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05-09-2006 Agenda Packet Mayor Commissioners S. Scott Vandergrift Gary Hood, District 1 Scott Anderson, District 2 City Manager Rusty Johnson, District 3 Robert Frank Joel Keller, District 4 PLANNING AND ZONING COMMISSION (LOCAL PLANNING AGENCY) AGENDA May 9, 2006 7:00 PM I. CALL TO ORDER A. Invocation and Pledge of Allegiance B. Roll Call and Determination of Quorum II. CONSENT AGENDA A. Minutes of the Planning and Zoning Commission Regular Meeting held April 11, 2006 III. OLD BUSINESS IV. NEW BUSINESS A. McCormick Woods, Phase III PUBLIC HEARING Preliminary/Final Subdivision Plan (Senior Planner Fabre) B. Land Development Code Amendment PUBLIC HEARING Illegal Non-Conforming Sites and Structures Ordinance (Principal Planner James) C. City of Ocoee Community Redevelopment Plan Review (Senior Planner Fabre) Comprehensive Plan Consistency Determination V. MISCELLANEOUS A. Project Status Report B. May Calendar C. Review Photograph-x Catalog VI. ADJOURNMENT O:\P & Z\Agendas\2006\May 9, 2006 P & Z Agenda.doc NOTE: Regular Planning and Zoning Commission meetings take place on the second Tuesday of every month at 7:00 pm in the Ocoee Commission Chambers in City Hall unless otherwise advertised. Any person who desires to appeal any decision at this meeting will need a record of the proceedings and for this purpose may need to ensure that a verbatim record of the proceedings is made which includes testimony and evidence upon which the appeal is based. More than one Commissioner may participate or hear discussions regarding a matter which will come before the Commission for action.Also in accordance with Florida Statue 286.26: Persons with disabilities needing assistance to participate in any of these proceedings should contact the Office of the City Clerk, 150 North Lakeshore Drive, Ocoee, FL 34761 (407) 905-3105, 48 hours in advance of the meeting. City of Ocoee ? 150 N Lakeshore Drive ? Ocoee, Florida 34761 phone: (407) 905-3100 ? fax: (407) 656-8504 ? www.ci.ocoee.fl.us _____________ ITEM NUMBER II. A. Minutes of the Planning and Zoning Commission Meeting held on April 11, 2006 DRAFT MINUTES OF THE PLANNING AND ZONING COMMISSION ACTING AS THE LOCAL PLANNING AGENCY MEETING HELD TUESDAY, APRIL 11, 2006 CALL TO ORDER Chairman Golden called the meeting to order at 7:02 p.m. Following a moment of silent meditation and the Pledge of Allegiance to the Flag, a quorum was declared present. PRESENT: Chairman Golden, Vice -Chairman McKey, Members Campbell, Conkling, Morris, Rhodus, Sills, and West. Also present were Planning Manager Armstrong, Senior Planner Fabre, and Administrative Assistant III. CONSENT AGENDA Minutes of the Planning and Zoning Commission Regular Meeting held on Wednesday, March 22, 2006. Member Rhodus stated she showed up for the meeting on Tuesday, March 21, 2006, thinking that was when the meeting was scheduled. She said the meeting minutes had Tuesday, March 22, 2006, as the title; however, the meeting was Wednesday, March 23, 2006. She asked that the board mark her absence as excused since she did intend to be present, but was confused about the night. Vice Chair McKey, seconded by Member Rhodus, moved to accept the Minutes of the March 22 2006, meeting with corrections to the day in the title being Wednesday, not Tuesday, and marking Member Rhodus as excused. Motion carried unanimously. OLD BUSINESS None NEW BUSINESS Election of Officers Member Rhodus, seconded by Vice Chair McKey, moved to retain the existin officers to the positions of Chairman and Vice Chairman. Motion carried unanimously. DRAFT Planning and Zoning Commission Regular Meeting April 11, 2006 INGRAM TRAILS — FINAL SUBDIVISION PLAN Catherine Armstrong, Planning Manager, stated the preliminary subdivision plan came before the board about one year ago and the final subdivision plan is consistent with that. The location of the property is at the southwest side of Ingram Road near the intersection of Ingram Road and Clarcona-Ocoee Road. The Future Land Use designation of the property is "Low Density Residential" and the zoning designation is R-1AA "Single Family Dwelling". Planning Manager Armstrong said the site plan being proposed tonight is 55- single family homes with lot sizes of 9,000 sq. ft., minimum home size being 1,400 sq. ft. She said a recreation area will be at the northern end of the property with a gazebo and a tot lot. Sidewalks are proposed along Ingram Road, 6-ft. in width, along with appropriate landscaping, as well as 4-ft. internal sidewalks throughout the subdivision. She further added that two retention ponds are proposed, along with a brick wall along Ingram Road and the western side will have a tan PVC fence. She stated the subdivision is proposed to have one access point from Ingram Road with a north -bound left turn lane into the subdivision. Planning Manager Armstrong explained that a Tri-Party Agreement between the City of Ocoee, Orange County, and the applicant, is included with the staff report. This agreement pertains to roadway improvements along Ingram Road and the county will be doing intersection/alignment improvements. DEVELOPMENT COMMITTEE REVIEW The DRC met on March 28, 2006, and reviewed the Final Subdivision Plan. There were several outstanding comments from the Planning, Engineering, and Legal Departments of the City. She said that one remaining comment regarding some easements does still exist. DRC recommended approval of the Final Subdivision Plan date stamped received April 6, 2006, subject to the developer making changes, which they have. However, there is that one comment from the City Attorney regarding a response letter for easement documents. STAFF RECOMMENDATION Based upon the recommendation of the DRC, Staff respectfully recommends that the Planning and Zoning Commission recommend approval of the Final Subdivision Plan for Ingram Trails date stamped received April 6, 2006, subject to the one condition regarding easement documents are to be obtained for the off - site 15' utility easement, the 15' drainage easement, and the 11' trail easement, prior to the time of platting. D IR A F T Planning and Zoning Commission Regular Meeting April 11, 2006 DISCUSSION Vice Chair McKey inquired of the threshold number of lots before the various amenities were added. Community Development Director Wagner stated the recreational improvements are one per 50 lots and the enclosed shelter does not come in until they reach 100 lots. Planning Manager Armstrong said they do meet the code requirements for the square footage for the open area pavilion, which is 250 sq. ft. Discussion ensued regarding whether the sidewalk originally proposed was to be six-foot wide or eight -feet wide. It was decided that a six-foot sidewalk would be better suited for many reasons. Chairman Golden inquired if any additional buffer would be required since the trail goes around both sides of the subdivision. Planning Manager Armstrong said they have the rear yard buffer and the PVC fence along the back; she did not believe they have done any additional planting. Chairman Golden inquired about the applicant's tree removal plan proposed. Chad Moorhead, applicant, said in order to meet the storm water requirements the sites had to be brought up, along with the roadways. He said the sites needed to be re -graded to meet those requirements. Chairman Golden stated his concern for the home owners and suggested the applicant rethink the tree removal plan because he saw a 22" tree along the northwest corner. Discussion ensued regarding the 100' storm water requirement. Community Development Director Wagner stated that all subdivisions cut the roads first and the City's zoning inspector does check that. He said that the trees between the homes do not usually survive due to all of the grade work and the construction done around them anyway. Vice Chair McKey inquired if the gazebo was the only meeting space and mentioned a closed in area for the Homeowner's Association and other groups to meet in inclement weather would be nice. He stated that maybe they could gather in a nearby church or adjacent subdivision. Dave Brown, Centex Homes, stated he would consider the idea of a closed -in facility. Member West stated a middle school would soon be built close by that they might be able to use. Community Development Director Wagner said a subdivision built to the north will have a big clubhouse. D R .A 'F '^ Planning and Zoning Commission Regular Meeting April 11, 2006 Member Morris seconded by Member West, moved to recommend approval of the Final Subdivision Plan for Ingram Trails, as date stamped received by the City on April 6 2006 subiect to the following condition: "easement documents be obtained for the offsite 15' utility easement, 15' drainage easement, and the I V trail access easement prior to the time of platting". Motion carried unanimously. PLANNING AND ZONING COMMISSION QUESTIONS AND COMMENTS Member West said the maps that were included were great. Community Development Director Wagner explained what a great tool the maps are and said they would be on the website. He also reminded the board that City Commission approved $1,000 budget for their expenditures and inquired what they would like to use that money for besides board shirts. He suggested they purchase