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HomeMy WebLinkAbout01-09-2007 Agenda Packetr o„ter of Goon r Mawr S. Scott Vandergrift City Manager Robert Frank PLANNING AND ZONING COMMISSION (LOCAL PLANNING AGENCY) January 9, 2007 CALL TO ORDER A. Invocation and Pledge of Allegiance B. Roll Call and Determination of Quorum II. CONSENT AGENDA A. Minutes of the Planning and Zoning Commission Regular Meeting held November 14, 2006 III. OLD BUSINESS IV. NEW BUSINESS A. Lakewood Estates Final Subdivision Plan B. Prairie Lakes PUD, Tract A Final Subdivision Plan V. MISCELLANEOUS A. January Calendar V. ADJOURNMENT O:\P & Z\Agendas\2007\Jan 9, 2007 P & Z Agenda.doc Commissioners Gary Hood, District 1 Scott Anderson, District 2 Rusty Johnson, District 3 Joel Keller, District 4 (Senior Planner Howell) (Senior Planner Howell) 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 n Ocoee, Florida 34761 phone: (407) 905-3100 • fax: (407) 656-8504 a vv\vw.ci.ocoee.fl.us ITEM NUMBER II. A. Minutes of the Planning and Zoning Commission Meeting held on November 14, 2006 MINUTES OF THE PLANNING AND ZONING COMMISSION ACTING AS THE LOCAL PLANNING AGENCY MEETING HELD TUESDAY, NOVEMBER 14, 2006 CALL TO ORDER Vice Chair McKey called the meeting to order at 7:00 p.m. Following a moment of silent meditation and the Pledge of Allegiance to the Flag, a quorum was declared present. PRESENT: Vice Chair McKey, Members Campbeff, Cankling, Dillard, Morris, Rhodus, Sills, and West. Also present were City Attorney Palmer, Community Development Director Wagner, Princi Planner Fabre, and Deputy City Clerk Sibbitt. ABSENT: Chairman Golden was absent excused. CONSENT AGENDA Minutes of the Planning and Zoning 'Commission Regular Meeting held on Tuesday, October 10, 2006. Member Campbell, seconded by Member Morris, moved to accept carried unanimously. OLD BUSINESS. None NEW BU&NESS MAINE STREET PARCE'S — ANNEXATION AND REZONING Community D4*opm„ ` t Director Wagner stated the subject parcel is north of Maine Street an ,.r st ``of Richmond Avenue. The property comprises of +/-33 acres and (6) six ',�*fferent parcels. All (6) six owners have entered into one petition for the annexation as a block. The current Future Land Use Designation for the property is High Density Residential. The north side of the property is part of the Shoal Creek wetland area and is shown on the Land Use Map as a conservation area. The surrounding property is A-1 Zoning, off to the northwest and immediately adjacent to the east is R-3 Zoning, and to the south is C-2 Zoning. Community Development Director Wagner stated that as part of the annexation, the Developer will be entering into an Annexation Agreement with Planning and Zoning Commission Regular Meeting November 14, 2006 conditions that call out for the developer to provide adequate right-of-way for the development of the parcel, to pave Maine Street a certain distance, and to extend utilities. He further stated in the State Road 50 Activity Center Plan along the Shoal Creek wetland area and around the Ocoee Cemetery and down Richmond Avenue there will be a bike trail that extends along the conservation area. The agreement contains a provision that any future plans will provide for this bike trail. The Annexation Agreement also states that any wetland or 100-year floodplain that is not used as part of the development will revert back to the City or go into a conservation easement. The applicant is asking for an R-3 Zoning designation that is consistent with High Density Residential Land Use and is also consistent with the Joint Planning Area Land Use Plan with Orange County. DEVELOPMENT REVIEW COMMITTEE The Development Review Committee (DRC) ` met on October 26, 2006, and reviewed the Annexation. DRC voted unanimously to recommend approval of the Annexation of the Maine Street Parcels as presented. STAFF RECOMMENDATION Staff recommends that the Planning and Zoning Commission recommend approval of the annex,ion of +/-33.176 acres of land known as Maine Street Parcels, and rezoninG t6 R-3" Multiple -Family Dwelling District. DISCUSSION City Attorney Palmer stated "that Orange County has taken the position that they will be objecting to the rezoning of this property. The City Attorney with members of the staff have had several meetings with Orange County to discuss the rezoning. The City Attorney and staff disagree with Orange County's interpretation of the recently adopted school capacity ordinance. He further stated it is the City Attorney's position that the City has the authority to rezone the property based on the JPA so long as the zoning will be consistent with the Comprehensive Plan and Future Land Use Map that is a part of the JPA. Staff and the City Attorney will continue to meet with the County and OCPS and hopefully will be in agreement before the City Commission meeting on this matter. City Attorney Palmer stated the board's duty tonight is to determine whether the annexation and rezoning is consistent with the Comprehensive Plan and the JPA; there is no need for this board to deal with the school capacity issue. Vice Chair McKey inquired if the petition includes any City land. Community Development Director Wagner answered that City land is not a part of this petition. Planning and Zoning Commission Regular Meeting November 14, 2006 The Public Hearing was opened for the Annexation/Rezoning. Andrew DeCandis, Representative of Orange County Public Schools, stated he would like it to be put on the record that they have not really had the opportunity to review plans at length and how it relates with the school capacity. He further stated they would like to meet with the developer to go over that. The Public Hearing was closed for the Annexation/Rezoning. Member Campbell, seconded by Member Conklin_g, moved to recommend approval of the annexation of +/-33.176 acres of land known as the Maine Street Parcels, and rezoning to "R-3" Multiple -Family Dwelling District. Motion carried unanimously. rWUI'm I P%II'm %7 rYG�71 - %JIVI#1LL ♦7VP1L1V_ VVl�lr f\�T7G�1'�'�71YG rLr%I1q ^11FIG11VIVI"IN 1 Principal Planner Fabre stated the Small Scale -Comprehensive Plan will be considered separately from the PUD Rezoning/Land Use. The subject property is located off of Ocoee -Apopka Road, north of West Road. The applicant is asking to change the existing Future Land Use Designation from Low Density Residential to Commercial. The property is approximately 9.9 acres. Currently West Road and Ocoee Point ParK do not meet in a proper intersection and the ultimate goal is to provide a W int , ction that is properly aligned. The Applicant propas to incorporate this land into Fountains West PUD commercial subdivisioni+/-43 aces). The Fountains West project is situated on the northeast corner of the ptersectfon of West Road and Ocoee -Apopka Road. Both roadways are designated as arterial roads. According to the Comprehensive Plan, policies support Multi -Use Shopping Centers at arterial road intersections. This proposed roadway realignment and intersection was identified in the City of Ocoee Comprehensive Plan adopted October 1, 2002. STAFF RECOMMENDATION Staff recommends that the Planning and Zoning Commission recommend approval of the small-scale Comprehensive Plan Amendment for Fountains West changing 9.9 acres of "Low Density Residential" Land Use to "Commercial" Land Use. Community Development Director Wagner clarified that the motion for this project should actually be to recommend approval of the Commercial Land Use change subject to approval of the PUD Rezoning/Land Use Plan. He further stated that if there was anyone who wished to speak on the Comprehensive Plan Planning and Zoning Commission Regular Meeting November 14, 2006 Amendment, there is a special form that will need to be filled out that will need to be sent to DCA. The Public Hearing was opened for the Small -Scale Comprehensive Plan Amendment. Peter Schwab, 509 Zinfandel Court, addressed the board and stated he is not opposed to the development; however he has concerns `as to what type of commercial development will be put into that parcel. He further stated that he thought the City should work with the County to get the :final widening of West Road alignment. Community Development Director 1i"N`3: er responded that there already is a tri-party agreement for the acquisition of an initial 1 Y2 acre parcel to provide a temporary solution to the road alignment -ad then it also provides for the County to buy all the right-of-way necessary to fourtane the road. He further stated at the next hearing that this will be a condition of approval of the development. Further discussion ensued regarding the concerns for the widening of West Road. Mr. Schwab further stated his only other concern is that once the property is developed, what will limit the ability for tractor trailers to park along Ocoee -Apopka Road. He further stated right now there are tractor trailers parked at night time and he would like for there to be some sort of development that does not become a rest stop. The Public Hearing was closed for the Small -Scale Comprehensive Plan Amendment. DISCUSSION Member R squired as to what will be allowed on the commercial use that is being proposed. unity Development Director Wagner stated if they had not 40ed the conditrQnw,.that the approval is subject to the approval of the PUD Plan, any commercial use or any commercial zoning district would be allowed under a commercial lar#, use but because of the boards actions they will be limiting it to a welry specifii�;" set of uses. Member Dillard, sec ol7ded by Member Rhodus moved to recommend approval of the small-scale Comprehensive Plan Amendment for Fountains West changing 9.9 acres of "Low Density Residential' to "Commercial' Land Use subject to the PUD Rezoning. Motion carried 7-0 with Member West abstaining to vote due to voting conflict. Member West stated he used to be a broker on the property and there is still a portion of the property that he owns in the PUD rezoning_ FOUNTAINS WEST — PUD REZONING/LAND USE PLAN 4 Planning and Zoning Commission Regular Meeting November 14, 2006 Principal Planner Fabre stated the property encompasses approximately 43.03 acres of land. The Future Land Use designation is Commercial, Low Density Residential, Light Industrial, and Conservation/Floodplains. The proposed zoning is PUD. The subject property is proposed to be subdivided into eight (8) commercial lots of which one lot is designated as a shopping center (Lot 6-Publix). Additionally, there will be a water feature with an environmental enhancement for the remnant wetland (Tract F). Road "A" will be dedicated to the City so that they do not land lock any vacant property within the development. The Developer/Owner is dedicating 30 feet wide of right-of-way (Tract D) along Ocoee - Apopka Road. This will result in a 120 foot wide right-of-way long the entire Ocoee -Apopka Road section adjacent to the site for any future roadway improvements. Lots 1 and 2 are the most restricted lots due to the close proximity with the residential subdivision. Lot 8 is proposed to be a future church site. The Developer is requesting two (2) waivers from the Land Development Code, one being the setback requirement of the lots. The applicant has given 30 foot wide right-of-way tract along Ocoee -Apopka Road so staff is supporting a waiver request for a proposed 25 foot building setback alone Ocoee Apopka Road. The other waiver is dealing with out parcels. Staff is also supporting this waiver request. The applicant is dedicating wetlands, a 25 foot upland buffer, and a trail way. The trail way will ultimately connect to the West Orange Trails System. T; DEVELOPMENT R §MW °COMMITTEE The Development review Committee (DRC) met on October 26, 2006, and reviewed the PUD Roning/Land Use Plan. The applicant raised the issue about a Fast Food restaurant" ati on. Lot 2. Staff advised the applicant that staff will not support any Fast Food restaurants on lots fronting Ocoee -Apopka Road (specifically lots 1 and 2) due to close proximity of residential units across the street and since Drive-in restaurants are prohibited within 200 feet of any residence per existing LDC requirements. After discussion was completed, DRC voted unanimously to recommend approval of the PUD Rezoning/Land Use Plan of Fountains West, subject to changes discussed being made to the plans ahead of the Planning & Zoning Commission. STAFF RECOMMENDATION Staff recommends that the Planning and Zoning Commission recommend approval of rezoning the property from C-2 "Community Commercial", R-1A "Single —Family Dwelling", and 1-1 "Restricted Manufacturing & Warehousing" to PUD based on the Land Use Plan, as date stamped received by the City on November 6, 2006, subject to resolving the last remaining issues addressed in the City Attorney's review memorandum and approval of the small-scale Comprehensive Plan Amendment. 5 Planning and Zoning Commission Regular Meeting November 14, 2006 DISCUSSION Member West inquired as to why the trail went from 10 feet to 25 feet. Community Development Director Wagner stated in this case the 25 foot upland buffer was a condition as part of the mitigation for the wetlands, that the Water Management District will require for that area to remain as natural area. He further stated they could not put the bike path in the 25 feet so they got an additional 10 feet for the bike trail. Member West inquired if the discussion of what is to go into parcels would be discussed and voted on this evening. Principal Planner Fabre stated they will only be voting on the PUD. Hal Kantor, representative for the applicant, briefly discussed the improvements of West Road and the applicant's request for a Fast Food restaurant on Lot 2. Community Development Director Wagner explained. page C10, which showed lots 1 and 2 and the restrictions for that site. He further stated they did not just eliminate Fast Food restaurants as a use for those' lots but also eliminated many other uses such as car washes, bars, grocery stores, etc. Fast Food Restaurants can go on lot 3. Further discussion ensued regarding a,fpst Food Restaurant on Lots 1 and 2 and the definition of Drive-thru. Susan Ktchinski, representative with McDonald's USA, gave a brief video presentation of the 2006 McDonald's prototype and briefly explained how they can make McDonald's work with the City's requirements. Convmnity Development Director Wagner stated the other requirements that they had on lots 1 and 2 is that there would be no driveways on the roa side where all you will see is green and the building. He further stated a MCDOnaId's btitding would work on lots 3, 4, and 5. The Pyblic Hearing t , s opened for the PUD Rezoning/Land Use Plan. Peter Schwab, 509 ''`fandel Court, inquired if the setbacks for residential included town, homes. He further stated there are town homes directly across the street from lot ,3 and he `does not know how the setback would play into that situation. Comintwity, Development Director Wagner stated they did look into that and he recalis�bse units being setback 50 feet minimum from the roadway but they can re-evaluate it again. He further stated if the residential setback is true then they would have to grant a waiver on lot 3 to allow the Fast Food Drive- thru Restaurants. Mr. Schwab further inquired about tractor trailer access in back of Publix and if they would be entering off of Ocoee -Apopka across from the Vineyards entrance. Principal Planner Fabre stated the tractor trailers could technically enter any which way they chose even though they will have an access entrance. The Engineer for the Development stated tractor trailers would be using m Planning and Zoning Commission Regular Meeting November 14, 2006 the West Road and Ocoee -Apopka entrance. A brief discussion ensued regarding tractor trailers. Jonathan Fry, 2313 Pesaro Circle, commented on the traffic problems they currently have with the Westyn Bay subdivision. He further stated he does not understand why they would allow a Fast Food Restaurant on lot 3 since it would generate pedestrians to walk from their homes through the Westyn Bay Development (gated community) to the restaurants. He would like to consider that they do not allow any Fast Food Restaurants in any of the lots. The Public Hearing was closed for the PUD RezoninglLand Use Plan. Member Morris inquired since lot 3 might be too close to the t- homes is staff going to require a waiver and will they support a waiver 1 = kommunity Development Director Wagner stated they knew there was a 4 sible gas station going at that location so they did assume that in that locatiorf'there would be a gas station or some kind of Fast Food Restaurant. Staff will go out and check that location but because of the very busy intersection he thinks that the sound, visual aspects, and lighting is less of a concern near that intersection then they are further north across from the single family dwelling. based on the Land Use Plan, as date stamped received by the City on November EAGLES LAN — FINAL SUBDIVISION PLAN Principal Planneiibre stated the Final Subdivision Plan proposes 105 single- family residential lots. The subject parcel is located on the west side of Ocoee - Apopka Road. Westyn Bay Boulevard is planned to be extended through the proposed subdivision and connects to Westyn Bay Phase 4 & 5 subdivision. The Future Land Use Designation is "Low Density Residential" which allows up to 4 dwelling units per acre. The property encompasses approximately 46.35 acres of land of which approximately 4.61 acres are designated as wetland/conservation to be dedicated to the City. The property is zoned R-1AA which is consistent with the Future Land Use. ri Planning and Zoning Commission Regular Meeting November 14, 2006 Eagles Landing will be developed in three (3) phases. The first phase will incorporate Westyn Bay Boulevard infrastructure. This will facilitate the extension of Westyn Bay Boulevard to meet with the Westyn Bay Phase 4 & 5 subdivision improvement plans. The FSP also provides protection for an existing eagle's nest. Principal Planner Fabre briefly explained and provided exhibits that showed a scenario of the retaining wall proposed. From the intersection of Ocoee -Apopka Road and Westyn Bay Boulevard to the entrance to the subdivision on Westyn Bay Boulevard there will be a 6-foot high masonry wall within a 10-foot landscape wall easement that will match the Westyn Bay wall design scheme. The entrance subdivision sign on Westyn Bay will read, "Eagles Landing at Wesyn Bay." The developer will also provide additional road right-of-way for Ocoee -Apopka Road widening and turn lane improvements on Ocoee -Apopka Road and Westyn Bay Boulevard. On August 3, 2004, the City Commission reviewed and approved the Preliminary Subdivision Plan (PSP) for Eagles Landing. The Final Subdivision Plan as presented is consistent with the Preliminary Subdivision Plan as approved. DEVELOPMENT REVIEW COMMITTEE The Development Review Committee (DRC) met on October 26, 2006, and reviewed the Eagles ,Landing Final Subdivision Plan. All the issues were discussed and ch "sAbJhe plan were agreed upon. The city Attorney recommended twos Conditions of Approval affecting the retaining wall should be incorporated'' in the Final Subdivision Plan. DRC voted unanimously to recommend approval ofe Final, Subdivision Plan subject to incorporating the two (2) COAs into the plans awl making°changes agreed upon at the DRC meeting. STAFF RECOMMENDATION Staff recommends that the Planning and Zoning Commission recommend approval of the Final Subdivision Plan for Eagles Landing Subdivision, as date stamped received by the City on November 3, 2006, subject to incorporating the two (2) COAs mentioned above at the DRC meeting and resolving the issues specified in the City Attorney's memorandum and the Engineering Department Comments before the City Commission meeting. DISCUSSION Member West inquired if there will be some turn lanes on Ocoee -Apopka Road. He further stated there is a curve on that road that is really bad and was wondering if it would be smoothed out so that it would be safer. Community Development Director Wagner stated in regards to Members West question, there will be a turn lane. Member Dillard inquired about the retaining wall and 8 Planning and Zoning Commission Regular Meeting November 14, 2006 the height and stated he was concerned about children jumping over the wall. Member Morris inquired as to why there were two walls instead of just one wall. Community Development Director Wagner stated that would be difficult since the walls are made of two different materials. Further discussion ensued regarding the walls. Member Dillard inquired if there was going to just be one exit out of the subdivision. Principal Planner Fabre stated the plan has two access points. Member West seconded by Member Campbell, moved to recommend approval of the Final Subdivision Plan for Eagles Landinq Subdivision, as date stamped received by the City on November 3 2006 subject to incorporating the two M WESTYN BAY PHASE 4 & 5 — FINAL SUBDtVQN PLAN Principal Planner Fabre stated Westyn Bay Phase, 4 & 5 is approximately 31.3 acres of which approximately 8.6 acres are designat6d;as wetland/conservation to be dedicated to the City. This conservation area adjoift.and connects to a series of other conservation areas already dedicated to the City. 'The subject property is located between Ocoee -Apopka Road and Westyn Bay Boulevard. The Final Subdivision Plan proposes 68 single-family residential lots. Westyn Bay Boulevard is planned to be extended through the proposed subdivision and connect to Eagles Landing subdivision. Westyn Bay Phase 4 & 5 will be developed in two phases. On June 5, 2001., , City commission reviewed and approved the Preliminary Subd sign Plan for We6tyn Bay. The Final Subdivision Plan for Phase 4 & 5 as presented is consistent with the original Preliminary Subdivision Plan as approved. DEVELOPMENT REVIEW COMMITTEE The Develo merit Review Committee (DRC met on October 26, 2006, and `, reviewed the Wd Bay Phase 4 & 5 Final Subdivision Plan. DRC voted unanimously to recommend approval of the Final Subdivision Plan. STAFF RECOMMENDATION Staff recommends that the Planning and Zoning Commission recommend approval of the Final Subdivision Plan for Westyn Bay Phase 4 & 5 Subdivision, as date stamped received by the City on November 7, 2006. 9 Planning and Zoning Commission Regular Meeting November 14, 2006 Member Rhodus seconded by Member Campbell, moved to recommend approval of the Final Subdivision Plan for Westyn Bay Phase 4 & 5 Subdivision, as date stamped received by the City on November 7, 2006. Motion carried unanimously. KEY ISLE APARTMENTS, PHASE II — FINAL SITE PLAN Principal Planner Fabre stated Key Isle Apartments Phase 2 is located on the northeast corner of Moore and Maguire Road. The future Land Use Designation is designated as "High Density Residential" which allows up"'to 16 dwelling units per acre. As shown on the site plan, there will be a 6-foot brick wall on, both sides (east and west) of the development. The privacy wall on the western °tundary has been provided through a joint venture with the adjacent commercia�,sdevelopment. There will be a pedestrian gateway to connect with commerciat1 velopment. 