.._.__._----___ ING AND Y ...:'i:�..— .AIti3'iC.Cc. ! 1 I I 1 MARKING LEGEND I GRAPHIC SCALE I 01 R1-1 30" HIGH INTESITY & 24" STOP BAR O CROSSWALK PER FDOT INDEX 17346 I 03 HANDICAP SIGN AND PAVEMENT MARKING { l; WHITE TRAFFIC ARROW PER FDOT INDEX #17346 18" WHITE PAINTED DIAGONAL STRIPING AT 5' O.C. © 6" WHITE PARKING STRIPE i 07 25LF 6" DOUBLE YELLOW ® 25LF 6" WHITE R8-3 NO PARKING SIGN '{� I SIGNING AND PAVEMENT I MARKING NOTES II I I t I A. ALL PAVEMENT MARKINGS WITHIN THE DEVELOPMENT, OUTSIDE THE DEVELOPMENT, AND WITHIN CITY RIGHTS OF WAY SHALL BE THERMOPLASTIC. PARKING STRIPING MAY BE TRAFFIC RATED FDOT PAINT. !� ! B. ALL PAINT USED FOR PAVEMENT MARKINGS SHALL CONFORM TO SECTION i E 971-13 OF THE FOOT STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE I i 1 CONSTRUCTION, LATEST EDITION (SSRBC). ALL PAINTED MARKINGS SHALL BE I 4 I APPLIED IN ACCORDANCE WITH SECTION 710 OF THE FOOT SSRBC AND THE 13t f { MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES (MUTCD). PAINT MAY ONLY BE USED FOR PRIVATE DEVELOPMENT IMPROVEMENTS OR AS TEMPORARY (I I MARKINGS. i ` 1 C. THERMOPLASTIC TRAFFIC MARKINGS SHALL CONFORM TO SECTION 711-2 OF THE FDOT SSRBC. ONLY ALKYD BASED MATERIALS SHALL BE USED. THERMOPLASTIC TRAFFIC MARKINGS SHALL BE APPLIED IN ACCORDANCE WITH SECTION 711 OF THE FDOT SSRBC AND THE MUTCD. D. ALL REFLECTIVE PAVEMENT MARKINGS SHALL BE INSTALLED IN CONFORMANCE i lI I( i WITH SECTION 7D6 OF THE FDOT SSRBC. ( I E. ALL TRAFFIC SIGNS SHALL BE CONSTRUCTED OF HIGHLY REFLECTIVE MATERIAL I i AND BE "STANDARD" SIZE AS ESTABLISHED IN THE MUTCD. i J TTTcc ,`' I F. BLUE REFLECTIVE PAVEMENT MARKERS SHALL BE PLACED OPPOSITE FIRE I G HYDRANTS IN THE CENTER OF THE NEAREST TRAVELED LANE TO MARK THEIR O_ LOCATIONS. ` G. STOP BARS TO BE A MINIMUM OF 4 FEET CLEAR BEHIND CROSSWALKS. cv I i s H. HANDICAP PARKING SPACES SHALL BE DESIGNATED BY APPROPRIATE :12j1 _ PAVEMENT MARKINGS AND SIGNS. i .8 2 -, I I I I CENTER PAVEMENT { MARKING IN DISABLED PARKING SPACE '� / t ! f NOTE; SIGNS TO BE PROVIDED i PERTHERMOPLASTIC #17358 AND MOUNTED PER .mi ADA 4.6.4 STDS. is 12" AW vr'�eaz1 18GALVANIZED FLANGED ' /' ' t CHANNEL POST "os�a co t- / i250.00 FINE Pcm,rt I i OR 3211 (ASTM A499, GRADE 60 OR -1 i I I::; ASTM A576 GRADE 1080) NOTES: LEGEND & BORDER = BLOCK ' r CONTRACTOR SHALL BACKGROUND = WHITE I / T-O" WHITE WHEELCHAIR SYMBOL COORDINATE SIGN INFORMATION TO FINES -m 2'-0" ON BLUE BACKGROUND I PER LOCAL (PER FLA. STATUTE 316.1995 (4)) JURISDICTION NOTES: 1 i• ft + •! (; 1 % r ' DISABLED PARKI 1. ALL LETTERS ARE 1" SERIES "C", PER M.U.T.C.O.. '� �' � � � j ! I SIDEWALK 11"! f I 2. TOP PORTION OF SIGN SHALL HAVE REFLECTORIZED (ENGINEERING GRADE) BLUE � BACKGROUND WITH WHITE REFLECTORIZED LEGEND AND BORDER. tFRONT VIEW 1 3. BOTTOM PORTION OF SIGN SHALL HAVE A REFLECTORIZED (ENGINEERING GRADE)) WHITE BACKGROUND WITH BLACK OPAQUE LEGEND AND BORDER. 4, ONE (1) SIGN IS REQUIRED FOR EACH PARKING SPACE. REFER TO F.D.O.T. INDEX NO, 11865 FOR CONNECTION OF SIGN PANEL TO POST 5. HEIGHT OF SIGN SHALL BE IN ACCORDANCE WITH SECTION 2A-23 OF THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (M.U.T.C.D.). DISABLED PARKING SIGN AND WHEELCHAIR SYMBOL DETAIL N.T.S. Y 'i I 1� TOP OF SIGN TO MATCH TOP OF • L j( }r PO �7 8" CONC. BASE MIN. SIGNAGE TO CONFORM TO FLORIDA DEPARTMENT OF TRANSPORTATION SPECIFICATIONS. STOP SIGN DETAIL N. T. S. RESERVED PARKING SIGNAGE DISABLED SYMBOL SPECIFICATIONS -i 6"(TYP) w w w m = m m => 12' MIN 12' MIN v z NOTES: 1. EACH SUCH PARKING SPACE SHALL BE CONSPICUOUSLY OUTLINED IN BLUE PAINT, AND SHALL BE POSTED AND MAINTAINED WITH A PERMANENT, ABOVE GRADE SIGN BEARING THE INTERNATIONAL SYMBOL OF ACCESSIBILITY, OR THE CAPTION "PARKING BY DISABLED PERMIT ONLY." OR BEARING BOTH SUCH SYMBOL AND CAPTION. \� SUCH SIGNS SHALL NOT BE OBSCURED BY A VEHICLE PARKED IN THE SPACE. ALL HANDICAPPED PARKING SPACES MUST BE SIGNED AND MARKED IN ACCORDANCE WITH THE STANDARDS ADOPTED BY THE DEPARTMENT OF TRANSPORTATION. Ln z O Ln W tr o N N N N � Qcn� oc2ZoE o co o 0) dXX ? .D t4 -p LL c�u-oE -cm wV0- N CD o� C) LL PON" 7� c U 2. FL DOT RECOMMENDS MEASURING PARKING SPACE WIDTH FROM CENTER TO CENTER BETWEEN BLUE AND WHITE STRIPES. z EB7318 LB6680 LC0337 HANDICAP PARKING STRIPING LLW ZDF MDS FOR MULTIPLE SPACES ;•...`I Z 50-66005 Z lowRSM 1 APPROVED : MARCT HLI FLA. REGISTRATION NO. 52781 DATE : 2 ®/� V r 8 /1.5/0 5 6 R/W R/W VARIES 60' TO 61.3' I VARIES 60' TO 61.3' 1 TYPE 'F' CURB J & GUTTER 12" STABILIZED SUBBASE 98% MAX. DENSITY SOUTH PROPERTY LINE EX. ACCESS ROAI WATER TREATA PLANT TO RE 10' 5' CONC. 4' SEED 2' UTILITIES EASEMENT i SIDEWALK I & MULCH SOD STRIP 2. 12" THICK STABILIZED SUBBASE (TYP) STREET A' ENTRANCE SECTION NOT TO SCALE 26 NOTE: CONTRACTOR SHALL SOD SWALE SECTION 2 NOT TO SCALE 26 50' R/W c 2' 1 12' 2' MIAMI 12' LTYPE 'F' CURB & GUTTER 12" STABILIZED SUBBASE 98% MAX. DENSITY 2' 4' SEED 5' (SEE NO SOD & MULCH BELOW) STRIP ^^ CURB (TYP) MIN. 1-1/2" FDOT TYPE S-3 ASPH. CONC. (TYP) 2.00% 2, 0q 12" (TYP) COMPACTED 8" LIMEROCK BASE \\/• SUBGRADE 98% MAX. DENSITY 12" STABILIZED SUBBASE 12" (TYP) 98% MAX. DENSITY "�-- NOTE: SIDEWALK SHALL BE 6.0 FEET WIDE BETWEEN STATIONS 18+20 AND 24+00 ON STREET I, OTHERWISE SIDEWALKS ARE 5.0 FEET WIDE OR AS NOTED, TYPICAL STREET SECTION 6 3 NOT TO SCALE 26 32' 12' T I 20' PARKING 12' 6' 2' STALL 1.33' TYPE 'F' CURB I MIN. 1-1/2" FOOT TYPE TYPE 'A' CURB TYP CONC 3 ASPH. . () 2 0% &GUTTER 8" LIMEROCK BASE S—&GUTTER j\�//\�//\�//\\//\- :.-- d 2 0� 98% MAX. DENSITY I \r \/ COMPACTED SUBGRADE 12" STABILIZED SUBBASE STREET 'L' CLUBHOUSE ENTRANCE 98% MAX. DENSITY NOTE: RAISED CURBING TO BE USED IN ALL AREAS NOT CONTAINING DRIVEWAYS SECTION 4 NOT TO SCALE 26 ,) q 2. SWALE—SEE PLAN GRADES CONTRACTOR SHALL SOD SWALE SECTION 6 NOT TO SCALE 26 R/W 10' UTILITIES 5' CONC. _ 6 ENT EASEMENT SIDEWALK 5' CONC. SIDEWALK ONE SIDE ONLY (TYP) 2' CONTRACTOR SHALL SOD SWALE SECTION 5 NOT TO SCALE 26 BARRIER WALL — SEE LANDSCAPE PLANS SECTION NOT TO SCALE 26 ') 6' CONC. SIDEWALK SEE NOTE BELOW) 12' 12' 2 11, 1 9' 20' PARKING 6ACE MIN. 1-1/2" FDOT TYPE S-3 ASPH CONC (TYP) PROVIDE TYPE "F" �- MIAMI VALLEY CURB PER PLAN 2 00 GUTTER (TYP.) 2% 2%zz COMPACTED / -•-12" (TYP) SUBGRADE J NOTE: 12" (TYP) 6" THICK STABILIZED SUBBASE (TYP) SIDEWALK SHALL BE 6.0 FEET WIDE BETWEEN STATIONS 18+20 AND 24+00 ON STREET I, OTHERWISE SIDEWALKS 8" LIMEROCK BASE (TYP) ARE 5.0 FEET WIDE OR AS NOTED. 12" SUB BASE COMPACTED TO 957. MAX DENSITY (TYP) 50' R/W R/W STREETTYPICALNjiL'ffAm SECTION • ` •NOTTO SCALE I ml D' UTIL EASEM cn z 01 .j tJ a APPROVEDti-- MARC D. ST HLI FLA. REGISTRATION N"J757 DATE : z 0 LLJ O N LLJ N N D E p a CNM ' rn (6 p LL Z5 6 to 2 d 6 N .4+ CO JO LL NNW" L C a> U EB7318 LB6680 LCO337 LLW ZDF MDS 50-66005 CS-1 8/16/05 ,26 67: DETECTABLE WARNING SURFACE AS REQUIRED PER ADA STANDARD 4.29 REQUIRED AT ALL CONCRETE SIDEWALK LANDINGS WITHIN PROJECT LIMITS DOME PATTERN SHALL BE IN -LINE WITH DIRECTION OF TRAVEL MATCH & CONNECT PROPOSED SIDEWALK `n;c000 TO ASPHALT PAVEMENT Y O 3 0 a. I 0 U T m 0 6 0 N 1:12 MAX. SLOPE (TYP LANDINGCONCRETE SIDEWALK/RAMP 4' CONC. SIDEWALK WITH 6X6 WI. 4xWl, 4 WWM AND CONTRACTION JOINT @ 5'-0' O.C. EXPANSION JOINT 2 20'-0 5' PROPOSED GRADE 2' PRIOR TO SOD 1/4 " : 1' SLOPE III II-695 STABILIZED MAX. DENSITY)RIAL 111=III=III=III=I I I=III=L111I NOTE: SIDEWALK TO BE 6' THICK UNDER DRIVEWAYS, TYPICAL SIDEWALK SECTION N.T.S. 1_ VALLEY GUTTER Vv v �° N.T.S. 16" Some Slope As 9 ,,--Adjacent7» Adjacent Pavement 4 R /Joint Seal ,o DIMENSIONS & QUANTITIES D X A 8 C E F G MI N I GRATE SIZES CONCRETE (Cu. Yds.) SODDING (Sq. Yds.) Single Pipe Double Pipe Triple Pipe Quod Pipe Stondard Weight Pipe I Extra Strong Pipe Single Pipe Double Pipe Triple I Pipe Quad Pipe Single Pie Double Pipe Triple Pipe Quad Pipe 15" 2'-7" 1 2.27' 4.09' 6,36, 4.03' 8' 1.22' 4.63' 7.21' 9.79' 12.37' 1.19' 0.76 1.16 1.54 1.94 8 10 11 12 18' 2'-10' 2.36' 5,12' 7.48' 5.03, 9' 1.41' 4.92' 7.75' 10.58' 13.42' 1.21' 0.85 128 1.71 2.17 9 10 12 13 24' 3'-5. 2.53' 7.18' & 9.71' 7.03' A 11' 1.73' 5.50, 8.92, 12.33' 15.75' 1.25 1.02 1.58 2.15 2.75 10 12 13 15 30' 4'-3' 2,70' 9.2V 11.95' 0.03' 13, 2.00, 6.08' 10.33' 14.58' 18.83' 1.29' 2 112, S. 1.23 1.98 2.74 3,50 12 14 15 17 36' 5'-1. .87' 11.310 1a.18' 11.031D 15' 2.24' 6.67' 11,75' 16.83' 21.92' 1.33' 2 1/2' 1.401 2.38 3.33 4.24 13 15 7 20 42' 6'-,D'05' 13.37' 1NI121 13.03' 17' 2.45' 7.25' 13.25' 19.25' 25.25' 1.38' 21/2 3 1/2 1.60' 2.83 4.04 526 14 17 19 22 48' 6'-9"22' �1.,' 15.43' 18.6v 15.03' 19' 2.65' 7.83' 14.55' 21.TS 28.08' 1.42' 2 1/2 31/2 1.81 3.26 4.70 6.14 15 18 21 24 54' 7'-8' 39' 17.49' 20.88, 17.03' 21' 2.83' 8.42 16.08' 23.7V 31.42' 1.46 3 4' 20.15 3.78 5.54 7.28 17 20 23 27 60" B'-6' 3.56' 19.55' 23.11' 19.03 23' 3.00' 9.00' 17,50' 26.00' 34.50 1.50 3 4' 2.28 4.36 6.43 B.5D 18 22 25 29 L"M (2) 3/4 " HOL�� n o.az o a.zr 0imensons permitted to allow use of 8' standard pipe lengths O 10.40' O 10.10' Dimensions permitted to allow use of 12' standard pipe lengths. A O Concrete slab shall be deepened to form bridge across crown of pipe. See section below. BEVELED OR ROUND CORNERS J GRATE - FASTENER - --I CONCRETE SLAB, 3" THICK, la REINFORCED WITH WWF 6X6-WI.4XWIA TOP VIEW -SINGLE PIPE SECTION C/L PARKING SPACE 'Exp. Joint And --_mil--- Concrete Pavement 2.5' Preformed Joint Filler all For details depicting usage adjacent 2r EDGE OF to flexible pavement, see diagram right. 2"� PAVEMENT Note: For use adjacent to concrete or flexible pavement, concrete shown, PAVEMENT Expansion joint, preformed joint filler and joint seal are required between curbs SECTION and concrete pavement only, see diagram right. (2) N0. 5 x 2'-0" (2) N0. 5 X 5' REQUIRED F. D . 0. T. TYP E "A" CURB CROSS SECTION N.T.S. PARKING BUMPER DETAIL N. T. S. CONSTRUCTION JOINTS PERMITTED 2 J SOD CONSTRICTION JOINTS PERMITTED Note; See Sheets 5 and 6 for details DITCH GRADE and general notes. •Shoe; 1/2" MIN To q Pipe For Pipes 18' And Smaller 2:1 For Pipes 24" And 1' Cnn Larger. MITERED END SECTION NOT TO SCALE TOP VIEW -MULTIPLE PIPE CAST IRON GRA *SEE NOTE 9 A L TOP VIEW Optional Ke-y' (In Lieu Of Dowels) 3'-6" Or 4'-0" (Bottom Or Riser) SECTION AA (SEE NOTE 6 BELOW) #5 Bars Top #6 Bars Bottom turns, Each (Min.) 14 Bars Continuous Or 12" Returns (Same Below) K4-W4.0 x W4.0 I - elded Wire Fabric, ottom L bJ Closed Stirrups 8" cer (Three Sides) 6" #5 Bar Top & 1 Bottom, L=18" #5 Bar #6 Bar Wire Fabric a TOP SLABS 4 Bars, 6" cc, Top & Bottom #4 Bar #5 Bars, With Hooks. (� 6" cc, Bottom B4 Bar l - #4 Bars, 12" cc Or 4x4-W4.0 x W4.0 Welded Wire Fabric VARIES I 40" x 20" 2 #4 Bars Top & Bottom #4 Bar (12" Legs) TOP VIEW #5 Bars #4 Bars (Or Fabric) #4 Bar Optional K.e-✓ I I (In Lieu Of Dowels) 3'- 6" j (Bottom Or Riser) Z SECTION BB (SEE NOTE 6 BELOW) GENERAL NOTES 1. This inlet is primarily intended for locations with light to moderate flows where right of way does not permit the use of throated Curb Inlets Types 1 through 6. The typical application is on curb returns to city streets. The inlet grate is suitable for pedestrian and bicycle traffic. 2. This inlet to be located in vertical faced curbs such as Curb and Gutter Type F. Grate shall be oriented with vanes directed toward predominate flow. Inlet to be located outside pedestrian crosswalk where practical. 3. For structure bottoms see Index No. 200. For supplemental details see Index No. 201. 4. All steel in slab tops shall have a minimum cover unless otherwise shown. Tops shall be either cost-in-ploce or precast concrete. 5. For Alternate B applications, top slab openings shall be placed such that 2 edges of inlet frame will be located directly above bottom wall 6. When used on a structure with dimensions larger than those detailed above and risers are not applied, the top slab shall be constructed using Index 200 with the slab opening adjust to 24"!36". The "Special Top Slab" on Index 200 is not permitted. 7. Frame may be adjusted with one to six courses of brick. 8. Inlet and grate detail shown is Neenah R-3067-L. Vaned grates with approximately equal openings will be permitted that satisfy AASHTO H-20 loading. Inlet and grate shall be Class 30 castings in accordance with ASTM A 48. Grates shall be reversible, right or left. 9. USF Foundry 5112 valley gutter inlet frame and 6143 grate, and 5107 valley gutter inlet frame and 6154 grate are to be used where called out as modifications to the Type 9 curb inlet top (see Drainage Structure Data Table). MODIFIED F.D.O.T. TYPE 9 INLET FDOT INDEX NO. 214 N.T.S. G • � CONTROL STRUCTURE NOTE: WHEN USED ON HIGH SIDE OF ROADWAYS, THE CROSS SLOPE OF THE GUTTER SHALL MATCH THE CROSS SLOPE OF THE ADJACENT PAVEMENT AND THE THICKNESS OF THE LIP SHALL BE 6", UNLESS OTHERWISE SHOWN. o - l- ASPHALT N z FINISHED GRADE r 1 ail ; 1l ; ;III,;,II � N 9. A ". MDO Ole 4" CURB PAD :. COMPACTED PRIMED LIMEROCK BASE $.. COMPACTED SUBGRADE 24" TYPE "F" CURB AND GUTTER N.T.S. IM 1, eMe Biel In I AO IR °� APPROVED : MARDST HLI FLA. REGISTRATION N0.52781 DATE ■'! Ln z 0 En LI W O O tV *Jf) CM C CO - Q Cn co oar°coE M CD 0 +s Inc LL . o, 00 W 00 tJ O a?r WJC1 11110011111" ia C a� V TRENCH WIDTH VARIES W/ SIZE OF PIPE CROWN CH IN UNIMPROVED N AREAS (3" MIN.) FINISHED GRADE (SEE NOTE 8ui %\\ x /\\ SEE NOTE 4; z ui N COMMON FILL i PIPE O.D..//�\ 12" (TYP.Y�\ z COMMON Li m z UNDISTURBED ` - - - EARTH / d w (SEE NOTE 3) �j j a NOTES: 1. PIPE BEDDING: SELECT COMMON FILL COMPACTED TO 95% OF THE MAXIMUM DENSITY AS PER AASHTO T-180, 2. TRENCH BACKFILL: COMMON FILL COMPACTED TO 95% OF THE MAXIMUM DENSITY AS PER AASHTO T-180. 3. PIPE BEDDING UTILIZING SELECT COMMON FILL OR BEDDING ROCK IN ACCORDANCE WITH TYPE A BEDDING AND TRENCHING DETAIL MAY BE REQUIRED AS DIRECTED BY THE CITY. 4. (*): 15" MAX, FOR PIPE DIAMETER LESS THAN 24", AND 24" MAX. FOR PIPE DIAMETER 24" AND LARGER. 5. WATER SHALL NOT BE PERMITTED IN THE TRENCH DURING CONSTRUCTION. 6. ALL PIPE TO BE INSTALLED WITH BELL FACING UPSTREAM TO THE DIRECTION OF THE FLOW. 7. REFER TO SECTION 32.5 OF THE MANUAL FOR SHEETING AND BRACING IN EXCAVATIONS. 8. FINAL RESTORATION IN IMPROVED AREAS SHALL BE IN COMPLIANCE WITH ALL APPLICABLE REGULATIONS OF GOVERNING AGENCIES. SURFACE RESTORATION WITHIN CITY OF OCOEE RIGHT-OF-WAY SHALL COMPLY WITH REQUIREMENT OF RIGHT-OF-WAY UTILIZATION REGULATIONS AND ROAD CONSTRUCTION SPECIFICATIONS. TYPAND TTRENCHINGE BEDDING N.T.S. CROWN TRENCH IN TRENCH WIDTH VARIES UNIMPROVED AREAS W/ SIZE OF PIPE (3" MIN.) (SEE TYPE 8 BEDDING AND TRENCHING DETAIL FOR OTHER FINISHED GRADE RESTORATION.) \ // COMMON FILL SEE NOTE,4 PIPE .0.. 0 Z3 -j y\�`' Y w �- N Lj 0 v 12' (TYP. /\/ z SELECT 0 w o 0 SELECT COMMON / / COMMON FILL m z \/ \ BEDDING ROCK o ' \ a a � PIPE BEDDING �/\ p (SEE NOTE 8 & 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. B. GRAVITY SEWERS SHALL UTILIZE TYPE A BEDDING, IF REQUIRED BY THE CITY, BEDDING DEPTH SHALL BE 4" MINIMUM FOR PIPE DIAMETER LESS THAN 15", AND 6" MINIMUM FOR PIPE DIAMETER 16" AND LARGER. 9, DEPTH FOR REMOVAL OF UNSUITABLE MATERIAL SHALL GOVERN DEPTH OF BEDDING ROCK BELOW THE PIPE. CITY SHALL DETERMINE IN THE FIELD REQUIRED REMOVAL OF UNSUITABLE MATERIAL TO REACH SUITABLE FOUNDATION. TYPE A BEDDING AND TRENCHING DETAIL N.T.S. 24" x 24" x 6" THICK CONC. PAD TYP. EACH VALVE BOX. 3" DIA. BRONZE DISC ANCHORED IN CONC. PAD STAMP AS REVID #4 BARS ALL (SEE NOTE 1) AROUND 3" DIA• BRONZE DISC ANCHORED IN CONC. PAD STAMP SIZE OF VALVE AS REQ'D. ° TYPE OF VALVE e SERVICE `°d wATER L_p C • °.. DIRECTION & NO. OF TURNS TO WA R ° OPEN w °d VALVE BOX AND COVER ° N (TYP.) ^ ,.. e °.a \: 2500 P.S.I. CONCRETE MIN. ANCHORS UNIMPROVED CONDITION TOP FLUSH WITH FINISHED GRADE 9' ASPHALT SURFACE BASE I I VALVE BOX 4" x 4" x 18" LONG AND COVER (MIN.) PRECAST POST (TYP.) WITH 3" DIAMETER BRONZE DISC SET IN IMPROVED CONDTITION GROUT AS SHOWN ABOVE, NOTES: 1. BRONZE IDENTIFICATION DISC SHALL BE REQUIRED FOR ALL VALVES 16" AND LARGER, OR AS REQUIRED BY THE CITY FOR CRITICAL OFFSITE VALVES. 2. VALVE COLLAR DIMENSIONS MAY BE REDUCED TO 18" x 18" x 6" WHEN THE BRONZE IDENTIFICATION DISC IS NOT REQUIRED. VALVE COLLAR DETAIL N.T.S. s 0 a CORPORATION M ) CURB NOTE3)3) STOP CORPORATION M N,) FITTING o MARK WITH (13/4')/4 m WOOD PAINTED BLUE & WITH CURB STOP z LOT NUMBERS z 2 EA. 0 Of 11 tD POLYETHYLENE POLYETHYLENE U- TUBING (1" MIN.) TUBING (1" MIN.) 3 � SINGLE METER BOX AND WATER METER DOUBLE METER BOX, WATER METER, AND (METER TO BE ,n PROVIDED BY CITY, BACKFLOW TO BE PROVIDED AND TESTED BACKFLOW DEVICE (METER TO BE o PROVIDED BY CITY, BACKFLOW TO BE BY CONTRACTOR) PROVIDED AND TESTED BY CONTRACTOR) b SINGLE SERVICE DOUBLE SERVICE z z j CORPORATION STOP Ij & FITTING i (NORMALLY OPEN) AWWA TYPE 0 CC THREADS TO METER BOX ASSEMBLY SADDLE / POLYETHYLENE E TUBING 30 - 45 DEG. N m a WATER MAIN v NOTES: ul 0 1. ALL FITTINGS SHALL BE BRASS WITH COMPRESSION/PACK JOINT D TYPE CONNECTIONS. I 2. NO SERVICE LINE SHALL TERMINATE UNDER A DRIVEWAY. t 3. EACH SERVICE SHALL TERMINATE AT A CURB STOP(S) WHICH o SHALL BE EXPOSED APPROXIMATELY 3' ABOVE FINAL GRADE AND R TIED TO A 2" x 4" x 4" STAKE WITH THE TOP PAINTED BLUE AND N MARKED WITH THE NUMBER OF THE LOT(S) TO BE SERVED. WATER SERVICE CONNECTION DETAILS N.T.S. CONCRETE THRUST BLOCK (TYP.) TEE & WYE r__ 90° BEND 45' & 222 BEND RESTRAINED PIPE LENGTH (LINEAL FEET) PIPE SIZE TEE & WYE 90' BEND 45' BEND 224' BEND 114 BEND 6 27 27 16 9 5 8 34 34 20 11 6 10 41 41 24 14 7 12 48 48 28 16 8 14 55 55 32 18 10 16 62 62 35 20 11 18 69 69 39 22 12 20 75 75 42 24 13 24 87 :::87 49 27 14 30 104 104 57 31 17 36 120 120 65 35 19 42 134 134 72 39 21 48 11 147 147 79 42 22 54 160 160 85 45 24 METALLIC LOCATING WIRE TEARLY 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. LOCATING WE DETAIL N.T.S. FINISHED GRADE 2" GATE VALVE 2" 900 RESTRAINED JOINT DUCTILE IRON WATER MAIN DOUBLE METER BOX (18" x 24" MIN,) aooe'o,e6a,ee° oao°eoo°e,o°ea 0 oso °ve 6" °Oe O.e O•e 0 °a.e o•°°o.o°o •o°o o°ono°o.o 2" 900 BEND 6" BEDDING ROCK TAPPED CAP NOTES: 1. ALL 2" PIPE AND FITTINGS SHALL BE SCHEDULE 40 GALVANIZED STEEL OR BRASS WITH THREADED (NPT) JOINTS. BLOWOFF VALVE DETAIL N.T.S. 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: 2000 PSF LAYING CONDITIONS: 3 * S. FOR PIPE ENCASED IN POLYETHYLENE, USE VALUES GIVEN IN PARENTHESES OR INCREASE THE GIVEN VALUE BY A FACTOR OF 1,5. * TO BE COMPLETED BY THE ENGINEER. RESTRAINED JOINT DETAIL N.T.S. SET TOP OF VALVE BOX TO FINISHED GRADE CONCRETE COLLAR IN UNPAVED AREAS FINISHED GRADE -� I (SEE DETAILS) t ADJUSTABLE CAST IRON SEE NOTE 2 --- I VALVE BOX BOX SHALL REST ON RESILIENT SEAT BEDDING ROCK NOT M. J. GATE VALVE ON VALVE OR PIPE AND SHALL BE WATER CENTERED ON MAIN OPERATING NUT •o o•o°o e°eeeo;e •e O♦ ° b•o°o•o°o•o °o.o°o.e°o. °o.o°o.o°b• °o.e°o.°°a.e° fo•o°o. o°o.o°o. o°o•oo °o^o II ^ 6" BEDDING ROCK NOTES: 1. PVC EXTENSIONS SHALL NOT BE USED ON VALVE BOX INSTALLATION. 2. THE ACTUATING NUT FOR DEEPER VALVES SHALL BE EXTENDED TO COME UP TO 2 FOOT DEPTH BELOW FINISHED GRADE. GATE VALVE AND BOX DETAIL N. T. S. HOSE NOZZLE --� 24" SQUARE OR ROUND AND 6" THICK REINFORCED CONCRETE SHEAR PAD. SEE NOTE 1 2 - #4AT9" 0•C. ALL AROUND COMPACTED BACKFILL SEE NOTE 2 tl I DOUBLE CHECK BACKFLOW PREVENTER ASSEMBLY 2"METER /p PIPE ANDFITTINGS PROVIDE TEMPORARY SUPPORTS AS REQUIRED. PRESSURE GAUGE 12" TO 30" 3/4" HOSEBIBB o ABOVE W/VACUUM BREAKER 2" SCHD. 80 PVC. GRADE 2" SCHD. 80 PVC PRESSURE GAUGE DOUBLE STRAP SADDLE =1�1 I �I111=I1 2" CORP. STOP 2" CORP. STOP a EXISTING WATER LINE @ NEW WATER LINE J J J J FLOW TIE-IN VALVE MUST BE CLOSED AND REMAIN LOCKED. CITY TO PROVIDE LOCKING MECHANISM. VALVE WILL BE OPERATED BY CITY PERSONNEL ONLY. NOTES: 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL MATERIALS, ASSEMBLY, AND THE INSTALLATION OF THE DEVICE. 2. BACKFLOW PREVENTERS WILL NOT BE PROVIDED BY THE CITY. 3. ALL BACKFLOW PREVETERS SHALL BE TESTED. 4. BACKFLOW PREVENTERS SHALL BE SCREENED FROM VIEW WITH MIN. 36" HIGH SWEET VIBURNUM (VIBURNUM ODORATISSIMUM) SPACED 30" O.C. TEMPORARY JUMPER CONNECTION N.T.S. HYDRANT OPERATING NUT AS REQ'D. - VALVE COLLAR (SEE DETAIL) M J HYDRANT ANCHORING TEE ��ryry I �-6" BEDDING ROCK RE � - RESILIENT SEAT GATE VALVE AND BOX ASSEMBLY DETAIL (SEE DETAIL) N.T.S. co low CC w I- Q APPROVED : MA HLI 7 ®� ilA. REGISTRATION N0. 52781 DATE m M N rw r� LLJN Co N N 00 co o fc,0 E rNi Boa cp L ' v O m >� m i C6 0 LL 001= U d 00} N O +°: co (cso .� o IL c U In z 0 In w Of In z 0 In w Of CONCRI SET COVERS FLUSH IN PAVED AREAS & AT ELEVATIIONS SHOWN IN UNPAVED AREAS. TROWEL —FINISHED CONCRETE BENCHING SEE MANHOLE CONNECTION DETAILS —MANHOLE FRAME & COVER (SEE STANDARD DETAIL) FRAMES BEDDED IN MORTAR 2 COURSES OF BRICK (MIN,) 1'-6" MIN4 COURSES (MAX.) . 1 3'-0" MAX.L1 W 5 2'-0" Q > , INSIDE WALE OUTSIDE WALL PRE -PRIMED JOINT EPDXY COAL TAR COATINGS I �, C, SURFACES PER SPECIFICATIONS , 4'-0" 5" MIN, ¢ ``' � PRE —PRIMED PRE —MOLDED PLASTIC JOINT 1 JOINT SURFACES SEALER WITH PROTECTIVE WRAPPER (WRAPPER TO BE w REMOVED) BENCHING PER SPECIFICATIONS D o > COMPLETED REINFORCEMENT AND JOINT {- 6 JOINT WITH SQUEEZE -OUT DETAIL TO BE DESIGNED BY I MIN. SQUEEZE -OUT THE ENGINEER AND APPROVED I 8" MIN. BY THE CITY BEDDING ROCK I 2" MIN, I CAST -IN -PLACE I PRECAST MONOLITHIC _ CONCRETE BASE BASE NOTES: 1. MANHOLE SHOWN IS FOR SEWER SIZE 8" THRU 24", SEE SECTION 20.4.3 OF THE MANUAL FOR MANHOLE DIAMETER FOR SEWERS LARGER THAN 24". 2. DROP CONNECTIONS ARE REQUIRED WHENEVER INVERT OF INFLUENT SEWER IS 24" OR MORE ABOVE THE INVERT OF THE MANHOLE. SEE MANHOLE CONNECTION DETAILS. 3. APPROVED CONCENTRIC CONE DESIGN MAY BE USED AS AN ALTERNATIVE, PRECAST CONCRETE "HOLE PLAN AND SECTION N. T. S. SET TOP OF VALVE BOX TO FINISHED GRADE CONCRETE COLLAR IN UNPAVED AREAS FINISHED GRADE (SEE DETAILS) I r CAST IRON 611111Ixguo om RESILIENT SEAT M. J. GATE VALVE — WATER MAIN VALVE BOX BOX SHALL REST ON BEDDING ROCK NOT _ ON VALVE OR PIPE AND SHALL BE CENTERED ON OPERATING NUT r II P;°ao,o°o r°O.o°O.o 41 i 0•O°0O 0. ° .0. .0 ao,°O.00Q,o � •0 0o•000°0 a0.0°0 e0 O.p°O. O . 