some planning tapes for review, which are made specifically for planning and zoning commissions, and are very educational. ADJOURNMENT The meeting adjourned at 7:45 p.m. Attest: APPROVED: Holly Aycock, Administrative Asst. III James Golden, Chairman 4 ITEM NUMBER IV. A McCormick Woods, Phase III Preliminary / Final Subdivision Plan --- ,rn__ . Mayor S. Scott Vandergrift City Manager Robert Frank STAFF REPORT DATE: May 2, 2006 Commissioners Gary Hood, District 1 Scott Anderson, District 2 Rusty Johnson, District 3 Joel F. Keller, District 4 TO: The Planning and Zoning Commission FROM: J. Antonio Fabre, AICP, Senior Planner THROUGH: Russ Wagner, AICP, Community Development Director fi/ SUBJECT: McCormick Woods Phase 3 Residential Subdivision Project # LS-2005-014 ISSUE: Should the Planning and Zoning Commission recommend approval of the Preliminary/Final Subdivision Plan for McCormick Woods Phase 3 Subdivision? BACKGROUND: McCormick Woods Phase 3 subdivision is essentially a continuation of the previously approved McCormick Woods (Phase 1 & 2) residential subdivision. McCormick Woods is located on the south side of McCormick Road between the Western Expressway (S.R. 429) and Ingram Road. The subject property is currently undeveloped and is sparsely vegetated with cherry trees, pine trees, and other varieties. Most of the surrounding land is either residential or vacant. The adjacent areas to the north and east are part of the previously approved McCormick Woods (Phase 1 & Phase 2) Residential Subdivision. Additionally, to the extreme south and southwest there are some public facilities uses such as a golf course (Forest Lake Golf Course) and a cemetery (Orlando Memorial Gardens). A future 25-acre middle school site is located adjacent on the southeast side of the subject subdivision. To the east lies the proposed Ingram Estate residential subdivision. The zoning to the north is designated residential R-1A (McCormick Woods). Unincorporated land to the south is the Orlando Memorial Gardens. The remaining surrounding land to the east and west is in the City's jurisdiction and is designated residential R-1A zoning to the west (across SR 429) and R-1AA to the east (Ingram Estates). May 9, 2006 Planning and Zoning Commission Page 2 DISCUSSION: As stated above, the Preliminary/Final Subdivision Plan McCormick Woods Phase 3 will be developed as a continuation of the previously approved McCormick Woods subdivision. The Preliminary/Final Subdivision Plan proposes 30 single-family residential lots on approximately 9.86 acres. The property is zoned R-1A requiring a minimum lot width of 70 feet and lot size of 8,000 SF. Proposed land density for the project will be 3.04 units per acre. The community meeting building, amenities, and recreation facilities will be provided by the McCormick Woods (Phases 1 & 2) subdivision. Access to the proposed subdivision will be through the internal road network of the McCormick Woods subdivision. Along the Expressway, homes will have a 20-foot wide landscape buffer (Tract "A") that will be planted along the entire eastern boundary. Finally, water and wastewater will be provided by Orange County. DEVELOPMENT REVIEW COMMITTEE RECOMMENDATION: The Development Review Committee (DRC) reviewed the McCormick Woods Phase 3 Preliminary/Final Subdivision Plan on May 2, 2006. The DRC voted unanimously to recommend approval of the Preliminary/Final Subdivision Plan, as date stamped received by the City on April 21, 2006. STAFF RECOMMENDATION: Based on the recommendation of the DRC, Staff respectfully recommends that the Planning and Zoning Commission recommend approval of the Preliminary/Final Subdivision Plan for McCormick Woods Phase 3, as date stamped received by the City on April 21, 2006. Attachments: Location Map; FLU Map; Zoning Map; McCormick Woods Phase 3 Preliminary/Final Subdivision Plan, date stamped April 21, 2006. O:\Staff Reports\2006\SR06027_AF_McCormickWoods_Phase3_P&Z.doc McCormick Woods Phase 3 Location Map V�l D DL*- 1) _ = s u j McCormick Woods Phase 3 Zoning Map Of Uj Uj ry Uj 0 Ocoee Community Development\D�pa 1 inch equals 600 feet 210105 0 210 420 630 F Printed: April 2006 MSubject Property Unincorporated Territory Mand Other Municipalties Zoning Classification: General Agricultural (A-1) Suburban (A-2) Single -Family Dwelling (R-1AAA) Single -Family Dwelling (R-1AA) Single -Family Dwelling (R-1A) Single -Family Dwelling Two -Family Dwelling (R-2) p-Family Dwelling Multile Mobile Home Subdivision (RT-1) Professional Offices & Services (P-S) Neighborhood Shopping Community Commercial =General Commercial Restricted Manufacturing & Warehousing =General industrial (1-2) Commercial (PUD) Low Density (PUD) Medium Density (PUD) High Density (PUD) Public Use (PUD) Unclassified Lakes and Water Bodies ULEY -I ILL LL /MCCORMICK =J R-I �I .1 RAAA, 0 DEVELOPMENT INFORMA770M Land Area 9.866 acres Zoning Single Family Residential Existing — R-1A Existing Land Use vacant / Single Family Residence Proposed Land Use Single Family Approx. Number of Proposed Lots 30 Approx. Proposed Density 3.04 units/acre Maximum Height 35 ft (2 Stories) Minimum Living Area 1,200 sf Minimum Lot Area 6,000 sf Minimum Lot Width 70 ft Minimum Yard Setback: Front., 25 ft. Side: Z5 ft. Side Corner: 25 ft. Rear. 25 ft. Expressway R/W 75 ft. Irregular Lots Front Yard Setback Distance is Indicated at the Minimum Required Lot Width Phasing Single Phase Schools Elementary — Garcons Middle — Ocoee Middle High — Ocoee High Sewer Flow — 9,000 gol. per day Water Flow — 10,500 gal. per day (Fire flow per Sub. Rags.) Stormwater Provide Retention/Detention System on —site per Sub, Regs. 100 Year Road Site is located within Flood Zone "X" (Area determined to be outside 500 year flood plain) Wetlands There are no wetlands on site Existing vegetoelon: Planted Pines As —Built Information As —Built Information 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. J. Length of each run of main between manholes (center to center) 4. Actual grade of pipe between manholes. 5. Locate al/ 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. J. Inverts of all mitered end sections, 4. Actual grade of pipe between the structures. 5. Invert elevation and two horizontal ties from permanent visible objects to all storm stub —outs. C) Water System and Forcemains 1. Actual lengths of pipes between branches and valves in the run. 2. Locate with measurements from permanent visible objects aff fittings/accessories not visible from the surface (minimum two point ties). J. List the depths of the lines at all valves, fittings and fire hydrants. Preliminary F*incl Subdivision Plan FO7 ][cCo��c]�Woohs �]aase 3 Conditions of Approval 1) The City of Ocoee is subject to the terms, provisions and restrictions of Florida Statutes Chapter 163 24) All roads within the subdivision will be owned & maintained by the homeowners association. concerning moratoria on the issuance of building permits under certain circumstances. The City has no lawful authority to exempt any private entity, or itself, from the application of such state legislation and 25) The developer shall comply with Ordinance No. 2001-19 relating to community meeting rooms. For nothing herein should be considered as such an exemption. purposes of the foregoing, the ordinance is applied to McCormick Woods Phases 1, 2 and 3 as a single project. 2) Stormwater management shall be provided consistent with the requirements of the Ocoee Land Development Code and the St. Johns River Water Management District. ( 26) Notwithstanding the conveyance of the stormwater retention ponds to the property owners association (The "Association") or any provision to the contrary contained in these Conditions of Approval, the 3) The foundation for each single family residential dwelling unit to be constructed on the property shall developer shall remain responsible for the maintenance of the Projects stormwater management system have an elevation which exceeds the applicable 1 00-yearflood elevation by a minimum of two (2) feet. (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 SJRWMD, (ii) the 4) All easements shown on the Final Subdivision Plan will be sized to meet City requirements and stormwater retention ponds intended to be conveyed to the Association have in fact been conveyed to the appropriately shown on the Final Subdivision Plan. The Final Subdivision Plan will also provide for 5' utility Association, (iii) the Association is designated as the maintenance entity on the records of SJRWMD and all and drainage easements on all side lot lines, and 10' utility and drainage easements adjacent to all street transfer records required by SJRWMD have been executed and accepted by SJRWMD, (iv) the City has rights -of -way on the platted lots. been provided with a copy of the developers proposed maintenance plan with respect to the SWMS, and (v) the City has been provided with a written statement from the Association acknowledging receipt of the 5) All wall and landscape easements shall be maintained by the Home Owners Association, except that all Developers proposed maintenance plan with respect to the SWMS and that the Association is responsible grass and landscaping on the house side of the wall shall be maintained by the lot owner. The land for the maintenance of the SWMS. Notwithstanding the foregoing, the project shall comply with all city burdened by such easements shall be owned by the individual lot owners. ordinances regarding the maintenance, repair and operation of stormwater ponds that are in effect at the time of approval of a plat for any protion of the property. 