4si iC} xv. -� Along Moore Road will be a decorative black aluminum fence suppl'enented with stone columns and appropriate landscaping. The Key Isle Apartments Phase 2 Site Plan proposes 165 residential units on approximately 11.46 acres. On July 21, 1998, the City Commission reviewed and approved the Preliminary Site Plan for Key 1,sle Apartments. The Final Site Plan for Key Isle Apartments Phase 2 as presented is consistent with the original Preliminary Site Plan as approved. The proposed sanitary system is connecting to a private sanitary system. The City of Ocoee will not own or maintain the proposed sanitary system. The Developer of the Key Isle Apartments is responsible to coordinate the utilities connection with the commercial developers to the west. A Reciprocal Easement Agreement will be required from the Developer/Owner in order to ensure that utilities, recreational, lities, and access rights will be jointly used and shared with the existing Key Isle'Apartments. DEVELOPMMT REVIEW COMMITTEE The Develop i0 : Review Committee (DRC) met on October 31, 2006, and reviewed the Key sie`Apartments Phase 2 Site Plan. DRC voted unanimously to recommend approval of the Final Site Plan, subject to making the changes agreed upon at the DRC meeting before the City Commission meeting. STAFF RECOMMENDATION Staff recommends that the Planning and Zoning Commission recommend approval of the Final Site Plan for Key Isle Apartments Phase 2, as date stamped received by the City on October 30, 2006, subject to resolving the issues specified on the City Attorney's memorandum, the Engineering Department comments, and 10 f Planning and Zoning Commission Regular Meeting November 14, 2006 resolving the issue with the inlet at the trash storage area before the City Commission meeting. DISCUSSION Ed Guard, representative for the applicant, stated the issues that Principal Planner Fabre addressed on the private sanitary system will be a reviewed by the City's legal counsel and should be resolved. He further stated the issue on the trash storage and how it was supposed to be connected to the drainage system should also be resolved they are currently waiting to hear back from the Engineering Department. Member moved to the Final Site Plan for Kev Isle Apartments.hase 2, as date stamped received by the Citv on October 30, 2006, subject tom nq thejssues specified on the City Attornev's memorandum. the Engineering Depkm�t comments, and resolvin the issue with the inlet at the trash meeting. Motion carried unanimously. MISCELLANOUS City Attorney Palmer briefly explained the memorandum regarding the Denial of Application for Develop , nt Permits. Community Dev ent ' ctor Wagner announced that they will have more important projects corning before the board for December and possibly January. ADJOURNMENT The meeting adjourned at 9:13 p.m. Attest: Melanie Sibbitt, Deputy City Clerk APPROVED: Rob McKey, Vice Chairman ITEM NUMBER IV. A Lakewood Estates Final Subdivision Plan Mayor S. Scott Vandergrift City Manager Robert Frank STAFF REPORT TO: Planning & Zoning Commission FROM: Bobby Howell, Senior Planner THROUGH: Russ Wagner, AICP, Community Development Director DATE: January 2, 2007 RE: Lakewood Estates — Final Subdivision Plan Project # LS-2006-004 ISSUE: Commissioners Gary Hood, District 1 Scott Anderson, District 2 Rusty Johnson, District 3 Joel F. Keller, District 4 Should the Planning & Zoning Commission recommend approval of the Final Subdivision Plan for Lakewood Estates? BACKGROUND: Lakewood Estates is approximately 15.8 acres in size and is located west of the intersection of Lakewood Avenue and Wurst Road. The Final Subdivision Plan proposes the construction of infrastructure for a 54 lot single-family residential subdivision. The surrounding properties to the north, south, east and west are primarily developed as residential uses and are located within unincorporated Orange County and have a City of Ocoee / Orange County Joint Planning Area (JPA) Future Land Use designation of Low Density Residential. The property to the northwest, commonly referred to as the "Chevron Property", is in the City and has a Future Land Use Designation of "Low Density Residential' and a zoning designation of R-1AA (Single -Family Dwelling) and is currently vacant. The Future Land Use designation for the property is "Low Density Residential', and is zoned Low Density (PUD), which permits development and construction of the proposed single- family residential subdivision. The Final Subdivision Plan is consistent with the goals, objectives, and policies of the Comprehensive Plan, the Land Development Code (LDC), and the requirements of the PUD. DISCUSSION: The Final Subdivision Plan proposes Wurst Road to be extended westward through the development. Wurst Road is identified as a collector roadway in the Comprehensive Plan and will ultimately connect with Ocoee -Apopka Road. The plan indicates Lots 1-20 and 50- 54 will have frontage along the Wurst Road extension. For these lots, additional setbacks have been put in place to allow for extra off-street parking. Lots 1 through 5 have a front setback of 60-feet; lots 6 through 10 have a front setback of 50-feet; lots 11 through 12 have a front setback of 40-feet; and lots 13 through 54 have a front setback of 30-feet. December 12, 2006 Planning and Zoning Commission Page 2 All lots will have a side setback of 7.5-feet, rear setback of 25-feet, and a side street setback at 15-feet. The typical lot size for the development is 60-feet by 120-feet. The Final Subdivision Plan proposes a 10-foot landscape buffer with a 6-foot high brick wall along the portion of the property that fronts Lakewood Avenue. Vegetation in this buffer will consist of Live Oaks, Yaupon Holly's, Ligustrum Trees and Sweet Viburnum. Along the rear of Lots 38-49, which abut the Wurst Road extension, the developer will install a 10-foot wide landscape buffer consisting of a 6-foot high PVC fence and a continuous row of Sweet Viburnum. The plan also indicates that a landscape easement will be provided along the northern property line, and will consist of Live Oaks and a continuous row of Sweet Viburnum. In addition, buffering has been provided around the retention pond that consists of Ligustrum Trees, Yaupon Holly's, and Live Oaks. The internal road network will consist of two roads: the Wurst Road extension, and a yet to be named street labeled on the plans as "Road `A"'. As mentioned above, the Wurst Road extension will extend from east to west through the property, and will ultimately connect with Ocoee -Apopka Road. Wurst Road will temporary end in a cul-de-sac which will encroach into Lot 54, which is shown on the plans to be a future development tract. The Wurst Road section will consist of 60-feet of right-of-way and a 24-foot pavement width with sidewalks on both sides. Road "A" is proposed to end in a cul-de-sac in the northeastern portion of the property in the vicinity of Lots 37 & 38. The plan proposes Road "A" to connect with the property to the south at the time it develops. The plan indicates Road "A" will temporarily end along the southern property boundary between lots 12 & 13 to provide for future connectivity. Road "A" will have a right-of-way of 50-feet with 24-feet of pavement width with a sidewalk on both sides. DEVELOPMENT REVIEW COMMITTEE RECOMMENDATION: The Development Review Committee (DRC) met on December 5, 2006 and reviewed the Final Subdivision Plan. The applicant was notified that all concerns in regards to the review of the project had been satisfied. No additional concerns were addressed, and the DRC voted unanimously to recommend approval of the Final Subdivision Plan date stamped January 4, 2007. STAFF RECOMMENDATION: Staff recommends that the Planning and Zoning Commission recommend approval of the Final Subdivision Plan for Lakewood Estates. Attachments: Location Map Future Land Use Map Zoning Map Final Subdivision Plan for Lakewood Estates, date stamped January 4, 2007 O:\Staff Reports\2007\SR07001_BH_LakewoodEstates_FSP_P&Z.doc Lakewood • r i .'! e tL Total Land Area Developable Acreage Zonlno Future Land Use Existing Land Coveigae Minimum Floor Area Maximum Building Coverage Number of Proposed Lots Proposed Gross Density Proposed Net Density Maximum Height HLE-561)711) DE VEL OPMEN T I NFORMA TION Total 15.80 Acres Water Service - City of Ocoee Total 15.80 Acres Wastewater Service - City of Ocoee Low Density PUD Phasing Single Phase "Low Density Residential' - City of Ocoee Stormwater Provide Wet Detetion as per SJRWMD Pasture, SF Residential, Post-Dev O.C.. 25 Yr 24 hr 0 < Pre-Dev 0. C. 25 Yr 24 hr 0 Streams &Reservoirs Retention Tract A - Owned & Ma/ntained by the City of Ocoee 1,300 sf. (Heated &Cooled) + Heated Per Lot = Lift Station Tract"B" - Owned & Maintained by the City of Ocoee 28X of Gross Project Area 54 Open Meeting Space Tract "C' - Owned & Maintained by the 3.42 units/acre 3.42 units/acre 35 ft (2 Stories) Minimum Lot Area 7000 sf Minimum Lot Wdth 60 feet Minimum Yard Setback. Front (Lots 1 thru 5): 60 ft. Front (Lots 6 thru 10). 50 ft Front (Lots 11 thru 12). 40 ft. Front (Lots 13 thru 20): 35 ft. Front (Lots 21 thru 49). 30 ft. Front (Lots 50 thru 54): 35 ft. Side: Z 5 ft. Rear. 25 ft. Side Street: 15 ft. Wurst Road Side Street w/ Wall: 15 ft. 'Typical' Lot Size is 60' x120' UTILI TY NO77FICA 77ON CITY OF OCOEE BRIGHT HOUSE NETWORK SPRINT SUNSHINE 407-905-3100 407-295-9119 800-521-0579 800-432-4770 FDOT STANDARDS INDEX TITLE Index Number Baled Hay or Strw Barriers, ... 102 Struct. Bottoms, Type J and P 200 Supplementary Details ... 201 Ditch Bottom Inlets Types C, ... 232 Curb & Curb and Gutter 300 Curb Cut Ramps 304 Lakewood Estates Property Owners Association Landscape Buffers & Easements to be Maintained by the Lakewood Estates Property Owners Association Right -of -Way Dedicated to & Maintained by City of Ocoee Protected Traffic for Entire Subdivision: 517 Average Daily Traffic Trips Projected Number School Age Population: 54 x a 404 = 22 Students Schools Elementary Spring Lake 11 Students Middle Ocoee Middle 5 Students High Ocoee High School 6 Students All subdivision slgnage shall comply with City of Ocoee Sign Code. Total Project Impervious Area: = 304,983 sf = 7.0 acres = 44Z Broken downs as Follows. 54 lots at 3600 sf/lot = 4.46 Acres Roads & Sidewalk: = 1.88 Acres Wet Pond at Control Elevation = a66 Acres TOTAL OPEN SPACE PROVIDED = 1.00 ACRES = 6.39. > 29 SANITARY SEWER CITY OF OCOEE - CHARLES SMITH 150 N. LAKESHORE DR. OCOEE, FL, 34761 TEL. (407) 905-3100 WA TER, CITY OF OCOEE - CHARLES SMITH 150 N. LAKESHORE DR. OCOEE, FL. 34761 TEL. (407) 905-3100 REUSE, CITY OF OCOEE - CHARLES SMITH 150 N. LAKESHORE DR, OCOEE, FL, 34761 TEL, (407) 905-3100 POWER, TELEPHONE, GAS KIRBY ENGINEERING, L.L.C. JOHN R. KIRBY, P. E. P. 0. BOX 770669 WINTER GARDEN, FL. 34777 (407) 877-9400 Ape Revised D PROGRESS ENERGY-JUAN DACOSTA 452 E. CROWN POINT ROAD WINTER GARDEN, FL 34787 (407) 905-3300 SPRINT-JOHN PIPKIN P.O. BOX 770339 WINTER GARDEN, FL. 34777-0339 (407) 814-5310 MR. MARVIN USRY BRIGHT HOUSE NETWORK 844 MAGUIRE ROAD OCOEE, FL. 34761 (407) 538-8511 LAKE APOPKA NATURAL GAS -AL EX WOSGIEN 1320 VINEL AND ROAD WINTER GARDEN, FL. 34787 TEL. (407) 656-2734 LAKE APOPKA SITE m it 16, 2006 Lake ` Down cember 0 A SILVER RIDGE ENGINEER'S CER77FICA TIO 14, PARK Construction Plans Were Prep fed In Accordance with the FDOT Green Book, The Manual of Uniform Stand�rds for Design, Construction and Maintenance for Streets and Highways, and Or l nge County Regulations and Specifications. CON TA C T INFORMA TION OWNER/APPLICANT: HOMES IN PARTNERSHIP, INC. (407) 886-2451 P. 0. BOX 761 (407) 886-5304 (FAX) APOPKA, FLORIDA 32703 ENGINEER: JOHN KIRBY (407) 877-9400 KIRBY ENGINEERING, L.L.C. (407) 877-9983 (FAX) P.O. BOX 770669 jkeng®earthlink.net WINTER GARDEN, FL 34777 SURVEYOR: LINO T. SANFT, P.L.S. 407 877-7979 120 E. MAPLE STREET 407 877-7734 (FAX) WINTER GARDEN, FL 34787 GEOTECHNICAL ANDREYEV ENGINEERING, INC. (352) 241-0508 ENGINEER: 1170 W. MINNEOLA AVENUE (352) 241-0977 (FAX) CLERMONT, FL 34711 oeiclermntOool.com t1�• WAIVER TABLE (RESIDENTIAL) CODE SEC71ON Cl TA TION CODE STANDARD PROPOSED STANDARD JUSTIFICATION FOR WAIVER Articles, 30' Side Setback Cor er w7 Wail 75' Side Setback Corn er w/o Wall Allows Dedicotiop of South RI Extension & 40 Wide Building Envelope Section 5-4G Articles, 25' Side Setback 15' Side Street Allows Dedication of 10' R/W to City Section 5-4G with Wall Setback with Wall & 40 Min. Building Envelope Width TAX ID NUMBER 07-22-28- 0000- 00- 051 WA TER CITY OF OCOEE WASTEWA TER Cl TY OF OCOEE STORM WA TER • CITY OF OCOEE • ST. JOHNS R1 VER WA TER MANAGEMENT DISTRICT SOILS TYPE 8tAVRESK AROM HYDROLOGIC GROUP B/b SMYRNA FINE SAND HYDROLOGIC GROUP B/b AMUff FK SW HYDROLOGIC GROUP D ® AIwmfsm OIDsi,A' u HYDROLOGIC GROUP B/D EXISTING VEGA TA TION BRUSH & GRASS FLOOD HAZARD ACCORDING TO THE ORANGE COUNTY, FLORIDA FLOOD INSURANCE RATE MAP COMMUNITY -PANEL NUMBER 12095CO210 E DATED DECEMBER 6, 2000, PHASE 1 IS ZONED "X' "X" AREA DETERMINED TO BE OUTSIDE 500 YEAR FLOOD PLAIN TRACT SUMMARY B LIFT STATION 0.02 ACRES CITY OF OCOEE C OUTDOOR MEETING SPACE 0.06 ACRES P.O.A. D FUTURE RIGHT OF WAY 0.13 ACRES CITY OF OCOEE TOTAL OPEN SPACE PROVIDED =1.00 ACRES = 6.3% > 2% l' JAN 14 2007 C" '` "'T INDEX OF SHEETS SHEET TITLE No. Cover Sheet C1 Conditions of Approval C2 Notes & Special Details C3 Overall Plan C4 Signing & Marking Plan C4A Storm Water Management Plan C5 Storm Water Pollution Prevention Plan C5A Utility Plan C6 Wurst Road Extension Plan & Profile C7-C8 Road "A" Plan & Profile C9-C10 Off -Site Utility Plan C11 General Utility Details C12 Water Distribution System Details C13 WasteWater Collection System Details C14 Lift Station Details c15- C16 Irrigation Plan 11 Landscape Plan L1 Landscape & Handscape Details L2 Landscape Specifications L3 Survey S1 Site Lighting Plan (Separate Cover via Progress Energy) LT1 F_ 0 W N LO 0 0 04 0 a IL i N i 0 0 IL E 0 N I d- 0 0 N ul 01 0 Y 3 0 U CONDITIONS OF APROVAL 1. The project will be developed in 1 phase. 2. The City of Ocoee is subject to the terms, provisions and restrictions of Florida Statutes, Chapter 163, concerning moratoria on the issuance of builing permits under certain circumstances. The City has no lawful authority to exempt any private entity or itself from the application of such state legislator and nothing herein shall be construed as such an exemption. 3. Nothing herein shall be construed to waive any provision of the Ocoee Land Development Code except to the extent expressly set forth on a wai�,*r table or explicitly set out on the plan. 4. Except as specifically noted on this plan, development of this property shall be consistent with the requirements of the City of Ocoee Code. 5. The existing grades on individual lots containing protected trees will be maintained as much as possible to preserve existing protected trees. Fortots containing protected trees, there will be no grading or other construction on individual lots except as specified herein, until building permits are issued for those lots. 6. Removal of existing protected trees will be limited to clearing road right-of-way and retention areas as detailed herein. All existing protected trees on individual lots will be evaluated at the time of site plan review for that lot, to determine whether or not each tree needs to be removed. 7. In order to insure that as many existing trees as possible will be preserved, all road right-of-ways and retention areas will be flagged for review by the City prior to any tree removal. No clearing permits will be issued for site work or building construction until the trees to be preserved have been clearly marked with tree protection barriers. 8. Existing trees 8" or larger (other than citrus trees or 'trash' trees) located along proposed locations of buffer walls or road right-of-way lines will be preserved if at all possible, the buffer walls and roads will be designed around those trees to incorporate them into required landscape buffers and as street trees. 9. 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. 10. The final grading plan will preserve existing grades on individual lots containing protected trees as much as possible. 11. Water and sewer service will be provided by the City of Ocoee. At the time of platting, easements will be placed over service lines and dedicated to the City of Ocoee. 12. All lots will be individually metered. The common areas will be master metered. The system up to the meters will be owned and maintained by the City of Ocoee. Reclaimed water will be used for irrigation purposes, if available. A master irrigation system will be installed to service all common areas and residential lots. This master system will be owned and maintained by the property owners association. 13. Stormwater management shall be provided consistent with the requirements of the Ocoee Land Development Code and the St. Johns River Water Management District. 14. The stormwater system, including all pipes, inlets, manholes and structures, together with Tract A (retention pond), will be dedicated to the City of Ocoee for ownership and maintenance. 15. All stormwater management ponds will be unfenced with maximum 5:1 side slopes into the pond. 16. All building setbacks from all retention areas shall be. 15 feet from top of bank. 17. Drainage easements between lots are shown for locational purposes only. Final easement dimensions (widths) will be shown herein and will be sized to meet City requirements. 18. Unless otherwise noted, a 5' utility and drainage easement will be platted along all side lot lines and 10' utility, drainage and sidewalk easement adjacent to the street right-of-ways. Sidewalks will only be placed in this easement if necessary to run them around existing protected trees to be preserved. 19. All utilities to be placed within the 10' easement along the front of each lot will be placed around existing protected trees to be preserved. 20. All cross access, utility and drainage easements shall be provided prior to or at the time of platting. 21. Unless otherwise indicated, all drainage, utility and maintenance easements shall be for the benefit of the property owners association. The land burdened by such easements shall be owned by the individual lot owners. 22. Each fire hydrant shall be painted OSHA yellow in color and a blue reflective marker shall be affixed to the street in the center of the lane closest to each hydrant. 23. All common area improvements, including entry features, walls, landscaping and sidewalks along all roads, as well as landscaping around the retention pond tracts shall be completed prior to issuance of the certificate of completion for those corresponding phases. 24. Street lights, security lights and lighting for common areas meeting current code requirements shall be installed by the developer prior to certificate of completion at the developer's expense and the cost to their operation will be assumed by the developer in accordance with Section 6-8(D) of the Ocoee Land Development Code. 25. All utilities including electrical, cable, and telephone and including on -site existing overhead wires shall be placed underground. 26. All underground utilities shall comply with Section 6-8(C) of the Ocoee Land Development Code, which requires pedestal -mounted utility boxes to be placed back of the street, no more than 5 feet forward of the front building setback line, on all residential lots which are less than 70 feet in width where the lot abuts the street right-of-way line. 27. The developer shall construct appropriate curb cuts to enable the construction of ramps at all applicable right-of-way intersections (and other areas as reasonably required) in order to provide physically challenged persons access to sidewalks and streets. Sidewalks abutting each platted lot shall be constructed at the time of development of the unit. When sidewalks are constructed on corner lots at certain locations, the sidewalks will be extended to the curb and the appropriate ramps will then be constructed. Sidewalks adjacent to common areas shall be constructed at the time of permanent construction of adjacent common areas. 28. 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. 29. Any damage caused to any public right-of-way as a result of the construction activities related to the project shall be promptly repaired by the owner to the applicable governmental standards at the owner's sole cost and expense. 30. There shall be no access from the property to any public road except at the approved locations shown on the approved plans. 31. Parking for individual lots shall be provided in accordance with the City of Ocoee land development code. 32. Final street naming will be coordinated through the City Building Department at the time of final plat submittal. 33. All existing structures (including buildings, power lines, existing aerial and utility facilities) will be removed and/or terminated prior to or during construction of the development replacing those uses. 34. Pursuant to Section 4-4(G)(7) of the Ocoee Land Development Code, all subdivision signage must be consistent with the legally assigned name of the subdivision. Any subsequent change to the name of the subdivision must be approved by the City Commission. 35. All building pad elevations shall exceed the 100-year flood elevation by a minimum of 24 inches. 36. A property owners association will be created for ownership and maintenance of all common areas and facilities, unless otherwise noted. 37. A property owners association shall be responsible for the maintenance of all landscape areas. Landscape areas shall be kept in a neat, healthy and orderly appearance free of refuse and debris. 3 8. All tracts that are to be owned any maintained by the property owners association or the City shall be conveyed to the property owners association or City, as applicable, by warranty deed at the time of platting. 39. All declaration of covenants and restrictions affecting the property shall include the following provisions: A. Notwithstanding the conveyance of the storm water retention ponds to the City of Ocoee, or any provision to the contrary contained in these conditions of approval, the developer shall remain responsible for the maintenance of the project's stormwater management system (SWMS), including all stormwater retention ponds, until such time as (i) the entire SWMS for the project is constructed and appropriate certificates of completion issued by both the City and St. Johns River Water Management District (SJRWMD), (ii) the stormwater retention ponds intended to be conveyed to the City of Ocoee have in fact been conveyed to the City of Ocoee, (iii) the City of Ocoee is designated as the maintenance entity on the records of the SJRVVMD and all transfer records required by SJRVVMD have been executed and accepted by SJRWMD, (iv) the City has been provided with a copy of the developer's proposed maintenance plan with respect to the SWMS, and (v) the Developer has been provided with a written statement from the City of Ocoee acknowledging receipt of the developer's proposed maintenance plan with respect to the SWMS and that the City of Ocoee is responsible for maintenance of the SWMS. B. Provision allowing the City of Ocoee the opportunity to levy, collect and enforce assessments for maintenance of the common areas should the property owners association fail to do so or should the property owners association fail to collect assessments at a level allowing for adequate maintenance of the common areas. C. INTENTIONALLY DELETED D. INTENTIONALLY DELETED E. Provision that the homeowners association shall at all times be in good standing with the Florida Secretary of State. F. INTENTIONALLY DELETED G . Provision that no property owned by the City of Ocoee or any other governmental entity shall be sub j ect to assessments levied by the property owners association. H. Provision that any amendment to any provision affecting the City requires the consent of the City in an instrument recorded with the amendment. I. Provision prohibiting on -street parking for Wurst Road. The articles of incorporation and bylaws of the property owners association shall be consistent with the forgoing provisions. 40. All legal instruments including but not limited to the declaration of easements, covenants and restrictions, association documents and deeds shall be approved by the City prior to plat approval and shall comply with all ordinances of the City in effect at the time of recording of any such instrument. 41. All landscape areas will be irrigated and have an automatic rain sensor. 42. The developer shall comply with Section 6-9 of the Ocoee Land Development Code regarding community meeting rooms requirements for residential subdivisions. 43. Except as specifically noted on this plan, all interior subdivision roads will be dedicated to the public. 44. To the extent any lift stations are required on the property they will be conveyed to the City at the time of platting. All such lift stations shall be fenced with black, vinyl chain -link fence, with posts and rails painted black, and shall be set back no less than 25' from any street. Such lift stations shall also be screened with hedge -type shrubbery, such as viburnum or ligustrum. 45. Each residential lot shall have a minimum of three (3) trees per lot, and one street tree, planted 10 feet away from the edge of the R/W, ranging in height from 10 f eet to 15 feet, and 2 inch diameter at breast height (DBH). The street trees shall be planted alternately on either side of the streets All lot tees, including the street trees will be planted when each individual homes is constructed. 46. The entire Property is subiect to the terms and conditions of that certain Development Agreement dated February 21, 2006 recorded in Official Records Book 8524, Page 1985, Public Records of Orange County, Florida. 47. Access rights to Lakewood Avenue from Lots 1, 37, and 38 are dedicated to the City of Ocoee. 48. Access rights to Wurst Road from Lots 38 thru 49, inclusive, are dedicated to the City of Ocoee. 49. Future Conditions - Wurst Road/Lakewood Avenue Intersection Will Become a 4-Way Stop. Plans to Reflect This Condtition 50. "All stormwater from Wurst Road and any other interior public road will drain into Tract A at no cost to the Ci of Ocoee An easement to that effect will be provided on the Plat.". z o (n E E a � o o •a o o � 0 0 0 0 0 4 4 4 0 0 0 a a Ld Q N '� oI- IN I-) a- � W Q cn n °- cf) Q W z � LL 0Q ry O O n C Z W 7- 0 Q Cn W z Ooo ff= U U J nW n Q C� 0 z_ Y m_ W W y z_ 00 CD ry z � w z o O m JK DESIGNED JK DRAWN 4-16-06 DATE C2 SHEET GENERAL NOTES 1. ALL CONSTRUCTION SHALL CONFORM TO THE CITY OF OCOEE STANDARDS AND SPECIFICATIONS AND TO THE FLORIDA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, MOST RECENT EDITIONS. SAID FDOT STANDARDS SPECIFICALLY INCLUDE. INDEX 1 102 - 'PROTECTION AROUND INLETS OR SIMILAR STRUCTURES' INDEX 1200 - TYPE 'P' STRUCTURE BOTTOMS INDEY 1 210 - TYPE 5 & TYPE 6 CURB INLET TOPS INDEX 1 232 - TYPE Or INLET INDEX 1273 - MITERED END SEC7701VS INDIX / 300 - CURB & GUTTER 2. ALL DISTURBED AREAS SHALL BE SEEDED ANF MULCHED, UNLESS OTHERWISE NOTED, UPON COMPLETION OF CONSTRUCTION. 4. ALL PROPOSED GRADES SHOWN ARE FINISHED GRADES. 5. THE CONTRACTOR SHALL PROVIDE POSITIVE DRAINAGE OF THE SITE AS INDICATED BY GRADES AND FLOW ARROWS. 6. UTILITIES SHOWN WERE LOCATED FROM BEST AVAILABLE INFORMATION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFICATION ALL U11UTY COMPANIES AND FOR THE LOCATION AND PROTECTION OF ALL UTILITIES THAT MAY EXIST. SSOCOF FLORIDA LAW (F.S. 553.851) AND (F.S. 556) SSOCOF 1-800-432-4770 (SUNSHINE STATE ONE CALL OF FLORIDA) PROTECTION OF UNDERGROUND PIPELINES MANDATES THAT "NO EXCAVATOR SHALL COMMENCE OR PERFORM ANY EXCAVATION IN ANY PUBLIC OR PRIVATE STREET, ALLEY, RIGHT-OF-WAY DEDICATED TO THE PUBLIC USE, OR GAS U11UTY EASEMENT WITHOUT FIRST OBTAINING INFORMATION CONCERNING THE POSSIBLE LOCATION OF GAS PIPELINESIN THE AREA OF THE PROPOSED EXCAVATION." THIS INCLUDES ANY OPERATION UTILIZING HAND TOOLS OR POWER TOOLS WHICH MOVES OR REMOVES ANY STRUCTURE, EARTH, ROCK, OR OTHER MASS OF MATERIAL BY SUCH METHODS AS DIGGING, BACKFlU_ING, DEMOLITION, GRADING, DITCHING, DRILLING, BORING, AND CABLE PLOWING. THE EXCAVATOR MUST NOTIFY THE GAS UTILITY A MINIMUM OF 48 HOURS AND A MAXIMUM OF 5 DAYS PRIOR TO EXCAVATING (EXCLUDING SATURDAYS, SUNDAYS. AND LEGAL HOLIDAYS). TRENCH SAFETY CONTRACTOR SHALL COMPLY WITH OSHA TRENCH SAFETY STANDARDS 29 C.F.R., S. 926.650, SUBPART P. AND ALL SUBSEQUENT REVISIONS OR UPDATES ADOPTED BY THE DEPARTMENT OF LABOR AND EMPLOYMENT SECURITY AND WITH SECTION 553.62, FLORIDA STATUTES. 7. PRIOR TO CONSTRUCTION THE CONTRACTOR SHALL TAKE EXTREME PRECAUTION BY VERIFYING ALL ELEVATIONS, STRUCTURE LOCATIONS, PAVEMENT TIE-INS, CONNECTION TO EXISTING UTILITIES, CONNECTION TO EXISTING STORM STRUCTURES, ETC..., BASED ON THE FINDINGS THE CONTRACTOR MAY NEED TO MAKE ADJUSTMENTS IN ORDER TO MEET THE PLAN INTENT. 8. THE CONTRACTOR IS RESPONSIBLE TO PROVIDE EROSION AND SEDIMENT CONTROL THROUGHT THE CONSTRUCTON PHASE WHICH SHALL INCLUDE, BUT NOT LIMITED TO THE PLACEMENT OF SILT FENCES, STACKED HAY BALES OR OTHER SIMILAR STRUCTURES ALONG THE PERIMETER OF THE SITE. THIS WORK SHALL CONFORM TO THE REQUIREMENTS OF THE ST. JOHNS RIVER WATER MANAGEMENT DISTRICT AND THE FLORIDA DEPARTMENT OF TRANSPORAT10N AS OUTLINED IN F.D.O.T. STANDARD INDEX #102. THE CONTRACTOR SHALL PROVIDE AN EROSION PROTECTON PLAN. 9. BOUNDARY AND TOPOGRAPHIC INFORMATION PROVIDED BY SMART SURVEYING, (407) 786-9456 10. REMOVE ALL STRIPPINGS AND UNCLASSIFIED MATERIALS OFFSITE AND DISPOSE OF IN LEGAL MANNER. 