0 ° 0.0 ° 0 . ° ° 0 . .0 0 . p ° 0 . , ° 0 . ° ° 0.. . 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. 71UG VALVE AND BOX DETAI N.T.S. i \ PRECAST TEE MANHOLE o q WALL I �-INFLUENT SEWER I 1 (SEE NOTE 3) CONCRETE ENCASEMENT OF VERTICAL PIPE DROP PIPE INLET CONNECTION (SEE NOTE 1) AS REQUIRED 90° BEND a.:.: I — PRECAST STANDARD DROP DETAIL MANHOLE WALL TRANSITE COLLAR ENCASED IN NON -SHRINK GROUT FLUSH WITH MANHOLE WALL PVC OR DI (SEE NOTE 2) — I PRECASTr. MANHOLE WALL SPECIAL DETAIL FOR 24" DIAMETER _ PIPE AND LARGER STAINLESS STEEL I PVC OR BAND DIP �— STAINLESS STEEL PIPE CLAMP RESILIENT CONNECTOR STANDARD PRECAST MANHOLE PIPE CONNECTION NOTES: 1. DROP PIPE AND FITTINGS SHALL BE OF EQUAL SIZE AND MATERIAL AS THE INFLUENT SEWER. 2. THE CITY MAY APPROVE ALTERNATE WATER TIGHT CONNECTION DETAILS FOR CONNECTION OF 24" DIAMETER PIPES AND LARGER. 3. AN OUTSIDE DROP CONNECTION SHALL BE REQUIRED FOR ALL INFLUENT LINES WHICH HAVE AN INVERT 2' OR MORE ABOVE THE MANHOLE INVERT. ,"HOLE CONNECTION VARIES LOT LINE I WYE WITH 6 BRANCH - N wLJ6" 45 ° U) O BEND CLEAN -OUT REMOVABLE SEE NOTE 1 PLUG VARIES , w z_ J --r-- SEWER MAIN SIZE VARIES CLEAN —OUT (TYP.) WYE WITH SEE NOTE 1 6' BRANCH 6" 450 WYE WITH BEND 6' BRANCH LOT LINE DOUBLE WYE 010-1 FINISHED GRADE SLOPE TOTERINAL <, \ DEPTH AT 1.0% MIN. - (TYP.) n ROTATE SPRING LINE TERMINAL DEPTH 30 (TYP.) AS REQUIRED FOR (SEE NOTE 3) I SEWER MAIN "HOUSE" SERVICE (3' MIN.)(TYP,) SINGLE DOUBLE LATERAL LATERAL PROFILE NOTES: 1. CLEAN -OUT (SHOWN SHADED) SHALL BE INSTALLED BY THE BUILDER IN ACCORDANCE WITH STANDARD PLUMBING CODE. 2. LOCATE SINGLE LATERAL AS CLOSE TO LOT LINE AS POSSIBLE, 25' MAXIMUM. 3. INVERT OF SERVICE LATERAL SHALL NOT ENTER SEWER MAIN BELOW SPRING LINE. SERVICE LATERAL DETAIL N.T.S. RAISED 1-1/2" LETTERS FLUSH WITH TOP OF 6„ P LAN 23-3/4" 2-7/8" ELEVATION 2 — NON PENETRATING PICK HOLES MACHINED / MATING SURFACES \ — 1-1 /4" OP11ONAL FRAME i COVER BRICK AND MORTAR CASING -... ,-SEAL r 'CARRIER PIPE-� �- SPACERS „A„ CARRIER PIPE --- SPACER CASING SEAL —CASING PIPE ;K AND MORTAR L SECTION "A -A" - MULTIPLEX MODEL END SEAL OR APPROVED EQUAL j -STEEL BAND CASING SPACERS =; FES: I. I'rit. UI11L.ili__ JIN TF;= STEEL ENCASEMENT DETAIL N. T. S. APPROVED : MARC D. SIEHLI FLA. REGISTRATION NO.52791 In z O In w o' O 0 U LLJ c N o y ..� > o .0 CjOCj «E r_ co O A - cm co 0 "ON cl ® Q uj'p L m (o o m5 o ai d U rn' ui ® `- N co c ~ _ Ys u- 2 W C fU U - ui (EB7318 LB6680 LCO337�= LLW ZDF MDS Q 50-66005 Z Sp-1 DATE: Zb%fie cn = 8/16/05 3,1�67� N Y O 3 O a- m 0 _N m O O O N t\ N ti U d J to O O t0 to 1 O t( 7 K U Z fn U 3 0 E O L C 3 0 r a� E N v 3 0 N 0 rn 0 to t Lo O 0 ID 1 O 4. 0 0 0 N N U O d F. u LJ 0 --------- 0- Fa GRAPHIC SCALE 0 20 40 80 IN FEET 1 INCH - 40 FEET Ul z 0 LJ [if c uu m 0 z 0 cl) 1,1,Ea w ccrx 2 WOO .j = ul 9% z w 0 I) Lu Cn ui 0 rx 0 cc 0 0 U. 1 O C) 0 0 tJ LL cn ui cf) W w C> C) cli I cl) 0 cf) co OD 5 Z v N 0,0 NE cy r,� r- cl) C) co L- 0' 0 LL 0 E clc>�co .j C? Uj Co N j w mi EB7318 L86680 LCO337 50-66005. 0 LP-3 2 9 1'2/1/05 vi z C) cn L'i ry C� C=) W =.C7'j EOD ID o co C', r Cf) (0 � 0.0 CII C6-= LL 0 g E CLIJ ID C, CD C\j to LL CD EB7318 LB6680 LCO337 5.0-66005 LP-4 29 �/O 5 C67 6 E -c 0 0 m u GoC, O co 0 0 PE GRAPHIC SCALE 80 0 40 80 160 IN FEET 1 INCH = 80 FEET V) z 0 V) uj rot C) Co cli =3 c/) W c%i M C\l (,o iz iz�f C:6 C:6 o c_O ZEN E 1? 8 O Ya) C6 Lula, 0-0 E.�+ co Id ) U. C= 1 R;. ";I: o - 1: -' HRD-1 3� . O 3/1 0/0!3i '-Lj. 67 L, M U 1 L %tlQQ . ' 0 TOMN ROAD NORTH MME mom LU V . . I-- 4 4 < 4 4 4. 4a G b4 <7 F 105 F 106 n27 (28,)--1 F� �IMAl IDE SIG �ONRY WALL/ BRICK WALL ,ITIFICATION ELEVATION: q: SEE 2 SEE RD-1 F o w 1-- 4, 4 > LF EST DING MASONRY < IDENTIFICATION "cV 17 /ALL IDENTI 4 SIGN: 5 4 4 N E w 5IGN: SEE(/� END MASONRY WALL: 4 z HRD-& BEGIN DECORATIVE E 't ®® �i ®®®® RAIL FENCE ..................................... .. 52 56 58 59 -8 29 30 31 40 51 — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — 4 6 7"* X X X X COORDINATE GEOMETRY -A x POINT: SEE CHART ON m SHEET HRD-lb to SITE FURNISHING IDENTIFICA- 0 0 Sl H] TIONSYM50L: SEE SCHEDULE X X ly) ON SHEET HRD-5 - ---------- o x doo dip 11 "o *ft 1, B X Al 'o V, 0 QL o u 0 doo Will DECORATIVE RAIL FENCE: SEE NORTH2 dW HRD-S -st 54 0 ;_1 6 GRAPHIC SCALE 10 E 0 10 20 40 0 W ISO IN FEET 1 INCH = 20 FEET c. C) C-i U) cc"Jl m co"il C, (,* to E C'J c� 0 cd C6 FL ga- d' f A sa i c(0i CO! rZ M ?�. cl> LL ui ATIC ' EB7318 LB6680 LC0337 > ui CP B CPB JW "A"; io--jEC F :!d 50-66005 w- ' ;:-. HRD-2 0-15 0;`�5� I _-�7,:�� 3jl67 .:'�� c 4 END FENCE RADIUS -4- L------------------------------- dop Ll .00 .00 T, 00 DECORATIVE RAIL + J FENCE; SEE (::j`� /// i 1 2 \ 1 I I I ° do 600* 54 q VIEW 1 11 —----------- ---------------------- -- ---------- ---- DECORATIVE FRAIL FENCE- SEE (:j) HRD_a -V 101 6 40 PEDESTRIAN -SCHOOL GATE: SEE � 6 HRD - 13 7T 85 NORTH V, lq* 'q L7. AK M M AL VIEW 2 DECORATIVE RAIL FENCE: SEE (:�) END RAIL FENCE: BEGIN PVC FENCE - - - - - - I - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - PVC VINYL FENCE ELEVATION - SEE 7 II b. MATC14LINE: HRD-4, VIEW I VIEW 3 NORTH :D] 0 ---- ------ -- -- -- ----- -- — -- ---- ---- - 271 --- — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — GRAPHIC SCALE 0 10 20 40 IN FEET 1 INCH = 20 FEET rol 23 COORDINATE GEOMETRY POINT., SEE CHART ON SWEET HRD-S SITE FURNISHING IDENTIFICA- TION SYMBOL: SEE SCHEDULE ON SWEET HRD-cJ U) 7- 0 Co C) r% kv AD U) UJ . s cNI ga t 0 rcO E C%J 8 coCJ cb C ,;t g LL aI E (Dco ui . . -6 co am- T CR cc$ CD Z5 ==J a: ,H,,_;CATES OF EB7318 LB6680 LC0337 CPB CPB klW 50-66005_ HRD-3 0 . �/O 5 .32 67 PVC VINYL FENCE ELEVATION: SEE /'� � H�RD�-S 0 cv ll1 } op � J U A I I I I I A /N I I I I I VIEW 1 NORTH VIEW 2 0 0 0 ®o 0 0 0 0 0 0 0 o m o F'VC VINYL FENCE ELEVATION: SEE NRD 8 I I I I I I I I I I I I n -------------------- G 0 o 0 0 0 0 0 o s o 0 o r I I I END PYC: VINYL FENCE: I i BEGIN MASONRY WALL I 0 BRICK WALL ELEVATION: SEE / t\ NHRD 1 120 0 I I B Ll F -1 Ll 1 21 r� M,4TGHLINE:I VIFEW 3 o I ° R'H VIEW 3 GRAPHIC SCALE 0 10 20 40 ( IN FEET ) 1 INCH = 20 FEET z (D V) w Uf N U) C N � r Q 6 O� N cN ~O (] cd t s _Q cc)! U N "� CoO LL WOMEN C U mimun 0 9 1 L-IIIIIIIIIII w 3 NFmm:M VIEW 2 - - - - - - - - - - - - - - - — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — 4w 1w MATCHLINE: VIEW 2 4 CO CONTROL POINT NTROL TROL PON T INT__ 01 N 5044a.43,17= 50145.10 7N,44e,,4 0'45,10 E 1 C�151 14 145 I M MA60 RY COLUMN A5ONRY COLUMN (77� — — — — — — — — — — — — — — — — — — - r7l�_ (75 /2\ ---_7__@� --- r@ — — — — — — — — — — ---- ; 41 1 4ri — — — — — — — — — — — — - END DECORATIVE 3 DECORATIVE RAIL FENCE/ RAIL FENCE/COLUMNS: COLUMNS: SEE(�� BEGIN MASONRY WALL BRICK WALL HR[)_8 ELEVATION: SEE (:() 70 HRD-1 MATC,HLINE: HRD-4, VIEW 3 O NORTH — — — 14 O &MONO 18 2185189 18 190Ij 8191- - - 193 - - - - - - - - - - - - - - - - - - - - - - - - - - - - VIEW 3 IIIIIIilllll.l.11lllll 0 NORTH Q. I` l;fVTA 1 *401 all ::[*:� M 23 COORDINATE GEOMETRY POINT: SEE CHART ON SHEET HRD-9 SITE FURNISHING IDENTIFICA- FH TION SYMBOL: SEE SCHEDULE ON SHEET HRO-S VIA GRAPHIC SCALE 0 10 20 40 1 1 No ISO IN FEET 1 INCH = 20 FEET L�ATE : V) z Ld LY c) c\jC) c'3 So mammal oh o 'C-0 co C.J c5 t,� 8 p 6 q co CD co :2 9 CD co LL [E as LLJ 2) CL 8 Mammal as O Room" w > w wE,Ri­'.:''.;!.:�' cc EB7318 LB6680 LCO337 CPB CPB Jw 50-66005 HRD-5 03/10/05[,:3 �6 N0F=,,TH mmmmmi 23 COORDINATE GEOMETRY POINT: SEE CHART ON SHEET HRD-13 SITE FURNISHING IDENTIFICA- [H] TION SYMBOL: 'SEE SCHEDULE ON SHEET HF;ZD-'B SITE SURFACING SYMBOL: 10 SEE SCHEDULE ON SHEET HRD-la GRAPHIC SCALE 0 10 20 40 IN FEET 1 INCH = 20 FEET VIEW 2 DA TE : V) z 0 V) nr In uj rc 2 ujo 0 LL, z c n W% ui 0 ujo uj cl) 0• 0 0 LL 0 1--o cl) LL ui r% C) CM cl) LLJ (1-11 C..'OD) 0 rcO cco" rL E Ci 8 cr) C> tm 0 c6 U-w ,cC E C70 [Z OF -'-LTH6Rj7AT,ON: EB7318 LB6680 LCO337 CPB CPE3 Jw 50-66005 HRD-6 � 5 D. 03/10/05 lil. 3 67 OF -'-LTH6Rj7AT,ON: EB7318 LB6680 LCO337 CPB CPE3 Jw 50-66005 HRD-6 � 5 D. 03/10/05 lil. 3 67 SECURE SOLDIER & ROWLOCK COURSES TO RUNNING BOND BELOW WITH GALV. STL ' BRICK TIES, PLACED VERTICALLY @ 24" c.c. f 2.5" x 8" x 3/16" GALV. STL. PLATE MAX. EXPOSURE ABOVE WITH 7/8" D. HOLE SOLDIER COURSE AND ROWLOCK FOR CAP AND OTHER GRADE = 8' 0" { f ' FLAT WASHER &NUT COURSE ABOVE REACTION PLATE. FOR ARCHITECTURAL DETAILS, ARCHITECTURAL DETAILS, TENSIO.N = 75 FT. / LBS. SEE LANDSCAPE ]DRAWINGS TORQUE. GROSS END SEE LANDSCAPE DRAWINGS #HRD-7 thru 4 3 TENSION = 3,750 #, MAX. #flRD-7 thru 9 M 1/2" D. GALV. STEEL MAX. EXPOSURE ABOVE THREADED ROD Cad 36" c.c. �V4GRADE = 6'-0" PRIVATE SIDE #5 DOWEL WITH 16" PROJECTION -ABOVE C.M.U. COURSE & 6" HOOK FIN. GRADE � 3000# CONC. FOR 12" CMU FILLED CELLS AND FOUNDATION 4" UTIL. BRICK STREET SIDE BRICK POST, BEYOND EE 12" C.M.U. „ N c (2) 95 CONT. 24" WIDE AT BOTTOM CONT. FTG. FOR KNEE ZVALL @ 36" c.c. 36" SQUARE FTG. FOR POST BEYOND FOUNDATION SOILS PREPARATION, COMPACTION & QUALITY CONTROL SPECIFICATIONS BY PROJECT SOILS ENGINEER TYPICAL STRUCTURAL SECTION 16" HIGH, CONTINUOUS UTILITY BRICK KNEEWALL BETWEEN 16" SQUARE UTILITY BRICK POST (N. T. S.) GENERAL NOTES I. ALL STEEL TO BE GRADE 60 OR BETTER 2. ALL MORTAR TO BE TYPE "S", HIGH STRENGTH 3. GRADE TO A NENEUUM OF 24" BELOW'FOOTING CONTACT TO BE COMPACTED TO 9504 OF MAXIMUM DRY DENSITY AT OPTIMUM MOISTURE (ASTM D-1557) 4. CONTRACTOR TO PROVIDE ONE 8" x 12" BRICK PILASTER AT EACH EXP JOINT, 5. MAXIMUM -DISTANCE BETWEEN EXPANSION JOINTS = 20 FEET (STRAIGHT RUN) 6. 90 DEGREE JOGS IN WALL MEASURING 24" WIDE OR GREATER CAN BE CONSIDERED EQUAL TO A 8" x 12" PILASTER, IN A STRAIGHT RUN. 7. THIS FREE-STANDING PRIS'_4CY WALL STRUCTURE IS DESIGNED TO MEET THE THE MINIMUM REQUIREMENTS FOR FBC 2001, 120 MPH WIND LOAD ZONE. (POST -TENSIONED) (N. T. S.) COUPLER %11 u r HEIGHT 11 (PRIVATE 1E S"ice! 11 STREET12" x 8" BRICK PILASTER SIDE r 1 • 1 i' z �. o��. D. GALV. STEEL THREADED oll, ROD 6 c.c. POST -TENSION 6 %1 �% MORTAR iCONC. f11�FILL CUREOF DAYS,1 1 FILL CMU COURSESOLID 11 1 111/ 1019 WITH 30009 CONCRETEOR \ 11 HIGH STRENGTHi ' ■ \ �I I FIN.GRADE 1/2" D. GALV, STEEL THREADED WITH FIELD BENT, HOOK. !� #5 CONT. 30009 CONC.1 FILLED CELLS t FOUNDATION Q al FOUNDATION SOILS PREPARATION, COMPACTION & QUALITY CONTROL SPECIFICATIONS BY PROJECT SOILS ENGINEER. TYPICAL STRUCTURAL S TI BRICK FENCE - 6 FOOT EXPOSURE CONTINUOUS 2411 WIDE FOOTING (N. T. S.) NOTE: THIS CONSTRUCTION, SECURED TO EITHER 16" OR 24" SQUARE BRICK POSTS, MAY BE EMPLOYED AT SIGN WALL LOCATIONS. (MAXIMUM SPAN BETWEEN POSTS =15 FEET) GENERAL NOTES I. ALL STEEL TO BE GRADE 60 OR BETTER 2. ALL MORTAR TO BE TYPE "S", HIGH STRENGTH 3. GRADE TO A NE NDIUM OF 24" BELOW TOOTING CONTACT TO BE COMPACTED TO 95% OF MARE IUM DRY DENSITY AT OPTEAUM MOISTURE (ASTM D-1557) 4. CONTRACTOR TO PROVE ONE 8" x 16" PILASTER, CENTERED BETWEEN EACH 1611 x 16" BRICKPOST. BRICK POSTS SPACED AT 20"-011, MAXOMUM. S. MAXIMUM DISTANCE BETWEEN EXPANSION JOINTS = 20'-0" (STRAIGHT RUN) 6. THIS FREE-STANDING PRIVACY WALL STRUCTURE IS DESIGNED TO MEET THE THE 1VENINIUM REQUIREMENTS FOR FBC 2001, 120 MPH WIND LOAD ZONE. 1611 FOR CAP AND OTHER sQuAURE ARCHITECTURAL DETAILS, SEE LANDSCAPE DRAWINGS FILL CENTER SOLID o WITH 30009 CONCRETE ° IN THIS AREA o / #HRD-7 thru:jr /MAX. EXPOSURE ABOVE GRADE = 8'-0" 0 #3 FULL HEIGHT, AT CORNERS, ONLY STREET SIDE TRUSS TYPE, HORIZ. REINF. @ 24" VERT. SLUSH FIRST 3 COURSES WITAND 000# CON'�TEE OR #3 DOWEL WITH 32" HIGH STRENGTH MORTAR PROJECTIONABOVE 1044 C.M.U. COURSE, WITH 8" FIN. GRADE loll HOOK AT CORNERS, ONLY • 8' C.M.U. 3000# CONC. FOR 8" CMU FILLED 3" - CELLS AND FOUNDATION V CL IF (4) #5 EACH WAY 241" for AT BOTTOM 16" SQUARE 36" SQUARE FOR 16" SQUARE POST FOUNDATION SOILS PREPARATION, COMPACTION & QUALITY CONTROL SPECIFICATIONS BY PROJECT SOILS ENGINEER TYPICAL STRUCTURAL SECTION 16" SQUARE UTILITY BRICK POST UP TO 8'-0" EXPOSURE ABOVE FINISH GRADE (N. T. 8.) GENERAL NOTES 1. ALL STEEL TO BE GRADE 60 OR BETTER 2. ALL MORTAR TO BE TYPE "S", HIGH STRENGTH 3. GRADE TO A T IINIMUM OF 24" BELOW TOOTING CONTACT TO BE COMPACTED TO 95% OF MAXIMUM DRY DENSITY AT OPTIMUM MOISTURE (ASTM D-1557) 4. CONTRACTOR TO PROVIDE EXP. JOINT AT EACH BRICKPOST 5. MAXIMUM DISTANCE BETWEEN EXPANSION JOINTS = 20 FEET (STRAIGHT RUN) 6. 90 DEGREE JOGS IN WALL MEASURING 24" WIDE OR GREATER CAN BE CONSIDERED EQUAL TO A 81' x 12" PILASTER, IN A STRAIGHT RUN. 7. THIS FREE-STANDING PRISrACY WALL STRUCTURE IS DESIGNED TO MEET THE THE MINIMUM REQUIREMENTS FOR FBC 2001, 120 MPH WIND LOAD ZONE. FILLCENTER SOLID'"'ITH o 30004 CONCRETE IN THIS AREA (3 COURSES) o SLUSH FIRST 3 COURSES WITAND 000# CONtRETEE OR HIGH STRENGTH MORTAR � FIN. GRADE 3000# CONC. FOR 8" CMU FILLED CELLS AND FOUNDATION i 8 • i' •0 . r r - ru TNIAX. EXPOSURE ABOVE GRADE = 8'-0" ° 43 FULL HEIGHT, AT CORNERS, ONLY STREET SIDE TRUSS TYPE, HORIZ. REINF. 3" COURSE 4" UTIL. BRICK 1 #3 DOWEL :Ills%111 loll PROJECTIOURSEONABOVE lOOK AT CORNERS, ONLY I%/I////111 Hit II 311 (5) 45 EACH WAY for SQUARE' yi i SQUARE ,. FOUNDATION SOILS PREPARATION, COMPACTION & QUALITY CONTROL SPECIFICATIONS BY PROJECT SOILS ENGINEER TYPICAL STRUCTURAL SECTION 24" x 24" BRICK POST UP TO 8'-0" EXPOSURE ABOVE FINISH GRADE (N. T. S.) GENERAL NOTES I. ALL STEEL TO BE GRADE 60 OR BETTER 2. ALL MORTAR TO BE TYPE "S", HIGH STRENGTH 3. GRADE TO A MINIMUM OF 24" BELOW'FOOTL4G CONTACT TO BE COMPACTED TO 950% OF MAXIMUM DRY DENSITY AT OPTIMUM MOISTURE (ASTM D-1557) 4. CONTRACTOR TO PROVIDE EXP. JOINT AT EACH BRICKPOST S. MAX AIUMDISTANCE BETWEEN EXPANSION JOINTS = 20 FEET (STRAIGHT RUN) 6. THIS FREE-STANDING PRIVACY WALL STRUCTURE IS DESIGNED TO MEET THE THE MLYIMCM REQUIREMENTS FOR FBC 2001, 120 MPH WIND LOAD ZONE. I m 0 w 0 a O w O s a o� ¢ w O � w = ZO o0 U N wW 0 U ipC/) >• N N Q! of ' 'q of � o T ' ME-4 1=L OB Q+ A m A ICL O F- z o w -j p c=i z oLLI ff. ` � rU) s = z Q W o � U) 0 Q� U o� ® z o wZ o c o� ® Z� lFFF— ® o = P, � c__n f..W LLJ cn o z 1 Lu 0Lli w 0CD ®■,� z w .� W ® J O ¢ z Q to Z LL w � EE = z o V w ® _ < C) (� 0 Q o z �� Q 0 �, W z W V) o0 w U o 0 Lu w FE �>_ l'FF— o O J >- za o� W W �cl) w oui a(D o= o� Lon ¢< c �¢ V � Lu w d � ] C� z V vj w o °' o cn H O z --, O O O IlJ O n. SHEET AG =1 E m °0 u m m 0 m N O_ O O N O Pr MORTAR k�r-\1 I LJ u I IL_I I I BRICK SOLDIER COURSE Q AS MANUFACTURED BY JOHNSON BROS.: (941) 947-6734 24" ' WALL COLUMN CAP DETAIL SCALE: 1-1 /2"=1'-0" PAVER CROSS SECTION � 7 SCALE: 1-1 /2"=1'-0" MAIN ENTRANCE ELEVATION D-7 SCALE: 1 /4"=1'-0" ,, 3" 1" 2'-0" �N1 PRECAST CONC. CAP MORTAR CAP TO UTILITY AS MANUFACTURED BRICK SOLDIER COURSE BY JOHNSON BROS.: o (941) 947-6734 16" WALL COLUMN CAP DETAIL HRD-�7 SCALE: 1-1 /2"=1'-O" BRICK PAVERS WISH BAND JOINTS: SEE SURI`ACl s SCHEDULE CLEAN BUILDERS SAND SETTI14G BED TYPE V STABILIZED SUBBASE 3 * 5 CONT. 3000 PSI CONCRETE RIBBON CURB: PROVIDE CONTROL JOINTS EVERY 10 FEET ASPNALT PV1" IT. AND SUBBASE EXPANSION JOINT: SEE CIVIL PLANS NO. 5 * 18" O.C. BOTH WAYS EXISTING COMPACTED .. • r COLUMN CAP: SEE 11 HRRDD---7 16" COLUMN: SEE STRUCTURAL DETAILS IM a a° ! :5' SIDEWALK'-i _; . a' .e _ d . d(D a c I '- 1—_-� I -I I !— -�•I I I e, a a .a• a.. a �'_� I I__ —I I I;_ ._ i Ia a. a <. .Q a —I '! ---I i_III---I a _--iI I_I _-I �ii—I- -ii r--! -i=I I=I I� l —Ii 1:• _- — _i =I-_-1 -.I-- -- I •-i1 i --I I I --I I� =•I I i i , �-III- - ._— '-- -; I !--i +=-, I-- --i . I^I i -i --�i :-.,.i -_-I-'I ii I-,== ; I� � - ; I- - -- ' --1 I I---_� I- __ ; ;_ --- - _ I i i I — i I I---_I—i I ==II. i i 1 I— I _ _ II , 1I—1 _ _-_ MAIN ENTRANCE PEDESTRIAN GATE & ALUM. FENCE RD-! SCALE: 1 /2"=1'-0" 0 I o Qo 20'-0" TYP. (VARIES IN CERTAIN AREAS) PILASTER CENTERED BETWEEN COLUMNS (TYP. ) BRICK WALL ELEVATION RD—! SCALE: 1 /4"=1'-0" ENTRANCE GATE EXIT GATE 16" COLUMN: SEE — STRUCTURAL DETAILS i�.PF'E2i'4�Eii "BALL" STYLE POST TOP IMPERIAL TOP RING 1-3/8" X 1-1 /2" U—CHANNEL RAIL 2" SQUARE UPRIGHT 2-1 /2" SQUARE POST 1" SQUARE PICKET FULCRUM LATCH W/ STRIKE STRAP INDU�ST DRIVE RIVET 4" UTILITY BRICK SOLDIER COURSE ATTA H GATE�TO COLUMN PER MFR. SPECIFICATIONS FOOTING: SEE STRUCTURAL DETAILS ANCHOR POST IN CONC. (MIN. 3000 PSI) SEE HARDSCAPE PLAN FOR POST LOCATION ALL DETAIL Akt 1 COLUMN CAP: SEE HRD-9 6" UTILITY BRICK SOLDIER COURSE 4"X4"X12" UTILITY BRICK: RUNNING BOND PATTERN h, . m a_ u m d- u Eo O > N °a� N N N O C z C y n s E O r u E Z — 0 a. y, N Ou �u U o ° n IN a m ° m v 0 N N �1 GN I� Q 6 16 O c_o Cfl E 70 M O Zoo0-0 Uj Q LL N m I' co L U N CO Cc$� a O U- Pm0 v EB7318 LB6680 LCO337 CPB CPB JW 50-66005 HRD-7 03/10/05 ::I 67 I wx *NOTE: SQUARE FOOTAGE FOR ENTRANCE SIGNS WILL BE AS DICTATED BY THE CITY OF OCOEE LAND DEVELOPMENT CODE 12)-0)' It, 11:11 COLUMN CAP: SEE 2 HRD-7 4" UTILITY BRICK SOLDIER COURSE IDENTIFICATION LETTERING (BY OWNER) ATTACH TO BRICK WALL PER SIGN M C I S* 16" �BRRICKOLUMN: SEE STRUCTURAL DETAILS 4" X 4" X 12" UTILITY BRICK RUNNING BOND PATTERN $ FREESTANDING ENTRANCE SIGN DETAIL SCALE: 1/4`1'-0" A DECORATIVE RAIL FENCING/COLUMN DETAIL HR`D--8 SCALE: 1 /2"=1'-O" SECONDARY ENTRANCE ELEVATION i'/N A I—. -1 / A " d f nf7 I-) V /" l_ lL . I / `t — 1 — V 0 co o *NOTE: SQUARE FOOTAGE FOR ENTRANCE SIGNS WILL 3E AS DICTATED BY THE CITY OF OCOEE _AND DEVELOPMENT CODE 15'— 0" El WALL MOUNTED ENTRANCE SIGN ' DETAIL SCALE: 1 /4"=1'-0" 0 COLUMN CAP: SEE �--I HRD-7 "QrKAI—DDl\/ATE- r` TV1 c \/IKIv1 24" BRICK COLUMN: SEE STRUCTURAL DETAILS O 4" UTILITY BRICK i SOLDIER COURSE IDENTIFICATION LETTERING (BY OWNER) ATTACH *TO BRICK WALL PER SIGN MFR. SPECIFICATIONS 4" x 4" x 12" UTILITY BRICK: RUNNING BOND PATTERN 99 VINYL FENCING DETAIL R0 8 SCALE: 1/2"--1'-0" • rl�I i III, i I' i m COLUMN CAP: SEE HRD-7 16" COLUMN: SEE STRUCTURAL DETAILS "BALL' STYLE POST TOP RING 1-3/8" X 1-1 /2" U-CHANNEL RAIL 4" X 4" X 12" UTILITY BRICK: RUNNING BOND PATTERN 2" SQUARE UPRIGHT 2-1/2" SQUARE POST 1" SQUARE PICKET FULCRUM LATCH W/STRIKE STRAP INDUSTRIAL DRIVE RIVET 4" UTILITY BRICK SOLDIER COURSE ATTACH GATE TO COLUMN PER MANUFACTURER SPECIFICATIONS FOOTING: SEE STRUCTURAL DETAILS ANCHOR POST IN CONCRETE (MIN. 3000 PSI) SEE HARDSCAPE PLAN FOR POST LOCATION SECONDARY ENTRANCE PEDESTRIAN GATE &ALUM. FENCE/WALL DETAIL SCALE: 1/2 "=l'—O" v� v EXIT GATE (lCf'nDATi\/E- CniTnAn{nr nArr APPROVCD r.. . 0 a >� � a� N U) N p o Z v u E O z E _ p — uj 3U T N o U w o cL — > v o o W o a m v 0 ITT I N .- rEL O N rmk LLJ N T CD Q c N O � wof CN O U O x fn p LL IL to co E U d 00 N LL ImI® U J • ..•• I SITE FURNISHINGS SCHEDULE SYMBOL I OTY. ITEM MODEL# MANUFACTURER/REP DESCRIPTION 6' PVC, VINYL FENCE i IMPERIAL ACADEMY FENCE COMPANY COLOR - TAN: "IMPERIAL" STYLE WITH MIDRAIL: (113) 674-0600 INSTALL PER MANUFACTURER'S SPECIFICATIONS 6' HIGH BRICK WALL BY CONTRACTOR SEE DETAILS, SHEETS HRD-7 & HRD-8 F-C-1 I YVINYL-COATED COLOR - WOODLAND GREEN: 2" FENCE MESH 360' BARFIELD FENCE CHAIN LINK FENCE W/2-1/4" C ROUND POSTS AND TWO ACCESS (407) 834-6564 GATES AS SHOWN ON PLAN MONUMENTAL IRON WORKS/ COLOR - BLACK: GALV. STEEL W/POWDER COAT IMPERIAL �D' DECORATIVE RAIL FENCE FD_1 :NOE MASTER-HALCO, INC. FINISH: &SECTIONS Wfl" PICKETS, CIRCLE INSERTS MODIFIED I -(562) 694-5066 f AND BALL POST CAPS: 6' HEIGHT MONUMENTAL IRON WORKS/ COLOR - BLACK: GALV. STEEL W/POWDER COAT FE] IMPERIAL'D' DECORATIVE RAIL FENCE MASTER-HALCO, INC. FINISH: 8' SECTIONS W/V PICKETS, CIRCLE INSERTS MODIFIED (562) 694-5066 AND BALL POST CAPS: 4-6" HEIGHT BRICK WALL/ 2 IDENTIFICATION SIGN BY CONTRACTOR SIGN TO BE DESIGNED BY OTHERS MONUMENTAL IRON WORKS/ GALV. STEEL W/POWDER COAT 4 SINGLE SWING GATE IMPERIAL'D' MASTER-HALCO, INC. FINISH: 4'GATE WIDTH W/1" PICKETS, CIRCLE MODIFIED (562) 694-5066 INSERTS AND BALL POST CAPS: 6' HEIGHT I COLOR - BLACK: GALV. STEEL W/POWDER COAT MONUMENTAL IRON WORKS/ I FINISH: "IMPERIAL" STYLE WICURVED TOP AND AUTO INGRESS/EGRESS IMPERIAL'D' F-H] 4 MODIFIED MASTER-HALCO, INC. 1" PICKETS, CIRCLE INSERTS AND BALL POST CAPS: DOUBLE SWING GATE (562) 694-5066 AUTOMATED OPERATION APPARATUS TO BE DETERMINED POOL FURNITURE TBD TBD TO BE CHOSEN PER OWNER DIRECTION PERIMETER CONTAINMENT FOR PLAY STRUCTURE 4 RAILROAD TIES BY CONTRACTOR & VOLLEYBALL COURT: INSTALL FLUSH WITH GRADE MOST DEPENDABLE FOUNTAINS- COLOR - BLACK: DIRECT BURIAL. INSTALL PER POOL SHOWER 500 DB (800) 552-6331 MANUFACTUER'S SPECIFICATIONS PATTERSON-WILLAMS ATHLETIC COJ 2 ROLLER COASTER BIKE RACK COLOR - BLACK: 9 BIKE CAPACITY: INSTALL PER 1602-09 CONTRACT CONNECTION, INC. (800) 772-8369 MFR. SPECIFICATIONS: DIRECT BURIAL MOUNT 32 GAL. TRASH RECEPT. LRR32F1 WABASH VALLEY/ COLOR - BLACK: MOUNT PER MANUFACTURER 8 i CONTRACT CONNECTION, INC. WFLAT LID i FTLO1 (800) 772-8369 SPECIFICATIONS LANDSCAPE STRUCTURES, INC./ i PLAYBOOSTER SYSTEM TYPE: INSTALL PER MFR. PLAY STRUCTURE 726 REP SERVICES, INC. I SPECIFICATIONS ---------- (800) 992-5357 &PLASTIC COATED WABASH VALLEY/ COLOR - BLACK: SURFACE MOUNT IN CONCRETE 5 F6_1 i STEEL BENCH i CYR4185 CONTRACT CONNECTION, INC. i PER MANUFACTURER SPECIFICATIONS (800) 772-8369 BASKETBALL STANDARD AND I LANDSCAPE STRUCTURES, NC./ CHAIN NET: FAN POLY BACKBOARD: TWIN -RIM 2 I GOAL APPARATUS I 116947A REP SERVICES, INC. GOALS: EMBEDDED MOUNT IN CONCRETE PER (800) 992-5367 MANUFACTURER SPECIFICATIONS PATTERSON-WILLIAMS ATHLETIC CO.! F-61 TENNIS NET 8352 CONTRACT CONNECTION, INC. i INSTALL PER MANUFACTURER SPECIFICATIONS (407) 877-0086 SQUARE TENNIS NET 2205 (POSTS) PATTERSON-WILLIAMS ATHLETIC COJ COLOR GREEN: INSTALL PER MANUFACTURER FT CONTRACT CONNECTION, INC. SUPPORT POSTS 8305-01 (SLEEVES) 1 SPECIFICATIONS (407) 877-0086 PATTERSON-WILLIAMS ATHLETIC CO-! ACT CONNECTION, INC. I 32'X 3' W(TOP CABLE FRI VOLLEYBALL NET 8361-20 CONTRACT 877-0086 ON !P ERS -WILLIAMS ATHLETIC COCO.!SQUARE VOLLEYBALL NET i COLOR - GREEN: 5" SQUARE W/TIGHTENING 2210-21 CONTRACT CONNECTION, INC. SUPPORT POSTS TURN CRANK (407) 877-0086 WABASH VALLEY/ 4 PICNIC TABLES CYR4185 CONTRACT CONNECTION, INC. COLOR -BLACK: SURFACE MOUNT IN CONCRETE W, (800) 772-8369 PER MANUFACTURER'S SPECIFICATIONS NOTES: 1) ALL SITE AMENITY COLOR AND MODEL SELECTIONS ARE SUBJECT TO FINAL APPROVAL BY OWNER. 