6) All onsite utilities including electrical, cable TV and telephone shall be placed below ground. 27) All Declaration of Covenants and Restrictions affecting the Property shall include the following 7) Prior to or at the time of recording of the final plat, all of the following must occur (at no cost or expense provisions: to the city); All associated sewer lines shall be constructed, accepted by the County, and conveyed to the County by Bill of Sale; and (c) a sewer easement in form and substance satisfactory to the County shall be (i) Provision allowing the City to levy, collect, enforce assessments for maintenance of common areas if granted in favor of the County over the sewer lines; provided, however, if the Developer provides a j Association fails to do so or fails to maintain assessments at a level allowing for adequate maintenance. performance surety in accordance with the requirements of the Ocoee Land Development Code, then all of (ii) Provision granting the City the right, but not the obligation, to maintainlrepair the SWMS and obtain the events set forth above must occur prior to issuance of a Certificate of Completion. reimbursement from the Association, or from the Developer if (1) turnover of control to the members has not occurred, or (2) if the Developer is still responsible for maintenance of the SWMS. 8) Each fire hydrant shall be OSHA Yellow in color and a blue reflective marker shall be affixed to the street (iii) Provision providing that the SWMS will be transferred to a responsible operation/maintenance entity' in the center of the lane closest to each hydrant. acceptable to the City in the event of dissolution and that if dissolution occurs without such approval then the City may continue to levy and collect assessments and impose liens with respect thereto 9) All drainage, utility and maintenance easements shall be for the benefit if the Home Owners Association. notwithstanding the dissolution of the Association. The land burdened by such easements shall be owned by the individual lot owners. The drainage and utility (iv) Provision that the Association shall at all times be in good standing with the Florida Secretary of State. easements shall be dedicated to the perpetual use of the public at the time of platting. (v) Provision that at the time of turnover of control of the Association to the members, the Declarant shall ( deliver to the new Board of Directors the maintenance plan for the SWMS accompanied by an engineer's 10} All tracts which are to be owned and maintained by the Home Owners Association shall be conveyed to {Icertification that the SWMS is functioning in accordance with all approved plans and permits. To the extent the Home Owners Association by warranty deed at the time of platting. that any such engineer's report indicates any corrective action is required the Declarant shall be required to diligently undertake such corrective action at the Declarant's expense and to post a cash bond with the 11) The Developer shall construct appropriate curb cuts to enable access ramps at all right-of-way ,.Association for the estimated costs of such corrective action. intersection (and other areas as reasonably required) in order to accommodate access to sidewalks and `' (vi) Provision that no property owned by the City or any other governmental entity shall be subject to streets for persons who are in wheelchairs and other persons who are physically challenged. Sidewalks assessments levied by the Association. abutting each platted lot shall be constructed at the time a house is constructed on the lot. When sidewalks (vii)°Provision that any amendment to any provision affecting the City requires the consent of the City in an are constructed on comer lots at certain locations, the sidewalks will be extended to the curb and the instrument recorded with the amendment, except that the consent of the City shall not be required to amend appropriate ramps will then be constructed. Sidewalks adjacent to common areas shall be constructed at the Declaration for McCormick Woods to add McCormick Woods Phase 3. the time of the permanent construction of the adjacent common area. (viii) The Articles of incorporation and Bylaws of the Association shall be consistent with the foregoing provisions. 12) The plan shows available pad size for reference only. For each individual lot, the buildings shall not exceed 40% lot coverage and the total of all impervious surfaces shall 28) Removal of existing protected trees will be limited to clearing road right-of-way and retention areas as not exceed 50% lot coverage. detailed in these plans. All existing protected trees on individual lots will be evaluated at the time a building permit is issued for that lot, to determine whether or not each tree needs to be removed. 13) Street lights will be installed by Developer prior to certificate of Completion at his expense, and the cost of operations will be assumed by the developer in accordance with Ordinance 95-17. 29) Each subdivision plat, or other recorded document, shall include an easement for pedestrian and bicycle -riding purposes over the paved streets and sidewalks in favor of all students and their 14) All underground utilities shall comply with Ordinance No. 95-17, which requires pedestal -mounted utility parents/supervisors traveling to and from schools. The easement may restrict access to the time in which boxes to be placed back off the street, no more than 5 feet forward of the front building setback line, on all public schools are open for use by students (and 90 minutes before and 90 minutes after the schools are residential lots which are less than 70 feet in width where the lot abuts the street right-of-way line. open for use by students). No other facilities shall be used by the beneficiaries of the easement, such as, without limitation, common areas and recreational facilities; all common areas and recreational facilities 15) No person shall undertake land clearing or the removal of any protected tree without first obtaining a shall be totally for the benefit of the residents of the subdivision. The restrictive covenants shall set forth the permit from the Building Department. The removal of protected trees shall be minimized to the maximum procedures for assuring the ability to utilize the foregoing easement extent possible and no authorization shall be granted to remove a tree if the Developer has failed to take reasonable measures to preserve protected trees. 30) Pursuant to Ordinance #2001-18, all subdivision signage must be consistent with the legally assigned name of the subdivision. Any subsequent change to the name of the subdivision must be approved by the 16) All legal instruments, including but not limited to the declaration of easements, covenants and City Commission. restrictions, association documents, and deeds conveying Property to the homeowners association, shall be approved by the City prior to plat approval. 31) All references to the Declaration of Covenants and Restrictions and the Home Owners Association shall be deemed to refer to the Declaration and Association to be established with respect to McCormick 17) Existing trees 8-inch dbh or larger (other than citrus trees or "trash" trees) located along proposed Woods. The property shall be made a part of the Association for McCormick Woods and shall be made locations of buffer walls or road right-of-way lines will be preserved if at all possible. The buffer walls and subject to the Declaration for McCormick Woods. roads will be designed around those trees to incorporate them into required landscape buffers and as street trees. 32) Pursuant to Section 9-1 C., Ocoee Land Development Code, a Final Certificate of Concurrency shall be required from the City of Ocoee prior to Final Subdivision Plan Approval. 18) The existing grades on the individual lots containing protected trees will be maintained as much as possible to preserve existing protected trees. For lots containing protected trees, there will be no grading or other construction on individual lots, except as specified in the Final Subdivision Plan, until building permits are issued for those lots. 19) Nothing herein shall be construed to waive any provision of the Land Development Code except to the extent expressly set forth on the Waiver Table. 20) A perpetual, non-exclusive easement for access over all internal roadways and paved areas shall be i granted at the time platting (either by dedication on the plat or by separate instrument recorded immediately after the plat) in favor of the City of Ocoee and other applicable authorities for law enforcement, fire, code enforcement and other emergency and municipal purposes and services. 21) Any existing wells are to be abandoned. 22) Each residential building lot shall have a minimum of 3 trees per lot, and 1 street tree with a minimum size of 10 feet in height, and 2 inches diameter at breast height (DBH). 