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03-22-2006 Agenda PacketMayor S. Scott Vandergrift City Manager Robert Frank PLANNING AND ZONING COMMISSION (LOCAL PLANNING AGENCY) AGENDA March 22, 2006 IV V VI CALL TO ORDER A. Invocation and Pledge of Allegiance B. Roll Call and Determination of Quorum CONSENT AGENDA A. Minutes of the Planning and Zoning Commission Regular Meeting held February 14, 2006 OLD BUSINESS NEW BUSINESS A. Hudson Furniture Expansion Preliminary / Final Site Plan Commissioners Gary Hood, District 1 Scott Anderson, District 2 Rusty Johnson, District 3 Joel Keller, District 4 7:00 PM PUBLIC HEARING B. Advisory Board Funding 1. P&Z Board has been funded $1000.00 by the City Commission (account # 001-515-00-4950) MISCELLANEOUS A. Project Status Report B. March Calendar ADJOURNMENT O:\P & Z\Agendas\2006\March 22, 2006 P & Z Agenda.doc NOTE: Regular Planning and Zoning Commission meetings take place on the second Tuesday of every month at 7:00 pm in the Ocoee Commission Chambers in City Hall unless otherwise advertised. Any person who desires to appeal any decision at this meeting will need a record of the proceedings and for this purpose may need to ensure that a verbatim record of the proceedings is made which includes testimony and evidence upon which the appeal is based. More than one Commissioner may participate or hear discussions regarding a matter which will come before the Commission for action. Also in accordance with Florida Statue 286.26: Persons with disabilities needing assistance to participate in any of these proceedings should contact the Office of the City Clerk, 150 North Lakeshore Drive, Ocoee, FL 34761 (407) 905-3105, 48 hours in advance of the meeting. City of Ocoee • 150 N Lakeshore Drive • Ocoee, Florida 34761 phone: (407) 905-3100 • fax: (407) 656-8504 • www.ci.ocoee.fl.us ITEM NUMBER Il. A. Minutes of the Planning and Zoning Commission Meeting held on February 14, 2006 MINUTES OF THE PLANNING AND ZONING COMMISSION ACTING AS THE LOCAL PLANNING AGENCY MEETING HELD TUESDAY, FEBRUARY 14, 2006 CALL TO ORDER Chairman Golden called the meeting to order at 7:04 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 (arrived 7:06 p.m.), Members Campbell, Conkling, Keller, Rhodus, Sills, and West. Also present were Community Development Director Wagner, Planning Manager Armstrong, Principal Planner James, Senior Planner Fabre, and Administrative Assistant III Aycock. ABSENT: Member Morris (excused). CONSENT AGENDA Minutes of the Planning and Zoning Commission Regular Meeting held on Tuesday, January 10, 2006. Member Keller, seconded bv Member Campbell moved to accept the Consent Agenda as presented. Motion carried unanimously. NEW BUSINESS LIVING WATERS CHURCH - SPECIAL EXCEPTION Terry James, Principal Planner, presented a future land use map of the location in subject. He said the land area for the entire shopping center parcel is 8.15 acres and the site of this proposed project located in Space # 14 is at the west end of the existing Ocoee Shopping Center. The shopping center is under new ownership, and is located on the northwest corner of Ocoee -Apopka Road and Silver Star Road. The new owner is Mike Mansour. Principal Planner James expressed concerns with the retention pond and drainage for the area. He presented pictures of the area and explained how the drainage is currently set up. He said another issue is with the signage and the lack of landscaping around such. He added that the dumpsters behind the plaza are not screened as required. Principal Planner James stated the City is working with the owner/applicant to upgrade the shopping center as part of the special exception conditions of Planning and Zoning Commission Regular Meeting February 14, 2006 approval. If the special exception is approved, within six months the owner will provide an up to date site plan with the improvements required. DISCUSSION Member Keller inquired if there were any signs of the bar in there that may be required to be removed if this special exception is passed. Principal Planner James said, according to Ordinance No. 2003-33, the location of the church within this shopping center will preclude any other bar from being locating in the shopping center. However, the current bar will not be affected. Principal Planner James said 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. 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. Staff and board members proceeded with questions regarding City Ordinance No. 2003-33 and the definition of the word "established" being used regarding a church being located near a bar. DEVELOPMENT REVIEW COMMITTEE RECOMMENDATION: The Development Review Committee (DRC) met on February 6, 2006, to discuss the Special Exception for Living Waters Church. 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 3rd Staff Review dated November 22, 2005, and December 21, 2005, respectively. STAFF RECOMMENDATION Based on the recommendation of the DRC, Staff respectfully recommends that the Planning and Zoning Commission recommend approval of the Special Exception application for Space #14 for the Living Waters Church subject to the attached 2 Planning and Zoning Commission Regular Meeting February 14, 2006 "Special Exception Conditions of Approval" listed 1 — 8 (e)iii and the review comments contained in the 3d staff review. The Public Hearing was opened. Ken Artigas, Living Waters Church Administrator, explained that they are currently leasing a building on McKey Street that they were granted approval to do for two years from. the City of Ocoee. He said the church has purchased 22 acres on Ocoee -Apopka Road to build on in the future. Recently, they have signed an agreement to lease Space #14 in the shopping center for their sanctuary; however, their offices will remain on McKey Street. His major concern is that they have been working on the exception for ten months and when they signed the lease with the owner they were informed it would take only 3-4 months to complete the process so that they could move in. Now the process has extended for ten months and they are struggling financially to pay for the space that they are unable to use. He asked the board that no other restrictions be enforced on the Church's part that restrains them from moving in. Member McKey asked who is liable for the special conditions, the Church or the plaza owner. Community Development Director Wagner said the special exception goes to the property owner because these older shopping centers must be brought up to code. He said it is not a requirement to the Church to move in and do their own renovations inside; however, the owner has guidelines to follow and the Planning Department is willing to work with them on a time frame. He added that the owner had been out of town for a month and he is waiting to hear where he is at in this process relating to the time frame expected. Community Development Director Wagner said that as long as they had a developer agreement, then the Church could get a Certificate of Occupancy to move in while the owner of the property completed the requirements of the City. Mr. Artigas expressed his concern that if there is not a development agreement they are still tied to the lease. Assistant City Attorney Storey said that was a conflict between the owner and the Church and had no relation to the City. Magdy (Mike) Mansour, Owner of Shopping Center, stated his intention is to bring his property up to date and if he had known it would take this long he would not have signed a lease with the Church. The City had originally told him it would take 3-4 months and that is the information he passed along to the Church. Member Sills asked if he planned to follow through with the City on the developer agreement so that the Church does not suffer any further from the situation. Mr. Mansour agreed that he would follow through. Planning and Zoning Commission Regular Meeting February 14, 2006 The Public Hearing was closed. Member Campbell, seconded by Member West based upon the staff report and DRC recommendation for approval moved to approve the special exception application for space #14 to Living Waters Church subject to the attached special exception conditions of approval and the review comments contained in the staff review. Motion carried unanimously, GOD'S FACTORY CHRISTIAN CENTER — SPECIAL EXEPTION Principal Planner James announced that this special exception is for Space #10 of the same shopping center that was heard prior. Assistant City Attorney Storey said the comments of the past item, Living Waters Church, applied to this item as well. DISCUSSION Pastor Steve Rohr, God's Factory Christian Church, thanked Mr. James for all of his help in this process. The Public Hearinq was open. As there was nobody who wished to speak the Public Hearin-g was closed Chairman Golden stated the comments from the prior agenda item could be continued for this item as well, since they are on the same property with the same conditions of approval. Principal Planner James said, essentially, the language used in conditions 1-7 differs slightly and is the same beginning with number 8. Assistant City Attorney Storey said that only one developer agreement relating to the property was necessary, rather than one for each church. Member Campbell, seconded by Member Keller, moved to 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 first staff review dated January 23, 2006. Motion carried unanimously. WESTRIDGE (aka MEADOW RIDGE) — FINAL SUBDIVISION PLAN Antonio Fabre, Senior Planner, stated the applicant has requested a name change to Meadow Ridge and will bring it to the next City Commission meeting. He said the Westridge PUD consists of commercial and residential components; however, they are only making actions on the residential portion. The City Commission, on August 17, 2004, reviewed and approved the Preliminary 4 Planning and Zoning Commission Regular Meeting February 14, 2006 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. Senior Planner Fabre presented a future land use map and explained the subdivision plan as layed out. He said that the applicant is proposing to do some improvements on Maguire Road for the right lane coming into the sight, as well as the left turn lane. Seventh Avenue is planned to have a resident's only access and Moore Road will probably have some additional right of way. He said the power lines were placed in the right of way prior to the developer coming in that will need to be relocated. The applicant has agreed to give an additional five feet of right of way along Moore Avenue to resolve that. The developer has contributed $160K to the project and has committed to another $100K. Senior Planner Fabre stated the other issue with the project is to ensure that measures are provided for any potential overflow to the wetland. He said the applicant agreed to look into the issues and resolve them prior to the City Commission meeting. DEVELOMENT COMMITTEE REVIEW The DRC recommended the Planning & Zoning Commission recommend approval of the Final Subdivision Plan, subject to the developer making changes to the plans as specified in the staff report. 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 Westridge, aka Meadow Ridge, subject to completing the staff report. DISCUSSION Member West inquired about the access available on Seventh Avenue. Community Development Director Wagner stated that the road turns into private property and the developer dedicated an additional sixty feet of right of way to turn into subdivision. The City has negotiated with the developer to have $100K toward the construction of Seventh Avenue. He said the School Board owns the street and originally had the gate closed; the City asked them to open that up. Member McKey commented on how windy the road is when it comes into Thornebrooke. Community Development Director Wagner said that was purposeful to prevent a lot of traffic because of the school entrance. Planning and Zoning Commission Regular Meeting February 14, 2006 Member Conkling inquired about the big drain pipe near the school. Community Development Director Wagner stated the pipe is a new outfall structure from the Oaks of Windermere at the end of Thornebrooke and is in the County. He said they experienced major flooding due to the hurricanes and was looking for a way to relieve that so, the engineer came up with a relief pipe that runs into the drainage ditch. He said it is supposed to top off at 100 ft. storm level and had to be modified. He said there should not be water running out of it right now and he will look into that. The Public Hearing was opened. John Townsend, Meadow Ridge Project Manager, introduced himself and asked if there were any questions. Member McKey suggested putting in a sport field for the kids in the neighborhood because the Ocoee Parks & Recreation Advisory Board has money for fields, but no land to put them on. He also inquired about trees in the neighborhood. Member Campbell inquired if any buildings were being made in the development as a meeting room since they would have over 100 homes. Mr. Townsend assured that an air-conditioned community meeting room was to be built. Chairman Golden inquired about the potential flooding on Thornebrooke and the developer's plans to address the issue. Mr. Townsend stated they agreed to provide a foot of free board above the calculated proposed development of 100 year flood gate in the wetland; a free board already exists in the pond. He said a berm would be added to provide a minimum of a foot of free board along Thornebrooke at the road areas as added protection from that wetland. Community Development Director Wagner announced the DRC Engineer was to go back to model that area and determine any changes that may be necessary to the elevation. He said the City Engineer and Public Works Director are concerned with the berm approach and are tending to look at the outfall structure so he asked Mr. Townsend to consult with them to resolve the issue. PLANNING AND ZONING COMMISSION QUESTIONS AND COMMENTS Discussion ensued regarding the drainage issues. The Public Hearing was Closed. Member West, seconded by Member McKey, moved to recommend approval of the Meadow Ridge Final Subdivision Plan as date stamped received by the City 0 Planning and Zoning Commission Regular Meeting February 14, 2006 on January 13, 2006, subject to incorporate the staff comments into the plans prior to the City Commission meeting. Motion carried unanimously. WESMERE PROPERTY - FINAL SUBDIVISION PLAN Catherine Armstrong, Planning Manager, said the Wesmere Property site is located on the east side of Maguire Road, north of Cross Creek subdivision and south of the Florida Turnpike and is proposed to be developed with three (3) lots and nine (9) tracts. She said the next item under the agenda is the Villages of Wesmere and presented a location map of both. The zoning of the property is a mixture of Commercial on the north side where Tomyn Boulevard is going to be extended. The south side is zoned Multi -Family, which is conducive with the town homes to be considered under the next item. Planning Manager Armstrong said the property is to be developed into three lots. Lot 1 is proposed to be commercial and contains 14.10 acres; Lot 2 is proposed as a future elementary school site and contains 13.50 acres; and Lot 3 is proposed as residential town homes (Villages of Wesmere) and contains 49.41 acres. The nine tracts include a lift station, a master wet retention 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. Planning Manager Armstrong said that 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 town home 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. Planning and Zoning Commission Regular Meeting February 14, 2006 DEVELOMENT COMMITTEE REVIEW The DRC met on February 6, 2006, and recommended the Planning & Zoning commission 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, 206, subject to the developer making changes to the plans based on the attached staff comments prior to the City Commission meeting. PLANNING AND ZONING COMMISSION QUESTIONS AND COMMENTS Member Keller inquired why the sidewalk was reduced from eight feet to six feet. Planning Manager Armstrong said that one deviation from what the Preliminary Subdivision Plan was that the sidewalk was reduced by two feet from the townhome entrance all the way back to the school site because of safety concerns that might occur once the school is complete. They based this decision on safety issues occurring at others schools from cars stacking up along side the road going into schools. Member Keller was concerned that young children riding bikes around walkers on the sidewalk need wider space and now will not have that. Community Development Director Wagner stated the smaller sidewalk would actually be safer for the children because they would not be as close to the road. Member Keller, seconded by Member West moved to 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 plan based on the attached staff comments prior to the City Commission meeting Motion carried unanimously. WESMERE TOWNHOMES - FINAL SUBDIVISION PLAN Planning Manager Armstrong said 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. Planning Manager Armstrong stated access into the subject site will be provided 8 Planning and Zoning Commission Regular Meeting February 14, 2006 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 town home development by the Wesmere Property master developer. The property is zoned Multiple -Family Dwelling (R-3) and is designated as High Density Residential on the Future Land Use Map (FLUM). She presented the Master Site Plan of the development. The subject property comprises 369 fee -simple town home lots totaling 49.48 acres. She explained that, based on the traffic study, traffic exiting onto Tomyn Boulevard would have a full signal and be making northbound turns onto Maguire. Planning Manager Armstrong stated 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 brick wall will be along Maguire Road and the first part of Tomyn Boulevard to the entrance point of the subdivision, and then will transition to a PVC vinyl fence running to the school property. In addition to fencing along Cross Creek, a 15' preserved tree buffer is proposed between the fence and the town home units. 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. Planning Manager Armstrong said that barrel tile roofing was proposed and the developer has committed to providing such; however, if the necessary quantity was unobtainable, then similar architectural roofing would be used upon approval. Mrs. Armstrong stated a Traffic Signal Warrant Analysis Study was submitted and only one warrant was issued at this time; possibly other warrants could be met once school is put in. Based on the study, three options were given: Option One — Signal installed to operate during peak hours and blink during non -peak. Option Two — Signal not installed and looked at in the future. Option Three — Signal installed to operate full time. Mrs. Armstrong said this item would go before City Commission soon and they would have to determine the cost sharing of the traffic signal and who would pay for what. She stated that a traffic signal would definitely be installed at the Tomyn/Maguire intersection. DEVELOPMENT REVIEW COMMITTEE The DRC met on February 6, 2006, and 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, 9 Planning and Zoning Commission Regular Meeting February 14, 2006 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 recommend that the Planning & Zoning Commission recommend approval of the Final Subdivision Plan for the Villages of Wesmere Townhomes, as date stamped received by the City on January 27, 2006, subject to the developer making changes to the plans based on the attached staff comments prior to the City Commission meeting. DISCUSSION Discussion ensued regarding the amenities within the development. Concerns were expressed regarding the main entrance being on Tomyn, rather than Maguire, and how traffic flow would be affected by that. The majority of board members felt that the Maguire entrance way validated a traffic signal due to the easy access from the main road going in and out at that road, rather than the Tomyn entrance. Ben Shiemaker, Vice -President of Wesmere Development, said he had some experience with developing houses on Maguire Road and in the Windermere area. The signalization study shows that twenty percent of the traffic would be coming from the new subdivision and eighty percent from the existing Wesmere subdivision. He believes that common sense tells two things: (1) Wesmere already has a traffic problem turning north out of the subdivision and the new development having a traffic signal only at Tomyn Rd. would encourage all left hand turns to use that intersection due to the convenience of it. (2) In regards to putting a signal in from the existing Wesmere subdivision, that would only encourage people to use the Maguire Road access in and out of the new development, which is what they want to avoid. He believes that would cause potential problems for students crossing the road. Mr. Shiemaker said that even though a traffic signal in front of the Wesmere Villages would be beneficial for them, it would also cause more traffic problems in the future. He also said that the distance from the Tomyn Road traffic signal and this proposed signal is not significant enough and would cause yet another traffic problem. However, another traffic signal may be feasible in the future. Bob Jensen, President of Wesmere Maintenance Association, spoke on behalf of the residents of Wesmere about the current traffic issues in and out of 10 Planning and Zoning Commission Regular Meeting February 14, 2006 the subdivision and why they wish to have a traffic signal installed. Mr. Jensen said the citizens of Wesmere would like to welcome Morrison Homes with two caveats: (1) the traffic signal is installed, and (2) the roofing is put on homes. Marc Stehli said, with respect to the two caveats, they agreed to the tile roofing granted they are able to obtain the necessary supply. Otherwise, they will bring alternative roofing options to the Planning and Zoning Commission for final approval. He stated, with respect to the traffic signal, that a more realistic study can be done once the school opens. He agreed that right in/right out turn lanes . only on Maguire Road was an option. Another option would be to adjust the speed limit to 20 mph in that section. Community Development Director Wagner stated that the traffic study performed was a very constructive analysis and the issue is timing and how the signal would be paid for. That is something the City Commission would have to determine. Bob Jensen stated the traffic study analysis was conducted in June when school was out of session and when construction work had a good portion of Maguire Road closed to traffic coming from Windermere. He believes that those two things swayed the results of the traffic study. Julie Scalvo, RFG, said that she was in charge of the traffic study and explained that most traffic counts are done when school is out of session and that is factored into the results. She also mentioned that the east/west traffic was the problem they were analyzing and not the north/south traffic; however, the east/west traffic was what issued the warrant that they received. As far as obtaining another warrant, the intersection was two car accidents short per their criteria. PLANNING AND ZONING COMMISSION QUESTIONS AND COMMENTS Member Conklin said that he personally travels Maguire Road a lot and, regardless, a traffic light does need to be installed and he would like to see that stipulated in the motion. He stated the longer they wait the more expensive it will be. Member McKey moved to recommend approval of the Wesmere Townhomes as date stamped received by the City on January 27 2006 subject to the developer makinq changes to plans based on the attached staff comments prior to the City Commission meeting and the following additional recommendations (1) immediate installation of a traffic signal with the operation determined by the City, and Q additional parking in the development to make three spaces per unit The motion was rescinded due to the lack of a second. I Planning and Zoning Commission Regular Meeting February 14, 2006 Member McKey, seconded by Member West moved to recommend approval of the Wesmere Townhomes, as date stamped received by the City on January 27 2006, subject to the developer makinq changes to plans based on the attached staff comments prior to the City Commission meeting and include the additional recommendation that City Commission require the traffic light to be installed at the time of development of the project with compliance of either options one or three of the staff report, and determine the fundinq source subject to the approval of the Wesmere Property Project opposite Lot 3. Motion carried unanimously, MISCELLANEOUS Community Development Director Wagner thanked everyone for attending on Valentine's Day. ADJOURNMENT The meeting adjourned at 9:52 p.m. Attest: Holly Aycock, Administrative Assistant III 12 APPROVED: James Golden, Chairman ITEM NUMBER IV. A Hudson Furniture Expansion Preliminary / Final Site Plan -47 r-+ _ _ Mayor S. Scott Vandergrift City Manager Robert Frank STAFF REPORT Commissioners Gary Hood, District 1 Scott Anderson, District 2 Rusty Johnson, District 3 Nancy J. Parker, District 4 DATE: March 8, 2006 TO: The Planning and Zoning Commission FROM: J. Antonio Fabre, AICP, Senior Planner THROUGH: Russ Wagner, AICP, Community Development Director W./ SUBJECT: Hudson Furniture at Ocoee Building Expansion —Preliminary/Final Site Plan Project # LS-2004-022 ISSUE: Should the Planning and Zoning Commission recommend approval of the Large -Scale Preliminary/Final Site Plan for Hudson