2) ALL SITE AMENITY MANUFACTURER SELECTIONS ARE SUBJECT TO APPROVED EQUAL SUBSTITUTIONS BY OWNER. SURFACING SCHEDULE SYMBOL DESCRIPTION i MANUFACTURER COLOR COMMENTS O SAND BY CONTRACTOR WHITE SILICA SAND: INSTALL TO 10" DEPTH ON COMPACTED SUBGRADE COURT SURFACINGTED ACE SURFACES, INC. "REBOUND PRO" SURFACE PER (407) 865-6279 ACE SURFACE SPECIFICATIONS FIBAR SYSTEM 300 FIBAR SYSTEM NIA INSTALL PER MANUFACTURER WOOD FIBRE (800) 342-2721 SPECIFICATIONS L 6PEJ;�k PAVER MODULE TBD INSTALL PER OWNER DIRECTION & J� ) 21 -0 NU TURER SPECIFICAT PLAZA STANDARD PAVER MODULE 1 RED SINGLE ROW S I DIER COURSE AS (4"X8"X2-3/8')_ (305)216-0947 (E3) SHOWN ON PLANS PLAZA STANDARD PAVER MODULE RED/YELLOW/CHARCOAL 45' HERRINGBONE PATTERN AS (4" X 8" X 2-3/8') (305) 216-0947 (E345) SHOWN ON PLANS "BALL" STYLE POST TOP IMPERIAL TOP am 1-3/8" X 1-1/2" U-CHANNEL RAIL 2" SQUARE UPRIGHT 2-1/2" SQUARE POST 1" SQUARE PICKET FULCRUM LATCH W/ STRIKE STRAP INDUSTRIAL DRIVE RIVET ATTACH GATE TO POST PER MFR. SPECIFICATIONS ANCHOR POST IN CONC. (MIN. 3000 PSI) SEE HARDSCAPE PLAN FOR POST LOCATION PEDESTRIAN SCHOOL GATE DETAIL SCALE: 1/2"=V-0" _7 COORDINATE GEOMETRY CHART NO. NORTHING EASTING NO. NORTHING EASTING NO. NORTHING EASTING_ NO. NORTHING EASTING I NO. NORTHING STING 1 N 51652.07 E 5063-8.32-1 66 N 50290.35 E 50282.66 131 N 50389.55 E 50266.52 196 N 50241.75 E 50334.76 - 261 N 50562.96 1 E 51416.78 2 N 51652.33 E 50058.32_4111 67 N 503091 -1 F 50274.63 132 N 50419.04 1 E 50266.47 197 N 50242.39 E 50384.76 262 3 N 51652.58 E 50078.32 1 68 N 50447.79 E 133 N 50435.10 E 50266.45 198 N 50564.05 E 50488.031 263 4 N 51652.84 E 50098.32; 69 N 50447.75 -50243.24 I-E 6-02-20.07 134 N 50441.56 E 50266.44 199 N 50564.70 E 50538.6-21 264 5 IN 51653.10 E 50118.321 70 IN 50447.75 FE 50196.89 135 N 50447.82 E 50266.42 200 N 50484.06 t ou4bu.06 1 265 N 50484.20 7E_ 5466.70- - 6 N 51653.36 E 50138.32! 71 N 50467.68 1 E 50173.46 136 N 50447.68 I E 50173.71 201 N 50484.70 E 50539.05 266 N 50478.75 1 E 51398. 19 7 N 51653.61 E 50158.31 72 ..... ..... N 50487.68 E 50173.20 137 N 50667.66 E 50170.88 202 N 50559.17 1 E 50560.48 267 8 N 51653.87 E 50178.31 73 N 50507.67 E 50172.94 138 N 50687.66 1 E 50170.63 203 N 50559.58 E 50592-AI.8.. . ..... 1L.268 9 N 51654.13 E 50198.31 74 N 50527.67 E 50172.68" 139 N 50707.66 E 50170.37 204 N 50489.59 E 50593.38 ........ 269 N 50431.15 E 51365.75 10 N 51654.38 E 50218.31. 75 N 50547.67 E 50172.43 140 N 50727.66 E 50170.11 205 N 50489.18 IE I E 50561.38 270 - ------- 11 IN 51654.64 E 50238.31- 76 N 50567.67 E 50172.17 141 N 50744.06 1 E 50158.61 206 N 50567.01 50613.80 271 i N 50399.62 E 51403.36 12 N 51654.90 E 50258.31 77 N 50587.67 E 50171.91 142 N 50764.06 1 E 50158.35 207 N 50567.73 1 E 50669.79 272 1 13 N 51655.15 E 50278.30" 78 N 50607.67 50171.66 143 N 50784.06 1 E 50158.09 208 N 50481.74 I E 56670.90711 14 N 51655.41 E 50298.30, 79 _1_E N 50627.66 1 E 50171.40 144 N 50804.06 1 E 50157.83 209 N 50481.02 E 50614.90 I 974 15 N 51655.67 1 E 50318.30:_80­N50647.66 E 50171.14 145 _14_6 N 50824.06 1 E 50157.58 210 N 50456.68 E 50552.59 275 16 N 51655.93 E 50338.30:: 81 147 N 50839.49 N 50860.41 E 50169.47 E 50169.20 211 212 N 50441.68 IN 50456.68 E 50552.59 1 E 50572. 5--1- 1 276 TF-277 _08 17 N 51656.18 E 50358.30 82 18 N 51656.44 E 50378.3083 148 149 150 N 50881.49 N 50902.49 E 50168.93 E 50168.6 6 213 214 N 50441.68 N 5041 E 50572.59 E 50617. 491 f 279 1 19 20 N 51656.70 N 51656.95 E 50398.29 � 84 j E 50418.29 1 85 N 50560.74 T- E i 51227.50 N 50923.53 il 50168.39 215 N 50447.18 E 50617.68 1 280 21 N 51657.21 E 50438.29 86 152 N 5092�4�11 1 E 50147.39 E 50126.39 216 217 N 50447.18 N 50330.06 E 50688.37 E 50688.37 1 281 282 22 N 51657.47 E 50458.29! 87 23 N 51657.73 E 50478.29 88 N 50923.39 'E 50105.39 218 N 50329.96 E 50602.68 28 24 N 51657.98 E 50498.29 89 __153 154 IN 50923.36 1 E 50084.39 219 N 50425.46 E 50629.39 N4 25 26 IN 51658.24 N 51658.50 E 50518.28 90 E 50538.281 91 156 N 50923.33 N 50923.30 rE 50063.39 1 E 50042.39 220 221 N 50425.46 N 50385.46 It- 1 CX11301*39 E 50664.39 285 286 27 N 51658.75 E 50558.28 92 157 N 50923.27 1 E 50021.39 222 N 50385.46 E 50674.39 287 28 N 51659.01 E 50578.28' 93 158 N 50943.26 1 E 50021.13 223 N 50345.46 E 50674.39 288 29 N 51659.27 E 50598.28. 94 159 _f6_0_ N 50963.26 E 50020.88 224 N 50345.46 E 50619.39 1 289 1 N 50042.32 1 E 51466.78 30 N 51659.53 E 50618.281 95 N 50983.26 E 50020.62 225 N 50385.46 E 50619.39 1 290 IN 50420.34 1 E 50554.84 31 N 51659.77 E 50637.401 96 161 N 51003.26 E 50020.37 226 N 50385.46 1 E 50629.39 I_ 291 1 N 50420.34 E 50586.18 32 N 51649.30 E 50648.12 97 E 162 IN 51023 26 E 50020.11 227 N 50385.48 1 E 50025.51 _T_ 1 292 1 N 50399.01 1 E 50586.18 33 N 51633.30 50648.29! 98 163 N 5104 E 50019.86 228 N 50385.54 E 50035.17 293 1 N 50394.01 E 50591.18 34 N 51617.30 E 50648.46-! 99 164 N 51063.25 E 50019.60 229 1 294 N 50381.34 1 E 50591.18 35 N 51601.31 E 50648.641 100 165 N 51083.25 I E 50019.35 230 1 295 N 50376.34 1 E 50586.18 36 N 51601.39 E 50656.64 101 166 N 51103.25 E 50019.09 231 - - 296 N 50355.01 E 50586.18-' 37 N 51601.45 E 50662.091 102 167 N 51123.25 E 50018.84 232 N 51137.93 I E 51411.25 1 297 IN 50355.01 1 E 50554.84 38 39 N 51601.42 IN 5 1601.79 E 50664.51 E 50693.96 1.03 1 104 168 169 N 51143.25 N 51163.25 E 50018.58 E 50018.33 233 234 298 IN 50376.65 T 50554.84 299 1 IN 50376.65 E 50552.84 40 IN 51667.62 E 50703.22.1 105 1 170 N 51183.24 E 50018.07 235 T 300 IN 50376.65 E 50544.84 41 IN 51655.62 E 50703.35! 106 171 N 51203.24 E 50017.82 236 �301 N 50398.70 I E 50544.84 42 IN 51601.90 E 50703.86 172 N 51223.24 E 50017.56 237 N 50398.70 E 50552.84 43 IN 51602.00 E 50712.96 108 173 N 5194394 E 50017-31 238 303 j N 50398.TO E 50554.84 44 N 51602.31 E 50742.551 109 174 N 51263.24 E 50017.05 239 304 1 N 50362.18 1 E 50586.18 45 N 51602.35 E 50745.63­ 175---N 51283.24 E 50016.80 240 305 N 50413.18 E 50586.18 46 N 51602.40 E 50751.08 ill 176 N 51303.23 E 50016.54 241 306 N 50362.18 E 506.51 47 N 51602.48 E 50758.81 112 177 N 51323.23 E 50016.29 242 307 1 N 50413.18 E 50602-51 48 IN 51621.90 E 50758.78 113 178 N 51343.23 E 50016.03 243 49 IN 51641.31 E 50758.751 114 179 N 51363.23 E 50015.78 244 50 N 51660.73 E 50758.72 115 180 N_ 51382.73 E 50231 245 51 N 51671.47 E 50769.32 116 181 IN 51402.21 E 50024.83 246--- 52 N 51671.73 E 50789.32 117 182 IN 51422.20 E 50024.58 247 53 N 51671.98 E 50809.31 118 183 N 51442.20 E 50024.32 248 54 N 51132.74 E 50871.98 119 N 50038.93 E 50339.06 184 N 51462.20 E 50024.06 249 55 N 51672.24 E 50829.31 120 N 50058.93 E 50339.03 185 N 51482.20 E 50023.80 250 56 N 51672.50 E 50849.31 121 IN 50078.93 E 50339.00 186 N 51502.20 E 50023.55 251 57 N 51672.74 E 50869.32 122 N 50098.93 E 50338.97 187 N 51522.20 E 50023.29 252 58 N 51672.43 E 50889.31 123 N 50118.93 E 50338.94 188 IN 51542.20 E 50023.03 253 59 N 51671.40 E 5090928 124 N 50138.93 E 50338.91 189 N 51562.19 E 50022.78 254 60 N 50177.70 E 50330.84 125 IN 50158.93 E 50338.87 190 N 51581.33 E 50028.62 255 ---------- - 61 IN 50196.48 E 50322.81 126 IN 50327.90 E 50266.60 191 N 51601.33 E 50028.37 256 62 N 50215.25 E 50314.78 127 N 50337.59 E 50266.60 192 N 51621.33 E 50028.11 257 63 N 50234.03 E 50314.781 128 1 N 50344.04 E 50266.59 193 N 51641.32 E 50027.85 258 64 N 50252.80 E 50298.72-1 129 1 N 50352.82 E 50266.57 194_ N 50291.75 E 50334.12 259 65 N 50271.58 E 50290.691 130 1 N 50382.30 E 50266.53, 195 1 N 50292.39 E 50384.12 260 F] Z v, o E u E o 0 .0 cL > L, -u c c o c .2 oil I 0 uj cn cc� uj cc 2 wo j x um z n 01% ui 0 LLI uj cf) 0 rc 0 cc 0 0 UL umo >= cc 0� cf) L) LL o Ck cli W sa C:6 m f,_0 c,,'j E r- cr) C3 . CD c, E 00 L CO C\j O cY 0 LL m L) m (VOTE: SEE SITE FURNISHING SCHEDULE ON SHEET HRD-9 FOR EXACT MODEL NIMBERS AND DETAILED DESCRIPTIONS `IRASH RECEPTACLE CUT SHEETS a u') O > 04 , o CL cli z Q, -0 E (D u E z V) 0 CL > ul LJ c X c 0 O c\1 a) U.. ) LLJ s C,',Jj go, c* c.'j E CJ r- ce) cu c� -= Q VC6 u- CC ciE uiUCLA 0—i C) 'c ", cz r4. _0 C> O LL EB7318 LR6680 LC0337 CPB CPB JW_ ;!c 50-66005 HRD-10 9 11/14/05 -i. 36� 49!�,Ji MIMI IN M I rjw""i I �. Ik II _ III � } ■ • ­K" W, , ..Ii1:1:1:1,4,J.1l. I1! .. i � �hi a �� ■ate::.:. �■ � _.� d a- � �W won as M�m Ilk jj Will Mom= Urmmml I= ' eeeeaa mrwee _ eRroa� aoaet+� � ;� � ■ -- `:;rt� :. ■ Irtl. ; p Wi MIMI- GRAPHIC SCALE '30 0 40 80 160 ( IN FEET ) 1 INCH = 80 FEET MMM�� U) z V) W 2 C) C) cli IF r% Wsz cc,,ij C.,O) r, C, ol CD cr) w .. 6 20-61 Ic olj al 'It LL E87318 LB6680 LCO337 CPB CPB JW 50-66005 L-NP-1 [T-*--,.�;.�..-,��,,;�: D3/10/05��-0 6 0 X A ,I i ,' ► i I II I (� 11 2 ' LANDSCAPE6f:FEpt I II � II I II I III III i I 1 1 a.. III III � i �1 I III III � i III ° IIf 111 I i 11 ° III III I � I I III III I i I I III III I I III III I i �I I III IIf i i jl i 1 III III � I I o �I I V III III � i �1 I III III ' i III 111 I II I III III I i i1 I I III III ► ; �� � III III I II I I I i I1 111 I1 I � I I III III I i I III III i i III (I 125' L DSCAPE 5UR E III III i i 01 II II � I I a III III � � I I I III III i I I III IfI I I I I III Ill I III III 1 < I I d III III i 1 I I II I I I ®I I I i I I 1 (IIXIII III III W1 I III IIi (I I III III !I i III ►II ► ®I III a I IIi III � �� II III III i II I I III III III III III III i I I III III � III � I jl 111 III I III 25'11 LANDSCAPE BUFFER j III III � III III ' III I < III 111 � I I I III I I la III \\11 LANDSCAPE III \II BERM III M III 1\1 I fl °� I IIi \11 � III 111 I I a2 III 11\ I 1 Q�Vi X III 111 I 1 III \11 I i ' III 1 III III j III III ' III 1 . III IIi ' I'I III III III III III � I III III ' I I III III I 1 � 1 III III I � i III V5' LANDSCAPE) FFER I Illl IIi � �r�III 1� 111 III I lul 20 GRAPHIC SOLE 40 ( 1111 III I I WA 111 III I111 ( IN FEET) 111 III 11I 1 INCH = 20 FEET I 111 III i I�I I 11111 III I � 1 1 111 Ill III I I I ill III � 11 �II III � 1!I II III Iii I I i i z 0 V) w W< (n in ui umlo 0 -i x LL z n W% w • LLJO uj cn ::0 • LJL LL M • up) un uml COD N U) LLJ .0 N � 1 ® Q O) 07 O� co O Is0) OC,4 Cff O X N f4 L oLfa� ..E UJIR 70 W-jz.co ._— 31 0 mmi LL c U EB7318 LB6680 LCO337 CPB CPB JW 50-66005 LNP-2 J3/10/05 E '� 0 n U T m O Oi O O (V fD O O� 3 'O ai a 0 u N C O J N a 0 u N C ' O N O O f0 O N O O <� IAE Y-1 \ SOD UP . \\ \ IM V \ \ / \ \ IAE \ \ \ \ 2 .d \ / IAE \ \ \ d \ \ BOIL I G F \ G \ L! \ \ \ t \SO \ \ / \ \ \ IAE \ ° BUIL ING F GRAPHIC SCALE ° 20 0 10 20 40 i d \ S \ a \ \\ IN FEET 1 INCH = 20 FEET \ SO ° Q \ \ `1. NOTE: \ \ SEE SHE S LLAP-I4-LNP-20 FOR SUILDINc ° 4 ° 'A' -'G' L NDSCAPE PLANS \ \ ° / \� \ d ' SOD \ L NDSCAPE B R vd ° ° 3 SO oy _ . q L d Q \ v 11L, Im � o ° v 4 v d' \ 50 3 q x 3 SOD ---� a UPr4O 4- SOD I° mto 3 LGS sp q d / / / IA-5 �� q p Llm T l O m ° a d IA \ m °dYO d. v 44 a n d / / \ \\ • // ' I O N 0) r� LU a=) l c'no AT Q � N bco Q O co(No am �.p LL N CD 1✓ w U d �' N +� Z O �?> ct O to m I \ [a 15' LAN DSC E BUFFER - W a. EB7318 LB6680 LC0337 Q CPB CPB JW • i + Cl) 50-66005 AT LINE: SNEE LNF-1 ® LNP-4 Q 0 6 E 0 m u T m O O 6i O O O N f0 N O O� 3 v Oi n 0 u N V 0 0 J / N n 0 u N 9 0 O N O O O f0 O m O 0 O K a cl 4 44 4 4 wwO^ o Ell 4 ov 0 SOD 0 4 4 . 4 44 4 IV vo 61 LIW FS "L IM 4 0 0 ...................... .... ............. .... ..... .. .... O SOD F Ll Ll F-1 a 4-- � q c V ,LIN BUILDING'G' �24 111-CS11 BEr? TO ABUT AGAINST SEA GREEN 4 JUNIPER W�DGE AS 4 SWOLLIN ON TYP, UNIT PLANS (TYP.) 4 d. O %Fl 4 4 - p 4 Tj J, 4 4 4 7' L I Sm 4 4.4. 4. LCS 4 - :4 "4 4 4 zi 4 4 4 4 4. 4 . a k, . . " - Q.4O. 1 SOD 4 D 600 '4 .4 4, SOD NOTE, ji. LbIP-14-LNP-292 I=QM Blill DINGS Ah LANDSCAPE PLANS ro ov SOD 4- SOD . . a , — - SOD 4 - ::1111111111111111111 4 -4- . . I .4 4. -4 47 .4 4 4 4 .44. 4 o 4 4 4 a .4 .4 < . . 4 1 4 .4 4 4 4 4 4 00 - 4 .4 0 2 0 4rn 41 m UILDI G ' ' BUI DING lF7 IT! 4 Lj 28 Ll Li vo IAr 7 1 = o:z[Ao�> E 51 ...... .... ..... . ........ vo 00 SOD o. UP - 11AE UP F7tlp 111. -J vo Ll E 0 BUILDING 9E BULDINGF O rn c C) C) cli Cf) W CD go CD 0(,3,0 w C.J 8 cp u- Inc CO wCL co c%i O LL :--.t 0' l, mIIIWwm =Molmmmmmmmm mmm I m m III 1 MATCHL INE: SHEET LNF-5 I 1 -1-L �Im I I � �� � �\ II I 1►1 IIII iII III I II III IIII III - — — — — — — — — — ------------- h` IIII IIII JRIA f1v I I (I - `I� i II I II III I I - it jII I ( ICI � Ii 'III LANDSCAPE I) �Ii BERM I I II,i 11 III I III II III i I I I i�i 1 i i iII � 0 ' I III � ry11 III I iii ` ��I � i I I III � I��i II I I IiI ` �11 I� i ( III Iii I�` e I IiI! III l� i I i l i �I III - 3 �jl I III (� JRFA i I I I } l i ' HATi I -1L �Iw �/ IIII i i v III III III � ICI � 11 z Z=- -7 IIi I III III III ( 1 (T-)i 'JN Qv-1 71�' 4 as MULCH NOTE- SPE SHEETS I NP-14-1 NP-20 FO I INGS SOD 1'A'—'G'LANDSCAFr= PLANS QV 150D 4 SOD SOD SOD r A 4 ' 4 4 4 .4 4 4 4 I L '. 10D SOD Vm-1111111111i APFR.CV'-F. : I It-., t' iA FL.A. DATE T-" MR 1 V) z 0 V) C-i U) CD c\j Cmo c: �2 CID 0 c1 o co , rO c'-j oC cr)c (D U5 0 u- LL ci E 1 co .0 4 00 c CLo RE .j w EB7318 LB6680 '3 3] . CPB ILCOCPB Jw JW-6600550 ' 6B8'o 005 0 z LNP-8 '1 -0 ;'0 47 Flo& 5 67/ 6 G: \PRC De J\05066005\Londscape\Landscape,dwg Thu 01/25/2006 9:04o By cboehmer . 4 cog <309 Tn T- r M -4 (Tp nj :K I> 5-0 Y = - - r D 4 U* U) 4 M -4 -4 M 4 z 3N (spo- )%A 0 0 CD a —. 1> Li Lj b A- O (C'. w (N I �����\�\ p F7. I pa 09 C; BUILDING'G' Dto 1 4 D%p / { Cm - C� a ,. .,,• - m O CD 0 U z m m -T, m M C, -4 Fn q- LAN®SLAP E PLAN Ul 0 C) 00 MILLE LEGG U1 Suite 200 OD m Central Florida Office: 631 S. Orlando Avenue \� 0 — — , - Winter Park, Florida 32789-7122 407-629 Fax: 407-629-7883 O -41, 0 D DV 0 DID-- (� Cos Dap<30S 4 4 4 T, 4% b —7* Ll S OF WESMERE TOW H ME THE VILLAG rm 111111111 1111111111 0 0 1- FOR: MORRISON HOMES 7 r V m m F- 70 REVISIONS { ��\ www.millerlegg-com 0 Pr 6 I I I I , ' I I I I I I I I I I I , � I I --- -- lo�`� I I II ►I � III I � III III I III I►I � III IIi , III I►1 I I � I , i � I ��I III III i III I � I I I I I i I I ( I I14 II l III II j III I I ' III III II III ' III III I � III lii I I I I I � i � � I I I 'A'-'ls' LANDSCAPE PLANS ------- _-------------------_ . \ ------------ ---- --------------- �� � Iil\�17 I I \ \\ vv v vv vvv v v°v I ;I I \\1;, vv i Ii i1\ I I I 11�1 1 I I II 1 OV-1 I i i IjVI i II 1 i II 1 I I I 111 I I I 111\1 � I I I i t Lu I I I \ 1\ III \\\ III \\ \ III � i I I I ' I I I i / GRAPHIC SCALE 20 0 10 20 40 ( IN FEET ) 1 INCH = 20 FEET e s o D o e e o e PRESERVED PINE TREE STAND .42 z II I I i iA ww i I I ------i--------— — — — — — — — — — — — W a. z- - - - - - - - — -—I---- — — — — — — — — — — — — — — — — — — — Q I a ®eee oee e e, e ea eees� z IPPROVEr z O V) w N Lac moo T Q ^ 1 d � to O co O0�v c6 `o - "- CIO co UJI bi co _U d � co� a O U- c U m 0 O N N O E 0 a u m O bi O O 0 04 0 rn it v ai a i c a 0 N V 0 N O co O Lo 5" O', ---------------------------------------------------------------------------------------------------- �Ii�!i,ll i V) z 0 V) w o N c� o� 05 o °h° � E M O 6) O td ? CD O LL u" Ljj co f CO tLS •c � LL c V 1 INCH = 20 FEET liltmilkildo MV1049TI OIL, I I Mo GIANT BORDER GRASS 5ED TO EXTEND TO ADJACENT UNIT WALKWAY NAME QTY SIZE BOTANICAL NAME COMMON NAME DESCRIPTION SPACING MIN. 30"HTx24"SPR. FULL DENSE IP 25 3G ILLICIUM PARVIFLORUM YELLOWANISE 3' O.C. FOLIAGE TO BASE LOROPETALUMCHINENSE SIZZLING PINK FRINGE MIN. 24"HTx24" SPR., FULL DENSE LCS 42 3G 30" O.C. 'SIZZLIN'PINK FLOWER FOLIAGE NAN DINA DOMESTICA FIREPOWER HEAVENLY MIN. 14"HTx12"SPD., FULL FOLIAGE TO NDF 8 3G 24" O.C. 'FIREPOWER' BAMBOO BASE NAN DINA DOMESTICA MIN. 14"HTx12"SPD., FULL FOLIAGE TO NDH 32 3G DWARF HEAVENLY BAMBOO 24" O.C. 'HARBOR DWARF' BASE PODOCARPUS MIN. 36-42"HTx24-30"SPD., FULL FOLIAGE PM 35 7G JAPANESE YEW 30" O.C. MACROPHYLLUS TO BASE RHAPHIOLEPIS INDICA RIA-2 38 3G WHITE INDIAN HAWTHORN 30" O.C. 'ALBA' ROUNDED FORM: DENSE FOLIAGE LIRIOPE MUSCARI MIN 15"HT. AT INSTALLATION, FULL TO LEG 236 1G EVERGREEN GIANT LIRIOPE 181, O.C. 'EVERGREEN GIANT EDGE OF POT LIRIOPE MUSCARI MIN 15"HT. AT INSTALLATION, FULL TO LMV 60 1G AZTEC GRASS 18" O.C. 'VARIEGATED GIANT EDGE OF POT 3" MIN. MULCH CYPRESS MULCH CONTRACTOR TO VERIFY QUANTITY THICKNESS STENOTAPHRUM FULL, DENSE FOLIAGE: MIN. 5-7 SOD ST. AUGUSTINE 'FLORATAM' SOLID SOD SECUNDATUM'FLORATAM' STOLONS: PEST AND DISEASE FREE V) z 0 V) LLJ of C) C�l cli cl) UJa.) �N goO ) fc_0 co'j E cpCJ 45 07, C) LL CC L M g E co . bi cc co op 0—i C\J s co co r�. O LL APPROVEL! : "Lil. PEGIZT.-RA Tl;)H i"". DATE :2-1 LNP-`14 j53,,,-`oF 3/ 67, GRASS SED TO EXTEND TO ADJACENT UNIT'; WALKWAY 3 v O tV to :C N a 0 u N r O N O O tD O N O a u PLANT LIST: TYPICAL 20' WIDE, 8 UNIT BUILDING �i BOTANICAL NAME - --- ----7 COMMON .. •�.,, �-;¢ . � ��'��_'-.a_�?'�u"^ h� �• - rl.�rT,?�fi^S S'Y•' v��:�. � T k,. � E .',�a_�,;v��:'..„�.��,-,'�,*i '.-+,�,`�,�,.r' v C,w, eta}r�DESCRIPTION 3 1 .__ :',N.'_-_ :.�e �� ;k..�5�-' :rc`��fi�+s. 4;t ��y:��'�. ��'"t���'F. r (kR ._......_...1 ._�..m. fi..':.._:i f%�`Flc_i ��i4�'>���� u%`t���1:0 ¢� �. GG'c.f. ."�tcw�� � '2�q�.vc . � r�"�� 3� -X�I'�.. �'�'4ti"u.c.«: i�t .ar• yYh �i. ;r�� � X" ..w:, i5�!�k� �' 1.i3:4�:...�'.TJu�?.�,:f��. `JS/r i�".frs�'lJsa 4��`i�.:..'.'.". .!.:���.. �{.�?fi .. �r�3.4�''r �ii ;, N�a�yC''��+ i.'ifw��i2ai[n•%` ILLICIUM . • . • . I • . ...- 1 • . . FULL DENSE • �I • FOLIAGE TO BASE LOROPETALUMCHINENSE SIZZLING PIN FRINGE • SFR., FULL PENSE FLOWER FOLIAGE 1 • ®®� ,I NAN11NADOMESTICA FIREPOWERI IIII 'D • • 'FIRE'• :•• • DWARF HEAVENLY BAMBOO FULL FOLIAGE TO • :•' BASE • •IMIN. ' HT ..D • 'ROUNDED•'M: DENSE FOLIAGE1 -( •;. 4:�j?''' c .. ,otirs':`{F.I x r{`i rL >fi� ^1.n{iv4MIN 'j^'"�-`-..�i`. L�,,;' r-{�v y+;S•!r� ,',:kY';:F a:,j-Cfv: �(,1+.Y dr••e2 `�+jrf+^ajs�a�' Y ...*ry J•a p, .i t y�{'�5 �� �y �, J'! „ i J - k x�rf t ;b' c�;I'C" f ..,*� r !"..t ',r ,.•.�u A' r-0 w+. _ d+t'tg"iF;r:''.'rn'• . r�.... �� {. :. - ..lt{„%,`,.,.+ CT "T ��`�.sG'iV 5 h7^ ' �..¢'u�"'FaFP-'d� All 'd.;t �, ,� t` .`�'t}-, �`4 t✓` '' f,i 'r' .,,.e,,� ..,4�-''^'F�.. rr'iS• 4' �l {}", i^ �r,..&"Y i �. � . aL.r.• . , r1,,A Z t'td�•..�,.� a �.AC?' __..._ ,. .._.__ ,.. t�`..:'.§...fi�fi&� s+�±: •EDGEOF , r�'�1,1T'.n�+f '.re _�''� _ ma. am' • EVERGREEN GIANT' • ®®® '•IVARIEG INSTALLATION, ' ' momCYPRESS MULCH �CONTRACTOR TO VERIFY QUANTITY MEN STENOTAPHRUM Nj 0I kel 0 ROU a-4 W.1 0 1 Ill 811.,] mi-I Pill 2 V .1 m APPRO EP DATE . z 0 V) LiJ • • • • �V .:.. W C Nsa _ sa op5o,c"og: HMO co -O I N tII = O Lt.. N (.0 C w co bi U d SO N ro u- U GIANT SORDE�1� GR.A r7 5ED yIO EXTEND TO ADJACENT UNIT'; WALKWAY 6 C O m u f0 o. M M O O N O 3 3 U O N C i Q. y c N O O !O 0 N O ce U PLANT LIST: TYPICAL 20' WIDE, 10 UNIT BUILDI A �('tlt r,r, A x"Y ..lz" • x-'''3' f5�sr t5'��%"~_ 3Y *'r3r >' 'i-�y�" +Ti��,'t' l � J '1 •F 'y �, 73 t E.. 4 � " 7 + 5 !i E �P `e Yam} Y. �5 1 1" a �I' V .a.w,..,xe.?/.a: �`_....,_...•1,�r,.�.,.a.: d.m. a_ Y.` � J`�j, L� "fin u iYY.C.1_n Yylt'�'.G.nl mluL'S:ab d r..:_.a..�.r _.��.�i..^.; �i'�'`+�` 30"HT)04"SPR. FULL DENSE FOLIAGE�:MIN. TO BASE ®©®'SIZZLIN' LOROPETALUMCHINENSE I SIZZLING PINK FRINGE MIN. 24"HT)Q4" SPR., FULL DENSE 1• PINK! FLOWER• ®®� NAN DINA DOMESTICA FIREPOWER'D FULL FOLIAGETO'FIREPOWER' • BAMBOO BASE mum NANDINA D• BAMBOODWARF HEAVENLY 'D FULL FOLIAGETO • 'HARBOR DWARF' J j I BASE ®©� PODOCARPUS iI. JAPANESE YEW 1 •� • 1 • • • • '• mom •- -• . •- �•NSE FOLIAGE1 • -vt`t1'wx`S��wx(tiY x"h::.rn^.fif��r+ 'ir �.L:��.�.�ry' �'. .:. ��fS:F,:L=`f ..��`rfn4Y.["JA. � �j�a'�`...:•4�K.tLa'L��{�J.Z�'iSJl'iF`r��`w,F?'"��r v.F}��`�.r"' �•3:' C LIRIO�E-MUSCARI -1 MIN 15"HT. AT INSTALLATION, FULL TO OP!EDGE • 'EVERGREEN GIAN-r OF PO ma w; •• , • • • EGATED GIANT' mig CYPRESS MULCH CONTRACTOR TO VERIFY QUANTITY THICKNESS STENOTAPHRUM • DENSE ONE,. •�• QUST116•'' IIFUL . • • •. P L.A. F.EGi=.T;i'. MY. k:). fn z 0 fn w Ir cn ui 0 uj Q uj 1=2 2 Woo J= u- z 0%O LV uj t1) ujo cc v CC ::0 O L LJL O s e 0 cf) U. H uj LLJ mi a u O C Co LJJcN,(-,O) �^ 6 Q (:6 rnO� ( E®OmtmoZ � � m a LL o _ COo uj � •� co _U d OD 0 N Q cz •C Iti ~ tSf C ® U OF Trj.-al-:,.ro-:: M EB7318 LB6680 LCO337 Y.1 CPB CPB JW P T !iE '... 50-66005 ®- LNP-16 55 03/10/05 67 O i r4") J" oQ \\� FN \\ 6 6 IV IV Iy - •b O v j r 17 �� v � �ii"b j v v v v v TRM N�.� 10 i� i - 1 �--� 14 coD (14� PLANT LIST: TYPICAL 30' WIDE, 3 UNIT BUILDING NAME I QTY I SIZE I BOTANICAL NAME I COMMON NAME I DESCRIPTION I SPACING BUXUS MICROPHYLLA MIN. 12" HT. X 12" SPRD.: FULL, DENSE BMJ 12 3G JAPANESE BOXWOOD 24" O.C. 'JAPONICA FOLIAGE TO BASE MIN.30-36"HTx36-42"SPR., UPRIGHT PLACE AS CR 2 25G CYCAS REVOLUTA KING SAGO FORM, FOLIAGE FREE OF PESTS AND SHOWN DISEASE: TRIPLE TRUNK MIN. 18-24"HTx18-24"SPR., FULL ILEXCORNUTA'DWARF ICB 8 3G DWARF BURFORD HOLLY FOLIAGE TO BASE, MATCHED 30" O.C. BURFORD' APPEARANCE ILEXVOMITORIA'STOKES MINA 5"HTx18"SPR.,FULL FOLIAGE TO IV 12 3G DWARF YAUPON HOLLY 30" O.C. DWARF' BASE, ROUNDED FORM MIN.24"HTx18"SPD., FULL FOLIAGE TO IP 11 3G ILLICIUM PARVIFLORUM YELLOWANISE 3' O.C. BASE JUNIPERUS CHINENSIS'SEA MIN. 18"HTx18"SPD., FULL FOLIAGE TO JCS 20 3G SEA GREEN JUNIPER 3' O.C. GREEN' BASE LOROPETALUM CHINENSIS MIN. 12"HTx15"SPD., FULL FOLIAGE TO LCS 20 3G SUZANNE FRINGE FLOWER 30" O.C. 'SUZAN N E' BASE MIN. 24"HTx18"SPD., FULL FOLIAGE TO ND 2 3G NAN DINA DOMESTICA HEAVENLYBAMBOO 24" O.C. BASE NAN DINA DOMESTICA MIN. 12"HTx12"SPD., FULL FOLIAGE TO NDH 27 3G DWARF HEAVENLY BAMBOO 24" O.C. 'HARBOR DWARF' BASE PODOCARPUS MIN. 24" HT. X 16" SPRD.: FULL FOLIAGE PM 11 3G YEW PODOCARPUS 30" O.C. MACROPHYLLUS TO BASE RIA 9 3G RHAPHIOLEPIS INDICA'ALBA' WHITE INDIAN HAWTHORN MIN. 12" HT. X 16" SPRD.: FULL,ROUNDED 30" O.C. FORM: DENSE FOLIAGE VS 4 3G VIBURNUMSUSPENSUM SANDANKWAVIBURNUM MIN. 24" HT. X 18" SPRD.: FULL DENSE 3' O.C. FOLIAGE .x>r; ..V • { f :r`'4` .. .'i. rat; ,t :G:, ra'° - =gin; ; . ��•'�'�=:. .." -... ., .'>;� �'�v.�.ri^..Ql rr,✓. RR _y,,p��✓.-...i ..:d+ �.F +s-Y ..n��,•r nn ._.J ,[. _ •_+i-.l'S%'>•+�L`.... _. { .. ,.:. n . .. _ , n... I r'✓�!.=?: o_+J=.rv;'.i�...v:i,.:; � .. H'<:%J'�[+,:N''rr_ ... . i. _, _: _L .r 5•:��'.:`"'f.r?�: MIN. 14" HT.: MULTIPLE PPP: DENSE ti AAM 2 3G AGAPANTHUS'MONMID' MIDNIGHT BLUE AGAPANTHUS 24" O.C. FOLIAGE: FLOWERING AT INSTALLATION DV 4 1G DIETES VEGETA WHITE AFRICAN IRIS MIN. 18"HT., MULTIPLE PPP 18" O.C. LIRIOPE MUSCARI MIN 15"HT. AT INSTALLATION, FULL TO LEG 34 1G EVERGREEN GIANT LIRIOPE 18" O.C. 