23) The project is proposed to be gated and shall comply with all applicable Orange County ordinances and resolutions with respect to gated communities, including but not limited to Article Vlll, Chapter 34 of the Orange County Code, as well as any amendments to that Article that may be enacted thereto. All references in said County Code Chapter to the "County" shall be deemed to refer to the "City" for purposes of this requirement. Notwithstanding the foregoing, in the event the City adopts an ordinance regarding gated communities prior to approval of a plat for any portion of the project, then the project shall comply with any such ordinance adopted by the City. i TRACT OWNERSHIP AND MAINTENANCE TABLE Tract Description Ownership Maintenance A 20' Landscape Buffer Homeowners Association Homeowners Association B Private Right —of —Way Homeowners Association Homeowners Association Overall Plan 1" = 200" INDEX OF SHEETS SHEET TITLE No. Cover Sheet 1 Typical Sections 2 Overall Plan 3 Tree Survey 3a Overall Utility Plan 3b Stormwater Pollution Prevention Plan 3c Boundary Survey 3d Plan & Profile 4 Site Details 5 Water & Sewer Details 6-8 Landscape Plan L1 OWNER: KKH, LLC (407) 896-9061 3100 CLAY AVENUE, SUITE 275 ORLANDO, FL, 32804 APPLICANT/ KKH, LLC (407) 896-9061 DEVELOPER, 3100 CLAY AVENUE, SUITE 275 ORLANDO, FL, 32804 ENGINEER: JUNE ENGINEERING CONSULTANTS, INC. (407) 905-8180 P.O. Box 770609 WINTER GARDEN, FL. 34777-0609 SURVEYOR: CEMS CONSULANTS, INC, (407) 877-7979 120 E. MAPLE STREET WINTER GARDEN, FL. 34787 GEOTECHNICAL YOVAISH ENGINEERING SCIENCES, INC. (407) 774-9383 ENGINEER: 953 SUNSHINE LANE ALTAMONTE SPRINGS, FL. 32714 K ^ UTILITY COMPANIES: _� a WATER / SEWER ORANGE COUNTY UTILITIES DEPT, 407-254-9928 APR 2 1 2006 50 CURRY FORD ROAD ORLANDO, FL. 32825 { ) c REUSE WATER CITY OF OCOEE 407-905-3100 150 N. LAKESHORE DRIVE .u,. OCOEE, FL. 34761- ELECTRIC PROGRESS ENERGY 407-905-3302 452 E. CROWN POINT ROAD WINTER GARDEN, FL. 34787 TELEPHONE SPRINT :407-814-5373 P.O. BOX 770339 WINTER GARDEN, FL. 34777-0339 CABLE BRIGHTHOUSE NETWORKS 407-295-9119 844 MAQUIRE BLVD, OCOEE, FL. 34761 GAS LAKE APOPKA NATURAL GAS DISTRICT 407-656-2734 1320 S. VINELAND ROAD WINTER GARDEN, FL. 34787 10' 25' Ri ht-of-Wa Centerline 25' Ri hf-of-Wa " EasUtility Easement 11 • 24„ 92' 12• 24 11 Varies See Plan Varies See Plan Min. 1 112" Thick Type 1/4„i10' S-3 Asphaltic Conc. 12' Const. 4' Wide Conc. Sidewalk Miami Curb 4' 6' Soil Cement Base Course Compacted to 989 Max Density (AASHTD T-180), Asphaltic Prime Coat Applied at 0.15ga1,/sf *Alternative 6' Limerock Base Course Compacted to 98r Max. Density (AASHTO T-180), Asphaltic Prime Coat Applied at a 15gaL/sf 12" Subgrode Compacted to 989 Max. Density (AASHTO T-180), Top 6' Stabilized to 50 psi FBI, Min. TYPICAL ROAD SECTION N. T.S. 0 Utility Match Exist. Easement C Stabilize Top 6' to 50 psi FBI, Min. 12' Subgrode Compacted to 98X Max. Density (AASHTO T-180), Top 6" Stabilized to 50 psi FBt; Min, Miami Curb 'avement T YPICAL SIDEWALK INTERSECTION DETAIL N. T, S Future Curb & Gutter Const. 20 or as Shown on Plans 1'-10" A �`N % C 1/2" Exp. Join t 1'-2"I A C B Valley Gutter Curb & Gutter PLAN 7112 6 1/41, 7 1/2" SECTION AA 3/4 "R �o 7 1/2" 8„ 5! O" SECTION BB 6" 1'-10" 3/4l,R 7 1/2" 3, 6" SECTION CC VALLEY GUTTER N. T, S Width as Noted on Site Plan Light Broom Stroke Finish Finish Grade —" I IY4.. 114 R �—Li i d 41 5'-0" Apart Max. WALK SEC110N DUMMY GROOVE (Dummy Groves will be Spaced to Make a Square Section) JOOO psi Concrete \ (-L4. 1114 R. ^t 114 R, j • a 4 20'-0" O.C. Max. or 112 Expansion Joints 40'-D" D.C. Max. Length of Walk Provide at Every Sidewalk Intersection CONSTRUC770N JOINT CONSATUCRON JOINT Note: Use 6" Thick Concrete Along all Retention Pond Tract Frontage SIDEWALK DETAILS N. T,S CROSSWALK DETAIL N. T,S DATE 11 /22/05 2/1 /06 REVISION County Comments City / County Comments NAME CHECKED JAS RAJ JAS RAJ /W 24" GENERAL NOTES: 1, ALL CONSTRUCTION INCLUDING BUT NOT LIMITED TO CLEARING, ,• 12" 12' GRUBBING, EXCAVATION, EMBANKMENT, GRADING, GRASSING, STORM PIPE, STORM STRUCTURES, UNDERDRAIN, PAVING, Pavement CURBING, SIDEWALKS, WATER MAINS, WATER SERVICES, SEWER { MAINS AND SERVICES, AND MATERIAL TESTING SHALL CONFORM TO CITY OF OCOEE AND TO THE FLORIDA DEPARTMENT OF °'•°' TRANSPORTATION STANDARDS AND SPECIFICATIONS FOR ROAD AND, BRIDGE CONSTRUCTION MOST RECENT EDITIONS :q. o :.� Base a `°"• ' 2. ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED UPON °d COMPLETION OF CONSTRUCTION. ALL SLOPES STEEPER THAN 4:1 ° SHALL BE SODDED. 10 12" ( Stablized Sub rode I 12" 9 `'i.;,.';,'-', 3, ALL PROPOSED GRADES SHOWN ARE FINISHED GRADES. .s 4, THE FLOWLINES OF ALL CURBS SHALL BE GRADED TO OBTAIN BT IN A R MINIMUM GRADE OF 0 4� 2 o AND SHALL DRAIN POSITIVELY TO ALL o :Compacted Subgrode INLETS. 5. BOUNDARY AND TOPOGRAPHIC INFORMATION SUPPLIED BY CEMS CONSULTANTS, INC. 6, UTILITIES SHOWN WERE LOCATED FROM BEST AVAILABLE STANDARD CONCRETE MIAMI CURB INFORMATION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATION AND PROTECTION OF ALL UTILITIES THAT MAY EXIST. N. T,S. 7. ELEVATIONS WERE BASED ON ORANGE COUNTY DATUM. 8, EXISTING ZONING OF THE SUBJECT SITE IS R-1—A, 9. THE CONTRACTOR IS RESPONSIBLE TO PROVIDE EROSION AND SEDIMENT CONTROL THROUGHOUT THE CONSTRUCTION PHASE WHICH SHALL INCLUDE, BUT NOT LIMITED TO THE PLACEMENT OF SILT FENCES, STACKED HAY 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 TRANSPORTATION AS OUTLINED IN F.D.O.T. STANDARD INDEX #102. THE CONTRACTOR SHALL PROVIDE AN EROSION PROTECTION PLAN PRIOR TO PRE —CONSTRUCTION MEETING, THE MEASURES SHOWN HEREIN ARE THE MINIMUM REQUIRED. ADDITIONAL CONTROL MEASURES SHALL BE UTILIZED AS NEEDED, DEPENDENT UPON ACTUAL SITE CONDITIONS AND CONSTRUCTION OPERATIONS. 10. STRIPPINGS AND ALL UNCLASSIFIED MATERIALS SHALL BE REMOVED FROM RETENTION AREAS AND ROADWAYS AND DISPOSED OF ONSITE AS DIRECTED BY ENGINEERING SO AS NOT TO AFFECT BUILDING LOT PADS. 11. SOILS REPORT BY YOVAISH ENGINEERING SCIENCES, INC.,. RETENTION FACILITY BERMS, ROADS AND UNDERDRAINS SHALL BE CONSTRUCTED AS DIRECTED. 12. CONTRACTOR SHALL IMMEDIATELY NOTIFY JUNE ENGINEERING CONSULTANTS, INC. OF ANY PROBLEMS REQUIRING DEVIATION FROM THESE PLANS AND SPECIFICATIONS. 13. CONTRACTOR SHALL PROVIDE AS —BUILT INFORMATION TO ENGINEER ON THE FOLLOWING ITEMS: PAVING GRADES AT POINTS SHOWN ON THESE PLANS; ALL STORM STRUCTURE AND PIPING INVERTS AND LOCATIONS; ALL WATER MAIN, SERVICES, FIRE HYDRANTS, VALVES, AND BLOWOFF LOCATIONS; ALL SEWER LINES, SERVICE LATERALS & VALVES. 14, STORM PIPE MEASUREMENTS SHOWN ARE MEASURED TO END OF MITERED END SECTIONS AND TO THE CENTER OF STORM STRUCTURES, SANITARY PIPES ARE MEASURED TO CENTER OF STRUCTURES. 15. INDIVIDUAL LOT OWNERS WILL BE REQUIRED TO CONSTRUCT DRIVEWAYS AND SIDEWALKS AT THE TiME OF HOUSE CONSTRUCTION. CONTRACTOR WILL BE REQUIRED TO CONSTRUCT SIDEWALKS WHERE REQUIRED ALONG RETENTION PONDS & COMMON AREAS. 16. CONTRACTOR SHALL COORDINATE PLACEMENT OF ALL UNDERGROUND CONDUITS NEEDED FOR UTILITIES AND IRRIGATION. 17. CONTRACTOR SHALL AQUIRE, REVIEW, AND MEET ALL CONDITIONS OF PERMITS PERTAINING TO THE CONSTRUCTION OF PROJECT INCLUDING BUT NOT LIMITED TO CITY OF OCOEE, ST. JOHNS RIVER WATER MANAGEMENT AND THE FLORIDA DEPARTMENT OF ENVIRONMENTAL REGULATION, AND ARMY CORPS OF ENGINEERS, 18, CONTRACTOR SHALL USE PLAT FOR ALL CONSTRUCTION LAYOUT AND NOTIFY ENGINEER OF ANY CONFLICTS BETWEEN PLAT AND CONSTRUCTION PLANS, 19. FILL MATERIAL SHALL BE PLACED (MAX. 12" LIFTS) AS SHOWN BY THE PROPOSED ELEVATIONS AND TYPICAL SECTIONS AND COMPACTED TO A MINIMUM OF 987 MAXIMUM DENSITY (AASHTO T-180) AS VERIFIED BY A SOILS ENGINEERING COMPANY RETAINED BY THE OWNER, SUITABILITY OF FILL MATERIAL SHALL BE APPROVED BY A SOILS ENGINEER. 20. THE CONTRACTOR SHALL NOTIFY ST. JOHNS RIVER WATER MANAGEMENT DISTRICT IF ANY DEWATERING SHALL BE REQUIRED, IF REQUIRED SJRWMO WILL DETERMINE IF A PERMIT IS NECESSARY. 21. PRIOR TO PLACEMENT OF BASE MATERIAL CONTRACTOR SHALL HAVE GEOTECHNICAL CONFIRM LOCATION OF ANY REQUIRED ROADWAY UNDERDRAIN. 22. FIRE HYDRANTS TO BE IN PLACE, APPROVED & OPERATIONAL PRIOR TO ANY BUILDING CONSTRUCTION. 23, PERMANENT BENCHMARKS, WITHIN THE PROJECT LIMITS, SHALL BE CERTIFIED TO ORANGE COUNTY DATUM UPON COMPLETION, 24. ALL STORM PIPING JOINTS SHALL BE WRAPPED BY FILTER FABRIC PER F.D.O.T. INDEX 280. 25. PRIOR TO CONSTRUCTION ' PLAN APPROVAL, FIELD VERIFY THE LOCATION OF ALL EXISTING UTILITIES. 26. THE CONTRACTOR SHALL NOTIFY THE ORANGE COUNTY UTILITIES CONSTRUCTION DEPARTMENT (407) 254-9798 48 HOURS PRIOR TO ANY UTILITY CONSTRUCTION, 27. ALL PROPOSED UTILITIES CONSTRUCTION THAT WILL BE CONNECTING TO THE OCU WATER, RECLAIMED AND WASTEWATER SYSTEMS SHALL CONFORM TO THE ORANCE COUNTY MANUAL OF STANDARDS AND SPECIFICATIONS FOR WASTEWATER AND WATER MAIN CONSTRUCTION, LATEST EDITION 28. ALL EXISTING UTILITIES HAVE BEEN FIELD VERIFIED AT ALL POINTS OF CONNECTION AND AT ALL AREAS OF CONFLICT. 29. PRIOR TO ANY UNDERGROUND EXCAVATION, THE CONTRACTOR MUST CONTACT SSOCOF (SUNSHINE STATE ONE CALL OF FLORIDA) TO LOCATE ANY OR ALL UTILITIES WITHIN RIGHT—OF—WAY OR PRIVATE PROPERTIES AT (800) 432-4770. (CHAPTER 556, F.S.) June Engineering Consultants, Inc. ,JOB NO. Typ/cGl Sections % g g _ E 71 E. Church Street Orlando, Florida 32801 OJ O`379 C Certificate of Authorization #00 . 