11. FILL TO BE PLACED AND COMPACTED TO A MINIMUM 98% MAXIMUM DENSITY (PER AASHTO T-180) 12. JOHN KIRBY, CONSULTING ENGINEER, SHALL BE NOTIFIED IMMEDIATELY OF ANY PROBLEMS REQUIRING DEVIATION FROM THESE PLANS AND SPECIFICATIONS. 13. ALL PAVEMENT SHALL BE GRADED TO OBTAIN A MINIMUM GRADE OF 0.30% AND SHALL DRAIN POSITIVELY TO AREAS INDICATED. 14. CONTRACTOR SHALL PROVIDE AND COORDINATE PLACEMENT OF ANY REQUIRED UNDERGROUND CONDUITS NECESSARY FOR PLACEMENT OF UTILITIES (TELEPHONE, ELECTRIC, CABLE.. ETC.) AND THE SPRINKLER SYSTEM. 15. CONTRACTOR SHALL PROVIDE JOHN KIRBY, CONSULTING ENGINEER, WITH AS -BUILT INFORMATION ON THE FOLLOWING: LOCATIONS AND INVERTS OF ALL UTILITIES AND STORM STRUCTURES; AND 16. IF DEWATERING IS NECESSARY THE CONTRACTOR SHALL NOTIFY SOUTH FLORIDA MANAGEMENT DISTRICT TO DETERMINE IF A PERMIT WILL BE REQUIRED. PAVEMENT LOCATIONS AND GRADES. 17. THE EROSION & SEDIMENT CONTROL MEASURES DELINEATED ARE THE MINIMUM REQUIRED. ADDITIONAL CONTROLS SHALL BE UTILIZED AS NEEDED. 18. GEOTECHNICAL INFORMATION PROVIDED BY ANDREYENGINEERING, INC.. 407-331-7360, IN A REPORT DATED 2-4-05. AEI PROJECT NUMBER CPGT-05-023. CONTRACTOR TO REVIEW AND ABIDE BY REPORT RECOMMENDATIONS. 19. DENSITIES AT UTILITY AND STORM STRUCTURES (INLET/MANHOLES WITHIN ROADWAY TO 3' IN BACK OF CURB) SHALL BE 98% WITHIN PAVEMENT AREAS, AND A DENSITY OF 95% FOR STRUCTURES OUTSIDE PAVED AREAS PER AASHTO-180 (MODIFIED) IS REQUIRED. PA ING, GRADING, AND DRAINAGE CONS7RUC770N NOTES 1. UNLESS OTHERWSE NOTED, GENERAL, PAVING, & STORM CONST. DIVISIONS 70 BE IN ACCORDANCE WITH GTY OF OCOEE STANDARDS AND SPECIFICA770NS AND FDOT STANDARDS & SPECS AND FDOT ROADWAY & DESIGN 7RAFFIC STANDARDS FOR ROAD & BRIDGE, MOST RECENT EDITIONS 2. INDEX j 102-NPR07EC77ON AROUND INLETS OR SIMILAR S7RUC7VRES' J. EROSION AND WATER POLLU77ON CON7ROL TO BE PROVIDED IN ACCORDANCE WI7H FDOT STANDARD INDEX NUMBER 102. 4. CON 7RACTDR TO ENSURE POSY 77VE DRAINAGE OF ALL PAVEMENT AREAS 70 INLET AS INDICATED. 5. CON7RAC70R TO ABIDE BY THE REQUIREMEN73 SET FOR7H IN SJRWMD S70RMWATER PERMIT NO. xxxxxxxxxx 6. ALL STORM WATER PIPE JOINTS WILL BE WRAPPED WITH FIL7ER FABRIC PER FDOT INDEX 280. UTILITY NOTES 1. WATER & WASTEWATER SYSTEM CONSTRUCTION TO BE IN ACCORDANCE WITH AEPUC I ABLE STANDARDS & SPECS. WHICH MAY INCLUDE: A. CITY OF OCOEE MANUAL OF STDS. & SPECS FOR WATER AND WASTEWATER MAIN CONST. B. STANDARD DETAIL SHEETS 2. NEW MAIN CONSTRUCTION SHALL NOT BE ALLOWED TO CONNECT TO THE CITY SYSTEM UNTIL BACTERIOLOGICAL AND PRESSURE TESTS ARE DONE. THE CONTRACTOR SHALL MAKE PROVISIONS TO ENSURE THAT THE EXISTING ACTIVE MAIN IS PROTECTED FROM BACKFLOW CONTAMINATION DURING FILLING, FLUSHING, TESTING AND MAINTAINING PRESSURE IN THE NEW PIPING, UNTIL A LETTER OF CLEARANCE IS OBTAINED FROM FDEP, BY UTILIZING A TYPICAL TEMPORARY JUMPER CONNECTION. 3. ALL MAINS & SERVICES SHALL BE HYDROSTATICALLY TESTED AT 150 PSI FOR TWO HOURS IN ACCORDANCE WITH CITY SPECS. & AWWA 605 & M23. I 4. CONTRACTOR SHALL PROVIDE JOHN KIRBY, CONSULTING ENGINEER,WITH AS -BUILD INFORMATION ON THE WATER MAIN INCLUDING TEES, VALVES, AND BENDS. I 5. GRIP RINGS, OR MEGA LUGS IN ACCORDANCE WITH CITY SPECIFICATIONS SHALL BE UTILIZED IF RESTRAINT IS NECESSARY. THRUST BLOCKING ISi NOT ALLOWED. 6. THE CONTRACTOR/OWNER TO PAY ALL REQUIRED CONNECTION, IMPACT FEES, METER FEES, CONNECTION FEES ETC... IN ACCORDANCE WITH CITY OF OCOEE POLICY. 7. CONTRACTOR TO PROVIDE ALL MATERIALS AND LABOR AS NECESSARY TO CONNECT TO THE CITY SYSTEM. ALL MATERIAL AND LABOR TO BE INSPECTED AND APPROVEd BY CITY PERSONNNEL. 8. CITY OF OCOEE'S UTILITY DEPARTMENT TO VERIFY AND INSPECT AND APROVE BACKFLOW PREVENTION DEVICES AND CONNECTION TO THE CITY SYSTE . 9. A MINIMUM HORIZONTAL SEPARATION OF 10 FEET AND A MINIMUM VERTICAL SEPARATION OF 12 INCHES SHALL BE MAINTAINED BETWEEN ALL SANITARY LINES, STORM LINES AND WATER MAINS. IF THIS SEPARATION CANNOT BE MAINTAINED THE SEWER LINES SHALL BE CONSTRUCTED OF C900/DR18 PVC AT 10 FEET ON EACH SIDE OF THE POINT OF CONFLICT. IF SEPARATION CANNOT BE MAINTAINED BETWEEN WATER LINES AND STORM LINES THE WATER MAIN SHALL BE ENCASED IN 6" THICK CONCRETE OR SHALL BE DUCTILE IRON PIPE FOR 10 FEET ON EACH SIDE OF THE POINT OF CONFUCT. 10. UTILITIES SHOWN WERE LOCATED FROM BEST AVAILABLE INFORMATION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFICATION OF ALL UTILITY COMPANIES AND FOR THE LOCATION AND PROTECTION OF ALL UTILITIES THAT MAY EXIST. 11. PVC PIPE MUST BEAR NSF LOGO FOR POTABLE WATER USE. 12. DISINFECTION OF WATER MAIN TO BE IN ACCORDANCE WITH AWWA C651. 13. ALL PVC PIPE 4" OR GREATER MUST BE C-900. 14. POLYETHYLENE TUBING TO BE "EMPIRE BLUE" IN ACCORDANCE WITH AWWA C800 & C901. 15. MATERIAL SPECIFICATIONS TO BE IN ACCORDANCE WITH AWWA C-901. 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). `I 4. ACTUAL GRADE OF PIPE BETWEEN MANHOLES. 5. LOCATE ALL SERVICE WYES FROM DOWNSTREAM MANHOLE WITH DEPTH AT LOT LINE AND DISTANCE FROM THE MAIN LINE. 6. LOCATE WITH MEASUREMENTS FROM PERMANENT VISIBLE OBJECTS ALL FITTINGS/ACCESSORIES NOT VISIBLE FROM THE SURFACE (MINIMUM TWO POINT TIES). B) STORM DRAINAGE 1. TOP ELEVATION OF EACH MANHOLE FRAME AND COVER/GRATE AS WELL AS ALL OTHER STRUCTURES (HEADWALLS, CONTROL STRUCTURES, ETC.). 2. INVERT ELEVATION OF EACH LINE ENTERING AND LEAVING EACH STRUCTURE, INCLUDING UNDERDRAIN PIPES. 3. INVERTS OF ALL MITERED END SECTIONS. 4. ACTUAL GRADE OF PIPE BETWEEN THE STRUCTURES. 5. INVERT ELEVATION AND TWO HORIZONTAL TIES FROM PERMANENT VISIBLE OBJECTS' TO ALL STORM STUB -OUTS. C) WATER AND REUSE SYSTEM AND FORCE MAINS 1. ACTUAL LENGTHS OF PIPE BETWEEN BRANCHES AND VALVES IN THE RUN. 2. LOCATE WITH MEASUREMENTS FROM PERMANENT VISIBLE OBJECTS ALL FITTINGS/ACCESSORIES NOT VISIBLE FROM THE SURFACE (MINIMUM TWO POINT TIES). 3. LIST THE DEPTHS OF THE UNES AT ALL VALVES. FITTINGS AND FIRE HYDRANTS. Diagonal Ramps Oftly, �y All Ramps Excel Diagonal Ramps Oro � p o econ C4rb e &e, 4. i0,� nt See c4r FX�Sti 7 F !� cenero/ "Vol/es 7 v 6 ell) ego PICTORIAL VIEW ,c 6'-0" Curb Transition _ 1.3'-0" Drop Cu SECTION AA 6'-0" Curb Transition Gutter NOTE: EACH INTERSECTION SHALL HAVE A HANDICAP RAMP THAT MEETS THE ADA (AMERICANS WITH DISABILITIES ACT) STDS Width as Noted on Site Plan Light Broom Stroke Finish Finish Grade " 114" " t�_ 114 R. v MF a a d _�T a n Groove Spacing to = Width of Sidewalk WALK SEC77ON DUMMY GROOVE 3000 psi Concrete \ , i4» 114" R. a. e n 4. . 20'- 0" O.C. Max. or 112 Length of Walk CONSTRUCTION JOINT 12 ---� 2 114 rr R a• a a n rd < a• w a• a Exponsion Joints 40'-0" 0. C. Max. Provide at Every Sidewalk Intersection SIDEWALK DETAILS N. T.S. CONSTRUCTION JOINT 9 aw B Back Of Sidewalk Drop* p* Top Of Curb Face W Sidewalk (5' Std.) ;A a b --{ Utility Strip 10" 0.02 (Min.) 0.01 (Min.) 6" 0.08 (Max.) 0.04 (Max.) Drop Curb (Curb & Gutt 0.04 (Norm.) 0.02 (Norm.) Type F Shown) �t- 12: 1 Max. x SECTION BB Future Curb An Gutter Construction A 20' R Or As Shown On Plans r r 1 -2 2`rExp. Joint A C B Valley Gutter Curb And Gutter PLAN 3'-0" SECTION AA K c, JtL; I IUIN' tits SECTION CC VALLEY GUTTER - SEE ry z O 0 11 C) V) > W U) 0 J � Q U W (� n LLI V) Q O C) L1_i F_ LIJ O z Q I U _J n O U O r W � I � W Y _z o0 U n- z � W z O o ry JK DESIGNED JK DRAWN 4- 16-06 DATE C3 SHEET Seed & Note: The Full R/W and Disturbed Areas Shall Have a Seed & Mulch Full Stand of Grass Upon Completion of the Infrastructure Mulch R/W Line R1W Line 25' Centerline Roadway 25' otch Exist. 5' 4' 2' 1 2' 12' 12' 2' 2' 4' 5' Const. 5' IfIde i 12 Typ. L Const. 5' Wide 4 Thick 3000 psi 4" /hick 3000 psi • • •• • Cona Sidewalk Cona Sidewalk I`- 4 Stabilize Top 6 FOOT Type to 50 psi FBt, Min. 7' Curb (T)p.) 98X Density 6' Sall Cement Compacted to NOTE.' 12' Subgrade Compacted to 98X Max. 98X Max. Density (AASHTO T-134), Density (AASHTO T-180) Asphaltic Prime Coat Applied at a15gal./sf May Be to be I ROAD "A " SECTION N. T.S h La O LO W C E z c V 0 E E ry $ o W 0 - o � o o o `Oo 0 I 4 C Q 0 0 0 9' 7 J I y y SE 1 4 OF NE 4 ONING "Al" DE LA SC/ SEM NT ,,,Q 80' �.� �� ,�1°' , ,9 ,� ,tiw� / / 0 GE COUNTY WI ^, 6 10 - - - VEN U E ZONING "RIA9' OF SECTION 7-2 28 TRUC G FACILITY , „ w o 0 0 _ 60' - 1 1 41 CITY OF OCOEE I _- (NOT PLATTED) WNER: HARR N RICHARD 0 R e '� 81 4 - 6O' _ _ 60_ - I I > TRACT D Q _ ry _ _ - 60' - - - - - > ------ T FUTURE RIGHT-OF-WAY o I o v UNDEVELOPED ------ _ _ .... •;�-�- 10 60 __ w i OWNER: CHEVRON LAND) - - - & DEVELOPMENT CO - ' -6 - "- - 2 PINES ___ - r-_-�� -- r- I ► 1 , I width , SW 1/4 OF WE 1/`� . I _�;, ®_ - - - ®- - ---" 10' 110 , - - - - - 65 ---------� r-- ----, --- - 1 i ---- 36 i i i ' I 1 3 7 i 10 WIDE WALL/LANDSCAPE/ o OF SECTION '7\�2-2% \ ��, �, - ......� _ ------ I ► 3 6 I r Z I I I I I I A 3 5 1 1 I SI GNA GE BUFFER EASEMEN T Seed & Note: The Full R/W and Disturbed Areas Shall Have a Seed &. Mulch Full Stand of Grass Upon Completion ofI the Infrastructure Mulch R/W Line F' R/W Line 30' Centerline Roadway 30' otch Exist 5' 9' 2' 2, 12' 12' 2, 2' 9, 5' Match Exist. ra Sod Min. 1.25I1 Thick Type S-1 Sod 1 , ,,, tr/ r-with An. 0.75" Tire S-Ill tdp 10 1 1 u. , , r i I 10' 1 12" To. Const 5' ode Const. 5' odef 4' Thick 3000 psi 4' Thick 3000 psl I4: Cona Sidewalk Conc. Sidewalk Stabilize Top 6' F00T T e C to 50 psi F81; Min. I 'F" Curb (T)p.) � 98% Density 18' Soil Cement Compacted to 12" Subgrade Compacted to 98X Max. 198X Max. Density (AASHTO T-134), Density (AASH70 T-180) Asphaltic Prime Coat Applied at a15gal./sf WURS T ROAD EXTENSION SECTION EXISTING TREE LEGEND 16" Oak = DENOTES 16" OAK TREE TREE TO BE REMOVED Q TREE TO REMAIN NOTE: ANY TREE NOT INDICATED TO BE REMOVED IS TO REMAIN (NOT PLA TTEO)\" �`\ ,2�ry _ - - - - - _ 10' ------ 2----_ -I r >� l r 7u' I I cr i I I I 1 �I 1 ` N 128.5 -i r u� I I I 1 I 1 I 1 i NI I .� ---i r-- r' > I I r' I I� I I I I I NI �I is 31 �1 W/6' HIGH BRICK WALL \ �-- - 1 I `� i i i I i Na ► I i i I �' 1 -1 I N' i i I of i 000� I 1 I I I Ii i of i �' ; i ' �__ ( +,� Y FACE OF THE WALL SHOULD I I NI i of I ► 1 I , 5 1 I -'I i N' I of ► o' ► `I ► 7 ► I 1 I I I ' 3 BE NO CLOSER THAN 5 FEET 6 I I ► to d 1 123.75 i I I I ti ' ---- i ' > J a I 7 i , ► 1 L _ -- J - - 0' I FROM THE R/W &, HIGHEST o - 1 1 I cn I 1 I i i I 1 , , I I I I N - J L------- 12 I 1 I l I J L----At`---J L------- Q s , \N � i i - --__ GRADE, FRONT OR BACK 3 OF WALL. 1 a ao rr 12 s0' _ 6D'_ 6 - 0 96. I ° 6' WIDE CONC. SIDEWALK xW� oz~ d-I .� ti� RETENTION �--- �, �� _ _ so__ .,._.._6_---------- - 1 ALONG LAKEWOOD W � O 4 10 1 » » 8 '---- ' 6 - _ 40+0 _ A VENUE FRONTAGE 39+0 + 6' WIDE S WALK M ch \W \� 38+ 0 50' o i DtT ",q " 37+00 ._., .--V1�4►-' - Wi�h 1 ZONING R2 z x z �' 0 112 �'_ _ >- - - _ -, ` 3s oo R O ----,� A D - - -i--- CO NECTI •�,, " " o a o `-; _ i _ 34+p0 �_ _ �__ - I- ��. - - - - _ ,� O ORANGE COUNTY N w ;O 2"JIM 121 i i - ,..._.,r .. - - 6 60' - 60 0 `'`9� ��yQ� *'a? VARIOUSSF RES. 60 L I OWNERS O i / %� _ - 3 I _- , / _ .® ' 0 60 12"RAIN EE 1 O 6 0 TDOOR �1 123.7 �--120T-- �7 , 60 --, LO r ----- - sr9 ETING--------, ► o ------ r------- r01 8"RAINTR , I I I I g9 I W SPACE POND ACCESS - _ - _ -- - I TRACT C 12 •5 I I 9 r r - I I \ , i I 16'RAINIREE , , I I I \\ Q »» _ -- '� -'I` I I rn �- ----- 60' � 60N22 -" - 60' 60 0 1 , 1 1 ,� w a�A�Eo� ' I I I_. 11 I I ��� 1 1 25 60 I I `I 1 I 1 1 I , I R �SqN I .y" -. Z I Iv I' O' I 1 r-- I Q 1-------� r-------I i--- - - - i i--- '---120,------� 1 ,"�,+ , `i- J I I �� I , 1 I-� i i i 'J- ,CnVI Icn --- I I I i � ��,, � I i I I I I 1` I I P C I LAN $C�► ' 1�g1� �. G! PTCKIC B EI� I I I I ------ ^t cn I I , , , I I I E EA I I I --- , I f I O -- , I I I I i , I HI H► R CK WA 1 QBLOCK 1J uo sf zE o I ' ' j 2 cj 1 IN I 5 r i I I i a r ( E T�( I� L RE R I A D I ► U 1 I I I N3 1 I O i 1 1 (1t 1 I I I ^f ' I I I I 1 3°Pvc - i I ER LIFT STA ION 1 I I 5 3 to I 12 1 0l i I I , Nv 3,.35 I �RFa`E J L__ SI 1QD1_ A _ __ -� S E D TAI -, HHET -� U NORTH OCOEE ADDITION N0. 2 TRACT „B„ `-t i� I �N i 1 I i i I 1 -1 I 1 I I I I I i -�--- -- -- -- ---- / „ 1 IN 1 O I I ' i I I `� I I I I i �- - -, L ON HEET L1) S¢ (PLAT BOOK O'; PAGES 69) BLOC/ 1 TURE ,o I I I 1 I i I i �- ,za.4, 10 - - - - - - - 10- - - - I I I I I I J 1--------J------ ssmuc __ J , , , NORTH OCOEE i b TRACT I 1 1 L--- ---� L------- J _ _"v.,z9.<, s - 0 -- - -- - - - 60 60 0 60 .1 I& (PLAT BOOK "( _J L-------J L------ 1----------- - - -10 _ - - _ _ .� 0' o o .��' !Er. 60 ov 1 _ _ -.... 5.�. - - 19 T er 20 "� 2�0' Deg & A I S a e s 3 23+ 9 60",s 1 S - -1 - + 6 e�� 0' _ z5' 1 _ _,.,�+2' _ so,,,,,.... _ 6° - - - 5 rt - Js, _�4 ,f t. -+ - 4-- + �� � � � ,16.,RAI EE ;WUR T R A D EX T NS1 N � J _ --i----1------ i - - +- ' h o0 --1+ ---T- _ ------1'- �3 60� 65 0' 60, 60 0 2 So F6` 60ENT ANCE I N 01 0 - _ - ---- - - 65\ -_ � / 0 62.5 SEE D TAIL H L2 60 _ - - - - 6._._.-' 60' TO BE REMOVED 6' IGH BRI WALL _76°_ ' ----- - EE DETAIL- HHET L2 PINE 60 ---- - r------1 r•---------, , r--------,� �� --- ----� r------- r -"'Ir----- _-----I r---- - - _ II II t 1 +I;s`--- --- 11pI-I- R- TOR + - 8 5 4 3 ,I /` I i I 'I II ' ' I I I � I III Ii I I I I I I I ► 11 III �I , , I _l'Il ( 1 i i P I I IcI I I IIi I I WIDE vI , -, omo► ^t:p I ,► II 0104.H18 17 16 14 Kill 13 Y12 JOPEN SPA oI '20 , EASEMENT 1 1 o"e I I .`ti , ► I I 1 i I 1 I I I I , 1 I Q i i i I I i I I i I 1 I I I I I I I 1 I I aD� I I I I I I I I i , I I 1 I I , I I I I I I I I I I •+`� 1 I I 101 s 1 I I o,i I 1 I i I I I I 1 I I I I I I I I I I I 1 I I .rV i I I I , Q I 1 I I I I I I I I I I I I I I I I G c. , I 36'IFICus I 1 I I i I I I i I I I i I I ' ' -J L �� ' ' ' 1 I I I I Q 1 1 1 I Ierg 3a"OAK I 10' Add'l --------�-------� L----------------------- L------- 1 , ► I I I I I I I ► TO BE R ED L------ ' I .� I , I I 1 - 1---__ J--_--__J , I I i 1 I I I I i t I EO 1 1 1 ti+ -ems- I I 1 I o p R1{IV 8 60 - --- ----- 60' 10 , 60, -1- -_ _ _ _ _ L- L-----_J L----- -J �------�-- ----�-----I------ ----- G L...---- �- 60' ' 60 10 m _ -----� TEMP RARY UL-DE-SAC. TO BE ABANDONED +� 65 •�'9 65' 60' WHEN WUR ROAD IS EXTENDED TO THE WEST S.88e47'28"E. 6 5.96' - - - - - - - - - - - - - (LO 54 0 REMAIN AS FUTURE DEV. TRACT S•04'43„ `}"60' 70' 60' D' 6 60' 60' ,•� - - - 60' - _ 72.5 1 UNTIL WU ST ROAD IS EXTENDED TO THE WEST 10' WIDE OPEN SPACE EASEMENT 10,76' �ytiy, ZONING "Al" j °"W -°RW P ,6"PI -'- - PP "LESS OUT PORTION" 32 S.89 5'17"E. 617.87 ' GE C UNTY N 3/4 o NE 114 OF SE 114 1 D WIDE OPEN SPACE SEMENT U VEL'OPED OF CTION 7-22- I OWNER: Y MASK NOT PLATTED) SAMPLE COMPUTA77ON OF GRADING CONTROL LINE A-F FOR A LOT DN AN 0.5% STREET, WITH 30' SETBACK, 60' BUILDING DEPTH AND 2Z SWALES RESULTS USING 1Z SWALES A Curb -top on lot -line extension at h/gh lot caner A-B Parkway slope• 12' grass and walk of //4" / R. (2V. . . . (037 (0.22 B-C Side swale:90 gloss (Z81 (0.91 C-D Swale turn with 10' radius.' 4' grass. . . . . . . . . . (0.41 (0.2) D-E Rear swole' 35' grass at 1/4' / ft. . . . . . . . (0.6I .3� E-F Protective rear slope up from high point of swalea . . . . (0.2) ((00.1) B-G Lot depth at swale grade . . . . . . . . . . . . . . varies varies Sub -total A-F ham curb -top to ground at rear building wall. . . . (3.3) (1. i) Minimum rise from curb -top to slob 17oar.' . . . . . . . (3.8) (2.2) 0TT' MINW, SLOPE ALONG SIDE LOT LINES SHALL BE 1% TYPE 'A ' LOT GRADING M T.S. SAMPLE COMPUTA77ON OF GRADING CONTROL LINE A-F FOR A LOT ON AN 0.5Z 57REET, WITH 30' SETBACK, 60' BUILDING DEPTH AND 2Z 5WALES RESULTS USING 1Z SWALES A Curb -top on lot -line extension of high lot comer A-B Parkway slope: 12' gross and walk at 1/4" / ft. (2Z). . . . (003 (02? B-C Side swale: 90' grass . . . . . . . . . . . . . . (1.8� (0.91 C-D Protective swale. . . . . . . . . . . . . 0.5 (0.5) D-E Side swale: 30' grass . . . . . . . . . . . . . . (0.6) (0.3) Sub -total A-D from curb -top to ground at rear building wall. . . . (269 (1.6) Minimum rise from curb -top to slab floor. . . . . . . . . . . (3.1 f (2.1) NOTE, MIN. SLOPE ALONG SIDE LOT LINES SHALL BE 1% TYPE 'B' LOT GRADING Iv T.S __-- 60_ -�10' OPEN SPACE 25' REAR YARD SETBA ------------ --, 7.5' SIDE *� 1 i - M YARD SETBACK FGI< LV 1 J 1 -GU Lx .:JU-J•r• L I I Lots 1 thru 5: 60 ft n' Lots 6 thru 10. 50 ft I _ 29 ' o Lots 11 thru 12. 40 ft Lots 13 thru 20. 35 ft Lots 50 thru 54: 35 ft 30' FRONT YARD SETBACK** ------BACK OF SIDEWALK-R/W LINE FRONT OF SIDEWALK BACK OF CURB TYPICAL LOT DETAIL N. T.S 0 MUM 47• ---�OHW r OHW Br PARKING/°RIVE\ , iy A ° u t / BLOC NORTH OCOEE ' O (PLAT BOOK ' BLOCK 12 NORTH OCOEE ADDITION NO. I (PLAT BOOK "0", PAGES 68) W I ZONING "R2" ' ORANGE COUNTY SF RES. P �'�'M VARIOUS OWNERS +tea 6' WIDE CONC. SIDEWALK ALONG LAKEWOOD AVENUE FRONTAGE BD 10' WIDE WALL/LANDSCAPE/ SIGNAGE BUFFER EASEMENT W/6' HIGH BRICK WALL TRACT "D" - FUTURE +��, RI GH T-OF- WA Y I t. I Wi h I _ Existing Contours 1_11_ � Direction of Flow Exis tin g Grade ,� 79.3 Lot Number 57 Water Main wM Force Main FM Reuse Water Rw Fire H dran t w Surface Water Imp ac t Prop. Road Elevation fi • • U J � n C (� C z_ >= � y W r _ � W � � _z oc CD r z w z C O m Iy v JK DESIGNED JK DRAWN 4-15-06 DATE C4 SHEET CURB CUT RAMP SIDEWALK V V D D D v v 3 0 W CL e LI 1 L I t v I t D L L E 0 L t v V C N 01 c W. 10' A37F w 0 F.Vw A I' 11•li1'�.l Cn — N a 13 TH A VEN U E 'R Wdth I I I I O I Q O I I WI ZONING "R2" O I ORANGE COUNTY SF RES. U I VARIOUS OWNERS O I Q Z O I v i I BLOCK 13 NORTH OCOEE ADDITION NO. 2 (PLAT BOOK "0" PAGES 69) t----- ,23IZ.79 WURST _ _ 't— 7TOAT - — — — — — — — — — — -- BLOCK ol OI NORTH OCOEE ADDITION NO. 1 (PLAT BOOK V, PAGES 68) LjI I ZONING "R2" �I I ORANGE COUNTY QI SF RES. JI i VARIOUS OWNERS zl I i I 140 r I t. I Wf I o I I L - - - - - 15 TH A VENUE I ------ I ( FOR- LAKEWOOD ESTATES 24" > :r 2' Min (Typical) V Min. ® ® 24' 24- N SEE NOTE 4 FOR MINIMUM WIDTHSr----Y N ? of Driveway 1� Stop Bar to be Traffic White 0 N 2-4" Wide Traffic Yellow Stripes R1-1 30" x 30" Provde Thermoplastic Rumble Strip Sets - as per FDOT Index #518 (T)p.) "Stop Ahead" Si n, (Typ.-See Detail 1 10' Add l � I 34 35 36 37 R� 28 29 l4 30 31 32 33 SPECIAL EMPHASIS CROSS -WALK 25 26 27 I 1 SIGNALIZED OR STOP SIGN CONTROLLED INTERSECTION I ' - ...." ..� 40+0039+00 I ' ♦ ♦ » _ 38+00 -F -- - —+-- F - -- F ----r - -T 4A 35+00 36+OO�R DA D A 37+00 --�— — �_ _� _ _— r= — I---- o 2 3 --}— - {----I- —F-- - - / 34+00 _ _,--- - i-�---"- I. ----F= - _ _ w 1 a d p ' 1 -128.5 ( 1 6 22 1 1 n+ 49 48 46 45 44 43 42 Al 40 1 1 47 a CATION 1 5 2 5 0 1 "No P rking" Sign " 54 5 3 51 2 1 1 i (Typ. ee Detail) ore Striping iRACT B I 1 P g 1I Curb Romp as per o Parking" Sin Whit Edge Stripe { 1 Typ. -See Detai FDOT Index #304 - (Typical) - ♦ 17 + 18 - _ +- �-- _ -i - -,--- ---- 2 13 - -{--- - F---- j 14- ---i= - ALL CROSS -WALK MARKINGS ARE WHITE —GENERAL NOTES- 1. For traffic and pedestrian signal installation, see Standard Indexes 17721 through 17890. 2. For handicap curb cut, See Roadway Design Standard Indexes 304 sheets 1 of2and 2of2. 3. For pavement marking and sign see Traffic Design Standard Indexes 9535 through 17356. installation, 4. Cross —walk minimum widths: Intersection Cross —walk 6' Mid Block Cross —walk 10' _Lr _..CHARD O1MR STOP SIGN DETAIL N. T,& 39 Curb FDO7 38 Romp as per Index #304 -1 i Const. Street t t _ Termination Barricade 1 - —,_ - i + —'- IIIIIII111111 as per FDOT �.- Stop Bar & top Sign � h ®_.....� � (Typical) Index Al 17349 L - - -�'�' _ .�..� - _ _ ....,'_.� _ - I ♦ ',, "No Par ing" Sign 1 I Stop Bar Stop Sign (Typ.-S Detail) { "No arking" Sign (Typical) (Typ. See Detail) "Stop Ahe d" Sign f 1 1 (Typ. -See Detail) ' T { 10 9 8 7 6 5 4 3 1 20 19 18 17 16 15 14 13 1,1�1 11 { 2 � i Q IQ 1 1 I 1 fi4 Q Const. Street Termination ---- Index # 17349 ZONING "M" "LESS —OUT PORTION" I l� ORANGE COUNTY N 3/4 OF NE 114 OF SE 114 UNDEVELOPED OF SECTION 7-22-28 OWNER: JERRY MASK (NOT PLATTED) SIGHT DISTANCE TO BE MAINTAINED IN ACCORDANCE SIGNING & MARKING PLAN FOR LAKEWOOD ESTATES WITH FDOT INDEX # 546 I ; I I W3-1A NOTE: THIS SIGN TO BE PLACED FACING EASTBOUND WURST ROAD TRAFFIC. CONFIRM DISTANCE FROM INTERSECTION IN ACCORD. WITH M.U.TC.D. NOTE: 1. SIGN, MOUNTING, SUPPORT POST, ETC.. TO BE IN ACCORDANCE WITH FDOT STANDARD Tj INDEX #'S 11860 AND 11862. CONC. BASE "STOP AHEAD" SIGN DETAIL N.T.S. 3' SQUARE TI COLOR BY ON -� 12" TOP OF SIGN TO MATCH TOP OF NO POST. iING PARKING ER 0 r SIDE VIEW NOTE: _z 1. THE U-IRON SHALL BE OF ASTM DESIGNATION A499-74 W/ MIN. WT. OF 2 LBS. PER FOOT W/5% TOLERANCE. 2. HEIGHT OF SIGN SHALL BE IN ACCORDANCE WITH SECTION 2A-23 OF THE MANUAL ON UNIFORM TRAFFIC CONTROL DFVICFS fMUTcn1 1 12-4 VVI'I V. Of1JC MIN. "NO PARKING" SIGN DETAIL I I Provde Thermoplastic Rumble Strip Sets as per FDOT index #518 (Typ.) I I w W 0 to V O ® 13 TH A VENUE ( 0' R Width 1 I I I 1 i Q Q I I W W I ORA GIE COUNT O I SF RES. OI VARIOUS OWNEI I Q I I I I -o I BLOCK 13 NORTH OCOEE ADDITION NO. (PLAT BOOK "0", PAGES 65 I I —_ -- -_ -- oZ914-a j a IA/1liEDc-T / I O I BLOCK 12 NORTH OCOEE ADDITION NO. ; I (PLAT BOOK "0 , PAGES 68) " " ZONING �I ! ORANGE COUNTY Q I SF RES. JI VARIOUS OWNERS ZI I i I Ir- IF I ' �I kfsi: t, I Wi h I` I "Stop Ahead" Sign _ (TO. -See Detail) I------- 15 TH A VENUE I I — — — — — I w � E z o > L LLj � V $ ni C S. W o 11 0 �o o, o� o� c CL O 6 LLJ o 0 � O N z • U J -i � n O U O W r W _ � � � z_ ao r z � W z O O Nm L_L_ V JK DESIGNED JK DRAWN 7-15-06 DATE C4A SHEET Grate EL. 127.50 0 w L2 tD O O 3 0 a EL N i It v IL 0 N I �r O O i i U3 3 0 0 0 of Skimmer 126.20 tom of Amer El. 125.20 El, 123.75 El. 123.25 4" PVC Elbow Turned Down w 4" PVC Cap w/ Permanent atertight Seal (w/ 3.25" Did. Orifice Cut in Cap) Bottom Elev. 122.40 ELEVA TION-LOOKING NORTHEAST Grate EL. 127.50 3.25" Diaa, Orifice El. 123.75 'P of Skimmer 126.20 90ttom of v Timmer El. 125.20 �- Inlet Bottom Elev. 122.20 ELEVA TION-LOOKING NORTHWEST POND CONTROL STRUCTURE DETAIL Fiberglass Skimmer w/ Stainless Steel Moun ting Hardware c� i 0 8- 4' 4" 8" 6" Typ PLAN VIEW 1-48" Weir Cut arm 4" Thick 3000 ps' -� Concrete Splash Pod PLAN VIEW Concrete Energy Dissipater Grouted in i Pad (Typ.) STORM PIPE Pond Bottom 4" Thick 3000 ps' Concrete Splash Pad SIDE VIEW MODI FED MI TERED END SEC TION TYPICAL FOR STORM STRUCTURES 1 & 17 N. T.S r Mitered End Section as per FDOT Index #273 EXISTING TREE LEGEND 64 16" Ock = DENOTES 16" OAK TREE rWc,LO O TREE TO BE REMOVED LO ~ LO II Q TREE TO REMAIN w E N ^ z •�; h o NOTE: ANY TREE NOT INDICATED E TO BE REMOVED IS TO REMAIN ,? ry o QWy 23 y O 43 o � o 0 4 4 Q 0 0 0 OHW AS > A. •� '`��13TH Storm Structure # 16 Modified Type "G" Inlet) i • ,�� ` ry.r SE 1/4 OF NE 4 OR 0 GE COUNTY - - ' .. _ " 6 p, 80' '� i� + + � VEN U E ZONING "R1AA' I _ _ _ OF SECTION 7-2 28 TRUC G FACMY • .. - - - - CITY OF OCOEE _ __--- -- N. < ) 6 '48"W. 12$1.34 -�� - .�10�6-0 --oj - 60' O_ _ 60 60� ODc �. `� 1� �� I 1 I ,.,0 - _ n NOT PLATTED WNER HARR N RICHARD 0 R • .. e UNDEVELOPED I _----- Const. 56 LF 18 '1 ' S•$ - so' O 60 �� `� �` .� i r OJ � -" •• - �•� � .. G t�l(./ J ,\ �. J �J �• �` �• �, � 10 vAdd / I ° R 3 � RCP a t 0. 6/O a - e 6 2 NES % ' - �� dt%1 z OWNER: CHEVRON LAND �'L 7 , - �r' > > O g �T - _ SW 114 OF / _ t - • , • - LA 01 •• I 31 32 , , , / O O • r7 i • • • / , , •/ • O ' AFF 1 20 Q) on - � `_'`r•+L'��` � .��..�� _.ter �.,T..�i►.-' ..4�ir ��.�,�..---=:T9,.a.�-- ��� Ali a '.�, ...."'.ir,.'G�._-�Y®ems . • • , • • • Q / n 161 LF 24 TRACT "C"• •� • I/ • I . . • • • ► • I / , , 48 RCP J4.60 00 • 0 �f�► /0 / N 21 OWN 0.577. ZONING "R2" ORANGE COUNTY �V SF RES. VARI OUS OWNERS J I �I M Const. 160 LF 18" RCP at 0.697. U z w/Mitered End Sections as per e FDOT Index ,#273 3I J I N. Inv. 142.74, S. Inv. 141.64 BLOCK 13 ,NORTH OCOEE ADDITION NO. 2 (PLAT BOOK "0", PAGES 69) BLOCt NORTH OCOEE ,.a I (PLAT BOOK "( o OF - _ _6.Q..�. ... - _ �• -12 WM- 12 WM i 8 1 - - - - ^ ^ a 22 5 23+ 9 V R S �1 _ _6-0, _ 60 .' 12 WM------ -12 l ,�..�id. 12 WM �"-12 K M 16 Stm 16"RAI REE L7 coast. 3' Valley _ 12 WM---- __ 12 wM - ---'_ 12 WM Coast. 3 Valle G er 15 cn - 12 FM - 12 - .IAS ►� R T R AD EXT NSl N 3 �' .-�� - � Gutter as per 1 , WM 13 as er FDD in ex 0 12 FM 12 FDOT Index POO 12 7 _- -12 FM _ _ 4 11 1 12 FM SO (7 yp►cal) _ - �- 6 O ,S0' BO' ,�� . 5 / PARK IV OHW ° 0� 2 1 12 2 FM---- _ _ - �. ... _ 6�, 9 6°'sH 6� J� Co. % N ��• v^ B� asPHNcjoR 12 2 '�" 60'N. r�� `� '� a BLOC _ _____ 12 FM - T - - - 65 • ♦ 62 A � ,\•� `�� � ,� // On s t. 44 L 18 " � 1 � � I (PLANORT T BOOKEE 12 FM --- -'-12 FM _ .._.... - - - 60so ,� rL• ,� N s t. 152 LF 18 ( 12 FM _ - "'" '_'..... _ -; 60 rL ° • ` " ` � ' �° '�� oust. 28 LF 18 " R at 1. 4 % RCP t 0. 5% 0 BLOCK 12 42 30 " Dc CP at 0. 71 \ I 1 I NORTH OCOEE ADDITION NO. 1 „° COr1St. 51 LF 18" � I (PLAT BOOK "O'; PAGES 68) �`LC' I, ``� Coast. 3 0 LF 36 Const. 160 LF 24 739' 1 - _ - - - I 1 WI I ZONING "R2" CP at 0. 56 ° Con t. 41 18 ' i RCP a 1. 07% ►° _ ORANGE COUNTY DIRT DR i 'M1h Const. LF 36 RCP at 0.85� RCP at 1. 3� 1 I Const. 3 LF 18" '� z - - - - �I 7 5 3 T VARIOUSSF OWNERS 1 ( RCP at .31% RCP at 57% 1 � -. � Y��I , "FF 135.50 FF 136. 0 co F 16.6 FF 37.00 ' FF 138. 0 FF 40.0 n FF 142. 0 FF 1 .70 iN FF 1 50 I I P �'� 1 I Q c, l oo cn rn rn o1 rn IN:I2 0 1 18 17 c 1 6 w 1 5 14 N 13 m V 12 1 1 FF 135. 00 O A N O O A A 4„ ,. A �, 10 i +> ` I FF 130.60 FF, 30.30 FF 130.50 FF 130.7 FF 131.2 FF 131.70 FF 132.40 FF 133.40 Q j FF 133.4 FF 134.4 O -1101 O A O A O O O O O O 1 i 7 7 7 7 7 ^� 7 I 36"FICUS 1 O I �. O 7` \ �O� \ /�i• J 1 /�i•V / /�2 7 1 O m 1 7� �,yy �� �A3B..OAK n, = 1 A S 10' Add'I 68' - - o,- so' 10 , - moo,' - 9 O' _ S1 ,�°�0 7 � 9 7`3S 7`�6 7�3 7�3j 73� 739 7Q 7Q 7Q '"O1 R/w I I ^ - - - - ---�- - - ° _00' 10 _ 60_65' �� ,- 'S 0 D� `�3 (L LK, S.88'47'28"E. 665.96' 60' 60, 60,60 60 6° -0 - - _ ,.fi 04 43 DHW 5' " „I - DHW P 16"PI Hw HW 10.76 ZONING Al "LESS OUT PORTION" S.89 5'17"E. 617.87' ti 1 GEC UN" Y N 3/4 0 NE 1/4 OF SE 1/4 U VEL` PEI OF CTION 7-22- OWNER: Y MASK NOT PLATTED) 4- Storm Structure Index o Sta. 13+57, Rt. Sta. 18+ 10, 16' R t. Sta. 32+45.5, L t. Sta. 38+ 13, Rt. Coast. Mod. Mitered End Sect. I Invert Elev. 116.00 Const. P-1 Storm Inlet Const. P-7T Storm MH Const. P-1 Storm Inlet Const. P-1 Storm Inlet NOTE- Pond Will be Unfenced (See Detail -This Sheet) B Top Elev. 130.18 9 Top Elev. 134.14 12 Top Elevv, 131.44 15 Top Elev. 135.33 Invert Elev, 123.96 Invert Elev. 127.69 Invert Elev. 125.20 Invert Elev. 129.84 10' Min. Sod to Waterline Slope Transistion 5, 0 100 Year / 24 Hour Sta. 13+47, Lt. Sta. 19+63, 18' Rt. Sta. 32+45.5, Rt. Sta. 38+23, Lt. om - DHW Elevation 128.29 Coast. P-7T Storm MH Const. P-1 Storm Inlet Const. P-1 Storm Inlet Const. P-1 Storm Inlet Const. P-1 Storm Inlet 6errnf' 2 Top Elev. 128. 