'EVERGREEN GIANT' EDGE OF POT LIRIOPE MUSCARI LIRIOPE MUSCARI'VARIEGATED MIN. 15" HT. AT INSTALLATION, FULL TO LV 95 1 G 'VARIEGATED GIANT' GIANT' EDGE OF POT 18" O.C. TRM 50 4" TRACHELOSPERMUM DWARF CONFEDERATE FULL, DENSE FOLIAGE: MIN.5 RUNNERS 15" O.C. POT ASIATICUM'MINIMA' JASMINE 3" MIN. MULCH CYPRESS MULCH CONTRACTOR TO VERIFY QUANTITY THICKNESS SOD STENOTAPHRUM ST. AUGUSTINE'FLORATAM' FULL, DENSE FOLIAGE: MIN. 5-7 SOLID SOD SECUNDATUM'FLORATAM' STOLONS: PEST AND DISEASE FREE i s l i_..._.... ._.._..�.. ;.._....._._..._.....; _..:.................:.._..._._._......_..__....... --............ .......... ._:_......._........_._....._._....__..._....._..._. - ............_......_ .._..._........ _... Aprea:;en : �1 DA is : ►7 V) z 0 V) w 0 uj cl) cl W acre 2 L.L. 00 1 _1 = LL Z uw 0 �W cr) wo crm C 0 0= IL LL 0 >m e ■ �0_ (� v- up - umi J _- COD (L LLI a = o N C/) -4 r ' A N 0 ® , p N r ® � N0 j O , 3 O 3 FL a Ef'o co i w 2 CL N ®= c c _ r U. M JEB7318 LB6680 LC0337 iii CPB I CPB JW y J -1 I I 13 V 50-66005 ®- LNP-17 OF 03/10/05 ,: 67 0 NAME OTY SIZE BOTANICAL NAME COMMON NAME DESCRIPTION SPACING BUXUS MICROPHYLLA MIN. 12" HT. X 12" SPRD.: FULL, DENSE BMJ 12 3G JAPANESE BOXWOOD 24" O.C. 'JAPONICA FOLIAGE TO BASE MIN. 30-36"HTx36-42"SPR., UPRIGHT PLACE AS CR 2 25G CYCAS REVOLUTA KING SAGO FORM, FOLIAGE FREE OF PESTS AND SHOWN DISEASE: TRIPLE TRUNK MIN. 18-24"HTxl8-24"SPR., FULL ICB 22 3G ILEXCORNUTA'DWARF DWARF BUR FORD HOLLY FOLIAGE TO BASE, MATCHED 30" O.C. BURFORD' APPEARANCE JUNIPERUS CHINENSIS'SEA MIN. 18"HTx18"SPID., FULL FOLIAGE TO ics 40 3G SEAGREEN JUNIPER 3'O.C. GREEN' BASE MIN.24"HTX18"SPD., FULL FOLIAGE TO ND 4 3G NAN DINA DOMESTICA HEAVENLY BAMBOO 24" O.C. BASE NAN DINA DOMESTICA FIREPOWER HEAVENLY MIN. 12"HTX12"SPD., FULL FOLIAGE TO NDF 18 3G 24" O.C. 'FIREPOWER' BAMBOO BASE PX 9 3G PHILODENDRON SELLOUM XANADU PHILODENDRON MIN. 12" HT. XI5"SPRD.: FULL FOLIAGE 301, O.C. 'XANADU' TO BASE PODOCARPUS MIN. 24" HT. X 16" SPRD.: FULL FOLIAGE PM 8 3G YEW PODOCAR PUS 30" O.C. MACROPHYLLUS TO BASE RIA 18 3G RHAPHIOLEPIS INDICAALBA' WHITE INDIAN HAWTHORN MIN. 12" HT. X16" SPRD.: FULL, 30" O.C. ROUNDED FORM: DENSE FOLIAGE MIN.15" HT. X18" SPRD.: FULL, RFA 12 3G RHODODENDRON'FASH ION' FASHION AZALEA 30" O.C. ROUNDED FORM: DENSE FOLIAGE MIN. 24" HT. X 18" SPR D.: FULL, DENSE VS 12 3G VIBURNUMSUSPENSUM SANDANKWAVIBURNUM 3'O.C. FOLIAGE MIN. 14" HT.: MULTIPLE PPP: DENSE AAM 4 3G AGAPANTHUS'MONMID' MIDNIGHT BLUE AGAPANTHUS 24" O.C. FOLIAGE: FLOWERING AT INSTALLATION DV 4 1G DIETES VEGETA WH ITE AF R ICAN IRIS MIN. 18"HT., MULTIPLE PPP 181, O.C. L IR IOPE MUSCAR I MIN 15"HT.AT INSTALLATION, FULL TO LEG 68 1G EVERGREEN GIANT LIR IOPE 18" O.C. 'EVERGREEN GIANT' EDGE OF POT LIRIOPE MUSCARI L I R IOPE MU SCAR IVAR I EGATED MIN. 15" HT. AT INSTALLATION, FULL TO LV 128 1G 18" O.C. VARIEGATED GIANT' GIANT' EDGE OF POT 4" TRACHELOSPERMUM DWARF CONFEDERATE TRM 50 FULL, DENSE FOLIAGE: MIN. 5 RUNNERS 15" O.C. POT I ASIATICUM'MINIMA! JASMINE 3" MIN. MULCH CYPRESS MULCH CONTRACTORI TO VERIFY QUANTITY THICKNESS STENOTAPHRUM FULL, DENSE FOLIAGE: MIN. 5-7 SOD ST. AU GU STI N E'FL ORATAM' SOLID SOD SECUNDATUM'FLORATAM' STOLONS: PEST AND DISEASE FREE -------- ---.... ... .. . ..... .. ... ............ . ... .. . FLA. -MEN 0 CC w r% c> C�o cli U) LLJ= C\f co q CD CD > cn co C�olj E co . O - 0 Cd Nt 0 LL Incto co 0 070 cm cm sCfl w C) Nt 0 m PLANT LIST: TYPICAL 30' WIDE, 5 UNIT BUILDING NAMEJ QTYISIZE j_ BOTANICAL NAME COMMON NAME DESCRIPTION SPACING JAPANESE BOXWOOD MIN. 12" HT. X 12" SPRD.: FULL, DENSE 24" 0. C. FOLIAGE TO BASE MIN. 30-36"HTx36-42"SPR., UPRIGHT LUTA KING SAGO FORM, FOLIAGE FREE OF PESTS AND PLACE AS DISEASE: TRIPLE TRUNK SHOWN ILEX CORN UTA'DWARF MIN. 18-24"HTx18-24"SPR., FULL ICB 22 3G BURFORD' DWARF BURFEORD HOLLY HOLLY FOLIAGE TO BASE, MATCHED 30" O.C. — APPEARANCE ics 40 3G JUNIPERUS CHINENSIS'SEA SEA GREEN JUNIPER 1p JUNIPER MIN. 18"HTXI 8"SPD., FULL FOLIAGE TO GREEN' BASE 3' O.C. ND 6 3G NAN DINA DOMESTICA HEAVENLYBAMBOO MIN. 24"HTxl 8"SPD., FULL FOLIAGE TO 24" O.C. BASE NDF 18 3G NAN DINA DOMESTICA FIREPOWER HEAVENLY MIN. 12"HTx12"SPD., FULL FOLIAGE TO 'FIREPOWER' BAMBOO BASE 24" O.C. PX 9 3G PHILODENDRON SELLOUM XANADU PHILODENDRON MIN. 12" HT. X 15" SPRD.: FULL FOLIAGE 'XANADU' TO BASE 30" 0. C. PM 12 3G PODOCARPUS YEW PODOCARPUS MIN. 24" HT. X 16" SPRD.: FULL FOLIAGE MACROPHYLLUS TO BASE 30" O.C. RIA 25 3G RHAPHIOLEPIS INDICA'ALBA` WHITE INDIAN HAWTHORN MIN. 12" HT. X 16" SPRD.: FULL, 30" O.C. ROUNDED FORM: DENSE FOLIAGE RFA is 3G RHODODENDRON 'FASHION' FASHION AZALEA MIN. 15" HT. X 18" SPRD.: FULL, 30" O.C. ROUNDED FORM: DENSE FOLIAGE VS 12 3G VIBURNUM SUSPENSUM SANDANKWA VIBURNUM MIN. 24" HT. X 18" SPRD.: FULL, DENSE 31 O.C. IFOLIAGE AAM 4 3G IN. 14" HT.: MULTIPLE PPP: DENSE 24" O.C. FOLIAGE: FLOWERING AT INSTALLATION DV 4 IG DIETES VELETA WHITE AFRICAN IRIS MIN. 18"HT., MULTIPLE PPP 18" O.C. LEG 95 IG LIRIOPE MUSCARI EVERGREEN GIANT LIRIOPE MIN 15"HT. AT INSTALLATION, FULL TO 'EVERGREEN GIANT' EDGE OF POT 181, O.C. LV 183 1G LIRIOPE MUSCARI LIRIOPE MU SCAR I'VAR IEGATED MIN. 15" HT. AT INSTALLATION, FULL TO 'VARIEGATED GIANT' GIANT' EDGE OF POT 181, 0. C. TRIM 91 4" TRACHELOSPERMUM DWARF CONFEDERATE POT ASIATIC UM'MIN IMN JASMINE FULL, DENSE FOLIAGE: MIN. 5 RUNNERS 15" O.C. MULCH CYPRESS MULCH CONTRACTOR TO VERIFY QUANTITY 3" MIN. THICKNESS SOD STENOTAPHRUM ST. AUGUSTIN E'FLORATAM' FULL, DENSE FOLIAGE: MIN. 5-7 SECUNDATUM'FLORATAM' STOLONS: PESTAND DISEASE FREE SOLID SOD r% o VC)ol cli r% %z-2 (j) o/ . wCD C%J CD:3 cq CD c, > CD (D � cco" E bi r,% 8 co cm p -off A co cr) OE cc 20 wL-1 CL S " ) .2 M-j co mammalO tl EB7318 LB6680 LCO337 EB7318 LB6680 LCO337 50-66005 LNP-19 - ) z 0 U) Ai-lpf;"C-�Fo : — i C--- Tr— FLA. a A �—_i - DATE 3/10/0558 �6 ln MEN L41 j PLANT LIST: TYPICAL 30' WIDE, 6 UNIT BUILDINg NAME QTY SIZE BOTANICAL NAME COMMON NAME DESCRIPTION SPACING BUXUS MICROPHYLLA MIN. 12" HT. X 12" SPRD.: FULL, DENSE BMJ 25 3G JAPANESE BOXWOOD 24" O.C. 'JAPONICA: FOLIAGE TO BASE MIN. 30-36"HT x36-42"SPR., UPRIGHT PLACE AS CR 4 25G CYCAS REVOLUTA KING SAGO FORM, FOLIAGE FREE OF PESTS AND SHOWN DISEASE: TRIPLE TRUNK MIN. 18-24"HT xl 8-24"SPR., FULL ILEXCORNUTA'DWARF ICB 16 3G DWARF BURFORD HOLLY FOLIAGE TO BASE, MATCHED 30" O.C. BURFORD' I APPEARANCE ILEXVOMITORIA'STOKES MINA 5"HTxl 8" SPR., FULL FOLIAGE TO IV 11 3G DWARF YAUPON HOLLY 30" O.C. DWARF' BASE, ROUNDED FORM MIN. 24"HT xl 8"SPR., FULL FOLIAGE TO IP 12 3G ILLICIUM PARVIFLORUM YELLOW ANISE 3' O.C. BASE JUNIPERUS CHINENSIS'SEA MIN. 18"HTx18"SPD., FULL FOLIAGE TO ics 40 3G SEAGREEN JUNIPER 3' O.C. GREEN' BASE LOROPETALU M CHIN ENSIS MIN. 12"HTx15"SPD., FULL FOLIAGE TO LCS 35 3G SUZANNE FRINGE FLOWER 30" O.C. 'SUZANNE' BASE MIN. 24"HTxl 8"SPD., FULL FOLIAGE TO ND 6 3G NAN DINA DOMESTICA HEAVENLYBAMBOO 24" O.C. BASE NAN DINA DOMESTICA MIN. 12"HTxl 2"SPD., FULL FOLIAGE TO NDH 18 3G DWARF HEAVENLY BAMBOO 24" 0. C. 'HARBOR DWARF' BASE PODOCARPUS MIN. 24" HT. X 16" SPRD.: FULL PM 22 3G YEW PODOCARPUS 30" O.C. MACROPHYLLUS FOLIAGE TO BASE I RHAPHIOLEPIS INDICA MIN. 12" HT. X 16" SPRD.: FULL, RIA 29 3G WHITE INDIAN HAWTHORN 30" O.C. 'ALBA' ROUNDED FORM: DENSE FOLIAGE RHODODENDRON MIN. 15" HT. X 18" SPRD.: FULL, RFA 12 3G FASHION AZALEA 30" O.C. 'FASHION' ROUNDED FORM: DENSE FOLIAGE MIN. 14" HT.: MULTIPLE PPP: DENSE AAM 6 3G AGAPANTHUS'MONMID' MIDNIGHT BLUE AGAPAN TH U S 24" O.C. FOLIAGE: FLOWERING AT INSTALLATION DV 7 1G DIETES VEGETA WHITE AFRICAN IRIS MIN. 18"HT., MULTIPLE PPP 181, O.C. LIRIOPE MUSCARI MIN 15"HT. AT INSTALLATION, FULL TO LEG 68 1G EVERGREEN GIANT LIRIOPE 18" O.C. EVERGREEN GIANT EDGE OF POT LIRIOPE MUSCARI LIRIOPE MUSCARI MIN. 15" HT. AT INSTALLATION, FULL LV 195 1G 18"O.C. 'VARIEGATED GIANT 'VARIEGATED GIANT TO EDGE OF POT 4" TRACHELOSPERMUM DWARF CONFEDERATE FULL, DENSE FOLIAGE: MIN. 5 TRM 100 151, O.C. POT ASIATICUM'MINIMA' JASMINE RUNNERS 3" MIN. MULCH CYPRESS MULCH CONTRACTOR TO VERIFY QUANTITY THICKNESS STENOTAPHRUM FULL, DENSE FOLIAGE: MIN. 5-7 SOD ST. AUGUSTINE 'FLORATAM' SOLID SOD SECUNDATLIM'FLORATAM' STOLONS: PESTAND DISEASE FREE APPROVED FLA. V) uj Q i� uj umlo 0 .j = mum z m% cl)w 0 w cf) 0 LLB cr 0 0 LL M LLMo on 0 ui uml Mv= z 4:x mj w o N 0. (a) LLJ SDI cl) Sp > 6 < C\l 0 ro C-i co cl) cb z = . 0 ca C6 Lf A2 .jM LLI - Inc (0100 ob W op c%j ® o .2 CO LL z DO NOT CUT LEADER O(��O On� - PRUNE DAMAGED OR DEAD 00 -�`� O 00 0 0 PTO PLANOOD TING ASLY PRIOR DI DIRECTED 0000 0 00n Ott- 0r)90 BY THE LANDSCAPE ARCHITECT PROTECT TREE WITH BURLAP 1 " WIDE MIN. NYLON STRAPING AT EQUAL SPACING (3 PER TREE) MULCH, 1" DEEP ON ROOT ZONE 3" BASIN FOR WATERING. MULCH, 3" DEEP 1 /2"x2' FLUORESCENT ORANGE MARKER SET CROWN OF ROOT BALL 0'-2" ABOVE SURROUNDING FINISH GRADE. UNTIE BURLAP FROM BASE OF TRUNK. TRIM AS NECESSARY. 2"x2"x2' STAKE. TOP TO BE 2" MIN BELOW FINISH GRADE BACKFILL WITH PLANTING SOIL. SET ROOTBALL ON UNDISTURBED SOIL. (2" cal. and over) LARGE- TREE PLANTING DETAIL N.T.S. 0 0 DO NOT CUT LEADER Q�[�009 O0 0 PRUNE DAMAGED OR DEAD OOO °� ° ° 0 --•WOOD IMMEDIATELY PRIOR O 0 0 M- TO PLANTING AS DIRECTED 0 000°o00 00 0°O �°°°0 O0 0 BY THE LANDSCAPE ARCHITECT ° % 8 8� UQ 0 � 0 PROTECT TREE WITH BURLAP 0 ° 0 �� W°0 2"x4"X8'-O" STAKE 0 ` � 0 1" WIDE MIN. —•MULCH, 1" DEEP ON ROOT ZONE NYLON STRAPS 4-1 (3 PER TREE) 3" BASIN FOR WATERING. FLUORESCENT ORANGE MARKER a MULCH, 3" DEEP ON BRACE STAKES 18" i SET CROWN OF ROOT BALL 0'-2" BELOW GRADE ABOVE SURROUNDING FINISH GRADE. UNTIE BURLAP FROM BASE OF TRUNK. TRIM AS NECESSARY. —III—III—I I —III—I i I —I' I5=III—III-- II=III III— —III=III= - -1 I —1 I I —I I--III-1 I I —I I I=1 11= I i-' " —I I BACKFILL WITH PLANTING SOIL. SET ROOTBALL ON UNDISTURBED SOIL. 2x BALL DIA. (2" al. •'. under) SMALL TREE PLANTING DETAIL N.T.S. 0 DO CUT �008 ° OO PRUNE TDAMAGED A OR DEAD 0 WOOD IMMEDIATELY PRIOR O° 0 °O O O 0 0 TO PLANTING AS DIRECTED ° 0 0 0 00 0 0 0 O BY THE LANDSCAPE ARCHITECT 0 0 0 C ECT 0 0 0000 0 �? o 0 0° 000 �Q 0'J8 n W „ 0} $v0 sbQ3�� PROTECT TREE WITH BURLAP p 0 UD 0 U" U 2"x4"X8'-0" STAKES V ° O ° (3 PER TREE) FLUORESCENT I/ ORANGE MARKER MULCH, 1" DEEP ON ROOT ZONE ON BRACE V. \� 3" BASIN FOR- WATERING. 1 " WIDE MIN. NYLON STRAPS �� j / MULCH, 3" DEEP (3 PER TREE) STAKES 18" SET CROWN OF ROOT BALL 0'-2" BELOW GRADE ' ABOVE SURROUNDING FINISH GRADE. UNTIE BURLAP FROM BASE OF TRUNK. ' TRIM AS NECESSARY. BACKFILL WITH PLANTING SOIL. SET ROOTBALL ON UNDISTURBED SOIL. MULTI- TRUNK AND SMALL TREE (2" cal. and under) PLANTING DETAIL N.T.S. 6 CH, 3" DEEP SPEC.) CFILL MIX SPECIFIED ING VARIES RDING TO T LIST I FI CATION S UNTIE FRONDS METAL STRAPS SECURING 2"x4"02" WOOD BATTENS MIN 5 LAYERS BURLAP TOE NAIL BRACES TO 2"X4" WOOD BATTENS 1/2"x2' FLUORESCENT ORANGE MARKER 2"x4" WOOD BRACE AT EQUAL SPACING (3 PER TREE) MULCH, 1" DEEP ON ROOT ZONE 3" BASIN FOR WATERING. MULCH, 3" DEEP SET CROWN OF ROOT BALL 0'-2" ABOVE SURROUNDING FINISH GRADE. UNTIE BURLAP FROM BASE OF TRUNK. TRIM AS NECESSARY. 2"x4"x12" FOOT STAKE, FOR SOFT SOIL CONDITIONS SUCH AS SAND BURIED 3 FT. BELOW GRADE BACKFILL WITH PLANTING SOIL. SET ROOTBALL ON UNDISTURBED SOIL. LARGE PALM PLANTING DETAIL_ HURRICANE CUT FRONDS METAL STRAPS SECURING 2"x4"x12" WOOD BATTENS MIN 5 LAYERS BURLAP TOE NAIL BRACES TO 2"X4" WOOD BATTENS 1/2"x2' FLUORESCENT ORANGE MARKER 2"x4" WOOD BRACE AT EQUAL SPACING (3 PER TREE) MULCH, 1" DEEP ON ROOT ZONE 3" BASIN FOR WATERING. MULCH, 3" DEEP SET CROWN OF ROOT BALL 0'-2" ABOVE SURROUNDING FINISH GRADE. UNTIE BURLAP FROM BASE OF TRUNK. TRIM AS NECESSARY. 2"x4"x12" FOOT STAKE, FOR SOFT SOIL CONDITIONS SUCH AS SAND BURIED 3 FT. BELOW GRADE BACKFILL WITH PLANTING SOIL. SET ROOTBALL ON UNDISTURBED SOIL. PALM PLANTING DETAI 00 0 00 0°00 ���°oo�000 0 ooa oo °o �b �o ° o OP Oo o °o� ��0 0� � oo �vU oho o � 0 � �� 0� o 0 o0 000 NO ENTRY OR STORAGE I I NO DRIP LINE ENCROACHMENT DRIPLINE 4' HT. BARRICADE FENCE OF ORANGE "TENSOR" HIGH VISIBILITY MESH. 2"x4" MIN. WOOD POST AT DRIP LINE TREE PBARRICADE FENCING DETAIL_ RESERVATION N.T.S. MULCH, 1" DEEP ON ROOT ZONE 3" BASIN FOR WATERING. MULCH, 3" DEEP SET CROWN OF ROOT BALL 0'-1" ABOVE SURROUNDING FINISH GRADE. PLANT MATERIAL SHALL NOT BE PRUNED PRIOR TO INSTALLATION. AFTER PLANTS HAVE BEEN INSTALLED, EACH PLANT SHALL BE PRUNED FOR UNIFORMITY. BACKFILL WITH PLANTING SOIL. SET ROOTBALL ON UNDISTURBED SOIL. ,001111•11 i Ili 1111• ll NAME QTY SIZE BOTANICAL NAME COMMON NAME DESCRIPTION NOTES 1 ll3'-" ILEXXATTENUATA'EAST MIN 9'HTx4'SPR., COLUMNAR TO IAE 107 65G PALATKA! EAST PALATKA HOLLY PYRAMIDAL STRUCTURE, MATCHED STAKE APPEARANCE, MIN. 2.5" CAL. MIN 8'HTx 5'SPR., MULTI -TRUNK, MIN 5 MAIN LIM 80 30G LAGERSTROEMIAINDICA MUSKOGEE TRUNKS @ 1" CAL., SYMMETRICAL CANOPY 'MUSKOGEE' CRAPE MYRTLE STRUCTURE, MATCHED APPEARANCE, MIN STAKE T CT MIN 8'HTx TSPR., MULTI -TRUNK, MIN 5 MAIN LIN 47 30G LAGERSTROEMIA INDICA NATCHEZ CRAPE MYRTLE TRUNKS @ 1" CAL., SYMMETRICAL CANOPY STAKE 'NATCHEZ' STRUCTURE, MATCHED APPEARANCE, MIN T CT MIN 8'HTx TSPR., MULTI -TRUNK, MIN 5 MAIN LAGERSTROEMIAINDICA WATERMELON RED CRAPE TRUNKS @ 1"CAL., SYMMETRICAL CANOPY LIW 66 30G 'WATERMELON RED' MYRTLE STRUCTURE, MATCHED APPEARANCE, MIN STAKE T CT MIN. 8' HT. X 8' SPRD.: MULTI -TRUNK: MIN. 5 LL 12 65G LIGUSTRUM JAPONICUM TREE LIGUSTRUM MAIN TRUNKS @ 1" CAL.: MATCHED STAKE APPEARANCE, MIN. 3' C.T. MIN 10'HTx4' SPR., SINGLE STRAIGHT UP 96 30G ULMUS PARVIFOLIA'DRAKE' DRAKE ELM TRUNK, 2" CAL., MATCHED APPEARANCE, STAKE SYMMETRICAL STRUCTURE "+ t S- - QUERCUS VIRGINIANA MiN 13'HTx 5' SPR, SYMMETRICAL CANOPY QV 329 65G 'HIGHRISE' HIGHRISE LIVE OAK STRUCTURE, MATCHED APPEARANCE, MIN, STAKE 3" CAL., MIN T CT MIN 13'HTx TSPR, SYMMETRICAL CANOPY QV-1 125 65G QUERCUS VIRGINIANA LIVE OAK STRUCTURE, MATCHED APPEARANCE, MIN, STAKE 3" CAL., MIN 5' CT .uy w MIN. 5-6'HT, TRIPLE TRUNK, FULL HEAVY PR 16 25G PHOENIX ROEBELENII PYGMY DATE PALM (TRIPLE) HEADS, MATCHED TRUNK HEIGHTS, PLACE AS SHOWN SPECIMEN QUALITY STAGGERED CLEAR TRUNK HEIGHTS AS SP 145 FG SABAL PALMETTO CABBAGE PALM SHOWN ON PLAN: REMOVE BOOTS: FULL PLACE AS HEADS UNLESS OTHERWISE APPROVED: SHOWN MIN. 9 FRONDS .v 001�e v S ii%as a^..t," t•. c+fFi. _ r:``-� F.��,�:"",-.'.(Se3� �F�('•ei? st'ry"� *�sE �[�� < ��ykr�`,�t;3 t. MIN. 24" HT. X 18" SPRD.: FULL, DENSE 3' O.C. IP 132 3G ILLICIUM PARVIFLORUM YELLOW ANISE FOLIAGE TO BASE LCS 1633 3G LOROPETALUM CHINENSE SUZANNE FRINGE FLOWER MIN. 18" HT. X 18" SPRD.: FULL, DENSE 30" O.C. RUBRUM'SUZANNE' FOLIAGE LOROPETALUM CHINENSE LRR 670 3G RUBY FRINGE FLOWER MIN. 24"HTx24" SPR., FULL DENSE FOLIAGE 30" O.C. RUBRUM'RUBY' MIN. 36" HT. X42" SPRD.: FULL, PS 25 7G PHILODENDRON SELLOUM SPLIT -LEAF SYMMETRICAL FOLIAGE, LEAVES CLEAN 4' O.C. PHILODENDRON AND FREE OF DAMAGE AND DISEASE PM 560 7G PODOCARPUS YEW PODOCARPUS MIN. 30" HT. X24" SPRD.: FULL FOLIAGE TO 30" O.C. MACROPHYLLUS BASE: NO BROKEN BRANDHES RIA 1141 3G RHAPHIOLEPIS INDICA'ALBR WHITE INDIAN HAWTHORN MIN. 12" HT. X 15" SPRD.: FULL, ROUNDED 30" O.C. FORM: DENSE FOLIAGE RFA 487 3G RHODODENDRON 'FASHION' FASHION AZALEA MIN. 15"HTxl 8"SPR., FULL ROUNDED FORM, 30" O.C. DENSE FOLIAGE SA 27 3G SCHEFFLERAARBORICOLA VARIEGATED DWARF MIN. 24" HT. X24" SPRD.: FULL FOLIAE TO 'VARIEGATA' SCHEFFLERA BASE 30" O.C. SR-1 6 25G STRELITZIAREGINAE BIRD OF PARADISE MIN. WHT.X4'SPRD.:FULL ROUNDED PLACE AS FORM: DENSE FOLIAGE SHOWN SR 8 7G STRELITZIAREGINAE BIRD OF PARADISE MIN. THT.XTSPRD.:FULL ROUNDED 4'O.C. FORM: DENSE FOLIAGE MIN. 30" HT.X24" SPRD.: FULL, DENSE VS 10 7G VIBURNUM SUSPENSUM SANDANKWAVIBURNUM FOLIAGE: SYMMETRICAL BRANCHING TO.C. STRUCTURE MIN. 30" HT. X 24" SPRD.: FULL, DENSE VO 3553 7G VIBURNUM ODORATISSIMUM SWEETVIBURNUM FOLIAGE: SYMMETRICAL BRANCHING TO.C. STRUCTURE " ,t r ,}WA .a. $,�.{�7�It 'Y .? $4 �a :r+F .,�' T✓ "if Neu — AN 723 POT ANNUALS 4" POTS TO BE REPLACED SEASONALLY 12" O.C. CH 33 1G CUPHEAHYSSOPIFOLIA MEXICAN HEATHER MIN. 12"HT.ATINSTALLATION: FULL TO 18"O.C. EDGE OF POT DV 33 3G DIETESVEGETA WHFfEAFRiCANIRIS MIN. 24"HT.:MULTIPLE PPP 24"O.C. JCP 463 3G JUNIPERUSCHINENSIS PARSONS JUNIPER MIN. 12"HT.X20"SPRD.:FULL, DENSE 30"O.C. 'PARSONII' FOLIAGE LC 120 1G LANTANACAMARA'GOLD GOLD LANTANA MULTIPLE PPP: FULL, DENSE FOLIAGE: 18" O.C. MOUND' FLOWERINGAT INSTALLATION LEG 795 3G L IR IOP E MU SCAR I GIANT BORDER GRASS MIN. 20" HT. AT IN STAL LATION: FU LL TO 24" O.C. EVERGREEN GIANT EDGE OF POT MULCH CYPRESS MULCH CONTRACTOR TOVERIFYQUANTITY 3" MIN. THICKNESS _ < <� - {�`< S•cam. +y- "i +, i >`"' = iS'�v�1� y-�j,� f �"'"i" }•'-�;,i. ; � �i pr1 'CC'�� r� f C ,,.?R � .::c �, ��vn''i#� yi y � . i%� ti .tl t -fir �r FULL DENSE FOLIAGE: DENSE SOD-1 PASPALUMNOTATUM BAHIAGRASS RHIZOMATOUS GROWTH: PESTAND SOLID SOD DISEASE FREE STENOTAPHRUM FULL DENSE FOLIAGE, DENSE SOD SECUNDATUM'FLORATAM' FLORATAM ST. ALI GU STINE RHIZOMATOUS GROWTH, PEST AND SOLID SOD DISEASE FREE: MIN. 5-7 STOLONS I. PLANT MATERIAL: All plant material shall be Florida al or better as established by "Grades and Standards For Nursery Plants" of the state of Florida, Department of Agriculture. trees, shrubs and groundcovers shall be of the sizes as specified in the an is 3- Quantities listed on the the Plant List are For estimating purposes. Contractor shall verify all quantities. Mulch, topsoil, Fertilizer, etc. shall be included in the unit cost of the plants. 4. Where there is a discrepancy either in quantities, plant names, sizes or specifications between the plan or plant list, the plan takes precedence. 5. All planting beds and water basins For trees shall be covered with a 3" minimum depth of shredded eucalyptus or Florimulch grade 1E3' or better. (o. The Planting Plan shall be installed in compliance with all existing codes and applicable deed restrictions. 1. SOD: All areas not used For buildings, vehicular use areas, walks or planting beds shall be grassed. Czrassing shall extend to any abutting street pavement edge and to the mean waterline of any abutting canal, lake or waterway. Sod shall be 5t. Augustine 'Floratam' and Bahla as specified in plant list. S. PLANTING 501L: All trees and shrubs shall be planted with a minimum of 12" topsoil around and beneath the rootball. Minimum topsoil shall be %" For groundcover areas and 2" For sodded grass areas. 9. Planting soil to be a weed -Free mixture of 50`o sand, 40`o muck, and 1090 Canadian peat. All plant material to receive planting soil as per details. 10. Contractor is responsible for determining all utility locations and installing facilities so as to not conflict. All damage to existing utilities or improvements caused by Contractor shall be repaired at no additional cost to the Owner. 11. Contractor to notify "5unshine" at 1-800-636-4091 (45) hours prior to digging For underground utility locations. 12. Contractor shall be responsible For providing final grading of all associated planting areas. 13. After Final grade, area to be raked to ro" depth and all rock and foreign inorganic materials removed and disposed of properly oFF-site. 14, All planting holes to be hand dug except where machine dug holes will not adversely affect or damage utilities or improvements (see note 0). 15. No plunging of any tree or palm will be accepted. All plants to be planted at the nursery grade or slightly higher. I(o. Contractor shall stake 4 guy all trees and palms at time of planting as per the appropriate detail. Contractor is responsible for the maintenance and/or repair of all staking and guying during warranty period and removal 4 disposal of staking after establishment period. 17. Fertilizer For grass areas shall be NPK 16-4-a Q 123 lb5/1000 s.F, or 545 Ibs/acre. Nitrogen 50% slow release Form 4 Fertilizer to include secondary micronutrients. IS. SUBSTITUTIONS AND CHANGES: All substitutions and changes shall be approved in writing prior to installation. Any discrepancies between plans, site and specifications shall be brought to the immediate attention of the Landscape Architect, the owner and governing municipality. 19. WATERING: All plant material shall be watered in at time of planting in accordance with standard nursery practices. in addition, Contractor will continue watering of plant material until substantial completion and as needed thereafter For a period of 2 months. 20. All new plant material shall be guaranteed For I year From time of final acceptance of project. Any plant material not in a healthy growing condition will be replaced by the Contractor at no additional cost to the Owner within 10 days of notification. For all replacement plant material, the warranty period shall be extended an additional 45 days beyond the original warranty period. All trees that lean or are blown over, caused by winds less than 15 mph, will be re -set and braced by the Contractor at no additional cost to the Owner. 21. The successful bidder shall Furnish to the Owner a unit price breakdown for all materials. The Owner may, at its discretion, add or delete from the materials utilizing the unit price breakdown submitted. 22. No plant material will be accepted showing evidence of cable, chain marks, equipment scars, or otherwise damaged. 23. Plant material will not be accepted when the ball of earth surrounding its roots has been cracked, broken or otherwise damaged. 24. Root -prune all trees a minimum of (a) weeks prior to planting. 25, All landscaped areas will be Irrigated by an underground, automatic, rust -free irrigation system providing 100 o coverage and 1009. spray overlap. The system shall be maintained in good working order and designed to minimize water on impervious services and not overspray walkways, A rain sensor device shall be installed to override the irrigation cycle of the system when adequate rainfall has occurred. 2ro. All plant material planted within the sight distance triangle areas (see plan) shall provide unobstructed cross -visibility at a horizontal level between 30 inches and 0 Feet above adjacent street grade. 