008507 SHEET Ph. 407-839-6000 Fax 407-839-6020 McCormick Woods — Phase J DRAWN BY: DATE CHECKED BY: DATE SCALE 2 CLK 101910J RAJ 10/9/03 As Noted OF 8 SAMPLE CONPUTARLN OF GRADING CONTROL LINE A-F FOR A 60' LOT ON AN 0.5X STREET, NTH 28' SETBACK, 28' BUILDING DEPTH AND 2X SWALES RESULTS USNC ►X SHALES A Curb -top on lot-lhe extension at high lot comer A-B Parkway slope: 12' grass and walk of 1/4' / fC (2X) J' pi J' (LL3) B-C Side swe/e: 56' gross of 1/4" / ft. C-D Swale turn wilh 10 radius 16' grass at 1/4' / ft. 14' 1.21 4' (a 7' (0.6) 2" (0.12 D-E Rear Swale: 12' grass at 1/4' / ft. (2X) J. (0.31 1' (0.1 E-F Protective rear slope up from high point of swales 6' po 6' (0.5) Sub -fold A-F from curb -top to ground of rear building woo 30" (2.5) Minknum rise from curb -top to slab floor. 30' + 8' 38' (3,2l 27- (231 Minimum rise Pow wood floor ushg 8 joists: J0' + 19' 49' (4.1) 1 J8 (12) FHA T YPE 'A' L O T GRADING N. T.S. SAMPLE COMPUTAnav OF GRADING CONTROL LINE A-D FOR A 60' LOT {f1TH 2B' SE78ACK, 28' BUILDING DEPTH AND 2X SHALES RESULTS USNC IX SWAGES A Curb -lop on lot-lkie extension at high lot comer A-B Parkway slope: 12' gross and walk at 1/4' / ft. (2X) 3' (0.3) 3' (0.3) B-C Side swale: 56' gross of 1/4' / ft. (2X) 14' 0(.2J 7' (0.6' C-D Protective side slope of extension of few wall 6' (0.5) 6' (D.5 Sub -told A-D from curb -top to ground of rear Wdng walk . . . 23" (1.9) 16' (1.3) Minimum nse from curb -lop to slab floor: 23' + 8' 31 (26l 24 (2.01 Minimum riee kr wood floor using 8' Joists: 23' + 19" 42' (d5) 35' (2.9) FHA T YPE 'B' L O T GRADING N. T.S. ENVIRONMENTAL SWALE OB AA SAMPLE COWPUTA77ON OF MAD/NC CCVTROL LINE A-F FOR A 60' LOT, RESULTS USING 28' SE75ACK, 13.5X DRIVEWAY, AND 16' M NT SHALE D-E AT 2X IX SHALES A Crab -top of high side of drive near low lot comer A-B Parkway stops: 12 gross and walk at 1/4" / ft, (2t) 3" pi, 3' (0.3) B-C Driveway grade ahonge: 4' vertical curve from up-grode 0' (0.0) 0' (0,0) drive in street to down -grade drive on /of. C-D On oy down -grade to potnl 10 feet out from building -23' (-1.9) -23' (-1.9) line 14, at 1 5/8' / ft, (13.5X) D-E Front Swale. 16, at 1/4' / ft. (2X) 4' (t731 2' (A21 E-F Protective front slap@ up from high point of swoles 6" (0.5) 6" (R5) Sub -total A-F from curb -top to ground of building -10' (-0.8) -12' (-1.0) FHA T YPE 'C' L O T GRADING N. T.S. OOCEA (SR 429) (R/W Varies) 0 w U ¢ Q w � � U 9tl` vc;�` ------- ------------- q• ------------ - - - - - - 1"---- --- -- -r=-_ q. A` - - ____-_ _,____-__�_�--`__sty �_-___ Q Q a - - -1--------- - - - 4-- - - - - - - ----- im--------- ----_ -------6V-------------------------- 9 ?$ - _-w--^-- - �o�------o _�'°e----------- ------- Z - b------- ------ L__ --_-$* -- --- ` »--" �'"`--_d°--------------------------�- ---------- ------------------kV --- ------------ '�' _- ----- N_-q� .41 ---N------------------------------- q�--_'----.._..--.-_�C--------� -- ------------- -L-------- -- - - - ..-=ic----ra--*- °�-=-�'=--K_r--=r- - - -tin®-m.n-=ro��= - -� - - - _ _ _ •0q� \ \ � / � - ..ter,---.r-�----�--- `� ti Tract "A" - 20' Landscape Buffer X '------ --------10¢------�.------------ 17.3------------------ate-----�� r-------erg------k�------- �---- ��. ti �, E '-121=-------7�0'---- �q d°` N N 1 41\ E Z E U LLJ ,I - - - - - \ \\---------'---- / - - - - - - \ \ I I c C) IT I \ \\ // // I I � I \\ \\\ I I I I f I O\ q` 0 A-Modi.'e , \\ �\ �/ j L I• I \\ \k\\ li If Ij r---------, r----- II t I I A -Mod / I I' I I A -Mod , \ 1\ A 22 �� \ \\ . II Il q`X A I I I 150.7 i 6 \ I I ib 24 4 Remove Exist. Temp 150.f orary I 10486 Turnaround A -Mod 39 ___ L0 co I I \ \ \---------- J/ I - --- \ \� ---t1 1 I I I w \ p / l `� 150.8 I I r-------------� \ \ \ \ ------ II----------11 I I i Match Exist. Roadway r N \ / 0 1 I \ \ \ I I I Q ,I I A -Mod I \ �, \ \ , / / I I I I I \ \ \ \ I I I f I I p\ ------ --- \--------� r--------1s3------- I I A I \ \ q�/', 1--- 1 `\ .� .---------------- �'- 21 \ ---- Zoning A-1 �'" ti Tract "B" - Private R/W �X . 1/ f1 :. E: =1 Existing Retention Pond Top 148.0 Bottom 140.50 Remove Exist. 4' Barbed Wire Fence Match Exist. Roadway Zoning R-1A co / D i a I F9 148: 3 I a n-----------\ -I`� f I I Il. ��1 14 .5 k Woods Phase 1 McCorlonina R-1A EROSION CONTROL NOTES 1. All areas disturbed and not touched in thirty days shall be seeded and mulched. 2. Contractor to provide control of airborne dust during construction as required. 3. All inlets shall be protected by hay bales.. 4. All sediment & erosion control measures shown herein are the minimum required. Additional controls to be utilized as needed. i TREE LEGEND: CH CHINA TREE E EAR TREE 0 OAK TREE P PALM TREE WC WILD CHERRY TREE TWIN WC TWIN WILD CHERRY TREE 0 TREE TO REMAIN X TREE TO BE REMOVED ® AREAS TO BE CUT / FILLED BY > 2 FEET TREE NO. TREE DESCRIPTION No. TREE DESCRIPTION 1501 10" CHERRY 1538 10" CHERRY 1502 14" CHERRY 1539 8" LAUREL OAK 1503 10" CHERRY 1540 8" LAUREL OAK 1504 8" CHERRY 1541 7" LAUREL OAK 1505 15" CHERRY 1542 12" CHERRY 1506 11" CHERRY 1543 12" CHERRY 1507 14 " LIVE OAK 1544 10" CHERRY 1508 16 " LIVE OAK 1545 10" CHERRY 1509 14 " LIVE OAK 1546 10" CHERRY 1510 10" LIVE OAK 4 CLUSTER 1547 12" LIVE OAK 10 CLUSTER 1511 12" LIVE OAK 3 CLUSTER 1548 10" LIVE OAK 15 CLUSTER 1512 8" LIVE OAK 1549 8" LIVE OAK 7 CLUSTER 1513 10" LIVE OAK 6 CLUSTER 1550 8" LIVE OAK 10 CLUSTER 1514 10" LIVE OAK 4 CLUSTER 1551 14" LAUREL OAK 1515 8" LIVE OAK 3 CLUSTER 1552 14" LIVE OAK 1516 8" LIVE OAK 4 CLUSTER 1553 14" CHERRY 1517 8" LIVE OAK 1554 12" LIVE OAK 8 CLUSTER 1518 10" LIVE OAK 5 CLUSTER 1555 10" LAUREL OAK 1519 12" CHERRY 1556 10" LIVE OAK 61 CLUSTER 1520 8" CHERRY 1557 16" LAUREL OAK 1521 8" CHERRY 1558 14" LIVE OAK 1522 10" LIVE OAK 8 CLUSTER 1559 14" LIVE OAK 1523 10" LAUREL OAK 1560 16" LAUREL OAK 1524 12" CHERRY 1561 14" LAUREL OAK 1525 10" LIVE OAK 10 CLUSTER 1562 16" LIVE OAK 4 CLUSTER 1526 6" LIVE OAK 10 CLUSTER 1563 10" CHERRY 1527 14" LAUREL OAK 1564 14" TURKEY OAK 1528 14" CHERRY 1565 12" LIVE OAK 10 CLUSTER 1529 14" LAUREL OAK 1566 TWIN 12" LIVE OAK 1530 8" LIVE OAK 10 CLUSTER 1567 15" LIVE OAK 1531 16" LAUREL OAK 1568 8" LIVE OAK 1532 8" CHERRY 1569 8" LIVE OAK 1533 6" CHERRY 1571 6" LIVE OAK 8 CLUSTER 1534 14" CHERRY 1572 6" LIVE OAK 1535 10" LIVE OAK 6 CLUSTER 1573 8" LIVE OAK 1536 12" LIVE OAK 6 CLUSTER 1574 6" LIVE OAK 1537 12" LAUREL OAK 1575 6" LIVE OAK I i Y� c U Q _ ry z -----� E ----------i _ r---------I E 1 I I------------------, 1-------- i i z I , i-----------------, I i I I I r----------- 010 c I I 1 I i I I 11 I I I 1 I I 1 I (L--------------� II LI ------------ ------------ L--------L -------- I------------- U L---------� I I L---------' --- I`-------------j i i� 21 I-------------� w L - - - - - - - - - - - - F-- J I I 1 i Q •- j L------------I �_- N 00 00------------� / z N i i i I--------------i N I � � _, r� L------------� I I V N �00 I I 1 I I I I w 0)h L------------ j I I I I r------------7 iTl 1------------- (n -I I 0) I I L------------ J 00 I I -{-1 t,_ �O U ------------ oo �...• ! 14 I N i I 1 a)1 1 I I i-------------� i 25 I v { i s oo x v o, a w O i L------------ J i I I 1 I N 100 U I ! I I I I L----------- y L - - - - - - --` cn � L------------ j 1 I I--------------i------------� N r---------r----------r----------I I I 1 i L------------� U 1 ( ► i 1 ! I I I I O i Q h ------------1 I " 1 I ►► I i I N o\ •, I I I I 1 r--------------I Q i 15 i i 16 i i 17 i i i i i i •� o m i I I I i I I I I 18 I L-------------1 I i p 1 I 11 1 I I I I L------------� w L------------ j _ i i i i i i i i i-------------� .c- L--------- J L------------------� L--------- I I I a U r---=---------- l � a� ! I I I U 1 N i i I I w 00 Q00 L------------ J �m / /------ m--- i LJ- I _-_ J 0} r m z 7"r- r----------1---------I r------ 04 I J�C ! IA I ( M I mod' I 00 4 1 i I h I i ►oo N 1 I I I ul)to I - N .!�o 20 b I n I I iI 1 I I Ii I I r^ I t I IN i .\lK n L-----------------I-� L----------L-------- O r L11 -------- 1I II II v, L------- M N N j n N to 'o 148.0 S00907'2 '�E 707.93' ----------� ,----------1----------� 140.5 0 ---------------- I,----------, r----------------� 1 I I I I I �------------------i i i I I I i---------, ,----- i I Const. 4• PVC (0900) L-------------� i i �� Reuse Water Main i 1 I I I I I � (- ------------� I I I I 1 1 I I--------------i I I 12 1 I 1 I I I I----------� 1----------� I I i r------------I L-__-----_-i Connect into;E O. Water ate Sanitary Main •V veL---- `-----------� Manhole - --- I i I E I i I 21 i I -- I I L------------J ------------� ``• 13 .� 81 Gate Valve I I — i w/ 2. 8lowoff I ------------� i I 1 1 i a• PVC (0900) _ ® I SPs------------ J i Water Main i \ 49 Tee (Reuse) I) i 20 81 PVC (SDR 35) i w/ Gate Valves i - - - - - - - - -- - - -I I i I Sanitary (Typ) I I I L------------J I I i------------- I ----------- ------------- I I 1 Const. 6•x49 ( 8• PVC (C9tO) I I i 25 i 38 O Reduosk Water Main I 7 I Reuse WaterL------- _____ I 1 I Service (Typ) 1 I I I i 19 i L-------------J I ---J L--------- I I IT ------- r---------I r--------- i r--------- 1 I I I ------ -I 1--------------I I I I I I I L------------ J FH I Sanitary Sewer i I i - ------ I Service (Typ) I I i I i I 1 F------------ -I Lr, I i 1 I i I I I 1 I I I I © 1 15 i I 16 i I 17 I I i 1 I i I I Water Service tTyp> I I I I I i I I I I O 1 1 I I --------------I I FH I I 1 I I I I i I I I I ( I i-------- L------------J I I F---- I ------------- I I I I 1 I I I L---------J I ---------- i L----------i L------------ J 1B,I 1 PVC 00) r------------� 8' P C (0900) 8• Tee w/ Reuse Wat9err Main Wat r Main SP Gate Valves 1 27 1 1 1 I 1 1 •S• street I L-------------J 1 L------------ J /------------i 69 PVC (C900) Proposed StormI 81 PVC (C900) i 2g Reuse Water Main System ' 6 91k 1 Water Main 1 I 1 I I I 1 6 Tee (ReusB# I 1 I I---------------J ,' `� i ► I i 1 w/ gate Valv$ I 1 I I .