70 6A To Elev. 130. 08 1 To Elev. 135. 58 f2A To Elev. 131. 44 15A To EIev. 135. 50 4.1 T 0 25 Year / 24 Hour N. Invert Elev. 116.30 P P P P 1 Nlox• - DHW Elevation 127.43 W. Invert Elev. 120.30 Invert Elev. 124.16 Invert Elev. 129.85 Invert Elev. 125.40 Invert Elev. 130.04 3: Min. TOP 10 Year / 24 Hour Match Exist. EIev. 128.00 EIev. 128.5 �_ DHW Elevation 126.55 Sta. 14+99.51, 17.3' L t. Sta. 19+73, 14.54' Lt. Sta. 33+56, 15' L t. » » Normal Water Coast. P-7T Storm MH Coast. Mod. Type G Inlet Const. P-7T Storm MH Const. P-1 Storm Inlet Const. P-7T Storm MH Elevation 123.75 3 Top Elev. 128.70 7 1�A To Elev. 135.74 13 1B Top Elev. 127.50 = Invert EIev. 120.70 Top Elev. v. 131.18 P Top Elev. v. 131.99 Invert Elev. 123.40 Invert Elev. 124.88 Invert Elev. 130.05 Invert Elev. 125.83 1 (See Detall-This Sheet) 5 Sta. 10+435, Lt. Sta. 16+60, Rt. Sta. 31+32, Lt. Sta. 35+13, Rt. Const. Mod. Mitered End Sect. Const. P-1 Storm Inlet Const. P-1 Storm Inlet Const. P-1 Storm Inlet Slope Trans. Elev. 121.00- 4 Coast. Type "V' Storm Inlet 8 To Elev. 132.93 » To Elev. 131.58 14 To Elev. 133.11 17 Invert Elev. 12320 FL Elev. 128.13 P P P (See Detail -This Sheet) Invert Elev. 121.30 Invert Elev. 126.59 Invert Elev. 125.59 Invert Elev, 127.59 2 2 Sta. 10+58, Rt. Sta. 16+71, Lt. Sta. 31+32, Rt. Sta. 35+23, Lt. Bottom Elevation 111.00 - Const. P-4 Storm Inlet Const. P-1 Storm Inlet Const. P-1 Storm Inlet Const. P-1 Storm Inlet 5 Top Elev. 128.59 8A Top Elev. 133.02 1 fA Top Elev. 131.58 14A Top Elev. 133.17 Invert Elev. 121.40 Invert Elev. 126.79 Invert Elev. 125.79 Invert Elev. 127.79 TYPICAL SECTION FOR TRACT A WET POND Sod to WaterLine Berm Min. Top Elev. 128.5 2 xis . P t. Wi +cc h 0 r I Varies Existing Con tours Direction of Flow Existing Grade 79.3 Lot Number 57 8" Water Main 8 WM 12"' Water Main 12 WM- 6 " Force Main 6 FM 6 " Reuse Main 6 RW Fire Hydran t yr Surface Water Imp ac t Op en ce Greenbelt Prop. Road Elevation 140.00 z QI J n V J I- W n- WQ '(^fir/ fi W W CD W z Q Q �--- zo� Q O Q �Wz W�- Q Q V / W r 00 L_I__ 0 r--n V / U J n C C z >-= V� rn ry . W � W � � z_ Oc U r z � W z C Nt m ry Y JK DESIGNED JK DRAWN 4-22-06 DATE C5 SHEET L v 0 V n V V rn 3 0 W 0 CL 0 c i i I V I D D i 0 a E 0 L v I D v Cn i in rn c 3 0 D a EROSION & SEDIMENT CONTROL PLAN 1. EROSION AND WATER POLLU77ON CONTROL TO BE PROVIDED IN ACCORDANCE WITH FDOT STANDARD INDEX NUMBER 102. 2. THE CONTRACTOR SHALL SUBMIT AN EROSION CONTROL PLAN FOR APPROVAL PRiOR TO SCHEDULING 7HE PRE -CONSTRUCTION MEETING. J. DURING CONS7RUC770N, 774E CONTRACTOR SHALL TAKE ALL REASONABLE MEASURES TO INSURE AGAINST POLLUTING, SILTING OR DIS7URBING TO SUCH AN EXTENT AS TO CAUSE AN INCREASE IN TURBIDITY TO THE EXIS77NG DRAINAGE SYSTEM AND ADJACENT WA7ER BODIES AND WETLANDS CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLYING WITH ALL PERMIT REQUIREMENTS RELATED TO SUCH MEASURES METHODS MAY INCLUDE, BUT ARE NOT LIM17ED TO, CONS7RUC770N OF TEMPORARY EROSION CONTROL STRUCTURES SUCH AS SEDIMENT BASINS, SEDIMENT CHECKS, SILT BARRIERS OR SiLT SCREENS. ANY MEASURES SHOWN OR DETAILED IN THESE DRAWINGS SHALL BE CONSIDERED MINIMUMS AND SHALL NOT ALLEVIATE CONTRACTOR FROM THE RESPONSIBILITY TO IMPLEMENT ANY MEASURES NECESSARY TO PROVIDE PROTECTION. 4. 714E STORMWATER MANAGEMENT FACiL177ES SHALL BE CONSTRUCTED DURING 774E BEGINNING OF CONSTRUCTION 5. ALL DIS77JRBED AREAS SHALL BE SEEDED AND MULCHED, UNLESS INDICATED TO BE SODDED AFTER GRADING IS COMPLETED TO PREVENT EROSION. 6. IT SHOULD BE NOTED THAT THE MEASURES DEUNEATED HEREIN ARE THE MINIMUM REQUIRED, AND THAT ADD177ONAL CONTROLS ARE TO BE U77LIZED AS NEEDED, DEPENDENT UPON AC77JAL SITE COND177ONS AND CONS7RUC7/ON OPERA77ONS ZONING "R1AA" CITY OF OCOEE ____----- UNDEVELOPED I __----_-- OWNER: CHEVRON LANDI & DEVELOPMENT E/\COI OF SECTION '7; 2-2 \ (NOT PLATTED)\� �\ .y►ti .e a N Vj' c�7rQa N\N in STORMWATER ELUTION PREVENTION PLAN REQUIREMENTS SWPPP 62-621-300 4 F.A.C. 1. Contractor shall file a FDEP Notice Of Intent To Use Generic Permit For Stormwater Discharge From Large Construction Activities per F.A.C. 62-621-300 2. Contractor shall provide City of Ocoee/St. Johns River Water Management District/Florida Department of Environmental Protection and any other applicable regulatory agency the contractor's stormwater pollution prevention plan (SWPPP) which shall reflect the order, means and methods by which the contractor proposes to apply best management practices to his construction process. The proposed SWPPP shall remain onsite and performed as approved. 3. Contractor shall provide engineer, owner and Orange County EPD, Cityy of Ocoee, and other applicable regulatory agencies an approved revised co of the SWPPP from time to time whenever site conditions warrant per F.A.C. 62-621-300 and the permit conditions. Py 4. CONTRACTOR SHALL PROVIDE: A. Protection of preserved/conserved upland habitats during construction. B. General and specific erosion control. C. Protection of surface water quality during and after construction. D. Control of wind erosion. E. Sampling of drain(( )utfalis, recording of rainfall, record keeping on site, a trained inspector and all aspects of site monitoring per DEP Document No. 62-621.300 a effective October 22, 2000 F.A.C. 62-621-300. F. Water Quality Testing G. Runoff Sampling H. Rainfall Data I. Inspection and maintenance of BMP's (Pest Management Practices 5. Contractor may utilize but is not limited to the following best management practices. it should be noted that the measures identified on this plan are only suggest BMP?s). The contractor shall provide pollution prevention and erosion control measures as specified in FDOT index #100 and as necessary for each specific application. 6. GENERAL EROSION CONTROL: A. General erosion control BMPs shall be employed to minimize soil erosion and potential lake/ and sloe cave-ins. While the various to will be site and plat specific, they should be employed as soon as possible during construction activities. chniques required B. Cleared site development areas not continually scheduled for construction activities shall be covered with hay or overseeded and periodically watered sufficient to stabilize the temporary groundcover. C. All grass slopes constructed steeper than 4H:1V shall be sodded as soon as practical after their construction. D. Where required to prevent erosion from sheet flow across bare ground from entering a lake or swale, a temporary sediment sump shall be constructed. The temporary sediment sump shall remain in place until vegetation is established on the ground draining to the sump. 7. PROTECTION OF SURFACE WATER QUALITY DURING AND AFTER CONSTRUCTION: A. Surface water quality shall be maintained by employing the following BMPs in the construction planning and construction of all improvements. B. Where practical, stormwater shall be conveyed by swales. C. Erosion control measures shall be employed to minimize turbidity of surface waters located downstream of any construction activity. While the various measures required will be site specific, they shall be employed as needed in accordance with the following: 1. In general, erosion shall be controlled at the furthest practical upstream location. 2. Stormwater inlets shall be protected during construction. Protection measures shall be employed as soon as practical construction. Silt barriers shall remain in place until sodding around inlets is complete. P ctical during the various stages of inlet D. Heavy construction equipment parking and maintenance areas shall be designed to prevent oil, grease, and lubricants from entering site drainage features including stormwater collection and treatment systems. Contractors shall provide broad dikes, hay bales or silt screens around, and sediment sumps within, such areas as required to contain spills of oil, grease or lubricants. Contractors shall be available, and shall use, absorbent filter pads to clean up spills as soon as possible after occurrence. E. Silt barriers, any silt which accumulates behind the barriers, and any fill used to anchor the barriers shall be removed promptly after the end of the maintenance period specified for the barriers. 8. CONTROL OF WIND EROSION: A. Wind erosion shall be controlled by employing the following methods as necessary and appropriate: 1. Bare earth areas shall be watered during construction as necessary to minimize the transport of yy construction vehicle speed if bare earth has not been effectively watered. In no case shall fugitive be tallow do toleavectheasi to limit under construction. site 2. As soon as practical after completion of construction, bare earth areas shall be vegetated. 3. At any time both during and after site construction that watering and/or vegetation are not effective in controlling wind erosion and/or transport of fugitive dust, other methods as are necessary for such control shall be employed. These methods may include erection of dust control fences. Site Data 1. Site Area Disturbed. • +/ 16 Acres 2. Site Location: Section 7 Townshl 22 Ran nq 28 J. Location: 1208 N LAKEWOOD A V'E.• Ocoee Florida. 4. Outfall Location (Lattitude- Longitude) 28' 35' 18"A/81' 32' 41 "W SE 114 OF NE 14.• i / • • • .r COUNTYGE ,.. • r ICI , c .! /', �ir • �,. •�37 .00 �= ► 0 ME WIN ORANGE COUNTY SF RES. TDOOR VARIOUS OWNERS „i ►w i , I► ►. . TRACT "C" �•� • . I • C5 TRACT FF 1JO. 70 • e . • • 128.5 23.75 121 S-E ADDITION NO. 2 PF NORTH OCOEE (PLAT BOOK • :• • � �i�\��`.��\ _______.-._-------ice ----- ', 12Z5 HP P DRIVE gyp, I �noj N� 1 1 � lip. � 8 7+ 1 Eo ,i � � � 1 5 2 0 1 18 17 1 6 15 14 N 13 w 12 v 1 1 a;FF 135.50 " FF 136. 0 " xF 1 6.6 FF 37.00 v oo FF 135.00 cr FF 138. 0 FF I FF 130.60 `FF�.� 30.30 `FF 130.50 FF 130.7 FF 131.2 FF 131.70 FF 132.40 FF 133.40 Iwo FF 133.4 FF 134.4 V O li` A 0 0 A A CO CO O CO 0 O `b� O• 29 01 SI �O O 7 7 S.88'4T28"E. 6 5.96' `L '�- - - - s `�' 0 1 ®.76' ZONING "A1" _ OHW P 16 ` 132.00 GE C UNTY LESS OUT PORTION" 31 S• 89 5'17"E, 617. U VEI PED N J O NE 114 OF SE 114 OF CTION 7-22- OWNER: Y MASK ONOT PLATTED) C',4?Anchor Boles With 2 - 2' x 2" x 4' / / Sidewalk Stakes Per Bale. \ �� Ose 0 Post (Options: 2" x 4" D Optional Poet Poaitio�o Principle Post Riser 2 Min. Die. Wood; Stee i o �!�"Position (Canted 1.33 Lbs/Ft. Min.) Of 6' Max I Filter Fabric (In ul 20' Toward Flow) Apron Ditch Conformance With Curb & Gutter `_ Sec. 985 FDOT Spec.) > Curb &Gutter ^^^'• ""^" Ditch 0ftull o p ) �- EstablishWoven e d rGrass (AppFabric In rox. 12e 12'). o Filter Fabric Secure Edges By Entrenching And �- / lit Flow Extend Under Bags and Bales. Fabric 5 PARTIAL INLET COMPLETED INLET DITCH BOTTOM INLET Shall Meet The Requirements of M iV Sand Bag Section 985 Of The Standard PROTECTION AROUND INLETS OR SIMILAR STRUCTURES Specifications. Cost Fabric To Be 5' Min. Fabric Unit Pri ELEVATION SECTION For Baled Hay Or Straw, TNIncluded in The Contrraa ce . Note: Slit Fence to be paid for under the contract unit price for Staked Silt Fence (LF). )) �•-� ?� 3 TYPE NNN SILT FENCE t Silt Flow S � 4 Loose Soil Placed By Shovel And Lightly I �# Loose Soil Placed By Shovel ♦ s Compacted Along The Upstream Edge And Lightly Compacted Along Of Bales. The Upstream Edge Of Bales, x x Sod PLAN PLAN x �a _ �► x r .r; ' - - t Note: a Fence accordanceacino w TrChart Sheet 10 of83n 3 Post z y and ditch installations at drainage Sod o - .� structures Sheet 2 of 3. Loose Soil Placed By e Type Silt Fence Shovel And Lightly PLAN Compacted Along Upstream Edge Of Bales. TY 1' Min. Re commen d 5' T 1' Min. Recomme ed " Anchor Bales Wit Anchor Lower Bales With 2 - 2' x 2" x 4' 2 - 2" x 2" x Rail Bales With 2 - 2" 4' Stakes Per Bale. Anchor Top Bales To Lower Type --- Slit Fence Protection Type A Or B Fence Stakes Per Bale. Post x 2" x 4' Stakes Per Bale. Anchor Bales With 2 - 2" x 2" x 4' Stakes Per Bale �a• Around Ditch Bottom Inlets. Note; Bales to be staked at the ELEVATION ELEVATION Sit Do not deploy in a manner that silt fences will act as a direction of the Engineer. dam across permanent flowing watercourses. Slit fences 1' Min/ Application and Spacing: The use of -types-r & II bale barriers should be limited to the are to be used at upland locations and turbidity barriers Loose Soil Placed By Shovel And ELEVATION Recommended conditions outlined In Chart I, Sheet 1 of 3, Index No. 102 used at permanent bodies of water. Lightly Compacted Along Upstream Spacing: Bale barriers for p TYPE 1C TYPE S Type --�• Silt Fence Face Of Sales. paved ditches should be spaced SILT FENCE APPLICATIONS BALES BACKED BY FENCE in accordance with Chart I, Sheet 1 of 3, Index No. 102 'BARRIER FOR PAVED DITCH BARRIER FOR UNPAVED DITCHES BLOC O NORTH OCOEE (PLAT BOOK ' BLOCK 12 �iP o I 'NORTH OCOEE ADDITION NO. I (PLAT BOOK "0", PAGES 68) +`- - - - ZONING "R2" DIRT DR I ORANGE COUNTY �' SF RES, ,0 N FF 142. ON FF 1 .50 70 i\ FF 1 rn (P rn A 4"E rn I,^, 1 VARIOUS OWNERS A 1 o"e o I "O • 38"OAK 36"FICUS ' ' 10' Add`7 I �"' OP R/W I i 0 ^ 3050 LF of Silt Fence � � � � ' Dom_ �'�'� 1M'►� (�►'L t `■, I2 ' xis . 4% PVf 7t. i Wi h 3 . 50' On Centers ( Typ. ) As Require In, Maintain 2 Min. Separation from Property Line Property Line Anchor Bales With 2 - 2" x 2" xR4 AN Stakes Per Bale. Overlap Ends Silt Fence - Fill Slope ELEVATION TO BE USED AT SELECTED SITES WHERE THE NATURAL GROUND SLOPES TOWARD THE TOE OF SLOPE .I 2 sod strips Existing Grade wide) Flow S11 T FENCE DE TA IL Bales To But �^- Anchor Bales With 2 - 2" x 2" x 4' Stakes Per Bale. Along Property Line PLAN Loose Soil Placed By Shovel And Lightly Ir Mi Fil Slope ELEVATION TO BE USED AT SELECTED SITES WHERE 7HE NATURAL GROUND SLOPES AWAY FROM THE TOE W SLOPE BARRIERS FOR FILL SLOPES U J W J 0 0 O W r I W _ � _z 00 CD I z W z O O M JK DESIGNED JK DRAWN 4-22-06 DATE CS,A SHEET + PP ( SE 114 OF NE 1/4 ZONING "Al"ORANGE COUNTY _ _ _ _ So -- - - ZONING R1AA I TRUCIGNG FACHITY �� _ ,- T 60 - - - 6 10' _ " OF SECTION 7-22-28 •• - -"�'� -" 60 � - - CITY OF OCOEE (NOT PLATTED) OWNER- HARRISON RICHARD OLIVERS._86.49 48 W. 1281.34 _,_„�so. 10,60 __ UNDEVELOPED _ _ OWNER: CHEVRON LANDI - �� L. _ _ s0' - - 60 _ - - - - - - - - - R W I Width & DEVELOPMENT CO �- 65 _- - ®- 60 10' �dd'l = 0' R SW 1/4 OF NE 1/4 ( _ _ -_ _ a -_ _ _ �„� _ ....�,,..�... a ...�.� - - "'�""� - 10 110 - - - - - - --- 3 5 3 6 � 37 I I OF SECTION 7-22-28 v (NOT PLATTED) _ _ _ - - - - � - 3 2 3 3 3 4 I , 1 �� N N 1 ----- 10' 31 - - 128.5 3 0 N v -7 Q N No 0 0 ^I a 1 2/ U 2 0 N o 0 0 25 26 N o 0 C -123.75 24 o I i � I k �10'121 - 60' I 1 W z W N -� 0 I I S9 60' a W Q N 2 �I 112 RETENTION 6' 60' _ 60 6. 60' =� s RW e RW o z Q I 83' S8 ' _..60, _ _ .. _ s RW s R -- 00 I 60 ,�.,., .- s RW 40 a d ti , __ o .� _ s RW 39+0 I o a 10 ---- TRACT A 60' 60 -' - 8 RW ions .3 F 8 I \ 2 I I % i B RW 8 RW 8 RW " D „A ff 3+ 0 38 00 San. t 2.06 0 0 + I - z z OD 0 112 M� 3s+00 Cons . 6 s po R o a Z o r l 2 3 34+ ° San. a t 0. 94 o s WM a """ I° s WM _ h O I I� N W Ln -o �..,,��. �. M 121 u, " - 60 - 60' �9 D� 1 O 1 `tip .. - " 6� 6 p' - 60' _ .. - 60 60 I v120' so __00 OUTDOOR w V, IU? MEETING � SPACE POND ACCESS 128.5 gg I I w TRACT "C" 601 1 2 � 60' 60 I o 1 LIFT STATION j e 5 3 5 2 TRACT "B" I 5 4 N o � I o ' 1 LS 1 Const.76 LF 8" San. PVC at 0.39% ,» 1 Cop Water Main _ st Cap San. Main 1 kyye pig Conn. (See Detail- Sh. C12) 12 Cap Force Main - 6( 51 22 60, rn o Const.93 LF 8" San. PVC at 0.577 120' m 50 0 21 0l cVn ' Const.100 LF 8" San. PVC at 0.40q _6. Q tttttttt115' - 1 12 WM--- 12 WM � 12 R 65' ` m II Cop Reuse Main I 6 Q _ _60!� 2 2 WM---_ 12 WM 12 WM » 12 11 S n. PVC at 0.6 0 M----12-RVj ,p FM 1��- 12 FM 12 RW -12 12 FM 12 RW - � - 60' W "- 60 - 60' S2 50, m 20 19 18 12 16 15 14 ti 13 I I 1 Ito L- - - - --! - --! L 68' 60 _ 60 10 �.-.60'_ _ _ _ 60' --- 60- 10- - - -®-- - -, - - - - - - _ 65 S.88'47'28"E. 6 5.96' *Const. 4" Reduced Pressure Backfbw Preventor Between Water Main & Reuse Main (See Detail Sheet C13 * Installer is responsible for Testing the device upon installation, by a certified backflow tester. Sanitary Structure Index LS Sta. 10+30.00, 81.7 L t. S4 Sta. 18+74.77 O Sta. 33+84.94, 6.0' L t. Const. P-7T Son. MH Const. P-7T San. MH Const. P-7T San. MH Top Elev. 128.50 Top Elev. 134.60 Top Elev. 13217 Invert Elev. 119.07 Invert Elev. 125.73 Invert Elev. 123.13 (See Detail -Sheet ) S1 Sta. 10+ 15 S5 Sta. 22+ 16. 68 S9 Sta. 37+43 74 Const. P-7T San. MH Const. P-7T San. MH Const. P-7T San. MH Top Elev. 128.64 Top Elev. 142.40 Top Elev. 134.50 Invert Elev. 119.37 Invert Elev. 134.21 Invert Elev. 126.50 S2 Sta. 12+65 S6 Sta. 30+13 �� Sta. 40+69.30 Const. P-7T San. MH Const. P-7T Son. MH Const. P-7T Son. MH Top Elev. 129.15 Top Elev. 131.98 Top Elev. 142.16 Invert Elev. 120.97 Invert Elev. 123.98 Invert Elev. 133.94 S3 Sta. 15+08.03 S7 Sta. 32+89.86 Const. P-7T San. MH Const. P-7T San. MH Top Elev. 131.50 Top Elev. 131.77 Invert Elev. 122.20 Invert Elev. 122.60 ' S7 49 48 46 45 44 Cn 47 I I< I 43 �� 42 I� I� 41 40 0 �� 39 0 38 I h O b La A V z O 5; E V y m V E O Of W ly ° o c W F - - 13 TH A VENUE r- a Cap Reuse Main ZONING "R2" ORANGE COUNTY SF RES. VARIOUS OWNERS Connect. to Exist. 12 "WM w/ 12" x 8" Tappimg Valve & Saddle rConnect. to Exist. 12"WMw/ 12" x12" TappimgValve & Saddle y U - O cal 0 � � O C R C 0 0 0 0! Q� Q �o 0 Lo 0 AN •� Q A z BLOCK 13 (n 1i NORTH OCOEE ADDITION NO. 2 S4 10, - - _ - - 10, / s#ACZ' I (PLAT BOOK '0'; PAGES 69) --_-- - -,60', _ --� -- �- -- _ - - - INORTI 60 60 - 60 - - 60 60 _ ,32.1 I Cap San. Main (PLA �-- - 10' -60' - - 60,-- - II _ 6.�� - - - 12 WM 12 12 WM 12 WM 12 WM 12 WM 1 R i I_ a..:�.�,., �.� *�.� ` - +-_ - - 12 WM _ 1 WM-- 12 WM 9n 12 \ A Ka �l 20 1, 22 ' 23+ !79 WUAsk RS T ~ 12 WM---- _ 12 WM 12 WM 18 19 - - - m 17 n 16 VC at 0.96 -� VV(JR T ROAD 8 c, S5 1 : 12 12 z FM 121Rw _-.. 00 ' 60 �e o � I n. V 12 1 1 Q ; w I � � 1 L----� R/w 651 60' DS6 - - - - - - - _ ' - 60 - - -60' - - - 60,- - 72.5' 10' D ' 60� 10 60_ 60 60_ 60' 60' 10 ' S.M"04'43"W. OHW -- --- ---- - - - -- ' ZONING "Al" I OHW PP HW HW PP 10.76 TY "LESS -OUT PORTION" S.89'55'17"E. 617.87 ( 2 •Xis . ORANGE COUNN 314 OF NE 1/4 OF SE 1/4 Cap San. Main UNDEVELOPEll P t. wid h OWNER: JERRY MASK OF SECTION 7-22-28 (NOT PLATTED) I I 1 San. ii 12 _ _---12 FM 12 FM 12 W _ ,R �T _ 12 RVU 12 �► RW = 11 RW 65 `�50' XTENSIO I V W W /-- -12FM _----- Z� o0Hs ® 12 FM OHW-_ r. _• - 12 - 1Z 121�2MRW 12_RW 65 1 RW Sp 2 3 3Z5 60' - - 60' = - _ 6_OT� 60' . 60 60 N I PSPRALT I ARKIND/DRIVE O Cop ReuseMain \ I I Directional Bore 60 LF NOR (` (PLA O I I 6" HDPEP (SDR 11) FM I I I OI Center on Roadwoy Centerline I 1 I I BLOCK 12 NORTH OCOEE ADDITION NO. I I "0", V LLJ o (PLAT BOOK PAGES 68) "R2" DIRT ORIV i I ZONING ORANGE COUNTY 9 8 2+ 6 5 4 3 - T SF RES. 10 V N N I0) I I P P ! VARIOUS OWNERS 0)Cr) + ` ____� 10 i o I I a I I I 10' Add'l I a I 31 TYPICAL LOT SERVICE DE TA IL A T.S. Notes: 1. All sanitary gravity mains to be constructed of 8" PVC (SDR 35). Fittings for gravity sanitary shall be SDR 26". unless otherwise noted. 2. All watermains to be constructed of Blue PVC (SDR 18)(C900), unless otherwise noted. 3. All reuse mains to be constructed of Purple 6 " PVC (SDR 18)(C900), unless otherwise noted. Existing Contours Direction of Flow Existing Grade X79.3 Lot Number 57 S " Water Main 8 wM 12" Water Mai' 2 WM-- 6 " Force Main 6 FM 6 " Reuse Main 6 RW Fire Hydran t yr Surface Water imp ac t OP n S e P e/Greenbelt ... .» ...;..: i4o:oo Prop. Road Elevation V) W Q z V) Q W no O O W D Q I ry G 00 I, = U O �. Q W r _ � W y _z 00 r z w z o � � O m D JK DESIGNED JK DRAWN 4-15-06 DATE C6 SHEET U 00 NIIII B �, c, 1\�L Von s . 36 F 42 0 Jul ° RCP at 0. 2 % `�� 2050' " zp� LIFT STA ION �� `L 3 2 o '`� FF 131.70 21 TRACT 8 FF 130.70 FF 1 1.201`1�i FF 30.30 FF 130.50 o B FF 133.40 ° © 0 B 12 LS B O I O � Const. 746 Z. 42" '1 Const. 73 LF JOY' ° RCP at 0.41 o � 1 O" RCP at, 0.447 1 C). C) N 6 OA 0 e ..�rY ' 60 ".. '_. e "' 12 WM 12 ' ,5' 6 Q - - w Con6bp 3VVd�fltie i e - 12 W 1 12 WM 2 WM Gutter as per WM 12 WM Coner• FDOTaI e e 0 Gu t t In d e 300 1 wM 1 as FD0T S1 12 14 7 (Typical) � 4 11 Cap San. Main 2 F 2 F 1 F Wye Pig Conn. ° FIM 2 F (See Detail- 2 FM 12 FM 1e 12 FM --6 � , "'�n 6 0' � 6 60 Sh. C12 _ - 60' o, S2 O" O e 6 " �� �� Ca Force � o" 5 60 C " N, on s t. 42 30 " Const. 3 0 LF 36 11 C� . N� NCon s t. 36 L 8 CP a t 0. o N a 'n �, p Re Se`� RCP a t 0. 85% CP a t 0. 56 o Con t. 41 L 78 �� Const. 3 LF 36 NRCP at �. 3% I � RCP a t . 3 1% _ �� 17 1 6 A- N 13 v FF 130.60 FF 30.30 y FF 130.50 y FF 130.7 FF 131.2 FF 131.70 FF 132.40 FF 133.40 0 �� A 0 0 A 0 O o 0 7, 6I 7 / o, W/,/rst Pr)(7(y E 15 N 0 HUP t 7.09� ► ► ►► 00 I O ► ► 4�j �8 R FF 134.30 FF 134.6 0 i ► � 0 y i ► 00 N �- Const. 35 LF 78" ►a� ►I RCP a 0.5 7% ► 2 10' " INV. 129. 1 \ 12 -12 WM 12 WM 12 WMF�t-^- VJ 16 W J S3 = F U 12 FN§ 1 2 FM 1 M i 62. g Con s t. 28 LF 78 CP at 0.7 7o 11A Const. 760 LF 24, RCP a 7.07% Const. 3 LF 78" RCP a t 0 5 77 cc FF 135. 12 Q FF 133.4 FF 134.4CD O i\! 135 100.0 POINT E VC EV = 128.42 o a ' 0 oLr) 135 132 L O W 132 o + o rn LOW w " OINT S Vl STA VI ELEV A.D. = 10+77.25 = 10+5 = 128.2 1.58 00 + `� N Proposed Centerline Grad + N 1%T a; N -easonal A HGWT A QLQ W �, Dj 8 A 129 C� m C� oo K = 4 3.34 &i j �i � Existi g Cent rline Gr de J '�' 6A 6 €� I 126 36" ( Min Cover ypical) ..m.�-. -_ - --- -- -- . . _-- __-- _-- - - --- °! 12" M 24„ CP Stor 18 RC 18 RCP r 123 12„ 12" Reuse Wa Water Min I ter- 36' RCP 1 FM 3 " RCP Storm / 11 E 123. San . 30" R 6 PVC P Storm126 /n v l2 .8 Inv 1 22.20 ' P V In v 126.59 /n v 26.79 W z -1 123 120 / v 121. 40 =So PVC 0 Q 120 117 In 119.37 _17 121.30 Est. In v Seasonal 120.97 HGWT 126.5 c E Est. Seasonal HGWT 123.5 117 114 Est. as R Seasonal per Andreyev eport Dated HGWT Engineering Febrijary 126.2 4, 2005 Repot Dated February 4, 2005 Repot Dated ebrucry 4, 2005 114 111 rn Sri N 1 0) 00 � 00 c° N N r d- co r) 00 0 N N • 00 d d 00 (000 N r N d- co 0 N N - 1 c0 d- r` 00 0 N N a--- Ln � 00 00 0 N i d- co 00 00 0 N N r Pn (� 00 00 (000 N N r 1 N 00 a) co N N {- O 00 00 r; (V N t- O r� m r; N N i- d' N n N N lz-- 1 00 � 00 N N r r7 (� o ao N �J r t-- I� rn r � 0) 00 N N i- .- N 0 O 00 N s-' 14 LO d- rn O oo N f T 1 O � N O rn N - T 1 d- O L O a� M N r 1 � 0) .- rn N r 15 •- r- o T- 1 co N •- s'- 1 00 d- . T, r 1 O co ro rN ro 19 N r` rN O rn�\ V) I Q (- �� Ir- N o 111 DATE REVISION NAME CHECKED Lakewood Estates Homes In Partnership Plan & Profile Sheet Wurst Road Sta. 1 of oo to Sta. 17f oo Kirby Engineering, 308 S. Winter Garden, Dillard L.L.C. Street FL. 34777 " = 1 30' 1 JOB 004-De N0. v-24 7-24-06 Revised as per 6-14-06 Ocoee Staff Comments 10-16-06 Revised as per 9-7-06 Ocoee Staff Comments SHEET �� 12-14-06 Revised as per 11-9-06 Ocoee Eng. Comments DRAWN JK BY: DATE 4/14/06 CHECKED JK BY: DATE 4114106 SCALE Horz. Vert. V �ys18 0 Q ' K�Y 75/0 16" INTREE <0 I O 10 ) N� �00 o �PD, '� o Coast. l6� F P E �OUP�� v '�0 O I Q [- U s -� -ice O J 0 z� L► R _ _ FF 14 .00 N y, o fedto �, T4:� /�jf/jam 8.40 FF 1 1.70 I 1� V . V V 3 �� I 4 FF 1 z � � F90Wm i cix?- ,c , FF 135.90 cn B o 3 I FF 135. B 14 .5D I ; �NTa,� irn l e d O8 O FF 14 4. 0 0 9�: 7 �''v. P e NI � 8 3"PVC PEE W P��R P BLOCK 13 INV.131.35 ss ,NORTH OCOEE ADDITION NO. 2 N/ (PLAT BOOK "0'; PAGES 69) n/ M IN 1299.. 1 / V I (� P Ca San. Main B�RW TED) , > > > > V h ,20 '`� 21 �`� 22 „� s 23+ .9,7 16" Al REE � ' A i I - I I I - .,AlWUR T R ALA XT NSl — ;?w 12 FM 12 12 F 12 FM 2 FM 12 F 2 IV — +' - 6S "60' 60' 50' ®" - - 0�� 2. 5' ko 9 tip\ k 6 0 O , O -P O d [Ir 1� ASPHALT � 6PARKING/DRIVE CQ Directional Bore 60 LF NOR st. 752 LF /8" onst. 44 L 78 p Reuseain I 6" HDPEP (SDR 11) FM (PLA RCP t 0. 5% O Center ter on Roadway Ce R a t 1.4 % _� I y n terlin e I BLOCK 12 NORTH OCOEE ADDITION NO. I SNP°JA I (PLAT BOOK "0'; PAGES 68) — — — — — LIJ ( I ZONING "R2" 1y?9 DIRT DRI I ORANGE COUNTY x IT T 4 T ryo ,k SF RES. �° ► P P ,k� VARIOUS FF 138. 0 FF 40.0 I � US 0 WNFp � F 1 �6 60 o FF 37.00 � � FF 142. 0 � FF 1 3.70 � FF 1 50 � � /' tA 4„ErIR 10 x ..nn30 B ' �I Worc�,Rooms' + N (I .I 144 Proposed Ce terline Grade LJJ S5 - — — — 144 Existhig Centerline Grade 100.00 VIC , — — Air °a co cv —� -- eleose al e 741 P VI ST = 19+ 3. 69 '"� o 141 P VI EL - V = 135.52 + A. . = 2.1 N W K = 46.54 v 138 Seasonal HG T 2.99 ' 138 QC)- 10 Z, '/\,' M CS I 35 9 � .- 135 0.859 � -- ----- _— • 132 36" in - _.� — • In 134.2 _ 132 o ve _ — 18 CP W / V _z _ — 12„ Inv 130.05 8 (in.P 129 = ___ ____ 18„ RC S torrn 129 Q 18 ' RCP Storm In 129.85 � CP 126 In v 127.69 Est. Seasonal HG T 137.8 as per A dre ev Engneenrig 126 6.79 C Est. Seaso al HGWT 132.9 Report Doted Feb uary 4, 005 8 San. P as per An reyev Engineering In v 125,73 Report Dat d February 4, 2005 123 123 dLn o Ifo� N co Il- 0) 0 O N O V O f O O co O� N 00 0 — t o N M N N r� N M I� r7 n I `) d' �,� d ND ui M to M Cp (.0 Cp 1 j 00 � O) d O d N CN N N d tt7 120 1-71 1 0 1 2 120 DATE REVISION NAME CHECKED Lakewood Estates Kirby Engineering, L.L.C. roe NO. 7-24-06 Revised as 6-14-06 Ocoe� Staff Comments per . Homes In Partnership p 3 0 8 S. Dillard Street 004—De v 24 10-16-06 Revised as per 9-7-06 Ocoee Staff Comments Plan & Profile Sheet Winter Garden, FL. 34777 SHEET 12-14-06 Revised as per 11-9-06 Ocoee Eng. Comments 117 Worst Road Sta. �7f00 to Sta. 23f 13.79 C8 DRAWN BY: DATE 4114/06 CHECKED BY: DATE ✓K 4/14/06 SCALE Horz. 1" = 30' Vert. 1 " = 3' r- e a_ a 9 rZ �lpV O N n W a a 1j 0 m 8 m 3 3 a 99 99 O c C/ A rl '' � �r� �' N I CP I L•I I IAc v O I O O O .No) 0 l iWE _�-� ..,wig I► l� SCALE: 1' = 30' 0 + r� o 0, co d �z N rn Ln N II N + "' �N N 138 l— "� + 38 Proposed Centerline Grcde CL_ W Q J II W II II o ; QExisting Centerlir e GradLj-135 aA,,A1 35 S6 Seas nal HG T WORST ROAD S8 1 ct 14A AM 7 S3 12A S� 13 36" Min 32 _ .62i aver 132 . a i' o _ 36 M_i Co ver 18 RCP + CD _ _ co 129 -Tr — ---_ --- --- — ___ Q 129 --- 30" 24" RCP RCP RC Storm 1 cn 6" Reuse ater 18' RCP 24„ W 126 "Water Main ,� �� 24" RC Star In 127.59 In v 127.79 126 U Inv 1 5.59 Inv 25.83 g Sa�-P C Q 8„ �GnpC Inv 124 88 Inv 125 20 123 VC 123 Inv 123.98 "San. (Inv 23.13 Est. Seasonal HGWT 129.7 n 122.20 /n 122.60 rdyFebEu 120 Report Dat rye4ring 120 Est. S asonal HGWT 129.5 as per Andreyev Engineering 117 Report Dated February 4, 2005 1� 117 07 Uf N O d 00 N O N O 00 r- O O N m N 00 r\ ro 00 d- d d O r7 O N Ln O r7 N N ro N � O LO co O O N c0 co (� ro O r7� O r7�r� �- O r7� O r�� r7� O r7� O r7� Cn N� Cn N� Cn N� Cn N� d� N� M N� CA N I• Cn NM c� CA N� M N O ro �r7 p r�� c� r7 ro r'i r7�rq 114 JO 32 43 I 3 3 3 114 DATE REVISIO�j NAME CHECKED Lakewood Estates Kirby Engineering, L.L.G. JOB NO. 7-24-06 Revised as per 6-14-06 Ocoee Staff Comments Homes In Partnership ershi p 308 S. Dillard Street 2004-De v-24 10-16-06 Revised as per 9-7-06 Ocoee !Staff Ii Comments Plan & Profile Sheet Winter Garden, FL. 34777 SHEET C9 12_14_06 Revised as per 11-9-06 Oco a Eng. Comments �� Road A Sta. 30+00 to Sta. 36f00 DRAWN BY: DATE CHECKED BY: DATE SCALE Horz. 1" = 30' » , 1 w I Width 36 37 II Ul 4 144.0 44.00 I 323 N F 142. o o I 0 31� FF 1 0.40 0 � A IN .