21. No canopy trees shall be planted within 12 Feet of a light pole. No palm species shall be planted within 6 feet of a light pole. 2B. Ground cover plantings shall provide not less than 50 percent coverage immediately upon planting and 100 percent coverage within ro months after planting. 29. Tree protection barricades shall be provided by Landscape Contractor around existing trees that may be Impacted by the proposed construction. Prior to any construction a tree protection barricade inspection shall be conducted by the landscape architect, owner or governing municipality. Refer to landscape detail For tree preservation barricade Fencing. 30. In all pedestrian areas, all trees and palms shall be maintained to allow for clear passage at an .5 Foot clear trunk. 31. All landscape material shall be setback a minimum of 10' From any Fire Hydrant. MiN, 2 SHADE TREES AND 3 UNDERSTORY TREES PROVIDED EVERY 100 L iNEAR FEET -� TOWNHOUSE LOT 5' MiN. WIDTH WiOT1-I ** ** SHRUBS AND — GROUNDCOVERS TO COMPRISE AT LEAST 30% OF BUFFER AREA DECORATIVE BRICK 5CREENING WALL 1'-2' BERM AT - MAX. 4:1 SLOPE *&' MiNIMUM BUFFER WALL HEIGHT MEASURED FROM THE FiNISH GRADE ON WHICHEVER SiDE OF THE WALL 15 HIGHER, FRONT OR BACK **SEE SHEETS LNP-2, LNP-3, LNP-4, LNP-7, LNP-i0, 4 LNP-13 FOR BUFFER WIDTH DESIGNATIONS. ® TYPICAL PERIMETER LANDSC FE 5UFFER N.T.s. ,PpR:.V D FLA. FEG1STRAT1ON -N ;. DATE G7 Z 0 G7 w o 0 N U) W cN 00 T > M O r-CM '�: CM ga� C6 LL m E 20 _ , 6 CL N 0 ♦-+ CO 0 U- EB7318 LB6680 LCO337 CPB EEL JW 50-66005 LND-1 60 03/10/05:..; 67 J ul 3: u 0 70 r 0 0 0 0 U') NORTHWEST CORNER ENTRANCE SIGN GRAPHIC SCALE 10 0 5 10 20 IN FEET 1 INCH = 10 FEET 1,0191MMM1�1m; , V) z 0 V) Ld ry LLJ < cl) cc a LLJ rx 2 Ujo 0 i x LL z cf) 0% UJI 0 Ujo Ill cn rr :0 0 um LL M 0 0>- 0 cl) LL uj c!) O cli LM C'j ' D .'D l.j C, fol tclzo�, ol�;\ cc,-J) 0 C0 C6 LL co CO j Z5 1Z 'Y EB7318 LB6680 LC0337 cpB cp8 Jw 50-66005 iA'E : LP-1 3/ . 2 . 6/05[,--��16 0 Cc w M: D 0 WEST ENTRANCE: VIEW 1 co 0 _38-INL-EC-L (2) FFL-26-HE . ... . .... . ... - (2) OL-38-NL-EC-L I (2) OL-38-NIL-EC-L (1) OL-38-NIL-EC-L IV d1 IV 41 4 0 (2) DL-38-NL-EC-L (1) OL-38-NIL-EC-L ..... . ...... (2) OL-38-NIL-EC-L (1) PL-38-N.L-EC (1) OL-39 (2) L-38—NL—EC—L A,— Lj <7 v v v v v ...... ..... oe —0 4 (5) DL-38-NL-EC-L GRAPHIC SCALE zz 10 0 5 10 20 -3844L-EC.-EC (2) OL-3S-NL-EC-L OL-384L-EC-L (2) OL (2) OL-3844L-EC-EC IN FEET <1 I 1 INCH = 10 FEET to m < -------- ... ...... w m _\\\m 1//o I///// iCtm A. 30-(4) OL <1 .... ...... ZA <1 f 10 4 . .... .. .. .. . a 1000I A------ <j 1cli • pG- - -------- - < Ul WEST ENTRANCE: VIEW 2 r LO 0 0 (0 O IX 0 o C� cli 0 co cc, C.,03 CD ch go NE bi cri CO c) LL (D CID hi C.D Rj .j f zi 0 U. C5II I a MAI rom I lopot 3 3 to to i IA 0 0 to 0 w re I Is IN i� LIGHTING SCHEDULE 5''MB0L QUANTITI' MODEL MANUFACTURER NOTES g FFL-2l -HE FOCUS INDUSTRIES 2 X 13 WATT EXTRUDED ALUMINUM FLOODLIGHT � 120 VOLT (VEAZ''I' GROUP: 401-a43-1220) W/HOOD EXTENSION: SLACK FiNiSH 80 DL-3a-NL-EC-L** FOCUS INDUSTRIES PAR 3& CAST ALUMINUM BULLET W/EXTENSION (YEAZY GROUP; 401-043-1220) COLLAR, SLACK FINISH *SEE LiGHTING SPECIFICATIONS ABOVE FOR DETAILED FIXTURE INFORMATION **Sl'LVANiA F'AR-38 WIDE FLOOD LAMPS SHALL BE USED IN ALL DL-30 FIXTURES. WATTAGE WILL DEPEND ON AMBIENT LIGHT IN THE AREA. AS A GENERAL GUIDELINE, FOR LE55 THAN O.5 FOOTCANDLES OF AMBIENT LIGHT, USE &OW LAMPS. FOR 0.5 TO 1.0 FC, USE 90W LAMPS. FOR AMBIENT LIGHT GREATER THAN 1.0 PC, USE 120W LAMPS. iT 15 RECOMMENDED THAT EACH LiGHTING APPLICATION BE "FIELD TESTED" WITH DIFFERENT WATTAGES TO DETERMINE THE BEST LOOK FOR EACH TREE SPECIES. ( IN FEET ) 1 INCH = 10 FEET Focus Industries - Compact Fluorescent Lights, FFL-26-HE Page I of 2 Focus products can be ordered through your local supplierE•Moil us for a supplier near aLcus LANDSCAPE Li (3HTINfs CUent:Seryicee NEWT - Request Literature, submit & track RGA•s and more. CON AC7 .COMPACT" FLUORESCENTG•A�"2 _CATALOGS APPLICATIONS_ SEMINARS FFL-26-HE, Flood Light 120V -12V TRAQESHOYOS ABOUT FOCUS ORDERING. INFORMATION CATALOG DESCRIPTION SHIPPING FFL-26-HE(120V) 2,13 Waft Ez ded Aluminu,n 2.01bs. FlaWGghtwy Hood Uldleftla BUrk Finish(41K?), 120V FFL-26•11E(120V)Color WM Pmdaf Coat Finish 2.01de. FFL-26.12V•HE 2 z 13 Wall Exauded AJmnlnum 2G led. FINdG9h1w/.Hood Extension, Stack Finish (41K?I. 12V FFL•26.12V•HECaIa With Powder Coat Finish 201os. )FF42641Etighl DsulOUCon i TAk� HOUSINGod.. SWIVEL Cast Aluminum, Eapay Adjuslat4a LENS Hyh Impact Clear Acrylic HOOD Heavy Duty Stomped Aluminum. EXTENSION BALLAST Type l Outdoes Magnetic Clamped Care for All 120 Vdl Compaq Flrorasoonl LJohle -TypeI Ooldoar E eetronk Police & finessed for All CamDacl FluomScerH Food L'ghts • Pnma7 A. Draw for 120V is.165 Amp, not IrcJutllog Lamp WalUge. Nde: 5, 7 8 g Wa0 Lamps operate OS the same Balbst B SopkaL so you can Inlald—S. Vie 5, 7, .19 Was Lamp wlWn the FdWre 10 Achtev0 Dafe,-t Lightfolard lees, REFLECTOR Highty PONShad Spewlar Aluminum LAMP 2z 13 Watt Compact Fluaesanl(4INK) Coat White SUPPLIED LAMP 13 Won Compact FWorestonl(2700K) Wam+ Whte, Add-4V'N to Cool"9. OPTIONS LAMPBASE G23 at Put LAMP LIFE 10,000, Hours Average Rating MOUNTING Suppiiedby Olnoa far 120V Ftsturea. Typlralfy a Wealherproor JL,IoUw 13—vt Cmer Pla!oa FA-2 A-VV9'ASSStake Threaded IT NPS for 12V Flzturas ONy h(tp://www.focusindustries.com/tTI-26-he.hhnl Focus Industries - Compact Fluorescent Lights, FFL-26-HE WIRING SUMardfor 120V&149: Back 3 Foal 1ar2 Zip Coto far 12V I'Muras Only CONNECTION FA-050uie, Cornador for 12 Volt Fmures Only FINISH BUck?obastar Pawner Coal FINISH Allulve Verde,proaiq CRmet TgrJo,.,fthq,Nuotpr GN4n. Rvei. Weau,pred grown, OPTIONS VY0UJefgd,h9P.SIV40o And Ful"Ped Verde yz]i0i.e;�su+w,.::::cc. a:::iLnu::x•,�d. vtm,-..n.,p,. <a LH, 82312005 Pagc 2 of 2 8/23/2005 y L DIRECTIONAL LIGHTS OMFJEp10tNfORMATIDN Page I of 2 CATALOG OESCP.IPiC,Y aHJPNG Dl-da K1C pAA•36LW A4aymm so «•E#emM Spiv. .4 - (%�rd—Frt.h OI.J -EC•ad IYXft—, Cad FrtdX eCrv. twaam{c-6rmd >v4 era.e Fnlue lunsn;aml ]dim CGL-1SNLEC PiR-da Cunpxra—.1 nlE,Ye.w ]Gips. Ca'a:,&yd, FwN CDL.IBNVEGaxcn t'ttr 6awn fret 3L .[. plvYti{GL PTA09 Ce#Armirumau< F,enW+ 31ly. Cater d GNu bans, 8aa F!n]h Ot36N:-EGLtq':r Yfm MdaorLml Fr6h 1.0 �v. aa]N-ECLBrd+s SNE erase W,dud Nnf-�IXmJ a.01m. Cat-Ant-EGL PM•]a Lwnu+te6Nt ✓utmvan W wr d Gin v tm,. Inca Fran J.ploa. ��-yI CAWd-nI-a—don YM 6wn F,rv,a 201Js ' j Ao, le,;m,;aemms:r.asmcr,:m, TYPE WATTAGE GE fiYLVA,OI, pHILIP4 US FOC.LYir PARJB nY I'll 0.,1.30,50 112E y`lllyyyy`111 ..- Ia.. -. - . S6at .15 ... ... se 10x'OAa +R:2.3a A+1.2E 75 425 10.+2.30 tell 9d le-e5 9.13.00.50 '11a.w os 5' 1. ... +a.14.w ... sso nm ... HWSIHC Lul•::-. �iai Cdyv:ly iNx.144'c). orLn161ass pie , E%LEas all COLLARS Cavl A4r..�m, a cAva ]WNEL Cdz A•u;rru-tEui,'NI!„tepa pA a, va, C:�i Fae• 4Ai LAVPSVPP4Ep BY MyPv-Jd. +te':/ar H[+ Outas] LAvr socHEr I,ynT..nd>.,al:rr,:L,ad„m LAMP La' --An Rn eamAta+a•s,<an tax v:m 6�,N;.2�'Pmmcma YW�ING sal O.I�m,FAvwd.Td wewrrhmlJr-uo-i dn<m FRZ6 PVOIAv:.+p imefvaFAaa PJC Fb,aa>I u61:. add P.;y —a saroxa lm udl Page 2 of 2 flN6H Bla'ra#xd Pdla#a PawM Cu, Falou 113 Y::'le.ara-:e,Ca•n:11;,u,tY'nrs,111 �r!arGnnn.Vus: VVt4Mren 6•an:, Y:.:,:Ae,ro 4o• CA6TfiRA450PTION6 OrlabMJdmfs, A,L1.61dv YCnLe'N4 Frn NSMtl &des Adf Alau Ptlnnm,a Cdx �e.iw Aea \YKaa Aof Pu#.ad0-rta0 Vatic d Aad6ud:ta Carol /. ACCESSORIES FOR DIRECTIONAL LIGHTS A e V IA1 :1•,y+p0.d n-r rtr 111UL t�; Ot• emdUr u ® t1.�4�,.� ihOJ Fhed SWpGM IAA6 IAE&4 FAHN-2t Halt- 7 ,ULUf,A3' lnl,l.v PA—C 7 cum 1 ®,'— JM1•F...., 3a .U+•it;Nix.lil I il, fM'Ji fA�:F� .�-� la• .51v :c u::LdlraP, .C..6_1 � ::• IA-23 IA-N uon.2e.ed rA•2}in � nI v , i:n�•,. D D D) u11.wm,IfA'y'I tn+nlo 3I1• FA•9A FiRi 'ok- � 00 F' A0.1a fA-1d1 I<IMo-uwclsdn�k 'A.Va H. P.WIr.'At'u !Yl•m sl.l.l, <: Ji.Yi l:Vt.ta.V.Mi,w•AY'dl IJrl!•0 1 .u.rA.la.:u .d rr�,��,/�'.flf�}(�y�J����/��Jf�� t iX�l'•' :N.IO.Nt. .M.Iwb4, H.;t.M M :IX.d1.dJ ,nl awns, ,A'mpp, Vl' fA-ill•TRLE R Z 2 to z 0 V) W (Y N ... LJLJ C N c ID rn (:6 Ofc_0 E rj O OC. d' [� tU L OLLO _U n- N � N N (7 rr GO :2 O ' "I 0 LL c rJ LP-3 16�J'. I _ , a rglc., qtH:.-.:'�—' .. -- .....� 'yrrRs i. ar- - _ � � _ � ,•—' --- — _ .Lr".. ..�..,..,+:- 4 •��.Nedr.ba ,w a, - � � \;.,,:�,� t:..�47 _+... ._. .... _... .._ �•��..-�� �_r -►rrr=�� �� � _ ��. _ ',���[_ 1»Iaal ■,+e►1 .. ,.___py _ f �„ e��� �'�:.'..:,�.... r tii: '__.. "�^ :,.. �Y�""-'-_--�-^.-.�._---•v-•!!t... �`'i.-.,�,.. .,.r"`a"'�`_"". -"a•'-' � :vi+: •irY�:w�usae► � -4� �w_�_ an '•.�'_-�"�_�_ 'rr_'""""'++_+a....�.r+.�r.-_.::.::::::.. ..,: .�_.i�,."'::."" '(;., .��'�` .dam � �� _'o. a.�.�`w�c..■a.i�..awwol.�,•■ssM��YM.s.-,r.:���.-�. -'_ _.c,�,.-...------ —. ",-r1°'�°' - .._.t..��..- ,, w, =• .;tt"1v7�" � s.e,�. �+;r - rrr�i.�t"r-•.�Ir�ar-,rr.. - `'K`�. .,:�'. _ ro�4 ..: _ .. - _x... .vrr�• �.—.. ..�. B � ._. 'l,"_ _ � ...�!`•r.r.ir.. _41" ',lii .'ram.. -.i-.,.:. _. v1 .L� * •�{�u:ay.:,:• a �asr }a,e.;e. :1; �„_..:..•i!°i .ia141r.f�" �- ... ._.r. .---- ......-•--- ,v ,•;:,. ,,..,. rcl ,,.,. ., .. .. .. , , .nsaalaaaa�a. ..._ .; - _nw' �+lar r.r�a,aw+.nl�r.ri 4 t -- ......„ elol cal sl -- ! r a t • trail ,tel la i,v 1 11 ��i+i1F 1 I a its 1(Y� ,y.Lllfil! F, i!, IT (i• _�....t�� ■r� i � I-r._��. .�.. k' v , r � :, �. _, :. .- r �. -� ,.; 1 -,,., ... YE. .., Y,- •-.� -v: v4. .-t L ,... r.l .` (7 alj.t ilUl �c,l : r w J t s, .... -,.: i �.a .1 �� ���{ �C t•--^ •-., , { nnu+ 1����.. sr :.. "`'•r.:, _ __ _ I jjrrrtt{ 1 1 � � 1. is I ._ .. _ + _ :I ias. �. ....... s:�. .. kc �... :.> � � ._�_..- I 1 . � v -._. -,+..: � .. �� � •I�r .. I(_� 1Lts i■i fI •� 1 .:.swwr.•. - .�•�F... i : , , -_ _...._ \ { 1 .�....� .. llllll ,li,l lllf ll. � .... _� �.� � I inZl��iltsl� i r' ...�. ..�. .�....�.-.�.. 1 i1 -. \,�. � � 'I�Jt# ..c .. :�� :r...- .. ._! � : �_ _,.,.._-. �ff~,�-•- . �._._.,_ -.� -__ _ ..Xldit i �!�I ,..�— -- .-._ . ._ _ :.. .:: _ _ __-...•-r' _ _ .I,.w.r. ,"�— .. �i� -j(—n►s , .t�� .�•-�""" �..� i ie��iIr r �, tomr ,: �� ... — >D�i , Mt _ _ t _ ........._..,:.: .. - ■■ ,....._. ...1...... . _._ ,., .s■i. LOL �. .. Y1':fiA Ya • i,. ate►•. t f t!r ,+ •+�. +..w _. , .._.., ....,_.: _ .. - _ ...-... . ;:,;. r(■ -�,_ - ._—__—.__—_-_ _... _. _ - .. -• ,._ 1 A� —•^;. - 'Tv i.V �1 sF .ova •� -. -_ .: -y„ ...:::vr-x. '.s+vre--.V tl - Y. R�•-��"'ai �/ 411r�. _�,� _. �a.__�..�a.rx�/.��;. ......�'�`�- �_ � _.- • . q___.. ---- ---- (i 11 l(fll .. ., ;, , .,l �. _�•r. ,_._ � ,r � _ ...... I _.. r ... �. 'tea ,.� rr - • <: 3 1 t ( _ _ ..._..fir_,._ 11 � r — r .. I . I~ _ ;� E ._. �� f r .. _ r it 1. 1 ■ _ I �a.r#�r� 1 Ti�1 _ i t�(T- r .tl ! 9 � i i .� l , _ f`' � .. � ICI 1 . lIl r , 1 I , { 1 / 1 1 * _ 1 ■' ■ v i , --- _ Ilr �!i 1f � s _ r Z 1 _. € w 0, r;.(L ■1 _ _ . q 1 tj ! t WalO bcml�mr r ■ fr ■ it a. .� ,. a . ,� .... ,> .. •->.r .... 1 � �� _ , _.. i�. (��1 li. f�1 f1mqa • ii j! Itff 1 �C --_.-..--:'-'_�- ,.. :.+►. .;..: -: �:. ' ,�i..-.�. .. -,,.. : ,.r $' r ;,•i,��J�.-�����i��i�� y �P����.��- - ' .. ,4 �.: �. rr <.�j : _�j -... I ��r,`.. i � , ��.:y � t 0 0 .,5.@GViS i� EXISTING; STORMWATER f POND34 x -- -------i !6 -. -- 7Y15,--- -- - - -_ r`r Ij EXISTING i STORMWATER POND ,/� '®v/'�TEMPORARY GRAVEL G.� *� % CONSTRUCTION ENTR & SOIL TRACKING _A m %_%� / i PREVENTION DEVICE TYPE A is DOUBLE ROW j; SILT FENCE, -------- i f I ``•� It •`.\ \ \ t - 1 rI I III _ _ •, _ x '-- i l �ommmm mmm mmm __ —Ix SINGLE ROW x SILT FENCE PER I� I FDOT INDEX / II 102 (TYP) i I I ar �, (I DOUBLE ROW ' SILT FENCE E, \ BASIN AREA 49.48 AC I _----- ' 9 Ix SINGLE ROW \ SILT FENCE PER ; FDOT I'VDEX i 102 (T1YP) ----- _ _ - ��\ - r - — — — — — — — — — — — — — — - 39 -- M MOO M NOUN oil MEN iiiiiiiiiiiiiiiMEM GRAPHIC SCALE 0 50 100 200 ( IN FEET ) 1 INCH = 100 FEET SECT/ON 15 TOWNSHIP 2.3 S RANGE 29 E LOCATION MAP .ACREAGE SUMMARY IMPERVIOUS AREA 0.00 AC SEEDED AREA 0.00 AC TOTAL DISTURBED 49.48 AC TOTAL UNDISTURBED 0.00 AC TOTAL PROJECT AREA 49.48 AC GENERAL NOTES General Erosion Sites The stormwater pollution prevention plan is composed of this drawing (Site Map), the standard details and the plan narrative included in specifications plus the permit and all subsequent reports and related documents. All contractors and subcontractors involved with the storm water pollution prevention shall obtain a copy of the storm water pollution prevention plan and become Familiar with their contents. Contractor shall implement best management practices as required by the SWPPP. Additional best management practices shall be implemented as indicated by conditions at no additional cost to owner throughout all phases of construction. Best management practices (BMP's) and controls shall conform to federal state, or local requirements or monuol of practice as applicable. Contractor shall implement additional controls as directed by permitting agency or owner. Contractor shall minimize clearing to the maximum extent practical or as required by the general permit. General contractor shall denote on pion the temporary parking and storage area which shall also be used as the equipment maintenance and cleaning area, employee parking area, and area for locating portable facilities, office trailers, and toilet facilities. All wash water (concrete trucks, vehicle cleaning, equipment cleaning, etc.) shall be detained and properly treated or disposed. Sufficient oil and grease absorbing materials and flotation buoys shall be maintained on site or readily available to contain and clean-up fuel or chemical spills and leaks. Dust on the site shall be controlled by watering. The use of motor oils and other petroleum based or tonic liquids for dust suppression operations is prohibited. Rubbish, trash, garbage, litter, or other such materials shall be deposited into sealed containers. Materials shall be prevented from leaving the premises through the oction of wind or stormwater discharge into drainage ditches or waters of the state. All storm water pollution prevention measures presented on this plan and in the storm water pollution prevention pion shall be initiated as soon as practicable. Disturbed portions of the site where construction activity has stopped for at least 30 days, shall be temporarily seeded. These areas shall be seeded no later than 14 days from the lost construction activity occurring in these areas, Disturbed portions of the site where construction activity was permanently stopped shall be permanently seeded. These areas shall be seeded no later than 14 days after the lost construction activity occurring in these areas, refer to the grading plan, and/or landscape plan. If the action of vehicles traveling over the gravel construction entrances is not sufficient to remove the majority of dirt or mud, then the tires must be washed before the vehicles enter a public road. If washing is used, provisions must be mode to intercept the wash water and trap the sediment before it. is carried off the site. All material spilled, dropped, washed, or tracked from vehicles onto roadways or into storm drains must be removed immediately. Contractors or subcontractors will be responsible for removing sediment in the detention pond and any sediment that may hove collected in the storm sewer drainage systems in conjunction with the stabilization of the site. On -site and off -site soil stockpile and borrow areas shall be protected from erosion and sedimentation through implementation of best management practices. Stockpile and borrow area locations shall be noted on the site map and permitted in accordance to with general permit requirements. Slopes sholl be left in o roughened condition during the grading phase to reduce runoff velocities and erosion. Due to the grode changes during the development of the project, the contractor shall be responsible for adjusting the erosion control measures (silt fences, straw bales, etc.) to prevent erosion. All construction shall be stabilized at the end of each working day. This includes backfilling of trenches for utility construction and placement of gravel or bitunmous paving for road construction. Contractor shall provide tree protection measures as needed. Dewatering is not anticipated for the installation of utilities. Ail work sholi be in compliance with NPDES. Mointenance All measures stated on this erosion and sediment control plan, and in the storm water pollution prevention plan shall be maintained in fully functional condition until no longer required for a completed phase of work or final stabilization of the site. All erosion and sedimentation control measures shall be checked by a qualified person at least once every seven calendar days and within 24 hours of the end of a 0.5" rainfall event, and cleaned and repaired in accordance with the following: Inlet protection devices and barriers shall be repaired or replaced if they show signs of undermining or deterioration. All seeded areas shall be checked regularly to see that a good stand is maintained, Areas should be fertilized, watered, and reseeded us needed, Silt fences shall be repaired to their original conditions if domaged sediment shall be removed from the fences when it reaches one-half the height of the sit fence. The construction entrances shall be maintained in a condition which will prevent tracking or flow of mud onto public rights -of -way. This may require periodic top dressing of the construction entrances as conditions demand. The temporary parking and storage area shall be kept in good condition (suitable for parking and storage). This may require periodic top dressing on the temporary parking as conditions demand. Outlet structures in the sedimentation basins sholi be maintained in operational conditions at ail times. Sediment shall be removed from sediment basins or traps when the design capacity has been reduced by 50% Sequence of Construction Phase 1 1. Install stabilized construction entrances. 2. Prepare temporary parking and storage area. 3. Construct the silt fences on the site. 4. Construct the sedimentation and sediment trap basins, 5. Clear and grub the site. 6. Start construction of building pod and structures. 7. Begin grading the site. Phase II 1. Temporary seed demucked areas. 2. Install utilities, underdroins, storm sewers, curbs and gutters. 3. Install rip rap around outlet structures. 4. Install inlet protection around all storm sewer structures. 5. Prepare site for paving. 6. Pave Site. 7. Install inlet protection devices. 8. Complete grading and install permanent seeding and planting. 9. Remove all temporary erosion and sediment control devices (only if site is stabilized.) Cali two full business days (but not more than five) before digging to find out where buried facilities (electric, gas, telephone, _ cable, water) are located. It's the Law! 1-800-432-4770 www.colisunshine.com FP&L (305) 347-3900 Sunshine State One Call of Florida, Inc. DEVELOPER/OWNER WESMERE DEVELOPMENT, LLC. BEN SHOEMAKER SITE OPERATOR/GENERAL CONTRACTOR: SUPERINTENDENT: NAME LEGEND 0. 0 II = DOUBLE SILT FENCE 0. --x x x x x x x — SINGLE SILT FENCE W Ln Z O U1 w N UJ N N CO AA� Q CD o 1,0 ttoo E M O O O ly N • E to CO CO U co 00 a. 6 N cC •C t\ C> U_ PENN" c U EB7318 L06680 LCO337 JBG JBG MIDS 50-66005 SWPPP-1 5/4/05 65 67 , s `o i 0 a I 0 V m ro 0 0 0 n 0 r- !I II I I _, }i ;TING ,KE 2' SOD STRIP OFF BACK OF CURB (TYP. I t f min. I WW. . ...... . M MW 38 139 1 11_ 40 ( 41 43�44 145 1111 1N 46 1 47 48 49 50 51 52 53 ��X�XisXeXs�X�-�I —X—X— ®®® ®mow® ----- .___�.---------_—___—'--_. - -ter= CONTRACTOR TO UTILIZE EROSION CONTROL MEASURES AS NEEDED ALONG REAR YARD SLOPES OF LOTS 295-321 UNTIL SODDED/STABILIZED. TEMPORARY SILT FENCE PER FDOT INDEX 102 (TYP) DISCHARGE 28" 32' 41 " 3 N 81. 