Furniture? BACKGROUND: The owner of Hudson Furniture has submitted a Preliminary/Final Site Plan for a two-story building expansion to the existing furniture store. The subject property is approximately 1.67 acres in size and located in the Lake Bennet Centre subdivision. More particularly, the site is situated on the northwest corner of Kelton Avenue and State Road 50. The Site Plan will essentially allow for a building addition of 20,524 square feet to the existing 15,615 square feet building. This two-story commercial building will ultimately consist of a total of 36,139 square feet of floor area with a 45+/- feet high tower design. The surrounding land to the north and east has been developed as the Lake Bennet Centre commercial subdivision. The Lake Bennet Centre subdivision has a mixture of existing commercial establishments such as: financial institutions (SunTrust), auto tire store (Olson Tire), medical offices and professional offices. Adjacent to the site on the north side is a corresponding master water retention area for the entire subdivision. The western edge abuts a wetland area that is associated with Lake Bennet, which already has a conservation and drainage easement dedicated to the City. Moreover, the existing pedestrian, sidewalk and bike path easement will be expanded and dedicated on the upland area along the wetland. To the south is the established Wal-Mart at Ocoee commerce center. The Future Land Use designation for the site is Commercial. The property is zoned Community Commercial "C-2" which permits development and construction of the proposed land use. Therefore, the requested use is consistent with directives of the Comprehensive Plan and Land Development Code (LDC). Meadow Ridge (FKA: Westridge) FSP March 14, 2006 Planning and Zoning Commission Meeting Page 2 DISCUSSION: The two-story furniture establishment will consist of a total of 36,139 square feet of floor area with a 45+/- feet high tower design. This building addition has resulted in a higher parking spaces requirement per Code. The applicant has requested a waiver to provide a smaller amount of parking spaces based on the existing parking demands for his existing furniture stores. Staff has agreed that the required number of parking spaces may not be required based on other similar past furniture store projects. However, the applicant will still need to provide a restrictive covenant which would limit the permitted use to a retail furniture store. In the event the City determines that the number of parking spaces for the site is insufficient or if the site is no longer occupied as a retail furniture store, the City may require the Owner to construct, at the Owner's sole cost and expense, a parking structure that facilitates all of the require parking spaces per Code. This parking structure is depicted on the Preliminary/Final Site Plan for your review and consideration. The conditional waiver consists of the following deviation from LDC, Art. VI, Section 6-4, G, (6), (h): • The applicant is proposing construction of 47 parking spaces instead of 181 parking spaces. The Owner understands that this waiver will be revoked in the event (i) the City determines additional parking is required for the Property, or (ii) the Property is no longer occupied as a retail furniture store. A Parking Structure will be constructed in order to be consistent with the City's parking requirements. The applicant is also requesting the following waivers from LDC, Art. V, Table 5-2: • Increasing the Maximum Building Height of 45 feet to 55 feet 6 inches, only if the parking structure is required; • Increasing the Maximum Building Coverage of 30% to 35.82%; • Increasing the Maximum Building Coverage of 30% to 61.58%, only if the parking structure is required. Staff can support these waivers due in part to the off -setting public benefit of the pedestrian and bike path easement being dedicated to the City. DEVELOPMENT REVIEW COMMITTEE RECOMMENDATION: The Development Review Committee (DRC) met on February 14, 2006 and reviewed the Preliminary/Final Site Plan. There were only a few minor technical issues to be addressed from the City Engineering Department that were discussed and resolved during the meeting. The applicants were notified of the need to provide the executed Development Agreement, Declaration of Restrictive Covenant, and the Pedestrian, Sidewalk and Bike Path Easement before the scheduled City Commission meeting. When the discussion was finished, the DRC voted unanimously to recommend approval of the Preliminary/Final Site Plan date stamped "Received February 24, 2006" subject to the Owner entering into a Developers Agreement and a Restrictive Covenant. Meadow Ridge (FKA: Westridge) FSP March 14, 2006 Planning and Zoning Commission Meeting Page 3 STAFF RECOMMENDATION: Based upon the recommendation of the DRC, Staff recommends that the Planning & Zoning Commission recommend approval of the Preliminary/Final Site Plan for Hudson Furniture at Ocoee - Building Expansion date stamped "Received February 24, 2006" subject to the Owner entering into a Developers Agreement and a Restrictive Covenant. Attachments: Location Map; Draft Development Agreement; Draft Declaration of Restrictive Covenant; Draft Pedestrian, Sidewalk and Bike Path Easement; Hudson Furniture at Ocoee Building Expansion — PSP/FSP date stamped February 24, 2006. O:\Staff Reports\2006\SR06019—AF—HudsonFurniture_PSP—FSP—PZ.doc Hudson's Furniture at Ocoee --Building Expansion Location Map MAINE ° z SED LI F- LAKE BENNET Y PR VO W COLONIAL DR SR 50 O 0000000000 O�G 00 0 �O ,p J 0 0 O 00000 000°0 OLD INTER GAR N LAKE LILLY THIS INSTRUMENT PREPARED BY AND SHOULD BE RETURNED TO: PREPARED BY: Edward A. Storey III, Esq. FOLEY & LARDNER LLP 111 North Orange Avenue, Suite 1800 Post Office Box 2193 Orlando, FL 32802-2193 (407)423-7656 RETURN TO: Beth Eikenberry, City Clerk CITY OF OCOEE 150 N. Lakeshore Drive Ocoee, FL 34761 (407) 656-2322 DEVELOPMENT AGREEMENT (Hudson Furniture) For Recording Purposes Only THIS DEVELOPMENT AGREEMENT (this "Agreement") is made and entered into as of the day of 2005 by and between C. FRED HUDSON, III, TRUSTEE OF THE C. FRED HUDSOP4, III DECLARATION OF TRUST DATED MAY 23, 1990, AS AMENDED AND RESTATED, whose mailing address is 3290 West S.R. 46, Sanford, FL 32771 (hereinafter referred to as the "Owner") and the CITY OF OCOEE, a Florida municipal corporation, whose mailing address is 150 North Lakeshore Drive, Ocoee, Florida 34761, Attention: City Manager (hereinafter referred to as the "City"). WITNESSETH: WHEREAS, the Owner owns fee simple title to certain lands located in Orange County, Florida, and within the corporate limits of the City of Ocoee, Florida, said lands being more particularly described as: Lot 3, Lake Bennet Centre Lots 2, 3, 4 & 5 Replat, as recorded in Plat Book 42, Pages 36 & 37 of the Public Records of Orange County, Florida (hereinafter referred to as the "Property"); and WHEREAS, the Owner has previously developed the Property as a retail furniture store and intends to expand the furniture store not to exceed 36,139 square feet of gross leaseable area, which would require, pursuant to the currently applicable codes and parking regulations of the City, 181 parking spaces to be located on the Property; WHEREAS, the Owner has demonstrated to the City that a 36,139 square foot retail furniture store does not generate sufficient traffic, as of the date hereof, to warrant construction of 181 parking spaces; ORLA_371441.3 WHEREAS, the City has agreed to permit the expansion of the retail furniture store not to exceed 36,139 square feet of gross leaseable area on the Property and grant a conditional waiver of the parking requirements to require the construction of 47 parking spaces subject to the Owner entering into this Agreement. NOW, THEREFORE, in consideration of the premises and other good and valuable considerations exchanged between the parties hereto, the receipt and sufficiency of which is hereby acknowledged, the parties hereto agree as follows: Section 1. Recitals. The above recitals are true and correct and incorporated herein by this reference. Section 2. Conditional Waiver. Owner understands that the City is granting Owner a conditional waiver of Ocoee City Code Section 6-4 G(6)(h) to require the construction of 47 parking spaces instead of 181 parking spaces. The Owner understands that this waiver will be revoked in the event (i) the City determines additional parking is required for the Property, or (ii) the Property is no longer occupied as a retail furniture store. Section 3. Re -Development of the Property. A. The Owner hereby agrees to re -develop the Property in accordance with that certain Revised Preliminary/Final Large Scale Site Plan for Hudson Furniture at Ocoee Building Expansion, date stamped as received by the City on , with such additional revisions thereto, if any, as may be reflected in the minutes of the City Commission of the City of Ocoee meeting approving the same (hereinafter referred to as the "Site Plan"). The Site Plan is hereby incorporated herein by reference as if fully set forth herein. B. The Owner hereby agrees that the Property shall be re -developed in accordance with and is made subject to those certain Conditions of Approval set forth in the Site Plan. The Owner further agrees to comply with all of the terms and provisions of the Conditions of Approval. C. The Owner hereby agrees that, prior to or at the time of issuance of a building permit for the development of the Property, it will pay full retail impact fees as required by the City Code. The Owner hereby agrees that it will not submit an alternative impact fee calculation in connection herewith. D. In the event the City determines that the number of parking spaces for the Property is insufficient or if the Property is no longer occupied as a retail furniture store, the City shall provide written notice (the "Parking Structure Notice") to Owner requesting the Owner to construct, and the Owner hereby agrees to construct, at Owner's sole cost and expense, the parking structure depicted on Sheets SP-1 — SP-4 of the Site Plan (the "Parking Structure"). Within ninety (90) days of receipt of the Parking Structure Notice, Owner shall submit building plans to the City for the Parking Structure that are consistent with the Site Plan (the "Building Plans"). The Parking Structure shall comply with all applicable City Code requirements and will be constructed in accordance with the specifications set forth in the Site ORLA_371441.3 -2- Plan and Building Plans. The Owner shall obtain all necessary permits and approvals for the Parking Structure. The Owner agrees to commence construction of the Parking Structure within sixty (60) days after the issuance by the City of a building permit. In any event, and notwithstanding any other provision hereof to the contrary, Owner agrees that it will complete construction of the Parking Structure within twelve (12) months of receipt of the Parking Structure Notice. E. Violation of this Agreement, including, but not limited to, the construction of the Parking Structure as required in Section 3(C) above shall be deemed a violation of the minimum parking space requirements of the City of Ocoee Code and shall be subject to proceedings before the Ocoee Code Enforcement Board. In addition, this Agreement is enforceable by the City through an action for specific performance. In the event the City brings an action for specific performance against Owner, the City shall be entitled to recover its reasonable attorneys' fees and costs incurred in connection therewith. F. The Owner hereby agrees that the Property shall not be occupied for any purpose other than a retail furniture store until such time as the Parking Structure is constructed in the manner set forth in Section 3(C) above, and the Owner obtains a Certificate of Completion, or its equivalent, and all other required governmental approvals, for such Parking Structure. Section 4. Notice. Any notice delivered with respect to this Agreement shall be in writing and be deemed to be delivered (whether or not actually received) when (1) hand delivered to the other party at the address appearing on the first page of this Agreement, or (ii) when deposited in the United States Mail, postage prepaid, certified mail, return receipt requested, addressed to the party at the address appearing on the first page of this Agreement, or such other person or address as the parry shall have specified by written notice to the other party delivered in accordance herewith. Section 5. Covenant Running with the Land. This Agreement shall run with the Property and inure to and be for the benefit of the parties hereto and their respective successors and assigns and any person, firm, corporation, or entity who may become the successor in interest to the Property or any portion thereof. Section 6. Recordation of Agreement. The parties hereto agree that an executed original of this Agreement shall be recorded by the City, at the Owner's expense, in the Public Records of Orange County, Florida. The City will, from time to time upon request of the Owner, execute and deliver letters affirming the status of this Agreement. Section 7. Applicable Law. This Agreement and the provisions contained herein shall be construed, controlled, and interpreted according to the laws of the State of Florida. Section 8. Time of the Essence. Time is hereby declared of the essence to the lawful performance of the duties and obligations contained in this Agreement. ORLA_371441.3 -3- Section 9. Agreement; Amendment. This Agreement, along with the Site Plan, constitutes the entire agreement between the parties, and supersedes all previous discussions, understandings and agreements, with respect to the subject matter hereof. Amendments to and waivers of the provisions of this Agreement shall be made by the parties only in writing by formal amendment. Section 10. Further Documentation. The parties agree that at any time following a request therefor by the other party, each shall execute and deliver to the other parry such further documents and instruments, in form and substance reasonably necessary to confirm and/or effectuate the obligations of either parry hereunder. Section 11. Remedies; Specific Performance. Both the City and the Owner shall have the right to enforce the terms and conditions of this Agreement by an action for specific performance. In addition, the City shall have such other remedies as are available existing at law or in equity. Section 12. Attorneys' Fees. In the event that either party finds it necessary to commence an action against the other party to enforce any provision of this Agreement or because of a breach by the other parry of any terms hereof, the prevailing parry shall be entitled to recover from the other parry its reasonable attorneys' fees, legal assistants' fees and costs incurred in connection therewith, at both trial and appellate levels, including bankruptcy proceedings, without regard to whether any legal proceedings are commenced or whether or not such action is prosecuted to judgment. Section 13. Counterparts. This Agreement may be executed in any number of counterparts, each of which shall be deemed to be an original but all of which together shall constitute one and the same instrument. Section 14. Captions. Captions of the Sections and Subsections of this Agreement are for convenience and reference only, and the words contained therein shall in no way be held to explain, modify, amplify or aid in the interpretation, construction, or meaning of the provisions of this Agreement. Section 15. Severability. If any word, sentence, phrase, paragraph, provision, or portion of this Agreement is for any reason held invalid or unconstitutional by any court of competent jurisdiction, such portion shall be deemed a separate, distinct, and independent provision and such holding shall not affect the validity of the remaining portion hereof so long as the purpose and intent of this Agreement can still be achieved. Section 16. Effective Date. The Effective Date of this Agreement shall be the day this Agreement is last executed by a parry hereto and such date shall be inserted on Page 1 of this Agreement. ORLA_371441.3 -4- IN WITNESS WHEREOF, the Owner and the City have caused this instrument to be executed by their duly authorized elected officials, partners and/or officers as of the day and year first above written. r Signed, sealed and delivered in the presence of: 1990, as Amended and Restated STATE OF FLORIDA J COUNTY OF ff 4CM I AA0 I HEREBY CERTIFY that on this day, before me, an officer duly authorized in the State and County aforesaid to take acknowledgments, personally appeared C. Fred Hudson, Trustee of the C. Fred H3JK6n, III Declaration of Trust dated May 23, 1990, as Amended and Restated, who is personally known to me or produced as identification, and that he acknowledged executing the same in the presence of two subscribing witnesses, freely and voluntarily, for the uses and purposes therein expressed. WITNESS my hand and official seal in the County and State last aforesaid this day of pSk= /LlJ , 2005. JOANNE K. GRAVES Notary Public - State of Florida * Ca W*81 n Bq> W Aug Z 2008 Commission # DD 105552 Bonded By National Notary Aeon. Si ature of Notary Name of Notary (Typed, Printed or Stamped) Commission Number (if not legible on seal): My Commission Expires (if not legible on seal): ORLA_371441.3 -5- Signed, sealed and delivered in the presence of. Print Name: Print Name: FOR USE AND RELIANCE ONLY BY THE CITY OF OCOEE, FLORIDA. Approved as to form and legality this _ day of , 2005. FOLEY & LARDNER LLP City Attorney CITY: CITY OF OCOEE, FLORIDA Attest: S. Scott Vandergrift, Mayor Beth Eikenberry, City Clerk (SEAL) APPROVED BY THE OCOEE CITY COMMISSION AT A MEETING HELD ON , 2005 UNDER AGENDA ITEM NO. ORLA_371441.3 -6- STATE OF FLORIDA COUNTY OF ORANGE I HEREBY CERTIFY that on this day, before me, an officer duly authorized in the State and County aforesaid to take acknowledgments, personally appeared S. SCOTT VANDERGRIFT and BETH EIKENBERRY, personally known to me to be the Mayor and City Clerk, respectively, of the CITY OF OCOEE, FLORIDA and that they severally acknowledged executing the same in the presence of two subscribing witnesses, freely and voluntarily under authority duly vested in them by said municipality. WITNESS my hand and official seal in the County and State last aforesaid this day of 52005. Signature of Notary Name of Notary (Typed, Printed or Stamped) Commission Number (if not legible on seal): My Commission Expires (if not legible on seal): ORLA_371441.3 -7- THIS INSTRUMENT PREPARED BY AND SHOULD BE RETURNED TO: Edward A. Storey, III, Esq. Foley & Lardner LLP 111 N. Orange Avenue, Suite 1800 Orlando, Florida 32801 DECLARATION OF RESTRICTIVE COVENANT THIS DECLARATION OF RESTRICTIVE COVENANT ("Declaration") is made and executed this 14!!r day of Fe 2005, by C. FRED HUDSON, III, TRUSTEE, whose address is 3290 West S.. 46, Sanford, FL 32771 ("Developer"). WITNESSETH: WHEREAS, Developer is the owner in fee simple of that certain parcel of property described in EXHIBIT A attached hereto and by this reference incorporated herein (the "Property"); and WHEREAS, Developer intends to develop the Property as a retail furniture store not to exceed 36,139 square feet of gross leaseable area which would require, pursuant to the currently applicable codes and parking regulations of the City of Ocoee ("City"), 181 parking spaces to be located on the Property; and WHEREAS, Developer has demonstrated to the City that a retail furniture store does not generate sufficient traffic to warrant construction of 181 parking spaces on the Property; and WHEREAS, the City has agreed to permit construction of a retail furniture store not to exceed 36,139 square feet of gross leaseable area on the Property and the construction of 47 parking spaces for customer and employee use thereon so long as the Property is used solely as a retail furniture store; and NOW, THEREFORE, in consideration of the covenants stated herein and other good and valuable consideration, the sufficiency of which is hereby acknowledged, Developer hereby declares as follows: Recitals. The foregoing recitals are true and correct and are incorporated herein by reference. 2. Definition. For the purposes of this Declaration, "retail furniture store" shall mean a store for the retail sale of furniture with related home or office furnishing items, bedding and flooring, including but not limited to carpeting and tile. 3. Development of the Property. As agreed to by Developer, the Property shall be developed and utilized by Developer for no other purpose other than as a retail furniture store containing no more than 36,139 square feet of gross leaseable area with not less than 47 parking spaces (of which at least 2 shall be handicap spaces) therein in accordance with the Revised Large Scale Preliminary Site Plan for Hudson Furniture at Ocoee Building Expansion prepared by Mitch Collins, P.E. as approved by the Ocoee City Commission on (the "Final Site Plan"). 4. Duration of Restrictions. The use restriction created herein shall expire upon the earlier of (i) fifty (50) years from the date hereof; or (ii) the demolition and removal of the building expansion constructed by Developer on the Property. The parking requirement waiver approved as part of the Final Site Plan shall cease to apply to the Property in the event the Property is not developed in accordance with the Final Site Plan and shall also cease to apply upon the subsequent demolition and removal of the building expansion constructed by Developer on the Property. 5. Binding Effect. The restrictions and obligations of this Declaration shall run with the Property and be binding on the Property. Nothing herein shall be construed as a prohibition on the sale or transfer of the Property so long as the subsequent use conforms with the provisions of this Declaration. 6. Responsibility of Developer. The Developer has agreed to accept the Property subject to this Declaration. In the event the Property is not developed in accordance with the Final Site Plan, then the restrictions contained in this Declaration may be terminated by Developer by recording a termination document in the Public Records of Orange County, Florida, provided that the City executes a Joinder and Consent attached to the termination document. 7. Governing Law. This Declaration and the provisions contained herein shall be construed, controlled, and interpreted according to the laws of the State of Florida. Venue for any action arising hereunder shall be in the appropriate court having jurisdiction in Orange County, Florida. 8. No Third Party Beneficiary. Unless otherwise noted herein, the provisions of this Declaration are for the exclusive benefit of the City and not for the benefit of any other third party or property, nor shall this Declaration be deemed to have conferred any rights, express or implied, upon any other third person or property. 9. Modifications: Amendments. This Declaration, along with the Final Site Plan, constitutes the entire agreement between Developer and the City and supercedes all previous discussions, understandings and agreements with respect to the subject matter hereof. This Declaration may not be modified or amended without the approval of the City, which approval may be granted or denied by the City using its sole, absolute and/or arbitrary discretion. The decision of the City concerning whether or not to modify or amend this Declaration is final, not subject to a quasi judicial proceeding, not subject to a fairly debatable standard and not subject to an appeal. The approval by the City of a modification or amendment to this Declaration shall be evidenced by a Joinder and Consent being attached to any such modification or amendment. 2 10. Material Inducement. Developer hereby acknowledges that the execution and recording of this Declaration is a material inducement for the City to approve the Final Site Plan and, but for the execution and recording of this Declaration, the City would not approve the Final Site Plan and the Parking Requirement Waiver contained therein. 11. Notices. All notices to be given pursuant to this Declaration shall be sent, by United States certified mail, postage prepaid, or by a national overnight courier delivery service maintaining receipt and delivery records, to the addresses set forth below and shall be deemed given when post marked or deposited with such overnight courier service. If to Developer: C. Fred Hudson, III, Trustee 3290 W. S.R. 46 Sanford, FL 32771 If to City: City of Ocoee 150 N. Lakeshore Drive Ocoee, FL 34761 Attn: City Manager Any owner or subsequent owner of the Property shall provide written notice of its address or change of address in accordance with the provisions hereof. 12. Recordation of Declaration. Developer agrees that an executed original of this Declaration shall be recorded by the City, at Developer's expense, in the Public Records of Orange County, Florida immediately following approval by the City of the Final Site Plan. 13. Attorneys' Fees. In the event an action is commenced by the City concerning the enforcement or breach of any provision of this Declaration, the prevailing party in such action shall be entitled to recover from the other party its reasonable attorneys' fees, paralegal fees and costs incurred in connection therewith, at both trial and appellate levels, including bankruptcy proceedings, without regard to whether any legal proceedings are commenced or whether or not such action is prosecuted to judgment. 14. Captions. Captions of the Sections and Subsections of this Declaration are for convenience and reference only, and the words contained therein shall in no way be held to explain, modify, amplify or aid in the interpretation, construction, or meaning of the provisions of this Declaration. 