� ^�,FF 137. 138. 0CDA0 30 o A ,a N FF 136. 4 0 0 + N FF 1 .00 0 I ,o 13 0 0 O A A O II 0 C n t. 36 L F I O I I 6 L FJy P t 0. 6% S '1 ° 0. 56% O �o ° '� ° �� ,� I 0 o � GJ ° S9 �� ° �� `� 60 0 6' + `li Dc ° 5 60 co 60 c� 0 6_ s w ( I Q 60 _ RW 6 R _40 0 `i ~ 6 RW 6 RW 6 RW I 39+0 38 00 0 » ^ » 3 + 0 0 + 10 1.LW 00 R A D f� , z 1 8 e wM 60" co ° ` J N� 2EE � PC)11 �S, � Con 300 LF 78 �8"RAINTRE 5.18 O N RClQ 't.�..J 375% 16'F3AINTREE � I O 0 �6 R 5 T-T8. 40` FF 14 .00 FF 1 7. 70 I ,ky1 FF 35.90 cn FF30 7 35. � � 14 3.50 � I o z 1y g ® FF 144. °� o O cn B � I � .G B © ry 1 0 1 99 Roccl 99 A 3 144 Ddsting Genterline Grade Si 144 Propose Centerline Grade , 100.00' VC 747 P Vi STA = 8+ 17. 99 rn K N- 741 0)PV ELEV = 135.00 ., 36" M'n Co A. D. _ 2.18 �' �T YP is )-- i , K= 4 83ui — l 38 r� • — — w 138 Seasonal HGWToi S9 oi co5 st. Seasonal HG T 136.0 I35 — _ _ s per A dreyev ngineerin Report Dated Febr ary 4, 2005 135 0.67 8 C P M32 36" Min Cover — .. 11 l v 133. 9- 132 Q 6"� euse Water Inv 129.84 /n v 30.04 _ — 8" Water Mai 729 w 18 RCF Storm S Vc n. P 729 — 726 Q San PVC 726_ Iry 126.5 123 723 tC) N IA M 00 00 O � 0 N r N d 00 �v) c1R LO Lo QO �— c0 cJ d- CO i� 0 r— N � (� N � CO � r) c � Q0 CO LO n C00 rN, i CO S/1 ��(—y0 6r� M� �-- Mo r)C% � �4- �0 720 3 7 8 ! g 4 120 DATE REVISION NAME CHECKED Lakewood Estates JOB NO. 7-24-06 Rev/sed as per 6-14-06 Ocoee l Staff Comments Kirby Engineering, L.L.C. 004 —De v-24 10-16-06 Revised as per 9-7-06 Ocoee I Staff Comments Homes In Partnership 3 0 8 S. Dillard Street SHEET 12_14_06 Revised as per 11-9-06 Ocoee Eng. Comments Winter Garden Plan �c Profile Sheet FL. 3 47 7 7 , CIRoad "A O " Sta. 36+00 to Sta. 40+89. 30 DRAWN BY: DATE CHECKED BY: DATE SCALE Horz. 1 30' " = JK 4114106 JK 4,114106 Vert. 1 " = 3' uvlvllvu 1. ALL P URC;L MA l N3' ,NHALL _HL 11 " F VC; (C;9UU/3VA 1 (!() U1VLLk�� /1 rrT TV 7171'TTV V TATTI T/-7 A 77V TN 7 T T?'TT TrrTL' CY OTJn TA A T LTTL' D V T n1 " A TL'T1 7 7 D t) A f D L' V rP A VA TT A D T L' INFORMATION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR 'AT/1rrTVT1"1 A?'T/17kT AT T TT'PTT T?'V /"r/171,fD AATTVCY AAM L'nD TT_.TL* T n/'AWnAT IVLJ rAU1F_jUii 11V up 1iLL U111.j111r.,0 117Ai 1V1111 G2llol. 3. ALL EXISTING IMPROVEMENTS DAMAGED DUE TO NOTES: CONSTR UCTION SHALL BE REPLACED IN -KIND. 4. CONTRACTOR TO FIELD VERIFY SANITARY MANHOLE CONNECTION POINT WITH KIRBY ENGINEERING LLC. EXISTING BASE REPLACEMENT MATERIAL EQU, OR 8" MINIMU THICKNESS. 6" PVC 1. ALL PUBLIC ROADS AND PAVED DRIVE CROSSINGS ARE TO BEII BACKFILLED WITH GRANULAR MATERIAL AND TOPPED WITH 8" THICKNESS OF LIMEROCK BASE COURSE MATERIAL DURING CONSTRUCTION OF UTILITY TRENCH. 2. ALL EXCAVATIONS ARE TO COMPLY WITH THE TRENCH SAFETY At 553.64, LAWS OF FLORIDA). LATEST EDITION. OPEN -CUT DETAIL (F.S. 553.60 THRU Open Cut & Repair ,,Roadway as per Detail —This Sheet Exist. San. Manhole (Approx. Location) (Field Verify Top and Invert Elevs.) LEGEND Existing Contours ;-6 Existing Grade ,� �9.3 Prop. 6 " Force Main6 FMExist. 54" Reuse Main FM (n w z w o U O C3 V) w z Z w w w w (n O w UO O W O ry O t0 I o c0 rn w w a_ a 0 0 � Of 0 I � co Q � o � Meer Z Q U n� v ry L I- 0 C C C W L V� O U w � n C C W r � W V z_ a U n z W z c 0 m V JK DESIGNED JK DRAWN 4-15-06 DATE c I I SHEET H U) w m 0 0 0 N 0 3 v vJ 0 z .o a a v V) i rn I ro 0 N Y i '3 v TRENCH WIDTH VARIES W/ SIZE OF PIPE UNIMPROE TRENCH AREAS 3' MIN.) FINISHED GRADE SEE NOTE 8) � U :SEE NOTE 4 `r \ r � v "' COMMON FILL �\ * PIPE O.D. • ''. �/\ 12" (TYP.) /\r- SELECT y\ /\/ COMMON o / / w O / FILL w UNDISTURBED rRTH //� a SEE NOTE 3) NOTES: 1. PIPE BEDDING: SELECT COMMON FILL COMPACTED TO 95% OF THE MAXIMUM DENSITY AS PER AASHTO T-180, 2. TRENCH BACKFILL COMMON FILL COMPACTED TO 95% OF THE MAXIMUM DENSITY AS PER AASHTO T-180. 3. PIPE BEDDING UTILIZING SELECT COMMON 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 APPUCABLE REGULATIONS OF GOVERNING AGENCIES. SURFACE RESTORATION WITHIN CITY OF OCOEE RIGHT-OF-WAY SHALL COMPLY WITH REQUIREMENT OF RIGHT-OF-WAY UTILIZATION REGULATIONS AND CITY OF OCOEE UTILITIES DEPARTMENT ROAD CONSTRUCTION SPECIFICATIONS. TYPE B BEDDING AND TRENCHING DETAIL DATE: WG: BBEDD FIG` 100 MINIMUM LENGTH (FT) TO BE RESTRAINED ON EACH SIDE OF FITTING(S). PIPE SIZE 6" 8" 10" 12" 16" 18" 20" 24" 30" 90° BEND 36 36 36 54 54 72 72 90 45° BEND 18 18 18 18 36 36 36 36 22-1/20 BEND 18 18 18 18 18 18 18 18 11-1/40 BEND 1 18 18 18 18 18 18 18 18 PLUG OR BRANCH OF TEE 18 36 36 54 90 108 108 144 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. CITY OF OCOEE UTILITIES DEPARTMENT RESTRAINED PIPE TABLE. DATE: AUG. 1990 wG: PIPETAB I FIG' 104 METALLIC LOCATING WIRE EARLY WARNING TAPE FINISHED GRADE 1" MAX. / PVC WATER MAIN OR FORCE MAIN 1 ° MAX. METALLIC LOCATING WIRE % NOTES: 1. PVC PIPE SHALL REQUIRE INSULATED METALLIC LOCATING WIRE (14 GAUGE COPPER) CAPABLE OF DETECTION BY A CABLE LOCATOR 2. AND SHALL BE BURIED DIRECTLY ABOVE THE CENTERLINE OF THE PIPE. LOCATING WIRE SHALL TERMINATE AT THE TOP OF EACH VALVE BOX 3. AND BE CAPABLE OF EXTENDING 12" ABOVE TOP OF BOX IN SUCH A MANNER SO AS NOT TO INTERFERE WITH VALVE OPERATION. USE DUCT TAPE AS NECESSARY TO HOLD WIRE DIRECTLY ON THE TOP OF THE PIPE. 4. EARLY WARNING TAPE IS REQUIRED IN ADDITION TO LOCATING WIRE AT DIRECTION OF CITY. CITY OF OCOEE UTILITIES DEPARTMENT ALL PIPE LOCATING WIRE DETAIL DATE: 3/17/99 PWG* INSTALL FIG: 10B CROWN TRENCH IN UNIMPROVED AREAS (3' MIN.) (SEE TYPE B 6BEDDING AND TRENCHING DETAIL FOR OTHER RESTORATION.) -y TRENCH WIDTH VARIES W/ SIZE OF PIPE FINISHED GRADE CD / /SEE NOTE 4 \ uN COMMON FILL ,l' plpF n,n ? - 12" (TYP.) \ y/ SELECT co COMMON s ,,, SELECT COMMON - / FILL m z FILL BEDDING ROCK W E PIPE BEDDING (SEE NOTE 8 & 9) ' UNDISTURBED EARTH NOTES: 1. PIPE BEDDING: SELECT COMMON FILL COMPACTED TO 95% OF THE MAXIMUM DENSITY AS PER AASHTO T-180. 2. TRENCH BACKFILL: COMMON FILL COMPACTED TO 95% OF THE MAXIMUM DENSITY AS PER AASHTO T-180. 3. USE TYPE A BEDDING TO BE DETERMINED IN THE FIELD AS DIRECTED BY THE CITY. 4. (*): 15" MAX. FOR PIPE DIAMETER LESS THAN 24", AND 24" MAX. FOR PIPE DIAMETER 24" AND LARGER. 5. WATER SHALL NOT BE PERMITTED IN THE TRENCH DURING CONSTRUCTION. 6. ALL PIPE TO BE INSTALLED WITH BELL FACING UPSTREAM TO THE DIRECTION OF THE FLOW. 7. REFER TO SECTION 32.5 OF THE MANUAL FOR SHEETING AND BRACING IN EXCAVATIONS. 8. GRAVITY SEWERS SHALL UTILIZE TYPE A BEDDING, IF REQUIRED BY THE CITY. BEDDING DEPTH SHALL BE 4" MINIMUM FOR PIPE DIAMETER LESS THAN 15', AND 6' MINIMUM FOR PIPE DIAMETER 16" AND LARGER. CITY OF OCOEE UTILITIES DEPARTME 9. DEPTH FOR REMOVAL OF UNSUITABLE MATERIAL SHALL GOVERN DEPTH OF TYPE A BEDDING BEDDING ROCK BELOW THE PIPE. CITY SHALL DETERMINE IN THE AND TRENCHING DETA FIELD REQUIRED REMOVAL OF UNSUITABLE MATERIAL TO REACH SUITABLE FOUNDATION. DATE ,TAN. 1990 WG: ABEDD I FIG: 4' x 4' PRECAST _ FINISHED CONCRETE VAULT CAST IRON FRAME GRADE 36" SQ. AND COVER WITH ACCESS LID. 4" MAX. 17-1 4 / GROUT PREMOLDED PLASTIC,-.2" TYP. VALVE JOINT FILLER (TYP.) 5 WALLS (MIN.) 2" PORT WITH THREADED PLUG PIPE PLUG (TYP.) CUT OUT FOR FORCE 2 NIPPLE - MAIN OR WATER MAIN 2" GATE { AS REQUIRED VALVE SEE NOTE 2 2" NIPPLE SERVICE SADDLE ° °° . ° a :.:: PER SPECIFICATION FITTINGS AND :' _° . ° " .. • ° °° • SECTION 50.5.4 PIPE FOR A.R.V. SHALL BE BRASS °"O•°"°•o"°•°"°•°" o�°•°"O. °" •° °. °o6t1 u°•°.°,O.°o°•^"°roe o°^o°o"°•O° °°oo BEDDING ROCK 8" x 16" REINFORCED CONCRETE FOOTING. NOTES: 1. ABOVE DETAIL IS BASED ON 2" COMBINATION AIR/VACUUM RELEASE VALVE. CHANGE PIPE AND FITTINGS ACCORDINGLY FOR OTHER VALVE SIZES AND TYPES. VALVE SIZES TO BE DETERMINED BY THE ENGINEER AND APPROVED BY THE CITY PRIOR TO INSTALLATION. 2. THE MINIMUM DIMENSION FROM TOP OF PIPE TO FINISHED GRADE SHALL BE 4.0 FEET. CITY OF OCOEE UTILITIES DEPARTMENT AIR OR COMBINATION AIR/VACUUM RELEASE VALVE DETAIL DATE` WG: VACUUM I FIG: 109 71 1 / COVER OR BRICK 1 (SEE NOTE MORTAR WALL FILLING AT BOTH ENDS/ RESTRAINE 1 ■■ IR, ON PIPE �I .' MIN. 1 1 1 STEEL CASING .. DUCTILE ./ .. IN/), 13,0,11 LONG TREATED WOOD - !MU-1-1, SKIDS (SEE NOTE 3) 1. WHEN CONSTRUCTION IS WITHIN FOOT JURISDICTION, ADDITIONAL REQUIREMENTS OF THE UTILITY ACCOMMODATION GUIDE SHALL BE MET. 2. CASING SPACERS, AS SPECIFIED IN SECTION 33.4.4. OF THE MANUAL, MAY BE REQUIRED BY THE CITY OR MAY BE SUBSTITUTED IN LIEU OF WOOD SKIDS AND BANDING STRAP. 3. LARGER SKIDS SHALL BE REQUIRED FOR PIPE GREATER THAN 24" DIAMETER. 4. WHERE PRACTICAL, CASING SHALL EXTEND 10' BEYOND EDGE OF PAVEMENT AND SHALL NOT BE LESS THAN 6' BEYOND EDGE OF PAVEMENT IN ANY CASE. THE CITY MAY REQUIRE LONGER CASINGS FOR DEEPER BORES. CITY OF OCOEE UTILITIES DEPARTMENT BORING AND JACKING DETAIL BJACK 106 ORANGE COUNTY UTILITIES STANDARDS AND CONSTRUCTION SPECIFICATIONS MANUAL APPENDIX A STANDARD DRAWINGS DATE: May 1, 2004 PIPE PIGGING ACCESS POINTS ENTRY WYE GENERAL FIGURE A206 A PIG r ♦ ♦ ♦ Closed EXIT FIRE HYDRANT PI G) Open 1 III Closed ENTRY PIG ENTRY UNDISTURBED EARTH - :7. "D• "D' 7 6' P► G ♦t ♦ ♦ �+ Closed EXIT SPOOL PIECE ! SEE NOTE 1 (TYP.) CONCRETE ARCH 2500 PSI CONCRETE BEDDING ROCK SEE NOTE 1 (TYP.) SIDES CAN BE FORMED 2500 PSI .ONCRETE JNDISTURBED EARTH CRADLE OR HALF ENCASEMENT ♦ ♦ ♦ II p/G II EXITS U� 24" x 24" x 6" THICK CONC. PAD TYP. EACH VALVE BOX. 3" DIA. BRONZE DISC ANCHORED IN CONC. PAD #4 BARS ALL STAMP AS R Q'D ROUND (SEE NOTE 1E} SIZE OF VALVE 7 TYPE OF VALVE r to °ev < SERVICE °d xv, `M DIRECTION & N0. 4t� OF TURNS TO OPEN WATER VALVE BOX 4 ^ AND COVER • '•Q% % a ,. _ `� (TYP.) 2500 P.S.I. "' CONCRETE MIN. 12 TOP FLUSH WITH FINISHED GRADE p �A� III NAVAVA\AVi.Vi� wVw�Y'�\ FULL ENCASEMENT NOTES: 1. M: 15" MAX. FOR PIPE DIAMETER LESS THAN 24", AND 24" MAX. FOR PIPE DIA. 24' AND OVER. 2. "D' REFERS TO THE DIAMETER OF THE PIPE 3. "T' REFERS TO THE THICKNESS OF THE PIPE. 4. USE OF CONCRETE ARCH HALF ENCASEMENT OR FULL ENCASEMENT TO BE DETERMINED IN THE FIELD AS DIRECTED BY THE CITY. 5. REFER TO SECTION 32.5 OF THE MANUAL FOR SHEETING AND BRACING EXCAVATIONS. UNIMPROVED CONDITION CITY OF OCOEE UTILITIES DEPARTMENT CONCRETE ARCH AND ENCASEMENT DETAILS DATE: WG: CONENC I FIG: 1D2 3" DIA. BRONZE DISC ANCHORED IN CONC. PAD STAMP AS REQ'D. ANCHORS ASPHALT SURFACE III ' I 1 1BASE 1 1 1 • VALVE :• r POST / COVERDIAMETER (IYP.)BRONZE DISC SET IN GROUT1 IMPROVED• •ABOVE. NOTES: 1. BRONZE IDENTIFICATIONDISC SHALL BE REQUIRED FOR ALL VALVES 16-/ OR AS REQUIRED BY THE CITY FOR CRITICAL OFFSITE COLLAR2. VALVE DIMENSIONS : REDUCED TO . WHEN CITY OF OCOEE UTILITIES DEPARTMENT THE BRONZE IDENTIFICATIONDISC IS NOT • 1 VALVE COLLAR DETAIL 107 O (n E rt N y m O 0 0 0 �0 4 c a 0 0 s q s �o 0 I N � 0 ^ o zN Ly L OC W < a W F _ OWv C) O [_ O �v �- F_ Li D UDC C < C L_.f__ ` i W V. z� a rW� U J � n C U C W � W z_ oc r w z c = d >- 0 m JK DESIGNED JK DRAWN 4-25-06 DATE w C12 SHEET SET TOP OF VALVE BOX TO FINISHED GRADE FINISHED GRADE —� CONCRETE COLLAR IJV UNPAVED PREAS (SEE DETAILS) ADJUSTABLE CAST IRON VALVE BOX SEE NOTE 2 BOX SHALL REST ON RESILIENT SEAT BEDDING ROCK NOT M. J. GATE VALVE _ ON VALVE OR PIPE AND SHALL BE WATER CENTERED ON MAIN OPERATING NUT D op •D °o oo a•p •o D.p•D. •p•p.p•p•p ao,°°o,°°o,; •p°D.p°D.p°O °D,OoD, poD,poD,O° oD, p•D.p•D.°•O. •p•D.p•O•p•D,p•D,p•D,p• •p•D,p•D, poD,pe °D.p°D.p•D.p°O•p•D.p•D. a.. 0. 6 BEDDING ROCK NOTES: 1. PVC EXTENSIONS SHALL NOT BE USED ON VALVE BOX INSTALLATION. 2. THE ACTUATING NUT FOR DEEPER VALVES SHALL BE EXTENDED TO COME UP TO 2 FOOT DEPTH BELOW FINISHED GRADE. CITY OF OCOEE UTILITIES DEPARTMENT GATE VALVE AND BOX DETAIL DATE: AUG. 1990 PWG: GVBOX FIG: 400 DOUBLE SINGLE LOTS (TYP.) SERVICE (TYP.) SERVICE (TYP.) PROPERTY LINE (TYP.) - 4" WATER MAIN (MIN.) FITTINGS AS REQUIRED (TYP.) ' WATER MAIN �. (6" MINIMUM) —� REDUCER 6" FIRE HYDRANT ASSEMBLY (SEE NOTE 1 RIGHT OF WAY LINE CURB WATER MAIN 2' (TYP.) RIGHT OF WAY LINE NOTES: 1. ANCHORING TYPE 90' BEND SHALL ONLY BE USED WHERE RIGHT-OF-WAY CONSTRICTIONS WILL NOT ALLOW INSTALLATION OF A STRAIGHT ASSEMBLY. CITY OF OCOEE UTILITIES DEPARTMENT WATER SERVICE LOCATION DETAIL DATE: AUG. 1990 WG. SERVDEAD FIG: 404 RIGHT OF WAY LINE �� VANES LIMITS OF UTILITY EASEMENT VALCONCRETE SLAB BYPASS METER —� TE �AVALVE lZ REQUIRED) --� • 4 0 12• SPOOL PIECE FIRE UNE MASTER METER I STALLED BY CONTRACTOR DOUBLE CHECK VALVE 1/2• PREFORMED JOINT SEE NOTE 1 BACKFlAW PREVEWR INSTALLED BY THE ANDCIALON BETWEEN PIPE AND CONCRETE sloe CONTRACTOR 6• CONCRETE SLAB WRH O.S. & Y. VALVES REQUIRED) N0. 6 x 6, W10 x W10—(4 90• RANGED BEND {yl N z FINISHED GRADE ng; RESTRAINED JOINT (2 REQUIRED) ---FROM MAIN ADJUSTABLE PIPE TO SMCE— SUPPORT STANDS THRUST COLLAR IN ACCORDANCE BY THE CONTRACTOR 90' MJ BEND (2 REQUIRED) APMPRaVVEDDBY ERCITYGP REQUIRED) NOTES: 1. THE CONTRACTOR SHALL CONTACT THE INSPECTOR FOR EXACT ASSEMBLY CITY OF OCOEE UTILITIES DEPARTMENT LENGTH AND HEIGHT ABOVE THE SLAB REQUIRED FOR THE FIRE LINE MASTER METER TO BE INSTALLED BY THE CONTRACTOR. ALL OTHER PIPE, FIRE LINE MASTER METER FITTINGS AND APPURTENANCES SHALL BE INSTALLED BY THE CONTRACTOR. 2. ALL ABOVE GROUND PIPE SHALL BE FLANGED DUCTILE IRON. ASSEMBLY 3. FIRE LINE MASTER METER TO BE APPROVED BY THE CITY PRIOR TO PURCHASE OR INSTALLATION. ATE' AUG. 1990 WG' FIREUNE FIG' 502 VALVE COLLAR IN UNPAVED AREAS (SEE DETAIL) FINISHED GRADE i 0 BUTTERFLY / ADJUSTABLE CAST VALVE IRON VALVE BOX ° O ' D O ° ° ° '0'°°�0 ° •ao'p0', oo c. .. o D . c •e° ° °-0. .O•oDo °° ° o ° ° p0• 00 °°c oo• °o .°°•� IN i °00 o_°e •o o•_°�o o�o•pO °�� oe o'pO°°°• °�000°n•e UNDISTURBED I ' EARTH NOTES: 1. PVC EXTENSIONS SHALL NOT BE USED ON VALVE BOX INSTALLATION. 2. ALL WATER SHUT—OFF VALVES SIXTEEN (16) INCHES AND LARGER SHALL BE BUTTERFLY VALVES. SEE SECTION 52.3. CITY OF OCOEE UTILITIES DEPARTMENT BUTTERFLY VALVE AND BOX DETAIL DATE: AUG. 1990 WG: BVBOx RG: 401 CORPORATION CURB STOP CORPORATION U-BRANCH STOP (1" MIN.) (SEE NOTE 3) STOP (1" MIN.) FITTING „ �13%4'/4 MARK WITH WOOD PAINTED BLUE &WITH CURB STOP z LOT NUMBERS Z m 2 EA. POLYETHYLENE TUBING (1" MIN.) SINGLE METER BOX AND WATER METER (BY CITY) SINGLE SERVICE AWWA TYPE CC THREADS SADDLE — POLYETHYLENE TUBING (1" MIN.) DOUBLE METER BOX AND WATER METER (BY CITY) DOUBLE SERVICE CORPORATION STOP -& FITTING (NORMALLY OPEN) =TO METER BOX — ASSEMBLY �-- POLYETHYLENE TUBING 30 - 45 DEG. WATER MAIN NOTES: 1. ALL FITTINGS SHALL BE BRASS WITH COMPRESSION/PACK JOINT TYPE CONNECTIONS. 2. NO SERVICE LINE SHALL TERMINATE UNDER A DRIVEWAY. 3. EACH SERVICE SHALL TERMINATE AT A CURB STOP(S) WHICH SHALL BE EXPOSED APPROXIMATELY 3' ABOVE FINAL GRADE AND TIED TO A 2" x 4" x 4" STAKE WITH THE TOP PAINTED BLUE AND MARKED WITH THE NUMBER OF THE LOT(S) TO BE SERVED. CITY OF OCOEE UTILITIES DEPARTMENT WATER SERVICE CONNECTION DETAILS DATE: AUG. 1990 WG' SERVCONN FIG: 405 HOSE NOZZLE —� 24" SQUARE QR ROUND AND 6 THICK REINFORCED CONCRETE SHEAR PAD. SEE NOTE 1 2 - 14 AT 9" O.C. ALL AROUND COMPACTED BACKFILL SEE NOTE 2 •p"Oo°. •D•p •o sD, pnDa°aD, p- •o •o• 77••••7DODp���••,•'.•e•pOoDpOo p.•:Dt DoO..•••ODo oDoDo°".o-D•-••DoD,•.00 Q•.o.000pp oV•°••DpDo .a,Oo,-••OO••oDDp•p• .OD.Dppp,•O,•o DOpDOaoD'i oV°.oD•°pwp,••.•oDDp-•O.0 o°pO•p -O.p•,op e. pD D•p•Des oO•,D-Oh i p••, °p•p•D.p•O.p•D•p•O. p•D.p•D•°°. i SECTION A -A 1/2" PREFORMED JOINT MMATERIAL TO BE PLACED BETWEEN D.I.P. AND CONCRETE SLAB. —� 6" CONCRETE SLAB W/ NO. 6 x 6 — W10 x W10 (2500 P.S.I. CONCRETE) — THRUST COLLAR IN ACCORDANCE WITH STANDARD DRAWING AND PLANS APPROVED BY THE CITY (2 REQUIRED) VALVE SIZE "A" 4" 16-1/2" 6" 22-1 /2" 8" 26-1/2" GATE VALVE THREADED NIPPLE (TYP.) DETECTOR CHECK VALVE HYDRANT OPERATING NUT AS REQ'D. -PUMPER NOZZLE FACING STREET — VALVE COLLAR (SEE DETAIL) J NOTES: 1.THE DEVELOPER MAY INSTALL THE SHEAR PAD RECESSED UP TO 4" BELOW FINISHED GRADE AND SOD THE RECESSED SECTION. 2.CLEARANCE BETWEEN BOTTOM OF BOLTS AND TOP OF SHEAR PAD SHALL BE 6" MINIMUM. CITY OF OCOEE UTILITIES DEPARTMENT FIRE HYDRANT ASSEMBLY DETAIL FLOW O.S. & Y. VALVESVALVES (FL/FL) (2 REQ'D) PLAN N M FINAL GRADE 'A" PIPE SUPPORTS (2 REQ'D) 12' TYP,) (MIN. NOTE: INSERT BACKFLOW PREVENTION DEVICE WHEN REQUIRED BY THE CITY — 90° BEND — FLANGED JOINT — 12° (TYP.) 90° BEND (MJ/M.J� RESTRAINED JOIN�155 (2 REQUIRED) NOTES: 1. ALL ABOVE GROUND PIPE JOINTS SHALL BE FLANGED. CITY OF OCOEE UTILITIES DEPARTMENT DETECTOR CHECK VALVE ASSEMBLY DATE: AUG. 1990 WG: DCCV FIG' 500 L-18° WIDE BY 6° THICK FROM PAD UNDER ENTIBE ASSEMBI #4 BAR MAIN =31t 12" ON CENTER CH WAY NOTES: 1. ALL PIPE AND FITTINGS 2' AND SMALLER SHALL BE THREADED SCHEDULE 40 GALVANIZED STEEL 2. UNIONS WILL BE REQUIRED FOR 20 DIAMETER AND SMALLER ASSEMBUES ONLY. GATE VALVE NION 2 REQUIRED) EE NOTE 2 90' BEND (2 REQUIRED) SUPPORT 3" AND LARG R) (2 REQUIRED) FINISHED 2" GATE VALVE 2" 90° DOUBLE METER BOX (18" x 24" MIN.) -D.p-D.p-D•p •O. °0­' °°D 0• •O..D•O •p°D•p °O.O°Oip°Oip°D 60 •p•D,p•p,p•p,p oD,Oo°,OpD,ppD O°D,p°°ippD •D• 0 2" 90° BEND 6" BEDDING ROCK NOTES: 1. ALL 2" PIPE AND FITTINGS SHALL BE SCHEDULE 40 GALVANIZED STEEL OR BRASS WITH THREADED (NPT) JOINTS. CITY OF OCOEE UTILITIES DEPARTMENT BLOWOFF VALVE DETAIL GATE VALVE — TEST COCK (TYP.) THREADED NIPPLE (TYP.) — 9" MIN. TYP. FINAL GRADE FROM MAIN NOTES: 1. ALL PIPE AND FITTINGS 2" AND SMALLER SHALL BE THREADED SCHEDULE 40 GALVANIZED STEEL OR BRASS. IN ACCORDANCE WITH PLANS APPROVED BY THE CITY — GATE VALVE — UNION (2 REQUIRED) — 90' BEND (2 REQUIRED) In z O_ V) > Lil i U 1--t- 0 C� 0 z_ >= � � LIJ W � I — r z_ 00 CD r z � W z 0 ` O m^' 11 JK DESIGNED JK DRAWN 4-25-06 DATE C13 SHEET GENERAL NOTES: 14. THE UNDERSIDE OF ALUMINUM ACCESS COVERS AND ALL CHAIN LINK FENCE DETAIL 1. BASE AND FIRST RISER UNIT TO BE CAST MONOLITHIC. ALUMINUM SURFACES IN CONTACT WITH CONCRETE SHALL BE 2. VALVE VAULT SHALL BE SIZED TO PERMIT EASY REMOVAL OF CHECK VALVE COATED WITH A SUITABLE BITUMINOUS PAINT. SPINDLES WITH MINIMUM CLEARANCES AS SHOWN FOR 6" DIA PIPE FENCE DETAIL AND SMALLER. CLEARANCES SHALL INCREASE AS REQUIRED FOR LARGER 15. THE CONTRACTOR SHALL COORDINATE WITH THE LOCAL POWER 9 GALV CLIPS PIPE SIZES. COMPANY FOR ELECTRICAL SERVICE TO LIFT STATION AND SHALL 1'-0" MAX 3. VALVE VAULT SHAH HAVE SEALED FLOOR AND DRAIN. SPACING ' " MEET ALL POWER COMPANY REQUIREMENTS WITHOUT ADDITIONAL COMPENSATION. 10-0 TO CENTER MAX L 4, ALL LOCATIONS WHERE PIPES ENTER OR LEAVE THE WET WELL OR VALVE 16. PRESSURE GAUGES SHALL BE STAINLESS STEEL WITH STAINLESS TOP RAIL NON -SHRINK GROUT. VAULT SHALL BE MADE WATERTIGHT WITH WALL SLEEVE OR STEEL DIAPHRAGMS AND 4 1/2" DIAMETER DIAL AND SHALL BE POST CAP �- BE NO VALVES OR ELECTRICAL JUNCTION BOXES IN CALIBRATED IN FEET OF WATER WITH A RANGE OF 0-150 FEET. 5. THERE SHALLGAUGES SHALL BE LOCATED IN THE VALVE BOX. POST STRETCHER V) WET WELL. 6. WET WELL AND VALVE VAULT COVERS SHALL BE ALUMINUM WITH 316 STAINLESS 17. WET WELL AND VALVE VAULT ACCESS HATCHES SHALL BE TRAFFIC CORNER - BARS #9 TIE WIRES c STEEL HARDWARE AND LOCK BRACKET. SIZE AS REQUIRED BY PUMP BEARING. CD FABRIC 12" OC o E E MANUFACTURER AND APPROVED BY THE CITY. UNLESS OTHERWISE NOTED. I 3 8 ROUND > o 18. CABLE HOLDER SHALL BE ON THE SAME SIDE OF WET WELL AS TRUSS BARS Ld LINE POST o 7, FLEXIBLE COUPLING SHALL BE SLEEVE TYPE. CONTROL PANEL. 8. ALL HARDWARE IN WET WELL AND VALVE BOX TO BE STAINLESS STEEL. 19. WETWELL AND RECEIVING MANHOLE SHALL BE P.V.C. LINED AND (SEE NOTE 1 W 9, CONTRACTOR SHALL INSTALL A "P" TRAP IN THE WET WELL DOWNSTREAM ALL JOINTS SEALED WITH RAPIDSEAL 2" TURNBUCKLE TENSION WIRE o OF THE FLOOR DRAIN SHOWN. o 0 20. STAND PIPE EXPOSED WITHIN THE WETWELL SHALL BE COATED WITH GRADE � 10. WET WELL ACCESS HATCH TO BE ONE (1) 30" X 48", CHECKERED RAPIDSEAL� //� / /�///\/N �/\ //\/\ ALUMINUM PLATE WITH PADLOCK STAPLE AND HASP, SWING \/// /\\ /� \// \//� \/ ///��/\ //\/\ \ HANDLE AND 316 STAINLESS STEEL FITTINGS AND ACCESSORIES AS 21. VALVE PIT WALL TO BE BITUMINIOUS COATED AND JOINTS MANUFACTURED BY "HAH IDAY", PRODUCTS SERIES H1 W ACCESS DOOR SEALED WITH RAPIDSEAL ifl `O AT H2O LOAD RATING OR APPROVED EQUAL. HATCH FRAME TO BE 22. CAST IRON VALVE BOXES SHALL BE AS MANUFACTURED BY M 3,000 PSI CONCRETE M a a INTEGRALLY CAST IN TOP. PROVIDE MASTER"KEYED LOCKS. "NEENAH" OR APPROVED EQUAL, BOXES TO BE ADJUSTABLE. NOTE: THE FENCE ENCLOSURE SHALL BE BLACK VINYL ' • ' o 0 11. VALVE VAULT ACCESS HATCH TO BE ONE (1) 48" X 48 CHECKERED 23. ALL EXPOSED AND EMBEDDED CONDUITS TO BE GALVANIZED. COATED CHAIN LINK FENCE WITH LANDSCAPNG AROUND THE " " � q ALUMINUM PLATE WIII-I PADLOCK STAPLE AND HASP, SWING � PERIMETER. SEE SHEETS L1 AND L2 FOR LANDSCAPING � 12" � 6 6 � 12" •� ACCESSORIES AS 24. LIFT STATIONS SHALL CONFORM TO STANDARDS AND DETAILS. HANDLE AND 316 STAINLESS STEEL FITTINGS AND A SPECIFICATIONS OF OCOEE, FLORIDA. MANUFACTURED BY "HAH IDAY", PRODUCTS SERIES H2W ACCESS DOOR DOUBLE SWING GATE DETAIL AT H2O LOAD RATING OR APPROVED EQUAL. HATCH FRAME TO BE 25. GRADE SITE TO DRAIN, PLACE WEED FABRIC AND ROCK INSIDE FENCE o 0 INTEGRALLY CAST IN TOP. PROVIDE "MASTER" KEYED LOCKS. AND SOLID SOD ALL DISTURBED AREA OUTSIDE FENCE. `r ^' Q 12. PROVIDE AND INSTALL QUALITY CONTROLS, INC. CONTROL PANEL, 26. SHOP DRAWING FOR PUMPS, PIPING, VALVES, FITTINGS PRECAST 3/8" AN 0 ^ N OR APPROVED EQUAL, WITH NEMA 3R STAINLESS STEEL CONCRETE STRUCTURES, ACCESS COVERS AND ELECTRICAL GATE POST GATE CORNER TRUSS RODS GATE FRAME GATE POST ENCLOSURE. THIS PANEL SHOULD HAVE TYPE SQ. "D" HD FRAME EQUIPMENT ARE REQUIRED TO BE SUBMITTED FOR APPROVAL, p CIRCUIT BREAKERS AND HORIZONTAL ROTARY OIL PROOF, THREE PRIOR TO CONSTRUCTION. N Z POSITION SELECTOR SWITCH FOR HAND-OFF- AUTOMATIC 27. TESTING OF FORCE MAIN AND LIFT STATIONS SHALL BE REQUIRED. OPERATIONS. CONTROLLERS SHALL INCLUDE ALARM LIGHT AS LIFT STATION SHALL BE TESTED WITH FIRST PUMP ON, SECOND `FABRIC ' WELL AS AUDIBLE DEVICE, ELAPSED TIME METERS FOR EACH PUMP ON AND BOTH PUMPS ON. PUMP. LIGHTNING PROTECTION (3 PHASE), PHASE PROTECTION AND LOW VOLTAGE PROTECTION. CONTROL PANELS SHALL HAVE 28. AFTER ALL EQUIPMENT HAS BEEN INSTALLED AND IS OPERATING AUXILIARY GENERATOR RECEPTACLE (100 AMP RUSSEL STOLL UNDER WORKING CONDITIONS, CONTRACTOR SHALL MAKE TESTS TYPE JRS1044-FR WATERPROOF RECEPTACLE OR APPROVED OF EACH PIECE OF EQUIPMENT, GIVING VOLTAGE AT POINTS OF EQUAL). CABINET SHALL BE 304 STAINLESS STEEL WITH AN INNER TEST, FULL LOAD RUNNING AMPERAGE AND SPEED FOR EACH ALUMINUM DEAD FRONT DOOR WITH CONTINUOUS HINGE. MOTOR. The contractor is to coordinate the construction of CONTROLLER SHALL INCLUDE PUMP ALTERNATOR WITH 29. THE CONTRACTOR SHALL FURNISH DEWATERING EQUIPMENT AS 3 000 P.S.I. CENTER STOP c ALTERNATOR TEST, EMERGENCY GENERATOR CIRCUIT BREAKER the '''lift station with the City of Ocoee Engineering 12" x 12" x 12" ALARM INTERLOCK, DC ALARM WITH BATTERY AND CHARGER AND REQUIRED TO INSTALL STRUCTURES. GROUNDWATER CONDITIONS , , „ " CONCRETE -- ALARM SILENCE. ALARM TO BE ENERGIZED BY POWER/PHASE MAY VARY CAUSING THE REQUIRED EQUIPMENT TO VARY. THE and Utiliti� Departments. The contractor will check 12-' � �--- 6 6" ---� �12" (f FAILURE, HIGH WATER LEVEL FLOAT. PROVIDE DUPLEX 120 VOLT CONTRACTOR SHALL PERFORM FIELD INVESTIGATIONS TO .41 RECEPTACLE IN PANEL. PANEL SIZE 30"W X42"H X 10"D MIN. SHOP DETERMINE THE NECESSARY EQUIPMENT FOR THE LIFT STATION with the City to ensure the details on the plans NOTES: DRAWINGS REQUIRED FOR APPROVAL. ALL ELECTRICAL WORK TO BE IN STRICT ACCORDANCE WITH LOCAL AND NATIONAL 30. ALL M.J. AND FLANGED D.I. PIPE AND FITTINGS SHALL BE are current. POLYETHYLENE LINED (40 MIL NOMINAL) CONFORMING TO ASTM 1. TRUSS BARS ARE REQUIRED FOR EACH GATE SECTION AND THE C� ELECTRICAL CODES. PROVIDE EQUIPMENT FOR SCADA CONTROL CONNECTION AND TELEPHONE SERVICE LINE. D-1248. ALL PIPE AND FITTINGS WITHIN THE WETWELL SHALL FIRST SPAN ON EACH SIDE OF A CORNER POST ONLY. r C 13. PROVIDE AND INSTALL FOUR (4) ROTO-FLOAT, DIRECT ACTING HAVE RAPIDSEAL-HEAT SHRINK SEAL OR POLYETHYLENE SHRINK WRAPPED EXTERIOR COATING OR APPROVED EQUAL. 2. MINIMUM STANDARD PVC COATED Q (f FLOAT SWITCHES,. THREE SENSORS SHALL 31. ALL EXPOSED METAL, EXCLUDING STAINLESS STEEL OR ALUMINUM 1 BE USED FOR PUMP OPERATION AND A FOURTH SENSOR FOR HIGH _J WATER ALARM. FLOATS AND CONTROL SYSTEM SHALL BE LOW MATERIALS SHALL BE PAINTED WITH TWO (2) COATS OF EXTERIOR, Q _ VOLTAGE. INSTALL FLOAT CONTROLS AWAY FROM PUMP LEADS ENAMEL PAINT. AND OUT OF THE FLOW OF INFLUENT SEWAGE. Z Q V Q V I-- W THESE DETAILS ARE PROVIDED ONLY TO ASSIST IN NO. DATE DESCRIPTION BY CITY O ��,®t �[ 1 SCALE: ' ^ Q THE DESIGN PROCESS. ALL DESIGNS SHALL BE IN R F S rA ND�lZD lJ J ACCORDANCE WITH THE SPECIFIC ARTICLES AND E n�a SECTIONS OF THE CITY OF OCOEE'S MOST LIFT STATION NCB ES &FENCING DATE: / w Q CURR ENT UTILITIES SPECIFICATIONS. IT IS THE SUrILI-rIES DrL.Fr. U-rl LfrIES 12 06 Z ENGINEER'S RESPONSIBILITY TO OBTAIN AND USE rw DETAILS COEE PAGE N0: W O / r UPDATED VERSIONS OF THESE DETAILS SHOULD S 1800 A.D. MIMS RD, OCOEE, FLORIDA 34761 DErAILS 6 of O V THEY BECOME AVAILABLE FROM THE CITY. P 407-905-3100 F 407-656-7416 www.cl.ocoee.fl.us 6 U V- � C A EMERGENCY BYPASS CONNECTOR. SEE SECRON A -A ON 1HIS SHEET. FOR EXACT LOCATIO NO R1 O 7 NIN 8' * • �8•� �� 4" DIA HOPE PIPE CONFIGURATION SEE SPECIFIC SHE LAYOUT SHEET. AND I I VALVE VAULT SHEET. CAPPED NIPPLE AND V I TOR PRESSURE GAUGES) W ................................................................................... :.... WAN ............................. 0 w OUTLINE OF ACCESS OPENING PLUG VALVE CABLE HOLDER s 1 G * * VALVE BOX SHALL BE ENLARGED qq F CONNECT DIP TD HOPE FLOW EVER REQUIRED OR 4' DIA,VENT WITH VENT t�J HOPE WLIH 2 S0. SLAB PUMP STATION PLAN (DETAILS) VIEW II C OTC LL U Q IC, TRAFITC RATED ACCESS HATCH Wd6ET AND 9(' TURN UP 2" BELOW ACCESS NOTE 7, 18) RECESSED HND 'N 7, 19) B VALVE BOX INVERT ACCESS HATCH LO OPEN TRAFFIC DOR L PANE. -STANDARD FLANGED TIE U ELEV. Y . WOH CAP. AIACHEI TO LOCATOR WIRE EMT GRADIE 2' PLUG VALVE W/ NUT OPERATOR //•�� q2'M STAINLESS SEES. PRESSURE GAUGE WITH GAUGE GUARD '" LL Q POWER CABLE 8'O 2' DIA STAINLESS PET CDCK VALVE 8'HfaW DIIIY A . _­ 1 04' WIGA� ry�UFR��$EE. 2'MIN m JPI !LU v, 7• j l i LI J - �4.