32' 28" W r . EXISTING STORMWATER POND DISCHARGE 2 28' 32' 40" N 81' 32' 28" W 4�® CONTRACTOR TO UTILIZE EROSION CONTROL MEASURES AS NEEDED ALONG GRAPHIC SCALE % REAR YARD SLOPES OF LOTS 37-78 0 50 100 200 UNTIL SODDED/STABILIZED. ' IN FEET % 1 INCH = 100 )FEET rt / i O TEMPORARY SILT FENCE PER FDOT INDEX 102 (TYP) DISCHARGE 1 2B' 32' 39" N 8132' 29" W SOIL EROSIONI • '• OPERATION TIME SCHE N#TE: GENERAL CONTRACTOR TO COMPLETE TABLE WITH THEIR SPECIFIC PROJECT SCHEDULE CONSTRUCTION SEQUENCE MMMEMMEMMEMIMMIM ROUGH GRADE1 • ' • ■■■■■■■■■■■■■■■■■■ CONTROL MEASURES �STRIP 'STORMTEMPORARY FOUNDATION BUILDING • • ■�■■■■�■■■■■■■■■■■ ISITE CONSTRUCTION ■■■■■■■■■■■■■■■■■■ PERMANENT CONTROL STRUCTURES GRAPING 1 1 = •MMMMMMMMMMMMMMMMMM MENNEE■EEMEMENEENE ENEEMENEEMENEENEEN SECT/ON 16 TOWNSHIP 23 5 RANGE 29 E LOCATION MAP N. T, S. ACREAGE SUMMARY IMPERVIOUS AREA 24.08 AC SEEDED AREA 0.00 AC TOTAL DISTURBED 49.48 AC TOTAL UNDISTURBED 0.00 AC TOTAL PROJECT AREA 49.48 AC GENERAL NOTES General Erosion Sites The stormwoter pollution prevention plan is composed of this drawing (Site Map), the standard details and the plan narrative included in specifications plus the permit and all subsequent reports and related documents. All contractors and subcontractors involved with the storm water pollution prevention shall obtain a copy of the storm water pollution prevention plan and become familiar with their contents. Contractor shall implement best management practices as required by the SWPPP. Additional best management practices sholl be implemented as indicated by conditions at no additional cost to owner throughout all phases of construction. Best management practices (BMP's) and controls shall conform to federal state, or local requirements or manual of practice as applicable. Contractor shall implement additional controls as directed by permitting agency or owner. Contractor shall minimize clearing to the maximum extent practical or as required by the general permit. General contractor sholl denote on plan the temporary parking and storage area which shall also be used as the equipment maintenance and cleaning area, employee parking area, and area for locating portable facilities, office trailers, and toilet facilities. All wash water (concrete trucks, vehicle cleaning, equipment cleaning, etc.) shall be detained and properly treated or disposed. Sufficient oil and grease absorbing materials and flotation buoys shall be maintained on site or readily available to contain and clean-up fuel or chemical spills and leaks. Dust on the site shall be controlled by watering. The use of motor oils and other petroleum based or tonic liquids for dust suppression operations is prohibited. Rubbish, trash, garbage, litter, or other such materials shall be deposited into sealed containers. Materials shall be prevented from leaving the premises through the action of wind or stormwoter discharge into drainage ditches or waters of the state. All storm water pollution prevention measures presented on this plan and in the storm water pollution prevention pion shall be initiated as soon as practicable. Disturbed portions of the site where construction activity has stopped for at least 30 days, shall be temporarily seeded. These areas shall be seeded no later than 14 days from the last construction activity occurring in these areas. Disturbed portions of the site where construction activity was permanently stopped shall be permanently seeded. These areas shall be seeded no later than 14 days after the last construction activity occurring in these areas, refer to the grading plan and/or landscape plan. If the action of vehicles traveling over the gravel construction entrances is not sufficient to remove the majority of dirt or mud, then the tires must be washed before the vehicles enter a public rood. If washing is used, provisions must be made to intercept the wash water and trap the sediment before it is carried off the site. All material spilled, dropped, washed, or tracked from vehicles onto roadways or into storm drains must be removed immediately. Contractors or subcontractors will be responsible for removing sediment in the detention pond and any sediment that may have collected in the storm sewer drainage systems in conjunction with the stabilization of the site. On -site and off -site soil stockpile and borrow areas shall be protected from erosion and sedimentation through implementation of best management practices. Stockpile and borrow area locations shall be noted on the site map and permitted in accordance to with general permit requirements. Slopes shall be left in a roughened condition during the grading phase to reduce runoff velocities and erosion. Due to the grade changes during the development of the project, the contractor shall be responsible for adjusting the erosion control measures (silt fences, straw bales, etc.) to prevent erosion. All construction sholl be stabilized at the end of each working day. This includes backfilling of trenches for utility construction and placement of gravel or bitunmous paving for road construction. Contractor shall provide tree protection measures as needed. Dewatering is not anticipated for the installation of utilities. All work sholl be in compliance with NPDES. Maintenance All measures stated on this erosion and sediment control plan, and in the storm water pollution prevention plan shall be maintained in fully functional condition until no longer required for a completed phase of work or final stabilization of the site. All erosion and sedimentation control measures sholl be checked by a qualified person at least once every seven calendar days and within 24 hours of the end of a 0.5" rainfall event, and cleaned and repaired in accordance with the following: Inlet protection devices and barriers shall be repaired or replaced if they show signs of undermining or deterioration. All seeded areas shall be checked regularly to see that a good stand is maintained, Areas should be fertilized, watered, and reseeded as needed. Silt fences shall be repaired to their original conditions if damaged sediment shall be removed from the fences when it reaches one-half the height of the sit fence. The construction entrances shall be maintained in a condition which will prevent tracking or flow of mud onto public rights -of -way. This may require periodic top dressing of the construction entrances as conditions demand. The temporary parking and storage area shall be kept in good condition (suitable for parking and storage). This may require periodic top dressing on the temporary parking as conditions demand. Outlet structures in the sedimentation basins shall be maintained in operational conditions at all times. Sediment shall be removed from sediment basins or traps when the design capacity has been reduced by 50% Sequence of Construction Phase 1 1. Install stabilized construction entrances. 2. Prepare temporary parking and storage area. 3. Construct the silt fences on the site. 4. Construct the sedimentation and sediment trap basins. 5. Clear and grub the site. 6. Start construction of building pad and structures. 7. Begin grading the site. Phase II 1. Temporary seed demucked areas. 2. Install utilities, underdrains, storm sewers, curbs and gutters. 3. Install rip rap around outlet structures. 4. Install inlet protection around all storm sewer structures. 5. Prepare site for paving. 6. Pove Site. 7. Install inlet protection devices. 8. Complete grading and install permanent seeding and planting. 9. Remove all temporary erosion and sediment control devices (only if site is stabilized.) Call two full business days (but not more than five) before digging to find out where buried facilities (electric, gas, telephone, cable, water) are located. It's the Law! 1-800-432-4770 www.collsunshine.com FP&L (305) 347-3900 Sunshine State One Call of FIc DEVELOPER/OWNER WESMERE DEVELOPMENT, LLC. BEN SHOEMAKER SITE OPERATOR/GENERAL CONTRACTOR: NAME NAME Ln Z 0 in W O CD N 3 N N 00 C 00 Q�� O�i�E �V)C� j� N .� L6 `p U_ N 2 Ii• W vO-d, '- N ICfl t� •C t` U_ 1®q � C Qa U DOUBLE SILT FENCE —X x X X x x x— SINGLE SILT FENCE a♦ EB7318 LB6680 LCO337 SCM-1 ROCK BAGS ® JBG JBG MDS SCM-2 HAY BALES W 00% 50-66005 _.,, SWPPP-2 ... STEHLI. P.E. /4/Of� 66 67.: STEEL OR WOOD POST STEEL OR - WOOD POST 36" HIGH MAX EXTRA STRENGTH FILTER FABRIC NEEDED WITHOUT WIRE MESH SUPPORT Akr Mr 1 1►� Ir 1� Irp O �►11 � I► 1► 11 IAA 1►11--- i ��� 1���j�� jj��1►�I� SOI�A1►1� Ip► 111�1IPA • • PONDING HT. FILTER FABRIC �- ATTACH SECURELY TO UPSTREAM SIDE OF POST RUNOFF PONDING HT. RUNOFF 12" MIN. - 12" MIN, II II 4X 6" TRENCH j rGRA WITH COMPACTEDVEL BACKFILL STANDARD DETAIL ALTERNATE DETAIL TRENCH WITH NATIVE BACKFILL TRENCH WITH GRAVEL SILT FENCE INSTA LATIQN K70 NOTE: 1. INSPECT AND REPAIR FENCE AFTER EACH STORM EVENT AND REMOVE SEDIMENT WHEN NECESSARY. 2. REMOVED SEDIMENT SHALL BE DEPOSITED TO AN AREA THAT WILL NOT CONTRIBUTE SEDIMENT OFF -SITE AND CAN BE PERMANENTLY STABILIZED. 3. SILT FENCE SHALL BE PLACED ON SLOPE CONTOURS TO MAXIMIZE PONDING EFFICIENCY. PROPOSED INLET OPEN RISER _1 SIDEWALK TEMP. DRAIN -- L DITCH 1.1 ~� DITCH �LCURB & G-CUUTTER R - -- 4-^:I GUTTER I I ROCK BAGS ROCK BAGS j PARTIAL INLET COMPLETED INLET DITCH 80170M INLET BALES MUST BE TIGHTLY CONSTRUCTION SPECIFICATIONS: ABUTTING WITH NO GAPS SHEET FLOW APPLICATION: BALED HAY 1. BALES SHALL BE PLACED IN A SINGLE ROW, LENGTHWISE ON THE CONTOUR, WITH ENDS OF ADJACENT BALES TIGHTLY ABUTTING EACH OTHER. 2. ALL BALES SHALL BE EITHER WIRE -BOUND OR STRING -TIED. STRAW BALES SHALL BE INSTALLED SO THAT BINDINGS ARE ORIENTED 5' - 6' AROUND THE SIDES RATHER THAN ALONG THE TOPS AND BOTTOMS \ \ OF THE BALES (IN ORDER TO PREVENT DETERIORATION OF THE EMBED STRAW BALE BINDINGS). S�Oprc 4" MIN. INTO SOIL 3, THE BARRIER SHALL BE ENTRENCHED AND BACKFILLED. A TRENCH 2• SHALL BE EXCAVATED THE WIDTH OF A BALE AND THE LENGTH OF THE PROPOSED BARRIER TO A MINIMUM DEPTH OF 4 INCHES (10 cm). AFTER THE BALES ARE STAKED AND CHINKED, THE EXCAVATED / SOIL SHALL BE BACKFILLED AGAINST THE BARRIER. BACKFILLED SOIL SHALL CONFORM TO THE GROUND LEVEL ON THE DOWNHILL SIDE SECTION A - A AND SHALL BE BUILT UP TO 4 INCHES (10 cm) AGAINST THE UPHILL SIDE OF THE BARRIER. ANGLE STAKE TOWARD 4, EACH BALE SHALL BE SECURELY ANCHORED BY AT LEAST TWO 2" X PREVIOUS RAL F TO 2" (5 cm X 5 cm) MINIMUM WOODEN STAKES OR TWO #5 (16 mm) MINIMUM REBARS AT LEAST 3 FEET (0.9 m) DRIVEN THROUGH THE BALE. THE IN EACH SHALL BETHE PREVIO SLYIRST LLAID BALEETO FORCE THE BALESRVEN TIOGETHOER. STAKES 1• EXCAVATE THE TRENCH OR REBARS SHALL BE DRIVEN DEEP ENOUGH INTO THE GROUND TO SECURELY ANCHOR THE BALES. STRAW BALE BARRIERS PLACED ON PAVED SURFACES MAY BE SECURED BY PLACING HEAVY SANDBAGS ON TOP, AND/OR BY BRACING WITH 2 X 4'S (5 x 10 cm). BACKFILL MATERIAL THE GAPS BETWEEN BALES SHALL BE CHINKED (FILLED BY WEDGING) 5• NTH STRAW TO PREVENT WATER FROM ESCAPING BETWEEN THE U UQ W W U BALES. LOOSE STRAW SCATTERED OVER THE AREA IMMEDIATELY UPHILL FROM A STRAW BALE BARRIER TENDS TO INCREASE BARRIER SECTION t3 - B %WOODEN STAKE EFFICIENCY. OR REBAR DRIVEN WHEN BALES ARE INSTALLED AT THE TOE OF A SLOPE, THEY THROUGH BALE SHOULD BE PLACED AWAY FROM THE SLOPE FOR INCREASED 6' STORAGE CAPACITY. 3 3 INSPECTION SHALL BE FREQUENT AND REPAIR OR REPLACEMENT 0 O 0 7 SHALL BE MADE PROMPTLY AS NEEDED. � 4� STRAW BALE BARRIERS SHALL BE REMOVED WHEN THEY HAVE B SERVED THEIR USEFULNESS, BUT NOT BEFORE THE UPSLOPE AREAS HAVE BEEN PERMANENTLY STABILIZED. MAINTENANCE: 1 STRAW BALE BARRIERS SHALL BE INSPECTED IMMEDIATELY AFTER 1" x 2" STAKE WEDGE LOOSE STRAW / ,rr rrr BETWEEN BALES 6 „ r,rr rr rr „ rr,rrrrr FLU r ., rrrr �\ 5 -IES (MIN.) TWINE/WIRE z 4 2. PLACE AND STAKE STRAW BALES O U) EACH RAINFALL AND AT LEAST DAILY DURING PROLONGED RAINFALL. 3. BACKFILL AND COMPACT EXCAVATED SOIL 2. CLOSE ATTENTION SHALL BE PAID 'TO THE REPAIR OF DAMAGED PLAN BALES, END RUNS AND UNDERCUTTING BENEATH BALES. STAKED AND ENTRENCHED 50 LB. 3, NECESSARY REPAIRS TO BARRIERS OR REPLACEMENT OF BALES (APPROXIMATED STRAW BALE) 1" x 2" WOOD STAKE NOTES: SHALL BE ACCOMPLISHED PROMPTLY. 1. THE STRAW BALES SHALL BE PLACED ON 4. SEDIMENT DEPOSITS SHOULD BE REMOVED AFTER EACH RAINFALL. SLOPE CONTOUR, THEY MUST BE REMOVED WHEN THE LEVEL OF DEPOSITION REACHES Ff i i i i APPROXIMATELY ONE-HALF THE HEIGHT OF THE BARRIER. 2. BALES TO BE PLACED IN A ROW WITH THE ENDS TIGHTLY ABUTTING. USE STRAW, ROCKS, OR FILTER FABRIC TO FILL GAPS BETWEEN THE BALES AND 5. ANY SEDIMENT DEPOSITS REMAINING IN PLACE AFTER THE STRAW PLATE 4,05D STRAW BALE BARRIER TAMP THE BACKFILL MATERIAL TO PEREVENT BALE BARRIER IS NO LONGER REQUIRED SHALL BE DRESSED TO SOURCE: EROSION DRAW EROSION OR FLOW AROUND BALES. CONFORM TO THE EXISTING GRADE, PREPARED, AND SEEDED. / � / r � � / � / � / / / / / r r � � � TWINE/WIRE COMPACTED SOIL TO BALED HAY OR STRAIN SILT BARRIERS PREVENT PIPING N.T.S. SEDIMENT LADEN RUNOFF FILTERED SEEPAGE lnlyl&K�\\/\ SLOTTED PVC CONNECTOR PIPE (METAL COLLAR REINFORCED) ` 18 OZ, NYLON REINFORCED PLACE THE END POST PVC FABRIC OF THE SECOND FENCE (300 PSI TEST) �- INSIDE THE END POST �- -� OF THE FIRST FENCET ROTATE BOTH POSTS AT �- LEAST 1 DEGREES IN A CLOCKWISE DIRECTION TO CREATE A TIGHT SEAL WITH THE FABRIC MATERIAL RAIL IPAvr._ $OD DIRECTION OF RUNOFF WATERS ° 3 I DRIVE BOTH POSTS ABOUT SOD 10 INCHES INTO THE GROUND AND BURY FLAP PLAN -POST -'� RECOMMENDED SILT FENCE ATTACHMENT DETAIL ILTA ELEVATION BARRIER FOR PAVED DITCH \ EDGE OF SHOULDER, GRADE VARIES WOVEN FILTER FABRIC IN ABSENCE OF A - - -- ESTABLISHED GRASS (APPROX. 12' X 12'). OQ� SECURE EDGES BY ENTRENCHING AND 1 c�. EXTEND UNDER BAGS AND BALES. FABRIC I SAND BAGS- SHALL MEET THE REQUIREMENTS OF z SECTION 985 OF THE STANDARD 0% GRADE, LENGTH VARIES l -1= I-•--.-i -� 5' MIN. ,I': SPECIFICATIONS. SEE BELOW FOR �.:... PROTECTION AT TOE OF SLOPE 4_--__I_�-1----�- 10 SECTION AA ' _. `-� PLAN NOTE: eLa WHERE THE SLOPE LENGTH EXCEEDS 25 FEET, � % -�"'-- RAIL pOST CONSTRUCT ONE ROW OF BALE BARRIERS AT Oq A L- TOE OF SLOPE -k` OR DITCH BOTTOM, GRADE VARIES - _ �((I a� -� 1' MIN. LONGITUDINAL GRADE MIDWAY UP THE SLOPE. CONSTRUCT TWO ROWS OF BALE BARRIERS WHERE C 1' MIN. RECOMMENDED THE SLOPE LENGTH EXCEEDS 50 FEET ELEVATION RECOMMENDED ANCHOR TOP BALES TO LOWER BALES WITH 2 STAKES PER BALE ALONG FILL SLOPE ELEVATION ELEVATION o TYPE II TYPE 1 LL 50' ON BUNPAVED ARRIE S FOR DITCHES CENTERS (TYP.) !! AS REQUIRED N - FLOW I III i PLAN PLAN NATURAL GROUND �/� OVERLAP ENDS M s lfy S7 -`•:)- ` � ; __ 1M6IN �.- �, FILL SLOPE FILL SLOPE ELEVATION ELEVA110N TO BE USED WHERE THE NATURAL GROUND TO BE USED WHERE THE NATURAL GROUND SLOPES TOWARD THE TOE OF SLOPE AT TOE OF SLOPE BARRIERS FOR SLOPES AWAY FROM THE TOE OF SLOPE FILL SLOPES NOTES FOR BAILED HAY OR STRAW SAMERS 1. TYPE I AND II BARRIERS SHOULD BE SPACED IN ACCORDANCE WITH SPACING CHART. 2. HAY BALES SHALL BE TRENCHED 3" TO 4" AND ANCHORED WITH 2 - i" X 2" (OR 1" DIA.) 4' WOOD STAKES. STAKES OF OTHER MATERIAL OR SHAPE PROVIDING EQUIVALENT STRENGTH MAY BE USED IF APPROVED BY THE ENGINEER, STAKES OTHER THAN WOOD SHALL BE REMOVED UPON COMPLETION OF THE PROJECT. 3. RAILS AND POSTS SHALL BE 2" x 4" WOOD. OTHER MATERIALS PROVIDING EQUIVALENT STRENGTH MAY BE USED IF APPROVED BY THE ENGINEER, 4. ADJACENT BALES SHALL BE BUTTED FIRMLY TOGETHER. UNAVOIDABLE GAPS SHALL BE PLUGGED WITH HAY OR STRAW TO PREVENT SILT FROM PASSING, 5. WHERE USED IN CONJUNCTION WITH SILT FENCE, HAY BALES SHALL BE PLACED ON THE UPSTREAM SIDE OF THE FENCE. BARRIERS LAYOUT DETAIL NOT TO SCALE SUPPLY WHEELS o A W0 0- Z cn X W LOL4 CROSS-SECTION OF A PROPERLY INSTALLED STRAW BALE INSTALLATION OF STRAW BALES N.T.S. VINYL SHEATHED EAW STEEL CABLE (9800 LBS, BREAKING STRENGTH) WITH GALVANIZED CONNECTORS (TOOL FREE DISCONNECT) CLOSED CELL SOLID PLASTIC FOAM POLYPRO ROPE CLOSED CELL SOLID PLASTIC FOAM (600 LB. BREAKING FLOTATION (6" DIA. EQUIV.) (12 LBS. FLOTATION (B" DIA. EQUIV.) (17 LBS. STRENGTH) PER FT. BUOYANCY) PER FT. BUOYANCY) `- lLE Dt STRESS PLATECCHAIN GALVANIZED GALVANIZED _CHAIN (1 18 OZ. NYLON REINFORCED J TYPE I p2 PVC FABRIC (300 PSI TEST) � WITH LACING GROMMETS -��_ D1=5' STD. (SINGLE PANEL FOR DEPTHS 5' OR LESS). D2=5' STD. (ADDITIONAL PANEL FOR DEPTHS > 5'). CURTAIN TO REACH BOTTOM UP TO DEPTHS OF 10 FEET. 3 2 i i i I I I I -= - _. i NOTE: SPACINGS SHOWN IN THIS CHART ARE BASED ON HAVING THE GROUND LINE AT THE UPSTREAM BARRIER AT THE SAME ELEVATION AS THE OVERFLOW OF THE DOWNSTREAM BARRIER AS SHOWN ABOVE. SPACINGS SHOULD BE ADJUSTED BASED ON ACTUAL SITE PERFORMANCE. I i 50 100 150 200 250 300 350 400 SPACING (IN FEET) CHART 1 RECOMMENDED SPACING FOR BALED HAY BARRIERS AND TYPE III SILT FENCE PROPOSED TOE --OF SLOPE I I o .�j{0_---')Xi Itts .i ) CAUSEWAY -SHORE LINE I'S'IP' _ 1100'i. F""SYP , •I• CURRENT - -STRUCTURE ALIGNMENT N. T. S. LEGEND • PILE LOCATIONS DREDGE OR FILL AREA MOORING BUOY W/ANCHOR ANCHOR BARRIER MOVERMENT DUE TO CURRENT ACTION s _. 9�F _ D���F� SHORE LINE =-LIMITS OF CONST LIMITS OF CONST. SHORE LINE �._-TURBIDITY., I BARRIERS NOTES: 1. 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. 3. DEPLOYMENT OF BARRIER AROUND PILE LOCATIONS MAY VARY TO ACCOMMODATE CONSTRUCTION OPERATIONS. 4. NAVIGATION MAY REQUIRE SEGMENTING BARRIER DURING CONSTRUCTION OPERATIONS. NOTE: 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 TYPE(S) WILL BE AT THE CONTRACTORS OPTION UNLESS OTHERWISE SPECIFIED IN THE PLANS. POSTS IN STAKED TURBIDITY BARRIERS TO BE INSTALLED IN VERTICAL POSITION UNLESS OTHERWISE DIRECTED BY THE ENGINEER, TURBIDITY BARRIER APPLICATIONS _POST (OPTIONS: 2" X 4" OR ILLS 2j" MIN. DIA. WOOD; STEEL 1.33 LBS/FT. MIN.) LIMITS OF CONSTRUCTIO TWO(2) PANELS TO BE USED FOR DEPTHS GREATER THAN 18 OZ. NYLON REINFORCED j' SOD -- <! PVC FABRIC (300 PSI TEST) ___._____.._... _. i ;i _..__.._ ___ 10 FEET UNLESS SPECIAL DEPTH CURTAINS SPECIFICALLY CALLED SILT BARRIER FOR IN THE PLANS OR AS DETERMINED BY THE ENGINEER, j i _ NOTICE: COMPONENTS OF TYPES I AND 11 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. PLAN N.T.S. 5' OR 3- j MORE 50' MAX i 50' MAX. 1 - -- LMIN } -- --- - F 4- STAKED TURBIDITY BARRIER -= - =- 8.T.8 _ _ SOD DITCH BOTTO INLETMEDIAN DITCH DIVERSION RIDGE REQUIRED -- - }--10 �TYP � -- - - WHERE GRADE EXCEEDS 2% -- - - - - T - (�- --r- - - SILT BARRIER 50 MAX. 50 MAX. DITCH -- - - ER ExlSr -\ 2% OR � CROSS DRAIN:t �IEDROADWA 50' MAX. SILT BARRIER FILTER FABRIC k i ENDWAL SECTION 'A -A' - - 50' MAX. N.T.S. -- SOD NOTE: LIMITS OF CONSTRUCTION USE SANDBAGS, STRAW BALES OR OTHER APPROVED METHODS TO CHANNELIZE RUNOFF TO BASIN AS REQUIRED, Z N NOTE: 1. THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION 2. WHEN NECESSARY, WHEELS SHALL BE CLEANED THAT WILL PREVENT TRACKING OR FLOWING OF SEDIMENT PRIOR TO ENTRANCE ONTO PUBLIC RIGHT-OF-WAY, ONTO PUBLIC RIGHTS -OF -WAY, THIS MAY REQUIRE TOP 3. WHEN WASHING IS REQUIRED, IT SHALL BE DONE DRESSING, REPAIR AND/OR CLEANOUT OFANY MEASURES ON AN AREA STABLIZED WITH CRUSHED STONE THAT USED TO TRAP SEDIMENT. DRAINS INTO AN APPROVED SEDIMENT TRAP OR SEDIMENT BASIN, GENERAL NOTES TEMPORARY ACCESS ROADS AND PARKIN AREAS: 1, TEMPORARY ROADS SHALL FOLLOW THE CONTOUR OF THE NATURAL TERRAIN TO THE EXTENT POSSIBLE. SLOPES SHOULD NOT EXCEED 10 PERCENT. 2. TEMPORARY PARKING AREAS SHOULD BE LOCATED ON NATURALLY FLAT AREAS TO MINIMIZE GRADING, GRADES SHOULD BE SUFFICIENT TO PROVIDE DRAINAGE BUT SHOULD NOT EXCEED 4 PERCENT. 3. ROADBEDS SHALL BE AT LEAST 14 FEET (5.5 m) WIDE FOR ONE-WAY TRAFFIC AND 20 FEET (8 m) WIDE FOR TWO-WAY TRAFFIC, 4. ALL CUTS AND FILLS SHALL HAVE SIDE SLOPES THAT ARE STABLE FOR THE PARTICULAR SOIL. SLOPES OF 2:1 OR FLATTER ARE RECOMMENDED FOR CLAY SOILS, AND SLOPES OF 3:1 OR FLATTER ARE RECOMMENDED FOR SANDY SOILS. 5. STORMWATER SYSTEM SHALL BE PROVIDED AS NEEDED AND SHALL BE DESIGNED AND CONSTRUCTED ACCORDING TO APLICABLE REGULATIONS. 6, THE ROADBED OR PARKING SURFACE SHALL BE CLEARED OF ALL VEGETATION, ROOTS, AND OTHER OBJECTIONABLE MATERIAL, 7. A 6 INCH (15 cm) COURSE OF FOOT NO. 1 AGGREGATE SHALL BE APPLIED IMMEDIATELY AFTER GRADING OR THE COMPLETION OF UTILITY INSTALLATION WITHIN THE RIGHT-OF-WAY. FILTER FABRIC MAY BE APPLIED TO THE ROADBED FOR ADDITIONAL STABILITY ACCORDING TO THE FABRIC MANUFACTURER'S SPECIFICATIONS. TEMPORARY GRAVEL CONSTRUCTION ENTRANCE N.T.S, A A A A vi j e_ In Z 0 In > w O N 0 . :3N_ co >� Q c 0c�E M O 6 Co O�� 0) N 3 � Cry p 11 m MILL - co E co co 2 U 0- 6 J `- N O 2 (p co tom. Ll. ]::E c N U EB`7318 LB6680 LCO337 W LLW LZDF IVIDS CL 50-66005 IC' SWPPP-3 APPROVED : MafFC�ST HLI z p/% 67 - FLA. REGISTRATION NO.52781 DATE : Z--,04 8/16/05 .,67 RENAISSANCE PLANNING GROUP t „t,. A Ofydo't00' o- August 4, 2005 r. Russ Wagner, AICP Community Development Director City of Ocoee 150 North Lakeshore Drive Ocoee, FL 34761 Subject: Traffic Signal Warrant Analysis — Maguire Road and Wesmere Parkway intersection Rear Mr. Wagner, Residents currently experiencing delays when exiting their community onto Maguire Road initiated the need for a traffic signal warrant analysis to assess conditions at the intersection of Wesmere Parkway onto Maguire Road. With the proposed townhouse development on the Wesmere Property on the east side of Maguire Road opposite from Wesmere Parkway, there is a concern that the operating condition at this intersection will become worse. Renaissance Planning Croup conducted a traffic signal warrant analysis in accordance with the procedures described in the Manual on Uniform Traffic Control Devices, 2003 Edition. Based on this analysis, we concluded that a traffic signal is not warranted at this time. Of the eight; possible warrants, only the peak -hour volume warrant was met. However, because the new development ill include an elementary school, the intersection should meet the school warrant once the school is built. The following paragraphs and the attach dap endix document the study procedures and data used to snake this determination, STUDY CON —TEXT The intersection of Wesmere Parkway and Maguire Road is a three-way intersection with stop control for eastbound traffic on Wesmere Parkway, which can turn either left or right onto Maguire Road. Wesmere Parkway is used to access a gated residential community. With the development of the Wesmere Property, the intersection will become a four-way intersection with the extended portion of Wesmere Parkway serving as one of two entrances to the new, gated townhouse community. The study area and location of the intersection is shown in Figure 1. Adjacent Land Uses The Wesmere Parkway and Maguire Road intersection is immediately surrounded by existing or future residential uses. Single family housing is located to the west of the intersection with both single and multifamily housing to the east. Existing commercial development is located further to the south with commercial development and a school proposed further to the north. The majority of traffic in this area is connecting the residential communities to the south to the major transportation connections to the north, including SR 50, Florida's Turnpike, the East-West Expressway, and the Western Beltway. Page r of 5 Arww,ciliestic,twok.coti,� w a w' # w• # # w ♦a o # w! 'saw w^ • • # a • ^a w _ w, _ - - •• ! a • - w_a w _ • waw -w; _ _ �^ !w- #- as a+. ! w.: _..... a a" ! www_w ;._ _ ,... " •#:^: +. # w w: e^ a".. • RENAISSANCE PLANNING GROUP residents and guests through a gated entrance. One additional exiting lane will allow for exclusive right -turn, thru, and left -turn lams. WARRANT ANALYSIS Renaissance applied the procedures described in the Manual on Uniform Traffic Control Devices IMUTCD), 2003 Edition for this analysis. Table 1, below, summarizes the 'results :of the warrant analysis from Section 4C.01 of the MTCD. The full technical analysis is located 1n the appendix. A traffic signal should not be installed unless one or more of the warrants are met, although there is no requirement to install a traffic signal unless the analysis is compelling enough to warrant one. Eight -hour turning movement counts were collected on Thursday, .tune 16, 2005, and an AM delay study was performed on Thursday, June 23, 2005. To account for seasonalissues that may affect trip -making (eg., school being out of session), countywide adjustment factors from the Florida Department of Transportation (FDOT) were applied to the data (0.95 axle factor, 1.02 seasonal factor): o project traffic conditions in 2006 to account for the build -out -of the Wesmere Property, :the growth factors published in the Wesmere Property Traffic Study were applied to the existing traffic (110.1 percent for Maguire Road, 10.0 percent for Wesmere Parkway). The reserved traffic (trips committed for other projects in the area) and Wesmere Property traffic was added to the projected 2006 traffic volume, in order to get a full picture of the traffic conditions In 2006. The warrants assess the minor street a roach with the hi her volume. In 2006, the eastbound Wesmere Parkway approach is projected to carry a higher volume than the westbound Wesmere Property approach, ` Therefore, the eastbound Wesmere Parkway approach was used in the analysis; Table 1;-- Warrant Summary Table, Standard Analysis �I �I .:.:. II� II VII ur volumeMajor W volume• s but . a. volume do 's not meef the w"for - s • r. s. III Iu, I I I Four-hour I� III volume II I �4 • • w • w : w ♦ a : ar. . _ I�I�IAhl�llo of III _ Both major .. minor streetvolumes . . during the morning pe .. 