15. Severability. If any word, sentence, phrase, paragraph, provision, or portion of this Declaration is for any reason held invalid or unconstitutional by any court of competent jurisdiction, such portion shall be deemed a separate, distinct, and independent provision and such holding shall not affect the validity of the remaining portion hereof so long as the purpose and intent of this Declaration can still be achieved. 3 WITNESS Signature: Print Nam Signature: Print Nam STATE OF FLORIDA COUNTY OF qua% I HEREBY CERTIFY that on this day before me, an officer duly authorized in the State and County aforesaid to take acknowledgements, personally appeared C. FRED HUDSON, III, TRUSTEE and that he acknowledged executing the same in the presence of two subscribing witnesses freely and voluntarily under authority duly vested in him by said corporation. He [ personally known to me, or [ ] produced as identification. f/� WITNESS my hand and official seal in the County and State last aforesaid this/5 day of F&6 At f , 2005. ==== Sature of Notary JOANNE K. GRAVES Notary Public - State of Florida E my Commission EVkas Aug 2, 2008 Commission # DD 105552 Bonded By National Notary Assn. Name of Notary(Typed, Printed or Stamped) Commission Number (if not legible on seal) My Commission Expires (if not legible on seal) 4 EXHIBIT "A" Lot 3, Lake Bennet Centre Lots 2, 3, 4 & 5 Replat, as Recorded in Plat Book 42, Pages 36 & 37 of the Public Records of Orange County, Florida. 67 THIS INSTRUMENT PREPARED BY AND SHOULD BE RETURNED TO: Nicholas N, Palmer, Esq. FOLEY & LARDNER LLP 111 North Orange Avenue, Suite 1800 Post Office Box 2193 Orlando, FL 32802-2193 (407) 423-7656 For Recording Purposes Only PEDESTRIAN, SIDEWALK AND BIKE PATH EASEMENT THIS PEDESTRIAN, SIDEWALK AND BIKE PATH EASEMENT (this "Easement") is made and entered into this /J- day of 2006, by C. FRED HUDSON, III, TRUSTEE OF THE C. FRED HUDSON, III, DE LARATION OF TRUST DATED MAY 23, 1999, AS AMENDED AND RESTATED whose address is 3290 West S.R. 46, Sanford, Florida 32771 (hereinafter referred to as the "Grantor"), for the benefit of the CITY OF OCOEE, a Florida municipal corporation, whose address is 150 North Lakeshore Drive, Ocoee, Florida 34761 (hereinafter referred to as the "Grantee"). (Wherever used herein the terms "Grantor" and "Grantee" include all the parties to this instrument and the heirs, legal representatives and assigns of individuals, and the successors and assigns of corporations, partnerships [including joint ventures], public bodies and quasi -public bodies.) WITNESSETH: WHEREAS, Grantor owns fee simple title to certain land located in the City of Ocoee, Orange County, Florida, said land being more particularly described in Exhibit "A" attached hereto and by this reference made a part hereof (hereinafter referred to as the "Easement Land"); and WHEREAS, a 25' Pedestrian, Sidewalk and Bike Path Easement (the "Existing Easement") contiguous to the Easement Land was dedicated to Grantee by virtue of that certain Lake Bennet Centre Lots 2, 3, 4 & 5 Replat, recorded in Plat Book 42, Page 36 of the Public Records of Orange County, Florida; and WHEREAS, Grantee has requested that Grantor create an easement across the Easement Land to be used in conjunction with the Existing Easement for the purpose of construction, operation and maintenance of pedestrian, sidewalk and bike path facilities; and WHEREAS, subject to the terms and conditions of this Easement, Grantor has agreed to grant and convey to Grantee an easement across the Easement Land. NOW, THEREFORE, in consideration of the covenants, promises, terms and conditions set forth herein, and for other good and valuable consideration, the receipt and sufficiency of which are hereby acknowledged, the Grantor hereby agrees as follows: Section 1. The above recitals are true and correct and are incorporated herein by reference. Section 2. Grantor hereby gives, grants, bargains, sells and conveys to Grantee a non- exclusive perpetual easement over, under, upon and across the Easement Land for the purpose of construction, operation and maintenance of pedestrian, sidewalk and bike path facilities, with full authority to do (including, but not limited to, enter upon, excavate, construct, operate, repair, and maintain) all things that Grantee and its assigns may deem necessary to accomplish same. In the exercise of its rights hereunder the Grantee and its assigns shall have the right to clear and keep all trees, undergrowth and other obstructions which may interfere with the Grantee's use of the Easement Land out of and away from the Easement Land and the Grantor agrees not to build, construct or create any buildings or other structures on the Easement Land that may interfere with Grantee's use of the Easement Land for the purposes set forth herein. The easement rights granted hereunder may, at the Grantee's option be exercised by the Grantee, it's employees, agents, contractors, engineers and consultants. Section 3. This Easement shall not be construed to grant the general public any rights or privileges with respect to the use of the Easement Land, except as may be specifically authorized by the Grantee in its sole discretion. Section 4. Grantor warrants and represents that he owns fee simple title to the Easement Land subject to matters of record and that Grantor has full power and authority to grant this Easement as to the Easement Land. Section 5. This Easement shall run with the Easement Land and shall be binding upon and inure to the benefit of the Grantee, and their respective heirs, legal representatives, successors and assigns. Section 6. This Easement may be modified or amended only upon the mutual written consent of the Grantee and Grantor, or their respective legal representatives, successors and assigns. [Signature Pames Followsl -2- IN WITNESS WHEREOF, the parties hereto have caused this Easement to be executed as of the day and year first above written. Signed, sealed and delivered in the presence of: P ' t Name ��-� L • G�� Print STATE OF FLORIDA COUNTY OF JFMIIML Hudson, III Declaration of Trust dated May 23, 1990, as Amended and Restated I HEREBY CERTIFY that on this day, before me, an officer duly authorized in the State and County aforesaid to take acknowledgments, personally appeared C. Fred Hudson, Trustee of the C. Fred Hudson, III Declaration of Trust dated May 23, 1990, as Amended and Restated, who VI is personally known to me or produced as identification, and that h same in the presence of two subscribing witnesses, freely and purposes therein expressed. e acknowledged executing the voluntarily, for the uses and WITNESS my hand and official seal in the County and State last aforesaid this day of rk7/3f—/ , 2006. JOANNE K. GRAVES qgnVature of Notary Notary Public - state of Florida . = tiny Commission �m Aug 2, 2008 Commission* DD 105552 Bonded By Notional Notary Assn. Name of Notary (Typed, Printed or Stamped) Commission Number (if not legible on seal): My Commission Expires (if not legible on seal): -3- JOINDER AND CONSENT TO EASEMENT The undersigned hereby certifies that, SUNTRUST BANK, having an office at 21=s. L C (_ is the holder of the following mortgages, liens or other encumbran es: -3"' i 1. Mortgage executed by C. Fred Hudson, III, Trustee, in favor of SunTrust Bank, recorded August 27, 1999, in Official Records Book 5826, Page 2388; as modified by Note and Modification, recorded in Official Records Book 5838, Page 2893, all of the Public Records of Orange County, Florida. 2. Mortgage executed by C. Fred Hudons, III, Trustee, in favor of SunTrust Bank., recorded August December 27, 2002, in Official Records Book 6720, Page 1086 of the Public Records of Orange County, Florida. and that the undersigned hereby joins in and consents to the conditions and terms of the foregoing Pedestrian, Sidewalk and Bike Path Easement (the "Easemnet") made by C. Fred Hudson, III, Trustee of the C. Fred Hudson, III, Declaration of Trust Dated May 23, 1999, as Amended and Restated for the benefit of the City Of Ocoee and agrees that the above -described mortgages shall be subordinated to the Easement, and further consents to the recording of said Easement in the Public Record of Orange County, Florida. IN WITNESS WHEREOF, the undersigned has caused these presents to be executed this 4 day of c 6,-, , 2006. Signed, sealed and delivered in the presence of. Print Name: SUNTRUST BANK By: Name: 7—ttp .., S. Title: a -re- p,�s.o'�c.•t ME STATE OF Florie4o- COUNTY OF c-v) c / The foregoing ins e t was acknowledged efor meYis 1 �� day of2006,by �GiSur� S� Ci i i� the �, iC`�-rj 1� f SUNTRUST BANK, on behalf of said company. He/she"[.i] is personally known to me, or [ ] produced as identification. (NOTARIAL SEAL) A , -; t� a Notary Publi Print Name: �� My Commission Expires: -5- M Exhibit "A" (Easement Land) w ( � ARC SCA VIS r ):4 715 E. SOUTH STREET ORLANDO, FL 32801 PHONE: (407) 362-1800 FAX: (407) 362-1797 INDEX OF DRAWINGS BHT. NO. DESCRIPTION COVER SHEET 1 BOUNDARY AND TOPOGRAPHIC SURVEY D-1 DEMOLITION PLAN T-1 TEMPORARY CONDITIONS PLAN C-1 SITE LAYOUT PLAN C-1A EASEMENT CONFIGURATION PLAN C-2 GRADING AND DRAINAGE PLAN C-2A STORMWATER POLLUTION PREVENTION PLAN (BWPPP) C-3 UTILITY PLAN C-4 DETAILS AND NOTES 0-5 DETAILS AND NOTES C-6 DETAILS AND NOTES LA-1 EXISTING SITE INVENTORY LA-2 SITE LANDSCAPE INVENTORY REMOVAL LA-3 LANDSCAPE PLANTING PLAN LA-4 LANDSCAPE IRRIGATION PLAN LA-5 DETAILS AND NOTES SP-1 PROPOSED BLDG. AND PARK. GARAGE - GRD. -I- L 2 SP-2 PROPOSED PARKING GARAGE - LEVEL 3 -F 4 SP-3 PROPOSED PARKING GARAGE - LEVEL 5 A201 EXTERIOR ELEVATIONS A202 EXTERIOR ELEVATIONS E100 SITE LIGHTING PLAN CONDITIONS OF APPROVAL: 1. ALL SITE LIGHTING SHALL COMPLY WITH THE STATE ROAD 50 ACTIVITY CENTER STANDARDS. 2. ALL CURBS SHALL BE PAINTED RED ADJACENT TO ALL FIRE LANES. 3. THE CITY OF OCOEE IS SUBJECT TO THE TERMS, PROVISIONS AND RESTRICTIONS OF FLORIDA STATUTES, CHAPTER 163, CONCERNING MORATORIA ON THE ISSUANCE OF BUILDING PERMITS UNDER CERTAIN CIRCUMSTANCES. THE CITY HAS NO LAWFUL AUTHORITY TO EXEMPT ANY PRIVATE ENTITY OR ITSELF FROM THE APPLICATION OF SUCH STATE LEGISLATION AND NOTHING HEREIN SHALL BE CONSTRUED AS SUCH AN EXEMPTION. 4. ALL ROOF —MOUNTED EQUIPMENT SHALL BE PROPERLY SCREENED. 5. EXCEPT AS SPECIFICALLY NOTED ON THIS PLAN, DEVELOPMENT OF THIS PROPERTY SHALL BE CONSISTENT WITH THE REQUIREMENTS OF THE CITY OF OCOEE CODE. 6. ANY DAMAGE CAUSED TO ANY PUBLIC ROAD AS A RESULT OF THE CONSTRUCTION ACTIVITIES RELATED TO THE PROJECT SHALL BE PROMPTLY REPAIRED BY THE OWNER TO THE APPLICABLE GOVERNMENTAL STANDARDS AT THE OWNER'S SOLE COST AND EXPENSE. 7. NO PERSON SHALL UNDERTAKE LAND CLEARING OR THE REMOVAL OF ANY PROTECTED TREES WITHOUT FIRST OBTAINING A PERMIT FROM THE BUILDING DEPARTMENT. THE REMOVAL OF PROTECTED TREES SHALL BE MINIMIZED TO THE MAXIMUM EXTENT POSSIBLE, AND NO AUTHORIZATION SHALL BE GRANTED TO REMOVE A TREE IF THE DEVELOPER HAS FAILED TO TAKE REASONABLE MEASURES TO PRESERVE THE TREES ON SITE. S. A PERPETUAL, NON—EXCLUSIVE ACCESS EASEMENT OVER ALL INTERNAL ROADWAYS AND OTHER PAVED AREAS IS HEREBY GRANTED IN FAVOR OF THE CITY OF OCOEE AND OTHER APPLICABLE AUTHORITIES FOR LAW ENFORCEMENT, FIRE, AND OTHER EMERGENCY SERVICES. THE CITY MAY REQUIRE THAT THE OWNER EXECUTE AN EASEMENT IN RECORDABLE FORM WITH RESPECT TO THE FOREGOING. 9. ALL UTILITIES, INCLUDING EXISTING (ON SITE) OVERHEAD WIRES SHALL BE PLACED UNDERGROUND. 10. ALL LEGAL INSTRUMENTS ARE SUBJECT TO REVIEW AND APPROVAL BY THE CITY PRIOR TO APPROVAL OF THE FINAL SITE PLAN. 11. STORMWATER MANAGEMENT SHALL BE PROVIDED CONSISTENT WITH THE REQUIREMENTS OF THE OCOEE LAND DEVELOPMENT CODE AND THE ST. JOHNS RIVER WATER MANAGEMENT DISTRICT. 12. THE DEVELOPER SHALL CONSTRUCT APPROPRIATE CURB CUTS TO ENABLE CONSTRUCTION OF RAMPS AT ALL RIGHTS —OF —WAY INTERSECTIONS (AND OTHER AREAS AS REASONABLY REQUIRED) IN ORDER TO ACCOMMODATE ACCESS TO SIDEWALKS AND STREETS FOR PERSONS WHO ARE IN WHEELCHAIRS AND OTHER PERSONS WHO ARE PHYSICALLY CHALLENGED. 13. ALL BUILDING AND SITE SIGNAGE SHALL COMPLY WITH THE CODE OF THE CITY OF OCOEE. 14. APPROVAL OF THIS PLAN IS SUBJECT TO AND CONDITIONED UPON RECEIPT BY THE CITY OF OCOEE OF WRITTEN CONSENT FROM THE OWNER OF LOT 7 OF LAKE BENNET CENTRE, ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 35, PAGE 126, PUBLIC RECORDS OF ORANGE COUNTY, FLORIDA, PURSUANT TO SECTION 8.2 OF THE DECLARATION OF EASEMENTS AND RESTRICTIVE COVENANTS RECORDED IN O.R. BOOK 5009, PAGE 4768, PUBLIC RECORDS OF ORANGE COUNTY, FLORIDA. IMINARY/ INAt. SITE PLAN PARCEL 11D: 8 4 •• • • LOCATION MAP N TS SECTION 20, .TOWNSHIP 22, RANGE 28 APPLICANT: 0. FRED HUDSON 1117 TRUSTEI-IM 3290 W. FIRST STREET SANFORD, (407) • / / OWNER: C. FRED HUDSON ill, TRUSTEE 3290 W. FIRST STREET SANFORD, FL 32771 (407) 323-9644 . ENGINEER/AGENT: Ftl MITCH COLLINS, P.E., INC. CONTACT: MITCH COLLINS, P.E. 715 E. SOUTH STREET ORLANDO, FL 32801 (407) 362-1800 LEGAL DESCRIPTION: - LOT 3, LAKE BENNET CENTRE LOTS 2, 3, 4 8c 5 REPLAT, AS RECORDED IN PLAT BOOK 42, PAGES 36 & 37 OF THE PUBLIC RECORDS OF ORANGE COUNTY, FLORIDA STATEMENT OF OWNERSHIP. - THE PROPERTY AND ALL IMPROVEMENTS AS SHOWN ARE OWNED AND SHALL BE MAINTAINED BY C. FRED HUDSON 111, TRUSTEE. GENEKAL STATEMENT: THE CHARACTER AND INTENDED USE OF THIS DEVELOPMENT SHALL BE THE CONSTRUCTION OF A FURNITURE STORE EXPANSION ALONG WITH THE ASSOCIATED UTILITIES, ACCESS ROADS AND WATER MANAGEMENT FACILITIES. SITE DATA: PROJECT NAME: HUDSON FURNITURE AT OCOEE BUILDING EXPANSION ADDRESS: 10401 WEST COLONIAL DRIVE OWNER ADDRESS: 3290 W. FIRST STREET SANFORD, FL 32771 TELEPHONE: (407) 323-9644 FAX: (407) 708-5218 ZONING/LAND USE DATA: ZONING: C-2 SITE AREA (DEVELOPABLE): 72,963 S.F. = 1.675 ACRES (PER SUBDIVISION PLAN) IMPERVIOUS (PROPOSED):. 46,106 S.F. = 1.058 ACRES ® 63.197. IMPERVIOUS (EXISTING): 49,461 S.F. = 1.135 ACRES 0 57.79% IMPERVIOUS (MAXIMUM): 58,370 S.F. = 1.340 ACRES 0 80.00% (PER SUBDIVISION PLAN) OPEN SPACE: 26,857 S.F. = 0.617 ACRES 0 36.81 7. BUILDi;.'G FOOTPRINT: 26,134 S.F. = 0.600 ACRES (9> 35.82% BUILDING FOOTPRINT: 44,933 S.F. = 1.031 ACRES ® 61.58% PAVEMENT: 18,926 S.F. = 0.434 ACRES ® 25.94% SIDEWALK: 1,046 S.F. = 0.024 ACRES @ 1.43% GREEN SP_AZE: 26,857 S.F. = 0.617 ACRES 0 36.81 % REQUIRED SETBACKS: FRONT (SOUTH): 50 FEET REAR (NORTH): 20 FEET SIDE (EAST): 25 FEET FROM EASEMENT SIDE (WEST): 25 FEET CUMMINS SURVEYING AND MA PPIN07 INC. ORLANDO, FLORIDA (407) 894-4254 REVISED LARGE SCALE PRELIMINARY sj'rs= man ewi PARKING REQUIREMENTS- PARKING REQUIRED: REGULAR PROVIDED: HANDICAPPED PROVIDED: TOTAL PROVIDED: UTILITY COMPANIES: ELECTRICITY: WATER AND SEWER: TELEPHONE: GAS: WAIVER NUMBER WAIVER REQUEST CODE SECTION CODE STANDARD PROP. CODE STANDARD JUSTIFICATION PARKING REQUIREMENT 1 THIS WAIVER SHALL TERMINATE IN THE EVENT THAT THE CITY OF OCOEE DETERMINES THAT ADDITIONAL PARKING IS REQUIRED OR IN THE EVENT THAT THE PROPERTY IS NO LONGER OCCUPIED AS A RETAIL FURNITURE STORE. 6-4 G—g.h PER GROSS SQUARE FOOTAGE (181 SPACES) (47 SPACES) A RETAIL FURNITURE STORE GENERATES LESS TRAFFIC AND REQUIRES LESS PARKING THAN OTHER RETAIL ESTABLISHMENTS AND A CONTINGENCY PLAN FOR FUTURE RETAIL PARKING REQUIREMENT SCENARIO HAS BEEN PROVIDED. 2 MAXIMUM BUILDING HEIGHT Table 5-2 45 FEET 55 FEET — 6 INCHES 35.82% 61.58% OFFSETTING PUBLIC BENEFIT PROVIDED BY PEDESTRIAN EASEMENT ON WEST SIDE OF PROPERTY BEING DEDICATED TO THE CITY. 3 MAXIMUM BUILDING COVERAGE (PROPOSED) Table 5-2 30% OFFSETTING PUBLIC BENEFIT PROVIDED BY PEDESTRIAN EASEMENT ON, WEST SIDE OF PROPERTY BEING DEDICATED TO THE CITY. 4 MAXIMUM BUILDING COVERAGE (FUTURE) I j Table 5-2 30% OFFSETTING PUBLIC BENEFIT PROVIDED BY PEDESTRIAN EASEMENT ON WEST SIDE OF PROPERTY BEING DEDICATED TO THE CITY. 36,139 S.F. RETAIL TOTAL 5/1000 X 36,139 S.F. = 181 SPACES 45 2 47 PROGRESS ENERGY 3250 BONNET CREEK ROAD LAKE BUENA VISTA, FL 32830 (407) 938-6683 CITY OF OCOEE 150 N. LAKESHORE DR. OCOEE, FL 34761 (407) 656-2322 BELLSOUTH 500 N. ORANGE AVE., SUITE 400 ORLANDO, FL 32801 (407) 245-3015 LAKE APOPKA NATURAL GAS P.O. BOX 783007 WINTER GARDEN, FL 34778-3007 (407) 656-2734 L0 0 0 Cu CD cD 0 N 0 z a, 3 CM a •a 0 Q 0 00 rn 3 O O Q 0 m 0 CC CL U LEGEND CATV BURIED CABLE TELEVISION -OHL OVERHEAD UTILITY LINES eT BURIED TELEPHONE w WATER LINE FM FORCEMAIN _BP_ BURIED POWER E GUY WIRE ■ CONCRETE UTILITY POLE cQ.3 WOOD UTILITY POLE 19 ELECTRIC JUNCTION BOX TV& UTILITY RISER CABLE TELEVISION E® UTILITY RISER ELECTRIC TA UTILITY RISER TELEPHONE - ® WATER METER wV M WATER VALVE GAS VALVE sv �Q SEWER VALVE ICV �Q IRRIGATION CONTROL VALVE �Q RECLAIMED WATER VALVE QS SANITARY SEWER MANHOLE ® DRAINAGE MANHOLE (D TELEPHONE MANHOLE co FIRE HYDRANT Ui • CLEANOUT N LIGHT POLE �- SIGN ® WELL © BOLLARD T- CENTERLINE A DELTA ® DROP INLET ® TRAFFIC SIGNAL BOX zt ABBREVIATIONS 0 O co AC: ACRES A/C AIR CONDITIONER O (C) CALCULATOR C.B. CHORD BEARING CONC. CONCRETE CMP CORRUGATED METAL PIPE (D) DESCRIPTION D.B. DEED BOOK D.O.T. DEPARTMENT OF TRANSPORTATION ELEV ELEVATION ESMT EASEMENT E/P EDGE OF PAVEMENT FND FOUND (G) GOVERNMENT INV. INVERT L ARC LENGTH LB LICENSED BUSINESS (M) MEASURED N/D NAIL & DISK O.R. OFFICIAL RECORDS P.B. PLAT BOOK (P) PLAT PG. PAGE PCP PERMANENT CONTROL POINT PRM PERMANENT CONTROL MONUMENT N 89043'51" W 35.00' W R RADIUS REC RECOVERED Cn O o `vV R/W RIGHT OF WAY RCP REINFORCED CONCRETE PIPE O SEC. SECTION T.B.M. TEMPORARY BENCH MARK CL O 00z r SURVEYOR'S NOTES: 00 1. THIS SURVEY WAS PERFORMED WITH THE BENEFIT OF ATTORNEYS' Go TITLE INSURANCE FUND COMMITMENT # 37054-001, DATED 4-13-2004. n CID 2. ELEVATIONS ARE BASED ON ORANGE COUNTY BENCHMARK No. R-350-028, POSTED AS BEING 126.457 NGVD 29. 3. THIS SURVEYOR UTILIZED THE SUNSHINE ONE CALL SYSTEM FOR THE LOCATION OF UTILITIES. TICKET No. 687-025, UTILITIES CONTACTED WEREAS FOLLOWS, SOUTHERN BELL TELEPHONE, CABLEVISION INDUSTRIES, SPRINT -UNITED TELEPHONE, FLORIDA POWER CORPORATION, WORLDCOM NETWORK SERVICES, LAKE APOPKA NATURAL GAS DISTRICT; GUARD CITY OF OCOEE UTILITIES. ASPHAI 4. THE UNDERGROUND UTILITIES ARE BASED ON REMNANT LOCATIONS BY OTHERS, NO UNDERGROUND LOCATIONS HAVE BEEN PERFORMED BY THIS SURVEYOR. ONLY ABOVEGROUND STRUCTURES HAVE BEEN SHOWN. 5. BEARINGS ARE BASED ON THE NORTH LINE OF LOT 3, LAKE BENNET CENTRE LOTS 2, 3, 4 & 5 REPLAT BEING N89'27'13"W, PLAT AND MEASURED. 6. LOT 3 OF THIS PLAT DOES NOT FORM A CLOSED GEOMETRIC FIGURE USING THE PLAT INFORMATION, THE MEASURED DIMENSIONS ARE FOR CLOSURE PURPOSES. 7. THE PROPERTY SHOWN HEREON LIES BOTH IN FLOOD ZONES A4 (AREAS OF 100 YEAR FLOOD; BASE FLOOD ELEVATIONS AND FLOOD HAZARD FACTORS DETERMINED), AND ZONE C, (AREAS OF MINIMAL FLOODING). PER FIRM COMMUNITY PANEL 120179 0175 C, DATED JUNE 15, 1984. 8- THIS SURVEY IS ONLY FOR THE USE OF THE PARTIES LISTED. 9. DOCUMENT FOR THIS UP -DATED SURVEY INCLUDED A DISTRIBUTION EASEMENT ACROSS A PORTION OF LOT 4, LAKE BENNET CENTRE REPLAT. THERE IS NO LOT 4 IN THE REFERENCED PLAT. RECOVERED 4"x 4" CQNCRq E Y MONUMENT, (TOP BROKEN)1 Z t o R=125= MITERED END SECTION j art L=35.77 INS 113.52 r.. Td h =1 8.01 RECOVERED NAIL & Delta=16'23'38"(M) ' ' / / DISK PLS 5036 Del h -� �' ' f �to=16 23 42 ( / '4V M - o / i I ``✓ MtTEF�ED END SECTION ~- _. _ �f DRAIN AGE ANHOLE - S� _._._._ 1 I _- __ ._ w_- TOP 119.61 /S89"27 -I % INV. 114.9Q.,,.18_._P_1/G_ - _.____..______..._.___..NORTH LINE LOT 3 13�' E 729.10' (C & , j/ 2� 7��g.37 (P� -------.-. SOUTH INVERT NOT - - -�' AVAUABLE DUE TO - '- `- - - /;'�^_ - _. • . t ` OFFSET MANHOLE %..REfm,\"Fn REBAR & - - - j Cpp LB 97 5 PUBLIC TILT' ENT SPH kLT PARK NGU, oQ _ INLET' / C.,- INLET GRATE 119.85 GRATE 119.93 INV. 116.86 E. G (BY PLAT) I INLET INV. 117.04 W 116.70 N. %'� INLET 119:07 GRATE 119.97 D INV. 115.87 N. 18" PVC INV. 116.42 W 18" PVC RECOVERED NAIL T _ © 115.93 E. 18" PVC 116:47 S: 18" PVC / & DISK NO ID. a �^ IN / ✓w BRICK PAVERS w . O ^ WITH METAL BENCH 411-, � SANITARY MANHOLE L � • / f / f / INV.112.06 W. INVERT NOT OBTAINABLE BECAUSE CONCRETE WALK CONCRETE WALK OF OFFSET MANHOLE R=175.00 6 29 ; L=118.54 6� J ° / a L=138.30 9ti .. - belt== 5 5.48. '' 10' UTILITY EASEM TRANSF RMER Tan=62.56 Tan=72.99 NT-•--,.. Delta=45°16'48" RECOVERED 4"x 4" CONCRETE f / MONUMENT, #5036 CONCRETE BLOCK BUILDING RECOVERO NAIL ' 25, 7' & DISK PLS 5036 FINISHED FLOOR ELEVATION 121.05 55' CONSERVATION EASEMENT i r W CITY OF OCOEE �,' /' BACKFLOW PREVENTOR - SIGN & LANDSCAPE EASEMENT (LJ i 25.13' < 0 4, 0 120 o I- 120 O - __� RECOVERED POINT ON LINE / �' /\� ri 11 120 CONCRETE 5/8• REBAR &CAP DRAINAGE MANHOLE m - -- - - 4 r� 12os1 -�-. RECOVERED 4"x " PSM 559Z 11't WEST ,�/ �-- -__ _ _ _ _ .`1`-__ -nav�tss2 w --' bj MONUMENT, #5036 - - �.l 20 DR INAGE EAS�tu1ElTP LIC UTILI EASEMENT - _- - 116.89_ OF SIDEWAuc 104.57' __ -- - _Qj -OHL OHL aN1 L OHL-- - _ -- dx OHL ! HL--- OHL -_---�R-�EpCqOV��f � L & DISK I ___�______._....____-�L"`�w POINr Do �` cns upltl�-a- DROP INLET - -- NOT DI MAR ER " TOP 118.92 18 Rep INV. 116.34 END SECTION -- --- --- .w WQ W- -w y� _ w W wV W ---__ RECOVERED NAIL L=39.35 __ __ R=25.©0 BOX �__.__-__ __._....____-_.__.--•._..__-_-. &DISK PLS 5o3s T:B.M: i W CORNER OF FM - FM _ FN F7A E1 Ai7- ' ''- FM FM FM Delta=90'11'1 4" _ -_ - -- -- ELEV. 1�Rgl Tan=25.08 STATE ROAD #50 BOUNDARY AND TOPOGRAPHIC SURVEY SURVEYOR &MAPPER W RESPONSIBLE CHARGE ,#LS 5592 REMOVED TRACT "A" B-03-04 MlCHAEL D. CUMMINS, JR. j ADDED BOUNDARY AND TOTIO FOR TRACT "A" 7-09-04 ADDED AS -BUILT INFORMATION 4-01-04 NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL RAISED CERTIFIED 10: ADDED CONCRETE BLOCK BUILDING, BOUNDARY NOT UPDATED. 11=08--•99 SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. DESCRIPTION: SUNTRI ST BANK, EAST CENTRAL FLORIDA REVISED BOUNDARY SURVEY TO REFLECT REPLAT INFORMATION, TOPOGRAPHIC SURVEY NOT UPDATED 7-29-99 G FRE r HUDSON, III, AS TRUSTEE ADDED CERTIRCATION 11-24-98 ATTORNFEYS TITLE INSURANCE FUND, INC. LOT 3 ,LAKE BENNET CENTRE LOTS 2, 3, 4 & 5 PREPARED FOR: CUMMINS SURVEYING AND MAPPING, INC. SCALE: 1"= 30' TECHNICIAN:MDC REPLAT, AS RECORDED IN PLAT BOOK 42, PAGES 36 & 37 OF THE 2758 Susonda PUBLIC RECORDS OF ORANGE COUNTY, FLORIDA. C. FRED HUDSON, I11 Orlando, Florida Drive 32812 ISSUE DATE: 10-01-98 PROJECT NO. 98040 (407) 894--4254 SURVEY DATE:9-25-95 FIELD BOOK No. 98-02 E-mail: mc56kdbellsouth.net Certificate of Authorization LB 6983 SHEET No. 1 OF 1 SANITARY MANHOLE P 119;60 R 1 2 .0 r "' j `t' S� NOV. 110.95 S. f 11 11o.4j8 sw. L= 61. 1 ELF-P IC BOX' NORTH INVERT NOT COMMU AVAILABLE DUE TO Ta 1 . 0 1 lilON ��• +� / �% / BLOCK DUMPSTER � � �� Bo11 0 OFFSET MANHOLE Delta=2817 08 (M) f' TR S,643RM NUMBER OF REGULAR Delta=28"17'04"(P .� 'h f' .- ® J! PARKING SPACES L=116.97 _ f�\ INLET (TYPICAL} 150.00 Delta 4-V40'46" GRAT +o ! / E 1i9.39 9 Tan=61.64 ��o~/ ;'+ t 115.21 N. 18' PVC / f�`; :' :� f 1 .28 S. 18" PVC A HA T P RKIN 1 0 AINAGE EASEM T f � f APPARENT PHYS LAKE BENNET /-" ` 1k ;j &EPQ D SK RPLS 50I36 SIDEWALK CROSS CONSERVATION EASEMENT CITY OF OCOEE �- ,yr'� f �SPN LT FY OF OCOEE DRAINAGE EASEMENT J;" j, J: 12 ARK I G R COVERED NAIL & DISK PLS 5035 EDGE OF WATER ,41 / '' i ,l t 0' DRAINAGE EA €M€ T'/ O -DRAINAGE MANHOLE � (PER PLAT) ��' tf. r''~ - ,', / iNv ns ss N. GRA 19.13 ASPHALT DRIVE INV. 115.65 N & S BRICK PAVERS WITH / 116.27 S. PVC METAL BENCH 116.24 E n, RECOVERED 4"x 4" CONCRETE 11 MO U E T, (OP 3RO EN) / ip yi \ ' 10 G5 wV SANITARY MANHOLE TOP 120.41 AS AL PA KING .�� NV. 111.56 S NORTH AND EASTINVERTS NOT OBTAINABLE BECAUSE R S OF OFFSET MANHOLE '25' CITY OF OCOE�'•.PEDES TAN, - � � - ,.----" /l. ! SIDEWALK & BIKEPATH E 5EMENT 100 YEAR FLOOD LINE ASPf IALT PAR JNG FIRE blMiMENf CON ECTIO Q _0 ry O li W O Lei W O U oz O 00 z Qz Q w Q 0' or a: X o L �-w 0 zU w �Z D — U. Z W ry r) — ®M � W J z o 0 d- 0 r- If ^ ALI 1 1 11� O w w 0000 rn �. ry 05 I 1 U) r1r) (.0 N J J = —I po CD LL AM, Q0 O 1 0 z vv �l W Q W Lr) ry .— O z X O Q 21 ti 2.1 A" Al >rawn by. M.C. 'he cked by. M.C. )ATE 8— 04— 04 'CA LE = 2 0' OB NO: 240— 002 SHEET N0: D-1 of C—C) SHEETS GRAPHIC SCALE 20 0 10 20 IN FEET 4 f' N1 r + 1 °I 1 1 L A i ?,- f t { 40 L A I �. I 1 inch = 20 ,;+ r 1 r f,♦< f 1 -', I ,tir+ r''` f v, •V: -r� 1`. 2 ,...:I ��V t�.`.!I_. _�- 1_.i. ;:l l..l i �j ��, 1 701 N -1 L1 �,I �:.i f � ._. i��k.:.,l 1', E M1TE_RErg EriD --- 't! V: i 6. "11 j''iOk) TI 11y1\/E R IF 1'',I ` I R=0l-715!I_00 i ' ... :, � r � :`y IL= 39.35 R=25.00 IDelta=90'11'14" 'Tan=25.08 NOTE: REPRODUCTION OF THIS PLAN IS INVALID UNLESS CONTAINING ORIGINAL SIGNATURE AND EMBOSSED WITH ENGINEER'S SEAL AS PER CHAPTER 21H.23.002 FLORIDA ADMINISTRATIVE CODE. KEY NOTES: 1. RELOCATED ENTRY DOORS (SEE ARCH. PLANS) 2. 10' WIDE TEMPORARY CONCRETE SIDEWALK (SEE DETAIL) (TO BE REMOVED AT THE END OF CONSTRUCTION) 3. RESTRIPE PARKING AS SHOWN FOR TEMPORARY HANDICAP SPACES (SEE DETAIL) (RESTRIPE BACK TO ORIGINAL CONDITION AT THE END OF CONSTRUCTION) 4. REMOVE EXISTING CURBING IN THIS AREA FOR HANDICAP ACCESS (REPLACE CURBING AT THE END OF CONSTRUCTION) 5. 5' WIDE TEMPORARY CONCRETE SIDEWALK (SEE DETAIL) (TO BE REMOVED AT THE END OF CONSTRUCTION) E LANDSCAPE PLANTING PLAN FOR ANY TREE/SHRUB VAL OR RELOCATION. SEE SHEET D-1 FOR ADDITIONAL INFORMATION. TOTAL TEMPORARY PARKING PROVIDED = 27 SPACES MITCH COLLINS, P.E.# 54608, STATE 96F FLORIDA 712 DATE REV/DATE BY B— 24— 05 AS PER CITY M.C. 11-14-05 AS PER CITY M.C. Z�7 M 4 A" 1 O W 000 ryOD f.- (n ro (o N F- LL 00 1 0 M C O v O �l Lj Q W v LoOOQ r = I.t_ n Drawn by: M.C. Checked by. M.C. DATE 8-04-04 SCALE 1 " = 20' JOB N0: 240— 002 SHEET NO: T-1 of C-6 SHEETS REV/DATE BY 1-4-05 AS PER CITY M.C. 4-4-05 AS PER CITY M.C. B-24-05 AS PER CITY M.C. 11-14-05 AS PER CITY M.C. a 0 ry o LL W 0 W W O U oz O 00 z Q QZ n WQ 0 O ry D X Q O W w w — z�. _ Cc Z LL z J W � - 0¢ m z rn V, O J O ® U) W O d- O 7 ^2-1 1 1 1 11� W W o 000 �. 0' 0 I 1 V) N �N �rf) LL- 1 .