- I I 1 I I I I I s• PVC (09001 1 I I I I I 1 Reuse Water I Wn ------------------ ---------i L--------- -I----------i [ �----------i L---------- i CS —Pe I Connect Into Exist. Water , Main • Gate Valve Existing Tem orary Jumper r--------- -I r--------- 7 F---------- I Connection wr Double Detector Check Valve Assembly ::A c c E a� E 0 O E v> o a � v � O U , U LO FW- N � \ N • N U C00 r� O p -� r II I� O c O d :� v 0 x -�-� o i° 1 O Q 0 q�z V) C C O§ 2 o U LLJ N 4) �N o O\ � N .� Q CO v- M N p a� w Y • cn � _ .1 `v Q> _ U W o 0 W N � \ M � N O V M I m O Z Q � ov ' J �lv 0 � o O C�1 V V Notes: 00 1. All water mains are 8" PVC 0 n F- (C900) unless otherwise noted. Q LijW I� m O 2. All water and reuse water O � service laterals shall have a county approved backflow i g� i o9�" a5�tl 6QCOn4 I ----------- _- --- -_-_ - ------____ ` _ _-'_--- 9L--------- --------------- -------- --_ `---'-'----'- `'--^---'--'-_.°..-__.----"-.' .�q -- ---•---------' V� r--- v ---- �._..._-.-- .--___---1.'4yi _-. _._ •�q q� -------- - --_-_-- ____ --.. }{ ---- �.------ -___ --- .-_-.___--•".fie" -.__-_-_----_ _.-.-__-___._.. ------�_ __-r_- - _______-----dY ---- ,-_-��w" __-. .-_--.�-_-.-_,---_u ----- ° _ - - - - - - - - - - - - q _ _ -=3.== _ _ " r w ____ _ -- _ _ --- _-__= _fir =•_= •'-" � _ -- -_ - __ - - - 6� n_��YF=n== _ - - 1 Y-__ __.ter-��--g'..=-�� - ._...- ��ti.--.. \ \ \ \ / � \ Pr oJect Name: McComYcic Woods Phase 3 FDEP Project lD #FLR Site Location: $32 T21S R28E Lattifude 28-37g9- Longitude 81.31'SB- Site Area: The total site is eppradmate/y 9.8 acres ofwhkh 9.8 will be disturbed byconstrutlon actiaes. Owner Name. KKH, LLC. 3100 C/ayAvenus, Suite 275 Oriartdo, R. mwi Contractor Name: PY*d Descn1oftn: Construct intS astrcrdure assodated with asingle tbmgy resloenHa! strbd/vls/on. Clearing and Oubbing; installing a stabilized construction entrance; perimeter and other erosion and sediment controls; grading; excavation for the stormwater ponds, storm sewer, utilities and building foundshoons; consi uctan ofroads, curbing, sidewalks; preparation for fma/p/antrngand seeding. Construction Sequence: 1. Install stsb#Ized construction entrance. 2. Clear and Grub for silt fence Installation. 3. Install Slit fence 4. Construct Retention ponds/Mass Site Grading 5. Instal/ whastnrcture - (Storm Sewer, UWW, Roads, etc.) & Complete finelgratiing and installpermanent seeding and plantfngs. 7. Remove any accumulated sediment from basin. 8 When construction activity is complete and the site is stabl#W, remove silt fence and reseed/resod any areas disturbed by their removal Sall Type: Site /s pdmadyunded2in with USDA-SCS Type -A-Soils (Tavares and Millhopper Fine Sands) Runoff Coefflaient The final nunofl'coetrrdentfor MesW wil/be 0--0.55 Dewaterirlg Methods. Notrequtred shoe water table is vary deep Receiving Water , Body. Lake Apopka CONTROLS (BMPSs) Einsion and Sediment Controls Siabilaation Practices Temporary Stabilization - Top stockpiles and disturbed portions of the site whew construction activity temporarily ceases for at least 30 days wiit be stabilized with temporary seed and mulch. Permanent Stabilization - Disturbed portions ofHte site where construction activities permanently ceases shall be stabilized with permanent seed and mulch and/or sod no later than 30 days after the last construction aciliill Sbucturel Practises Silt Fencing - Will be constructed around the padnudarofkte site as indicated on fits overall plans of the construction plans. Retail Pond/ Sediment Basin - Wig be constructed Wth the site grading. Once constrtcHar activities are nearly complete, the accumulated sediment will be removed from the bask. Other Controls Waste Disposal Waste Matedals -All waste matenais wig be collected and stored in a dumpsteroras required by the City of Ocoee. All trash and debris from the site w#I be stored /n the dumpster: 64, Proposed Temp. Erosion Control Barrier (Silt Fence) Hazardous Waste -Alt hazardous waste materials w#1 be disposed oftrt the manner spedfied by local or state reguiehon or by the manufaduren Sanitary Waste -All sanitary waste will be collected from Me portable units as per Me requaement oftlte City of Ocoee. Offslte Vehicle Tracking A stabilized construcrbon entrance has been provided to help reduce vshide hacft of sediments. The paved street adjacent to the site enhance wi# be swept as necessary to remove any excess mud, dirt or rock tracked from the site. Dump trucks hauling material from the constnuchon site will be covered with a tarpaulin. TiM/NG OF CONTROLS/MEASURES As /nalcated In the Sequence of MajorActiv/Hes, the silt fend stabilized construct/on entrance will be constructed priorto clearing orgradingofany otherpodions of the site. Areas where construction activity temporarily ceases formore than 30 days wN be stabilized with a temporary seed and mulch. Once construction activity ceases pemlanendy In an area, that area will be stabilized with permanent seed and mulch and/or sod. After the entire site is stabilized, the accumulated sediment MY be removed from the retention ponds and along the silt fence. CERTIFICATION OFCOMPLGWCE WITH FEDERAL, STATE AND LOCAL REGULATIONS The storm waterpalutlon prevention plan reflects the CdyofOcose, Orange County, St Johns River Water Management District, Fkil Department of Environmental Protection and the U.S. Environmental Protection Agency requirements forstorm water management and moosion and sediment control. AMINTENANCEIANSPECTION PROCEDURES These are the inspection and maintenance practices that will be used to maintain erosion and sediment controlk • All contra/ measures w!Il be Inspeded at least once each week and following any storm event of0.51nches orgreaI A rain gauge avill be on site to measure rainfall amounts. • All measures will be maintained in good working order, ifrepairis necessary, it will be initiated within 24 hours of the report - Built up sediment will be removed from sift fence when it has reached one-third the height of Me fence. - Silt fence wig be inspected for depth ofsediment, tears, to see /fMe fabric is securely attached to the fence posts, and to see that the fence posts are flrmty In the ground. • The retenfhon pondsise&ment basins will be inspected, and sediment will be removed at the end ofMejob, • Temporwyand permanent seeding and planting wil/be inspected forbare spots, washouts, and healthygrowfh. /his expelled that the JbIloWng non•si mlwatar discharges wig occur from the site during construction: Waterfrom flushingof the wetergnes. Waterfrom the washing of the pavement (where no spigs orleaks of toxic orhazardous materials have occurred). - Uncontaminated groundwater (ham dewatenng excavation) All non -storm water discharges will be directed to the sediment basin prior to discharge. INVENTORY FOR POLLUTION PREVENTION PLAN The materials or substances fisted below are expected to be present ons/te during construction: • Concrete • Asphalt • Wood Masonry Block Rooting Shingles Petroleum Based Products Ferf/&ms Cleaning Solvents • Paints (Enamel and Latex) - - - - - - - - \ (ba1° Metal Studs \ Detergents CONTRACTOR /S RESPONS/BLEFORWSTALUNGANYADD/Tt0NAL EROSION CONTROL \ IF/T BECOMES NECESSARY TO MEET STATEAND LOCAL STANDARDS. \ 00 00 C�J G 0) 90 r----------------- 1 ------------- -------� r--------------- �----------- . 150.7 \ 150.8 148.E j b6 2tj d�°� j �--------- - - _ -/ I ( \\ ! i------------- 1 , (---------- 1 \ 1 I 1 148,1 1 �\ 150,8 1 --- \----------I 1 \ Ci----------)--------- I i 0 I i I 1 I I I 150.6 i I 1 _- i 1 r------ L------------J I 1 L------------ r-------------1 1 1 1 150.8 I� r------------ I 48.\� I 1 � � I 1 15 I I 1 I \ I 150.5 I ` 1 d"` 20 1 �� tiro" 1 r-- I A d° I d 1 I I 1 149.2 1 / ! \ \\�� ------ - i-------------1 m i-/�------------i -------t-----� \\ - I 14 i -- 1 I 41 O r 1 --- 1 I 150.8 i i------------ i 1 i \ 1 \ i Q1 \ L------------j I j ( j 149.4 A9 Q(d \38 "'� \ L----------- e"`I Y 1 15D, 11 i 19 i 1 _ J �e L--------\-c_J i I i I 149.5 \ -f------J I r-i ) -----------------i t----------t-------------- L------------ i I 1 (--------------I I �' ( i i•` 1 1 ( 1-------------1 , 26 r 149-7 I 150,1 t / 1 449.8 1 1 149.7 1 1 149, �k 1 18 _ i I---------- J d- 1 14 1 \ �L------------J 9.8 ` L------- j / `� I I i I Lam• I I 1-�� i I i i 1 i I 1 1 -----------� -� e 1-------------I L--------- J L---------j �1-•-------- r L------------ J 148.7 1 I 150.0 i /I / L - - - - - - - - - - - - - \ I L- - - - - - - - - Oe 1 x I I --------- -� ----------� t-------- ' tt / �' `�� ► 1 1 ► i L ( i-------- i i-------- i II it 150.1 i /ii i 35 149.2 I 4 i i 3 :) I I 2 I I r•1 i 1 I I 1 \ i 149.9 1 1 1 1 149.7 I / i 1 I 1 I I I �• /1 I I a�" , I 149.9 I I I \ I I 149.9 1 1 ",X 150.1 1 t I t i I I I I I I I fv\ 11 1 A� i obi i I I 11 � " I I I I 1 1 I I I I 1 1 I w�" --� c-----------.