•. ' .,,,... 2 - 14 BARS FOR SHOWN RDT 0 WCHEEK VALVE DE AIMF RRY 2' PVC SCH. 80 PPE (-� N v� 1 1 2 FOOT FALL RAIN fORCOWN PAY LIEN CD LI- _ HIGH LEVEL. ALARM _ ELEV. X RAPOSEAL - HEAT SHRINK SUL OR EWAL, ON ALL JOINTS A9A1 1B LF HOPE ',: EEV. Z � LAG PUMP ON tlF/. W FLANGED PPE ONLY \�INCIDENIAL TO THE UFSUiION W z O 22FIEL T FLOAT CONTROLS �O a CONNECT DP TO NDPE LEAD PUMP ON ELEV. V 24' x 18' BY 6" THICK } O 3, CONCRETE SLAB AROUND VALVE BOTH PUMPS OFF ELEV. U AND STAND PIPE M W � The contractor is to coordinate the construction of GW O LOW LEVEL ALARMS E D. S M. T 3• RANGED CAM OLACK COLPUNG WTLH UG VE W NUT OPERATOR the lift station with the City of Ocoee Engineering 12' CAP and Utility Departments. The contractor will check 9' VE CUM MN GIAw. with the City to ensure the details on the plans s *8-12 OCEW MIN 3/4 DIA x 11" STAINLESS OI" are current. s1 EL ANCHOR BOLTS TO EXTEND 7 INTO a%F- 4' HOPE FDRCEMAIN PUMP STATION SECTION (DETAILS) VIEW LENGTH VARIES JK SECTION A -A EMERGENCY BYF CONNECTOR ii DESIGNED it ENGINEER'S CERTIFICATION FOR PUMP/STATION HYDRAULIC DESIGN THESE DETAILS ARE PROVIDED ONLY TO ASSIST IN NO. DATE DESCRIPTION BY �(� ,GALE: �K THE DESIGN PROCESS. ALL DESIGNS SHALL BE IN R CITY V ®�C��� SrANDARD ACCORDANCE WITH THE SPECIFIC ARTICLES AND E LIFT STATION MECHANICAL n DRAWN �a ATE: UrILIrIES r���r. WrILI-rIES 12,06 4-25-06 SECTIONS OF THE CITY OF OCOEE'S MOST COEE PAGE N0: DATE CURRENT UTILITIES SPECIFICATIONS. IT IS THE S ENGINEER'S RESPONSIBILITY TO OBTAIN AND USE N 1 UPDATED VERSIONS OF THESE DETAILS SHOULD S 1800 A.D. MIMS RD, OCOEE, FLORIDA 34761 DErAILS DETAIL SHEET OF THEY BECOME AVAILABLE FROM THE CITY. P 407-905-3100 F 407-656-7416 www.cl.ocoee.fl.US I! 6 C15 SHEET WETWELL AND FLOATS DATA PUMPING STATIONS DIMENSIONS ELEV AT CONST DIM A 8" MIN DIM B 6'-0" DIM D DIM E 24" MIN DIM F 30" MIN DIM G DIM H 48" MIN DIM K 48" MIN ELEV. S 114.00 ELEV. T 113.00 ELEV. U 115.00 ELEV. V 116.00 ELEV. W 117.50 ELEV. X 118.50 ELEV. Y 128.50 ELEV. Z 119.07 PUMP DATA PUMP NO: 1 MANUFACTURER: -FLYGT ; MODEL:- -3127 ; IMP: 483 DIA: 4"; MM. SPEED: 1750 RPM; DISCHARGE SIZE: _4 IN; VOLTAGE: 230 ; HZ: 60 ; PHASE: 3 HP: 10 MIN SOUD SIZE: IN; CURVE: 2 MANUFACTURER: -FLYGT ; MODEL- _3127 ; IMP: 483 DIA: 4"; MM. SPEED: 1750 RPM; DISCHARGE SIZE: 4 IN; VOLTAGE: 230 ; HZ: 60 PHASE: 3 HP' 10 MIN SOLID SIZE: IN; CURVE: 3 M MODEL: IMP; ; MM. SPEED: R GE SIZE VOLTAGE: ; HZ: ; PHASE: HP: MIN E: IN; CURVE: PUMPS OPERATING CONDITIONS RUNNING PUMP: PUMP 1 250 ; gpm 67 TDH ; qbEFF, PUMP 1 & 2 9Pm TDH XEFF. PUMP 1, 2 & 3 gpm TDH %EFF. 240 LIFTSTATION CONTROL PANEL INSTALLATION DETAIL STAINLESS STEEL NON -FUSIBLE CIRCUIT BREAKER TYPE MAIN POWER DISCONNECT 3" GALVANIZED GALVANIZED PIPE ((SCH 80) PIPE) CAP METER BASE------- WITH BY-PASS CONTROL 1 1/2' MIN PANEL MOUNTING BRACKET ENCASED IN CONCRETE N SEAL OFF MOTOR CONDUCTOR 01 CONDUIT 2" SCH 8 0 PVC (SEE NOTE 2) & PROPERLY SEALED AT ENDS. CONTROL CONDUIT 2" SCH BO PVC & PROPERLY SEALED AT ENDS. 2 COATS BITUMINOUS ASPHALTIC PAINT 4' ABOVE GRADE ALL THE WAY DOWN INCOMING) I ` SWEEP ELBOWS N ``J POWER 'D 2-10' COPPER CLAD 25 OHM MAX GROUND RODS MIN. 7' APART NOTES: 1. DRAWING IS SHOWN FOR 230 VOLT POWER SUPPLY. 2. POWER SUPPLY SHALL BE UNDERGROUND ON THE LIFT STATION SITE AND SHALL BE 3 PHASE FROM A 3 PHASE SOURCE ONLY. 3. PROVIDE TELEPHONE SERVICE LINE. 4. ALL WIRING BETWEEN FLOATS & CONTROL SHALL BE CONTINUOUS. 5. CONTROL PANEL SHALL BE NON -FUSIBLE STAINLESS STEEL THESE DETAILS ARE PROVIDED ONLY TO ASSIST IN THE DESIGN PROCESS. ALL DESIGNS SHALL BE IN ACCORDANCE WITH THE SPECIFIC ARTICLES AND E SECTIONS OF THE CITY OF OCOEE'S MOST T CURRENT UTILITIESSPEGFICATIONS. ITISTHE " ENGINEER'S RESPONSIBILITY TO OBTAIN AND USE N UPDATED VERSIONS OF THESE DETAILS SHOULD THEY BECOME AVAILABLE FROM THE CITY. DESCRIPTION BY CITY OF OCOEE UMRIES DEPr. 1800 A.D. MIMS RD, OCOEE, FLORIDA 34761 P 407-905-3100 F 407-656-7416 www.ci.ocoee.fl.us DUPLEX 240V CONTROL PANEL ENCLOSURE SUBPANEL LAYOUT MICROTEL 1000 DIALER 120V :I XFMR --=a_ I 120V oao 24V NEUTRAL DR8 CCB MCB ECB lingO ■ RC8 MB 1 M8 2 MS 1 MS 2 ❑ ❑ ❑ ❑ 0 C� OL1 OL2 R1 R2 R3 R4 R5 TB-1 TTS PUMP ® 111111111111111111111110 Ell K2 FLOAT RTU GND UPS 480 LIFTSTATION CONTROL PANEL INSTALLATION DETAIL STAINLESS STEEL NON -FUSIBLE CIRCUIT BREAKER TYPE MAIN POWER DISCONNECT METER BASE WITH BY-PASS 3" GALVAN ED r—� 1 1 /2" MIN --� MOUNTING BRACKET ► ► •�t INCOMING J —1— I SWEEP OW --y POWER �2-10' CO ER CLAD 25 OHM M GROUND RODS MIN. 7' APAR A G IS SHOWN FOR 480 VOLT POWER SUPPLY. SUPPLY SHALL BE UNDERGROUND ON THE LIFT TATION SITE ALL BE 3 PHASE FROM A 3 PHASE SOURCE ONLE TELEPHONE SERVICE LINE.RING BETWEEN FLOATS & CONTROL SHALL BE CONTINU S.OL PANEL SHALL BE NON -FUSIBLE STAINLESS STEEL STANDARD urILI71Es E)ErAILS DUPLEX CONTROL PANEL ENCLOSURE DEAD FRONT LAYOUT MOUNTING BRACKET LIFTSTATION CONTROL PANEL DETAILS ALARM LIGHT INTRUSION N RUSTCH ON 0 MECHANICALLY PL1 PM INTERLOCKED GENERATOR ;SE X X X — RECEPTACLE PL2 PL4 ISm mm m m ALARM Ru RL2 TLS ASB HORN Or O' ETMT ETM2 ° RESET BUTTONS FOR STARTER OVERLOADS POCKET PADLOCK BRACKET O no )14; ASB DOORSTOP RONT WITH LOCK ° FOR DEAD FRONT. MOUNTING BRACKETS NOTES: 1. OUTER BOX SIZE SHALL BE A MINIMUM OF 30"W X 42"H X 12"D OR AS APPROVED BY THE CITY. 2. FOR STATIONS WITH PUMPS RATED 20 HP OR GREATER, OUTER BOX SIZE SHALL BE 30V X 48"H X 12"D AND SHALL HAVE 2 LATCHES ON THE DEAD FRONT. 3. DRAWINGS SHALL BE REVISED FOR STATIONS WITH PUMPS RATED GREATER THAN 47 HP AND SUBMITTED TO THE CITY FOR APPROVAL. 4. PROVIDE EQUIPMENT FOR SCADA CONTROL CONNECTION. 5. ALARM LIGHT, HORN, SILENCE BUTTON AND GENERATOR RECEPTACLE ARE FOR VISUAL PURPOSES ONLY, EXACT LOCATION TO DETERMINED BY CITY. 6. THE OUTER DOOR SHALL INCLUDE A 3-POINT LATCH AND STAINLESS STEEL DOOR HANDLE AS MANUFACTURED BY HOFFMAN OR APPROVED EQUAL. 7. CONTRACTOR TO INSTALL FUTURE SCADA CONTROL BOX MOUNTED BACK SIDE OF CONTROL PANEL USE 3R.SS 24" x 24" x 10" STAINLESS STEEL ENCLOSURE. N/Af THESE DETAILS ARE PROVIDED ONLYTO ASSIST IN THE DESIGN PROCESS. ALL DESIGNS SHALL BE IN 2/08 ACCORDANCE WITH THE SPECIFIC ARTICLES AND SECTIONS OF THE CITY OF OCOEE'S MOST CURRENT UTILITIES SPECIFICATIONS. IT ISTHE ENGINEER'S RESPONSIBILITY TO OBTAIN AND USE OF UPDATED VERSIONS OF THESE DETAILS SHOULD 6 THEY BECOME AVAILABLE FROM THE CITY. LIFTSTATION GENERAL SITE PLAN UNSECURED 4' OF BEDDING ROCK WITH LIMITS OF SITE E LYEINYLENE FILM LINER DEDICATED TO OF OCOEE UN ROCK LIMITS OF LITY EASEMENT CONTROL PANEL 5' MIN (SEE CONTROL PANEL — INSTALLATION DETAILS) !' 6" TO 12" .4 - - VALVE VAULT WET WELL LIMITS OF 6" 5 CONCRETE SLAB ( IN) 5' B" 1 P.E. WATER SERVICE MIN 1hOSP IDT INCLUDING RPZ BACKFLOW DEVICE POLE MOUNTED FACET. ROW CON RETE 5' (MIN) N C/L — PUBLIC ROW 1. A TH�'DIM N SHALL BE EQUAL TO THE THE WET WELL 2. ENGINEER SH OVIDE A SCALED (1" = SITE SPECIFI�DEFAIL 3. C CTOR SHALL REFER TO SPECIFIC SITE PLAN FOR UFTSTA GEOMETERY AND GRADES. p7x?.;7131G';I The contractor is to coordinate the construction of the lift station with" the City of Ocoee Engineering and Utility Departments. The contractor will check with the City to ensure the details on the plans are current. RE NG MAN HOLE (REQUI NO GREATER THAN 25' M WET uNE .PVC 0 QUAL 6" Thick, 3000 psi Fibermesh Concrete o .• a 4­ a ^a o LIFTSTATION GENERAL SITE PLAN SECURED 9 OF BEDDING ROCK WITH POLYETHYLENE FILM LINER UNDER ROCK 6' BLACK VALVE VAULT ROW 5' (MIN) 119 C/L — PUBLIC ROW LIMITS OF SITE TO BE DEDICATED TO CITY OF OCOEE LIMITS OF UTILITY EASEMENT CONTROL PANEL (SEE CONTROL PANEL INSTALLATION DETAILS) WET WELL LIMITS OF 6' CONCRETE SLAB _r 1' P.E. WATER SERVICE INCLUDING RPZ BACKFLOW DEVICE POLE MOUNTED FACET. 2 - 6' SWING GATE RECEIVING MAN HOLE (REQUIRED) NO GREATER THAN 25' FROM WET LINW L PVC OR EQUAL NOTES: 1. A THIS DIMENSION SHALL BE EQUAL TO THE DEPTH OF THE WET WELL 2. ENGINEER SHALL PROVIDE A SCALED (1" = 20' MIN) SITE SPECIFIC DETAIL 3. CONTRACTOR SHALL REFER TO SPECIFIC SITE PLAN FOR LIFISTATION GEOMETERY AND GRADES. Centerline Driveway 6' 1 Varies Varies 6' Shoulder (See Plan) (See Plan) Shoulder .04 ft. 02 ft ft 02 fl ft. p_=n 1 mom Match 6" Subgrade Compacted to 98.E Slope (r)p.) Exist. (T}p.) Maximum Density (AASHTO T-180) TRANSVERSE SECTION CROSS SECTION LIFT STATION DRIVEWAY DETAIL CITY OF OCOEE N. T.S. S7ANDAR ) urILITIES DFT: urlLlrl,F�s 1800 A.D. MIMS RD, OCOEE, FLORIDA 34761 �rTgIW P 407-905-3100 F 407-656-7416 www.docoee.fLus RTU TERMINAL BLOCK PUMP 1 NLEVEEL RTU RUN OPOWER t _ 4 ¢ 1�1 O Ota4 (NOT) iHUW PUMP 22 PUMP 1 RUN INMUGON SWITCH 0 1__ �0--� I•--O B RLOW 26 R26 PFAILE PUMP 2 LEVEL STAffr PM o--� f--o `a oR2'---�-{ o---o`er i-LOW ALARM PUMP I AMMLT. ��0, E IN R1. 1 �— R12 R , �—* R 0�� R ! Q--�� 1 RT, 3 ��Q---� R32 LAGG PUMPMP� RUN PUMP 2 3 1�O IN AUTO �R3B THESE DETAILS ARE PROVIDED ONLY TO ASSIST IN NO DATE _ DESCRIPTION .—_ BY _ I THESE DETAILS ARE PROVIDED ONLY TO ASSIST IN O. DATE DESCRIPTION BY THE DESIGN PROCESS. ALL DESIGNS SHALL BE IN R •' • _ _ CITY OF OCOEE A � jD �T - N/A I �( ACCORDANCE WITH THE SPEGFICARTICLESAND e '� Sr7"7: V C.17"1�1.� oA R — _... CITY O� OCI.%�� V €'.ACCORDANCE WITH THE SPECIFIC ARTICLES AND c SECTIONS OF THE CITY OF OCOEE'S MOST L urzr,zrl�s ���r. �/ '/� 240 DUPLEX CONTROL PANEL 12/06 EV - Sr�N���� 4LrIR..•J.rIES 'SECTIONS TI THECITYOFICTIOSMOST 1 7 TII 77ES /r TPr CURRENT UTILITIES SPECIFICATIONS. IT IS THE s A� ,CURRENT UTILITIES SPECIFICATIONS. IT IS THE s l�L T J. (,,,j, T J. Z.J ETPr. /'YT 1 TrT�(` ENGINEER'S RESPONSIBILITY TO OBTAIN AND USE N 1800 A.D. MIMS RD, OCOEE, FLORIDA 34761 FRONT AND SUBPANEL LAYOUTS 'ENGINEERS RESPONSIBILITY TO OBTAIN AND USE o l+L 1. L.L .L J UPDATED VERSIONS OF THESE DETAILS SHOULD a DE I, C OF > UPDATED VERSIONS OF THESE DETAILS SHOULD ; 1800 A.D. MIMS RD, OCOEE, FLORIDA 34761 � r�I� THEY BECOME AVAILABLE FROM THE CITY. P 407-905-3100 F 407-6$6-7416 WR/W.CI.000CC.1:1.115 r' W 6 THEY BECOME AVAILABLE FROM THE CITY. T 407-905-3100 F 407-656-7416 www.docoCC.flms GENERAL SITE PLAN LAYOUT PUMP STATION COMPONENT LEGEND AB — ALARM BELL MS _ MOTOR BREAKER ACFL _ AIR COMPRESSOR FAIL LIGHT MC _ MINICAS ACR _ AIR COMPRESSOR Er MCS _ MAIN CIRCUIT BREAKER ACTS _ AIR COMPRESSOR TERMINAL STRIP MD _ MOISTURE OETECTOR AOR _ AUTO DIALER RECEPNCAL MS _ MOTOR STARTER AN _ ALARM HORN NC NORMALLY CLOSED AL _ ALARM LIGHT NO _ _ NORMALLY OPEN ALT _ ALTERNATOR OL _ OVERLOAD AIMS _ ALTERNATOR MODE SWITCH PCU _ PUMP CONTROL UNIT ASS _ ALARM SILENCE BUTTON PFL _ PUMP FAIL LIGHT ATS _ ALTERNATOR TEST SWITCH PFT PUMP FAIL TIMER AV _ AIR VENT PL _ _ PILOT LIGHT CCB _ CONTROL CIRCUIT BREAKER POL _ POWER ON LIGHT CT _ CURRENT TRANSFORMER PM _ PHASE MONITOR CVLS _ CHECK VALVE LIMIT SWITCH PS _ PRESSURE SWITCH DPDT _ DOUBLE —POLE, DOUBLE —THROW R — RELAY DR _ DISABLE RELAY DUPLEX RECEPTACLE BREAKER ROB _ REMOTE TELEMETRY CIRCUIT BREAKERORB DS _ _ DOOR SWITCH RL RTU _ RUNNING LIGHT _ REMOTE TELEMETRY UNIT ECB _ EMERGENCY CIRCUIT BREAKER SC SURGE CAPACITOR EIM _ ELAPSED TIME METER SDR _ _ STATION DISABLE RELAY F FB _ FUSE FUSE BLOCK SMC _ SMART MOTOR CONTROLLER FL _ _ FLASHER SPM SS — SINGLE PHASE MODULE SAFETY SWITCH FR FS _ FLOAT REGULATOR FLOW SWITCH SSOL — _ SOLID—STATE OVERLOAD FTS _ _ FLOAT TEST SWITCH T TB _ TERMINAL — TERMINAL BLOCK GFOR _ GROUND FAULT DUPLEX RECEPTACLE TD — TIME DELAY GND GR _ EARTH GROUND GENERATOR RECEPTACLE TDODE _ THE DELAY ON OE—ENERGRE HLA _ _ HIGH LEVEL ALARM TDOE TOR _ TIME DELAY ON ENERGIZE _ TIME DELAY RELAY HLR _ HIGH LEVEL RESET TI _ TROUBLE LIGHT HOA _ NAND —OFF —ALTO SELECTOR SWITCH TLS _ TROUBLE LIGHT SWITCH ISR _ WTWNSICAI.LY SAFE RELAY TPDT — TRIPLE —POLE, DOUBLE —THROW LA _ LIGHTNING ARRESTOR 775 _ THERMAL TERMINAL STRIP LLR _ LOW LEVEL RESET XFMR TRANSFORMER LTS _ LAMP TEST BUTTON _ DUPLEX SYSTEM WITH TELEMETRY - 230V/3PH Z � w O E U V LRJ a a to Lu 0 0 o rn 4 Q. 0 0 LLB o Q N C5 N C_ U C Q r n V J z<U QE--U N/A 12/06 v J Q65 N NO: 3 OF 6 W z a W0U O�� U Q O C C 0�C C L U Q C U J W J n C U C >= 6 _z W r � W � � z_ a z � W z C O m V JK DESIGNED JK DRAWN 12-19-06 N/A DATE TW 12/06 5a C16 OF 6 SHEET IRRIGATION LEGEND: o HUNTER PROS-06 POP-UP SPRAY W/ 15' NOZZLE (ARC AS NEEDED) ❑ HUNTER PROS-06 POP-UP SPRAY W/ 12' NOZZLE (ARC AS NEEDED) o HUNTER PROS-06 POP-UP SPRAY W/ 10' NOZZLE (ARC AS NEEDED) N HUNTER PROS-06 POP-UP SPRAY W/ 8' NOZZLE (ARC AS NEEDED) o HUNTER PROS-06 POP-UP SPRAY W/ 15' STRIP NOZ. (ARC AS NEEDED) ® HUNTER PROS-12 POP-UP SPRAY W/ 15' NOZZLE (ARC AS NEEDED) ® HUNTER PROS-12 POP-UP SPRAY W/ 12' NOZZLE (ARC AS NEEDED) ® HUNTER PROS-12 POP-UP SPRAY W/ 10' NOZZLE (ARC AS NEEDED) m HUNTER PROS-12 POP-UP SPRAY W/ 8' NOZZLE (ARC AS NEEDED) m HUNTER PROS-12 POP-UP SPRAY W/ 15' STRIP NOZ. (ARC AS NEEDED) ® HUNTER PGP-ADJ PART CIRCLE ROTOR W/ #4 NOZ (ADJ. ARC) ® HUNTER PGP-ADJ PART CIRCLE ROTOR W/ #5 NOZ (ADJ. ARC) ® HUNTER PGP-ADJ PART CIRCLE ROTOR W/ #6 NOZ (ADJ. ARC) ® HUNTER PGP-ADJ PART CIRCLE ROTOR W/ #7 NOZ (ADJ. ARC) ® HUNTER PGP-ADJ PART CIRCLE ROTOR W/ #8 NOZ (ADJ. ARC) 0 HUNTER PGP-ADJ PART CIRCLE ROTOR W/ #9 NOZ (ADJ. ARC) 0 HUNTER PGP-ADJ PART CIRCLE ROTOR W/ #10 NOZ (ADJ. ARC) DENOTES USE OF FULL CIRCLE ROTOR (360° ARC) HP DENOTES THE USE OF HUNTER PGH-ADJ SHRUB ROTOR HUNTER ICC-2400-PL HYBRID IRRIGATION CONTROLLER OC (SEE IRRIGATION NOTES FOR INSTRUCTIONS) • Q MINI-CLIK #502 RAIN SHUT OFF DEVICE (SEE NOTES) ® HUNTER ICV-FS SERIES 24 VOLT REMOTE CONTROL VALVE ® TERMINATION POINT OF SPARE WIRE FROM CONTROLLER N ISOLATION GATE VALVE - LINE SIZE ® POINT OF CONNECTION - 1.5" REUSE IRRIGATION METER (60 GPM AT 60 PSI REQ'D) ----------- PVC SDR-21 200 PSI "PURPLE" SOLVENT WELD MAIN LINE PIPE SIZED AS INDICATED PVC SDR-26 160 PSI SOLVENT WELD LATERAL LINE PIPE (TO BE SIZED NOT TO EXCEED A VELOCITY OF 5 FPS / MAX. PSI LOSS IN ZONE LINES NOT TO EXCEED 10% OF OPERATING PSI) MINIMUM PIPE SIZE TO BE 3/4" ® PVC SCH 40 SOLVENT WELD SLEEVE PIPE - SIZED AS INDICATED x HUNTER PCB-10 BUBBLER ON PVC FLEX PIPE 0 W n_ UD 0 0 N \ N rn 3 C 0 D_ m a 0 U 0 J : LI-I EL It N I 0 0 v a. _ CD E 0 It 0 0 N / rn m cn / c 3 O 0 0 BACKFLOW DE WYE STRAINER BRASS NIPPLE _T BALL VALVE DIELECTRIC N UNION CONCRETE PAD FINISH GRADE z GALV. NIPPLE _ LENGTH AS REQ'D 00 GALV. ELBOW — FROM P.O.C. TO IRR. MAINLINE BACK FLOW P R EVENTO R 2' m HUNTER PROS-12 z SCH. 40 PVC MALE ADP. 1/2" SCH. 40 PVC PIPE SCH. 40 PVC ELL ISCH.40 PVC FITTING FTO LATERAL LINE /-7f' WALL OR STRUCTURE NYLON TIES LANT MATERIAL 0/,\ _U t - FINISH GRADE 5 REAAR STAKE L NGTH A5 REQ'D MIN. 24 BELUUW GRADE 1/2" KAF-FLEX PVC HOSE - 18" MIN. SHRUB SPRAY HEAD PVC SCH 80 90 ELL HUNTER ICV-FS SERIES VALVE 12" RECT. VALVE BOX W/ PURPLE LID FINISH GRADE —f WIRE CONNECTORS TO SPRINKLERS 3" GRAVEL SUMP PVC SCH 80 NIPPLE CONTROL WIRES PVC MAIN LINE SCH. 40 PVC FITTING T}� z_ 1 m M REMOTE CONTROL VALVE TREE BUBBLER 1/2" MALE ADAPTER FLEX PIPE 10" ROUND — VALVE PIT W/ PURPLE LID FINISH GRADE - T-113 GATE VALVE 10" PVC SLEEVE SCH. 40 PVC - MALE ADAPTER PVC MAIN LINE _z OD 3" GRAVEL SUMP ISOLATION GATE VALVE CURB OR WALK — I FINISH GRADE — 7 HUNTER PROS-06 POP-UP SCH. 40 PVC STREET ELL - N IrONHLATERAL LINE FITTING / "m PVC IPS FLEX PIPE 18" MIN. TURF SPRAY HEAD yr _�tc;IIVN 7-22-28 UKMGE COUNTY TRUCKNG FACII,1'1'Y 10' WIDE LANDSCAPE EASEMENT_�- (NOT PLA TIED)OWNER; � -�� _—_ _ - S.86 49 48 W. i v nN�'R CHEVRON LCO HARRL90N RiCHARD �3T _ - 1281.34 � � _ � _ - _ - - - - - - - - - — _ - - - - --I SWmlq ' 1 4 OF l l - O,_ — .y1 .. `•� — — — — — — '- 2 —PINES —� ' OF SEC710N 7-22-28 - �' �''3�"-- L'�'�"� _ L� — — — — — — 10' Add CAI - nor gA>TEo) --ate- =- -� - �'� - - I 128.5 3 2 3 3 3 4 35 3 6 - 3 7 R I 30 31 N ti N o , `D E i t 123.75 I' 24 Z 25 26 N 27 ti 28 29 o N o o q Qt I o cp Wwe �N I 121 I Ur W � 2 P LQ to y o OEM o z Q *; I -- tt2 RETENTION I� ��, _ ' V h f0 ___ TRACT „A„ I I 83' _ so' so' 60' so' _ _ so' f/] _ 1 \ o t ,6 PI 6 0 60 60' - _ _ _ .-...__........_ -...- _ �_.......... ....._-... O 3 2 " s 60' ---- --- _.--._..... - cnI _....__.....:. _......-. i ' 00 39+00 �.-. P' w 23 » +o _ � � ROAD 38 ----r- --{-- ' h ,:.. 35+00 36+00 A 37� 0�",,,,{- '' :-YFt�Et4-'--'f-•----�`_ - 6' WIDE S WAL I u') K� 3a+oo + r--- --t- --+ = - �--- M+ -- -T CONN LIJ �gE�N--3 121 _..... p t. O 6 OUTDOOR O 123.7560 0 60 oo 120' -� 6MEETING 4 70' SPACE POND ACCESS 2-RAINTREE / nI, O J1 Do TRACT "C„ _..------ 128, 5.. - NTREE 1-•-.._... _ � -_ a •S� - O 6o fi0 2 2 � - �i '8•RAINTREE �9 � W I 5 (Q 5' 60' 60' 60' rn PROPOSED IRRIG. I o CONTROLLER 120•+° ' 49 48 45 44 w 43 42 41_ 40 ti ,o O ' PICNIC TAB ES _, I 4 7 E, 4' 6 � � � V 10' WI E LANDSCA E/ � 3901 „ „ 53 52 0 51 50 0 2 1 �� T I PVC F NCE EASEM NT 38y , LIFT STATION ' 70 C �E80 ti o 0 0 6 HIGH RICK WALL TRACT 8 � � � ro .� � (SEE TY ICAL REAR ARD � . I J (FUTURE o o�„ BUFFER SECTION DE AIL SEE DETAI -SHHET L2 LS DEV. TRACT) ° ' PROP.RAIN SWITCH � ,. - - 10' ON SHEET L1) - - - � �] ....... 10' -- - - n i y •.,g� _ g I PROP. IRRIG. _----------- ,n !� 19 METER Uo : 5 1 _,-.....6Q — _.............. ti.� :,.7 _...._......._......_:r. r':y,.. _. _........1. ._.... �. 16 RAINTR'+..'—^'"^^•I^ '•15, �.°' 24F-•P t: fW{dtk�.-�-1.._..... _,•--...� dd'I. S•.�_......✓� v h--- -L �ytdth _J L - ..:....:....._-. 13 _ �- •••_---..__...�__.. + F - ROAD __-........I .............. - 20 , 12 - ..-......__-+_...-_...._..+-; �, . EXTENSION me - ece & A 3+ .79 --•. wu RS T / ........... - _ ,ram ....�,......_._ .. . 0 L 60 660 00 ..-...... _ 625 t ENTRANCE IGN 30•RN so' so i: f: I SEE DETAIL H. L2 I O TO BE REMOVED ~ ,F6' HIGH BRI K WALL I ° EE DETAIL- HHET L2 I 10' WIDE ` � I 5 I _ �� OPEN E o 2 0 19 18 17 16 w 15 14 N wl /' `; I� �, 10 9 $ ; 6 4 3 2 1 I EASEMENT _ I - 13 w 12 �, 1 1 w n J � 1 ' w n` rn I `l a"8IR N •e I JJJ1.. J .18bAK � I TEMP RARY CUL-DE-SAC. TO BE ABANDONE� _ so' io s5' -' - - _ _ _ �--- TO 8E RE OVED 10' � 1 I ' 65'_ ` (ki WHEN WORST ROAD IS EXTENDED TO THE WEST S.88 47 28 E. 6 5.96 M r -- _ — —� — (LO? 54 TO REMAIN AS FUTURE DEV. TRACT _ _ _ _ _ _ _ _ UNTIL IWURST ROAD IS EXTENDED TO THE WEST) S.O19t'04'43"W. —1 10�--=° _ _ .. _¢p� — — — — — — — — — — — — 60' 60' 10 6p'_ _ _ 60 - _ 10' 10' WIDE OPEN SPACE EASEMENT - - - - — - 0 I- I ZONING Al 16•PlNE - ORANGE COUNTY �"LESS-OUT PORTION" NE OF SE UNDEVELOPED N 3/4 OF SECTION 7-22 1/4 22-28 1/4 S.89'55'17"E. 617.87 OF SECTI10' WIDE OPEN SPACE EASEMENT xts . nvfwpR• TERRY MASK (NOT PLATTED) IRRIGATION NOTES: 1. Irrigation system design requirements: 60 GPM 0 a minimum of 60 PSI at the point of connection. The Irrigation Contractor shall verify the available GPM and PSI prior to installation of the system. 2• Do not willfully install the irrigation system as shown on the drawings when it is obvious in the field that conditions exist that might not have been considered in the design process. For example : obstructions, grade differences, water levels, dimensional differences, etc. Refer to the Landscape Plan to avoid conflicts with proposed trees or shrubs. 3• Piping may sometimes be indicated as being located in unlikely areas: i.e., under buildings or pavement, outside of property lines, in lakes or ditches, etc. This is done for graphic clarity only. Whenever possible, piping is to be installed in open, green" areas. 4. If required, the Irrigation Contractor shall provide the necessary "Right of Way" use permits. 5, Pipe sizes shall conform to those on the drawings. Substituting with s pipe sizes will not be permitted. maller 6• Mainline is to be installed with a minimum of 18" depth of cover. Lateral lines are to be installed with a minimum of 12" depth of cover. 7• Unless otherwise indicated, all sleeves are to be PVC Sch 40 and two (2) nominal sizes larger than the pipe to be sleeved. For example: The sleeve for a 2" pipe shall be 3". No irrigation sleeve shall be smaller than 2. 8• Wherever practical, install valves in mulched beds and/or out of high traffic areas. All valves flush valves and wire splices shall be installed in Carson structural foam "plastic" valves boxes with "purple" lids as follows: Remote Control Valves 1419E-12, 12" std. rect. box Isolation Gate Valves Wire Splices 910-12, 10" round pit #910-12, 10" round pit 9• Refer to Valve Designation Symbols for controller, station number and designed flow rate for each remote control valve. 10. All 24 volt control cable to be UL Listed, single strand, type OF 600 Volt control cable. Size and color as follows: Common Wires - size AWG #12 or larger and WHITE in color. Hot Wires - size AWG #14 or larger and RED in color. Spare Wires - size AWG #14 or larger and BLUE in color. 11. All splices to the 24 volt control wiring shall be made with King Technology (King 6) silicone -filled safety connectors. 12• All control valve wires shall be bundled and taped together at 20' intervals and placed along the side of the mainline pipe. 13. All pop-up sprinkler heads shall be installed level and flush to grade. Mount all sprinklers on flexible connections as follows: 1/2" inlet spray heads 3/4" inlet rotor heads 18" of Heavy Wall PVC IPS Hose 18 of Heavy Wall PVC IPS Hose 14. The tops of all shrub sprinklers shall be installed 12" above the height of the surrounding plant material. For plant heights of 12" or more, support the riser with a #5 rebar stake and nylon cable ties. All risers shall be placed a minimum of 12" from any sidewalk, edge of pavement or structure. 15. Location of all sprinkler heads shall be site adjusted to minimize water overthrow onto building surfaces and walkways. Throttle valves on spray zones as required to prevent fogging. 16• Install drip tubing at grade and cover with mulch. Typical spacing for drip tubing is 18" to 24" on center. Spacing to be determined by plant layout. Refer to Landscape Plan. Anchor tubing every 7' with 8" long wire tubing stakes. Install flush valve assemblies at all tubing "dead ends". Install air/vacuum relief valves at "high points" of every section. 17• Exact controller location(s) shall be coordinated with an Owner's Representative prior to installation. Unless otherwise stated, the Owner shall Provide 110 volt power to the controller location(s). The Irrigation Contractor is responsible for the connection from the power source to the controller(s). 18• Install a separate TE/120VAC-15A1 surge arrester to the incoming (110 volt) power supply to each controller. Properly ground each controller to a 5/8" x 8' copper clad ground rod with AWG #6 bare solid copper wire. A proper ground should have ohms or less resistance to earth. Use of achieve the desired resistance reading. multiple ground rods may be necessary to 19• The rain shutoff device shall be installed to meet local codes and/or minimum manufacturer's recommendations. Obstructions, vandalism and ease of service shall be considered in locating the device. All wiring between the rain switch and the irrigation controller shall be enclosed in 1/2 PVC electrical conduit. 20. The IRRIGATION CONTRACTOR shall prepare an AS -BUILT drawing on reproducible paper showing all installation that deviates from these drawings. The AS -BUILT drawings shall locate all main line piping, control wires and valves by showing exact measurements from hard surfaces. 21. Any other equipment required that is not other wise detailed or specified shall be installed as per manufacturer's recommendations and specifications. 22•. All irrigation pipes will be purple in color. The first 12" of risers coming out out of the ground will be purple with the remainder painted black. V) z O w ry ry 0 C/) Ld (f) I— ry � a CIO n W CJ'- Q zn- 00 oz Q �- �w� ryQ� � o U W LL O f r� V o z � V -- W LL1 _z U �_y 0-)m 00 z o � 0 d- y JK DESIGNED ---------- JK DRAWN 4-24-06 DATE /I SHEET F_ 0 w a_ cD Eo 0 6 r` rn IL 0 0 a 0 U C 0 -1 a N I 0 0 N `v a- E 0 �r N I 0 0 i Cn c Y 0 rn c �3 0 n HOME NOTE 6' Minimum Buffer Wall Height Measured From The Finished Grade On Which Ever Side Of The Wall Is Higher, Front Or Back. NOTE-.- Wall will be Loco at least 5 feet from the Rlght-of-Way Prop. R/W Line Exist. R/W Line 25' Setback 10' Easement Line 15' Setback 10' Wall & From Wall I Landscape Esmt. Live Oak or - ( .400 LAKEWOOD AVENUE R.O.W. Youpon Holly Ligustrum Ire 6'--0" Brick Wall -� (See Detail -Sh. L2 SECTION 25' 1 25 1 25' 25' Yaupon Live Ligustrum ally Oak Tree Shrub Wall/Esmt. Line PLAN TYPICAL BUFFER SECTION ALONG LAKEWOOD AVENUE Not To Scale GUN1Ntr 111AK"' CITY OF OCOEE UNDEVELOPED IWNER: CHEVRON LANDI -Const. 6' Wide 4" Thick 3000 psi Conc. Sidewalk LANDSCAPING KEY KEY QUANTITY BOTANICAL NAME COMMON NAME SIZE QVL 31 Quercus Virginiano Live Oak 14' Ht., 100 Go. Container, 8' 10' Spd., 3" DBH 6' Clr. Trk. QVS 18 Quercus Virginiana Live Oak 8-10" Ht., 50 Ga. Container, 6'-80' Spd., 1-1/2" DBH 4' Clr. Trk. IV 43 Ilex Vomitoria Yaupon Holly 11' Ht., 65 Ga. Container, S S LA 51 Ligustrum Tree 6' Ht., 6' Spread, Multi —Trunk, w 30 Ga. Container. ( VO 960 Viburnum odoratissimum. Sweet Viburnum 36" Ht. at Planting, 21"-24" Spd. 3 Go. Container, 30" O.C. ® 100 Conferedate Jasmine Trachleospermum 24" Triangular Spacing, 1 Ga. Container jasminoides QV Proposed Planting Symbol Species Key 20 Quanity Note: In addition to the Landscaping Shown Hereon, All landscaped areas irrigated on this sheet are to irrigated Street Trees (on each lot —within 5' of R/W) and Lot and maintaned by the Lakewood Estates POA. The Trees Will Be Provided in accordance with Condition of landscaping shall be irrigated with a timed, jautomatic Approval # 45, See Sheet C2. Maintenance and Irrigation underground system utilizing pop—up heads whenever possible. of these trees will be the responsibility of the individual lot owner. LANDSCAPE TABULATION LOCATION PROVIDED 8 SHADE TREES EAST FL (500) 27 UNDERSTORY TREES 200 SHRUBS NORTH R ADJACENT TO 18 SHADE TREES LOTS 22 THRU 37 (900) (1-1/2" dbh) 362 SHRUBS POND PERIMETER (920) 19 SHADE TREES 60 UNDERSTORY TREES 3 SHADE TREES LIFT STATION / OUTDOOR 11 UNDERSTORY TREES MEETING PERIMETER (300') 10o SHRUBS 100 GROUNDCOVER PLANTS REAR YARD BUFFER BEHIND 288 SHRUBS LOTS 38 THRU 49 (720) & SW14O NE CO �s SW 1 4 OF NE 1 4 I _ OF SECTION 7-22-28 ��-.