0. Pedestrian volume Low pedestrian volume does not meet the worrant. School crossing There is no ..immediate i Page 3of MJURWiLm� Ww" ROUP ,tndo, Ror,,'cfa 32801 41()7_487-0061 - fox� V 7­187-00',"�8 a! i The signal is not necessary for coordinating pr gr f ic movement. Crash exIII perience �"cjdway network RECOMM-ENDATIONS Based on the MUTCD analysis, a traffic signal is not warranted at this time. Of the eight possible warrants, only the peak -hour volume warrant was met. Outside of the morning peak hour, the minor street volume on Wesmere Parkway is too low to warrant a signal. Pedestrian volume, crash experience, and other factors fall short of suggesting that a signal is warranted. Because many of the conditions in the study area caused the analysis to fall just under the threshold for warranting a signal, the city should continue to monitor the area. Ultimately, the need for a signal relies on the volume of traffic on the minor street (eastbound Wesmere Parkway west of Maguire). Because the neighborhoods in this area that would use Wesmere Parkway are largely built -out, the overall traffic volume is not likely to change. Therefore, the city may want to consider the following options to alleviate the eastbound Wesmere Parkway delay during the morning peak hour. These options are as follows: I . Install a traffic signal that fully operates during the morning peak. During the remainder of the day, the signal would flash yellow for Maguire Road traffic and flash red for Wesmere Parkway traffic. This kind of signal should be well -signed in order to alert drivers to the changing traffic patterns during the day. 2. Do not install a traffic signal. This intersection should continue to be monitored in the future. The city should consider updating this analysis in the fall by conducting turning movement counts when school is in session, as a way of verifying the accurate use of the seasonal factor. 3. Install a traffic signal that is fully operational at all times. The Wesmere Property development includes land for an elementary school. Because an elementary school at this Page �l of 5 "a?, oflo>c..x3, El;o' d ...x 801 407,4, 7w0,.61 - d,ix, Ft". location will serve students on the east and west sides of Maguire Road, this location should become the school crossing. Designating this intersection as a school crossing will increase safety at the intersection of Maguire and Tomyn, which will become the school bus access road. With the conversion of the intersection from a three-legged to a four -legged intersection, the number conflicting movements will increase, which will change the overall traffic patterns at this intersection. A traffic signal will have a significant impact on safety at this location, particularly when the school opens and it becomes a school crossing, The new and existing developments should share the cost of the traffic signal bossed on their traffic contributions to the intersection. Options #1 and #3 will require that the developer for the Villages of Wesmere and the existing Wesmere development share the cost for the traffic signal installation. The following section explains the traffic splits at the intersection to come up with the fair share for the installation of traffic signal; • Based on the projected traffic at the intersection of Maguire Road and Wesmere Parkway, 274 trips will be either exiting or entering the two developments during PM Peak Hour. • Of the 24 trips, 57 trips (roughly 21 percent of the minor street traffic) will be either exiting or entering the Villages of Wesmere development • Based on the overall benefits, the signal cost can be split between the'two developments with the following ratio: 9 percent to the existing Wesmere development and • 21 percent to the Villages of Wesmere It should be noted that the ity's design standards require black mast arm style traffic signals. In addition, any, signal that is installed should be fully actuated with significant delay for traffic entering Maguire Road, Thank you for the opportunity to conduct this analysis. Please feel free to call if you have any questions. Sincerely, Julie C. Salvo, AICP Senior Planner RenaissancePlanning Group \\Snopl \SHAREI \Projects\Ocoee\Reviews\Wes€Here\warrantAnalysis\WorrantMemo2.doc cac rr 5 of 5 ww<w.6hesthatwork.con'l, Form 750-020-01. TRAFFIC ENGINEERING - 07/99 TRAFFIC SIGNAL WARRANT SUMMARY Page t of 6', City: Ocoee Engineer: Jared Ulmer County: Orange Date: June 21, 200 Major Street: Maguire Road Lanes.. 4 critical Approach Speed: 45 Minor Street: eere Parkway Lanes: 2 Volume Level Criteria 1. Is the critical speed of major street traffic > 70 km/h (40 mph) ? 0 Yes ❑ No . is the intersection in a built-up area of isolated community of <10,000 population? ❑ Yes [M No If Question 1 or 2 above is answered "Yes", then use 70%" volume level ® 70% 0 100% WARRANT 1 - VE IC' V L.0 E Applicable: Yes ❑ No —EIGHT-HOUR Warrant 9 is satisfied if Condition A or Condition B is '°t00%" satisfied. Satisfied: ❑ Yes ® No Warrant is also satisfied if both Condition A and Condition B are 1180%" satisfied. Condition A - Minimum Vehicular Volume 70% Satisfied: ❑ Yes 0 No 80% Satisfied: 0 Yes 21 No ', Eight'Ni hest Hours.: Minimum Requirements (volumes in veh/hr) ; (0° Shown In rackets) EE E E cc cE, Approach Lanes 1 2 or more Volume Level 1001% 70% 100010 0010 dca r r ai i dal = ' 16' 16; Both Approaches 500 350' 600 420 1,471 ,001 1,1 1,839 1869 2,43 2,33 ,306 on Major Street (400) (4 0) Highest Approach 150 105 200 140 90 137 76 50 58 51 52 50 on Minor Street {120} {160} Record 8 highest hours and the corresponding volumes to tloxes provided. Condition is 900 o sans led if the minimum volumes are met for eight hours. Condition is 80% satisfied if parenthetical volumes are met for eight hours. Condition B - Interruption of Continuous Traffic Applicable: E] Yes ❑ No Condition B is intended for application where the traffic volume is Excessive Delay: (91 Yes ❑ No so heavy that traffic on the minor street suffers excessive delay. 70% Satisfied: ❑ Yes [M No 80% Satisfied: ❑ Yes El No Eight Highest Hours Minimum Requirements E E E E E E E volumes in v h/hr ( } (80% Shown in rackets) E E E E m E E co ca o ra ci a ra cs Approach `Lanes 1 2 or mare ca c> r> r7 c� c r� ra ca m ra o ra rx r? c c M c�°?' ra ra ra c> 0 r? ra Volume Level 100% 70°la 100% 70010 eti r: r dci -a° •- r dnr v ` ui tin cif Bath Approaches 750 525 900 630 ' 1,471 2,001 1,819 1,839 1,869 2243 2,38 2,306 on Major Street (600) (720) Highest Approach 75 53 100 70 90 137 76 50 58 51 52 50 on Minor Street (60) (80) Record 8 highest hours and the corresponding volumes in boxes provided. Condition is 100% satin red if the minimum volumes are met for eight hours. Condition is 80% satisfied if parenthetical volumes are met for eight hours. Source: Revised from NCHRP Report 457 Form 750-020-01 TRAFFIC. ENGINEERING • 07/99 Page 3 of 6TRAFFIC SIGNAL WARRANT SUMMARY City: Ocoee Engineer: Jared Ulmer County: Orange Late: June 21, 2006 Major Street: Maguire Road Lanes: 4 Critical Approach Speed: 45 Minor Street; Wesmere Parkway Lanes: 2 Volume Level Criteria 1. Is the critical speed of major street traffic > 70 km/h (40 mph) ? ® Yea ❑ No . Is the intersection in a built-up area of isolated community of <10,000 population? ❑ Yes ® No If Question 1 or 2 above is answered "Yes", then use "70°/L,'° volume level ® 70% ❑ 100% WARRANT 2- F VEHICULAR VOLUME Applicable: ® Yes ❑ No if all four paints Fie above the appropriate tine, then the warrant is satisfied. Satisfied: ❑ Yes ® No Plot four volume combinations on the applicable figure below. FIGURE 4C-1: Criteria for "1 %" Volume Level 700 T_ T — 600 _ > I 2OR MORE LANES &2OR MORE 4 ES 500 lz — h B —� _ a 400 — —� to 2 OR MORE LANES & i LANE i 0300 1 LANE & 1 LANE > 200 t9 *ifs 100 _ Four VolumesII0 Highest Majar Minor - o - Hours ' 'Street Street 300 400 500 600 700 800 900 lo00 1100 1200 1300 1400 6;30am 1,471 90 MAJOR STREET . TOTAL OF BOTH APPROACHES . VPH 7:30am 7:30am Note: 115 vph applies as the lower threshold volume for a minor street approach with two or more lanes and ,Oii1 7 80 vph applies as the lower threshold volume threshold for a mirror street approach with one lane. 8:30am 8:30am 1,19 76 9:30am 1:0m 1,869 68 9:30nm Source: Revised from NCHRP Report 457 FIGURE 4-2: Criteria fp (Community Less than 10,000 population or Volume Level km/hr (40 mph) on Major Street) 0 200 300 400 500 600 700 Boo 900 1000 MAJOR STREET • TOTAL OF BOTH APPROACHES . VPH * Note: 80 vph applies as the lower threshold volume for a minor street approach with two or more lanes and 60 vph applies as the lower threshold volume threshold for a minor street approach with one lane. 111 Form 750-020-01. TRAFFIC ENGINEERING - 07199 Page 4 of 6 TRAFFIC SIGNAL WARRANT SUMMARY City: Ocoee Engineer: Jared Ulmer County: Orange hate: June 21, 2005 Major Street. Maguire Road Lanes: 4 Critical Approach Speed: 45 Minor Street: esr ere Par a Lanes: 2 Volume Level Criteria 1. Is the critical speed of major street traffic > 70 km/h (40 mph) ? IXI Yes ❑ No 2. Is the intersection in a built-up area of isolated community of <10,000 population? ❑ Yes ® No If Question 1 or 2 above is answered "Yes", then use " 70%" volume level IN] 70% ❑ 100% WARRANT 3 _ PEAKHOUR Applicable: ® Yes ❑ No If all three criteria are fultrilted or the plotted point lies above the appropriate line, Satisfied: 0 Yes ❑ No then the warrant is satisfed. Plot volume combination on the applicable figure below: Unusual conwarrant: justifying.: use warrant. � FIGURE 4C-3: Criteria for "100%" Volume Level 60a —��� 2 OR MORE LANES &'2 OR MORE LANES 500 Record hour when criteria are fulfilled 400 and the corresponding delay or volume w f z OR MORE LANEs,& 1 LANE in boxes provided. 300 uJ ! 1 LANE & 11LANE ea our 200 16a "i 00 Critera100 �_i a 1. Delay on Minor Approach 400 500 600 700 ban 9aa aaa 11oa 12aa lace leas i5oa 16ao 17aa lsao *(vehicle -hours) MAJOR STREET a TOTAL OF BOTH APPROACHES - VPH ApU anes 1 2 Dria* 4.0 5.0 *Note: 150 vph applies as the lower threshold volume for a minor street approach with two armors tones end n , 100 vph applies as the lower threshold volume threshold for a minor street approach with one lane. 600 400 W 0 sea W 5w 92 200 313 0 x 100 0 aL ________ 300 400 500 Boo 700 800 900 1000 1100 1200 13' 2000 MAJOR STREET - TOTAL OF BOTH APPROACHES - VPH *Nate: 100 vph applies as the lower threshold volume for a minor street approach with two or more lanes and 75 vph applies as the lower threshold volume threshold for minor street approach with one lane. Source: Revised from NCHRP Report 457 Form 750-020-01 TRAFFIC ENGINEERING - 07199 TRAFFIC SIGNAL WARRANT SUMMARY Page 5 of 6 City: Ocoee County: Orange Engineer: JIII ared Ulmer Date: June 21, 2006 Major Street: Maguire Road Lanes: 4 Critical Approach Speed: 46 Minor Street: Wesmere Parkway Lanes: 2 WARRANT 4 - PEDESTRIAN VOLUME Applicable: 0 Yes 0 No Record hours where criteria are fulfilled and the corresponding volume or gap Satisfied: 0 Yes 0 No frequency in the boxes provided. The warrant is satisfied if condition I or 2 is fulfilled and condition 3 is fulfilled. Pedestrian Pedestrian I Fulfilled? Criteria Hour Volume Gaps J Yes No J 1. Pedestrian volume crossing the major street is 11:30am-12:30pm 3 100 ped/hr or more for each of any four hours 12:30prn-1:30prn 1 Rl and there are less than 60 gaps per hour in the 3:30pm-4:30pm 4 major street traffic stream of adequate length. 4:30pm-5:30pm 3 2. Pedestrian volume crossing the major street is 190 ped/hr or more for any one hour and there 3:30pm-4:30pm 4 are less than 60 gaps per hour in the major street traffic stream of adequate length, 1 The nearest traffic signal along the major street is located more than 90 m (300 ft) away, or the nearest signal is within 90 m (300 ft) but the proposed traffic signal will not restrict the progressive movement of traffic. WARRANT 5 - SCHOOL CROSSING Applicable: 0 Yes rx1 No Record hours where criteria are fulfilled and the corresponding volume or gap Satisfied: 0 Yes 0 No frequency in the boxes provided. The warrant is satisfied if all three of the criteria are fulfilled. Fulfilled? Criteria I Yes No 1. There are a minimum of 20 students crossing the major street Students: Hour: during the highest crossing hour. 1 2. There are fewer adequate gaps in the major street traffic stream during the period Minutes: when the children are using the crossing than the number of minutes in the same period. 3. The nearest traffic signal along the major street is located more than 90 m (300 ft) away, or the nearest signal is within 90 m (300 ft) but the proposed traffic signal will not restrict the progressive movement of traffic. WARRANT 6 - COORDINATED SIGNAL SYSTEM, Applicable: 0 Yes 0 No Indicate if the criteria are fulfilled in the boxes provided. The warrant is Satisfied: 0 Yes 0 No satisfied if either criterion is fulfifted- This warrant should not be applied when the resulting signal spacing would be less than 300 in (1, 000 ft), I Fulfilled? I Criteria Yes j No 1. On a one-way street or a street that has traffic predominately in one direction, the adjacent signals are so far apart that they do not provide the necessary degree of vehicle platooning. 2. On a two-way street, adjacent signals do not provide the necessary degree of platooning, and the proposed and adjacent signals will collectively provide a progressive operation. F Source: Revised from NCHRP Report 457 Farm 750-020-01 TRAFFIC ENGINEERING- 07//99 TRAFFIC SIGNAL WARRANT SUMMARY Page 6 of 6 City: Ocoee Engineer: Jared Ulmer County: Orange Date: June 21, 2006 Major Street: Mliaaulre Road Lanes Critical Approach Speed: 4 Minor Street: Wesmere Pat",a Danes: 2 WARRANT 7 - CRASH [ C Applicable: ® Yes ® No Record hours where criteria are fulfilled, the corresponding volume, and other Satisfied: ® Yes ® No information in the boxes provided. The warrant is satisfied if all three of the criteria are fulfilled. Met? Fulfilled? Criteria Hour Volume Yes No yes o 1. One of the Warrant 1, Condition A (80% satisfied} x warrants- Warrant 1 ° » ti �� ����,� .`©'?°�X to the right is met. a Q k3 Measure If I I G . II II 11 tried:none ish Applicable: ® Yes ® No Satisfied: ® Yes ® No IR KQMg VolumeFYT- INN 1 7 a i ��4M��M�Y a #« '��������■ # # volume at least Of x # :# x business #.: ! 2. Rural or suburban highway outside of, entering, or traversing a �C(ty. 3�� Appears asajoajor route on an official plan. i Ajayor S. Scott Vandergrift City qggr Robert Frank Centey of Good ICommissioners r` Gary Hood, District I y Scott Anderson, District ; I i c a a on, district 3 Nancy J. Parker, District TO: Carolyn Alexander, Development ReView�Coordinator FROM. Catherine Armstrong, Plahning�anoger VillagesSUBJECT: FSP - The of • • i, jal'TTI, zuuoTrom i 111U1 .�.. ..:. gyp. . .. ... ._. s'- s•- • •- e- -� Cover Sheet 1, [Modified a eat Comment] In the 3`d site plan s► photometric plan for the site or cut sheets on the lip applicant'that -a and will .e I forwarded for the lights, This is ne( onto a full sized sheii ioVhich fixture head is t e black. Mayor S. Scott Vandergrift City Manager Robert Frank e Village of W Lame �Ionixnissioners Tary I if ffl.. Johnson,Scott Anderson, District 2 Rusty Nancy J. pill IIDistrict1411 y Parker, MT Subdivision Y February , 2006 The following are the results of your fourth submittal for the above referenced project. If you have y questions pertaining to the requested information, please contact our office. 1. (Repeat Comment) Show all utilities shaded back on all hardscae plans. No wall within 10' of pipes in parallel. 2. (Repeat Comment) Show all utilities shaded back on all landscape plans. No trees shall be located on top of any utilities. The star water system is to be owned and maintained by the HOA; however, the City recommends that there be no trees located "within 10' of the stor water pipes for accessibility. 3. (Repeat Comment) Manholes 8 and q need to be wrapped. (Modified) The manholes need to be wrapped with Wrapid Seal Encapsulation System or similar product, not filter fabric. 4. Reference SSOCOF and FS 556 in the second paragraph in the Project Specification Notes on sheet pc=1 5. A signed and sealed boundary survey must be included as part of the plait set. . Show a 10' utility easement around the reuse stub out in the park area on the east side of the property. 7. On sheet H - , relocate the DIP watermain` o be spaced 10' from the wall. The reuse main running parallel should be spaced 5' from the DIP watermain. This will place the reuse main on City property. . On sheet LNP-3, the highrise Live Oak on the east side of the entry is located within 10' from the watermain. . On sheet "L.NP_, the Live Oak on the east side of the sheet within the parking median is located within 10' from the watermain, 10. On sheet LN -11, the three Live Oaks on the east side of the pond is located within 10' from the DIP watermain. City of Ocoee . 150 N"Lakeshore Drive ® Ocoee, Florida 34761 Phone: (407) 905-3100 ® Fax: (407) 65«S5 4 . www.ci.ocoee.fl.us The Villages of Wes ere Townhomes February 2, 2006 Page 2 of 2 11. On sheet LNP-13, the two Live Oaks to the north of building F is located within 10' from the DIP water ai : 12. Add a blow off to the water main at the north end of streets D, G, and I. 13. Remove the Mitered End Section and the Control Structure Detail located on sheet"PGDD- I if they do not apply to the townhd es. 14. Include reference to SSOCOF and F.S. 556 in the second paragraph of the Project Specifications notes on sheet SP-1. Engineering Department Ryan P. Howard E.I. " Staff Engineer ONFOLEY FOLEY & LARDNER LL ATTORNEYS MEMORANDUM CLIENT -MATTER NUMBER 020377-0733 Carolyn Alexander, Planning Department Edward A. Storey 111, Assistant City Attorney February 3, 2006 esmere Tonos Final Subdivision Plan; Project No. L-200-0 (Fourth Round Comments) In connection with the above -referenced project, we have reviewed the following documents; 1: Response letter from Miller Legg dated January 27, 200E and stamped received by the City of Ocoee on January 27, 2006 (the "Response Letter"); and . Final Subdivision Plans for The Villages of Wesmere To homes stamped received by the City of Ocoee on January 27, 2006 (the "Plan"). This memorandum supersedes our previous memoranda dated June 16, 2005, September' 21, 2005 and November 2, 2006. Based on our review of the documents noted above and pursuant to the Land Development Code, we have the following comments: 1. Please revise Sheet 3 to add the following Condition of Approval ("COA"): The property owners association will be responsible for the continued maintenance of all streets and sidewalks in accordance will all ADA requirements that may now or hereinafter be applicable to the project. Please do not hesitate to contact me should you have any questions. cc: Paul E. Rosenthal, Esq., City Attorney OR 401372A ITEM NUMBER V. MISCELLANEOUS Project Status Report February 2006 Calendar O:T & Z\Divider Sheets.doc STATUS OF LAND DEVELOPMENT PROJECTS CURRENTLY UNDER REVIEW 'NO. PE OF DATE SUB- PROJECT NAME PROJECT REVIEWER MITTAL STATUS'. STYUBMITTAL RECEIVED NUMBER ABC Fine Wines G p�ppIUl,� SS-2004-028 Small Scale 09/16/05 CA 1 st Staff comments sent to applicant 09126/05, Fine Wines 8 Spirits 10835 W. Colonial Drive Building Plans 01/18/06 CA 1st New Retail Center DENIED 0126/O6. Affordable Dentures Building Plans 12/07/05 CA let Wall Sign DENIED 12/13/05 AmSouth Bank SS-2D04-025 Small Scale 10/15/04 CA 2nd Staff comments sent {o app'wn l l/18/D4. Arden Park RZ-04-O8-01 R�zon`ng _ 11/14/05 CA _ 3rd Staff comments sent to applicant 01/30/06. BP Retail Facility SmaJ( kale Site _ _ WM28 SS-20g4019 Plan 07/07105 CA 51h Sent approval plans to applicant 12113105. BP Retail Facility _ #60028 Plat 05131I05 CA 46r Staff comments due 06122105. Preliminary Chateau Reserve LS-2005-017 Subdivision Plan 12/19/05 CA list Staff comments sent to applicant 02/06/D6. Christian Service Center 300 Franklin Street Building Plans 111O81105 CA 1s1 Fence DENIED 11A9105 Citrus Medical and - -- __. Executive Office Large Scale Site Park LS-99-014 Plan 12105N5 CA 3rd Staff comments sent to applicant 1/17l06. Choir Medical Center - 3490 Old Winter Garden Road LS-99-014 Plat 12i11115/05 CA 4th Staff comments due 1227/05.APPROVED 01/09/06 Citrus Oaks Office Small Scale Site Center SS-2003-003 Plan 11/17M5 CA 7yJ Staff comments due 12/19/05. APPROVED 12/30/06. Hardscape S Crestwood Landscape Heights LS-04-016 Plans 11Il CA 1st Staff comments sent to applicant 12102105.APPROVED 1221/05. Crestwood Heights 1540 Bentridge Street Buildinq Plans 11/03005 CA let Subdivision Wall DENIED 12/03/05 Current Project Status/Review 2/8/2006 1 Of 15 STATUS OF LAND DEVELOPMENT PROJECTS CURRENTLY UNDER REVIEW TYPE OF. DATE - SUB• PROJECTNAME PROJECTNO. SUBMITTAL RECEIVE-,�t1UMBER MITTAL STATUS Creekside Preliminary Townhomes LS-04-M Subdivision Plan 02/19/04 CA 1st Staff comments sent to applicant 03124/04. Creekside Townhomes Traffic Study 05/25/04 JS Staff comments sent to Traffic Planning Design 06/28/04. Preliminary Staff comments sent to applicant 4/20/04.Addiitonal letter sent on Crown Enterprises LS-03-004 Subdivision Plan 0326/04 CA 2nd 06107/04. INSUFFICIENT Crown Enterprises Traffic Study 10/01/03 is TrefBc Study - Sent to applicant 10/17/03. Crown Paint _ - Applicant mat with City stab and revised submittal. Staff Townhomes AX-05 W26 Annexation 01/06/06 CA 1 at comments due 02/02/06. Wa—iingToflnalizeagreement Issues on annexation - follow up. City Commission action on annexation agreement. HOLD - Small Scale Pra- OWE MONEY. Have they signed agreement? Paid fees? No Deeper Life Annexation Water until pay fees. Sent letter 6124/04 regarding insufficient Assembly AR-02-08-04 Agreement 0822102 CA 1st plan submittal. Deeper Life Assembly Water Line D9/15/03 CA Staff comments sent to applicant 09115/03. Deeper Life Assembly AX-04-07-20 Annexation 0528/04 CA let Staff comments sent to applicant 09/10/04. Disco Mundo 455 W. Silver Star Road Building Plans 12/12/05 CA tat Wall Sign approved 12/12/05 Dobson's Woods and Water 851 Fence. Waling for letter from applicant. ON HOLD DENIED Maguire Road Building Plans 12/15/-04 CA list 1220/04. Dobson's Woods Small Scale Sile 8 Water, Inc. SS-2005-008 Plan 012" CA 2nd Staff comments due 02117/06. Dobson's Woods _. _ 8 Water 851 Maguire Road Building Plans 01/11/08 CA 1st Monument Sign DENIED 01/18/06 Dr. Aboud 1161 Blackwood Ave VR-1028/05 - 1 Variance 1028I05 CA 1st Staff comments sent to applicant 12101/05. Current Project Status/RevieW 2/8/2008 2 of 15 STATUS OF LAND DEVELOPMENT PROJECTS CURRENTLY UNDER REVIEW SUB. SUB. PROJECT NAME PROJECT NO. TYPE OF DATE REVIEWER STATUS SUBMITTAL RECEIVED NUMBER Dr. John Zargan Small Scale Site Expansion SS-2005-005 Plan 11/07/05 CA 3rd Staff comments sent to applicant 12/14105. Draw Medical _. _.. 