�� (A Q z 0 .. i �l W JQ LiJ L 0_ 0 z X 0 < 0- ti ';-r " A ._I Drawn by: M.C. Checked by. M.C. DATE 8- 04- 04 SCALE 1 " = 2 0' JOB NO: 240- 002 SHEET NO: C-1 Of c-s SHEETS GRAPHIC SCALE .30 0 15 30 60 IN FEET I inch = 30 ft IF"i 11 Cil 11 17-1 Ul C, Z 1 0 0 irg M I. rr Ir ICI — 2I P-I II it t [1pal 8;� t al 14111"II -2. - 1 0, S041-21' _Z1 31"VIt' 4" -0 I)IGH 1 0 F K/0 jr =n, Er, ;; r j�; qji, prr i-,; I_9 in 'j m m j IN IN 0 (A > J EXISTING 25WIDE PEDES"T(f�4-AN, fi SIDEWALK AND BIKEPATH,1,`-,_i t EASEMENT r'I ..... ..... . . . 'p . .. ... I .. ... ... .... sz, y'. lit It u) u I Vill .... ... . . .... . q to 70 1 d-T 71-7 TI 1 7; F o, JI iI U r.rI55 it 10) Y iz. ]L'i (_;d 'T --------- --- Vi u: "0 11 fie J P H NOTE: REPRODUCTION OF THIS PLAN IS INVALID UNLESS CONTAINING ,ORIGINAL SIGNATURE AND EMBOSSED WITH ENGINEER'S SEAL AS �PER CHAPTER 21H.23.002 FLORIDA ADMINISTRATIVE CODE. MITCH COLLINS, P.E.# 54608, STA E OF FLORIDA a ,2 13 �� DATE REV/DATE BY 1-5-06 AS PER CITY M. C. C) W O LL_ W O Ld LIJ 0 C) U 0 < Q0 z n Co �7 0 Q z <WQ n D D (L X zoF.W 0 C) z It D Z LL (W < LLJ z j W > ry 0 D O <1 z 0 _j 0 C) I I- V) LLJ � `4- 0 Ap A" 41#1 131 Im 0 all W— 0 0 oo th j N I_- 0 0 V) r) 0 V 0 z _j Ld r. to Qf 0 z x 0 < I: LL A" 27 Al" Drawn by. M. C. Checked by. M. C. DATE 8-04-04 SCALE 1 = 302 JOB NO: 240-002 SHEET NO: C-1A Of C-15 SHEETS . ....... ..... . Ip -E -7 2-9.11 0,1:, s 8902 & M) II... ......... .. . .......... .......... . ...... .... . .. I. . . ...... .... IIIII.. ....... .... IIIIIIIfIIIIIIfIIF 1 IlIIIIIIII9 4 Ij IIIIfIIII7 Iii fII1 20. IGRAPHIC SCALE 2,0 0 10 20 4,0 1 0 m owl IFEET) 1 inch 20 ft. Iell, IP, P IIIle I1120 I. IfeeIIIIAl Iv I LA Ve IlTTifr Ij 11 I'Tan " 1 �o IQelta=281 iff;,2817'04"( 6 IlI 'I F1'v'C IIP vc IIIF)l I All, IIi I1 .8 R20.4 II30�Ell o I 2Q. II119.801 20.2 t-2 C r. IF1 20. 3 IIIF1 20.1 b 5 IE 1'�, I I120. 19.95 III20. N-L F12 0. 1''120.1JR ei III---------- fB rl 20..'� I12 . III0� I945, I 120. 120.1 ou 1 0 1 . . ..... .... 120. ITIitlif 120. 120. tI1120. 120 IE 'I 9 T1\1 I!1 7. llR E C' VT71 1) \1 /d O N IEXPAN S1 IF R�,`S IIII IIALL STORM INLET TOPS SHALL BE PRE -CAST. tt 1 j I01 -00 12(i I138 3 8. 30 72.9' T4� II16A IIIfTiTOTAL 36,139 S.F. Ir- u IN41 I u ri t 1 k-1.) r1l t I4`� 1' I I'�. 1", d "I' T'036 C-2 IIIIIAl L. II7 Ij II48 f2 F] I H IEXISTINO FURNITURE STORE .. 15,615 S. F. LL F.F. EL. 1 21.05 IfI2 C 0, ----- _-_ ........ . ..... . I0 III- WATER r- BASINGER FINE SAND TAVARES FINE SAND SOILS MAP --- -------- ---- I I----------(55, In IfA I 1\1 A -- - - ------- -- --------... .... ... IL=39.35 L IIR=25.00 IDelta=9001 1 1 4" ITan=25.08 I. II*2 ... .. ......... . t - -------- IIIIfI... ............. IIIIV E -F ITII 01:ZII I 1-1 SC_. -1 I E 1 T ri I.. . .......... . IAf` V - - - --------- - ........ . ... ifROAEX INOTE: rl (!REPRODUCTION OF THIS PLAN IS INVALID UNLESS CONTAINING iORIGINAL SIGNATURE AND EMBOSSED WITH ENGINEER'S SEAL AS :PER CHAPTER 21H.23.002 FLORIDA ADMINISTRATIVE CODE. GRADING LEGEND EL ELEVATION TYP TYPICAL L.F. LINEAR FEET .C.O. CLEANOUT INV INVERT ELEVATION tEXISTING ELEVATION 50.23 SPOT ELEVATION DRAINAGE INLET MITERED END SECTION DRAINAGE PIPE IEXISTING EASEMENT (DEPICTED ON PLAN) EASEMENT (DEPICTED ON PLAN) SURFACE STORMWATER FLOW HDPE HIGH DENSITY POLYETHYLENE PIPE RCP REINFORCED CONCRETE PIPE FF FINISHED FLOOR STORM SEWER STRUCTURE ID HAY BALE SILT FENCE BARRIER (SEE SHEET C-2A) ASPHALT PAVEMENT (SEE DETAIL) KEY 1440"I"ES: O 1. MATCH EXISTING GRADE 2. SIDEWALK LEVEL WITH ASPHALT AT HANDICAP RAMP 3. 85 L.F. OF 18"O HD RE 4. 37 L.F. OF 18"O HDPE 5. 85 L.F. OF 18"O HDPE 6. INSTALL NEW STORM INLET ADJACENT TO EXISTING STORM PIPE AND CONNECT AFTER SAWCUTTING. 7. EXISTING STORM PIPE TO REMAIN (SEE SHEET D-11) 8. EXISTING MASTER RETENTION POND 9. PROPOSED 2' WIDE BREAK IN CURB FOR DRAINAGE IA, L N WE OR Al LW, IV, Ov 12% L*11 ME IN I A N' WE LN Ovrd MA LWA MA MA MA S'rORMWA'lrER AREA INSET STORM STRUCTURE TABULATION STRUCTURE TYPE OF GRATE EL. N. INV. S. INV. E. INV. W. INV. NOTES STRUCTURE MATCH s - 1 TYPE "C" 120.80 116.30 EXIST. 116.62 - - (SEE DETAIL) S - 2 STORM MANHOLE 120.20 115.90 - 115.90 (SEE DETAIL) S - 3 TYPE "C" 119.80 - 115.80 115.80 (SEE DETAIL) MATCH S - 4 TYPE "C" 119.70 EXIST. 115.50 115.60 - (SEE DETAIL) MITCH COLLINS, P.E.# 54608, STATIE OF FLORIDA - DATE REV/DATE BY 1-4-05 AS PER CITY M.C. 4-4-05 AS PER CITY M.C. -24-05 AS PER CITY M.C. 11-14-05 AS PER CITY M.C. 1-5-06 AS PER CITY M.C. W 0 WW LLO Uz 0 O 0 n Ill CD < T IL Lr_ X 0 LL_ W < z Z < LL z > ry Om- W 0 O (D A" 0 0 W LLj LJ 00 0) ILN U) V) T _j F-- D 0 0 C) 0 N q- 0 z < LLI Lo (If 0 z x 0 < T LL IL A" ti .A Drawn by. M.C. Checked by. M.C. DATE B-04-04 SCALE 1 20' JOB NO: 240-002 SHEET NO: C-2 of C-6 SHEETS L -`Irr F GRAPHIC SCALE 121 2,0 0 10 20 40 17 I" FEET . .. . . ...... — ---- --- I . . . ....... .. . .. 8902 s '37 tI.. . ......... ....._ ._. ; ;r 's ( 1 r r I7iI. ... ..... . . . ......tr tIItif f IIfIq t5!, I . ... .... ...... . .. . f 'If 1 -R I 2, 5. 0" IREMOVE SILT FENCE IN THIS 0 AREA AFTER DEMO OF THIS AREA -61) 71" IS COMPLETE AND TEMPORARY_ ISIDEWALK IN CON'-qi_14161ii+i� I0, "j. :. , �, SHEETS D-1 AIl ID,elta=28"17 OWN), 71 . .. ...... . fII -11 'C'. b ILT FENCE BA R S L 3 Cs E elta= 8*1 7 04"( 'IER A ALL D IN ALES AROUND, ALL IIII LE;,T� - ------- - _ itA F I IP A T tI1 inch 20 ft. B -C-2 t. fr jr t... ... .... It21 IR, VI f5 115 SILT FENCK:' BARRIER' "p),(SEt' DETAILS) C. IAW IA I ! I 67 IL E 20, 20,09' tC 3 I I 86 IN I2,0 I? 2'�i F 2. . .. ........ —1 0 1, I1 2, D 6, 1\1 0 R TH N C. I F� I I-' Ir) I1 8• 3 0 ah�772 T ID e I to 16 - -48'' IIb F TOTAL 36J39 S.F. T1 FURNITURE STORE f ; i IR C, 0 VE R F f fl r. • :, 1 :J ,r" 'f ,,.. ' !_y '1 .. ,. .,, ",,. `. , ,.. .., ,,,, "r, ', _ •,, "M1, \. M1:, ,,, : %' J I ry .:1 J 1111 t _I ■ III29 C-2 II II_i� F C I ISK Pl_i:i; FEXISTING FURNITURE STORE B AC, P I 1 5,61 5 S.F. IF. F. E L. 121.05 C, I1 2� 22 I" I--- -------- --f,_ l SEE SHEET C-6 FOR ADDITIONAL EROSION CONTROL DETAILS. A. IIIL Jt IW ILj II 2 1: 1,' j LL IIIz Ir7 I(y 71 IIbl, I-------- -- I- -- --------- tI-1-01" I2 I2., . . .... 2 ----- - IF- I 3 0, E I39. 35 [,...'C U ' C) II 2 2 Delt0=90*1 1 1 4" Tan=25.08 IrN j n I2� -------- L E 11 Lt. 21 0 II11 6.02 . .. . ...... .. .. R E D E D IST --- It LO CATION: SITE LOCATION: 10401 WEST COLONIAL DRIVE SITE AREA: 72,983 S.F. = 1.675 ACRES LAT/LONC: 2833'0811/81 '31 '57" OUTFALL LOCATION: STORMWATER FROM THE SITE WILL DISCHARGE INTO AN EXISTING MASTER STORMWATER SYSTEM LOCATED DIRECTLY NORTH OF THE PROJECT SITE. CONSTRUCTION SEQUENCE: 1. INSTALL STABILIZED CONSTRUCTION ENTRANCE 2. INSTALL SILT FENCES AND HAY BALES AS REQUIRED 3. STOCKPILE TOPSOIL IF REQUIRED 4. PERFORM PRELIMINARY GRADING ON SITE AS REQUIRED 5. STABILIZE DENUDED AREAS AND STOCKPILES AS SOON AS PRACTICAL 5. INSTALL STORM SEWER 7. CONSTRUCT BUILDING AND OTHER UNDERGROUND UTILITIES 8. INSTALL PAVEMENT AND CURSING 9. INSTALL LANDSCAPING AND SOD 10. REMOVE ACCUMULATED SEDIMENT FROM BASINS 11. WHEN ALL CONSTRUCTION ACTIVITY IS COMPLETE AND THE SITE IS STABILIZED. REMOVE TEMPORARY SMP MEASURES ANY SOIL TYPES: TAVARES FINE SAND DEWATERINIG METHODS AND LOCATIONS: DEWATERING SHALL BE UTILIZED ONLY IF NECESSARY BY MEANS OF A WELL POINT SYSTEM. DISCHARGE THE WELL SYSTEM DIRECTED THE PROPOSED DRAINAGE STRUCTURES. FROM THE CONTRACTORPOINT SHALL OBTAINSHALL ALLBE NECESSARYTO PERMITS FOR WELL POINT SYSTEM PRIOR TO CONSTRUCTION. EROSION TEMPORARY MEASURES (BMp"S)- A. -HAY SALE BARRIERS SHALL BE USED TO PROTECT PROPOSED INLETS PER DETAILS S. FILTER FABRIC BARRIERS SHALL BE USED AT THE PERIMETER/LIMITS OF THE PROPOSED CONSTRUCTION TO PREVENT SEDIMENT FROM LEAVING THE PROJECT BOUNDARIES OR DISCHARGING INTO OFF -SITE DRAINAGE FACILITIES C. STOCKPILING MATERIAL: NO EXCAVATED MATERIAL SHALL BE STOCKPILED IN SUCH A MANNER AS TO DIRECT RUNOFF DIRECTLY OFF THE PROJECT SITE INTO ANY ADJACENT WATER BODY OR STORMWATER COLLECTION FACILITY D. INLET PROTECTION: INLETS AND CATCH BASINS WHICH DISCHARGE DIRECTLY OFF -SITE SHALL BE PROTECTED FROM SEDIMENT -LADEN STORM RUNOFF UNTIL THE COMPLETION OF ALL CONSTRUCTION OPERATIONS THAT MAY CONTRIBUTE SEDIMENT TO THE INLET E. TEMPORARY SEEDING AND MULCHING: AREAS OPENED BY CONSTRUCTION OPERATIONS AND THAT ARE NOT ANTICIPATED TO BE RE -EXCAVATED OR DRESSED AND RECEIVE FINAL TREATMENT WITHIN 30 DAYS SHALL BE SEEDED WITH A QUICK GROWING GRASS SPECIESGRASSING WHICH WILL PROVIDE AN EARLY COVER DURING THE SEASON IN WHICH IT IS PLANTED AND WILL NOT LATER COMPETE WITH THE PERMANENT GRASSING. SLOPES STEEPER THAN 6:1 FALL THE CATEGORY ESTABLISHED IN PARAGRAPH 8 ABOVE SHALL ADDITIONALLY RECEIVETHAT MULCH INGWITHIN OF APPROXIMATELY 2 INCHES LOOSE MEASURE OF MULCH MATERIAL CUT INTO THE SOIL OF THE SEEDED AREA ADEQUATE TO PREVENT MOVEMENT OF THE SEED AND MULCH. F. MAINTENANCE: SLL FEATURES OF THE PROJECT DESIGNED AND CONSTRUCTED TO PREVENT EROSION AND SEDIMENT CONTROL SHALL BE MAINTAINED DURING THE LIFE OF THE CONSTRUCTION SO AS TO FUNCTION AS THEY WERE ORIGINALLY DESIGNED AND G. GRAVEL CONSTRUCTION ENTRANCE CONSTRUCTED. SHALL BE INSTALLED TO AM NIMUM DEPTH OF 4 INCHES TO PREVENT SEDIMENT FROM LEAVING CONSTRUCTION SITE. PERMANENT EROSION CONTROL MEASUR.. (uMpl A. PERMANENT SODDING: ALL AREAS WHICH HAVE BEEN DISTURBED BY CONSTRUCTION WILL, AS A MINIMUM, BE SODDED. THE SEEDING MIX MUST PROVIDE BOTH LONG-TERM VEGETATION AND RAPID GROWTH SEASONAL VEGETATION. SLOPES STEEPER THAN 4:1 SHALL BE SEEDED AND MULCHED OR SODDED. B. MAINTENANCE OF STORMWATER MANAGEMENT SYSTEM: THE PERMITTED STORMWATER MANAGEMENT SYSTEM SHALL BE MAINTAINED, CLEANED AND INSPECTED IN ACCORDANCE WITH THE SJRWMID PERMIT. INSPECTIONS: A. CONSTRUCTION SITE WILL BE INSPECTED FOR EROSION PROBLEMS DAILY AFTER EACH RAINFALL GREATER THAN 0.5 INCHES. A RAIN GAGE WILL BE ON SITE TO MEASURE THE RAINFALL AMOUNTS. B. ALL CONTROL MEASURES WILL BE INSPECTED BY THE SUPERINTENDENT, THE PERSON RESPONSIBLE FOR THE DAY TO DAY SITE OPERATIONS OR SOMEONE APPOINO TED THE SUPERINTENDENT. AT LEAST ONCE AND FOLLOWING ANY STORM EVENT OF 0.25 BY INCHES OR GREATER. C. ALL TURBIDITY CONTROL MEASURES WILL BE MAINTAINED IN GOOD WORKING ORDER; IF A REPAIR IS NECESSARY, IT WILL BE INITIATED WITHIN 24 HOURS OR REPORTED. D. BUILT UP SEDIMENT WILL BE REMOVED FROM THE SILT FENCE WHEN IT HAS REA ONE-THIRD THE HEIGHT OF THE FENCE. CHED E. THE SILT FENCE WILL BE INSPECTED FOR DEPTH OF SEDIMENT. TEARS. TO SEE IF THE FABRIC IS SECURELY ATTACHED TO THE FENCE POSTS, AND TO SEE THAT THE FENCE POSTS ARE FIRMLY IN THE GROUND. F. TEMPORARY AND PERMANENT SEEDING AND PLANTING WILL BE INSPECTED FOR BARE S WASHOUTS, AND HEALTHY GROWTH. POTS, G. A MAINTENANCE INSPECTION REPORT WILL BE MADE AFTER EACH INSPECTION. A COPY OF THE KEPT REPORT FORM TO BE COMPLETED BY THE INSPECTOR IS ATTACHED. THE REPORTS WILL ON SITE DURING CONSTRUCTION AND AVAILABLE UPON REQUEST TO THE OWNER. ENGINEBEER OR ANY FEDERAL, STATE OR LOCAL AGENCY APPROVING SEDIMENT AND EROSION CONTROL PLANS OR STORMWATER MANAGEMENT PLANS. THE REPORTS SHALL BE MADE AND RETAINED AS PART OF THE STORMWATER POLLUTION PREVENTION PLAN FOR AT LEAST THREE YEARS FROM THE DATE THAT THE SITE IS FINALLY STABILIZED AND THE NOTICE OF TERMINATION IS SUBMITTED. THE REPORTS SHALL IDENTIFY ANY INCIDENTS OF NON-COMPLIANCE, H. PERSONNEL SELECTED FOR INSPECTION AND MAINTENANCE RESPONSIBILITIES WILL RECEIVE TRAINING FROM THE SITE SUPERINTENDENT. THEY WILL BE TRAINED IN ALL THE INSPECTION AND MAINTENANCE PRACTICES NECESSARY FOR KEEPING THE EROSION AND SEDIMENT CONTROLS USED ON -SITE IN GOOD WORKING ORDER AND FILLING OUT THE INSPECTION AND MAINTENANCE REPORTS. ADDITIONAL NOTES: A. NON-STORMWATER DISCHARGES: IT IS EXPECTED THAT THE FOLLOWING NON-STORMWATER DISCHARGES WILL OCCUR FROM THE SITE DURING THE CONSTRUCTION PERIOD: 1. PAVEMENT WASH WATERS (WHERE NO SPILLS OR LEAKS OF TOXIC OR HAZARDOUS AVE OCCURRED). NCON TAMIN ATED GROU NDW ATER FR OM D ALL NON-STORMWATER DISCHARGES WILL BE DIRECTED TO THE PROPOSED *DRAINAGE STRUCTURES/SWALES. S. CONTRACTOR IS RESPONSIBLE FOR INSTALLING ANY ADDITIONAL EROSION CONTROL IF IT BECOMES NECESSARY To MEET THE STATE AND LOCAL STANDARDS. C. OPERATOR AND/OR RESPONSIBLE AUTHORITY. CITY OF OCOEE NUMBER OF WEEKS AFTER BEGINNING CONSTRUCTION INSTALL EROSION CONTROL MEASURES CLEARING AND GRUBBING FACILITY CONSTRUCTION MAINTAIN EROSION CONTROL MEASURES GRASSING REMOVE TEMPORARY EROSION CONTROL MEASURES CONTRACTOR CERTIFICATIONS: I CERTIFY UNDER PENALTY OF LAW THAT I UNDERSTAND, AND SHALL COMPLY WITH, THE TERMS AND CONDITIONS OF THE STATE OF FLORIDA GENERIC PERMIT FOR STORMWATER DISCHARGE FROM LARGE AND SMALL CONSTRUCTION ACTIVITIES AND THIS STORMWATER POLLUTION PREVENTION PLAN PREPARED THEREUNDER. NOTE: REPRODUCTION OF THIS PLAN IS INVALID UNLESS CONTAINING ORIGINAL SIGNATURE AND EMBOSSED WITH ENGINEER'S SEAL AS PER CHAPTER 21H.23.002 FLORIDA ADMINISTRATIVE CODE. MITCH COLLINS, P.E.# 54608, STA+ OF FLORIDA DATE N REV/DATE I BY 1-4-05 AS PER CONTRACTOR CERTIFICATIONS: I CERTIFY UNDER PENALTY OF LAW THAT I UNDERSTAND, AND SHALL COMPLY WITH, THE TERMS AND CONDITIONS OF THE STATE OF FLORIDA GENERIC PERMIT FOR STORMWATER DISCHARGE FROM LARGE AND SMALL CONSTRUCTION ACTIVITIES AND THIS STORMWATER POLLUTION PREVENTION PLAN PREPARED THEREUNDER. NOTE: REPRODUCTION OF THIS PLAN IS INVALID UNLESS CONTAINING ORIGINAL SIGNATURE AND EMBOSSED WITH ENGINEER'S SEAL AS PER CHAPTER 21H.23.002 FLORIDA ADMINISTRATIVE CODE. MITCH COLLINS, P.E.# 54608, STA+ OF FLORIDA DATE N REV/DATE I BY 1-4-05 AS PER CITY M.C. 4-4-05 AS PER CITY M.G. B-24-05 AS PER CITY M.C. il--14-05— AS PER CITY M.C. 1-5-06 AS PER CITY M.C. A" 40#1 A nj I" sip 0 I0 W 0 W OD IN to (ID C-4 _j ILL V) (D 0 6 0 V) C) z 0 iLj < Ir 0 z 0 < N T LL 0- AM" Ar" AM7 A Drawn by. M.C. Checked by. M.C. DATE 8-04-04 SCALE ------------- 2 O' JOB NO: 240-,002 SHEET NO: C-2A of C-6 SHEETS :. __ _ __ _ ,_ I`' , 'x'r if __ +r`_." ".. ,._ ®12 9'2�'13" E1 I �. 11 ,r17 I , -_^ , S 8 E 729.1 O' (C & M) d + ,' WIII, I _.r : ' .. 11 "I ._ r_.. I ' i ' i 01, s :J 51�11 + :w r (' i I i�� ' " , % J;..OI J '',' r"I.. r ' I I I ' ! (' f , t i (; ` -- .� i _._.. I r `� j r I y rl� ;7 ,P' �f ?,�,, 5 �, i;' i1 1 ��_: I I I, I I t d i� ' t j) y , I:, r , ,.. , "f ,' i II i . ..... j . N. ' r Yil��[ , II y Y .. i 1-1 5 a� � �� , L. I_I'u�� _'I . I_, I_ i . _.. , �� /l ., -. R 1�25 0( , r} r f+'' I It 61 ,71 f.,t J r 1 r' /f . � l - - - . .. -- J r ! ,, � . 81 ,.r ,s ,+r - I If- I ,,1 i - f 1 , _ `5 I ' Delta=28'17 ( I 1 C (. 1 � Cx' 4 �[ _ I it k ..:, I is -. ) i Jv t_ t , 11- f V 1 " _ 1:, f ' r t", _ . 5 f r T' } 1 I'lt i I f)I Ur, IV l` _ ;. tI(.Ii I- .1_._ ......_[ _ _ GRAPHIC SCALE;.Ip'' i__ _ _ - _ I _11, - - ,; _.. zo o 1, I �.,( , I ,__{-4 �I I-1_{ �0111 � l._, "I i" I 1 f , L-_ �f t E ', '' '; I _. t ", �_. (tilt �_.. '',� IN FEET) :... E ``'::'' . _ , C t. :' . p r (_ _ L._. , l , i [ 1 inch 20 it �' . ?: - _ _ ? , _ :"" t' 'f . 4 t' + I �'^ „ „ L. ;, , '' , f/ ''1, it it - I rt� r' "''•„, t11 ,I � ,- r) I- 1:1 - _aI ,,, ,�� // t ' ,' , . i�' :i 1.��, w,41 .1 / r 1 I . , v" F , 94 11 , 0 .1,;; .... 111-_I I I ' ,: ,itL _ '. A , f . t,. i Ile J ?, l t,' 51 1F I. 11 11 l J', t'`;'_) r' 0 tp 1+ A if � � � ,� S 1 f 11-.'0, �„ , _ . I) � � �.t1.k_ I.. , � I -i , t.:v, E. M F Iv' , 11 4� r' , i"''...f / i�'I . P `'" \ ,: I, 1-�" _ ' + If " 11, J ,' " f ,If' " ' ,Aj• T i i f / i. „ \ , 2,; . .1. , �'l .1,11" Il', � � 7 '' IF '.. '. S, """". ` "Ill . "' O 15 `�,_ "�",, � ..... I. L. ; �I ,t 1, .II:;., * �� I�'� ,I II^ O r' t I 11, . I �' h11i ti �" III 7., 11 I \`V I cs��L:._�I`N '" =XPAN'CIO`I 3 1. 1 \4 * ^', 2`'' FLOOR'S ` ' \ A , "��" "� t . l"'ll'. ," ,�L,l"',,.."\ ,,,, , ", " 11 .. \ .1 .., ,, " �, , ." ", " I., . .,1, ,1',1.,, I1\, �.X\� . �,. ,",. .,'.". ",. I,", � �"\\'," "" " "\ I"1.. ,,,I."',��,, �1I . "�.,�.� ,I . , I. .�1.1.I\'ll, \ , � II\I'"l, l �", "'I L l..I'',,I�'"ll',' , I'\" , . �,, I, ", \., .1, .,1, .1,, '. . .1, , .. ,.,I,L�,, I. ....., .. ..,., .,,".. ,'',1, .,."'. ". ...I"I. . , , , ...1.".1�.\,11,,,, .,., "...1, , ,. , I .".,,.."., .'.,.,\... I L _.. "_I 7.111, 1",,.,. ,�. �`7�,�7�_,'.,,.,_,1 �, �\ ..��...-.,.-., - \,"". �,�_:,,�,`:,,�,�x. l,i, -,_ ,�'.�,",,,,,_ - v (�� \ \, 1 '\ l 1: - :II,�I",_.,,,., , _ �J�_I ",I, "l,,�. . "',11l.1\1l""..", ,1","1 .1"1," \ f \ R \ \,: \ t. y. - ,IIf 'r' \\ + �\ f r',r7 r 1 \ _r ( I - ! r Il+ , , ' 'l ,I, 4 t TOTAL - 36,139 S.F. '1 �,_ t.., FI! I I F ' . I _'�..,I �:_I I , -I: . l,_ ,' FURNITURE STORE I!I 11 +' i p { 1, I I 14 +I +r. 4 J 3J (. LI... i ~J 1'� �. {I..i �...__ `I _ i l _ : r ' 1�j1�1 1 11 J I I- .__. - -- --; _ �1 , 11, I_=_ I E ', l_ j, Et" --S) I I I i ''1 I 1 ;i _ i ' I � ��'i n ...'I I r �r': I "` E i f -1 I,. ," 3 tr, i I I I'' i`. i-, I- I I` l _.I I- 1, I E I -_ , , .� I 1 �: I �_ , _. �. EXISTINO FURNITURE STORE 1 5, 61 5 S.F. F.F. EL. 1 21 .05 . a _._.... ----___ ......___ ____ - _- - - - - - - - ------ __..._____1_____._______ ...._.., ,, - y I' I li , I.!TII__I i 'I' (.r°t:'yF)till_f5I_I_ ' ,' q -._.__ _...__.-- '- -------`_..... - 1.''-.-.-'-- '----- -,..___.. .______ _.._.... ..-. ______ _... N_. _...--.______ _._ .._ _._. _..... IN 1 1_, �'r', l,;t I I L A. I',,I I_,P J ; 1'-tia P �_ E , l`t `-� !- ,A � _'d `", t1 ffl 1 f DRA11bL'f, PE i'N,,l k1'fl-10L E_ T Iv r .) ,(19"1 Ill V7 -r1 1-91. 3 "Gr tV1 ---- --- -'--- -- --- --- ! 1 `, ' ;') >_' ._ .._ _._. _ . _._.-------------._ _N 8 9'2.7' 13'.__W- _---_--_--- __,_..- --- . . __ L_ I ABEL_EI-y, '_;I1RVE't ,I ,..I r [) ) I IOT DI ;`i l.IR'I s _-. - ..-- ._ I --- 1 - -,- (------ _ . ..___- 5 .-..... I'�,tl I T� �s I,� � Ca^•,ICI , I- t . ! ? ��. I��I �___ . E'''VI +,,` , i :I 0 . "I I ,,;,!STATE- __R _ ;,, A1D-_5O-_ -____ vv _ __------.-..-_...._..___ _____... Vv ------ ______ ____.. __.__ . 3 11 Of � r ., r , ti i .' ......_.... _...._.. .,r'i ,I I: i If I r' �8`t7i.:)I s1 is I 1� 1- I ' It "I , . " ,, > 1\�� 19 , T. ! r i } f I -I , "' ,1 , FF Vt r , 1 l ,v. , + S)I� ll, f l' i r - .. - �' �I��k I' ` ,1 ' � , , r.. I�,Ia .',` I, :_ r' I R T7`51i10-0 ,, r r �'_ t' , „1 ,L=1 38.30 _- I -- ^y Tan=72.99 _.- ! I 1 I , , fl I, I :Delta=45'1;6 48"j ,' : .I II ill ;_: i ...) , ,.I / I ; a a._.. _ 1 D A I'.1 . I ,. F F;, I 1 q ' i. il. f t I1 I , i--.._ ..._.._ . _ ._-... .. _.._ ji 1t litl 1� . 1 11' i . if I 1" `1 11 C-2 "I' L)II., F PQ S.,E;. l�; -- -, + : I ' I;II. 3 ,f. ; �II I f' .. _. _ __-_6 - --- I 111',°�It I 1 __ _ k r Y I L y ' .s 2 ,' ' 3' 1 r „� !...L t+�� I �' 7 t t I �:. �" O' I ' Z 1 , ---- ! L._ it ' ;' 11 1, I.., I .i r ,i` -_ .. I �,. =lt f 19 �/ , 1 O -. I /'' 1 f,' ! �� ----- ,; F 1.1.1 � I t w 1 -_. -1 --4J �_._' -___. _}.___... -__. ._._...._ hi i 11 tr 1. I. ...J�. �F " It, t 71 +', + ' Ji + I_� Y - ' ` WATER CONNECTION INSET -1- i ::. Earl+::7i II,.'i�rI I I ," -` It ' (`� f KEY NOTES: L=39.35 # 1 R=25.00 1. EXISTING 2"O POLY WATER MAIN STUBOUT (TO BE I( Delta=90*11'14" DEFLECTED) (REMOVE CURB AND PAVEMENT IF NECESSARY) II Tan=25.08 2. SHUT EXISTING GATE VALVE, REMOVE EXISTING WATER -- -- A- METER AND CONNECT NEW 2"O PVC WATER LINE !-+-----_._ 3. 2"O PVC WATER LINE ._.�_1_ ..._-_ _ .. -,.__ . ..---- jf 4. - 3 5. 1.5" DOMESTIC METER WITH RPBFP AND GATE VALVE Its11 It II , i��,(, ' I ' L. 6. CONNECT NEW 2"O WATER LINE TO EXISTING 2"O WATER ", t - ` ,t. LINE 1. __-....-._.. , _. 7. EXISTING 2"O PVC WATER LINE .-..._.._...__.-.. -.._ y _ .,... _. - - I �" .1=_h O\f`1._F�rIDi ;,,',t;t11_ _. NOTE: REPRODUCTION OF THIS PLAN IS INVALID UNLESS CONTAINING ORIGINAL SIGNATURE AND EMBOSSED WITH ENGINEER'S SEAL AS PER CHAPTER 21H.23.002 FLORIDA ADMINISTRATIVE CODE: UTILITY LEGEND SS SANITARY SEWER ® SANITARY MANHOLE • C.C. CLEANOUT SS-? SANITARY STRUCTURE ID m GATE VALVE q ,S�Q FIRE HYDRANT P. REDUCER BLOWOFF Q WATER METER BACKFLOW PREVENTER WL WATER LINE FL FIRE LINE L.F. LINEAR FEET ` '""" " EXISTING EASEMENT (DEPICTED ON PLAN) it - f ' - EASEMENT (DEPICTED ON PLAN) PROJECTED NEW WATER DEMAND = 6.84 ERU'S = 2052 GPD [PROJECTED NEW SEWER DEMAND = 6.84 ERU'S = 2052 GPD 1ALL FIRE LINES SHALL BE AWWA C900, DR-14, CLASS 200 PIPING. ALL UTILITIES MUST COMPLY WITH CITY OF OCOEE PUBLIC UTILITY DESIGN STANDARDS. A COPY OF WHICH CAN BE OBTAINED FROM THE CITY. 1ALL RPBFP'S SHALL BE TESTED AFTER INSTALLATION BY A CERTIFIED TESTER. KEY NOTES (WATER): O 1. EXISTING FIRE LINE (TO BE REMOVED) (SEE SHEET D-1) 2. EXISTING FDC (TO BE REMOVED) (SEE SHEET D-1 ) 3. EXISTING DDCVA 4. EXISTING FIRE LINE (TO REMAIN) (SEE SHEET D-1 ) 5. EXISTING FIRE HYDRANT 6. FIRE LINE TO CROSS UNDER PROPOSED STORM LINE AT THIS LOCATION 7. 162 L.F. OF 6"O PVC FIRE LINE (C-900, DR-14) 8. 6" ELBOW (90") 9. 21 L.F. OF 6"O PVC FIRE LINE (C-900, DR-14) 10. FD C 11. EXISTING DOMESTIC METER . AND BFP TO BE REMOVED 12. EXISTING 2"O POLY DOMESTIC LINE TO BE DEFLECTED SO THAT LINE IS NOT LOCATED UNDER DRIVEWAY PAVEMENT (REMOVE SOME CURB AND ROADWAY PAVEMENT IF NECESSARY) 13. 1.5" DOMESTIC METER (BY CITY) WITH RPBFP (BY CITY) 14. EXISTING 2"O PVC DOMESTIC LINE 15. PROVIDE MINIMUM 18" VERTICAL SEPARATION BETWEEN PROPOSED STORM LINE AND PROPOSED FIRE LINE 16. PROVIDE MINIMUM 18" VERTICAL SEPARATION BETWEEN PROPOSED STORM LINE AND EXISTING DOMESTIC LINE 17. EXISTING IRRIGATION WELL 18. EXISTING WATER MAIN 19. EXISTING WATER MAIN STUBOUT KEY NOTES (SEWER): 1. EXISTING SANITARY LINE (TO REMAIN) 2. EXISTING SANITARY LINE WITHIN NEW BUILDING FOOTPRINT (TO BE REMOVED) 3. CUT EXISTING SANITARY LINE OUTSIDE OF NEW BUILDING FOOTPRINT AND INSTALL CLEANOUT AT INV. EL. 114.9f 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 WITH MEASUREMENTS FROM DOWNSTREAM MANHOLE WITH DEPTH AT LOT LINE AND DISTANCE FROM THE MAIN LINE. 6. LOCATE WITH MEASUREMENTS FROM PERMANENT VISIBLE OBJECTS ALL FITTINGS/ACCESSORIES NOT VISIBLE FROM THE SURFACE (MINIMUM TWO POINT TIES). B) STORM DRAINAGE 1. TOP ELEVATION OF EACH MANHOLE. FRAME AND COVER/GRATE AS WELL AS ALL OTHER STRUCTURES (HEADWALLS, CONTROL STRUCTURES, ETC.). 2. INVERT ELEVATION OF EACH LINE 'ENTERING AND LEAVING EACH STRUCTURE, INCLUDING UNDERDRAIN PIPES. 3. INVERTS OF ALL MITERED END SECTIONS. 4. ACTUAL GRADE OF PIPE BETWEEN THE STRUCTURES. 5. INVERT ELEVATION AND TWO HORIZONTAL TIES FROM PERMANENT VISIBLE OBJECTS TO ALL STORM STUB -OUTS. C) WATER SYSTEM AND FORCEMAINS 1. ACTUAL LENGTHS OF PIPE BETWEEN BRANCHES AND VALVES IN THE RUN. 2. LOCATE WITH MEASUREMENTS FROM PERMANENT VISIBLE OBJECTS ALL FITTINGS ACCESSO RIES NOT VISIBLE FROM THE SURFACE(MINIMUM M NIMUM TWO POINT TIES) . 3. LIST THE DEPTHS OF THE LINES AT ALL VALVES, FITTINGS AND FIRE HYDRANTS. 2L_1� - 2 -7 /06 MITCH COLLINS, P.E.# 54608, STAIrE OF FLORIDA DATE REV/DATE BY 1-4-05 AS PER CITY M.C. 4-4-05 AS PER CITY M.C. B- 24- 05 AS PER CITY M.C. 11-14-05 AS PER CITY M.C. 2-22-06 AS PER CITY M.C. 0 ry WLLr_ W O LL W O U U O 00. �- 0) . Q z z ni W a: < 0. F- cl:� D LL_O �- x W Z C,D Z LL 0 Z W O D m I Q Z a/ W Q 1)O W T 3:�L CD O III Z, 4 1 1 .q 0 , _ 0 � � W Ir '" i , co M m N �1 -r, LL n � :D ^ r-, 1 0 o d°- 0 _I W Q .. v 1 -0 OQ z 7 0LL - 2-1 I" ', Drawn by. M.C. Checked by. M.C. DATE 8- 04- 04 SCALE 1 " = 2 O' JOB NO: 240-002 SHEET NO: C-3 Of C-5 SHEETS 1 2" FTP — 25 / 1 1 /2" R 00 1 " SLOPE N 5/8"X8" d STEEL BAR THRU POST.: d• 6"CLEAR HANDICAP PARKING SIGN PER F.D.O.T. INDEX # 17355. MOUNT PER F.D.O.T. 4" PAINTED WHITE HANDICAP SYMBOL PER F.D.O.T. INDEX # 17346 (BLUE BACKGROUND - OPTIONAL) 3"0 GALVANIZED STEEL PIPE 6"0 GALVANIZED STEEL PIPE FILLED WITH 2,500 P.S.I. CONC. PAINTED YELLOW FINISH GRADE /CONC. WALK OR PAVEMENT CLASS I CONC. HANDICAP SIGN DETAIL N.T.S. SECTION- SIDEWALKE MESH !'.17 17, AT FRONT D-118 4" CONC. SIDEWALK THICKEN EDGE (9 PAVEMENT D-172 18'MAX. 18'MAX. 18'MAX. SOD VARIES4•• EQUAL SPACES EQUAL SPACES EQUAL SPACES '•.y• 5„ 5" E D D E D D E D D E 5' TI- E= EXPANSION JOINT D= DUMMY JOINT CONCRETE STRENGTH = 3000 PSI (MIN) CLASS I NOTES: 1) EXCEPT AS SHOWN IN PLAN, ALL NEW CONC. WALKS SHALL HAVE JOINTS SPACED AS SHOWN ABOVE. EXPANSION JOINTS SHALL BE USED TO SEPARATE NEW CONC. WALKS FROM OTHER NEW OR EXIST. CONC. CONSTRUCTION. 2) SIDEWALK SHALL BE CONSTRUCTED IN ACCORDANCE w/ F.D.O.T. STANDARD SPECIFICATIONS FOR ROADS AND BRIDGE CONSTRUCTION. (SECTION 522—CONCRETE SIDEWALK) 1 1 /2" 4" SIDEWALK DETAILS NTS D-128 SEE RAMP DETAIL \9 MIL. WHITE THERMOPLASTIC 4" BLUE PAINT HANDICAP PARKING DETAIL O�Q . 5000 L.B. CONCRETE � Zo �1 St 6 1" PRECAST CONC. WHEELS OP NTS D-1 62 STANDARD PAVEMENT O MINIMUM 1 1 /2" F.D.O.T. S-1 ASPHALT CONC. O 8" CEMENT STABILIZED BASE DESIGNED AND CONSTRUCTED IN ACCORDANCE w/ CURRENT PORTLAND CEMENT ASSOC. RECCOMMENDED METHODS 3� 12" STABILIZED SUBGRADE COMPACTED TO MIN. (LBR) OF 407. OR (FBV) OF 50 PSI AS SPECIFIED BY F.D.O.T. REQUIREMENTS FOR TYPE "B" OR TYPE "C" STABILIZED SUBGRADE. ON —SITE PAVEMENT DETAIL N.T.S. (FOR ASPHALT SURFACE) D-130 20" I N , ou O N r- I I� 14 14' O I 00 `r 40"R - 28" N 1 .h� NOTE: ALL PAVEMENT MARKINGS SHALL BE PAINTED TRAFFIC WHITE. DIRECTIONAL ARROW VEMENT MARKING DETAIL N.T.S. D-197 NOTE: INCLUDE TRUNCATED DOMES PER FDOT INDEX 304 7 "k $ t x 0'oe/ r URB CUT RAMP DETAIL (KEYNOTE 04) MATCH EXISTING EL. 120.50t EXISTING G SECTION "A —A" N.T.S. PROPOSED F.F. EL. 121.05 1 7' MATCH EXISTING EL. 121.00t PROPOSED EL. 120.5t EXISTING GRADE SECTION "B—B" N.T.S. BACKFLOW PREVENTER IN ACCORDANCE WITH PLANS APPROVED BY °! GATE VALVE THE CITY TEST COCK (TYP.) GATE VALVE THREADED NIPPLE (TYP.) UNION (2 REQUIRED) 900 BEND 7 7;!� (2 REQUIRED) FINAL GRADE �—CONTINUOUS 6" CONCRETE SLAB REINFORCED WITH FROM BAR TO MAIN SERVICE NOTES: 1. ALL PIPE AND FITTINGS 2" AND SMALLER SHALL BE a THREADED SCHEDULE 40 GALVANIZED STEEL OR BRASS. !I 1 REDUCED PRESSURE BACKFLOW PREVENTER NOTE: REPRODUCTION OF THIS PLAN IS INVALID UNLESS CONTAINING ORIGINAL SIGNATURE AND EMBOSSED WITH ENGINEER'S SEAL AS PER CHAPTER 21H.23.002 FLORIDA ADMINISTRATIVE CODE. NOTE: INCLUDE TRUNCATED DOMES PER FDOT INDEX 304. oe a4 0,- CURB CUT RAMP DETAIL (KEYNOTE #25) MATCH COLLINS, P.E.# 54608, STATE!! OF FLORIDA DATE REV/DATE •BY 1-4-05 AS PER CITY M.C. 4-4-05 AS PER CITY M.C. 11-1:4-05 AS R CITY ]— M.C. 1-5-06 AS PER CITY M.C. Q 0 ry W W O W W o U oz O 00 r rn V♦ • V) W QZ Q 0' Q rr O � X W (� J Q — z W D V Z LL 12 ZD 1 W ry omfW Q �A u+i Z O O Q I— W T L � o d- O 1 1 A'1 all _ W O (Y 00 I �— " � ro A ^M D o� _ U) ° 1 Z ..0 Q v W �2 O O X Il- n W ti A" Drawn by. M.C. Checked by. M.C. DATE 8— 04— 04 SCALE N.T.S. JOB NO: 240— 002 SHEET NO: C. 4 of C—s SHEETS REV/DATE BY METALLIC LOCATING WIRE EARLY WARNING TAPE FINISHED GRADE 1 " MAX. / PVC WATER MAIN OR FORCE MAIN _[:7 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. 