�Q�,y��•��� (�{�f (NOT PLATTED) zmm 1 _128.5 z 123.75 \I � N a � N o 0000 112 owv4 � d'1 RETENTION oze „ West Property Line 10 ' Min scope t 5 ' Maintenance Berm Live Oak or Yaupon Holly or Llgustrom Tree HOME Pond Slope 25' 1 25' 1 25' 1 25' �Yaupon Live Ligustrum ally Oakcxx�rA7�_\ Tree Edge of Pond PLAN Maintenance Berm TYPICAL SECTION FOR TRA CT "A " WET POND N.T.S North Property Une 10 'Min. Landseo e/ e Residential Lot Buffer I 1-1/2' Live Oak 50' 0.0 ADJACENT TO LOT 24 THRU 37 N.T.S — 25' Setback Easement Line 10' Fence & Landscape Esmt. I I 6' Tan PVC Fence with Matte Finish (See Detail-Sh. L2 R/W Line I WURST ROAD EXTENSION R. 0. W. SECTION Proposed Shrubs to create 36" High, 36" Wide screen with 90% opacity within one year of planting. TYPICAL REAR YARD BUFFER SECTION ALONG WORST ROAD EXTENSION No t To Scale NOTE: THE WALL AND ENTRANCE SIGN TO BE PERMITTED SEPARATELY THRU THE BUILDING DEPARTMENT. DETAILED STRUCTURAL DRAWINGS, SIGNED AND SEALED BY A STRUCTURAL ENGINEER WILL BE SUBMITTED AT THIS TIME BY THE ONWER. O i U Ct W o 0 0 0 c� o 0 0 o. 4 0 0 � o ~ � N Q N I O N z ��� iwtw�••�r••ww•a����e�•r�-�rwww-�;xff�w;,t-�ws�r•�R,.w�w•�„"„ /' — • i • ' u• � - • • . .. �r,w+twe•�:'cw* �a'Ir•rr•����; rs,���}�•r�rw•�•re✓w:°��� ' ' "D- FU • .: — •+;cowMriFli/1wi111,4'�#il*1i��11i }r+�►ii. � r � - 'IGH OF— ' _,r�rw•�ww��.•;wf�ww�swaww�•-; i '.. ? R/W 00 wwset twigyuwf �';�rww+tww• •rw.,=•xwwa�r�ww� ;a iwww; �,�ww� ;;WIDE WALLILANDSCAPEI W16' HIGH BRICK . N o C) I FACE OF THE WALL SHOULD 2 6 2 7 ti 2 �� Na 2 9Ci BE NO CLOSER THAN 5 FEET 2 4 25 0 10' $ I FROM THE R/W &, HIGHEST W rIn 1 Q i GRADE, FRONT OR BACK n Q 60 _............. ..... Q OF WALL. Q O Z 60' — — _ __ 6...°.--- -----60-- _ _....- WALK � 6' WIDE CONC. SIDE :;,: - 60,®"...ALONG LAKEWOOD — — —0 3: ;.; ...._......._....._...... — N TAGS _ _ .... ' 60' _ 2 is PI s—•����-� � 39+00 0 10 c > _ �_ _..._...._..... 40+0 LLJ _ TRACT A 6 _ - _...._......._... -- 6 WIDE AL (I� d _....._.. - 3a+ 0 —+--- K haw 3 37+ �� �_-----r CONNECT o ; _.....__........ A W 1.. , A (� �.. o w Z w oo RO II,'' _ A} z O 2 h 35+00 t----� ORANGE COUNTY o___-_ i__ , ........._......... z �+ _ _ - 3 —...t , 2 3 ....._ I ZONING R2 _. _ - 60 :::.. ,,,:.:...,.,. � 1 N SF RES. 1 _ - - .. „r.�... •..> �� ;' I U I VARIOUS OWNERSQn Q 60 00 ............. ...._,-..._... _ .:.,.:. '12"R AINTREE LO tiu 123-75 OUTDOOR 120' 70' 60 Q Q9 - MEETING ��' �8'RAINTREE 99 W ACCESS ' SPACE POND AC 128.5 , j�.� RAINTREE �,:, _......._. 6D 2 2 f..,i s 0 �.,j w I TRACT C r...___. 60 O O 42 41 4 40 ti 'o U 3i 25' 60 60 0 « ; 4� 45 44 43 �'- 39 COI QUL 1 M 49 46 w w 10 WI E LANDSCA E/ 38 z LA 43 31 120 4-7 PVC F NICE EASEM NT If`o' Q PICNIC TABLES 51 6' HIGH RICK WALL N ti 1 (SEE TY ICAL REAR ARD SEE DETAI — i I J I BLOCK 13 270 sf GAZEBO N3 o 5 0 0 �, 1 i S H H ET L2 i p" U LIFT STATION 5 4 5 3 5 2 0 5 1 2 1 0l BUFFER SECTION DE AIL I NORTH OCOEE ADDITION NO. 2 TRACT "B" N o i `I, I 10' ON SHEET L1) 10' // I (PLAT BOOK "O'; PAGES 69) (FUTURE I . _......_.... 0�5c'�5 CRSC C LS DEV. TRACT) , %., ...... _..... — — — — — — — — — — — [� 5, ; :..$,< t ;<............._....._......... ... 19 20 220' Decel & Add'i S a e ' o RST try1 64.. - - - _ ... _ _...._. ._...............-....... ---- ._.� .- __.....-... - ---+ - - - W 60 17 /� Width - 2 6 _ _ +�®— ' l .<... I 16"RAINTREE Wid {�r/dt/i s ...... -. _ 60 _ t 18 :r / _— tr — — — L, :a:xi ..... .., 1 ; LO.. .,,,, ......_... 15 , CV WORST ROAD EXTENSION U �... �.. -t-�+�dt�a"� ' ..............._ ... �,--.....+,�-- Width .. 12 .. ....... _... .. ... ,;.. .... �.., , ... ,.,:� ^PCs ..�J W�. f. f f • ..:.. ...L ':Yin ......_._. ...._._. .._..... ... _ �.. _.. _ 0 - 1..... ......... ......... —� - 0 r. ,. 7 � ®. 0 r: 60 r, .. 2.5 ...................... -- �,......__............. _ o N 60 77 TO BE REMOVE bU'_ I r 30"PIN I ' ( —� t' C,a o� Oo 1 0 00 00 N L J 10' WIDE w Nlz,�1 1 OPEN SPA C o 20 19 1 8 17 1 6 w 15 14 _ 1 3 w 12 EASEMENT I i 1Q i `—•---- — — — — ---� ---- ---- I 5� 68 60' 60' ---�, ----- ----- -- -- 60' 10 • ---- TEMP RARY CUL-DE-SAC. TO BE ABANDONE� ______________ WHEN WURST ROAD IS EXTENDED TO THE WEST S•88r47'28" E. 665.96■ "' T; � - _ _ _ _ _ 60' 10� 60_ 60' 60_ 60 "-1 60, 60' 60' 60' 32. ENTRANCE IGN SEE DETAIL SH. L2 6' HIGH BRI X WALL SEE DETAIL— 3HHET L2 5 4 3 2 1 i� a� N rn rn rn N rn r. Wv 4.: H A p 6—OAK TO BE RE �ED 10' A R I+ ' - 60' 10 - 60' - - 60' - 60' - - _ 72.5' dd'l /w : � It I n O OI I CD 0 I OI I � � _■ (, Oi — Fy m IBLOCK �( I NORTH OCOEE ADDITION NO. 1 "0", w (� �1I (PLAT BOOK PAGES 68) "R2" z (� I ZONING _ 00 I ■ I ORANGE COUNTY r SF RES. z J VARIOUS OWNERS I Ld z O I O,� (1 6' WIDE CONC. SIDEWALK >_ =O d- B • �I I ALONG LAKEWOOD m I AVENUE FRONTAGE ry FICUS I ] 10' WIDE WALL/LANDSCAPE/ _ I SIGNAGE BUFFER EASEMENT I~ W/6' HIGH BRICK WALL 10 „ JK (LOT 54 TO REMAIN AS FUTURE DEV. TRACT � 5.01® 04 43 W. i 16"PINE r ' " I TRACT D — FUTURE DESIGNED UNTIL IWURST ROAD IS EXTENDED TO THE WEST) 1n I"l/n LANDSCAPE NOTES r� `'r•"-A1T 10•76 nD ZONING " STY .; LESS -OUT PORTION" � �A S.89 55 17 E. 617.87 I RIGHT—OF—WAY 10 WIDE OPEN SPACE EASEMENT 2 ' xis - h 1 t. �d All Landscaping Shall be in accordance with City of Ocoee Landscape 6) All planting shall be done by qualified individuals and in accordance 9) In addition to the Buffer and Tract Landscaping, Each residential lot shall I I JK & Arbor Ordiances. with accepted commercial procedures. have a minimum of three (3) trees per lot, and one street tree with a minimum 1 ■ 2) All plant material shall be Florida Fancy grade or better. 7) Proposed Shrubs to create 36" High, 36" Wide screen with 90% opacity size of 10 ft. in height and 2 inch diameter at breast height '(DBH), EXISTING TREE LEGEND within one year of planting. DRAWN 3) All planting beds shall be covered with 3" minimum of cypress mulch. 10) All required yards shall be sodded with St. Augustine Floritam� 8) The Developer Shall Provide All Landscaped Areas With An Appropriate Irrigation �( 16" Oak =DENOTES 16" OAK TREE 4-24-06 System. Landscaped area shall be irrigated with a timed, automatic underground TREE TO BE REMOVED DATE 4 All areas disturbed by construction shall be sodded/replanted appropriately when outside the site. system utilizing pop—up heads and/or tree bubblers, etc... Said System Shall Provide At Least One Outlet For Irrigation Water Within One Hundred Fifty 5) All plant quantities indicated above are approximate. In case of (150) Feet Of The Plant Materials And Provide 100% Irrigation Coverage. i Q TREE TO REMAIN L I discrepancy the quantity key shall govern. NOTE. ANY TREE NOT INDICATED TO BE REMOVED IS TO REMAIN SHEET Li m O_ CD 0 N cn a_ 0 0. 0 0 In '0 N 0 0 N a_ r_ CD I= 0 't N 0 0 rn 1-11 El 107 NOTE: STAKE TO FIRST BRANCHES AS NECESSARY FOR FIRM SUPPORT WIRE SHALL NOT TOUCH OR RUB ADJACENT TRUNKS OR BRANCHES 3" MULCH FORM SAUCER WITH 3" CONTINUOUS RIM SPECIFIED PLANTING MIX WATER & TAMP TO REMOVE AIR POCKETS 2" X 2" HARDWOOD STAKES DRIVEN FIRMLY A MINIMUM OF 18" INTO THE SUBGRADE PRIOR TO BACKFILLING 2 STRAND 12 GAUGE GALV. WIRE TWISTED AND ENCASED IN RUBBER HOSE 6 - 9" FROM TOP OF STAKE 2 WIRE SUPPORTS SHALL BE USED ON MAIN STRUCTURAL BRANCHES 2 X BALL DIA. MULTI —TRUNK TREE STAKING SCALE: NOT TO SCALE AGRIFORM FERTILIZER TABLETS PLACED A MAXIMUM 4" FROM ROOTBALL AND 6"-8" BELOW REMOVE BURL) 113 OF ROOT ON THE REMAI BURLAPPED M� I to LVA 111091 _mA SOIL MIXTUF IN THE BOT' PLANT PIT TAMPED PRI SETTING OF PREVENT SE 6" SQ. PVC POST 4 "DUCKBILL" TREE ANCHORS (3-REQUIRED, EQUALLY SPACED) -STRANDS TWISTED #12 SOLID ALVANIZED WIRE J-A-TYE DT BALL PIT -LIMIT OF MULCH nn 10nT CUT TERMINAL LEADER SELECTIVELY PRUNE TREE CROWN rfflftll:: • i ED STEEL K LE WITH WHITE FAPE FASTENED vl FERTILIZER TABLETS FINISH GRADE "ING SOIL MIXTURE NG SUBSOIL BE 1 TIMES THE ROOT BALL EL. 6-0" ABODE ADE iTRlNGER Tan in Color w/ Matte Finish ITRINGER EL. 0'-0" GRADE PVC FENCE DETAIL 2'-0" BRICK COLUMN DETAIL At. Ts NOTE: THE WALL, ENTRANCE SIGN, FENCING, AND GAZEBO TO 6E PERMITTED SEPARATELY THRU THE BUILDING DEPARTMENT. DETAILED STRUCTURAL DRAWINGS, SIGNED AND SEALED BY A STRUCTURAL ENGINEER WILL BE SUBMITTED AT THIS TIME BY THE OWNER. iI EDGE OF PAVEMENT OR CURB .87D 111 MA MA, MAMAMPA M0 OTA OVA MA MA - a I MA 11 i OTA MA MA I, All OVA LT -A '�O:V:1'1:V:V:1� � � � O�OJO�O�O�O a, A TYPICALSPACINGDETAIL SCALE: N.T.S. SAUCER AGRIFORM FERTILIZER TABLETS 3" MULCH FINISH GRADE 1=1 I IE] 151 vxi x x EEI I xx x x =1 x 1—=: I I =1 1: x Xx xx x XI x I =1 x x X X SOIL MIX WITH TERRASORB GRANNUALS xx x X" GRANNUALS PER. MANUFACTURES SPECS. BALL OF EARTH & - 1 ROOTS (VARIES) -=I I i - I 1=j I I-- 1=1 EXISTING SUB SOIL COMPACTED L1r=.L11F_, WrF,111_11 PLANTING MIX TO PLANTING PIT IS TO BE PREVENT 1.5 TIMES THE ROOT BALL SETTLEMENT TYPICAL. SHRUB PLANTING DETAIL SCALE: N.T.S. SAUCER 2"-3" MULC COMPACTED — PLANTING MIX TO PREVENT SETTLEMENT x AGRIFORM FERTILIZER TABLETS FINISH GRADE SOIL MIX WITH TERRASORB GRANNUALS PER MANUFACTURER SPECS. EXISTING SUB SOIL PLANTING PIT IS TO BE 1.5 TIMES THE ROOT BALL TYPICAL STAKING AND PLANTING DUAL TYPICAL GROUNDCOVERELANTING DETAIL SCALE: N.T.S. SCALE: N.T.S. Brick Column (Tw.-See Detail -ENTRANCE SIGN DETAIL N. TS 25'-0" Columns on 25' Centers .TYPICAL BRICK WALL ELEVATION N.T.S. 12 51 8'-0" TRUSS BEARING 0'-0" F.F. 25'-0" Columns on 25' Centers SHINGLES (TYP) 16" (TYP) CORAL FOAM TRIM (OPT) RICK CAP JUMBO (TYP.) VERT@ C. MAX (TYP.) yp.) f5id CONT. BRICK WALL DETAIL N. T.S. GAZEBO ELEVATION (FRONT, REAR, LEFT 8c RIGHT NTS U) 4 z 0 95 > Ld ry Cn lu Q3 a 21 Ica, q, LJ �g < C3 _j n CD 0 00 ry m Lv y 00 CD z 0 m JK DESIGNED JK DRAWN 4 -24-06 DATE L2 SHEET F- 0 w o_ d; L0 c0 0 0 04 rn EL v vi 0 0_ 0 U C J 0 I IL N EN 0 0 0 a_ E 0 N I 0 0 i rn C a) Y i W ON �3 0 0 GENERAL CONDITIONS 01.00 WORK INCLUDED 01.01 " The Contractor and/or subcontractor shall furnish all labor, materials and equipment necessary for the completion of items as shown on the plans and/or specifications. 01.02 Work shown on the plans and not mentioned in the specifications, or vice versa, shall be done as if shown on both and should any actual or apparent inconsistencies or errors be found, the Contractor shall notify the Landscape Architect as soon as they are discovered and not proceed with any work where such uncertainty exists. 01.03 Should any objectionable materials such as old concrete, asphalt, lime -rock, sub -base, bricks or other debris be encountered during planting operation, they shall be removed from the site by the landscape Contractor. 01.04 The landscape Contractor is entirely responsible for the work until final acceptance. Comply with all local codes and ordinances.- Obtain all permits and bonds to construct the project. Coordinate his/her work with other contractors. -Verify all existing grades, dimensions,and conditions in the field and bring discrepancies to the attention of the prior to commencement of work. 02.00 QUALITY ASSURANCE 02.01 All Contractors and/or subcontractors shall have labor crews controlled and directed by an experienced foreman well versed in reading blueprints and specification pertaining to their particular expertise. NOTE: Foreman to have plans on -site at all times. 02.02 The Contractor shall become thoroughly familiar with surface and subsurface utilities. All Contractors and/or subcontractors shall exercise care in digging and other work so as not to damage existing work including underground storm and sanitary systems, water systems, electrical and telephone cables and any other underground structures to be encountered in the construction phase. Should such overhead or underground obstructions be encountered which interfere with planting, the Owner shall be consulted and will adjust the location of plants to clear such obstruction. The Contractor shall be responsible for the immediate repair of any damage caused by his work. 02.03 All grades, dimensions and existing conditions shall be verified by the Contractor on -site before construction begins. Any discrepancies shall be bought to the attention of the Landscape Architect. 02.04 The Owner or his agent, shall have the right at any stage of the operations to reject any and all work and materials which, in his opinion, do not meet with the requirements of these specifications. Such rejected material shall be immediately removed from the site and acceptable material substituted in its place. 03.00 SURFACE CONDITIONS 03.01 The landscape Contractor shall coordinate with the lighting and irrigation Contractors regarding timing of the installation of plant materials. Prior to all work, each Contractor and/or Sub -Contractor is to carefully inspect the installed work of all other trades and verify that such work is complete to the point where installation by the Contractor may commence. 03.02 In the event of discrepancies, all Contractors and/or Sub -Contractor must immediately notify the Landscape Architect or project manager. No construction is to proceed until all discrepancies are fully resolved. 04.00 PROTECTION OF PUBLIC PROPERTY The Contractor and/or Sub -Contractor shall, at all times, protect all materials and work against injury from any cause and shall provide and maintain all necessary guards for the protection of the public. The Contractor and/or Sub -Contractor shall be held responsible for any damage or injuries to persons or property which may occur as a result of his/her fault or negligence during the execution of the work. The Contractor shall insure that his work does not interrupt established or projected drainage patters. 05.00 CHANGE ORDERS Any change or substitution in the plans must be negotiated between the Contractor and the Owner. Any work performed on changes or 'extras' prior to execution of a written agreement may or may not be compensated for by the Owner at his discretion. 06.00 CLEAN UP The Contractor and/or Sub -Contractor shall, at all times, keep the area free from accumulation of waste material, rubbish and any other debris caused by his/her work. All existing plant material is to remain and be protected unless otherwise noted or directed by the Landscape Architect. No fill material or use of heavy equipment around existing trees is allowed. Existing trees are to be protected by a wood barricade erected no closer than the dripline of the tree. Upon completion of all sodding, the Contractor shall leave the premises completely clear of all extraneous material pertaining to his contract. 07.00 COMPLETION AND ACCEPTANCE A. Completion of work shall mean the full and exact compliance and conformity with the provisions expressed or implied in the drawings and specifications, including the complete removal of all trash debris created by the Contractor. B. All plants shall be alive and in good growing condition for each specified kind of plant at the time of acceptance. C. All work under this contract shall not be finally accepted until expiration of the maintenance period. After such time, the Owner shall inform the Contractor in writing that a site inspection for final acceptance shall be held. Upon review of all plants and sodding operations, the Owner shall approve or disapprove the completion of the contract in writing. Partial final acceptance may be given to the Contractor, at the Owner's discretion, providing the unacceptable work is corrected immediately thereafter. LANDSCAPE SPECIFICATIONS 01.00 WORK INCLUDED - Contractor shall furnish all labor, materials and equipment necessary for the completion of planting and related items as shown on the plans and/or specifications. 02.00 QUALITY ASSURANCE (see general conditions) 03.00 SURFACE CONDITIONS (see general conditions) 04.00 PROTECTION OF PUBLIC PROPERTY (see general conditions) 05.00 CHANGE ORDERS (see general conditions) 06.00 CLEAN UP (see general conditions) 07.00 COMPLETION AND ACCEPTANCE (see general conditions) PLANTING INSTALLATION 1. SELECTION OF PLANTS A. The Contractor, or a member of his/her firm, shall select and tag all plants, not the nurseryman or wholesaler. All plants to be Florida #1 or better. B. The Contractor shall submit photographs or all "specimen" plants, if any are so identified on the documents, for preliminary approval by the Owner or be prepared for site rejection by the Owner if the plants do not meet with the Owner's approval. C. SUBSTITUTIONS: Substitutions or plants or change in size of plans will be permitted only upon authorization by the Owner or the Landscape Architect. If plants are not sufficient size to meet applicable codes, a letter of variance ,from the appropriate city approval must be obtained by the Contractor prior to the issuance of any change order. If plants of smaller size are to be accepted the quantity of plants shall be increased to meet the intent of the drawings at no additional cost to the Owner. 2. MATERIALS A. Planting beds shall be loosened to a minimum depth of 6" and fertilized with a commercial fertilizer at the rates describe in Section 5.Q. Peat moss shall also be applied at the rate of two inches (2") thick and worked into the upper six inches (6") of the bed. B. The quantities given in the plant list are approximate only, and the Contractor shall furnish and plant all the plants required to complete the work shown on the drawings and the specification at no additional cost. Any discrepancies found between the plan and plant list shall be noted at the bottom of the bid, so accurate quantities can be incorporated in the final contract. C. Plant names conform to the names given in "Standardized Plant Names" 1942 edition, prepared by the American Joint Committee on Horticultural Nomenclature. Names or varieties not included therein conform generally with names accepted in the nursery trade. D. Plants shall have a habit of growth that is normal for the species and shall be sound, healthy, vigorous and free of insects, disease and injuries. Tress shall be heavily branched or in Palms, leafed. Requirements for measurement, branching, grading, quality, balling and burlapping of plants on the list should follow the code of standards currently recommended by the American Association of Nurseryman. Plants shall be Florida #1 or better as outlined under Grades and Standards for Nursery Plants. E. MINI PINE BARK MULCH - The rate of application shall be for a full three inch (3") depth of mulch to be applied over all shrub and ground cover areas. 3. WATER Water used in the work will be furnished by the Owner unless otherwise noted, and will be suitable for irrigation and free from ingredients harmful to plant life. Hose and over watering equipment shall be furnished by the Contractor. Every effort will be made to have irrigation system operational as quickly as possible. Contractor is responsible for hand watering until systems are operable. All landscape areas sh receive automatic irrigation. Proper watering and maintenance are the owners responsibility during the I guarantee period. 4. GUYING, STAKING AND WRAPPING All trees shall be staked unless specific approval for its omission is obtained from the Owner or Landscape Architect. Guying and staking of trees will not relieve the Contractor of the responsibility or resetting plants after they have been blown over, nor will it relieve him of the responsibility for the plants' guarantee if the plants die as a result of being blown over. All wood materials used in staking and guying shall be given one coat of green stain. Braces will not be attached to the tree with nails. Duckbill staking is also acceptable. Any method of bracing other than those in the details must receive prior approval from the Landscape Architect. All single trunked specimen palms to be staked per detail` landscape contractor must keep all trees in a sterile, upright ,healthy condition throughout the guarantee period. it 5. QUANTITIES, QUALITY AND SIZE II A. The Contractor shall furnish quantities necessary to complete the planting as shown and located on the drawings. Plants shall have the habit or growth that is normal for the species and shall be sound, healthy, vigorous, free from insects, plant diseases and injuries. All plants shall equal or exceed measurements specified in the plant list which are the minimum acceptable. Plants should be measured with branches in normal position, before pruning and pruning shall be done at the time of planting. B. Trees selected should be well matched as to height, spread and general conformation. Trees delivered with broken balls will be rejected. All trees must be approved by the Owner or the Landscape Architect. All tree rings are to be mulched. Any non -deciduous trees going into shock shall be removed and replaced. C. When all trees have been selected by the Contractor, he shall notify the Owner and Landscape Architect to make his inspection upon twenty-four (24) hours notice. The Contractor shall have located sufficient alternative choices to prevent loss of time in the event that some trees fail to meet with the Owner's approval. The Contractor is to submit an j installation program to the Landscape Architect for review for all specimen palm trees. D. Extent of sod to be verified by Contractor in field. Additional sod required will be adjusted upon square footage unit price. Additional billing to be approved by Owner. 6. WORKMANSHIP A. GENERAL 1. The Owner shall be notified twenty-four (24) hours in advance of the delivery of any plants to the site. Delivery slips covering all plants transported to the site shall be furnished to the Owner. 2. Following the signing of the contract and prior to the commencement of planting the " Contractor shall contact the Owner and Landscape Architect to work out a schedule of planting dates to avoid conflicts in the Owners construction schedule. 3. Plant pits shall not be pre -dug. The location of plants as shown on the drawings are intended only as a guide. Plans shall be delivered to the site and set on the ground in the locations as shown on the drawings. All species of plants comprising a planting composition shall be delivered at the some time, unless otherwise directed. The Owner or Landscape Architect shall then determine the specific location of the plants. B. Collected plants shall not be used unless nursery -grown stock is not available and then only when authorized by the Owner. Collected stock material shall have a ball one third larger than nursery -grown stock's root ball. C. The Contractor shall provide for the planting operation, sufficient tools and personnel to carry out the planting without delays. D. Container -grown plants shall be carefully removed from the container so as not to disturb the root system. E. The root ball of all container grown trees must be inspected to insure that it is absorbing water. If the root ball is dry, the landscape Contractor is responsible for hand watering the root ball every three days for two months or until completion of installation. If installation is completed before a two month period the responsibility of hand watering shall be assumed by the maintenance Contractor for the remainder of the period. F. MATCHED TREES: Trees designated as "matched" shall conform to the measurement specified or indicated on the drawings and shall not vary from the size specified more than 10% or have a caliper size (diameter at breast height/D.B.H.) which varies more then 1/4 inch.' Where a single trunk is specified, the plant shall have a single straight trunk for a height of not less than 50% of the overall tree height.! G. All trees shall be planted in pits at least three feet (3') greater in diameter than their ball of earth or spread of roots. The depth of the pits shall be at least two feet (2') and as much deeper as it is necessary to accommodate the ball of the roots and to permit the required preparation of the bottom of the pit so that it will not be necessary to raise or lower the tree to bring it to the required grade. When the tree has been properly set the pit shall be backfilled with existing soils shall be thoroughly watered during and after backfilling. Enough existing soils shall be used to bring the surface when settled to the required grades. LANDSCAPE INSTALLATION NOTES LANDSCAPE CONTRACTOR (LC) SHALL BE RESPONSIBLE FOR: -ALL WORK AND MATERIALS AS CALLED FOR ON THE LANDSCAPE PLAN. -VERIFYING MATERIAL QUANTITIES ON THE PLAN, PLAN TO CONTROL. -COMPLY WITH ALL LOCAL CODES AND ORDINANCES. -OBTAIN ALL PERMITS AND BONDS TO CONSTRUCT THE PROJECT. -COORDINATE HIS WORK WITH OTHER CONTRACTORS. -SUPPLYING ALL MATERIALS, LABOR, AND EQUIPMENT FOR HIS WORK. -VERIFY ALL EXISTING GRADES, DIMENSIONS, AND CONDITIONS IN THE FIELD AND BRING DISCREPANCIES TO THE ATTENTION OF THE OWNER PRIOR TO COMMENCEMENT OF WORK. -PROTECT EXISTING UTILITIES, SURFACES, STRUCTURES, AND VEGETATION TO BE SAVED AND BE RESPONSIBLE FOR REPAIR AND REPLACEMENT. -TREES TO BE SAVED SHALL BE PROTECTED. PARKING OF VEHICLES, MATERIAL STORAGE, SOIL REMOVAL, AND ADDITION OF FILL SHALL NOT BE PERMITTED WITHIN DRIPLINES. ALL WORK IN THESE AREAS SHALL BE DONE BY HAND. -ALL PLANT MATERIAL SHALL BE FLORIDA GRADE NO.1 OR BETTER AS IDENTIFIED IN GRADES AND STANDARDS FOR NURSERY PLANTS, DIVISION OF PLANT INDUSTRY, STATE OF FLORIDA. -ALL PLANT BEDS AND TREE SAUCERS SHALL BE DRESSED WITH A MINIMUM OF 2" SHREDDED CYPRESS MULCH OR MINI PINE BARK MULCH. -LC SHALL WARRANTY ALL TREES FOR 180 DAYS, SHRUBS AND GROUND COVERS FOR 90 DAYS AND SOD FOR 30 DAYS AFTER ACCEPTANCE BY OWNER. REPLACEMENT MATERIALS SHALL BE GUARANTEED FOR AN ADDITIONAL 130 DAYS. -ALL PLANT MATERIAL SHALL BE ALIVE AND SHOWING GROWTH AT THE END OF THE GUARANTEE PERIOD. -TRANSPLANTED PLANT MATERIAL SHALL NOT BE GUARANTEED. -LC SHALL EXAMINE SOIL OF ALL PLANTING AREAS FOR SUITABILITY TO SUSTAIN PLANT GROWTH AND RECOMMEND SOIL ADDITIVES/ FERTILIZERS TO OWNER PRIOR TO PLANT INSTALLATION. -LC SHALL NOT BE RESPONSIBLE FOR PLANT MATERIAL DEATH OR DAMAGE DUE TO FLOODING (INCLUDING HEAVY RAINFALL) LIGHTNING, VANDALISM, AUTOMOBILES, FREEZING WEATHER, DROUGHT, WINDS IN ACCESS OF 50 MPH, IRRIGATION FAILURE, OR OWNER NEGLIGENCE. -PROPER WATERING AND MAINTENANCE ARE THE OWNERS RESPONSIBILITY DURING THE GUARANTEE PERIOD. -LC SHALL KEEP JOB SITE CLEAN AND FREE OF DEBRIS AND RUBBISH AT ALL TIMES. -ALL LANDSCAPED AREAS SHALL RECEIVE AUTOMATIC IRRIGATION. -PLANT MATERIAL GUARANTEE APPLIES ONLY TO THOSE PLANTS GUARANTEED BY THE PLANT GROWER AS PROPERLY INSTALLED BY THE LC. -OWNER OR OWNER'S REPRESENTATIVE MUST APPROVE LANDSCAPE AND SOD INSTALLATION IN WRITING (FORM TO BE PROVIDED BY CONTRACTOR) AND OWNER MUST SECURE THE SERVICES OF A LICENSED PEST CONTROL COMPANY IMMEDIATELY UPON COMPLETION OF LANDSCAPE AND MUST NOTIFY OWNER IN WRITING WITHIN 5 BUSINESS DAYS H. Backfill shall be watered twelve inches (12") at a time. After backfilling is completed, rake smooth to finish grade and mulch all plant beds. All trees and shrubs shall be mulched with after planting and finished grading are completed. Shrubs shall have mulching of three inches (3") spread uniformly to cover entire area of planting pits. Areas of ground cover shall be mulched the same depths as planting pits. For the purpose of preventing girdling of tree trunks by weed eater equipment, a three inch (3") deep x three foot (3') diameter mulched ring shall be maintained thereafter by refilling as necessary with mulch and by spraying with weed killer to prevent encroachment of grass and weeds. 