9580 W. Colonial Building Plans 11/18/05 CA rNew Commercial Building Drew Medical 9582 W. Colonial Drive Building Plans 01/09/08 CA list Temporary Construction Sign approved 01/101W w/ 1 condition Final Subdivision Ewes Landing_ LS-04O25 Plan 12/05005 CA 3rd Staff comments sent to applicant 02101006. _ Small Scale Site _ Equimaa Buildi% SS-2003O17 Plan 0520104 TG 2nd Staff comments sent to applicant 07/12004. —_ First Steps Day __ _ Care 1 W. Oakland Avenue Building Plans 0921105 CA tat Fence DENIED 0927105 Floors Direct 10885 W. Colonial Drive Building Plans 08/02/05 CA Revision Revision to Fence. DENIED O8/04/05 Abandonment and Vacation of Streets and Foote Property VAC-05-007 Easements _ 08/14/05 TJ list Ataff comments sent to applicard 0721I05. _ ForestBrooke Grading 8 Phase 3 Drainage 011'17/06 CA 2nd Staff comments due 02/03108. Comprehensive Fountains West- Plan Halvorsen CPA-03-01-05 Amendment IX3/1 U05 CA 1st Staff comments sent to applicant 0428/05. Fountains West - Halvorsen Traffic Study CA 1st Staff comments sent to applicant 06/15/05. On HOLD 491 W. Silver Star Road Building Plans._ 01105/06 CA tat Sign APPROVED 01/11/06 God's Factory 485 W. Silver Star Road Building Plans 12/12/05 CA list Wall Sign DENIED 12/12/05 Current Project Status/Review 2/82006 3 of 15 STATUS OF LAND DEVELOPMENT PROJECTS CURRENTLY UNDER REVIEW TYPE OF DATE SUB - PROJECTNAME PROJECT NO. REVIEWER MITTAL STATUS SUBMITTAL RECEIVED NUMBER Jpecial God's 91p 1-05-5E-007 np�p�jyP Gootl Homes peciaf Preschool 1-09-5E-004 -- Fj{A�jpn re lmmary Grace Community Certificate of Church 249-28-04-PCC Concurrency, Grace Community 12/19/05 CA 1st Staff comments due 01120/06. Going to O2/14/O6 P&Z. 09/16/05 CA 2nd Staff comments sent to applicant 09126/05. 01/05/04 Ti 1st Staff comments sent to applicant 02103104.ON HOLD Church @kj!m Plans 04/18/05 Smal(Scale Site Plan & Final Grace Community Certificate of Church ASS-2005-009 Concurrency 0927105 Small Scale Site Groundtek SS-2005-004 Plan 12/14/05 Groundtek of Central Florida 860 Maguire Road Building Plans 09/16/05 Groundtek of Central Florida 860 Maguire Road Building Plans 09/16/05 H&R Block 41 W. Silver Star Road Bujpg Plans 01/05/06 Health Central B i 1l4ing Plans_ 01/30/06 Health Central Parking Lot Modifications 12/10/03 V�,�epaljIspn f%affh�entral Perimeter Loop Small Scale Site Road SS-2001-027 Plan Revision 0721105 Health Central Parking Lot Small Scale Site Eaoansion SS-2004-027 Plan 01/02/06 CA 1st New Church Building DENIED 11/18/05 CA 2nd � taff comments sent to applicant 11115/05. CA 2nd Staff comments sent to applicant 02/02/06. CA 1st Fence. DENIED 0921/05 CA 1st p$eydnestallfSSiig$n DEE/NJIIE�QD§0921/05 CA lst CA-- - - 1st - Ste' LtRtirf( �E(�(EiJon 1131/06 CA 1st Staff comments due 01116104.ON HOLD CA 2nd Staff comments sent to applicant 08104/05.APPROVED 09/12/05. CA 2nd Staff comments due 02110/06. Current Project Status/Review 2182006 4 of 15 STATUS OF LAND DEVELOPMENT PROJECTS CURRENTLY UNDER REVIEW TYPE OF DATE SUB. TNAME PROJECT NO. REVIEWER MITTAL STATUS SUBMITTAL RECEIVED NUMBER House Blend 10730 W. Colonial Drive ��l Plans 11/18/05 Hudson @ Ocoee i.a A Ca�¢dAS Scale Furniture Store Preliminary Site Expansion LS-2004-022 Plan 11/18/05 Final Subdivision Ingram Estates LS-2005-001 Plan 01/19/06 Ingram Estates Traffic Study 06/17/04 Final Subdivision Ti Trials LS-2005-009 Plan 10/24/05 Beech Center 1820 A.D. Mims CA 1st Landscaping/Pavers/Fence CA 5TH Staff comments sent to applicant 12/29/05. CA 4th Stafff�mmen��$g due 02116/06. JS 2nd Staffcommeds due 8112104. CA 3rd Staff comments sent to applicant 12115/05. Road Building Plans 01/05/06 CA 1st Soccer Field Lighting DENIED 01/11/05 -- Revised Entry ---- Landscaping n0q Manor LS-2001-004 Plans CA 1st Staff comments sent to applicant 0321106. Zn ens1 glon Manor 1415 Whitefrar Drive LS-2001-004 Building Plans_ 0921/05 CA list /Community Building DENIED 0924/05 Building Pad Kensington Manor Elevation CA list ,Staff comments sent to applicant 0926/05. Lot 65 Pool 8 Kensington Manor LS-2001-004 Cabana 04/20I05 CA 3rd Staff comments due 04129/05. Recreation she _ Kensington Man" LS-2001-004 Plan 11/04/05 CA Quick Staff comments sent to applicant 11/15/05. Key Isle- Phase II LS-2005-015 Final Site Plan 1120/05 CA 1st Staff comments sent to applicant 0124/06. Labor Finders 129 W. McKay Street Building Plans 12/19/05 CA 1st Parking Lot Current Project Status/Review 2/82006 5 of 15 STATUS OF LAND DEVELOPMENT PROJECTS CURRENTLY UNDER REVIEW PROJECT NAME PROJECT NO. TYPE OF DATE SUB - SUBMITTAL RECEIVED REVIEWER MITTAL STATUS NUMBER Labor Finders 129 W. McKay Street Building Plans 01/09/06 CA 1st Sign APPROVED 01/10/06 Lake Bennet Medical Centre - Final Certificate Building 3 _ _ _ of Concumancy 05/14/04 TJ PER RUSS, HOLD UNTIL PROJECT IS APPROVED. Lake Bennet Medical Centre - 1120 Kelton Avenue Building Plans _ 09/0em _ CA _ let _ shell of building_ Preliminary Lakewood Estates LS-2005-002 Subdivision Plan 10/27/05 CA 4th Staff comments due 1123/05. Lanham Small Scale Site Wholesale SS-2006-001 Plan 1227/05 CA let Staff comments due 0126106. Larry's Barber Shop 437 W. Silver Star Road Building Plans 12112105 CA 1st Wall Sign APPROVED 1221105 Terry James met with Mr. Leem on 0929/03. Waiting for -applicant Learn Annexation AX-03-09-01 Annexation D9/05/03 Ti 1st to submit required information. Living Waters Church 495 W. Silver Star Road Building Plans 12/12/05 CA 1st Wall Sign DENIED 12112105. Living Waters Special Church 05-05-SE-ON Exception 0 V 16/05 CA 3rd Staff comments due 1220=. Going to 02/14/06 PBZ. Traffic issues meeting. Comments sent to applicant 11/19/02. Received letter from Hal Cantor. Steve Dill back up material in Magnolia Ridge, Preliminary project cubby. Discussed at City Attorney Day on September 4, Phase 1, 2 & 3 LS-2001-003 Subdivision Plan 06/02/02 CA 2nd 2003.Scheduled for 05/12/04 City Attorney Day. ON HOLD Preliminary Certificate of Maguire Crossing Conctmency, TJ PER RUSS, HOLD UNTIL PROJECT IS APPROVED. _ Maguire Crossing--- _0429104 2722 Professional Parkway Building Plans 12/07/05 CA 1st Sign - Insurance Services of Central Flonda APPROVED 12/13/05 Current Project Status/Review 2/8/2006 6 of 16 PROJECT NAME PROJECT NO.TYPE OF DATE SUB•. SUBMITTAL RECEIVED REVIEWER MITTAL STATUS NUMBER 2723 Professional rway Building Plans 01/18/06 CA ulre Crossing 1560 Maguire Road Building Plans 01118/W CA Maguire Groves 280 Moore Road Building Plans 02/03/06 CA Maguire Pointe 2462 Maguire Road Building Plans 1221105 CA _ Maguire Pointe 2456 Maguire Road Building Plans 01/17/06 CA Maguire Pointe Landscaping 12./28/0.5 CA Substitution for _ Maguire Pointe yench 01/061W CA Maguire Road and Moore Road Traffic Study 06/14/04 JS McCormick Preliminary/Final Woods LS-2005-014 Subdivision Plan 08/18/04 CA McCormick Woods 1520 W. McCormick Woods Building Plans 02/02/06 CA McDonald's 1620 E. Silver Star Road Building Plans 02/01/06 CA Meadow Ridge Final Subdivision (eke Weslridge) LS-2005-10 Plan 01113/O6_ CA _ Lot Tying Milton West Agreement 01111A8 CA let Wall Sign - Check U Cleaners 1st Wall Sign- Guiseppes Restorante 1st Shell Building. 1st Wall Sign - Pookies Bow Won ist Wall Sign - Quick Staff comments due 011re3/06. ARPi���/Edise VQ 01/18/05 1st Sent comments s(1@pp�jg;0j j1)/J7(Q8r-SS, HOLD UNTIL Staff comments due ()8)��q �� �{ll list FURTHER NOTICE.0625/04. let _ ,staff comments sent to applicant 1221105. list Subdivision Wall 2nd Roof -lop unit replacement APPROVED 02/03/06. 3rd Staff comments due 02115106. Going to 02/14/06 PBZ. 2nd Staff comments due 02/03106. APPROVED Current Project Status/Review 2182006 7 of 15 STATUS OF LAND DEVELOPMENT PROJECTS CURRENTLY UNDER REVIEW r SUB- TBMITT DATE PROJECT NAME PROJECT NO. REVIEWER MITTAL STATUS SUBMITTAL RECEIVED NUMBER 5mal(Swle Site M.I. Ranchito SS-2001-006 Plan 09/08/05 CA 51h Staff comments sent to applicant 1020/05. M.I. Ranchito Plat 04120/03 CA Staff cnrnrnents sent to applicant 0822/03. M.I. Ranchito Traffic Study 06/11/03 JS Staff comments sent to applicant 0822/03. Large Scale Oak Trail Reserve Preliminary PUD LS-2005-012 Subdivision Plan 10/11/05 CA list Staff comments sent to applicant 11/28M5. Concept Design Oak Trail Reserve Plan Road PUD Improvements 02/23104 CA let Staff comments send to applicant 03/17104. Oak Trail Reserve Traffic PUD Methodology 12119M is list Staff wmmems sent to traffic consultant 012304. Master Owes Business Development Park - Lot 2 RZ-03-0401 Plan 0323005 CA list Staff comments due 04/11105. Ocoee Christian Church 15 S. Bluford Avenue Building Plans 0927I05 CA list Signs DENIED 10/03/05 Ocoee Christian Church 15 S. Bluford Avenue Building Plans 01/09/06 CA list Slab for basketball court APPROVED 0126A8 Change in Ocoee Church of Parking Lot the Nazarene LS-2003-WB Design Ocoee Commerce Center (nka Silver Star Commerce Carl Ocoee Commerce Center 1189 Blackwood Avenue Traffic Study 06124M.CA 1st Staff camrnents sent to applicant on 07/19= Final Certifcata of Conwrrency 0528104 Current Project Status/Review Ti 06/14/04 JS 2/82006 PER RUSS, HOLD UNTIL PROJECT IS APPROVED. 1st Staff comments due 06/30/04.ON HOLD a of 15 STATUS OF LAND DEVELOPMENT PROJECTS CURRENTLY UNDER REVIEW TYPE OF DATE - SUB- PROJECTNAME PROJECTNO. REVIEWER MITTAL STATUS SUBMITTAL RECEIVED NUMBER Ocoee Commerce Center 1177 Blackwood Avenue Building Plans 09/13/05 CA 1st Sign Ocoee Commerce Center 530 Ocoee Commerce Parkway _ SS-2003-013 Ocoee Crown - —_ Point - Phase 1 Ocoee Professional Plaza LS-2005-002 Ocoee Senior Citizens / Veterans Center Ocoee Services Building 475 W. Story Road Ocoee Shopping Center Addition SS-2005-005 Ocoee West LS-20D4009 Olympia Plaza / Hollywood Video 221 N. Clarke Road Orlando Foot 3 Ankle 1261 Blackwood Avenue SS-2002-005 SSSP Modification of Master Signage Plan 04/12/05 CA Plat O&74N5 CA 1st Staff comments sent to applicant 05/15/05. 5th Staff comments due 09107/05. APPROVED 09/01/05 Final Site Plan 03/21/05 CA 1 sl Staff comments sent to applicant 4/18/05. Small Scale Site Plan 1024,105 CA let Staff comments sent to applicant 11/17/05. Building Plans 12/15/05 CA 1st Parking Lot Lighting DENIED 12/16/05 Small Scale Site Plan 05/03004 CA tat Staff comments sent to applicant 05/19/04. Preliminary Subdivision Plan 09/20/05 CA 2nd Staff comments sent to applicant 12102105. Building Plans 09/15/OS CA let New Commercial Building DENIED 09/21/05 Small Scale Site Plan 05/03/04 CA 4th Staff comments sent to applicant 05119/04. Current Project Status/Review 2/8/2006 9 of 15 STATUS OF LAND DEVELOPMENT PROJECTS CURRENTLY UNDER REVIEW SUB- PROJECT NAME PROJECT NO. TYPE OF DATE REVIEWER MITTAL STATUS SUBMITTAL RECEIVED NUMBER vaim unve newer Treatment Plant BuIJ�P Plans Small Scale Site 04/20/05 Perfect Motors SS-2005-011 Plan 11/01/05 Persaud R-O-W Right-of-way Vacation VAC-05-006 Vacation 06/10/05 Pius Hut #638017 Small Scale Site Expansion SS-2005-001 Plan 0.5116/05 Plantation Grove Shopping Center 270 Maguire Road Building Plans 01/30/06 Plantation Grove Shopping Center - Phase 1 300 Moore Road rsuilding Plans 12/07/05 Plantation Grove Shopping Center 270J29,y),fe Road Building Plans 01/11/06 Plana ion'roves PUD (Maguire Groves) Plat 11/18/05 Prairie Lakes - _ Tract A Building Plans 0120/05 Prairie Lakes Tract Final Subdivision A LS-2006-001 Plan 1227/05 Prairie Lakes Tract Final Certificate A 203-FCC-06 of Concurrency 01/17/06 Public Works Building 301 Maguire Road Building Plans 0127/06 CA 1st Sign. DENIED 04121/05. CA 1 at Staff comments sent to applicant 12/09/05. CA 1st Staff comments due 07/06/05 ON HOLD CA 2nd Staff comments sent to applicant 06127105. CA 5th Building Plans DENIED on 1131106 CA 1st Shell Building DENIED 12/13/05 CA tat Commercial AmSouth DENIED 01/18/06 CA 2nd ,,Staff comments due 12/09/05. CA 1st Shell Building - Maguire Ponle. DENIED 02/03/05. CA tat Staff comments due 0125/06. CA 1st Staff comments due 02113/06. CA New Shell Building Current Project Status/Review 2/82006 10 of 15 STATUS OF LAND DEVELOPMENT PROJECTS CURRENTLY UNDER REVIEW TYPE OF DATE PROJECTNAME� PROJECTNO. SUBMITTAL RECEIVED Sandstone Office Small Scale Site Warehouse SS-2005-010 Plan 10/26/05 Traffic Impact Sawmill Lot 11 Analysis 0120/05 Sawmill Lot 12 Plat O6_/OB/05 Shaman's Gift 8 mall Scate Site _ DAcor SS-2005-003 Plan 1222/05 Shopper of Ocoee - Relocation of SUB. REVIEWER MITTAL NUMBER STATUS CA Ist Staff comments sent to applicant 12107105. CA let Staff comments due 02/11/05. CA 3rdIStaff comments due O6/27/05. CA 4TH Staff comments due 01/13/OB.APPROVED 02I01/O6. Maine Street Tragic Study OB/13I04 CA 1st Staff comments sent to applicant 09/17/04. ON HOLD Large Scale - Shopper; ofOccee Preliminary - Lot Q LS-2004-012 Subdivision Plan 08/06/04 CA 2nd Staff comments sent to applicant 09/17/04.ON HOLD Large Scale Silver Star Preliminary Commerce Center LS-2004-013 Subdivision Plan 0224/05 CA 3rd Staff comments sent to applicant 03/30105. Small Scale Site — — ---� -- Steak n Shake LS-2005-007 Plan 11/18N5 CA 3rd Staff comments sent to applicant 1229/05. TBCOM 491 W. Silver Star Road Building Plana 01/05/08 CA tat Antennas/Equipment Building for lower APPROVED 01111/013. _.._ ._.. Tomyn Business ....---.._—__-'- — _- _ -- - - -_-_-- Park Building Plans 1021I04 CA lot Sign. DENIED 1027/04. Large Scale Tomyn Business Preliminary Park LS-2002-ON Final Site Plan 04N7104 CA Slid Staff comments sent to applicant 05119104.014 HOLD. Tomyn Business Park ROW Vaca0on 04107/04 CA Step comments due D4/30/04.ON HOLD Town of Ocoee - 2 North Bluford Treffic Study 0521103 CA Staff comments due 04/30/04. Town Square Center 11029 W. Colonial Drive Buildinq Plans 05/05/05 CA 1st Interior Alteration DENIED O5/18/05 Current Pmject Stalus/Revisw 2182006 11 of 15 STATUS OF LAND DEVELOPMENT PROJECTS CURRENTLY UNDER REVIEW TYPE DATE ` SUB- PROJECT NA PROJECT NO. SUBMITTT AL RECEIVED REVIEWER MITTAL STATUS NUMBER I own square Shopping Center 11177 W. Colonial Drive Building Plans 03/15/05 CA list Sign- Dos Amigos. DENIED 032105. Town Square Shopping Center 11177 W. Colonial Roof Top Mechanical Replacement - Cathy Davis Designs Drive Building Plans 11/15/05 CA tat APPROVED 11/15/05 Towne Square Shopping Center 11029 W. Colonial Drive Building Plans 12007A5 CA tat Ailechanical Roof -top Unit DENIED 12/13/05 Town Square Shopping Center 11177 W. Colonial Drive Building Plans 01/091116 CA W�_ Town Square _ _ _let 11049 W. Colonial Drive Building Plans 01/09N6 CA 1st Wall Sign - Gracie-jiu-Jitsu APPROVED 01/10/06 Treffoda D'Urbino 1595 E. Silver Star Road Building 01/10A8 CA Ist ,.Sign approved 01/18/06 Tropic Save Supermarket Building 02I01= CA 1st Sign - Face Change Small Scale Site Twistee Treat SS-2004-020 Plan 07/07/05 CA 5th Sent approval plans to applicant 12113105. U-Store It 100 Mercantile Court Building Plans 01/30106 CA 2nd Signs DENIED 1131/06 Victory Baptist Church 1601 A.D. Mims Road Building Plans 1212711115 CA 1st Playground Shade Preliminary Villa Roma LS-2004-021 Subdivision Plan 08/14/05 CA 2nd Staff comments sent to applicant 0929105. Current Project Status/Review 2182006 12 of 15 STATUS OF LAND DEVELOPMENT PROJECTS CURRENTLY UNDER REVIEW SUB. TYPE OF DATE PROJECTNAME PROJECTNO. I REVIEWER M17TAL STATUS SUBMITTAL RECEIVED NUMBER Village Small Scale Site Marketplace SS-2005-012 Plan 11/14/05 CA 1ST Staff comments sent to applicant 12121105. Villages of Lake Large Scab Plan Bennet ll LS-2005-010 Review 05/21/05 CA 1 at Staff comments sent to applicant 0729105 Preliminary & Final Villas of Certificates of Woodsmere Concurren y 05/04104 Ti PER RUSS, HOLD UNTIL PROJECT IS APPROVED. Villas of Woodsmere 840 Good Homes Road Villas of Woodsmere The Vineyards 360 Chablis Way The Vineyards LS-20_04-0.1.2 The Vineyards Wai-Mart Stockroom Expansion Wal-Mart Stockroom Expansion LS-2005-015 Wellington Place Weamere-------- Building Plans 02,10SM CA tat Wall & Fence approved Plat 02/07/06 CA 3rd Staff comments due 0228/06 Building Plans 02MW CA list Gazebo _ 08/30104 CA Ist Staff commenfa sent to aPWiCant 0e/17/04 Grading O111f101104 CA tat Stag comments due 0924104. Master Signage CA list Staff comments due 071061O5. Preliminary Site Plan OM9106 CA 2nd Staff comments sent to applicant 10/19/05. Building Plans 02/07/06 CA 1st Elecdcfor Fountain. Building Plans 07/O6/06 CA tsl Fence APPROVED 01/10108. Large Scale Wesmere Final Subdivision Townhomes LS-20050008 Plan 11/17005 CA 3rd Staff comments sent to applicant 12I06I05.Going to 02/14106 P&Z. Wesmere Property/Villages of Wesmere LS-2005-006 Large Scale Final Subdivision Plan 11/17/05 CA 3rd Staff comments sent to applicant 1200,6105. Going to 02/14/06 P&Z. Current Project Status/Review 2/8/2006 13 of 16 STATUS OF LAND DEVELOPMENT PROJECTS CURRENTLY UNDER REVIEW PROJECTNAME PROJECTNO. TYPE OF DATE SUB - REVIEWER MI77AL STATUS SUBMITTAL RECEIVED - NUMBER Square 9440 W Colonial Drive Building Plans 02106/06 CA West Colonial Parcel (Walla) AX-05-08-25 Annexation 08/09/05 CA West End Professional Park LS-92-004 Plat 07/13/05 CA West 50 Commercial Annexation and Subdivision AR-05-06-24 Rezoning 10/11/05 CA Sprint Store 1st Staff comments sent to applicant 09/27/05. 1st Staff comments due 08/15/05.DENIED 08119M 2nd Staff comments sent to applicant 11121105. West Oaks Large Scale Square 9440 W. Final Subdivision Colonial Drive LS-2005-006 Plan 05/10/05 CA 1st West Oaks Square 9440 W. Colonial Drive Building Plans 02MOM CA 1st West Orange _ _ Commercial Center 2702 Rew Circle Building Plans 1 V22/D5 CA lot West Orange _ Preliminary Site Investments LS-2005-016 Plan 12/01/05 CA West Orange _let Professional Building 3 10101 W. Colonial Drive Building Plans 1222/I15 1st West Orange _ _CA Orthopedics Small Scale Site Medical Office SS-2005-013 Plan 11/30/05 CA tat West RV & Board Preliminary / $@D Final Site an 10119105 CA tat iLS-2005-013 aloe CPhase 12105 CA tat 3 lding Revisions d 11/18/OS CA I 2nd Staff comments due 06/03/05 Sign - Sprint Sane Monument sign APPROVED 11/29/05 Staff comments sent to applicant 0127/06. Shell Building Staff comments sent to applicant on 0124106. Staff comments sent to applicant 11 /23/05. Monument sign Staff comments sent to applicant 12/05105. Current Project Status/Review 2I820g6 14 of 15 TYPE OF DATE PROJECT NAME I PROJECT NO. I S BMITTAL I RECE VI Westyn Bay Final Subdivision Phases 4 8 5 Plan 01/18/06 Preliminary Westyn Bay Subdivision Plan To vnhomes LS-91-002B 8 Land Use Plan 10/18/04 Bay Pedestrian IWestyn Tovmhomes Gates Whisper Winds Small Scale Site Nursery SS-2005-M Plan 05/26/05 Whispering Pines Preliminary Subdivision LS-04-014 Subdivision Plan 10/31/05 Pines Pedestrian (Whispering Subdivision LS-2003-005 Gates 05/04/05 Windsor Landing 121 Thomebrooke Preliminary Street LS-04014 Subdivision Plan 0524/04 SUB- MITTAL STATUS CA 5th Staff comments due 02116106. CA 1st Staff comments due 10/221G4. CA Staff comments sent to applicant 04/12/05. CA 1st Staff comments sent to applicant 07/06105. CA 3rd Ataff comments sent to applicant 12109105. CA 3rd Staff comments due 05/11/05. TG 1s1 Staff comments sent to applicant 0727/04. Current Pmject Status/Revievi 2/82006 15 of 15 Sun Mon Tue Wed 1 E 12 19 26 6 7:00 p.m. 7 7:15 p.m. Education Commission City Commission @ Commission Chambers @ Commission Chambers 13 14 7:00 p.m. Planning & Zoning @ Commission Chambers Valentine's Day SUIT Reports due to Agenda Items due to City Manager City Clerk 20 7:30 p.m. 21_7:15 p.m. Parks & Rec. Bd. City Commission @ Commission Conference @ Commission Chambers Room w President's Day 27 28 7:oo pm. Code Enforcement Board Staff Reports due to @ Commission Chambers City Manager Agenda Items due to City Clerk 0 15 @ Fire Station One 16 7-9 p.m. 17 Political Forum hosted by Women's Club @ Commission Chambers CC Agenda for 2/21/06 Published _ 22 23 7:00 p.m. 24 CACOPD 7:00 p.m. @ Fire Station One P&Z (if needed) 7:00 p.m. Essay Contest for Black History Month @ Commission Chambers 18 25