24" x 24" x 6" THICK CONC. PAD TYP. EACH VALVE BOX. 3" DIA. BRONZE DISC ANCHORED IN CONC. PAD 4 BARS ALL TAMP AS R Q'D ROUND (SEE NOTE 'I ------- SIZE OF VALVE TYPE OF VALVE 16 a 6V ° SERVICE WATER 6 ° L-20 4 G DIRECTION & NO. 4„ OF TURNS TO WATER e OPEN °. VALVE BOX d AND COVER 4° e ee (TYP.) , Q 2500 P.S.I. 12" CONCRETE MIN. TOP FLUSH WITH FINISHED GRADE 3" DIA. BRONZE DISC ANCHORED IN CONC. PAD STAMP AS REQ'D. 092005 ASPHALT SURFACE BASE 4"x4"x 18" LONG VALVE BOX (MIN.) PRECAST POST AND COVER WITH 3" DIAMETER (TYP) BRONZE DISC SET IN GROUT IMPROVED CONDTITION ABOVE. AS SHOWN NOTES: 1. BRONZE IDENTIFICATION DISC SHALL BE REQUIRED FOR ALL VALVES 16" AND LARGER, OR AS REQUIRED BY THE CITY FOR CRITICAL OFFSITE VALVES. 2. VALVE COLLAR DIMENSIONS MAY BE REDUCED TO 18" x 18" x 6" WHEN CITY OF OCOEE UTILITIES DEPARTMENT THE BRONZE IDENTIFICATION DISC IS NOT REQUIRED. TRENCH WIDTH VARIES W/ SIZE OF PIPE CROWN TRENCH IN UNIMPROVED AREAS 3" MIN.) FINISHED GRADE SEE NOTE 8) \j \\ F, N m O w SEE NOTE 4 COMMON FILL j\ PIPE O.D. / \ v J SELECT z \ //\\ COMMON m z UNDISTURBED �/ /\ FILL o_ w SEEHNOTE 3 � � � . � :. ' �� //� °- v ) /\ /\ /�\\\\\\ 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 CITY OF OCOEE UTILITIES DEPARTMENT ROAD CONSTRUCTION SPECIFICATIONS. SET TOP OF VALVE BOX TO FINISHED GRADE 'AI CONCRETE COLLAR I UNPAVED REAS SEE DETAILS ADJUSTABLE CAST IRON SEE NOTE 2 VALVE BOX BOX SHALL REST ON RESILIENT SEAT BEDDING ROCK NOT M. J. GATE VALVE _ ON VALVE OR PIPE AND SHALL BE WATER CENTERED ON MAIN OPERATING NUT oD,00a.0 . o° O. o° D. o ° D • 00 • ° O • o D. o o 0 o c °O.o°D•Do •o°O.o°oO. Do D, o, D, o o ° D o o° O, o° D• o° O. .O°D.D D•D °O.p°D.D°D.o° .o O.o°D.p°.D•o° 3 D. o° D. o° D. o° D. o° D. o° D. ° D. o° O. o° O. o° D. o D D^ o D• o D^ o D^ o D D^ o D ^ o D^ o D^ o 0.0 D 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. CROWN TRENCH IN UNIMPROVED AREAS (3" MIN.) (SEE TYPE B BBEDDING AND TRENCHING DETAIL FOR OTHER RESTORATION.) COMMON FILL nAnc-i irn nnAnr Jm%_ '\ COMMON FILL ROCK • • •BEDDING Z to ...... PIPE BEDDING S r lx-�,�/��//ter//i�� UNDISTURBED EARTH NOTES: 1. PJFE 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. U�E TYPE A BEDDING TO BE DETERMINED IN THE FIELD AS DIRECTED BY' THECITY. 4. ('1j): 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 W EXCAVATIONS. 8, GRAVITY SEWERS SHALL UTILIZE TYPE A BEDDING, IF REQUIRED BY THE CITY. BEDDING DEPTH SHALL BE 4" MINIMUM FOR PIPE DIAMETER LESS THAN 15", AND 6" MINIMUM FOR PIPE N 0 Z w W Y 0 Z w DIAMETER 16" AND LARGER. CITY OF OCOEE UTILITIES DEPARTMENT 9. DEPTH FOR REMOVAL OF UNSUITABLE MIS, TERIAL SHALL GOVERN DEPTH OF TYPE A BEDDING BEDDING ROCK BELOW THE PIPE. CITY SHALL DETERMINE IN THE AND TRENCHING DETAIL FIELD REQUIRED REMOVAL OF UNSUITABLE MATERIAL TO REACH SUITABLE FOUNDATION. DATES JAN. 19907DWG' ABEDD FIG' tot i RAISED 1-1/2" FLUSH WITH TOP 23-3/4" VA rA 6" 2-7/8" ELEVATION 2 - NON PENETRATING PICK HOLES MACHINED �- MATING SURFACES \ t-1-1 /4" CITY OF OCOEE UTILITIES DEPARTMENT OPTIONAL MANHOLE FRAME AND COVER (USF 420 TYP.) JAN. 1990 1 DWG1 MHFRAME FIG' 202 N OTE: REPRODUCTION OF THIS PLAN IS INVALID UNLESS CONTAINING ORIGINAL SIGNATURE AND EMBOSSED WITH ENGINEER'S SEAL AS PER CHAPTER 21H.23.002 FLORIDA ADMINISTRATIVE CODE. MINIMUM LENGTH (FT) TO BE RESTRAINED ON EACH SIDE OF FITTING(S). PIPE SIZE 6" 8" 10" 12" 16" 20" 24" 30" 36" 900 BEND 18' 18, 21.5' 25.2' 32.4' 39.3' 45.9' 55.05' 63.75' 450 _ BEND 18' 18' 18' 18' 18.75' 22.5' 45.9' 55.05' 63.75' 22-1/20 BEND 18' 18' 18' 18' 18' 18' 18' 18' 19.35' 11-1/40 BEND 18' 18' 18, 18' 18' 18, 18' 18' 18' PLUG OR BRAN C OF TEE 18' 18 21.5' 25.2' 32.4' 39.3' 45.9' 55.05' 63.75' NOTES: 1. FITTINGS SHALL BE RESTRAINED JOINTS UNLESS OTHERWISE INDICATED. 2. INSTALL FULL LENGTH JOINTS WITH TOTAL LENGTH EQUAL TO OR GREATER THAN SHOWN IN THE TABLE. 3. WHERE TWO OR MORE FITTINGS ARE TOGETHER, USE FITTING WHICH YIELDS GREATEST LENGTH OF RESTRAINED PIPE. 4. IN LINE VALVES AND THROUGH RUN OF TEES OUTSIDE LIMITS OF RESTRAINED JOINTS FROM OTHER FITTINGS NEED NOT BE RESTRAINED UNLESS OTHERWISE INDICATED. 5. LENGTHS SHOWN IN THE TABLE HAVE BEEN CALCULATED IN ACCORDANCE WITH THE PROCEDURE OUTLINED IN "THRUST RESTRAINT DESIGN FOR DUCTILE IRON PIPE" AS PUBLISHED BY DIPRA, WITH THE FOLLOWING ASSUMPTIONS: WORKING PRESSURE: _-__------ P.S.I.* SOIL DESIGNATION: LAYING CONDITIONS: 6. FOR PIPE ENCASED IN POLYETHYLENE, USE VALUES GIVEN IN PARENTHESES OR INCREASE THE GIVEN VALUE BY A FACTOR OF 1.5. * TO BE COMPLETED BY THE ENGINEER. CONCRET SET COVERS FLUSH IN PAVED AREAS & AT ELEVATIIONS SHOWN IN UNPAVED AREAS. V-6 MIN. 3 0 MAX. 1 5"I 2'-0" PER SPECIFICATIONS BENCHING PER SPECIFICATIONS IC��7tY REINFORCEMENT1 1 ' DETAIL TO BE DESIGNED BY THE ENGINEER 1APPROVED BY THE 9" CITY 1 :K� 1 S•t� K• • ,5' BEDDING CAST TROWEL -FINISHED CONCRETE BENCHING SEE MANHOLE CONNECTION DETAILS -MANHOLE FRAME & COVER / (SEE STANDARD DETAIL) FRAMES BEDDED IN MORTAR 2 COURSES OF BRICK MIN. 4 COURSES MAX. N w INSIDE WALL OUTSIDE WALL p PRE -PRIMED JOINT SURFACES 5" MIN. ¢ PRE -PRIMED PRE -MOLDED JOINT SURFACES PLASTIC JOINT SEALER WITH WRAPPER (PROTECTIVE W R 0 7 EMEDVE ) 6" SQUEEZE -OUT MIN. COMPLETED + 8" MIN. squEEz our _T .91 2" MIN. MONOLITHIC 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. c MITCH COLLINS, P.E.# 54608, STA E OF FLORIDA DATE • • LL • Li • 0 • 0 z - ' C • • W U) LLJ • • • • • O W O r 1 ry N U) I `- (0 N L M I- M O O (n C) O I� d.O �l z �. �1 Q W I W o o Q =L IZ ti ^�7 A" Drawn by: M.C. Checked by. M.C. DATE 8-04-04 SCALE N.T.S. JOB NO: 240- 002 SHEET NO: C-5 Of C-s SHEETS SANITARY SEWER AND WATER DISTRIBUTION CONSTRUCTION NOTES: 1. WATER LINES (GREATER THAN 4") TO BE PVC-C900, DR-18, PRESSURE CLASS 150 WITH N.S.F.-P.W. LOGO OR DUCTILE IRON, CLASS 51 IN ACCORDANCE WITH AWWA STANDARDS C-150 AND C-151. WATER LINES (LESS THAN 4") TO BE SCHEDULE 80 PVC IN ACCORDANCE WITH ASTM 1785 OR SDR21, PRESSURE CLASS 200 PVC IN ACCORDANCE WITH ASTM 2241 WITH N.S.F.-P.W. LOGO. 2" TO 12" GATE VALVES TO BE RESILIENT SEAT WEDGE TYPE. 2. ALL TEES, CAPS, PLUGS, BENDS, FIRE HYDRANTS, VALVES, ETC., SHALL BE PROVIDED WITH MECHANICALLY RESTRAINED JOINTS. 3. ALL CLEANOUTS AND WATER VALVES TO HAVE A CAST IRON BOX AND COVER EMBOSSED W/ DESIGNATED USE. 4. WATER LINE JOINTS FOR PVC SHALL BE BELL AND SPIGOT PUSH ON RUBBER GASKET TYPE ONLY. RUBBER JOINTS SHALL BE GASKETED AND CONFORM TO ASTM,D-1869 OR ASA A21.11. 5. NEW OR RELOCATED, UNDERGROUND WATER MAINS SHALL BE LAID TO PROVIDE A HORIZONTAL DISTANCE OF AT LEAST SIX FEET, PREFERABLY TEN FEET, BETWEEN THE OUTSIDE OF THE WATER MAIN AND THE OUTSIDE OF ANY EXISTING OR PROPOSED GRAVITY OR PRESSURE -TYPE SANITARY SEWER, WASTEWATER FORCE MAIN, OR PIPELINE CONVEYING RECLAIMED WATER NOT REGULATED UNDER PART III CHAPTER 62-610, F.A.C. NEW OR RELOCATED, UNDERGROUND WATER MAINS SHALL BE LAID TO PROVIDE A HORIZONTAL DISTANCE OF AT LEAST THREE FEET BETWEEN THE OUTSIDE OF THE WATER MAIN AND THE OUTSIDE OF ANY EXISTING OR STORM SEWER. THE MINIMUM HORIZONTAL SEPARATION DISTANCE BETWEEN WATER MAINS AND GRAVITY -TYPE SANITARY SEWERS SHALL BE REDUCED TO THREE FEET WHERE THE BOTTOM OF THE WATER MAIN IS LAID AT LEAST SIX INCHES ABOVE THE TOP OF THE SEWER. NEW OR RELOCATED, UNDERGROUND WATER MAINS CROSSING ANY EXISTING OR PROPOSED GRAVITY OR VACUUM -TYPE SANITARY SEWER OR STORM SEWER SHALL BE LAID SO THE OUTSIDE OF THE WATER MAIN IS AT LEAST SIX INCHES, AND PREFERABLY TWELVE INCHES, ABOVE OR AT LEAST TWELVE INCHES BELOW THE OUTSIDE OF THE OTHER PIPELINE. HOWEVER, IT IS PREFERABLE TO LAY THE WATER MAIN ABOVE THE OTHER PIPELINE. NEW OR RELOCATED, UNDERGROUND WATER MAINS CROSSING ANY EXISTING OR PROPOSED PRESSURE -TYPE SANITARY SEWER, WASTEWATER OR STORMWATER FORCE MAIN, OR PIPELINE CONVEYING RECLAIMED WATER SHALL BE LAID SO THE OUTSIDE OF THE WATER MAIN IS AT LEAST TWELVE INCHES ABOVE OR BELOW THE OUTSIDE OF THE OTHER PIPELINE. HOWEVER, IT IS PREFERABLE TO LAY THE WATER MAIN ABOVE THE OTHER PIPELINE. AT THE UTILITY CROSSINGS DESCRIBED ABOVE, ONE FULL LENGTH OF WATER MAIN PIPE SHALL BE CENTERED ABOVE OR BELOW THE OTHER PIPELINE SO THE WATER MAIN JOINTS WILL BE AS FAR AS POSSIBLE FROM THE OTHER PIPELINE. ALTERNATIVELY, AT SUCH CROSSINGS, THE PIPES SHALL BE ARRANGED SO THAT ALL WATER MAIN JOINTS ARE AT LEAST THREE FEET FROM ALL JOINTS IN VACUUM -TYPE SANITARY SEWERS, STORM SEWERS, STORMWATER FORCE MAINS, OR PIPELINES CONVEYING RECLAIMED WATER REGULATED UNDER PART III OF CHAPTER 62-610, F.A.C., AND AT LEAST SIX FEET FROM ALL JOINTS IN GRAVITY OR PRESSURE -TYPE SANITARY SEWERS, WASTEWATER FORCE MAINS, OR PIPELINES CONVEYING RECLAIMED WATER NOT REGULATED UNDER PART III OF CHAPTER 62-610. F.A.C. 6. MAINTAIN 36" COVER ON ALL WATER AND SEWER MAINS (FINISH GRADE OR TOP PAVEMENT). 7. INSTALLATION AND STORAGE OF PIPE SHALL MEET PIPE MANUFACTURER'S SPECIFICATIONS. 8. WATER LINES SHALL BE INSTALLED CLEARED, FLUSHED DISINFECTED AND BACTERIOLOGICALLY CLEARED FOR SERVICE BY SITE CONTRACTOR; HYDROSTATIC PRESSURE AWWA M23 WATER MAIN SHALL BE SUBJECT TO: DISINFECTION AWWA C651. ALL ABOVE SHALL BE IN ACCORDANCE WITH THE UTILITY COMPANY REQUIREMENTS AND SPECIFICATIONS AND D.E.P. RULES AND REGULATIONS. 9. METALLIC MARKING TAPE SHALL BE PLACED OVER THE MAIN AND SERVICES AT A DEPTH OF EIGHTEEN INCHES (18") BELOW THE SURFACE, AND TIED INTO ALL HYDRANTS AND VALVE BOXES. 10. ALL GRAVITY SANITARY SEWER PIPE SHALL BE P.V.C. SEWER PIPE CONFORMING TO ASTM D-3034 S.D.R. 26, COLOR -CODED GREEN, AND BE INSTALLED IN ACCORDANCE WITH ASTM D-2321. ELASTOMERIC JOINT GASKETS SHALL CONFORM TO ASTM F477. 11. METALLIC MARKING TAPE SHALL BE PLACED OVER THE SEWER MAINS AND LATERALS AT A DEPTH OF EIGHTEEN INCHES (18") BELOW THE SURFACE AND TIED INTO THE MANHOLE FRAME. 12. ALL SANITARY SEWER MAINS SHALL BE TESTED IN ACCORDANCE WITH THE LATEST UNI-BELL LOW PRESSURE AIR TEST STANDARDS. ALL TESTS SHALL BE PERFORMED BY THE CONTRACTOR AT HIS EXPENSE UNDER THE SUPERVISION OF THE ENGINEER OR HIS ASSIGN AND SHALL BE WITNESSED BY A REPRESENTATIVE FROM THE UTILITY COMPANY. 13. MANHOLES TO BE PRECAST CONCRETE 4000 PSI WITH A MIN. WALL THICKNESS OF EIGHT INCHES (8"). JOINTS AND RING AND COVER SEAM TO BE SEALED WITH NON -SHRINK GROUT AND COATED. 14. THE CONTRACTOR SHALL SUPPLY COMPLETE "AS -BUILT" INFORMATION RELATIVE TO INVERTS, AND RIM ELEVATIONS, LOCATION OF MANHOLES AND LENGTHS OF PIPE, WATER LINES LOCATION, SERVICES, ETC. LATERALS SHALL BE LOCATED FROM THE CENTERLINE OF THE NEAREST DOWNSTREAM MANHOLE. THE INFORMATION SHALL BE SUBMITTED ON LEGIBLY MARKED -UP PRINTS TO THE ENGINEER TWO WEEKS AFTER COMPLETION OF SEWER CONSTRUCTION AND TESTING. 15. ALL SANITARY FORCE MAINS TWO TO THREE INCHES IN DIAMETER SHALL CONFORM TO THE REQUIREMENTS OF ASTM D2241, CLASS 1120, OR 1120 (SDR 21) WITH A WORKING PRESSURE RATING OF 200 PSIG WITH INTEGRAL BELL GASKETED JOINTS. PIPE SHALL BE COLOR -CODED GREEN. 16. ALL FIRE LINES SHALL BE C-900, DR-14 OR DIP (DUCTILE IRON PIPE). 17. ALL INTERNAL WATER, WASTEWATER AND STORMWATER SYSTEMS SHALL BE OWNED AND MAINTAINED BY HUDSON FURNITURE. EROSION AND SEDIMENTATION CONTROL PERMIT The following principles are to be added verbatim to construction drawings as minimum measures to be installed for any land disturbing activity. a. The land -disturbing activity shall conform to existing topography and soil type so as to create the lowest practical erosion potential. b. Land -disturbing activities shall be conducted in a manner minimizing erosion. C. The disturbed area and the duration of exposure to erosive elements shall be kept to a practicable minimum. d. Erosion control must be strictly maintained during cut and fill operations. e. Disturbed soil shall be stabilized as quickly as practicable. f. Whenever feasible, natural vegetation shall be retained, protected and supplemented. g. Temporary vegetation or mulching shall be employed to protect exposed critical areas during development. h. Permanent vegetation and structural erosion control measures shall be installed as soon as practicable. I. Adequate provisions must be provided to minimize damage from surface water to the cut face of excavations or the sloping surface of fills. j. To the extent necessary, sediment in runoff water must be trapped by the use of debris basin, sediment basins, silt traps or similar measures until the disturbed area is stabilized. k. Cuts and fills must be constructed in such a manner that erosion and runoff from the site does not endanger adjoining property. I. Fills may not encroach upon natural watercourses or constructed channels in a manner so as to adversely affect other property owners without adequate provisions for an equivalent alternate system with a positive outfall. 1.) EXCAVATE THE TRENCH. - vvII.J 1 n l.Jr om,LGJ 2.) PLACE AND STAKE STRAW BALES. IW3.) WEDGE LOOSE STRAW BETWEEN BALES. I 4.) BACKFILL BETWEEN BALES AND TRENCH. EDGE N.T.S. STANDARD SPECIFICATION: POLYETHYLENE DRAINAGE PIPE MATERIAL: 1. HDPE PIPE MATERIALS: E PIPE SIZES: 12 INCHES THROUGH 36 INCHES NOMINAL DIAMETER TYPE "S" SMOOTH INTERIOR PIPE IN CONFORMANCE WITH AASHTO M294. NOTE: CORRUGATIONS SHALL BE ANNULAR CONFIGURATION II, ONLY. PIPE SIZES: 42 AND 48 INCHES NOMINAL DIAMETER: INTERIOR, SMOOTH EXTERIOR TYPE "D" SMOOTH PIPE IN CONFORMANCE MP6-95 TYPE "D" WITH AASHTO. i' PIPE JOINTS: THE JOINT SYSTEM TO BE USED WILL BE INTEGRAL BELL AND SPIGOT WITH A GASKET ON THE SPIGOT END OF THE PIPE OVER THE FIRST CORRUGATION FOR DEEPEST PENETRATION INTO THE BELL AND HIGHEST PERFORMANCE. THE BELL SHOULD SPAN OVER TWO FULL CORRUGATIONS AT MINIMUM. THE GASKET MATERIAL TO BE USED SHOULD MEET ASTM F-477 AND BE COVERED WITH A PROTECTIVE WRAP TO PREVENT DAMAGE PRIOR TO INSTALLATION. I RESINS: EXTRUDED PIPE AND BLOW MOLDED FITTINGS BLOW MOLDED FITTINGS SHALL - EXTRUDED PIPE AND BE MADE OF VIRGIN PE WHICH CONFORM COMPOUNDS WITH THE REQUIREMENTS OF °::CELL CLASS 335420C AS DEFINED AND DESCRIBED IN ASTM D3350, CARBON BLACK CONTENT SHALL EXCEPT THAT THE PERCENT. COMPOUNDS NOT EXCEED 5%. COMPOUNDS THAT HAVE HIGHER CELL CLASSIFICATIONS IN ONE OR MORE PROPERTIES ARE ACCEPTABLE PROVIDED PRODUCT REQUIREMENTS ARE MET. 2. SUBMITTALS: FOR ALL HDPE PIPE AND JOINT PRODUCTS' AND MATERIALS, CONTRACTOR MUST SUBMIT THE MANUFACTURER'S CERTIFICATE OF MATERIAL CONFORMANCE WITH THESE SPECIFICATIONS. 3. PIPE INSTALLATION: A. INSTALLATION SHALL BE IN ACCORDANCE WITH ASTM MANUFACTURER'S RECOMMENDATIONS. D2321 AND WHERE APPLICABLE, CONTRACTOR SHALL ADHERE TO MORE STRINGENT REQUIREMENTS WITHIN THESE SPECIFICATIONS. B. MINIMUM PIPE COVER: PROVIDE A MINIMUM OF 12" OF COVER OVER PIPE IN NON -TRAFFIC APPLICATIONS AND IN ALLOWABLE MINIMUM COVER IS H-20 APPLICATIONS. MEASURED FROM TOP OF PIPE TO BOTTOM OF FLEXIBLE PAVEMENT OR TOP OF PIPE TO PAVEMENT. MINIMUM COVER IN UNPAVED AREAS TOP OF RIGID MUST BE MAINTAINED. ***BOTH COVER REQUIREMENTS ARE MEASURED FROM THE FINISHED GRADE. C. EXCAVATION: BACKFILL AND COMPACTION SHALL CONFORM WITH APPLICABLE LOCAL AND STATE SPECIFICATIONS. 4. REFERENCES: THE LATEST REVISIONS OF THE FOLLOWING STANDARDS ARE APPLICABLE AS NOTED HEREIN: AASHTO M294: STANDARD SPECIFICATION FOR CORRUGATED POLYETHYLENE PIPE 12 TO 36 INCH DIAMETER. NOTE: CORRUGATIONS ANNULAR CONFIGURATION ONLY. MAY BE AASHTO MP6-95: TYPE "D" STANDARD SPECIFICATION FOR CORRUGATED POLYETHYLENE PIPE 42 AND 48 INCH DIAMETER. ASTM D3350: STANDARD SPECIFICATION FOR POLYETHYLENE PLASTICS PIPE AND FITTINGS MATERIALS. ASTM D2321: STANDARD PRACTICE FOR UNDERGROUND INSTALLATION OF FLEXIBLE THERMOPLASTIC SEWER PIPE. AASHTO: STANDARD SPECIFICATIONS FOR HIGHWAY BRIDGES. I! f OPTIONAL POST POSITION Silt Flow 20.= PRINCIPLE POST POSITION (CANTED 20' TOWARD FLOW) a ` U P -` --�-- _- > FILTER FABRIC Type III Silt Fence NOTE : SPACING FOR TYPE III FENCE TO BE IN SECTION Type III Silt Fence ACCORDANCE WITH CHART 1. SHEET 1 OF 3 yP AND DITCH INSTALLATIONS AT DRAINAGE STRUCTURES SHEET 2 OF 3. FILTER FABRIC w/ POST OPTIONS :WOOD 2 1/2" MIN. 0 CHICKEN WIRE ^ WOOD 2" x 4" MESH CONFORMANCE (IN OAK 1 1/2" x 1 t. M 6' MAX. SEC. 985 FDOT SPEC. STEEL 1.33 Lbs/Ft. MIN. ) ^"RN w o z_ noIN Type III Silt Fence Protection 0 N = Around Ditch Bottom Inlets. M DO NOT DEPLOY IN A MANNER THAT SILT FENCES WILL ACT AS A DAM ACROSS PERMANENT FLOWING ELEVATION WATERCOURSES. SILT FENCES ARE TO BE USED UPLAND LOCATIONS AND TURBIDITY BARRIERS NOTE : SLIT FENCE TO BE PAID FOR UNDER THE CONTRACT UNIT PRICE USED AT PERMANENT BODIES OF WATER. FOR STAKED SILT FENCE ( LF ). SILT FENCE APPLICATIONS TYPE III SILT FENCE N.T.S. D-1 02 GENERAL NOTES: 1. CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, HE WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY. THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT TO BE LIMITED TO NORMAL WORKING HOURS. CONTRACTOR FURTHER AGREES TO DEFEND, INDEMNIFY AND HOLD DESIGN PROFESSIONAL HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE WORK PERFORMED FOR THIS PROJECT. 2. THE LOCATIONS AND DIMENSIONS SHOWN ON THE PLANS FOR EXISTING FACILITIES ARE IN ACCORDANCE WITH AVAILABLE INFORMATION WITHOUT UNCOVERING AND/OR MEASURING. THE ENGINEER DOES NOT GUARANTEE THE ACCURACY OF THIS INFORMATION OR THAT ALL EXISTING UNDERGROUND FACILITIES ARE SHOWN. 3. WHEN ANY EXISTING UTILITY REQUIRES ADJUSTMENT OR RELOCATION, THE CONTRACTOR SHALL NOTIFY THE PROPER UTILITY COMPANY AND SSOCOF (SUNSHINE ONE CALL OF FLORIDA) AND COORDINATE HIS WORK ACCORDINGLY. THERE SHALL BE NO CLAIM MADE BY THE CONTRACTOR FOR ANY COSTS CAUSED BY DELAYS IN CONSTRUCTION DUE TO THE ADJUSTMENT OR RELOCATION OF EXISTING UTILITIES. 4. ALL TRAFFIC CONTROLS ON THIS PROJECT SHALL ADHERE TO THE LATEST EDITION OF THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) AND F.D.O.T. STANDARDS. 5. THE OWNER, THE STATE, THE CITY AND THE COUNTY SHALL NOT BE HELD LIABLE FOR ANY CLAIMS RESULTING FROM ACCIDENTS OR DAMAGES CAUSED BY THE CONTRACTOR'S FAILURE TO COMPLY WITH TRAFFIC AND PUBLIC SAFETY REGULATIONS DURING THE CONSTRUCTION PERIOD. 6. THE CONTRACTOR SHALL CONFINE HIS ACTIVITIES TO THE PROJECT SITE UNDER DEVELOPMENT OR THE EXISTING RIGHTS -OF -WAY OR EASEMENTS ADJACENT TO THIS CONSTRUCTION SITE AND SHALL NOT TRESPASS UPON OTHER PRIVATE PROPERTY WITHOUT THE CONSENT OF THE OWNER. 7. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE APPLICABLE CODES, ORDINANCES AND STANDARDS SPECIFICATIONS OF ALL GOVERNMENTAL AGENCIES THAT HAVE THE RESPONSIBILITY OF REVIEWING PLANS AND SPECIFICATIONS FOR CONSTRUCTION OF ALL ITEMS PER THESE PLANS AND SPECIFICATION IN THIS LOCATION. B. THE CONTRACTOR SHALL OBTAIN ALL THE NECESSARY PERMITS AS REQUIRED FOR CONSTRUCTION OF THIS PROJECT. 9. THE CONTRACTOR SHALL DISPOSE OF ALL SURPLUS EXCAVATION MATERIAL OR PROVIDE ALL SUITABLE FILL MATERIAL AS APPROVED BY THE PROJECT GEOTECHNICAL ENGINEER. THE COST SHALL BE INCLUDED IN THE CONTRACTOR'S BID FOR THE PROJECT. 10. EROSION AND SEDIMENT CONTROL SHALL BE PROVIDED IN ACCORDANCE WITH CITY OF OCOEE AND FDEP/NPDES REQUIREMENTS. PROTECTIVE MEASURES SHALL BE TAKEN BY THE CONTRACTOR TO PROTECT ADJACENT PROPERTIES AT ALL TIMES DURING CONSTRUCTION. THE CONTRACTOR SHALL TAKE PROTECTIVE MEASURES SO AS NOT TO CAUSE ANY MUD, SILT OR DEBRIS TO AFFECT ANY ADJACENT PUBLIC OR PRIVATE PROPERTY. ANY MUD, SILT OR DEBRIS THAT DOES AFFECT ANY ADJACENT PROPERTY SHALL BE REMOVED IMMEDIATELY. 11. ALL WORK SHALL BE GUARANTEED BY THE CONTRACTOR TO BE FREE FROM DEFECTS IN WORKMANSHIP AND MATERIALS AND IN CONFORMANCE WITH THE APPROVED PLANS AND SPECIFICATIONS FOR A PERIOD SPECIFIED BY THE LOCAL MUNICIPALITY (MINIMUM OF ONE YEAR) FROM THE DATE OF WRITTEN ACCEPTANCE FROM THE OWNER OF THAT PORTION OF THE TOTAL PROJECT WHICH THE CONTRACTOR HAS CONTRACTED TO COMPLETE. THE CONTRACTOR. SHALL REPLACE OR REPAIR ANY WORK OR MATERIAL FOUND TO BE DEFECTIVE UPON WRITTEN NOTICE FROM EITHER THE DESIGN ENGINEER OR THE LOCAL MUNICIPALITY ENGINEER. 12. CONTRACTOR TO VERIFY THAT THE PLANS AND SPECIFICATIONS THAT HE IS BUILDING FROM ARE THE VERY LATEST PLANS AND SPECIFICATIONS AND FURTHER, TO VERIFY THAT THESE PLANS AND SPECIFICATIONS HAVE BEEN APPROVED BY ALL APPLICABLE PERMIT -ISSUING GOVERNMENTAL AGENCIES AND THE OWNER. ALL ITEMS CONSTRUCTED BY THE CONTRACTOR PRIOR TO RECEIVING THE FINAL APPROVAL AND PERMITS, HAVING TO BE ADJUSTED OR RE -DONE, SHALL BE DONE AT THE CONTRACTOR'S SOLE EXPENSE. 13. SHOULD THE CONTRACTOR ENCOUNTER ANY CONFLICT BETWEEN THESE PLANS AND THE SPECIFICATIONS, EITHER AMONG THEMSELVES OR WITH THE REQUIREMENTS OF ANY AND ALL REVIEWING AND PERMIT -ISSUING GOVERNMENTAL AGENCIES, HE SHALL SEEK CLARIFICATION IN WRITING FROM THE DESIGN ENGINEER BEFORE COMMENCEMENT OF CONSTRUCTION. FAILURE TO DO SO SHALL BE AT SOLE EXPENSE TO THE CONTRACTOR, IF ANY EXPENSES OCCUR DUE TO THESE CONFLICTS. 14. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT ALL EXISTING UTILITIES OR STRUCTURES AT THE PROJECT SITE. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE OWNERS OF ANY UTILITIES OR STRUCTURES CONCERNED BEFORE STARTING ANY WORK: THE CONTRACTOR SHALL NOTIFY THE PROPER UTILITY COMPANY IMMEDIATELY UPON ANY BREAKAGE OR DAMAGE TO ANY EXISTING UTILITY LINE OR APPURTENANCES OR ANY INTERRUPTION OF SERVICE. IF EXISTING UTILITY LINES ARE ENCOUNTERED THAT CONFLICT IN LOCATION WITH PROPOSED CONSTRUCTION, THE CONTRACTOR SHALL NOTIFY THE DESIGN ENGINEER IN WRITING SO THAT THE CONFLICT MAY BE RESOLVED. 15. UNLESS NOTED OTHERWISE, ALL DIMENSIONS SHOWN ON THESE PLANS ARE TO THE FACE OF CURB. 16. THE LOCATION OF UNDERGROUND FACILITIES OR STRUCTURES AS SHOWN ARE BASED UPON THE BEST AVAILABLE RECORDS AT THE TIME THE PLANS WERE PREPARED AND ARE NOT GUARANTEED TO BE COMPLETE OR CORRECT. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO CONTACT ALL PUBLIC AND/OR PRIVATE UTILITY COMPANIES SERVING THE PROJECT AREA TO DETERMINE THE PRESENT EXTENT AND EXACT LOCATIONS OF THEIR FACILITIES BEFORE BEGINNING WORK. THE CONTRACTOR SHALL PROVIDE ADEQUATE PROTECTION OF THESE FACILITIES DURING THE COURSE OF THE WORK. 17. THE CONTRACTOR IS TO INSTALL THE SANITARY SEWER AND WATER LEAD(S) TO A DISTANCE OF WITHIN 5 FEET OUTSIDE OF ANY BUILDING AND PLACE A CLEANOUT FOR SEWER AND A GATE VALVE FOR WATER WITH CAST IRON COVER AND BOX OUTSIDE OF BUILDING. CONTRACTOR SHALL VERIFY ALL UTILITY CONNECTION LOCATIONS WITH ARCHITECTURAL PLANS PRIOR TO SUBMITTING ANY BID TO THE OWNER. IF CONFLICTS IN UTILITY LINE CONNECTIONS TO BUILDING ARE DISCOVERED BY CONTRACTOR DURING THE BID PROCESS OR DURING CONSTRUCTION, THE CONTRACTOR SHALL NOTIFY THE ENGINEER AND ARCHITECT IN WRITING IMMEDIATELY. 18. ALL PROPOSED STORM PIPES LOCATED WITHIN THE F.D.O.T. RIGHT-OF-WAY, SHALL BE WRAPPED WITH FILTER FABRIC PER F.D.O.T. STANDARD INDEX 280. 19. ALL STRIPING WITHIN ANY F.D.O.T. RIGHT-OF-WAY SHALL BE LEAD-FREE THERMOPLASTIC IN ACCORDANCE WITH F.D.O.T. STANDARD INDEX 17346. 20. - 21. IF AN M.O.T. IS REQUIRED, THE SETUP MUST BE SUPERVISED BY A PERSON CERTIFIED BY THE APPROPRIATE GOVERNMENTAL ENTITY. 22. AS -BUILT PLANS SHALL BE REQUIRED IF ANY CHANGES TO THE PROPOSED CONSTRUCTION OCCUR DURING CONSTRUCTION. 23. - 24. ALL CONSTRUCTION WITHIN THE FDOT RIGHT-OF-WAY SHALL BE IN ACCORDANCE WITH THE LATEST DESIGN STANDARDS AND THE LATEST EDITION OF THE STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION. 25. - 26. - 27. ANY AND ALL DISTURBED AREAS, ON SITE OR OFF SITE, SHALL BE SODDED. 28. ALL TEST RESULTS TO BE FURNISHED BY CONTRACTOR IF REQUIRED BY LOCAL PERMITTING AGENCY. 29. CONTRACTOR TO UNCOVER AND EXPOSE ANY PROPOSED UTILITY CONNECTIONS FROM POINT OF CONNECTION TO RIGHT-OF-WAY AND/OR UTILITY EASEMENT BOUNDARY PRIOR TO PLACEMENT OF ANY UTILITY LINES ON THE PROJECT SITE. 30.. GENERAL CONTRACTOR MUST VISIT THE SITE PRIOR TO SUBMITTING A BID TO THE OWNER ON THIS PROJECT TO FAMILIARIZE HIMSELF WITH THE EXISTING CONDITIONS. HE MUST BE IMMEDIATELY REPORT ANY CONFLICTS TO THE DESIGN ENGINEER OR THE OWNER. 31. ALL *CONSTRUCTION METHODS AND OPERATIONS FOR THIS PROJECT MUST BE DONE BY THE CONTRACTOR IN SUCH A MANNER AS TO PROTECT ANY AND ALL ADJACENT EXISTING BUILDINGS AND SITE ELEMENTS. ANY EXISTING ELEMENTS DAMAGED DURING CONSTRUCTION MUST BE REPAIRED IMMEDIATELY AT THE CONTRACTOR'S SOLE EXPENSE. 32. - 33. THE CONTRACTOR SHALL MAINTAIN ONE CLEAN SET OF MARKED PLANS ON SITE SHOWING ANY AND ALL CHANGES AND "AS -BUILT" INFORMATION WHICH WILL BE SUBMITTED TO THE DESIGN ENGINEER UPON COMPLETION OF THE PROJECT. 34. IF ANY F.D.E.P. PERMITS ARE REQUIRED FOR THIS PROJECT, THE CONTRACTOR SHALL SUPPLY THE DESIGN ENGINEER WITH AN "AS -BUILT" SURVEY, SIGNED AND SEALED BY A STATE REGISTERED SURVEYOR. THIS SURVEY SHALL INCLUDE ANY WATER AND/OR SEWER CONSTRUCTION COMPLETED WITH THIS PROJECT. THIS SHALL INCLUDE ANY AND ALL UNDERGROUND PRESSURE LINES. IF LOCAL UTILITY COMPANY HAS MORE DETAILED "AS -BUILT" REQUIREMENTS, THEN THE CONTRACTOR SHALL PROVIDE "AS -BUILT" INFORMATION TO THE DESIGN ENGINEER IN ACCORDANCE WITH THE LOCAL UTILITY COMPANY REQUIREMENTS. 35. IF ANY F.D.E.P. PERMITS ARE REQUIRED FOR THIS PROJECT, THE CONTRACTOR SHALL SUPPLY TO THE DESIGN ENGINEER ANY REQUIRED BACTERIOLOGICAL OR PRESSURE TESTS REQUIRED BY THE F.D.E.P. PERMIT. 36. IT SHALL BE THE CONTRACTOR'S SOLE RESPONSIBILITY TO PROVIDE THE DESIGN ENGINEER WITH ANY NECESSARY INFORMATION NECESSARY FOR THE DESIGN ENGINEER TO OBTAIN ANY NECESSARY CERTIFICATIONS. THE CONTRACTOR SHALL MAKE HIMSELF FAMILIAR WITH THE CONDITIONS INCLUDED WITH ANY AND ALL PERMITS REQUIRED FOR THE CONSTRUCTION OF THIS PROJECT. 37. ALL EXISTING ASPHALT PAVEMENT, TOP SOIL, ORGANIC CONTAMINATED OR WET SOILS OR OTHER DELETERIOUS MATERIALS MUST BE TOTALLY REMOVED FROM SITE. ANY EXISTING SOILS ADEQUATE FOR USE AS FILL MAY BE RETAINED, REPROCESSED AND REINSTALLED AS COMPACTED FILL. 38. SITE CONTRACTOR SHALL BE RESPONSIBLE FOR GRADING WITHIN ALL PROPOSED LANDSCAPE AREAS. GRADING WITHIN THESE AREAS SHALL BE AT OR ABOVE THE PROPOSED GRADE AT NEAREST BACK OF CURB OR SIDEWALK. 