------I L----------•i L----------t 1 t----------j I-----------i L---------J /9 `--------� 1\ ( r / 11 1 1 1 it i w 148.0 \\\ `4 S00.07'2 "t 70T ,5,ti �� ti6q \ ,- \ 140.5 29 i 30 - ,',,, 31 /l 149.9- .ter \\ • I i I i// i j I <�i Post (Options: 2' x 4' or 2 1/2- Min. Dio. Wood., Steel 6' Mox 1.33 rbalFt. Min,) Filter Fabr o (In Conformance With Sec, 985 MOT Spec.) Elevation optional Post Positions Principple Post Pos/tion (Canted 20' Tornrd nor) Ill Falter Fabric Vif Silt Flow Section Note.' 971 Fence to be Po/d for Under the Contract Unit Price for Staked Silt Fence tl TYPE III SIL T FENCE N, T.S. W Li U LI a Z Q � c ill E 0 z U O ill -N Ld � [if U T yJ U iW o N C 00 LO of , hrn EQ -i--r Li (� O C: c O d 00 xv -H-r o Q 4.1 U N Uj O o o� �N � N ar ,- :3 .C: = Q5i, to N°' °' o O Q C ° -p i U ON U LLJ 0 O V i O 00 Q Lr) n F CV I Ln V r' M 0 m 0 Z (r J a ov i . O b vJ (lb o o O Sldewalki III I 0 Ditch Ditch z' _ (� • Apron - M ��III1119111VIIIII911VI�11111� Curb &Gutter �11�11911�IIIII�IIVIIVII(` Curb & Gutter Partial In/et Completed Inlet Ditch Bottom In/et Protection Around Inlets or Similar Structures o v T Is A or B Fence Note: Bales to be Stocked at the Direction of the Engineer. Loose Soil Placed by Shovel and Lightly Compacted Along Upstream Face of Bales. A00 Bales Backed by Fence 0 ' J E- v O W �- O (Per F.D.O.T. Index No. 102) m0 EROSION PRO TEC TION DETAILS o N. Ts. 4D 0 0 vA 0 0 r N N 3 �v v M rn M i rn a' c M 0 , 00 w tn 0 n d rn 0 0 N i 'a 'O U LAND DESCRIPTION (PER TITLE COMMITMENT): A PORTION OF WEST ORANGE MEMORIAL PARK, ACCORDING TO PLAT BOOK Y, PAGES 137 AND 138, PUBLIC RECORDS OF ORANGE COUNTY, FLORIDA. A PORTION OF SECTION 32, TOWNSHIP 21 SOUTH, RANGE 28 EAST, ORANGE COUNTY, FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGIN AT THE NORTHEAST CORNER OF THE NORTHEAST ONE -QUARTER (NE 1/4) OF THE SOUTHWEST ONE -QUARTER (SW 1/4) OF SECTION 32, TOWNSHIP 21 SOUTH, RANGE 28 EAST; THENCE SOUTH 00'07'25" EAST ALONG THE EAST LINE OF THE NORTHEAST ONE -QUARTER (NE 1/4) OF THE SOUTHWEST ONE -QUARTER (SW 1/4) OF SAID SECTION 32, A DISTANCE OF 707.93 FEET; THENCE NORTH 88'23'49" WEST, 618.03 FEET; THENCE NORTH 00'07'39" WEST ALONG THE EASTERLY RIGHT-OF-WAY OF STATE ROAD 429, A DISTANCE OF 683.41 FEET; THENCE NORTH 89'19'46' EAST ALONG THE NORTH LINE OF THE NORTHEAST ONE -QUARTER (NE 1/4) OF THE SOUTHWEST ONE -QUARTER (SW 1/4) OF SAID SECTION 32, A DISTANCE OF 617.82 FEET TO THE POINT OF BEGINNING. SAID LANDS LYING IN ORANGE COUNTY, FLORIDA, CONTAINING 9.866 ACRES, MORE OR LESS. LEGEND AND ABBREVIATIONS WPP #WOOD POWER POLE ES ELECTRIC SERVICE TR TELEPHONE RISER LP LIGHT POLE CB CATCH BASIN OHW OVERHEAD WIRE BCM BURIED CABLE MARKER TEL CAB TELEPHONE CABINET MB MAILBOX DMH DRAINAGE MANHOLE FND FOUND IR IRON ROD IP IRON PIPE CM CONCRETE MONUMENT LB LICENSED SURVEY BUSINESS LS LICENSED SURVEYOR APPROX APPROXIMATE R/W RIGHT-OF-WAY CCR CERTIFIED CORNER RECORD ORB OFFICIAL RECORD BOOK PB PLAT BOOK PG PAGE (D) DESCRIPTION DIMENSION (C) CALCULATED DIMENSION R RADIUS L ARC LENGTH ? DELTA ANGLE CLF CHAIN LINK FENCE T.I.I.F. TRUSTEES OF THE INTERNAL IMPROVEMENT FUND SET 4x4 CM (LS 4334) FENCE LINE 0.9'W N O O 07 WESTERLY BELTWAY BASELINE OF - "'--- _ -----_ , SURy EASTERLY R/W EDGE OF PAVEMEN CONC HEADWALL , N 0O°0 7_3R7_WL..BBaA V O O Nf O Y y_ O O m 0 J d n <C n w CD Li o LL_ O ¢ Ch \ C) O` 0 > O F- 0 :fi O 0 z m ram' mLi J ^ 0 F 06 CO QC5 0U k� 0) � II N 00 00 0 Z o V co 0 m c) Q_ O m SET 4x4 CM (LS 4334) FENCE LINE 0.3'W PORTION OF BLOCK 16 BLOCK 17 S00'07'25"E 707.93' IN FND 5/8" IR (LB #24) N FENCE CORNER 0.5'N. iN PORTION OF BLOCK 20 O \t a � 0 0 O z r V) m 0 z m z z L4 m N C-4 \P cq oo O m cn I� r- � -� CO C') 00 POINT OF BEGINNING NE CORNER OF NE 1/4 OF SW 1/4 E LINE OF NE 1/4 OF SW 1/4 OF SECTION 32-21-28 0 w � a V w N z C a) E E z ° O U � T > c: w :3 cr_ V \ v o \ N • N U co � N cD Lo TITLE COMMITMENT NOTES: w Qi lO ACCORDING TO THE FIRST AMERICAN TITLE INSURANCE COMPANY COMMITMENT, THE PROPERTY -�--i o II SHOWN HEREON IS SUBJECT TO THE FOLLOWING MATTERS: c C o "' _0 � x A. RESERVATIONS CONTAINED IN DEED FROM TRUSTEES OF THE INTERNAL IMPROVEMENT FUND OF 4-1 o C) _j THE STATE OF FLORIDA, RECORDED IN DEED BOOK 726, PAGE 343; AND AFFIDAVIT OF SURVEYOR — 0 Q RECORDED OCTOBER 26, 2004 IN BOOK 7673, PAGE 4764. NOTE: THE RIGHT OF ENTRY HAS BEEN O U RELEASED PURSUANT TO SECTION 270.11, F.S. (NOT PLOTTABLE) Vi (D �4k V) 41 B: MATTERS AS SHOWN ON THE PLAT OF WEST ORANGE MEMORIAL PARK, ACCORDING TO THE PLAT c S 0 h THEREOF AS RECORDED IN PLAT BOOK Y, PAGES 137 AND 138. (SHOWN HEREON) U o � h C. RECLAIMED WATER AGREEMENT BY AND BETWEEN CITY OF OCOEE AND SCI FUNERAL SERVICES N 0 in OF FLORIDA, INC. RECORDED SEPTEMBER 24, 1998 IN BOOK 5576, PAGE 3669. (NOT PLOTTABLE) N D. BUFFER AND WALL AGREEMENT BY AND BETWEEN SCI FUNERAL SERVICES OF FLORIDA, INC. AND ?_ MCCORMICK ROAD, LLC RECORDED OCTOBER 26, 2004 IN BOOK 7673, PAGE 4771, (NOT V) o m PLOTTABLE) _. N W °' Ld to E. RESTRICTIONS CONTAINED IN WARRANTY DEED RECORDED OCTOBER 26, 2004 IN BOOK 7673, Y PAGE 4766. (NOT PLOTTABLE) .� �I j �U � o U w � NOTES: c CN 0ro co \ :3 N I N 1, UNLESS IT BEARS THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED 7 Lo 0 SURVEYOR AND MAPPER, THIS MAP/REPORT IS FOR INFORMATIONAL PURPOSES ONLY AND IS NOT 0) j= VALID. m 2. LANDS DEPICTED HEREON CONTAIN 9.866 ACRES, MORE OR LESS. 't � ¢� 3. BEARINGS SHOWN HEREON ARE RELATIVE TO AN ASSUMED BEARING OF N89-19-46°E ALONG a 0 V THE SOUTH LINE OF THE NW 1/4 AS SHOWN HEREON. 4. LANDS SHOWN HEREON WERE NOT ABSTRACTED FOR RIGHT-OF-WAYS, EASEMENTS, OWNERSHIP, ADJOINERS OR OTHER INSTRUMENTS OF RECORD, EXCEPT FOR COMMITMENT FILE NO 2037-797684, ISSUED BY FIRST AMERICAN TITLE INSURANCE COMPANY, EFFECTIVE DATE APRIL 04, 2005, 5. ACCORDING TO THE NATIONAL FLOOD INSURANCE PROGRAM, FLOOD INSURANCE RATE MAPS, (b COMMUNITY PANEL NO. 12095CO210 E, DATED DECEMBER 6, 2000, THIS PARCEL LIES IN FLOOD �/� ZONE "X" 6. UNDERGROUND IMPROVEMENTS (IF ANY) SUCH AS FOUNDATIONS AND UTILITIES HAVE NOT BEEN LOCATED AS PART OF THIS SURVEY, 7. THE 24' WIDE STREETS DEPICTED ON THE PLAT OF WEST ORANGE MEMORIAL PARK (PB Y, PG 137) ARE UNIMPROVED AND NOT OPEN TO TRAVEL. 8. THE RECLAIMED WATER AGREEMENT RECORDED IN OR 5575, PG 3669 AFFECTS THE ` I PROPERTY SURVEYED HEREON. 9. FIELD INSPECTION DID NOT REVEAL ANY VISIBLE EVIDENCE OF BURIAL LOTS WITHIN THE SURVEYED PARCEL. 10. THE SURVEYED PARCEL DID NOT LIE WITHIN 100 FEET OF THE CENTERLINE OF A STATE ROAD O IN EXISTENCE WHEN THE T.I.I.F. DEED IN DEED BOOK 726, PAGE 343 WAS GRANTED. CERTIFICATION: I HEREBY CERTIFY IN FAVOR OF FIRST AMERICAN TITLE INSURANCE COMPANY, KKH, LLC, A FLORIDA O LIMITED LIABILITY COMPANY, SMART FINANCE, INC., COLONIAL BANK, N.A., THE RYLAND GROUP, INC., MCCORMICK ROAD, LLC, GRAHAM, BUILDER, JONES, PRATT & MARKS, LLP, FOLEY Sc LARDNER LLP AND SHUFFIELD, LOWMAN &WILSON, P.A. THAT AS OF MAY 4, 2005; (A) THIS SURVEY (i) WAS MADE ON THE GROUND AND IS A TRUE AND CORRECT REPRESENTATION OF THE SUBJECT PROPERTY, AND ALL 0 IMPROVEMENTS LOCATED THEREIN, (ii) SHOWS THE LOCATION OF ALL EASEMENTS AND ANY OTHER MATTERS OF RECORD AFFECTING THE SUBJECT PROPERTY PER LEGAL DESCRIPTION IN SUCH EASEMENTS AND OTHER MATTERS, AS FURNISHED BY THE OWNER, (iii) SHOWS THE LINES OF ALL �•J STREETS, ALLEYS, RIGHTS -OF -WAY AND OTHER ACCESS WAYS ABUTTING THE SUBJECT PROPERTY, AND THE WIDTHS THEREOF, (iv) SHOWS ANY OTHER MATTERS ON THE GROUND WHICH MAY ADVERSELY AFFECT TITLE TO THE SUBJECT PROJECT, AND (v) MEETS THE MINIMUN TECHNICAL STANDARDS FOR LAND SURVEYING SET FORTH IN CHAPTER 61G-17, FLORIDA ADMINISTRATIVE CODE, ADOPTED BY THE FLORIDA BOARD OF LAND SURVEYORS PURSUANT TO CHAPTERS 177 AND 472, FLORIDA STATUTES; (B) THERE ARE NO ABOVE -GROUND ENCROACHMENTS OR ENCROACHMENTS EITHER WAY ACROSS THE BOUNDARY LINES OF THE SUBJECT PROPERTY EXCEPT AS SHOWN; (C) THE SUBJECT PROPERTY DOES NOT SERVE ANY ADJOINING PROPERTY FOR INGRESS OR EGRESS, EXCEPT AS SHOWN; (D) THE SUBJECT PROPERTY LINES WITHIN F.I.R.M. ZONE X OF THE F.E.M.A. NATIONAL FLOOD INSURANCE 00 PROGRAM PANEL NO. 12095CO210 E DATED DECEMBER 6, 2000 AND (E) THE SJUBECT PROPERTY CONTAINS A TOTAL OF 9.866 ACRES OF LAND, MORE OR LESS. O " Lli - Z O W Li. FOR THE FIRM BY: O I 0 WILLIAM J. BLACKHAM 0 PROFESSIONAL LAND SURVEYOR Qs N) N) FLORIDA REGISTRATION NO. 4334 V� u i Sta. 11 +50.00 A Street = Sta. 25+ 15.67 "B" Street Const. Crosswalk Striping Const. 6" PVC (C900) Reuse Water Main Const. 140 LF 24" RCP ® 0, 209' Connect into Exist, 6" Reuse Water Main ® Gate Valve , Exist. 24" RCP Exist. "P-6" Inlet Top 147.20 In v. 140.96 Exist. Sanitary Manhole Top 14Z 00 In v. 135.68 Exist. 8" PVC Sanitary Exist. "P-6" Inblet Top 147.20 In v. 141.02 III I Connect into Exist, 8" Water Const. 150 LF 8" PVC Main ® 8" Gate Valve (SDR 35) ® 0.287. Const. 8" PVC (C900) Water Main Core Bore in to Exist San. Manhole Inv. 136. 00 155 150 145 140 135 Stree t O 00 O LO OO Lo W W CL n i I ----- I I I I 6" PVC Reuse RW RW RW (I 24" RCP 0 II II I I 6" Min. Crossing Sta. 30+55.00 L t., Sto.20+45.00, Const, "P-5" Inlet Const. San. Manhole -Const. 146,11 Const. 4" PVC (C900) O Inv. 140.82 Top 148.29 Reuse Water Main In v. 142.29 Sta.29+37.00, Const. 26 LF 18" Const. San. Lateral Const. San. Manhole RCP 00,209 Const. Reuse Water (Typ., See Detail) Top 146.50 Service (Typ.) \ ; E In v. 140.50 `-------- -- - •� �------------- Const. Water Service Const. 58 LF 8" PVC L -- ------ _- (Typ., See Detail) (SDR 35) 0 0.28% Const. 8" Gate Valve w/ 2" Blowoff • ,� i --- 148.1 --J Const. 4" Tee (Reuse) 148.4 ; O.28+' -� w/. Gate Valves ---, Sta79.00, 0R I I Const. San. Manhole i 148.8 Top 146.78 Const. 