1. OAK AND PINE INSTALLATION. Special drainage condition may be required and should be evaluated at time of installation of oaks and pines. Special planting preparation, i.e. raising of planting levels, soils amending, etc., may be required depending on drainage conditions. Conditions may vary between each planting location. J. Pruning shall be carefully done in accordance with each plant species' requirements and/or as directed by the Owner or Landscape Architect. The amount of pruning shall be limited to the minimum necessary to remove dead or injured twigs and branches and to compensate for the loss of roots as a result of transplanting operations. Pruning shall be done in such a manner as not to change the natural habit or shape of the plant. All cuts over a half inch («') in diameter shall be treated with an approved tree paint. K. Planting operations shall be performed according to prevailing weather conditions at the time and at the discretion of the Owner. L. Plants are to be delivered to the site in quantities and at the dates established in consultation with the Owner in order that the Owner's representative and Landscape Architect shall have a minimum of a full days work in supervising placement of specimen material. If trees are delivered to the site before said date, they shall be properly protected against the drying action of the sun and wind. Earth balls shall be mulched with cypress mulch and thoroughly watered all at least once a day . Proper care, as outlined above, shall be taken of any plants stored on the site for more than twelve (12) hours. M. Shrubs shall be pocket planted in the following manner: shrubs pit shall be excavated 8" wider and 4" deeper than plant ball. Pit shall be backfilled with a mixture of two parts approved top soil to three parts existing soil. Four inches (4") of this mixture shall be placed in the pit before placing shrubs. After placing shrubs, the remainder of the pit shall be filled to grade with this mixture. Fertilizer shall be applied at the rate described in 5.Q. Sprinkle fertilizers in mixture while backfilling pit. Leave plant 1-1/2" above finished grade for mulch. N. Trees or palms moved by winch or crane shall be thoroughly protected from chain marks, girding or bark slippage by means of burlap, wood battens, or other approved methods. Adequate protection shall be provided at all times for planted areas against trespassing by any individuals and damage of any kind. Such protection shall be maintained to the completion of the contract. Trees so damaged will be removed and replaced at the direction of the Owner or Landscape Architect. 0. All proposed trees to be installed either entirely in or entirely out of planting beds. Planting bedlines are not to be obstructed. Shrub beds and ground cover areas shall be kept cultivated, free of weeds and grass and properly watered until acceptance. If any tree, shrub or plant bed settles more than three inches (3") below the established finish grade, it shall be raised to the proper level and not merely filled with additional mixed soil. Trees to be saved shall be protected, parking of vehicles, material storage, soil removal, and addition of fill shall not be permitted within driplines, all work in these areas shall be done by hand. Transplanted plant material shall not be guaranteed. P. A hose without nozzle should be inserted into the soil just beyond the earth ball and water allowed to run at a moderate rate until it bubbles at the surface. Remove hose and place at a new location diametrically opposite allow the water to run until the earth saucer provided by the Contractor is filled to the brim. If this water is absorbed before fifteen (15) minutes has elapsed, this indicated that the procedure outlined above should be repeated immediately, and again for as may times as necessary to retain water for more than fifteen (15) minutes. Q. FERTILIZERS: Peat moss and application of fertilizer. Rate of Application: The rate of application for dry fertilizer shall be 1 unit of nitrogen per 1,000 square feet (this is equivalent to 16 lbs. of nitrogen per 1,000 square feet, 600 lbs. per acre minimum). 1. Application fertilizers shall be spread uniformly over areas to be sodded or planted with ground covers by use of an approved distribution device calibrated to distribute the specified quantities. 2. Commercial fertilizer commercial fertilizer shall comply with the state fertilizer laws. A numerical designation for fertilizer indicated the minimum percentage respectively of (1) total nitrogen, (2) available phosphoric acid, (3) water soluble potash contained in the fertilizer. The chemical designation shall be as follows: A. Shrubs and ground cover shall be 16-4-8 50% organic at the rate of 1-1/2 lbs. per 1,000 sq. ft. B. Trees shall be 16-4-8 50% organic at the rate of 1-1/2 lbs. per inch of trunk diameter. R. The Contractor shall insure adequate vertical drainage in all plant beds and planters. Vertical drilling through any compacted fill to native soil shall be accomplished to insure drainage. 7. MAINTENANCE A. Maintenance shall commence after each plant has been planted and shall continue until final acceptance of all work. Plantings shall be maintained by watering, removing dead branches, resetting plants to proper grades, or upright position, and any other operations necessary to complete the maintenance. B. Replacement of plants necessary during the maintenance period shall be the responsibility of the Contractor. C. In the event that weeds or other undesirable vegetation becomes prevalent, it shall be the landscape Contractor's responsibility to remove them. D. Trees or other plants which fall or are blown over during the one (1) year guarantee period will be reset by the Contractor at no additional expense to the Owner. The only exception being hurricane force winds. 8. GUARANTY AND REPLACEMENT A. All new plants shall be guaranteed for one (1) full year from time of acceptance, and shall be alive and in satisfactory growth for each specific kind of plant and the end of the guaranty period, except as noted. B. During the guaranty period, and until its completion date, any plant that is dead or not in satisfactory condition, as determined by the Owner or Landscape Architect, shall be removed and replaced. Plants replaced shall be inspected and accepted and then guaranteed for one (1) growing season after the new acceptance date. C. All plant replacements shall be of the same kind and size as specified in the plant list. They shall be furnished and planted as specified herein. The cost shall be the responsibility of the Contractor, providing the plants have been properly maintained by the Owner after the completion of the work and expiration of the maintenance period. Landscape contractor shall not be responsible for plant material death or damage due to flooding (including heavy rainfall, lightning, vandalism, automobiles, freezing weather,drought, winds in excess. of fifty (50) MPH, irrigation failure, or owner negligence. SODDING 01.00 WORK INCLUDED - The Contractor shall furnish all labor and materials to complete sodding of areas shown and labeled sodded" within the contract limits line shown on the drawings or herein specified. 02.00 QUALITY ASSURANCE (see general conditions) 03.00 SURFACE CONDITIONS (see general conditions) 04.00 PROTECTION OF PUBLIC PROPERTY (see general conditions) 05.00 CHANGE ORDERS (see general conditions) 06.00 CLEAN UP (see general conditions) 07.00 COMPLETION AND ACCEPTANCE (see general conditions) INSTALLATION A. It is the responsibility of the Contractor to finish (fine) grade all areas to be sodded, taking care to eliminate all bumps, depressions, sticks, stones and others debris to the satisfaction of the Owner. Soil shall be tilled six (6") inches deep to produce a loose friable soil conductive to sod growth. Water dry soil to depth of three inches (3") 24 hours before sodding. B. Sod is to be installed within twenty-four (24) hours after delivery. Keep stored sod moist and under shade, or covered with moistened burlap. C. The Contractor shall install the sod according to good horticultural practices. Sod that is not in good condition either on the palette or after installation shall be replaced at the discretion of the Landscape Architect. Do not install sod in saturated soil. D. Solid sod shall be laid with closely abutting staggered joins with a tamped or rolled even surface. it shall be the responsibility of the Contractor to bring the sod edge in a neat clean manner to the edge of all paving and shrub areas. E. The sodded areas must at all times be graded in such a manner as to prevent any standing water. F. Peg sod on slope greater than 4 to 1 to prevent slippage. G. All sodded areas shall be rolled with a roller with a weighing no more than 150 lbs. per foot of roller width to eliminate all bumps and depressions. H. Apply fertilizer uniformly at manufacture's recommended rate five (5) days after sodding and at three (3) month intervals thereafter. Thoroughly water to avoid burning" or damaging grass. MATERIALS A. Sod - Sod type shall be as indicated in the areas shown in the plans. The sod shall be of firm, tough texture having a compact growth of grass with good root development. It shall contain no weeds or any other objectionable vegetation. The sod shall be free from fungus, vermin and disease. Before begin cut and lifted, the sod shall have been mowed at least three (3) times with a lawn mower, with the final mowing not more than seven (7) days before the sod is cut. The sod shall be carefully cut into uniform dimensions. Owner or owners representative must approve landscape and sod installation in writing (form to be provided by contractor) and owner must secure the services of a licensed pest control company immediately upon completion of landscape and must notify owner in writing within 5 business days. B. Water - Free of substance harmful to growth objectional odor or staining agents. C. Fertilizer - FS 0 F-241c(1). Grade A or B. Granular fertilizer shall be 16-4-8 with at least 50 percent (507.) of the nitrogen from a non -water soluble organic source for all sodded areas. Apply and distribute by methods and rates as recommended by the manufacturer. Landscape contractor shall examine soil of all planting areas for suitability to sustain plant growth and recommend soil additives/fertilizers to owner prior to plant installation. D. Stakes - Softwood, 3-4 inch diameter square with eight inch (8") length. MAINTENANCE A. Watering - Keep sod moist during first week after planting. After first week, supplement rainfall to produce a total of two inched (2") per week. B. Mowing - When grass reaches six inches (6") in height, mow to three (Y) inches in height. Do not cut more than fifty percent (507.) of grass leaf in single mowing. Remove all grass clippings from lawn area. C. Weed Eradication - Between second and third mowing, apply herbicide specifically recommended for grass type uniformly at manufacturers recommended rate. D. Edging - Neatly edge and trim around all plant beds, curbs, roadways, sidewalks, streets, trees and plants. Maintain shapes and configurations of plant beds as installed. Maintain clean, trenched edge between grass and mulch areas. Take care not to injure tree trunks or plant materials during edging operation. E. Acceptance - The Contractor shall produce a good stand of grass, acceptable to the Owner and Landscape Architect and shall maintain these areas until inspection and final acceptance. Damaged or unsatisfactorily sodded areas shall be resodded to the Owner's satisfaction. MEASUREMENT AND PAYMENT 1. Trees, shrubs and ground cover will be measured for payment on the basis of each plant, complete, in place. Sod and seed will be measured by the square yard complete and in place. 2. Associated products, equipment and execution necessary therefore or incidental thereto will not be separately measured but will be considered as included in the measurement for trees, shrubs, ground cover, sod and seed. 3. Payment will be made based on the measured quantities at the contract unit price. 4. Final Payment will be made when the following documents are presented to the Owner: A. Release of lien - Contractor shall furnish the Owner with release of liens from all his suppliers, as well as any sub -Contractor doing work on his behalf on this project. The landscape Contractor shall provide the Owner with a release of lien prior to final payment. B. As -built drawings - During the course of the installation, the landscape and irrigation Contractor shall record all changes made to the landscape plan during installation. These changes shall be carefully shown in red line on a print of the landscape plan. Upon completion of the installation, the landscape Contractor shall transfer the red line information on to a sepia for reproducible as -built" drawings for review and approval by the Owner or his authorized representative. The Contractor is to ask Owner for sepias of landscape plans. C. Written Guarantee. NOTE: LANDSCAPE AREAS AND SOD TO RECEIVE AUTOMATIC, UNDERGROUND IRRIGATION SYSTEM WITH 100% COVERAGE. IRRIGATION SYSTEM TO INCLUDE, RAIN SENSOR, AND BE DESIGNED TO CONVERT TO RECLAIMED WATER, WHEN AVAILABLE. V) Z O (n Li O_ W F-- Q e U .J LiJ J n o CD 0 z >= � _ ry W r _ � z_ ao CD ry w z o ` O m ry JK DESIGNED JK DRAWN 4- 24- 06 DATE L J SHEET • = RECOVERED MONUMENTATION ELEC = ELECTRIC TRANSFORMER - -TEL—= TELEPHONE (BURIED LINES) I a TELRI = TELEPHONE RISER *CATV = CABLE RISER TEL-MH= TELEPHONE MANHOLE J'n = CLEANOUT - -RCLM— = RECLAIMED WATER LINE (BURIED) -b. = FIRE HYDRANT wv - = WATER VALVE NM ❑ = WATER METER SURVEYOR'S N❑TEI BEARINGS ARE BASED ON THE WEST RIGHT-❑F-WAY LINE ❑F LAKEWOOD AVENUE / CLARC❑NA-❑C❑EE ROAD AS BEING N,00-04'00'E, ASSUMED. 'LESS -OUT PORTION' BFP -Li- = BACKFLOW PREVENTER N 314 OF NE 1/4 OF SE 114 —oHW— = OVERHEAD WIRES = GUY WIRE OF SECTION 7-22-28 w PP p = POWER POLE En M I CNNT PLATTED) o = LIGHT POLE S¢ = SIGN w i o —R/W— = RIGHT-OF-WAY z r o fL = CENTERLINE OF RIGHT-OF-WAY ZoLn ❑® =STORM INLET w 'wo RCP = ROUND CONCRETE PIPE in CMP = CORRUGATED METAL PIPE ox 115.08 = SPOT ELEVATION B = SURVEY CONTROL POINT z I REc = RECOVERED MI = MAILBOX POINT OF BEGINNING (LESS -OUT PORTION) SW CORNER, N. 3/4, NE 1/4, SE 1/4, _ _ — — — — — — — S.88.05142'W. SECTION 7_22-28 ' %ZL-D/H LAKEWOD ESTATES I ( A VENUE LEGAL DESCRIPTION: The North % of the NE' OF THE SE'/4, Section 7, Twp. 22S., Range 28 E, LESS: the following described parcel: Begin at the SW corner of the N3/4 of the NE/ of the SE'/, of /, I F Section 7, Township 22S., Range 28E., run thence N.0° 35'10"E. along the west line of said NE 1/4 /4 of the SE' a distance of 560.0 feet, thence S 8804728"E, 665.96 feet, thence S.0°04'43"W, 10.76 feet thence S 84°55' 17"E, 647.87 feet to the east line of said NE '/4 of the SE 1/4, thence S.0°04'00"W, 490.04 feet to the SE corner of the N'/4 of the N E 114 of the Q w (n 00 SE 1/4 of said Section 7, thence S 88°05'42"W, 1319.53 feet to the point of beginning. 'r N ca \N Subject to: Right of way over the East 30.0 feet thereof. w� Z Being more particularly described as follows: 3 w z O o Z U Commence at the Southwest corner of the North 3/4 of the Northeast 1/4 of the Southeast 1/4 of Section 7, Township 22 South, Range 28 East; Thence run N.00 35' 10"E. along the West o Li Cn line of said Northeast 1/4 of the Southeast 1/4 a distance of 560.00 feet to the Point of Beginning; Thence S 88°47'28"E, 665.96 feet, thence S.0°04'43"W, 10.76 feet, thence S I o 89°55'17"E, 617.87 feet to the West Right-of-way line of Lakewood Avenue / Clarcona-Ocoee Road; thence N.00°04'00"E. along said West Right-of-way line for a distance of 582.27 I y feet to the North line of the North 1/4 of the Northeast 1/4 of the Southeast'/4 of said Section 7; Thence S.86°4948"W. along said North line for a distance of 1281.34 feet to the aforementioned West line of said Northeast 1/ of the Southeast'/4 of said Section 7; Thence S.00°35'10"W. along said West line for a distance of 485.79 feet to the Point of Beginning. Containing 15.796 Acres, more or less. I SE CORNER, N. 3/4, NE 1/4, SE 1/4, SECTION 7-22-28 53'(D) I SHEET 1 OF 2 ti 0 3 0 0 c J V J w o z _ oo o U_mox LJ 0- p > A 0, UJ Of W ¢ EL ¢ _J Z p 0 Z O_ ¢ O Ir ILJ O Z 0 w ry Z to w ¢ o CL 2 Z � N U O W J S Z ¢ ~ ¢ Ir ry O O �� In H Li thm 's Q En tw O 0 c(4.QW —� j Q t= Z U 0OJ O V) t-W� Z O0O �(If J J n L Q W n Q 00 RJ J 06 z OJ U F-- O J H n/ I = Q I-- n n z Q z� zoo t --a F­1 U 0 n (/) U W OLLJWU r-z�z ry a Q �= 0 0 U) 0 w w J Q jQzwW3 O � � Q CE 00 C oN to °j 00 N 00 V `O 0) v 1 N J O O rl O QL- J CL JE �i � ITEM NUMBER IV. B Prairie Lakes PUD, Tract A Final Subdivision Plan .__,.ram__ . Mayor S. Scott Vandergrift City Manager Robert Frank STAFF REPORT TO: Planning & Zoning Commission FROM: Bobby Howell, Senior Planner THROUGH: Russ Wagner, AICP, Community Development Director DATE: January 2, 2007 RE: Prairie Lakes PUD Tract "A" — Final Subdivision Plan Project # LS-2006-001 ISSUE: Commissioners Gary Hood, District 1 Scott Anderson, District 2 Rusty Johnson, District 3 Joel F. Keller, District 4 Should the Planning & Zoning Commission recommend approval of the Final Subdivision Plan for Prairie Lakes PUD Tract "A"? BACKGROUND: Prairie Lakes PUD Tract "A" is approximately 44.19 acres in size and is located on the northwest corner of the intersection of Clarke Road and A.D. Mims Road. The Final Subdivision Plan proposes the construction of infrastructure for a 205 lot residential subdivision consisting of single-family detached homes and townhomes. The properties to the south are primarily developed as residential uses. The property to the north is proposed for future residential development, and the property to the east is currently being developed for residential uses. The property to the west is the site of a City park. All surrounding properties are located within the City of Ocoee and have a City of Ocoee / Orange County Joint Planning Area (JPA) Future Land Use designations of Low Density Residential, Medium Density Residential, High Density Residential, and Recreation and Open Space. The Future Land Use designations for the property are "High Density Residential' and "Conservation", and have zoning designations of Medium and Low Density (PUD), which permit development and construction of the proposed residential subdivision. The Final Subdivision Plan is consistent with the goals, objectives, and policies of the Comprehensive Plan, the Land Development Code (LDC), and the requirements of the PUD. DISCUSSION: As mentioned above, the Final Subdivision Plan proposes the construction of infrastructure for a 205 lot residential development consisting of single-family detached homes and townhomes. The townhome portion of the development is situated on 13.3 acres on the southern portion of the property, adjacent to the intersection of Clarke Road and A.D. Mims Road. Of the 205 lots that are proposed in the development, 126 will consist of townhomes. The townhome lots will be 22-feet and 24-feet in width, and have a 20-foot front setback and a 10-foot rear setback. A 20-foot common area to be maintained by the homeowners association has been provided between each of the buildings. The townhome units have been designed to allow two cars to park in the driveway and two cars to park in the garage. January 9, 2007 Planning and Zoning Commission Page 2 The townhome portion of the development will be accessed via a right -in / right -out along Clarke Road that has been provided approximately 450-feet north of A.D. Mims Road. A second full access approximately 450-feet north will also be provided with a left turn lane. This point of access will serve both the townhomes and the single-family detached homes. The single-family detached portion of the development will consist of 79 lots on 14.6 acres situated on the northern portion of the property. The minimum lot size for the single-family lots is 55-feet by 120-feet. The single-family lots will have a 25-foot front yard setback, 7.5- foot side yard setback, and a 25-foot rear yard setback. A 6-foot high PVC fence will be provided that separates the townhome portion of the development from the single-family portion of the development. All internal streets within the development will have a right-of- way width of 50-feet and a pavement width of 24-feet. The Final Subdivision Plan proposes a 15-foot landscape buffer with a 6-foot high brick wall along the portions of the development that front A.D. Mims Road and Clarke Road. Vegetation in this buffer will consist of Live Oaks, Magnolias, Ligustrum Trees and Sweet Viburnum in addition to various other plant materials. Along the rear of Lots 179 and 180 in the single-family portion of the development, which are visible from Clarke Road, the developer will install a 6-foot high PVC fence. In addition, the developer has committed to saving many existing trees on site and has agreed to grade the site on a lot by lot basis to assist in tree preservation. For those trees that cannot be preserved, the developer has proposed to replace them at a 4 to 1 ratio. The Final Subdivision Plan proposes several common elements for the development. The first of these elements is a clubhouse and community pool. The second of the common elements that is proposed is a 5-foot wide natural walking path adjacent to the wetland area along the northern boundary of the property. The path, in addition to the wetland area will be dedicated to the City of Ocoee in a conservation tract. A 25-foot buffer will be provided from the conservation area. DEVELOPMENT REVIEW COMMITTEE RECOMMENDATION: The Development Review Committee (DRC) met on January 3, 2007 and reviewed the Final Subdivision Plan. The applicant was notified of several concerns that must be satisfied prior to the project being scheduled for a pre -construction conference. The DRC voted unanimously to recommend approval of the Final Subdivision Plan date stamped "January 4, 2007". STAFF RECOMMENDATION: Staff recommends that the Planning and Zoning Commission recommend approval of the Final Subdivision Plan for Prairie Lakes PUD Tract "A" subject to the attached engineering corrections being incorporated into the final plans prior to a pre -construction conference. Attachments: Engineering Department Staff Review Comments dated December 27, 2006 Location Map Future Land Use Map Zoning Map Final Subdivision Plan for Prairie Lakes PUD Tract "A", date stamped January 4, 2007 0:\Staff Reports\2007\SR07003_BH_PrarieLakePUD_TractA_FSP_P&Z.doc „r 1"-_ , Mayor S. Scott Vandergrift City Manager Robert Frank Commissioners Gary Hood, District 1 Scott Anderson, District 2 Rusty Johnson, District 3 Joel F. Keller, District 4 Prairie Lakes — Tract A — Final Subdivision Plan Large Scale Site Plan —4th Staff Review Engineering Department Comments December 27, 2006 The following are the results of your 4th submittal for the above referenced project. If you have any questions pertaining to the requested information, please contact our office. 1. (Repeat Comment) Show all pipes shaded back on the landscape plans. No trees shall be planted within 10' of any utility or stormwater pipes. This comment still applies. There are still numerous locations throughout the subdivision that there are trees shown within 10' of water, reuse, sanitary sewer, and storm pipes. Trees may not be planted within 10' of ANY of these pipes. The watermain along Clarke Road by the pond has many trees planted within 10' of the pipe. Sheet L-103 still shows a tree located within 10' from a fire hydrant. The landscaping plans does not show the new location of the reuse main located 5' off the property line, please revise and revise landscaping in the are to show what was previously submitted. 2. (Repeat Comment) The emergency access tract between lots 143 and 144 needs to also provide easement for drainage and needs to be a minimum of 30' wide to facilitate the width of easement needed for the storm pipe. The City requires the minimum easements over pipes to be the width of pipe plus a slope of 1:1 from the pipe depth to the surface. The added easement is not acceptable. Please widen Tract H to accommodate the access to the stormwater pipe using the width of pipe plus a slope of 1:1 from the pipe depth to the surface. This also applies between townhome lots 94 and 95. The tract must not conflict with any portion of the townhome structure. As discussed at the previous TSRC, add a stormwater manhole at the property line to facilitate the maintenance to the City's portion of the stormwater system. 3. (Repeat Comment) Indicate on the Master Utility Plan that the existing reuse water main along Clarke Road is 16". Please see the included As -Built copy indicating that the reclaimed water main along Clarke Road is 16" as previously stated. 4. Section B-B on sheet 7 of 25 indicates that Street C having a different cross-section than that of the Typical Townhouse Pavement Section on sheet 18 of 25. Please clarify the difference in the sections. The portion of the section between the townhouse and the street C seems to show an odd section for a driveway. City of Ocoee • 150 N Lakeshore Drive • Ocoee, Florida 34761 Phone: (407) 905-3100 • Fax: (407) 656-8504 - www.ci.ocoeeAus Prairie Lakes — Tract A December 27, 2006 Page 2 of 2 Utility Department Comments (Repeat Comment) Relocate the master reuse meter for the townhomes to the townhomes side of the tee. Provide gate valves throughout the single family portion of the reuse system to allow for main isolation for maintenance and repair. Engineering Department Ryan P. Howard, E.I. Engineer II Prairie Lakes Surrounding Unclassified ITEM NUMBER V. 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