39. ALL SUBGRADE BENEATH PROPOSED BUILDING AND PAVEMENT SHALL BE PREPARED IN ACCORDANCE WITH THE PROJECT GEOTECHNICAL ENGINEER'S REPORT AND SHALL BE NOT LESS THAN 957. OF THE MAXIMUM DRY DENSITY (MODIFIED PROCTOR) PER ASTM D-1557-78 (TO DEPTHS OF UP TO 3 FEET BELOW BUILDING AND 2 FEET BELOW PAVEMENT. COMPACTION UNDER PAVEMENT AREAS SHALL NOT BE LESS THAN 98% OF THE MODIFIED DRY DENSITY (MODIFIED PROCTOR). 40. ENGINEER'S CERTIFICATION REQUIRED 30 DAYS AFTER COMPLETION OF PROJECT. 41. ALL LANDSCAPE AREAS TO BE GRADED WITH CLEAN FILL, ABSENT OF ANY PAVEMENT BASE MATERIALS. 42. SITE CONTRACTOR SHALL REQUEST SOIL REPORT FROM GENERAL CONTRACTOR OR OWNER PRIOR TO SUBMITTAL OF BID FOR THIS PROJECT. 43. ALL BOUNDARY AND TOPOGRAPHIC SURVEYING INFORMATION WAS TAKEN FROM A SURVEY PREPARED BY CUMMINS SURVEYING AND MAPPING, INC., DATED "REVISED" 8-03-04. 44. M.O.T. SETUP MUST BE SUPERVISED BY A CERTIFIED PERSON. 45. TEST RESULTS ARE REQUIRED UPON REQUEST. 46. THE CONTRACTOR SHALL CONTACT SSOCOF (SUNSHINE STATE ONE CALL OF FLORIDA), AT 1-500-432-4770 FOR LOCATING ALL UNDERGROUND UTILITIES WITHIN RIGHTS -OF -WAY, (CHAPTER 556, F.S.). 47. ALL RPBFP'S SHALL BE TESTED AFTER INSTALLATION BY A CERTIFIED TESTER. N OTE:I) REPRODUCTION OF THIS PLAN IS INVALID UNLESS CONTAINING 11 ORIGINAL SIGNATURE AND EMBOSSED WITH ENGINEER'S SEAL AS PER CHAPTER 21H.23.002 FLORIDA ADMINISTRATIVE CODE. Z23�6 MITCH COLLINS, P.E.# 54608, STATE FLORIDA DATE REV/DATE BY 1-4-05 AS PER CITY M.C. B-24-05 AS PER CITY M.C. 11-14-05 AS PER CITY M.C. 1-5-06 AS PER CITY M.C. 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' rt; rr: f `` ? i'{�"1 l., C!'�r(L t, r ii�t. I 1' , _ .7 y_ C� � ��_Ay.:.. . , ,. ;I: \. i.:- l .,. r� , � �� ....,; ,.,_ L`Y • r "-. i.;'j ._. -` C� I 1�f itr _ i `t. c^•�,I 'v'� - "'\r...•r. �-' �t i 4tJ. �`� TO REMAIN ., �� ,� _zT -�' � ��"r>��: F'F�-�••' _ ..,-': � �. -n � `,.:-�; '�� / ,t -�• - 1 � _.� �'r � � � r�f � �-.f�� {y'� r�-�` j wax myrtle i �`l ;r ,�<' /, -- 1 ;r-:�:� -{;j �. •,� J./ //7 ,. • `S r' J /-\ l-J _JLl.1 -. 'i.�j - ,1 r`\ f f' I , i L� -�• 1 %� �\ I \ I -N � �_ - . I - �, r' ;d",, , :�Y,� ^ �+ � _, �- -}'--' �r! { % � \ 1 �. •Lti"ktzti;.-J -` � �� l: aIm P ` _ .,a j' �C TEMPORARY WALK -WAY r: >, t,'.{f /%�•/ELEO�}�IC BOX t � t" �r / `%i,�/TE�:'�/COMMUNICAT)'ONS J r AND CREPE: MYRTLE � ,\ IN THIS AREA TO BE TEMPORARILY t .� �,,' _rid,% J�•° BOX � ii ',\ /•, %�- '� 1 j�7':• ;�� l�� REMOVED AND THEN TRANSPLANTED �4�: _�`,'; ,i, •`A;i•TR�AN�S`FORMER/ - pine J` '� ;� `a i 1� L..---._.. --:� BACK. AFTER. CONSTRUCTION. (' / /,'. 1 f n,\ rj"'�, '• Ct _ � ._ !1:*F--);+.. � i1�' I 1''� ill\�, .i : C ,,,`V♦ j./ ,f..:, M,.k: / - - -\\"� 1 ��.....= ` I` - i• � 1\, � ,r _ � _. -�?� r .(.,-., .. r ,\ C _ \ L \J� L_ i • - \'\.. l \ •_r ' - �`7 � q.l ��>-. � 7-.: ^r ` : �. r,• /•? � i ` � - r• -C, �. j :v-•. 'a anese/ rivet i ;% ; ...-1;-t--� `('�I r �.)��• `�,_ ( _ -f 'r ire jY y: �%� � • J s- •� cypress ;' % � ,. .r. ; , } <<� (1) CREPE MYRTLE TREE L,,-��' ,>,: ;;;• '' ,�,, ;' ,r 1 r LOROPETALUIVI SHRUB Iv1ASS �i \..-�;;c:•. !` i ,..�- (1) . 4 SHUMMARD. OAK (EXISTING) TEMF?ORAR '1,„ �' `!''" 'I-<'�,�,�"-;, ��-P - \%-- r-r..i-- I I _ ,,,'t. � �L 1 i � l',1 _ 1 /r rr BU FORD HOLLY SHRUB MASS WALKWAY �� ; � _ � 1 i crepe myrtle / ,' �' ;� .. � �y�;. � `.�.%',` �� /; 1 ': i } � %� (1) 4 LAUREL OAK �.., � .� '� . /' ��' �' � / ` I � VIBURNUM HEDGE MASS r'-' f' ��C�`";-�,'•�� OP . ��1J1 � i.. r it- „ .1 ,I_ c _,f- � f-.., .I I \ LOR OP U M SH B MASS ta`.�. pJ�'�� O / ,,�-.>' \,•\ ... , ..� ... _, ,._. t._. �" t.-.. (.; _ .. I��,:j-' � -...1 I � �. . , ,_. I _. _. .._ I . __. , t I I_ . : _J L_.. I, :...- t '�) : � i » - t`• Y>? J .i ' \ � _gr � v '/ ;'�: { 2 6 L A U RL OAKS i - •-> '� �� 5 CABBAGE PALM :) �..!' ; G '�/ f r 1 . r (• _ ,, -I , / r. � ';: ; ,•....� , G%mil LA a�. _ o c rMASS- r Sf-1RU- B ♦- oak- r4., -r - , , :r:•::•. i•i:(i•ii::•:• is . i c ) I !f--1__. ;i,; `.: �'.:< :� PLUMBAGO HRUB - -- S MASS ��'•�;.�,r+��'�``• ,; ;;' ;, ; ;. A�-;, �' ;S.t-iRUBS :AND GROUND COVERS COMPRI 6 LAUREL OAK =l—I �a + ;= ' ; S'H R U B M•A S S : - t �� ;" 1'`\ ; ;'-'r--;:...-•. r ; rr-. � �.,SE � ' _ �=A•T 3 O o TH Q U I FZ BUFFER F '� ,% , \, ,`_t•, � ,`, � ;` LEAST % OF E RE ED B ER , C' � ;' 1! `1 �' 3 JAPANESE PRIVET TR ':UI.I'L.�--1r::;t! �'I `--f-�-- f ` �1r: ;"d'� � i � •i" .-;�:REA . ._ magnolia ,� ,.� ( ) EES' L .,.,7 ,,t�: i:` AND FORM A CONTINUOUS T1-FOOT CABBAGE PALMS'r'- �' cv /''';;. `(') HIGH LANDSCAPE SCREEN ADJOINING DRIV W 4 E A 1'S --__-- (1') CREPE MYRTLE TREE i ' � '/`, 'AND PARKING AREAS 'USING SWEET VIBURNUM. • .:,: L.� i, � ` INDI'AN HAWTHORN SHRUB MASS i- �� ; YA U P O N HOLLY SHRUB MASS I_•�� 1 � _ %'_. f -.,; :,�,w I� •�' 'j ,• / , ,• PLANT MATERIAL TO BE REMOVED AND assorted ,•' ';'` .. - ;` ;' • , , shrubs ,� i, � �' �,,- T_t ;• ;,. ; , ;` TRANSPLANTED WHERE SHOWN ON ILANDSCAPE PLANTING PLAN BRICK PAVERS � �: I f d � i �I;i. •, / r % � % / . t .'' •r.1 �•� ! 7" - CABBAGE ,�- WITH METAL BENCH :;•.a.:•. I ' PALMS 1 4 'b Y LI,LLIES�� •'� ,>_>, i ,;= ,\\ �F<-'-;\,'�;:,` ,, i ,ii ;'� �' r" r j (3) CREPE MYRTLE TREES ,',' i.'l.,jl\(;ir�'i_. ! (�_ ;%'r/��,; i�. -`'' ''�i_ : ' li� ,'1 /jj � ;' l;' . (3) JAPAN ESE PRIVET TREES .,,,:r:_-:I_��' { ,` T' � 1- ; it / l f ; 1. 4,,. LAUREL assorted j' G `� ( ) O' A K t 9 !.. r r A i I v r ti � t' ( ) UREL OAKS 'co e � r 1 t: 1 + S �, ,ir r H U I t MMA r ='t..-'-- -I-- -ter -•' `a.; : ! � r -? .r 5 CABBAGE PALMS ....-... - -_ -- .:.' ; ; /!/ ( ) (1) CABBAGE PALM ;.`':"..-� ;�-,-� �:j' ,� � ; ! � � THIS PLANT MATERIAL TO BE REMOVED AND SAVED WHEN (1) CREPE MYRTLE TREE INDIAN HAWTHORN SHRUB MASS <,:.';. >s .-,- �r � � ,+r ...-`,•,`:`'` .�1�1�ISFCtriJLF�/ �r/ AND WHERE POSSIBLE. THIS PLANT MATERIAL MAY 'BE \ INDIAN HAWTHORN SHRUB MASS '�::' I.��'-iL.-i !'�' ::.;•�:._,C:..i`✓i P�J.l' '� S ).-`+r � �� 1 l �' ' �7� �J; i ;t SUBSTITUTED. FOR ,PROPOSED' PLANTINGS, F POSSIBLE, , TRANSPLANTED ON .SITE. : - TEMPORARY WALKWAY .\fir .•;I:(1 j �1 I j� i Q ,� j.l- �__._ INDLAN HAWTHORN. SHRUB MASS t. , �-' / VIBURNUM SHRUBS AND -VAR LIRIOP.E "" ��,! Ifl � � >� � ' f YAUPON HOLLY SHRUB MASS IN THIS ARE TO BE TEMPORARILY. I_ ;II + I I � PLUMBA RUB MA REMOVED AND THEN TRANSPLANTED _ � �! � I Q• GO �SH ��.�' _.� ; � � � E TA L U M SHRUB R U S S \' • .; `� BACK AFTER CONSTRUCTION. 1 p � + LOROP B MASS I,�-----,tit :, y 9 _y'l VIBURNUM HEDGE MASS EXISTING F '' IRRIGATION :�-U j I+, Oi: ~ I i (14) DAY LILLIES '-- CONSERVATION EASEMENT ��-' URNITURE STORE � ( , � . ------- WELL l .''� �... ! t\\ �:! j I I � �--� (� CITY OF OCOEE � ;� :• ,�,_., �� ►I ; — �- SITE LANDSCAPE INVENTORY REMOVAL P W. ;'� ��- �� t< lL:I `; >�...;I `I•'�%'I B 'CKFLOU� II I �• , ` y�. ��7 �� ; \ _ - Jam- � �•I .. ` _P E V N . r j= i E TOR I t '$r I oY"• --.ir d I .,. _ t1,, _,;. ,/` t `•,' �--.•, t: t• _- -`'yam Y -- - li" i It c , _ � I � '� � � � Ill l i f I � i •,, 1! / -----\ r�� ai - ` '`4 \\ _c =" i/ i ``\',. I �� `_� � I i ;. I ! ( 0 20 �0 , I : o _ SCALE 1 2 •1�,__ - r- ^ir•r�'i i 'r. it,l:" 3 11/14/05 REV FORCE MAIN. AND ADD SHOW IRRIGATION .WELL J.S.. . • /, ; :_! t.l i �_ ;, n' � I , r t I ;_._....-......._.. _.. _! ....., __ _I� . .._ ._._._.._ _ .-.__ ,•�_ t 1:. \'. 1= I EV PER CITY COMMENTS OF MARCH 7, 2005 , I t� R �:-.-, .. , � _, 1'- "„ c• -eo \ i.i •'-, �• % ,at"" _'",>t' - - _-_ .. .___. _. .---_.. .... _...-.. --- rl �i '1: __.___.r_=. � _.--- 'rt '� I I ( J.S. •r � ) - "�- .••�: i t7 ,,, •,Lk. +' I • t ;[ c�;1f� I t%, !I I 1 01/04/05 REV PER CITY COMMENTS OF NO !, , r S. , 7 L J. • ,..� ., > ,�� .. _ t' `� 4 , �;. .: i• t ,\ .r...;,, , P , � �\ r 1. c;, `y ,•r� � � :' ' t. r- ^ _ i:! 't` 1 RE}/. DATE' .I DESPTION r'�•, i \.�`��::-%'"' � - -=j-- Y';---t' �� I," I is l 8Y �,.-,.._. .. � I i j r / I REVISIONS ■IWWF■H!H!x■Itllrli■H■!f■N■II■if■N■II■Ilrx■NrN■11■N�1. f■ N � ■tW `•.,. -.�' ..i "' _-,._`I_''%t ? �. �_j�_ __7 _1-i.._-z=�=�-_�.{' .\\�` -,i , I : �N/r■ f■H/U■ i■Htl■HrN■Itl ' i t._I I .._ _ (_.. \ t r' 'f I t. � 1 , 1 p / i -Y>�- � , � I Y; , Nit .r' 1 Itirtri Ittrllt tH■II■ -_}_ t ` \\� ,' CJ �_:� .0 ;�I,, I II ;!� HUDSON FURNITURE � OCOEE : OHL OHL OHL tail OHL OHL. BUILDING EXPANSION OHL OHL�- ' _._._.. OHL �` , %- %;------'--= __,,,,� SITE LANDSCAPE INVENTORY REMOVAL •_�r.� �Ii�IF_^��--�— , r �t CITY OF OCOEE ORANGE COUNTY, FLORIDA - STA'T"E ROAD 56 _'•-- AtIA�I;Fa, `i � � �\, I�HE STERN DESIGN GROUP9 - P♦Aa ✓tr 24 S B S LANDSCAPE ARCHITECTS LAND PLANNERS _._.._._..._._..-__ _.__._..._ __...__.__._. ,/,, tom.. ��-___._________--� +,� --- - ,., `. 2 each treet, Suite 201A,. Daytona Beach, Florida 32114 (386) 252-7441 FAX 252=7442 NO'f WITHOUT %� Stern:Design,GroupQatt.net EMBOSSED SEAL PROJECT NO: MC #240-002' DATE PREPARED: October 5, 2004 hudson@ocoee .._:. -•.a - -_. :'•r.._...---'------__--'--.....-_-_--------.._. -":-'•-------"----__......--_.-------�---•- ;-.s_---_._..._.-----------------__-_.. l.lvl._.-_------____..--__....-----'-'-'---� f��il •- --_`• - DESIGNED BY: J.S. --..__...----_ '• .-.__._`_._..____. -------._..---..__._,. f\,S-'--_..._..._......_._.--.......------...._..._...__ .- - F 1;:1 f Ivy i,l XREF: 0-1 J.S.CHECKED BY S. DRAFTED BY: KED J. 1 , SCALE:. 1"=20`-0" SHEET: LA-2 OF 5 _ FILE LOCATION i . . . - � I . I I I I . I I .1 SHRUBS HRUBS .. .. AND I I .GIRI O 1U1 NI . DI CIO11: V*—�ERI S � I COMPRISE OMPRISE . AT LEAST 30 OF THE REQUIRED BUFFER : .I . . � .�. I -I .. .. : .AREA_ <CONTINUOUS I � /: /I I .NI I I ,UI .OI IRI .M,.I - 1.AI I , C�OIN. IN� UOIUISI, .. . �. .. I� I I, . I I .1. . . (3') HIGH. N ADJOINING DRIVEWAYS ' \ I 1 I II II AND PARKING AREAS.SING SWEET VIBURNUM. .. 1 sI . I. I � �.... .�.. I f. t,-I ,-- tI:. W. .,...� 11�. ,1 I'III /. I" , II I I'I I i - F.. —,,�...1?XI—1�i/, I �!, kI- b r:11 . V I , h/.1..-'�,�,-. _/fI1 �P".,:.i . IMLI1XIN"W1NHEIIsIIWIktN1IsINIW"!!!nt��m��"0!1011m!�!!�fl�U*! T�r�riwiiii�lilklmllillmilj,W1 �" �•I�:;- I ;-r/ /,"i:..0.iill!miipllmi- , 't�-mllilw! !wii,IP11011011TIPI*0EfIqq01P1(� i- ,- ---,,'� .-- ,'-Iz / I 1,,.,--I ��._0("ij�*IijE7!I1lai -. I z\-s` :1 ,. 1 I . , ). .Q.. i , I 9.- t1 I< . .� .) I0 .'TT �inlio�!IqIxmlp!i. .s !"I7l!]jjjjf IMflIM�4jjx 1;j i III-Ij-I" _�",-*.;�;,:-i,_, - Z;�--z� _. � 4 __ Ii i ft) . I 1� ti ,' w, ,_�-i,-I�"` -<,,�-��, � ,,� -_j,,I , � I.I/ /, .-I,,r? ' , .I--,, ,.,,- ,N-,— �� lt�! i I,, , I I I"t ,\.( � s -I ;I. /.. � 141 AAd VIB jI SOD ," / , v.7- \I\,"�_ `1LIR " _j t" //q1, _/,�" I �,z- , .'.I;;I I . --.- I.. I.. .� .I .. - .. 1I . .I �. ; I " .I IL.I I11 /III III I ! �!I " . .� . . ... .'s eI71I� .II . 40II " Ik ..I _ ., < I �1 ..I .,- ' , �., .. �I.. . . .I�� , I X .- . �.I. . � . . . ,-I /.. 1. .. . I . . . . I . I I . I ` ../ . : ... A I I I ,I� � '. � .1I - II � . *- . ..I I, , .I. � . . ..� I � . �. .... . � . I ... IIII. .../.I. I I /I . . I I II I � .... � . . II . ... .1�. .. .. 1 . 1. ..�I ,.. .:. ,.. I . . .1...�I I. ... ....I. . ... . I' . � . . I .1 I ..I � � ...�. II �..� I . I� I1. I - II . I .�I I.. .Ii....., 1 1. I. . .. II..I . I � ,. �.. 1� ., 1___-..tj'k, 11,L .I i, Y,/ / . _/ ,4IF T'HE PROPOSED TRANSPLANTED MATERIAL IS UNABLE TO BE _.1 C. /`�,,ji I C�RIBox 41 -, -," - IPLANTED1-NEW T' SAME WITH A MIIIMIM "' . .4?e?I 1.I. 1/"''Fr�., CALIPER OF 3" DBH:AND SHRUBS OF THE SAME SPECIE C. I 1 t 40 ".z, . / "1- � WITHIN CITY MINIMUM SIZE REQUIREMNETS SHALL:'B.E .INSTALLED / Q / � . 1,T INFORVERf-OF S,,OAMSFMCRES�, NWAOEDMASSNN I � I/1 "1 WALKWAYI / AT 17ME MFME I 1,, pine � � / /� I 5 _te�,,. ,1VIB TEMPORARY I *F" �1i j /I / A�� / / .I .VIBURNUMSHRUBSAND }JAR LII R'DPE - T // . ,r? ,I� N THIS' R'. � ir'6"I . AEA ARE TO B TEMP0fARILr /I / i0 �_) U!UI �, - N 17 QI ('I,'REMOVED, AND �THT- .II I ENRAI 1,� . �i I -� 1 , _-0 ; /�/. � 11 � /// . _N L�; V11B/ \ 14 �.oJUS, . i 0 20 40 ,,.� " lI 7L_. II, I PLANTINGS , oponeepr.vet LOR / . 4 ( 1 . /SCALE 1"=20-O/ , /I ,' � . I,-- � SOD i- 1 ,, 'IV;I �O/ ..I.- -I . ...1� . I... � . I. . I. . � I1. I . . . . ._ 1U A 1." LI',_- , // 'I�t A00 Cj //1 1- E.i '-i RAP I,�. I.,i� -"111,x / / . e F /11 I ,I F.it, ! _!!, I 1 / l .,.�."V I cy�ress ��I i I- Qs / . Q. . .I '�0 �AER% ORIvEN V INTO GMUNO V O.C. � I1I�"I 1. � � I "/ A L K Y1. .r7CH1%1(1=r N14N "I' / I I / i, ,!'1f I .z,'....f�- // I I I i! �� !`, \ ! / j,x.f, I I I I / " oil. \0I . 311`�Ifj I !i I 2 41M i I, , . r 0. . I/ 1-j..." . , PYG/ / 1 1y0 . 0C- I . ,.�"';. crepe myrtle / �I1( I . I / / II. - I7d:. —\*,. .}- ? // 1`kA I j / +, \ <X. . I . I �I I /�"'..SOD'0Or' � 19 \ i i I VLRI , q _?.�I 1" I , I / / j tN,_�\?� V� . , t 1 1 I I !, / ,;Jr \ \\ DRIP LINE (OPTIMUMOR ",� --! 1II! i -- CONSTRUCTION LIMITS (MIN) // I loquat I 1 1! I 41I / \ _0, B' MAX. //__.,)?-/� / / , , 4YrV, Ip ,\ ., ) .. 1"x6" #3YP / f `,I. ,,N'"( . / \<. iI . . ) I.1 IS i PY.6 4\) ) . ORANGE CONSTRUCTION FENCING�,. .f__'? ��,- �*Lj.�,�iL 20 �lR // . /`/e?,�0/,/" ,-,. : � 1 , "I• i"`1 3 / _�; ,\ . �-, '- p. . I SOD \ 0 . �, i . -a. NCH AND TRA / ,I .,," .. . 1x4" OR FENCE POST // REC . . " �1 I �f / -J--- IR"RATI0 BACK�LOW PREVENTER I ( \/1.., CONCRETE PAVERS - .1-' > j1I ,+j 1 TO BE PAIN AK AND manoli,ga -_ ,BIKE RACK ON s , I I CRE91. STI\ _/ -Y;CONCRETE PAVERS LLT6 , 11 i"NGSHADEBURNUM ;./ NOTE: HIGH VISIBILITY PLASTIC NETTING FENCE MAY BE / __, , ,CRQ 1 � 'EY 167� BOTANIC4L/CDMMON NAI HT. SPR, REMARKS IF APPROVED BY REVIEWING AGENCY. // . . 4. NOTE: TREE PROTECTION TO BE INSTALLED ON ALL TREES - ") "I / ' // . Q/I 1 Quercus [Qurifolia.� CD 1 WITHIN THE CONSTRUCTION AREA. / / 1�/ �_12'-14' 5' Min 4' DBH .2 �f.r BUILDING 38 11 /.I Laurel ❑Oak TRANSPEXISTING / LANT E PROTECTION DETAIL "I.TRE_.- , I ) 1�r, rf (4L 3 aurlfotia 5" Mi N.T.S. 1 --1L—-J! I) RA la / / . � 12'�14.] r'-", Quercus tLAT EXISTI6' DBH . ,r.cssorted jEXPANSION / /OLaurel OakTRANSPNNG 80 VIB HI . shrubs _�7�,-.Id > .,-I 1i2 ////1/DS I Quercus shumarcii12'-14' :51 Min 4' DBH. IVIL DWGS. FOR TREE PROTECTION ,1/I, .I Ij um SEE CVL ? t-Il . ? ( I , ,y// /I.1fSharc❑Odk TRANSPLANT EXISTING DESIGNATED CONSTRUCTI"ON" AREAS. �..Min 3' DBHAREAS I A' (. 1! I /// // QV I Quercus v'rq'na'anQ. 12'-1451i � / Live Oak 1 , - 1i , /1� -I-_` -_. I2\j't-. < �, 1 " � . .F,1".iSP1 -1-4. / / /UNDERSTORY / ORNAMENTAL TREES . _// A_ �'�e\ )II,-�- /// '� . I I . ET i i 'assorted p � I i / / I . . �LAKE BENN__ '1I_--_ �____I �_,;I .� ��,/ 1�a- _ I 4I- Ii, / r, I . I . ! I round / ;i I(-.-4-- I - /gover ' 1I.. I 'I t/ LI 3 . Lagerstroemia inclica Tuscarora'. 10' 3' MuLti-Trunk / � _i I----- _- (I�-- ".....��/. . I 6I/ Red Rower Crepe :Myrtle MIN 4 ) TRUNKS MIN TRANSPLANT EXISTING(1,j -1. - :L V I* _'\_/ !1/ i. . LL .3 Ligustrum lucicum 8, Mukti�Trun �, . ...*,�I _-. ) I. .-,r 1I ", ! I1Wax Privet Tree Clearance to 4' FULL TRANSPLANT EXISTINGGENERAL OTES - - �._-I II:_:_UNDERSTORY/ORNAMENTAL TREES (Rol Ma),(i-4§I /, 5,TEMPORARY WALKWAY I"1041h:-TRNSFORMER;/V . r �KEY QTY BOTANICAL/COMMON NAMES HT, SPR, .1 /,I 11VIBURNUM SHRUBS AND VAR LIRIOPE � ALL PLANT MATERIAL THAT IS INSTALLED MUST BE FLORIDA N0.1 ,,-� IN THIS AREA ARE TO BE TEMPORARILY u _�.\�C. I i SP 21Sabel palmetto IN GROUPS WITH TWO -FOOT (2')REMOVED AND THEN TRANSPLANTED ".t;:,tom;}-` "4!ii /aI 1 Cabbage Paim INCREMENTSA-A'GRADE OR BETTER ACCORDING TO THE CURRENT GRADES AND 1 \ _1^`/ �\ ,";_r�-Ih:; I 11ii ,i 8O2O.A \ BACK AFTERCONSTRUCTION. i_W. Q 1 STANDARDS FOR NURSERY PLANTS, STATE OF FLORIDA, ', \, i\,` -qIL M TATING DEPARTMENT7 OF AGRICULTURE. ";-!L,_ -0L., _P, "'�""/1 I 1R 1,,,"."(■KEY TYDTANICAL/MM x, � _4_1II. 1, i . >i 1,.�QBCOLE VN FSPR. REMARKS ANY VARIATIONS FROM THE APPROVED LANDSCAPE PLAN MUST BE = ._ -_. _4� 11 I I t , 7- 4!-:1 i i ITCT. UPON REVIEW i 1. _f11 iIt .'L i ICRO ''TIALLY LANDSCAPE ARCH . BY THIS OFFICE, THE CITY OF OCOEE MUST APPROVE THE -!H 8 Cociaeum.varlegatum Petra' 10163 Got Cont �I�F% H-_-tI r,1 JI I iI . 30' D.C. REVISIONS TO THE LANDSCAPE PLAN. THE CITY APPROVAL MUST f' 'IL.... L. �! i f� I. I Iz ; LIG 45 Ligustrum japna 3020' BE SECURED PRIOR TO INSTALLATION, FAILURE TO COMPLY WITH ..._.... 3 Gat ContIRRIGATION (,_ : -apanesrIVet.---.01 lit I 111 p30D.C. THIS PROCEDURE Y RESULT IN REQUIRED MITIGATION AND/OR ..� ; . EXISTING FORNITURE STORE WELL '-.IF!I � , i.I LOR' 29 Loropetalum chin ' I1 e.. .../.. .A-, i■! �t () i ese rubrum s24 DELAY OF THIS PROJECT. , . �; k"., \ i=i — I. !�LoropetaLum 30' D.C. PLACED IN THE PROPOSED LANDSCAPE FILL DIRT TO BE _(. (''.-.1I 1 II iI PYG 2 Phoenix 3'-4' 10 Gal Cont VA H RANGE BETWEEN 5.5 AND ,x___ /', .,I_."1, FI il PymDate Palm AND BERMS, MUST HA(CITY REQUESTED ADDITIONAL PALMS) :I-.\" -I/ I 1! I gy ,.Double Trunks ANIC IN NATUREFREE OF ROCKS DEBRIS, OR fir''' I6 / \i 1 1 7.5, BE ORG. . MATCH NATIVE EXISITNG SOILS. ) Sp � I RAP 63 Raphictepis indite �/181 12' 3 Gat Cont J1I 6; - I Indian Hawthorn 30' O.0.t--45 It � I 1i VIB 61 Viburnum ocoratissimum 36' 20' 3 Gat ContEDGED WITH SMOOTH / /0 ,1 CURVLINEAR LANDSCAPE BEDS ARE TO BE I -tL\ \ LIG 1 "'i I I 1i I 30D.0 FLOWING CURVES. STRAIGHT-LINE LANDSCAPE BEDS ARE TO BE 1; 1 weVurnm (Setibu ___. ;\ 1��, -.1.1 12 LIG 1��1-.—,1..,�MI � i fiv" . TRAIGHT LINE AND BE PARRALLEL TO PARKING / I , IN'" "• . :) _- 6 LIG 12 LIG \\.y_*.,II Bw .1 .EDGED IN A ST. 7_1 ��. \____��-. :-�R�t,, � ::- �-,1__� !- , ,W, ACKFL GROUND RES UNLESS INTENTIONALLY DESIGNED TO "I * . "P1�-�- �,'7�1,7_,,!-_- �-::\'1 I KEY UTY BOTANICAL/COMMON NAM AND STRUCTU,"K - 1.�,��\' "'. .�7:' �17-)-,\-j k_,-_..4_I_),�-!i IPREVEIITORES HT� SPR; I f;— NI�y P;! ANDER. 7 �_ .-ME_�/�j ti LIR 170,, ,-; .6!�ipuscari Evgeen Giant' 66' i-2! -�.,fj—M.It-- -I""R 6 1 I \ �- :1i 1 Gat _"1)/ y _ I1,= ;/ 1I'."7 , i� ��\\ ,�iEvergreGiant Liri TINE SOD IS TO BE USED IN ALL OPEN LANDSCAPE AREAS . 1_�I I .'. en ope 24 I �- ; AS SHOWN BY THIS PLAN. IIi \ 1,z�z_VLR \ 1t0 I i i i 185 Lirlope muscari Variegate' 6' 6' II Gat Cont I S"� il X\AV 01I i i I VarigQtecLirlope __. SOD " \P\ -1--�1�", I; I . ALL EXISTING ASPAHALT AND HARDSCAPE TO BE REMOVED DOWN TO _-i is, D.C.II i I i =. .. !, P �?.�SOD - 1I I Ii1 . 3 1/LANDSONATURAL SOIL LEVEL PRIOR TO ANY N .!\�iil,,',-III HW WELL J.S.- i % -lt m1 114/05REVBDG IRRIGATION . U ,I _i 11 I-11 .-..-,....-.. -...-.,..-..-.,��-.-�-------II .� 3/30/05 OMMENTS OF MARCH7. 2005 -.-- -.REV PE ---. - ___. 2 0 _.-- --� _ J.S. \ ."", � ! - CITY C T'-I'_11 ,�"-,,,�A,�1 I��...T - — -�.�-�....----�",.----...-- -- 4 ---.�,, -.- __ ___.._..-_— --, -_....---._--1--__-_.____. - T,'1�I I I I 1 I , �, i\ "-, , * . f Ip I I REV PER CITY COMMENTS OF NOVEMBER 222004,/! .-I�lpII- 1- I I 1 01/04 05 -,�A i. !,b t�, /_--\ �._1,'.,K_ - ,j . �%1 I b ; I J.S. 1 , JLf;\1 ,- ;j�,!-,j# !I I 1 DESCRIPTION _! REVD_/ ATE t A I� 11, - I c_,1 __............... __,i ..,z, l I VISIONS IMIE#mIWHMIMIMIMIMINUMIMIEIIEHMIMHEM[IMIEHMISHEIINI 11"m".-lmlmimimmtmimim.imumiwimid.-.."Hlmmmmm.I. i" p4do -, )_.- � I I ..,. � �. ,. �...� . .1.. I I I I .. ..I.I I I ... � � - .... I ..-. I.. . . 1 I. � . -.. ..s I1- . � ... I . . ,.. I.. � .. ..II I. %.I II ....I I. I ..�I I � ,I..I I I 1 I . I - I .. �I.I.. I �.I... I - �. I �I. I I I ..... � � I .I �I I .I I I�II � .I�I.I , ------ EXISITING TREES WILL BE PRUNED, � FERTILIZED, AND THE FOLLOWING TREE PROTECTION DEVISES I PLACED FOR CITY INSPECTION PRIOR TO COMMENCEMENT I OF AN Y Sl TE I . I . DEVELOPMENT ACTIVITIES. . � EXISTING TREE KEY - I I I , I I , I I . . . I I I I I / � I � , . � I I I � / . . / I I . , I . , . . : � I . � INHIHINIINIfailmHolloffaImtHolimilalimilmimomtHE . iinfislimilmilolHolimimlimiimilmiinilnimfimlimHolmilaflaimilsiolinBEHNiialinilNllelinlisomilmilatoliniiiHimitalin I /I I z 1� � " I ---- --- -....,... ... ... ....... ... .... _.. ___/ ------------- ._..._____ ----___I....._......_._.._ _...--_.. I -- ----- 1..__..._______ , ... �.-..,-.--.�-�'�.-.-.��.-...--...--......-�..� ........... . � ---- ; / " I . ". I , I � y I I j I , / I, , I I . . - . . � I I LANDSCAPE I / SCAPE PLANTING PLAN // � I I I I I I I , I . , I / . , I I / 11 / . i I I I / 11 . 11 I I . I I ! i I i . . . I � . I . 1 � I . I 1 � � . 1 . I. 1 . . . . I I . ta .0(F ,I _ W- I I II - . � I1. - .I � I � . n0U1 I HUDSON FURNITURE. a OCOEE 0RWIM I . I ! �. _ __. BUILDING EXPANSION OHL �- j C�OHL 1 - .I I OHL OHL 7Ik67--______..___.__Q_OHL OHLC!-OHL OHL I OHL LANDSCAPE PLANTING PLAN. . . GAS LINE -__ ,,L; ----,-I------I�CITY OF OCOEE MARKER ---0'/i i 1\ ORANGE COUNTY, FLORIDA STATE ROAD 50 1 '%i �1, . I. I THE STERN DESIGN .GROUP, P.A. . WV �,LANDSCAPE ARCHITECTS- LAND PLANNERS -------------.---- ..-.------ ----.--- --.-------- I, ..---------------. V�----� --- It - - - - ___--A-V - /—vlj ________-------,1-; 1\ . l;i _____....._____- ____--________6_.__..�Ail -I------------2S.Beocree oeach, lorda 1—r� L I 2, ,i14 . ..1IF, Xzll (386) 252-7441FAX 2,52-74+2 I NOT V ID ITHOUTi Stern.Design.Group@att.net EMBOSSED I I � I I/ I . PROJECT NO: MC #24 ,ATE PREPARED: October 5, 2004. hudson@ocoee7 ,! . . XREF: � i I DESIGNED B.YI: . I J.S. I I ID,RAFTED7BY: I CHECKED C.K.ED BY:, J.S. 1. . 10I FILE LOCATION I .SCALE: 1"=2O'-0" SHEET: LA-3 OF 5 ,. E ty r 04 11■il■11■tl■ -� � ALL IRRIGATION SLEEVES SHALL BE 2. SIZE OF THE LATERAL RUNNING THROI TORO, or equal manufacturer, 500 MPR Plus Spray Nozzles, at 30 1 compensating nozzles, installed where shown (Adjust for Site Comp Q' A 5' Radius Series - Quarter Head © 0.10 G.P.M.. A 120 Head 0 0.15 G.P.M. A Half Head ® 0.25 G.P.M. A 240 Head ® 0.25 G.P.M. A Three-quarter Head @ 0.35 G.P.M. A Full Head @ 0.50 G.P.M. Is] 8' Radius Series - Quarter Head � 0.25 G.P.M. � 120 Head � 0.35 G.P.M. 9 Half Head Q 0.50 G.P.M. on 240 Head @ 0.75 G.P.M. n Three-quarter Head © 0.75 G.P.M. C•] Full Head U 1,00 G.P.M. 10' Radius Series - Quarter Head ® 0.50 G.P.M. 120 Head ® 0.50 G.P.M. ° Half Head © 1.00 G.P.M. ° 240 Head® 1.25 G.P.M. • Three-quarter Head @ 1.25 G.P.M. • Full Head @ 1,50 G.P.M. ;THE IRRIGATION SYSTEM SHALL PROVIDE 100% COVERAGE OF THE LANDSCAPE PLANT ING AREAS. I � r I ADD TO ZONE FIFTEEN (15` 0 ,I - ....__...---------- ■■fl■i� - _ O O Q O ... O 0........_.._. __ Q .. ADD TO ZONE EIGHT (8) O \� i g / O 15 :1t 15 ;ATION OF EXISTING LATERALS, MAIN LINE, OR VALVES IS UNKNOW ;' -ELE IC BOX Ct 5 JTRACTOR RESPOSIBLE FOR N N. o�.:'TEL MMUNICATVONS NEW ZONE CONNECTIONS. ,'•J•: BOX MODIFY WHERE SHOWN AND/OR NECESSARY IRRIGATION HEADS �5 `�� TR FORMER IN ZONES EIGHT AND THIRTEEN (8 AN.D 13) TO COVER THE NEW 2\ G LANDSCAPE AREAS. :,O ryp Jai 8 ``Ja 13 C14 ��`��a ;� ADD TO ZONE FIFT,N (15) OAP � •1o�a � O 15 ION O 14 14 8 8 013 �� VI TH (D8 U LUDING 0 = n Q 8 14 014 .��• .'� O O $ • O O ® 12' Radius Series - Quarter Head C� 0.50 G.P.M. 1 O O I; ; r '~ 3/4" 4 ® 120 Head © 0.75 G.P.M. 7 i i I ti i _ - i '10 14" off` i; ® Half Head 0 1.25 G.P.M. 0 i I � ? / / 0 1•,_.i i I I. �.,' ; 3 4, 3 4 ll 13 �•� , ® ®1.75 G. P. M . I l i i:. : ! j` 240 Head p '� I ( , i • � �.� � `�' �� ::.:,..-. 'I CAP AND,, REMOVE ALL IRRIGATION / 3/4' Ii o� I i „ ® Three-quarter Head ©1.75 G.P,M. 0 �' ' I ' ! ; ; ' ssoCl i" 1 s 10 I i i i EQUIPMENT••- ATED WITH TI-IESE ® Full Head 2.50 G.P.M. 0 ; '; �' HEADS IN STP�TLQN EIGHT (8). fit. ". I; 15' Radius Series ;j, m SIZE O - Quarter Head @ 1.00 G. I " • 120 Head ® 1.25 G.P.M. 0 I ( i i i i i LLJSIZE 1 ' 3/43 O Half Head ® 1.50 G.P•M. 7 ! !' j I C° " 1 ZONE O 240 Head Q 2.25 G.P.M. 0 Q ; I I ; ; � w I O Three-quarter Head C� 3.00 G.P.M. 1 G.P.M. O Full Head ® 4.00 G.P.M. 3 i i i'! .7 1` w1 2 ZONE v' > 2 rJ. N � Three-q G.P.M. � End Strip Series, 4' x 15' © 0.50 G.P.M. 11 3/4;. j 1 J7.0 Side Strip O Series, 2' x 6' C� 0.25 G.P.M. 3/4" Side StripSeries, 4 x 4 30 1.50 G.P.M. ' 1 O x • Flood Bubbler Co? 0.50 G.P.M.�, ;,�=1'4=- - it V' GATION BAQ"KFLOW PREVENT 8 "Rainbird", or equal m e plastic solenoid t �;i0 1 TO BE PAIN;-'F`( BLACK AND �R anufactur r, O r '1' �. EXISTING VIBURNUM .valves, EP Series, sized as shown on Landscape 10 1• ' O ,! �� • SCREEN ED '1/1��TH %lam% Irrigation Plans, with flow , control and bleed screw A ND REMOVE ALL IRRI.G TIQN' CAP AND REMOVE ALL IRRIGATION i EQUIPMENT ASSOCIATED WITH %; J �.�� E MENT ASSOCIATED V�ITH T14'fftE ' installed in a meter plastic valve box (green ,'� � STATION ELEVEN (11) INCLUDING �-3/4�: �, � DS IN ST�`;TION THIRT�N ), cover for potable water; purple cover for �(' (13 r VALVE, HEADS, AND LATERAL LINES. non -potable water), square 8"xsv1 12" top installed in ground. Keep all valves a minimum of four -feet 1, 3/4" (4) from all walkways driveways etc QTY= 5 or EXISTING 010 ,� RECOIL -NE T THIS PORTI.O�I OF STATION .. "Rainbird or equal manufacturer, plastic solenoid 1 1 :1; TWO (� )JAND CONNECT-. 'THIS AREA valve, EP Series, sized to fit main line as shown i - i WITH Nr!'EW DESItPN OF ZONE TWO (2). with a 24v. Solenoid for master installed at .meter WELL METER IS USED) QTY=EXISTING 2 9 .. "Rainbird", or equ al manufacturer, I I I r - I :I E E ect o Mechanical Station Time Clock, wall g _.....- - - --R -P - ._.....; X A SIONf _ mounted inside appropriate building, o r where - ; ;------.__._.._ shown on Landscape Irrigation Plans,or as per 'x ' 1z Owner with 117v./24v. With LPP-K primary and ; I i 2 valve lightning surge protection respectively controller master Circuit connected to 11 Ov. S_`( CAP AND REMOVE ALL IRRIGATION CAP AND REMOVE THIS PORTION OF '62 O Master valve solenoid. QTY= MODIFY EXISTING EQUIPMENT ASSOCIATED IWITH IRRIGATION EQUIPMENT ASSOCIATED STATION TWELVE (12) INCLUDING WITH STATION TWO (2) INCLUDING IRRIGATid O VALVE, HEADS, AND LATERAL LINES. VALVE, HEADS, AND LATERAL LINES. 1 RAIN -SENT "Rainbird", or equal manufacturer, PVB Series Dual g W Check Valve and Backflow Preventer, sized as z�a required, mounted above ground as per local City 0 JO O and/or County Codes, QTY=EXISTING O a~X 9 �0 O 1 "Rainbird", or equal manufacturer, RAIN -CHECK � (Rain Shut -Off Device) installed as per manufacturer's instructions where shown on Og Landscape Irrigation Plans. QTY= EXISTING -, i < SIZE ,� w i 1 D/ • ,' z ZONE 2 ;T=}- Pipe Connected IRRIGATION OI I! r' Pi p e NOT Connected O EXISTING FURNITURE STORE WELL 9 i ,iF, ---___-_ Pipe in Sleeve i 'All o Sleeve Only 5 I ; Manual Gate -type Valve to fit MainLine Sized as shown on Landscape Irrigation Pia"ns. QTY=O I i B/ O o o EXISTING IRRIGATION HEAD AND ZONE NUMBER 5 3 3 Q CO O - 0 3 3 Q3 3 O _. ... ...... ... _ .. _ ..... _ _ ......... _.. _. _ ..._._ _ ......_ ... 5 -= O ■ : , , !r I _..._ .. Le ■11■II■11■II■tl■Il■11■il■II■It■tl■1�11■II■N■11■d■1�1f■11■N■H■11■II■I(■fl■H*nYhi�,■YI■n�ll■n■H■H■Ilrn■n■I II■1 I 11■11■H■II It■11■1■N■11 N■N■II ■11■11 11■11■N ii■11■11■fl■II■II■II■tl■ 11■H II■ H■tl■H■t it H■li Q O i - _.__._ __.. _.... -,--, _--.._•...- ,.•.,_------,- - -._ F■il ■I I 1. �,, .,,, O ^ 0 ''' n r� rllll■It■NI■,!Id i,Ul■N.11■il■111■11■11■NII■tll■ar1Nl■IIY'I I'i,l I',r, ',u ,, OHL OHL OHL OHL - o _all OHL OHL OHL OHL`O,'�- -OHL OHL Q_ i ! - ------------ -------------- STATE ROAD 50 GAS LINE Ic MARKER w G.P.M. QI 2 4.0,: I • R SFORMER ! -' f' 4; ` Q J L 7 ! ;' Wi o ;I N Ij CKFLOW II i EVENTOR wvli i I jl I� OHL LANDSCAPE IRRIGATION PLAN III111 IIIII)_J 0 20 40 SCALE 1 "=20'-O" 2 111/14/05 I REV BLDG AND ADD WELL LOCATION I J.S. 1 101/04/05 ( REV PER CITY COMMENTS OF NOVEMBER 22, 2004 i J.S. REV. I DATE ( DESCRIPTION i � REVISIONS BY HUDSON FURNITURE Cm OCOEE BUILDING EXPANSION LANDSCAPE IRRIGATION PLAN CITY OFOC EE ORANGE COUNTY, FLORIDA l THE STERN DESIGN GROUP, P.A. � LANDSCAPE ARCHITECTS • LAND PLANNERS 224 S.Beach Street, Suite 201A, Daytona Beach, Florida 32114 (386) 252-7441 FAX 252-7442 Stern.Design.Group@ott.net NO WITHOUT EMBOSSED SEAL PROJECT NO:. MC #240-002 I DATE PREPARED: October 5, 2004 hudson@ocoee DESIGNED BY: J.S. I DRAFTED BY: J.S. I CHECKED BY: J.S. XREF: SCALE: 1 "=20'-O" SHEET: LA-4 OF 5 FILE LOCATION PLANTING NOTES TREE OR SHRUB] BARK MULCH SEE PLANTING 2 I .. 1. ALL MATERIALS ARE TO BE FLORIDA #1 OR BETTER, INSTALLED ACCORDING TO DETAIL 01 TREE - SEE TREE SOLVENT WELD CAP THE HIGHEST NURSERY STANDARDS. LAWN ( PLANTING DETAIL 12P� v 2. MULCH IS TO BE 1007. SHREDDED CYPRESS, GRADE "A", INSTALLED A MINIMUM iv OF 3" THICK IN ALL PLANTING AREAS. MULCHED PLANTING BEDS SHALL BE A �2 SOD -SEE PLANT LIST FINISH GRADE PAVEMENT wMINIMUM OF 10" WIDE AND SHALL BE CONTINUOUS WHERE PLANTINGS ARE Q i x x \ FOR TYPE AND VARIETY PROPOSED. II w 3. ALL AREAS MARKED SOD ON THE PLANS, SHALL BE SODDED WITH 95% WEED -FREE O ASPHALT PAVING 6" TOPSOIL i c� ' NON -POROUS w \ : ; • .. �,..I, ;,, �. h; . • • UGUSTINE "FLORATAM" SOLID SOD. SOD SHALL BE INSTALLED WITH ': �' ST A ;,..•. ..`' :'_. ':`.;',. 4 ; ;.;•,,: ; ' TIGHT JOINTS, BOLLED, AND FERTILIZED, NUTRIENTS SHALL BE ADDED TO THE \\ SOIL AS PER SOIL TESTING RESULTS. I SOIL � ROOTBALL � a \ \ � \\ O CONCRETE CURB 6" DIAMETER = T=L:.;'.• 4. ST, AU \\\\ \\\\\\\ GUSTINE SOD SHALL BE USED ON ALL AREAS SO MARKED AS IN SWALES, . \\ DRAINAGE CHANNEL PLAN RIGHT-OF-WAYS, DISTURBED AREAS, OR OTHER AREAS SUBJECT TO EROSION. PLANTING MIXTURE DEPTH A5 NECCES5ARY ! TO BREAK THROUGH BERM ISLAND 6" ABOVE RISER & CAP TEMPORARY 5. GRASS SEEDED AREAS SHALL MEET FLORIDA STATE DEPARTMENT OF O I RESTRICTIVE LAYER AND PROVIDE TOP OF CURB € TRANSPORTATION STANDARDS. -� SUFFICIENT DRAINAGE, O E 6. LANDSCAPE CONTRACTOR IS TO LOCATE AND VERIFY ALL UNDERGROUND COMPACTED SUBGRADE POROUS ,, � I UTILITIES PRIOR TO BEGINNING THE WORK. THE LANDSCAPE ARCHITECT 90 DEGREE SHALL NOT BE RESPONSIBLE FOR ANY DAMAGE TO UTILITY OR IRRIGATION SOIL 4 SLEEVE -- 30" EXCAVATION OF SUBGRADE 18" FOR NEON -PRESSURE LATERAL ELL. (TYP) LINES. �7 FOR 24" FOR M .IN LINE 7 DISCREPANCIES ANDSCAPE NANDCBR BRING THEM TO HETOR IS TO VERIFY LATTDENT OINGOFATHDE CHECK LANDSCAPE ARCHITECT PRIOR TO COMMENCING WITH THE WORK, j 8 BACKFILL WITH CLEAN 8. THE PLANT MATERIALS SCHEDULE IS PROVIDED FOR TH 7 0 FRIABLE TOPSOIL E CONVENIENCE OF t ? DRAINAGE TESTING/DRAINAGE CHANNEL REQUIREMENTS THE LANDSCAPE CONTRACTOR. SHOULD THERE BE ANY DISCREPANCY, PLANTING PLANS SHALL TAKE PRECEDENCE OVER THE PLANT LIST. "k✓� PRIOR TOPLANTING PITS SELECTED FOR TESTING SHALL BE TESTED IN THE FOLLOWING MANNER: TYPICAL SLEEVE INSTALLATION DETAIL 10, NO SUBSTITUTIONS WILL BE MADE AT THE TIME OF BIDDING OR CHANGES OF ANY KIND, SO AS TO PROVIDE FOR FAIR COMPARISONS. NO FURTHER DRIP LINE OR ARCHITECT. A, DIG EACH PLANTING PIT TO THE MINIMUM SPECIFIED SIZE. 8 SECTIONOT TO SCALE CHANGES ARE TO ME BADE WITHOUT PRIOR CONSENT OF THE LANDSCAPE S� N 6 CONSTRUCTION B. FILL PLANTING PIT TWELVE INCHES (THI) WATER. IF THE LIMITS FOUR . WATER LEVEL 11100% AUTOMATIC IRRIGATION SYSTEM IS TO BE INSTALLED ACCORDING TO DROPS FOUR INCHES {4") OR MORE WITHIN FOUR (4) HOURS, THE DRAINAGE IS THE IRRIGATION PLAN AND SPECIFICATIONS WITH A MINIMUM 50% OVERLAP. SUFFICIENT AND DRAINAGE CHANNEL IS NOT REQUIRED. IF HOWEVER, THE ALL IRRIGATION AND ELECTRICAL LINES ARE TO BE LOCATED AT THE WATER LEVEL DROPS LESS THAN FOUR INCHES (4") WITHIN THE FOUR (4) HOUR PERIMETER OF ALL PLANTERS AND/OR PLANTING AREAS. PERIOD, A DRAINAGE CHANNEL IS REQUIRED. TYPICAL PLANTER ISLAND C. WHERE REQUIRED, THE DRAINAGE CHANNEL MUST EXTEND DOWN THROUGH NOT TO SCALE 12. ALL BUILDING MATERIALS .AND LABOR ARE TO CONFORM TO THE SOUTHERN THE NON -POROUS SOIL AND INTO POROUS SOIL. (SEE DETAIL) BUILDING CODE AND ALSO TO ALL LOCAL CODES THAT HAVE JURISDICTION. ,. ° a .'o.' ° o ... 13. ALL PERMIT AND VARIANCE APPLICATION ARE TO BE MADE BY THE D. ALL MATERIAL REMOVED FROM THE DRAINAGE CHANNEL SHALL BE •o. � '.a'.'.'.' .a'.'.'.' DISCARDED. :Q�o' I a. v CONTRACTOR. E. WHEN BACKFILLING PLANTING PITS WITH PLANTING MIXTURE, CARE MUST o:a; 14. PRIOR TO THE INSTALLATION OF THE IRRIGATION SYSTEM, A WATER TEST IS TO BE TAKEN TO KEEP THE CONSISTENCY OF THE SOIL MIX THE SAME ... BE CONDUCTED ON THE WATER SOURCE TO DETERMINE PH., IT IS THE ..4 :Do THROUGHOUT THE PLANTING PIT AND DRAINAGE CHANNEL. ::D �: RESPONSIBILITY OF THE LANDSCAPE CONTRACTOR TO NOTIFY THE LANDSCAPE ARCHITECT IF THE RESULTING WATER PH. REQUIRES AMENDING PLANT SELECTIONS OR MODIFYING WATER SOURCE. DRAINAGE CHANNEL DETAIL 15, PRIOR TO CONSTRUCTION OF PLANTING BEDS, ALL AREAS ARE TO HAVE SOIL CROSS WITH PLUG TEE WITH PLUG TEE TEE WITH END PLUG TESTS CONDUCTED TO DETERMINE PH. AND FERTILITY. IT IS THE RESPONSIBILITY OF THE LANDSCAPE CONTRACTOR TO AMEND THE SOIL TO NOT TO SCALE SHRUBS/GROUND COVER MEET ADEQUATE FERTILITY AND PH. FOR CORRESPONDING PLANT _ MATERIALS. OFFSET AS REQUIRED NOTE: TREE 16. PRIOR TO THE LAND CLEARING 'STAGE, THE CONTRATOR SHALL CLEARLY ° 6. TURF AND/OR MULCH IS TO BE INSTALLED SO o'.'o.' .4:.°�.' MARK ANY TREE, TREE GROUPS OR SHRUBS TO BE MAINTAINED IN THE MULCH Ij TRENCH WIDTH PROXIMITY OF ANY AREA WHERE LAND CLEARING EQUIPMENT IS TO BE AS TO BE FLUSH WITH TOP OF ADJACENT CURB. D= TRENCH OPERATED. THE MARKINGS SHALL REMAIN IN PLACE DURING CONSTRUCTION. CURB EDGEOF CROSSCUT DEPTH SAID EQUIPMENT SHALL BE OPERATED IN A MANNER AS OT NOT INJURE OR S DESTROY THREE (3) FEET IN HEIGHT SHALL BE FORMED A MINIMUM RADIUS OF CONCRETE CURB CONCRETE THRUST BLOCK SIX 6 FEET FROM THE BASE OF THE TREES OR SHRUBS, .AND THE DEVELOPER SHALL NOT CAUSE OR ALLOW THE CLEARING OF EQUIPMENT OR MATERIAL a'..o'. a WITHIN THE DRIP LINE OF ANY TREE OR GROUPS OF TREES TO BE MAINTAINED. ASPHALT PAVING -- SOD AND/OR a . a ±±D/2 MAX, NEITHER SHALL THE DEVELOPER CAUSE OR ALLOW THE DISPOSAL OF WASTE SHREDDED BARK MULCH • , 45' BEND & SMALLER ° OTHER MATERIAMATERIA SSUCH AHARMAFUL�TOI THE OLLIFE TOF ASTREETWT�NCTHEEDRIPRLINE OF ACCESS DRIVE 9O BEND FITTING ANY TREE OR GROUPS OF TREES. NO ATTACHMENT WIRES (OTHER THAN 10 MIN. PROTECTION GUY WIRES), SIGNS, OR PERMITS MAY BE FASTENED TO A TREE. DRIP LINE (OPTIMUM) OR " �6" LAYER OF TOPSOIL Vvvvvyvvvvvvyvvvv� , • UNDISTURBED GROUND ' TYPICAL SECTION 17, REMOVE ALL TAGS FROM .INSTALLED PLANT MATERIALS, CONSTRUCTION LIMITS (MIN) 9 18. PLACE TERRA SORB UNDER THE ROOT BALL OF ALL PLANT MATERIALS. TRUST BLOCK SIZES 1I (MINIMUM) 19, ALL TREES ARE TO BE GUYED WITHING 'DUCKBILL" ANCHORING SYSTEMS OR 8 MAX. S TRENCH AN APPROVED EQUAL. PIPE 90' BEND 45' BEND 22 1/2' BEND 11 1/4' BEND PLUGS &TEES ANCHOR 1 "X6" #3YP • SUBSOIL 20, ALL TREE CALIPERS ARE TO BE MEASURED ACCORDING TO LOCAL CO DIAMETER BEARING AREA BEARING AREA BEARING AREA BEAI�VNG AREA BEARING AREA OUTSIDE AREA MAXIMUM MINIMUM DES AND PARKING SPACE ORDINANCES. d- (INCHES) SQUARE FEET SQUARE FEET SQUARE FEET SQUARE FEET SQUARE FEET SQUARE FEET WIDTH COVER 2" 0.5 0.5 0,5 0,5 0.5 0.5 " 30 21. ALL QUESTIONS CONCERNING THE PLAN AND/OR SPECIFICATIONS ARE TO BE 3" 1.0 1.0 1.0 1.0 1.0 1.0 18" 30" DIRECTED TO THE LANDSCAPE ARCHITECT. (386-252-7441) SOD/MULCH AT CURB 3 1.0 1.0 1.0 1.0 TO 1.0 18" 30" o TYPICAL ISLAND LANDSCAPING 22. ALL PLANT MATERIAL TO BE GUARANTEED FOR A PERIOD OF NOT LESS THAN 6" 2.6 1.5 1.0 �L0 1.9 2.1 21" 30" ONE (1) YEAR FROM THE TIME OF FINAL ACCEPTANCE. ALL REPLACEMENTS TO 4"X4" OR FENCE POST NOT TO SCALE 8" 4.7 2.5 1.3 1.0 3.3 3,7 24 30' BE MADE WITHING TWO (2) WEEKS OF CONTRACTOR NOTIFICATION. 10" 7.3 4.0 2.0 1.0 5.2 5.6 26" 36" 12" 10.4 5.7 2.9 1.5 7.4 8.2 28" 36" 14" 14.2 7.7 3.9 2.0 10.1 11.1 30" 36" 16" 18.5 10.0 5,1 2.6 13.1 14.5 31 " 36" MINIMUM 2" DEEP LAYER OF PALM PLANTING DETAIL 18" 28.9 15.7 80 3.3 205 18.4 32" 36" / MULCH 70 COVER ENTIRE `� y�/��/ 22.6 33" 36" �- PLANT MATERIAL SHALL NOT BE PLANT BED. SCa11: N.T.D. TIE HEADS OF CABBAGE 1 l 24" 41.6 22,6 11.5 5.8 29.5 32.6 36" 36" PALMS WITH BURLAP IRRIGATION NOTES PRUNED PRIOR i0 HAVELAE0N; ' j BASED ON 150 P.S.I. INTERNAL PIPE PRESSURE AND 2500 P.S.F. SOIL BEARING VALUE AFTER PLANTS HAVE BEEN i" OVER ROOTBALL ITYP)\ STRIPS INSTALLED, EACH PLANT SHALL \ /{'• - � V ' BE PRUNED FOR UNIFORMITY. �\ �\ �l///\ ,� 1. ALL PIPE NOT SIZED TO BE 1/2" CLASS 1120-160 P,S.L P.V.C. SOIL BERM TO HOLD ,ram- '\ I!) ,,lr . WATER, ro" MIN. '�I =� NOTES 2, ALL SLEEVES AND MAIN LINE TO BE SCHEDULE 40 P.V.C. PIPE. `l 3. THE ENTIRE SYSTEM TO BE INSTALLED IN COMPLIANCE WITH ALL LOCAL NOTE: HIGH VISIBILITY PLASTIC NETTING FENCE MAY BE IUEIUT DOWN TO STABILIZE. ��-�' �'` ��`� - I�}' 1. THRUST BLOCK BEARING AREAS SHALL BE POURED AJ� INST UNDISTURBED GROUND. WHERE TRENCH WALL HAS BEEN DISTURBED, CODES. CONTRACTOR TO SUPPLY AND INSTALL ALL CHECK VALVES, SUBSTITUTED FINISH GRADE / /t EXCAVATE ALL LOOSE MATERIAL AND EXTEND TO UNDISTURBED GROUND. BACKFLOW PREVENTORS, PERMITS, ETC. AS REQUIRED BY THESE CODES EVEN IF APPROVED BY REVIEWING AGENCY. �1 2. JOINTS SHALL BE WRAPPED WITH VISQUEEN PRIOR TO) CONCRETE BEING PLACED. IF THOSE ITEMS ARE NOT SHOWN ON DRAWINGS. NOTE: TREE PROTECTION TO BE INSTALLED ON ALL TREES " WITHIN THE r` ROOT BALL cc 4. ALL SLEEVES UNDER ASPHALT PAVEMENT TO BE BURIED 24 BELOW PAVEMENT CONSTRUCTION AREA. NOTE: WIRE 3 WOOD CLEATS 3. EXTEND THRUST BLOCK FULL LENGTH OF FITTINGS. J LINT SHALL NOT BE COVERED BY THRUST BLOCK, SURFACE. ALL SLEEVES UNDER SIDEWALKS TO BE BURIED 6"-12 BELOW WALK ;I: 2'PPOR' TO TRUNK AS WRAP 5 LAYERS OF I SURFACE. TREE CONTRACTOR SHALL ;};r;:,.;•.;• N<: ' ` SUPPORT FOR BRACERS BURLAP TO TRUNK 4. ALL THRUST BLOCKS FOR PLUGS SHALL HAVE A BENT REINFORCING BAR CAST IN PLACE TO FACILITATE CONCRETE REMOVAL. PROTECTION '•:' ?.`: AT POINT OF SUPPORT DETAIL ASSURE PERCOLATION �•�' OF ALL PLANTING PITS PREPARE PLANTING 5. THRUST BLOCKS SHALL BE USED IN COMBINATION, AS REQUIRED, TO SUIT THE SPECIFIC FITTING ARRANGEMENT. 5. MAIN LINE LOCATION IS SHOWN SHEMATICALLY. WEHREVER POSSIBLE N.T.S. I LATERAL LINES ARE TO BE BURRIED IN COMMON TRENCH WITH MAIN LINE. PRIOR TO INSTALLATION SOIL AS SPECIFIED 6. ALTERNATE DESIGNED RESTRAINING SYSTEMS SHALL BE PROVIDED WHERE STANDARD THRUST BLOCKING IS NOT SUITABLE, 6. ALL LOW VOLTAGE WIRING T AND/OR SOIL RESISTANCE IS LESS THAN 2000 P.S.I. I 0 BE #14 DIRECT BURIAL WIRE.. TYPICAL SHRUB PLANTING DETAIL 7. ALL SPRAY HEADS OR NOZZLES IN PLATNING BEDS TO BE PLACED ON RISERS 7. BEARING AREA BASED ON AN INTERNAL PIPE PRESSURE OF 150 P.S.I. AND A SOIL BEARING CAPACITY OF 2500 P.S.F. (SCHEDULE 40) OF APPROPRIATE HEIGHT TO PLANTING AND RISERS TO BE Beale: N.Tb. 1/3 HEIGHT OF TRUNK 3(2"x4") WOOD BRACER 120' APPART COLOR. PAINTED COLOR TO MATCH HEAD OR NOZZLE �I T p I� I 3" MULCH SAUCER j) • �� R U f u O r\ D �A I- 8. ALL HEADS IN OPEN LAWN AREAS TO BE MOUNTED ON SWING JOINTS. N.T.S. I 9. ALL WORK TO BE DONE IN. GOOD WORKMAN LIKE MANNER AND IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. E.4-.12- FOOT PAD FOR 11. ALL LINE LOCATIONS ARE APPROXIMATE. CONTRACTOR TO ADJUST 120' SOFT SOIL CONDITIONS ;r`:;;.,;. EXISTING SUBSOIL SUCH AS SAND, BURIED - L TRENCHING IN FIELD FOR EXISTING CONDITIONS, PLANTINGS AND 3" BELOW GRADE. TOPSOIL MIXTURE AS NEEDED STRUCTURES. :��' iz" :' �''••'"� :,�;:. ;l •i FINISH GRADE vv1 %12. HEAD LOCATIONS ARE APPROXIMATE. CONTRACTOR TO MAINTAIN 100% DO NOT cur CENTER LEADER. THIN BRANCHES BY 259: COVERAGE WITH APPROXIMATELY 50% OVERLAP WHEN MINOR HEAD LOCATIN 11 RETAIN NATURAL SHAPE OF CHANGES ARE NECESSARY DUE TO FIELD CONDITIONS. 4PLANT. PAINT ALL CUTS OVER FINISH GRADE / 13. ALL ELECTIRCAL WORK NOT LOW VOLTAGE IN NATURE IS NOT PART OF THE 1/2" IN DIAMETER NTH TREE PAINT. p IRRIGATION CONTRACT. 2"X4"X3" STAKES BURIED GEARED ROTOR 00 1GUAC14. CONTRACTOR SHALL BE RESPONSEIBLE FOR HTE LOCATION AND EXISTENCE 00 �� 3" BELOW SURFACE W1 SPRAY HEAD OF ALL UNDERGROUND UTILITIES. CONTRACTOR SHALL VERIFY UTILITIES IN p m HT. PLASTIC FLACz 3/4" STREET ELL THE FILED. CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION AND MANPOLY ELL MAINTENANCE AND ANY DAMAGE TO EXISTING UTILITIES OR STRUCTURES. MRS LOCATION) o m 0 (2) WHITE PLASTIC FLAGS O � o POLY PIPE ' 3/4" SCHED. 80 NIPPLE 15, THERE SHALL BE A ONE (1) YEAR GUARANTEE ON ALL PARTS AND A NINETY (90) ABOVE GALV, TURNBUCKLE (LENGTH AS REQUIRED) (LENGTH AS REQUIRED) DAY GUARANTEE ON LABOR FROM THE DATE OF FINAL ACCEPTANCE. PROTECT TREE WITH 1/2" DIA, 4'-0" ABOVE GROUND, TYP. 16 AT THE END OF 90 DAYS FORM THE DATE OF ACCEPTANCE, THE CONTRACTOR REV. DATE DESCRIPTION BLACK RUBBER H05E POLY ELL- 3/4" STREET ELL SHALL CHECK AND ADJUST (IF NECESSARY) THE ENTIRE SYSTEM. BY REVISIONS ABOVE FIRST MAIN LIM55 MULCH, 3" MIN., V OVER ROOTB17. CONTRACTOR SHALL MARK STATIONS ON THE CONTROLLER PANEL TOALL TYP. PVC TEE PVC TEE CORRESPOND WITH THE ZONE NUMBERS ON THIS PLAN AND SET OPERATING / SEQUENCE TO CORRESPOND TO THE NUMBERING. H U D S O SOIL BERM TO "OLD N FURNITURE @ OCOEE FINISH GRADE WATER, 6" TYP. Z _ 18. ALL SLEEVES UNDER ASPHALT OR WALKS TO BE INSTALLED PRIOR TO PAVING `.` .�. �` -- PREPARE PLANTING PVC INSTALLATIONS. LANDSCAPE PLANTING AND IRRIGATION 19. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL PUMP(S) AND WELL(S) SIZES. DETAIL 501L AS SPECIFIED LATERAL LINE PVC LATERAL LINE } SPRAY HEAD GEAR DRIVE 20. IRRIGATION CONTRACTOR IS TO VERIFY ALL DRAWINGS AND CHECK FOR COMPACT FULLY ro �� DISCREPANCIES AND BRING TO THE ATTENTION OF THE LANDSCAPE CITY OF OCOEE GLEAN COURSE INSTALLATION DETAIL INSTALLATION DETAIL ARCHITECT PRIOR TO COMMENCING WITH THE WORK. ORANGE COUNTY, FLORIDA NOTE: BUILDERS SAND CONTRACTOR SHALL NOT TO SCALE NOT TO SCALE 21. IRRIGATION CONTRACTOR IS RESPONSIBLE FOR A FINAL FINISHED WORKING THE STERN DESIGN GROUP ASSURE PERCOLATION IRRIGATION SYSTEM. AA, l of ALL PLANTING PITS LANDSCAPE ARCHITECTS • LAND PLANNERS PRIOR TO INSTALLATION 224 S,Beach Street, Suite 201A, Daytona Beach, Florida 32114 TREE PLANTING DETAIL (386) 252-7441 FAX 252-7442 BCalet N.T.S. Stern, Design,Group@att.net NOT ALID WITHOUT EM ED SEAL DRAWING NUMBER: MC #240-002 DATE PREPARED: October 5, 2004 hudson0ocoee DESIGNED BY: JB77 DRAFTED BY: JS CHECKED BY: JS R F SCALE: AS SHOWN SHEET LA-5 OF 5 101 FILE LOCATION EXISTING BUILDING ♦ PROPOSED BUILDIN_q • PARKING GARAGE ADDITION PLAN GROUND -LEVEL PARKING GARAGE PARKING SPACE COUNT TABULATION LEVEL REGULAR HAMICAPP ACCESS. TOTAU LEVEL REMARKS 1 28 2 30 GROUND LEVEL 2 26 2 28 3 38 2 40 4 41 0 41 5 42 0 42 TOTALS: 175 6 181 I M r• U .� N tn rl O 4D p N v � N �cd ;-4 f N a w.. � 0 O c� c� o� W 2 J W N O O LO o z cn � o W O W Z\O Y O N � O v EXISTING BUILDING & PROPOSED BUILDING • PARKING GA�k*G-E-ADD-FF4,,N PLAN - PARKING GARAGE LEVEL 3 NOTE: SEE SHEET SP-1 FOR PARKING SPACE TABULATION q 0' 50' 100' SCALE: 1 " = 30' M r cn d-, U N .I W uj J I W 0 V 0 4-j as U. � V ♦AU. Va � di 01 E— 4w p =t�0 w w cV O O Lr) C) Z cn Q\i W CD Z N O w —' U B O of LLJ = d O p CJ 0 EXISTING BUILDING & PROPOSED BUILDING & PARKING GARAGE ADDITION PLAN - PARKING GARAGE LEVEL5 NOTE: SEE SHEET SP-1 FOR PARKING SPACE TABULATION r 1 U N V1 U ao cm O N < 0 U (Y) 0J�r ;-.4 IU LL N V r l� w.. O N QQcy W N al _J ui ui _j I W C� Q Q 0 0 Z w w W N O OCD � Z ^ CY F— W O � Bof Z p ui CD N H CD� W U a fm p = U SP-3 NEW ROOF-MTD HVAC EQUIP. BEHIND PARAPET 11 TYPICAL (DASHED) I I PARKING LOT) NOR 1-H ELEVATION (t u Aj ild SCALE: 1/8" = V--O" KIMAI DnnE' KATn U%lArl va 6 E A lY SCALE: 1 # 45'-0" A.F.F. T.O. CORNICE (BEYOND) 40'-8" A.F.F. T.O. CORNICE 34'-8" A.F.F. FINISH ROOF 17'-4" A.F.F. FINISH FLOOR 2ND FLOOR 0'-0" A.F.F. 0_ FINISH FLOOR GROUND FLOOR EXIST. ROOF—MTD HVAC EQUIP. BEHIND PARAPET TYPICAL (DASHED) 4� .,.4 c"I 00 C-4 u oco c`1 c1l 0 CD x u uC3 0 of c"j c CN cc) E5 c:) cli C, C'4 N � ® c:)tl 0 O� c: L- :3 N CV) u— w cn c: U. 0 Lu cc T o IWO r- 0 w 014) 0 04) as a 0 LL Y 0 06 m r J 0 =:2 to 8 < 0 It ou <Mzo LLj LLj — — — — — — — c"I rl) Ln 'o r— oo Lo pi 1 CD wu c"I Li wcn 0-1 cl- h I r-% A I r*j /N eN r- L A-rM I It I A ^ E'V I C-17 DnnU KA-M U%lAel f ELEVATION (M"ClIhIG I- IGHWAY 50"' 0 liIL, o% CQ�l �", SCALE: 1/ 8" 45'-0" A.F.F. T.O. CORNICE (BEYOND) 40'-8" A.F.F. T.O. CORNICE 34'-8" A.F.F. FINISH ROOF gi--, 17'-4" A.F.F. -'qPF FINISH FLOOR 2ND FLOOR 0'-0" A.F.F. FINISH FLOOR GROUND FLOOR 44 ES_ ELEVATION (f FACM LAKIE BENNET} SCALE: 1 /81" = V-1)" -8" A.F.F. d� . CORNICE 'IV 0 IC9 E O 0 Lo C) 00 CIJ rn N ULi cc"jj cd CT I r-- C) u CN co O CN CV cli a �� CL O u- ce. M %.2 A-# LL LLj c 0 x w 0 Lm 0 0 4) L. aoi > 4) J.,• RL. 03 0 & tZ �me 06 U) ad r.. 0 Q :2 Lm 0 .2 L L x ou ctf z Ui f2lf —J. — I , ' l 71- I U-) C.0 r— 00 U-) C) Lu cc cr) CL- A202 25' A.F.G. CONCRETE POLE WITH HAND HOLE. (PROVIDE FUSING AT BASE OF POLE) MOUNT FIXTURE AT 25' A.F.G. C POLLS IN THEOPARKING EXISTING GRADE OR PAVING. I II (I I r----.#2 BARE COPPER III III III III I III III III III -_ II=111i ICI=I� - I- I -III-I I I I I I- z =III=III I=1 I =1 CD_ 00 -III-III I=1 -� 3/4" C. MIN. I I=) I I=I I l I- _ (PVC) _II = I I=III = 5/8"ff-O" COPPER =I III=I I (= GROUND ROD (DRIVEN). _ = 1-111=1 1 LIGHTING CONCRETE POLE DETAIL TY E K UBU9 9C9e Intended Use: For car lots, street lighting or parking areas. Features: Housing - Rugged, heavy -gauge, aluminum rectilinear housing. All seams continuously welded for weathertight integrity. Dark bronze corrosion -resistant polyester powder finish (DDB) standard. Other architectural colors available Door Frame - Natural, anodized, extruded aluminum frame with mitered corners, retained with two hinge pins and secured with one quarter -turn, quick -release fastener. Integrally designed, extruded silicone gasket provides weatherproof seal between housing and frame. Lens - .125" thick, impact -resistant tempered glass with thermally applied, silk-screened power door shield. Mounting - Extruded 4" (KSF1, KSF2) or 12" (KSF3) aluminum arm for square pole mounting shipped in fixture carton as standard. Optional Mountings available. Optics - Anodized segmented reflectors provide superior uniformity and control. KSF1/KSF2 reflectors are rotatable and interchangeable. KSF3 Type IV are only rotatable but not interchangable. Five cutoff distributions available: R2 (Roadway), R3 (Asymmetric), R4SC (Forward Throw, Sharp Cutoff), R4W (Wide, Forward Throw), R5S (Square). Electrical - High reactance, high power factor for 150W and below. Constant wattage autotransformer for 175W and above. Copper wound and 100% factory tested. Removable power door and positive -locking disconnect plugs. Socket - Porcelain, horizontally oriented, mogul -base socket (100M & 150M are medium -base) with copper alloy, nickel -plated screw shell and center contact. UL listed 1500W, 600V. Listings: Listings - UL Listed (standard). CSA Certified or NOM Certified (see Options). UL listed for wet locations TYPE F ►►a 14TATE ROAD 50 ii TYPE 'F' FIXTURE USED FOR WALL WASHING ONLY. MOUN Intended Use: For building and wall -mounted applications. ON POST 12" A.F.G. Features: Housing - Extruded aluminum body with cast end caps is mounted with 1/" bolts, to formed steel wall bracket. Housing body can be rotated and locked in any position along horizontal axis. Standard finish is dark bronze (DDB) corrosion -resistant polyester powder. Other architectural colors available. Lens Frame - Cast aluminum frame is hinged and secured by stainless steel fasteners. Closed cell silicone gasket prevents the penetration of dust and moisture. Lens Clear, impact -resistant, tempered glass lens with silkscreen. Mounting - Steel mounting plate attaches directly to industry standard junction box. Mounting plate includes provision for attachment independent of junction box. (Required for WFL3) Optional Backbox wall mounting available for surface conduit applications. Optics - Anodized aluminum reflectors: segmented, specular or hammertone finish. Electrical - 150W and below utilizes a high reactance, high power ballast. 175W and above utilizes a constant -wattage autotransformer ballast. Both ballasts are copper wound and 100% factory tested. Socket - Horizontal porcelain socket (WFL2 medium -base, WFL3 mogul -base) with copper alloy, nickel -plated screw shell and center contact. 4KV pulse rated. UL listed 660W, 600W. Listings: UL Listed (standard). CSA Certified (with option suffix). UL listed for wet locations. IP65 rated in accordance with standard IEC 529 .9+ i2. 2 .31.61.41.61.81.E .61.51.9 .67-'2.9 12.0+1.510.910.5 .3 +1. .8 .0 .012.1 +1.9 +1.912.2 "3.8 +4.9 2 '7.2 +4.1 12.6 +1.912.12.2 +1.5 +1.010. 12.0+1.9-2.012.0-2.1 12.713.615.4+4.7'3.1 13.4+4.615.5+4.1 13.012.+1.9+1.510.7 .4 .913.612.812.8"2.712.112.1 12.713.112.512.0+1.4+1.7+1.612.113.013.1 13.3+4.113.1-3212.7+1.310 +1 .3+4.4 3.4+4.01 12.2'2.312.0+1.4+1.1+1.2+1.2+1.0+. .613.413.713.5+ +4.3'0 .0 +4.4 . +4.0 +4. 313.0 .712.1 +1.7 +1.4 +1.3 +1.3 +1.2 +1.0 .11.512. .912.613.2 +4. 12 13.0 '3.9 '3.4 13.9 .4 * 2.912A +1.8 +1.7 +1.7 +1.5 +1.4 +1.3 +1.4 +1.712.0 12. +1.9 -Z.312 .1 +4.1 +4.2 12.813.6 2 .0 .412.1 12.3 12.412.1 +1.8 +1.7 +1.7 12.0 12.1 +1.8 +1. +1 .0 +4.513.513.013.212.7 12. 13 12 913.012.9 2.412.0 +1.9 .312.1 +1 1 13. 1 �.2 �.212.212.1 +1.9 .6 .7 .4 "2.8 12.3 12.0 `27# 3 +1 7+4.2 J4+ $12 .9+1.8+1.7+1.612.1-2.612. 12. 13. '3. 13 12.612.4-2.3 +4 + + +P9 1 1 5 +1 712.0 12.2 12.5 "2.9 13.4 .6 .512.912.6 +1 + + .5 .7 .8 .313.213.9 +4.1 13.9 1 12.6 + +1 + +1. +1 � 13.1 13.3 '3.4 -'2'.6 + d .5 .9 +4. 13.712. BLDG, EXPANSION/'01 n 2 FLOORS .4 V.4 .210.2 .1 10.1/ .1 10./I EXISTING FURNITURE STORE a z 0 J W Y Site Liahtina Plan Scale 1" = 40' NOTE: IF ANY WALL MOUNTED LIGHTS ARE USED THEY ARE TO BE FIXED FROM ROTATION. THE LIGHT SOURCE SHALL BE DIRECTED DOWNWARD TO MINIMIZE SPILLOVER LIGHTING AND GLARE. LUMINAIRE SCHEDULE (LITHONIA LIGHT FIXTURES) Symbol Label Qty Catalog Number Description Lamp File Lumens LLF Watts aA 4 EXISTING FIXTURE TYPE 5, SHORT, CUTOFF (ASSUMED) 93051801.IES 32000 0.65 458 400 WATT METAL HALIDE AREA LIGHT WITH TYPE ONE 400-WATT CLEAR ❑ B 1 KSF2 400M R3 HS 3, SHORT, CUTOFF ED28 METAL HALIDE, 94101403.IES 32000 0.72 465 REFL, HOUSESIDE HORIZONTAL POS. SHIELD, CLEAR FLAT LENS. AREA LIGHT WITH TYPE ONE 400-WATT CLEAR a C 3 KS172 400M R4SC 4, CUTOFF REFLECTOR, ED-28 METAL HALIDE, 93041301.IES 32000 0.72 455 Q FLAT GLASS LENS. HORIZONTAL POS. ARM MOUNTED ONE 400-WATT CLEAR ❑ E 1 KSF2 400M R4W PREMIUM CUTOFF ED-28 METAL HALIDE, Lt18509.1ES 32000 0.72 465 a W/R4W REFL, CLEAR HORIZONTAL POS. GLASS FLAT LENS. ❑ D 1 KSF2 320M R4W ARM MOUNTED ONE 320-WATT CLEAR PREMIUM CUTOFF ED-28 METAL HALIDE, Lt18507JES 29700 0.72 465 a W/R4W REFL, CLEAR HORIZONTAL POS. GLASS FLAT LENS. STATISTICS Description Symbol Avg Max Min Max/Min Avg/Min Calc Zone #2 + 2.4 fc 7.2 fc 0.1 fc 72.0:1 24.1:1 R 0 00 'y N O � oCD 0 a� - m ti 'a D o U- W a)_oW�" J z �0) 12 C w = U) _I U r- O W ®` -W O N-W I` co O d °' *a c > as . a o ,.,x LL �d LL''®O�u. N U LLJ � v o Q= z O w Ln ,0 r- 00 o^ Z O M U o YJEW!N w NCl-N NOTE: ALL LIGHT FIXTURES SHALL HAVE FULL CUT-OFF LUMINAIRES WITH FLUSH -MOUNTED FLAT LENSES. e t - .- - g£r Tot WMo"_ may_. a W€ - - .. _ 4 - - =_ - NIP K �, � jh( k 1 a sun a mum UAW � 9 \ ��} . . . � � � \ � \ � ITEM NUMBER IV. B Advisory Board Funding Page 1 of 2 Zink, Sharon From: Brosonski, Pam Sent: Sunday, March 12, 2006 9 09 PM To: Wagner, Russ, Wright, Joy, Jones, Ralph, Petrone, Vito; Goclon, Steve; Firstner, Richard; Carnicella, James; Horton, Wanda Cc: Zink, Sharon, Cowan, Gequita; Seaver, Sherry, Everett, Brandy, Decaul, Jaswantie, Mela, Sue, Johnson, Marilyn Subject: Advisory Board Funding At the City Commission meeting on 2/21/06 the following Boards were given a budget from the City Commission. The City Commission voted to approve the staff recommended policy. A copy of the staff report is listed below. The funds have been placed in a separate line item in each of the various departments budgets. The G/L account ends in 4950 in all departments. All purchases must adhere to the City's Purchasing Code. The method used to purchase the items is up to the individual departments (purchasing cards or requisitions). Board minutes will need to be attached to the purchasing card receipt or to the requisition for processing as that was part of the recommended policy, (purchases will be determined by a board vote). Please let me know if you have any questions or need additional information. Planning & Zoning Board $1000.00 (515) Education Board $1000.00 (512-01) Code Enforcement Board $1000.00 (524) Parks & Recreation Board $2000.00 (572) CACOPD Board $2000.00 (521) CACOFD Board $2000.00 (522) General Employees Retirement Board $1000.00 (513-30) Police & Fire Retirement Board $1000.00 (??) Staff Report below: At the Commission Meeting on January 17, 2006, the Commission voted to have staff create a policy allowing line item budget funding to the City's Advisory Boards. The consensus of the Commission for this Fiscal Year was that Boards who hold City events should receive $2000, and all other Boards should receive $1000 for materials, education, board shirts, etc. Using that criteria, the Staff recommends: Line items of $2000 are created for the following Boards: Citizen Advisory Council for Fire Department (CACOFD), Citizen Advisory Council for Police Department (CACOPD), Human Relations Diversity Board (HRDB), and Parks and Recreation 3/16/2006 Page 2 of 2 Advisory Board. Line items of $1000 are created for the followino Boards Board of Adjustment, Code Enforcement Board, Education Commission, Planning and Zoning Commission, General Employees' Retirement Trust Fund Board of Trustees, Police Officers' and Firefighters' Retirement Trust Fund Board of Trustees. Funding recommendations are for FY2005/2006 only, to be funded from Contingency. Future funding needs should be determined during the budget process each year, via a request from the individual board and an explanation of their needs. Two exceptions in receiving funding this year would be: 1) HRDB Board, due to the fact that they received a $2500 line item in a separate motion of the Commission, and $500 from the Community Merit Awards, and 2) Board of Adjustment, due to the inactivity of the Board at this time. Additionally, the Child Protection Recommendation Committee was not considered, as they were created to be a short-term board, sunsetting on June 30, 2006, and a motion was made previously to give them $1000 toward their Spring Fling event on March 25, 2006. Staff also recommends: Approval of funding for materials, education, board shirts, etc. should be determined by a vote from the Boord. Funding for Events, Publications, and all other items representing the City to its residents, should be previously approved by the City Manager via the Community Relations Department. Line Items will be placed in the budget under the each department that acts as the liaison to that board 3/16/2006 ITEM NUMBER V. MISCELLANEOUS Project Status Report March 2006 Calendar 0 \P & MDivider Sheets.doc STATUS OF LAND DEVELOPMENT PROJECTS CURRENTLY UNDER REVIEW TYPE OF "iDATE -'SUB. -MITTAL PROJECT NAME PROJECT NO. SUBMITTAL' RECEIVED REVIEWER STATUS'" ... NUMBER ABU -me vvines a W$pU�(,S SS-2004-028 Small Scale 09/16/05 CA 1st Staff comments sent to applicant 0926/05. ine Wines 8 Spirits 1D835 W. Colonial Drive Building Plans 01/18/06 CA 1st AffordableDentures Build' Plans 12107/05 CA 1 at AmSouth ank �glans Arden Park fiL-Oi-I)8-U1 04-UF3-01 RagnSma ��q^( 1, '14/05 Ashton Park @o�AU(�% R� PPS CA 2ntl Ashton Park Grading Plan 02/16/06 CA 1s_t BP CSlore 1402 _ Wuret Road Building Plans 03/03/06 CA 1st Preliminary Chateau Reserve LS-2005-017 Subdivision Plan 12/1=5 CA let Citrus Medical and Executive Office Large Scale Site Park LS99-014 Plan 12/05105 CA 3rd Citrus Medical Center -3490 Old Winter Garden Road LS-99-014 Plat 12/O5105 CA 41h Creekside Preliminary Townhomes LS-04-008 Subdivision Plan 02/19A4 CA tat Creekside Townhomes Traffic Study 0525W JS _ Crestw000d Heights 700 Montgomery Avenue Building Plans 03/01/06 CA 1st New Retail Center DENIED 0126M. Wall Sign DENIED 12/13/05 Staff Commen(g serll 1p AP Ican{ 11/1$/pq. Staff commerr�dss sent o a i rn 01 Gaza . APPROVED 0 1 Sent APPROVED plans to applicant 0227106. Wall Sign Staff comments sent to applicant 02106106. Staff comments sent to applicant 1117/06. Staff comments due 1227105.APPROVED 01/09/06 Staff comments sent to applicant 0324/04. Staff comments sent to Traffic Planning Design 0628/04. Community Pool DENIED 03/07106. Current Project Status/Review 3/82006 1 of 16 01 STATUS OF LAND DEVELOPMENT PROJECTS CURRENTLY UNDER REVIEW TYPE OF DATE SUB- PROJECTNAME PROJECT NO. REVIEWER MITT AL STATUS - SUBMITTAL RECEIVED NUMBER Preliminary Staff comments sent to applicant 4/20/04.Addiitonal letter sent on Crown Enterprises LS-03-004 Subdivision Plan 03/26/04 CA 2nd 06107/04. INSUFFICIENT Crown Enterprises Traffic Study 10/01/03 JS Traffic � y - Sent to ap uucant 10/17/03. Crown Point t m Applicanet with Ciry 7R and revised submittal. Staff Townhomes AX-05-09-26 Annexation 01/06/06 CA 1st comments due 02/02/06. waning to Tinal¢e agreement. Issues on annexation - tallow up. City Commission action on annexation agreement HOLD - Small Scale Pre- OWE MONEY. Have they signed agreement? Paid fees? No Deeper Life Annexation water until pay fees. Sent letter 6124104 regarding insufficient Assembly AR-02-08-04 Agreement 0822182 CA 1st plan submittal. Deeper Life Assembly Water Line 09/15/03 CA Staff comments sent to applicant 09/15/03. Deeper Life Assembly AX-04-07-20 Annexation 05/28/04 CA 1st Staff comments sent to applicant 09110104. Dobson's Woods and Water 851 Fence. Waiting for letter from applicant. ON HOLD DENIED Maguire Road Building Plans 12/15/04 CA list 1220/04. Dobson's Woods Small Scale Site 8 Water, Inc. SS-2005-00B Plan 0120I05 CA 2nd Staff comments sent to applicant 0223A8. Dobson's Woods 8 Water 851 Maguire Road Building Plans 01/11/06 CA 1st Monument Sign DENIED 01/18/06 Dr. Aboud 1161 Blackwood Ave VR-10/28=-1 Variance 1028/05 CA iN Staff comments sent to applicant 12101/05. Dr. John Zargad Small Scale Site Expansion SS-20DS-006 Plan 0222/06 CA 41h Staff comments sent to applicant 03102/06. Draw Medical 9580 W. Colonial Building Plans 11/18/05 CA New Commercial Building Drew Medical 9582 W. Colonial Drive Building Plans 01/09/06 CA lot Temoorary Construction Sign approved 01/10/06 w/ 1 condition Current Project Status/Review 3/82006 2 of 16 TYPE OF DATE PROJECT NAME PR&ECT NO. I S BMITTAL IRE EIVI Eagles Landing LS-04-025 Florida Real Estate- Wal-Mart Center 1173 Blackwood Final Subdivision Plan 12/05/05 SUB- MITTAL NUMBER STATUS CA 3rd Staff comments sent to applicant 02/01/06. Avenue Building Plans 02/OB/OB CA 1st Wall Sign APPROVED on 2113106. Abandonment and Vacation of Streets and Foote Property VAC-05-007 Easements 06/14/D5 Ti 1st Staff comments sent to applicant 07/21105. ForestBmoke Grading & Phase 3 _ ADrainage 01/17/06 CA __-_ 2nd Staff comments due 02/03/05. APPROVED 02/OBX16. _ Comprehensive _ Fountains West- Plan Halvorsen CPA-03O7-05 Amendment 02/03/06 CA 2nd Staff comments due_0.3/OBI06_.__ Fountains West - Halvorsen Traffic Study CA 1st Staff comments sent to applicant 1)6/15/05. On HOLD 491 W. Silver Star Road Building Plans 01105M CA 1st SIn APPROVED O1/11106 Glad Tidings _ special Church 2-0"E-009 Exception 02/03/06 CA let Staff comments due 03101106. God's Factory 485 W. Silver Star Road Building Plans 12/12/05 CA 1st Wall Sign DENIED 12/12/05 Special God's 1-05-SE-007 Exception 12/19/05 CA let Staff comments due 0120/08. Going to 02114106 PBZ. _ Goad o Ff nSes _ Special Preschool 1-09-5E-004 Exception 011iflo 5 CA 2nd Staff comments sent to applicant O9126005. Preliminary Grace Community Certificate of Church 249-28-04-PCC Concunanw 01A5D4 TJ 1st Staff comments sent to eoplicam 02/03104.014 HOLD Current Project Status/Review 3/82006 3 of 16 STATUS OF LAND DEVELOPMENT PROJECTS CURRENTLY UNDER REVIEW I TYPE OF DATE SUB- PROJECTNAME PROJECTNO. REVIEWER MITTAL .,-.S7 US SUBMITTAL RECEIVED NUMBER Grace Community Church Building Plans 04/18/05 CA 1st New Church Building DENIED 11/18105 _ small Scale Site -- _ - _- Plan 8 Final Grace Community Certificate of SS-2005009 Concumancy 0927105 2nd Staff comments sent to applicant 11115/05. _Church _ _ _ Small Scale Site _CA _ Groundtek SS-2005-004 Plan 12/14/05 CA 2nd Staff comments sent to applicant 02102106. H8R Block 41 W. Silver Star Road Building Plans 01/05/05 CA 1st Sign approved 01/10/08 Haynes Brothers Furniture 476 Ocoee Commerce Parkway Building Plans 0321/05 CA 1st Pole Sign / Wall Signs DENIED SAW. Health Central 1n.000 w. Colonial Drive Building Plans 02/20/06 CA 1st Site Lighting._ APPROVED 0221106 Health Central Parking Lot Expansion Modifications 12/10/03 CA 1st Staff comments due 01/16/04. ON HOLD Health Central Parking Lot Small Scale Site Expansion SS-2004-027 Plan 01/02= CA 2nd Staff comments due 021101O6. House Blend _ 10730 W. Colonial Drive _ _ - _.. Building Plans _ _-__ 11/18/O6 CA let LandswpinglPavers/Fence Hudson Q Ocoee Large Sccaleafe ._ Fumiture Stare Preliminary Site Staff comments sent to applicant 1229/05.DRC held Expansion LS-2004-022 Plan 11/18= CA 5TH 02114/D6.Going to 3/14/06 P8Z and OM04/06 City Commission Final Subdivision Ingram Estates_ LS-2005-001 Plan 09/12/05 CA 3rd Staff comments sent to applicant 10/19105. Ingram Estates _ Traffic Study _ 06/17/04 JS 2nd Staff comments due 8112104. Current Project Status/Review 3/8/2006 4 of 16 TYPE OF DATE SUB- :e NAME PROJECT NO. SUBMITTAL RECEIVED REVIEWER MITTAL STATUS NUMBER Final Subdivision Trails LS-2005-009 Plan O1/19/06 CA 4lh Staff comments due 02116/06. .m each Center _ 1820 A.D. Mims Road Building Plans 02/09/06 CA 2nd Soccer Field Lighting APPROVED 02113/06. Recreation Site Kensington Manor LS-2001-004 Plan 02/08/O6 CA 2nd Staff comments sent to applicant 03101/06. Key Isle - Phase II LS-2005-015 Final Site Plan 1120105 CA list Staff comments sent to applicant 0124106. Labor Finders 129 W. McKay Street Buikang Plans 12/19/05 CA let Parking Lot Labor Finders 129 W. McKay Street Building Plans 01/09/08 CA_ let Sign APPROVED 01/10/06 Lake Bennet _ Medical Centre - Final Certificate Building 3 of Concunency 05/14/04 TJ AIER RUSS, HOLD UNTIL PROJECT_ IS APPROVED. Lake Bennet _ Medical Centre - 1120 Kelton Avenue Building Plans 09/08/05 CA tat shell of building Preliminary Lakewood Estates LS-2005-002 Subdivision Plan 1027MS CA 4th Staff comments due 1123005. Lanham Small Scale Site Wholesale SS-2006-Ml Plan 1227105 CA Ist Staff comments sent to applicant 02/15/06, Larry's Barber Shop 437 W. Silver Star Road Building Plans 12/12/05 CA tat Well Sign APPgQ'Ep J2(y1/05 -- _ — _ �1 E(Ivr Zerry James m col r. eem on 0929/03. Waging for applicant Leem Annexation AX-03-09-01 Annexation 09/05/03 TJ 1st to submit required information. Current Project Status/Review 3/8/2006 5 of 16 STATUS OF LAND DEVELOPMENT PROJECTS CURRENTLY UNDER REVIEW SUB- OF DATE PROJECT NAME PROJECT NO REVIEWER MITTAL STATUS STYPE UBMITTAL RECEIVED NUMBER Living VVarers Church 495 W. Silver Star Road Building� Plans 12/12/05 Living Waters Sped ( Church 05-05-SE-006 Exception 01/16/05 Magnolia Ridge, Phase 1, 2 & 3 LS-2001-003 Maguire Crossing Maguire Crossing 2722 Professional Parkv/ay Maguire Crossing 2723 Professional Parkway Maguire Crossing 1560 Maguire Road Maguire Crossing 2795 Old Winter Garden Road Maguire Groves 280 Moore Road Maguire Pointe 2462 Maguire Road Maguire Pointe 2456 Maguire Road Maguire Pointe 2739 Maguire Road Preliminary Subdivision Plan 08/02/02 Preliminary Certificate of Concunency 0429104 Building Plans 12/07/05 Building Plans 01/18/06 Building Plans 0220106 Building Plans 02/20/06 Building Plans 02/03/06 Building Plans 1221/05 Building Plans 01/17/06 Buildina Plans 02100M CA 1st Wall Sign DENIED 12112105. CA 3rd Staff comments due 1220106. C2ojr,a (g QZ/J9(y§ p¢�. Traffic issues meeting. Comments WYto 6p06oah(11/19/02. Received letter from Hal Cantor. Steve Dill back up material in project cabby. Discussed at City Attorney Day on September 4, CA 2nd 2003.Scheduled for 05112/04 City Attorney Day. ON HOLD TJ PER RUSS. HOLD UNTIL PROJECT IS APPROVED. CA let Sign - Insurance Services of Central Flonda APPROVED 12/13/05 CA let Wall Sign - Check U Cleaners APPROVED on 02/Og=. CA let Wall Sign - Gutseppe's Restorante DENIED 0227106. CA tat Wall Sign - Casablanca's Well Sign APPROVED 02/2l/06. CA tat Shell Building. CA let Wall Sign - Pookies Bow Wow CA let Wall Sign - Penguin's Paradise APPROVED 01/18106 CA let Universal Realty Wall Sign APPROVED 02/13/06. Current Project Status/Review 3/8/2006 6 of 16 STATUS OF LAND DEVELOPMENT PROJECTS CURRENTLY UNDER REVIEW TYPE OF DATE SUB PROJECT NAME PROJECT NO.. SUBMITTAL RECEIVED REVIEWER MITTAL STATUS NUMBER 2795 Maguire Road Maguire Pointe puire Pointe aguire Road and Moore Road McCormick Woods LS-2005-014 McCormick Woods 1520 W. McCormick Woods McDonald's 1620 E. Silver Star Road Meadow Ridge like Westddge) LS-2005-10 Milton West M.I. Ranchito SS-2001-006 M.I. Ranchito I M.I. Ranchito I Oak Trail Reserve �LS-2005-012 PUD Oak Trail Reserve PUD Building Plans 1 02/09/06 LandscapigQ 1 12/28/05 Substitution for bench 101/06/06 Traffic Study 1 06/14/04 Preliminary/Final Subdivision Plan 08/18/04 Building Plans 02/02/06 CA 1st Casblanca's Wall Sign DENIED 02/13106. CA quick Staff comments due 01/13105. APPROVED Sent comments to CA 1 1st Staff omments tlue 06o PEKKQSS, HOLD UNTIL JS 1st FURTHER NOTICE.O6/25/04. _ CA Zl Building Plans 02/01/013 CA Final Subdivision Plan 01/13/06 Lot Tying / reement 01/11/06 g, Small Scale Site Plan 09/DB/05 PIJ(, 04/20/03 Tra icStudy 006/11/03 Large Scale Preliminary Subdivision Plan 02/09/06 Concept Design Plan Road Imorovements =3/04 1st Staff comments sent to applicant 12121/05. 1st Subdivision Wall 2nd Roof -top unit replacement APPROVED 02103106. CA I 3rd Went to 02/14/O6 PBZ. DRC to be held 03/10M CA I 2nd (Staff comments due 02/03/06. APPROVED CA 601 S(a(f ommeR seR p apq l0P 10120/05. CA SisB comma sen{(jj app w Q (�/Qa JS Staff commen s sent to app ican� O�Pf2R13� CA I 2nd (Staff comments due 03/06106. CA list Staff comments sent to aoolicant 03/17/04 Current Project Status/Review 3/82006 7 of 16 STATUS OF LAND DEVELOPMENT PROJECTS CURRENTLY UNDER REVIEW SUB- PROJECTNAME I PROJECT NO OF I TYPESUBMITTAL DATE REVIEWER MITTAL STATUS RECEIVED NUMBER Oak Trail Reserve Traffic PUD Methodology 12/19/03 Master Ocoee Business Development Park - Lot 2 RZ-03-04-01 Plan 0323/05 Ocoee Christian Church 15 S. Bluford Avenue Building Plans 0g27105 Ocoee Christian Church 15 S. Bluford Avenue ABuilding Plans 01/09/06 Changeln Ocoee Church of Parking Lot the Nazarene LS-2003-" Design 06r24roe Ocoee Commerce Center (nka Silver JS 1st Staff comments sent to traffic consultant 01123104. CA 1st Staff comments due 04111105. CA 1st Signs DENIED 10/03/05 CA 1st Slab for basketball court APPROVED 0126/06 CA Star Commerce Final Certificate Center) of Conuurrency 0526/04 _ TJ Ocoee Commerce Center 1189 Blackwood Avenue Traffic Study 06/14/04 Ocoee Commerce Center 1177 Blackwood Avenue Building Plans 09/13/05 Ocoee Commerce SSSP Center 530 Ocoee Modification of Commerce Master Signage Parkway SS-2003-013 Plan 04/12/05 1st Staff comments sent to applicant on 07/19/05 PER RUSS, HOLD UNTIL PROJECT IS APPROVED. JS 1st Staff comments due 06/30/04.ON HOLD CA 1st Sign CA 1st Staff comments sent to applicant 05/16/05. Current Project Status/Review 3/8/2006 8 of 16 STATUS OF LAND DEVELOPMENT PROJECTS CURRENTLY UNDER REVIEW TYPE OF DATE SUB- PROJECT NAME PROJECT NO. REVIEWER MITTAL STATUS SUBMITTAL RECEIVED NUMBER ucoee crown Point -Phase1 Plat 08/24/05 Ocoee Professional Plaza LS-2005-002 Final Site Plan 03/21/05 Ocoee Senior Citizens / Veterans Small Scale Site Center Plan 1024/05 Ocoee Services Building 475 W. $I9ty Road Building Plans 12/15/05 Ocoee Shopping Small Scale Site Center Addition SS-2005-005 Plan 05/03004 Ocoee Shopping Plaza 1 West Silver Star CA 5th Staff comments due 09/07105- APPROVED 09/01/05 CA 1st Staff comments sent to applicant 4/18/06. CA isl Staff comments sent to applicant 11/17/05. CA CA Road _ Building plans 02J28/DS CA Preliminary Ocoee West LS-2004-009 Subdivision Plan 09/20/05 n CA Olympia Plaza / Hollywood Video 221 N. Clarke Road Building Plans Og/15N5 CA Orlando Foot 8 Ankle 1261 Blackwood Small Scale Site 1st Parking Lot Lighting DENIED 12/16/05 _ 1st Staff comments sent to applicant 05/19/04. Los Primos Rest - Replace A/C - Roof Mounted APPROVED 2nd 228106. 2nd Ataff comments sent to applicant 12/02/05. 1st New Commercial Building DENIED 0921105 Avenue SS-2002-005 Plan 05/03/04 CA I 4th Staff comments sent to applicant 05/19104. alm Drive Treatment Planof Bui16 Plans Small kale Site D420/05 CA let Sign. DENIED 0421105. Perfect Motors SS-2005-011 Plan 11/01/05 CA 1st Staff comments sent to applicant 12109/05. Persaud R-O-W Right-of-way Vacation VAC-05-OW Vacation W10/05 CA 1st Staff comments due 07/UB/OS ON HOLD Current Project Status/Review 3182006 9 of 16 TYPE OF DATE PROJECT NAME IPROJECT NO.I SUBMITTAL-,IRECEIVI a638017 Small Scale Site Expansion SS-2005-001 Plan 05/16/05 Plantation Grove Shopping Center TpJ�1gu Byrd Building Plans 02/21/06 an a on rove Shopping Center - Phase 1 300 Moore Road Building Plans 12/07/05 Plantation Grove Shopping Center 270I qp q Road Plan alion I.I.. Building Plans O1/11106 PUD (Maguire Groves) (Plat 11/18/05 Paving/Grading Plantation Grove LS-2004-018A&BI8 Drainage 0224106 Praide Lakes - Tract A Building Plans 01/20/05 Prairie Lakes Tract Final Subdivision A LS-2006.001 Plan 1227/05 Prairie Lakes Trad (Final Certificate 203-FCC-0B lot Concurrency 01/17/06 Public Works Building 301 Maguire Road Building Plans 0127/06 Reds Automotive 729 S. Bluford Ave Buildd' Q Plans d%cale 03/03/06 Sandstone Office Sma Site Warehouse SS-2005-010 (Plan 10/26/05 SUB - STATUS CA 2nd Staff comments sent to applicant 06127105. CA 6th Commercial - AmSouth CA 1st Shell Building DENIED 12/13/05 CA list Commercial AmSouth APPROVED 0223106. CA 2nd Staff comments due 12109105. CA 1 at Staff comments due 03/10MB. CA _ 1st Shell Building - Maguire Pointe. DENIED 02103105. CA list Staff comments due 01/25106. CA 1st Staff comments due 02/13/06. CA New Shell Building APPROVED 02113/06. CA 1st Sign CA 1 sl Staff comments sent to applicant 12107/05. Current Project Status/Review 3/8/2006 10 of 16 STATUS OF LAND DEVELOPMENT PROJECTS CURRENTLY UNDER REVIEW SUB- PROJECT NAME PROJECT NO. Ty PE OF DATE REVIEWER - MITTAL STATUS .SUBMITTAL RECEIVED NUMBER Sawmill Lot 11 Sawmill Lot 12 Shaman's Gift 8 Decor SS-2005-003 Shaman's Gift 8 DEcor Shoppes of Ocoee - Relocation of Maine Street Shoppes of Ocoee - Lot Q LS-2004-012 Silver Star Commerce Center LS-2004-013 Steak n Shake Steak n Shake LS-2005-007 TBCOM 491 W. Silver Star Road Tomyn Business Park Tomyn Business Park LS-2002-006 Tomyn Business Park Town of Ocoee - 2 North Bluford T raffic Impact An@@lysis 01/20/05 CA 1 st Staff comments due 02111/05. plat 06/06/05 CA 3rd Staff comments due 0627/05. Small Scale Site Plan 12/22/05 CA 4TH Staff comments due 01/13106.APPROVED O2101106. Building Plans 0221/06 CA let Commercial Addition - Shell APPROVED 0227106 Traffic Study 08/13/04 CA 1st Large Scale Preliminary Subdivision Plan O8106/04 CA 2nc Large Swla Preliminary Subdivision Plan 0224/05 CA 3rd CB q {Plans 03/01/06 CA 1st �maff Scale Site Plan 11/16/05 CA 3rd Building Plans 01105M CA tat Buildpp Plans Lang�Scele 1021/04 CA 1st Preliminary / Final Site Plan 04/07/04 CA 3rd ROW Vacation 04/07/04 CA Traffic Study 0521103 CA Staff comments sent to applicant 09117104. ON HOLD Staff comments sent to applicant 09117/04.ON HOLD f`einrpents t` A plicent 03/30/05. ew ,ommercial liuiling Staff comments sent to applicant 1229/05. Antennas/Equipment Building for tower APPROVED O1111/06. Sign. DENIED 1027104. Staff comments sent to applicant 05119/04.ON HOLD. Staff comments due 04/30/04.ON HOLD Staff comments due 04130/04. Current Project Status/Review 3/82006 11 of 16 STATUS OF LAND DEVELOPMENT PROJECTS CURRENTLY UNDER REVIEW SUB- PROJECT NAME PROJECT NO. TYPE OF DATE REVIEWER -:-MITTAL STATUS SUBMITTAL RECEIVED I_ -NUMBER Town Square Center 11029 W. Colonial Drive Building Plans 05/05/05 CA 1st Interior Alteration DENIED 05/16/05 Town Square Shopping Center 11177 W. Colonial Drive Building Plans 03/15/05 CA 1st Sign - Dos Amigos. DENIED 032l/05. Town Square Shopping Center 11177 W. Colonial Roof Top Mechanical Replacement - Cathy Davis Designs Drive Building Plans 11/15/05 CA 1st APPROVED 11/15/05 Towne Square Shopping Center 11029 W. Colonial Drive Building Plans 12/07/05 CA 1st Mechanical Roof -top Unit DENIED 12/13/05 Town Square Shopping Center 11177 W. Colonial Drive Building Plan 01/09/06 CA 1st Well Sign Town Square 11049 W. Colonial Drive Building Plana 01/09/06 CA tat Well Sign - Gracie-jiuJitsu APPROVED 01/10/06 TriBons D'Urbino 1595 E. Silver Star Road Building 01/10/06 CA 1sl Sign approved 01/18/06 Tropic Save Supermarket -- - �9 EY H 021011M CA 1st Sign - Face Change APPROVED on 02/09/06 Twistee Treat SS-20D4-020 ma cele Site Plan 07/07/05 CA 5th Sent approval plans to applicant 12/13/05. U-Store It 100 Mercantile Court Building Plans 02/10/06 CA 3rd Sign 3 APPROVED 0221/06 Victory Baptist Church 1601 A.D. Mims Road Building Plans 1227/05 CA 1st Playground Shade Current Project Status/Review 3/8/2006 12 of 16 TYPE OF I DATE SUBMITTAL IRECEIVE Preliminary SUB. MITTAL STATUS NUMBER Villa Rome LS-2004-021 Subdivision Plan 08/14/05 CA 2nd Staff comments sent to applicant 09129/05. Village Small Scale Site Marketplace SS-2005-012 Plan 11/14/05 CA 1ST Staff comments sent to applicant 1221/05. Villages of Lake Large Scale Plan Bennet ll LS-2005-010 Review 0621105 CA 1 at Staff comments sent to applicant 0729105 Preliminary 8 Final Villas of Certificates of Woodsmere Concumency 05/0IA4 TJ PER RUSS, HOLD UNTIL PROJECT IS APPROVED. Villas of Woodsmere 840 Good Homes Road Building Plans 02,11116106 CA list Wall & Fenos DENIED 0220/06 Villas of Woodsmere Plat 02A7A6 CA 3rd APPROVED 02/17/06 _ The Vineyards 380 Chablis Way Building Plans 02/08/05 CA 1st__ Gazebo The 2pyaryp LS-2004-012 __ _ _ __ _ �� -- I� -'Staff comments sent to zk p�cont 09117/04. Q_ The Vineyards Grading 09/10/04 CA Staff comments 4 Wal-Mart _ _ Stockroom Expansion Master Signage CA 151 Staff comments due 07/06/05. _ Wal-Mart Stockroom Preliminary Site Expansion LS-2005016 Plan 0829/05 _ _ CA - _2nd Staff comments nt - �Q�pJjgRf 10/19/05. -- Wellington Plain Building Plans 02/07/06 CA 1st Electric F�yJ!,`rl A�'PFl()1�_on 02/09/06. Wesmere Building Plans 01/06/06 CA 1st Fence - /10/O6 Large Scale Wesmere Final Subdivision Townhomes LS-2005-0008 Plan 11/17/05 CA 3rd Staff comments sent to applicant 12/06/05.Goina to 02/14" PBZ. Current Pmject Status/Review 3/8/2006 13 of 16 STATUS OF LAND DEVELOPMENT PROJECTS CURRENTLY UNDER REVIEW SUB- r PROJECT NAME PROD 0. TYPE OF DATE (REVIEWER MITTAL STATUS -SUBMITTAL RECE NUMBER e .xi'4 '' U Wesmere Large Scale PropenyNillages Final Subdivision of Wesmere LS-2005-0O6 Plan 11/17/05 CA 3rd Staff comments sent to applicant 12OW5. Going to 02/14/06 PdZ. West Oaks Square 9440 W. Colonial Drive Building Plans 02/06/06 CA Sprint Store. DENIED 021O8/06 West Oaks Mall - 9407 W. Colonial Drive Building Plans 02/231G6 CA let Wall Signs DENIED 02127/06. West Oaks Square 9428 W. Colonial Drive Building Plans 0W14= _ CA _ let Lease Sign Replacement. APPROVED 02021105. West Colonial Parcel(Walia) AX-05-OB-25 Annexation 0810&05 CA 1st Start comments senito applicant 0.%77/05. West End Professional Park LS-92-ON Plat 07/13M CA let Staff comments due 08/15105.DENIED O81 West 50 Commercial Annexation and Subdivision AR-05-06-24 Rezoning 10/11105 CA 2nd Staff comments sent to appli ant 11010.5. West Oaks Mall - Belks 9407 W. Colonial Drive --- Building Plans _ 03/01A6 CA _ 2nd Wall Sigq.. West Oaks Square 9428 W. Colonial Drive Building Plans 02114/O6 CA 1st Lease Sign Replacement - West Oaks Large Scale Square 9440 W. Final Subdivision Colonial Drive LS-2005-0O5 Plan 05/10005 CA 1st Stag comments due 06/03/05 West Oaks Square 9440 W. lColonial Drive Buildinq Plans O2106/06 CA let Sign- Sprint Store DENIED on 02MM Current Project Status/Review 3/82008 14 of 16 I STATUS DIP I. AND nFVFI. OPMFNT PRn.IFCTS CIIRRFNTI Y IINnFR RFVIFW `. PROJECT NAMEI PROJECT NO. I TYPE OF DATE SUBMITTAL IRECEIVI Center 2702 Rew Circle West Orange Investments LS-2005-016 West Orange Professional Building 310101 W. Colonial Drive West Orange Orthopedics Medical Office SS-2005-013 West RV & Boat W$)y.f� LS-2005-013 WesURtlae PUD Phase 3 Westyn Bay Phases 4 & 5 Westyn Bay Townhomes LS-91-002B Westyn Bay Tovmhomes Whisper Winds Nursery SS-2005-006 Whispering Pines Subdivision LS-04-014 Whispering Pines Subdivision LS-2003-005 Building Plans 1122/05 Preliminary Site Plan 12/01/05 SUB. REVIEWER MITTAI NUMee CA 1st CA 1st Building Plans 1222105 CA list Small Scale Site Plan 1 11/30105 CA let Preliminary / Final Site Plan 03/07/06 CA_ BuiloinR Plans _04/12105 CA _2nd ist Lot Cradling Revisions 11/18/05 I CA 2nd Final Subdivision STATUS Monument sign APPROVED 1129105 Staff comments sent to applicant 0127A8. Shell Building Staff comments sent to applicant on 0124106. Staff comments due D4/03/06. _ Monument sign _ Staff comments sent to applicant 12105105. Plan 01/18/w CA 5th Staff comments due 02/16/06 Preliminary Subdivision Plan 8 Land Use Plan 10/18/04 CA tat IStaff comments due 10/22/04. Pedestrian Gates I CA Staff comments sent to applicant 04/12105. Smati Scale Site Plan 0526/05 CA tat (Staff comments sent to applicant 07/06/05. Preliminary Subdivision Plan 10/31/05 CA 3rd Staff comments sent to applicant 12/09/05. Pedesloan Gates 05I04105 I CA 3rd (Staff comments due 05111105. Current Project Status/Revi" 3WO06 15 of 16 STATUS OF LAND DEVELOPMENT PROJECTS CURRENTLY UNDER REVIEW SUB- PROJECTNAME PROJECT NO. TYPE OF DATE REVIEWER MITTAL STATUS SUBMITTAL RECEIVED NUMBER Wmdsor Landing 121 Thornebrooke Preliminary Street I.S-04-014 (Subdivision Plan I OW4104 TG tat (Staff comments sent to aoolicant 07127104. Current Project Status/Review 3/8/2006 16 of 16 Sun Mon Tue Wed Thu 1 7:i10 p.m. 2 7:00 p.m. Child Protection 1111DB Recommendation @ Comm. Conference Committee Room @ Fire Station One 6:00 — 7:30 p.m. Town Meeting with Rep. r @ Comm. Chambers bers 5 12 6 7:00 p.m. 7 7:15 p.m. 8 Education Commission City Commission @ Commission Chambers { @ Commission Chambers 13 Staff Reports due to City Manager 19 20 7:30 p.m. Parks & Recreation Advisory Board @ Comm. Conference Room r: First Do o(S; rinP 26 27 Staff Reports due to City Manager 14 7:00 p.m. 15 Planning & Zoning @ Commission Chambers Agenda Items due to City Clerk 21 7:15 p.m. City Commission @ Commission Chambers 22 10:00 a.m. West Orange Airport Aulhorit) Meeting @ Comm. Conference Room 28 7:00 p.m. 29 Code Enforcement @ Commission Chambers Agenda Items due to City Clerk 9 7:00 p.m&l ` CACOFrj;D @ Fire Station One 16 17 St. 18 Patrick's Day ts f 23 7:00 p.m. 24 CACOPD @ Comm. Conference Room 7:00 pm. Board of Adjustment @, Commission Chambers 30 31 25