6 x4 Reducer i 146 �r ; Inv. 140, 33 N� R" �_ RW (Reuse) L___ , 147.91 I �_ I ---I 147.9 " 148.15 Coast. 183 LF 8 PVC ' 6 C) --� ` (SDR 35) @ 0.289 I ------------------, M RW Const. 215 LF 8" PVC Sto. 30+55.00 Rt., (SDR 35) 00.289 ___ , \ Coast. 8" PVC (C900) Water ' ; Const. "P-5" Inlet ��I \� Main (3' Behind Curb) E 1Inv. 140.76 Top 146.11 Const s 6 PVC (c9oo) I ' Sta. 25-f-14.50 ,. B Sheet = ' 1 _ Reuse Water Main Sta. 1-f-50.00 "A" Sheet c00v L --� ------ ___ Const. Fire Hydrant E _ Sta. 23+92.00, Lt., Coast. Fire Hydrant ; Const. P-6 Inlet A Top 14Z 41 Coast. 6" PVC (C900) 15 Inv. 141.50 I ; Reuse Water Main I I ; Coast. 26 LF 18" 8 Tee w/ L I -- ' RCP 0 0.20.Z' Gate Valves I E -------- _J I \ I I Sto.22+64.00, Const, San, Manhole Top 14Z 63 � Sta:26+96, 00, In v. 141.69 25 ; �% A 26 `- Const. San. Manhole Top 148.07 W W R RW RW RW In v. 139.81 Const. 58 LF 8" PVC i Coast, 54 LF 8" PVC (SDR 35) ® 0.28.E n �� (SDR 35) ® 0.287. I Sta. 25+ 14.50, O © Const Son. Manhole Sta. 23+92.00, !Rt., Top 147.50 Sta.26+40.00, Sta.23+37.50, Const. "P-6" Inlet Inv. 136.42 Const. San. Manhole Coast. San. Manhole Const. 14Z41 Top 14Z83 Top t47.41 /n v.141.44 Const. Valley Gutter Inv. 139.65 Inv. 141.53 Const, 177 LF 8" PVC 6" Tee (Reuse) w/ Const. 126 LF 8" PVC (SDR 35) 02.887. ® Gate Valves (SDR 35) ® 2, 5690 Const. 100 LF 18" Sto. 24+93.00, 23.8' Rt., RCP 00,20% Const. "✓-7T" Manho/e Top 147.50 Inv. 141.24 99 99 r I&& o O O N Op 00 O O �LOI OQ. W Cl- W 053 6" PVC Reuse Q 12" Min. Crossing RW � RW � 12" Min, PVC Son, 18" RCP 8" PVC Water O N ONO N 1 1 (-Connect into Exist. Water Main ® Gate Valve Match EXlst. Pavement Sto. 30+59.00 Connect into Exist. Reuse Water Main ® Gate Valve Const. 140 LF 18" RCP ® 0,207 Const. "J-7" Manhole I Top 145.80 In v. 140.48 - --�" - Const. 38 LF 18" RW RCP ® 0.2090 - T � fit?' `, , i . Exist. 42" RCP Exist. "P-6" Inlet Top 145.67 Inv. 140.34 Exist, 36" RCP Exist. "P-6" Inlet Top 145.67 In v. 140.40 155 X W 150 ----------------------------------- 0, 4749,' ---- 145 © O 8 PVC San. f8" RCP 140 135 N (o r' g 5 6 7 8 9 0 1 DATE REVISION NAME CHECKED PGvrng & Utilities - I June Engineering Consultants, Inc.JOB No. 11/22/05 County Comments � JAS RAJ]� O ? 2/1/06 City / County Comments JAS RAJ C 232 S. Dillard Street, Suite 201 Winter Garden, FL. 34787 ✓ _ O JJ?7n J Plan & Profile Certificate of Authorization #00008507 SHEET Ph. 407-905-8180 Fax 407-905-6232 McCormick Woods -Phase 3 DRAWN BY: DATE CHECKED BY: DATE 4 SCALE Harz, 1 " = 50' CLK 8/5/03 RAJ 81-5103 Vert. 1 " 5' OF 8 - - ---------- s No Placement of Material, Machinary, Temporary Soil Deposits or Additional Fill or Asphalt Pavement for Drip Line Vehicular Circulation Shall be Placed any Closer to any Tree Than The Drip Line, No Attachments of Wires Except Protective Guide Wires Shall be Attached to any Tree. no Change of Grade More or Less Than 6 Inches May be Made Within the Drip Line of a Tree Unless Shown on the Approved Site Development Plan. Orange Plastic Mesh Fencing At Time of Construction TYPICAL TREE PROTECTION N. T, S 24" White Thermoplastic a .. G 4' Sidewolk Stop Bar 'a C a 'a . a Right -of -Way . 30" Hi Intensity 4" Double Yellow Stop Sign Thermoplastic SIDEWALK /STOP LOCH T1011/ DETAIL N. T.S 2 x 4 GENERAL NOTES 1 inlet d h The e finished rode and sloe of the inlet to Fillet Each Back Corner � (Inlet Top Type 6 9 P s are to conform with the finished cross P Required When Round Symmetrical About 1) slope and grade of the proposed sidewalk and/or parkway. No. 5 Bars 2'-0" 1'-6" 1�" Bottom Or Riser Us 2. When inlets are to be constructed on a curve, refer to the plans to determine the radius and, where necessary, modify the inlet details accordingly. Send steel when necessary. ® 5" Ctrs. ° 6" 6" g" No. 4 Top Bars r Q 12" I A Y. Y 9 Y• Y• (Provide Horiz. No. 4 Bottom Bor #4 0 6" c.c P Hook On Throat 6" 6" 6" Slope To Match Adjacent Curb With 2" Top Radius #5 ® 5" O.C. ^� 3. All reinforcing steel shall hav$t" minimum cover unless otherwise shown. Inlet tops shall End Of Top Bar 1 And " Bottom Chomferl r Radius 6" - o be either cost -in -place or precast concrete. 0 --) 1 " (�� Normal B 6" Or 9" _ - ' I .N 4. Precosting of this inlet top will be permitted. Precast units shall conform to the dimensions B shown or in accordance with approved shop drawings. Request for shop drawing approval (� Line a I I _ - 4 shall be directed to the State Drainage Engineer. u .a r -'— i � _ J 5. Concrete meeting the requirements of A.S•T.M. C 478 (4,000 P.S.I.) may be used in lieu N82, - I I I I "�I�I, Inlet of Class - concrete for precast units, manufactured in plants which are under the Standard _ � ^ I I 1D I I Operating Procedures for the inspection of precast drainage products. V vi o` 3 No, 4 8ors I �,' ( r___ __ --_€ - 6. The corner fillets shown for rectangular throats are necessary only when throats are to be m E d ® 6" Ctrs. ��'--'--aa P I i used in conjunction with circular inlet bottoms or when used on skew with rectangular c to.- _� Corner Fillet (See Note 6.) Q A Inlet boxes. Z ui x m = 3" 6" W-0" 6" 3'-6" 6" 3" 7. For inlet bottoms see Index No. 200. ° -' 1 `D No. ®6" Ctrs. Horiz m o Chamfe 10'-6" 8. These inlet tops ore designed for use with standard curb and gutter Type E and Type F. a« 6» o. 4 D(ag, Bars 3�_6»" 6„ No. 4 ® 8" Ctrs, Vert. Locate outside of pedestrian crosswalk where practical. TOP VIEW FE Inlet Box Or Rise 9. See Index 201 for supplemental details. (Steel Cover Shown) 1 10. All steel used for frame and cover shall meet the requirements of ASTM A-36. As Curb & Guti As —Cu Curb & Gutter Y SECTION AA To Be Paid For Limits Of Inlet Construction To Paid For 11. Either cast iron covers or steel covers may be used. Iron covers shall be Class No. 30 u F.L. Of Gutter 11 castings in accordance with ASTM A-48. ;o o I I 10„ 12. When Alternate "G" Cover is specified in plans either the cost iron cover 1'-6" I and galvanized steel frame or the the galvanized steel cover and frame must - - _ I be used. Covers are to be grouted in accordance with the grouting detail shown on sheet 2 of 2. in lieu of tack welding, o I 'y 13. Inlet to be paid for under the contract unit price for Inlets (Curb) -(Type ), Each. 8'-0" 2'-6" 1 3'-0" '^ Gutter Transition Gutter Transition SECTION BB (Curb Inlet Top Type 6 Symmetrical With Left Half) N INLET TYPE 5 12 1'-3" 9" " 6" 6-" it -No. 4 Top Bars Intermediate Bar J/ No. 5 Bars 5- 1 1 No. 4 Bottom Bars // Rgil.dinal continued When ® 5 J/ / " Ctrs. cBetween Adjacent Closer Than 8" Centers) ^� N SECTION PP , 83" I �n �\ 6° a .d. Theo. Gutter TOP MODIFICATION FOR TYPE E CURB Grade I SECTION QQ SKETCHS SHOWING FRAME SEAT AND THROAT RECESS CURB INLET TOPS TYPES 5&6 NAME I CHECKED IJune Engineering Consultants, Inc. JOB NO. JAS RAJ SitP De tails TT 03-0379 232 S. Dillard Street, Suite 201 Winter Garden, FL. 34787 Certificate of Authorization #00008507 SHEET Woods Ph. 407-905-8180 Fax 407-905-623McCormick — Phase J DRAWN BY: DATE CHECKED BY: DATE SCALE 5 CLK 2/20/01 RAJ 2/2%1 As Noted OF $ II(\ DATE: May 1, 2004 DOUBLE DETECTOR CHECK VALVE FIGURE A202-2 ASSEMBLY BACKFLOW PREVENTER METER, MAINTAINED FIRELINE BACKFLOW BY UTILITY PLAN ASSEMBLY O.S. & Y VALVES (FLG.) J (2 REQUIRED) BYPASS BACKFLOW ASSEMBLY BYPASS 5/8" X 3/4!' PROFILE FIRELINE BACKFLOW DETECTOR METER, ASSEMBLY MAINTAINED BY UTILITY 900 BEND 6" CONCRETE FLANGED JOINT SLAB (2500 P.S.I. CONCRETE) PIPE SUPPORT REINFORCING ROD`"-J (STEEL #5 O.C. 12" E.W.) EXPANSION MATERIAL TO BE PLACED BETWEEN D.I.P. AND CONCRETE SLAB NOTE: 1. BACKFLOW ASSEMBLIES CUSTOMERS RESPONSIBILITY. GATE VALVE — TEST COCK (TYP.) THREADED NIPPLE (TYP.) FINAL GRADE FROM MAIN ir (TYP.) 90- BEND (MJ/MJ) RESTRAINED JOINTS (2 REQUIRED) M BACKFLOW PREVENTER IN ACCORDANCE WITH 2 PLANS APPROVED BY THE COUNTY 70 GATE VALVE M UNION 0 (2 REQUIRED) M ;XI 900 BEND M (2 REQUIRED) CA Aft v v I I I I TY-T Wrl X SERVICE AROUND (2 REQ'D.) NOTES: 1. ALL PIPE FITTINGS SHALL BE BRASS. DATE REVISION 2/1/06 City / County Comments C.I. VANDAL -PROOF VENT CAP* WITH D.I.P. AND 1' BRASS PIPE INSIDE. PIPE: MARKER .PER. END OF 1.W -M BRASS PIPE OVE. VALVE & PIPE MARKER Dfti Pwisk,. GRADE, . CAST- IRON FRAME AND. COVER WITH (' ACCESS LID. 4' X 4'. 'PRECAST GROUT CONCRETE VAULT 16 SQ.:x 12- DEEP FINISHED 3V` SQ, CONC. PAD GRADE 2* MI '. J71 BEDDING ROCK 4, MAX. all J"_ N PREMOLDED 40INT FILLER. r "J I -COUPLING AND. :5- WALLS (MIN.),.. 9RAtS. VENT COAL-�TAR SLOPED CONTINUALLY'I*. EPDXY COATING ----.I 2! NIPPLE r .- MAIN. 21 GATE f AS R.EQt1IRED VALVE. E, w:2- mf 2' NIPPLE BLIND °.FLANGE BEDDING ROCK 7:9. 6" *REINFORCED' CONCRETE - FOOTING'.' :NOTES, ��T - MONOLITHIC* W/ RISER, % . .. ... ,..,THE, MINIMUM DIMENSION FROM TOP'Ot PIPE TO FINISHED GRADE SHALL BE - 4. 0., PEET U .—NILESS A.0146vb .13YTHE' ENGINEER:. 2.,:FrMN.GS AND PIPE FORARV INLET AND ,.ou TLET $HAII 65 BRASS :5. VENT* EXTENSION AND VENT CAP 'REQUIRED FOR WATER. MAIN ONLY. 4..VE. . NT CAP SHALL BE LOCATED. AT RIGHT-OF"WAY PNE WHERE PRACTICAL,. VENT CAP SHALL BE A -MINIMUM OF10 Fr. FROM EDGE OF PAVEMENT, AIR OR 0 OMBINA TION A IRI VA CUUM REL EA SE VA L VE A T.S. 24" x 24" x 6" THICK CONC. PAD TYP. EACH VALVE BOX. 3" DIA. BRONZE DISC ANCHORED IN 9ONC. AS Rp D PAD 11A BARS ALL XRTOUND 3" DIA BRONZE �TAMP SEE NOTE 1) DISC ANCHORED IN CONC. PAD STAMP SIZE OF VALVE AS REQ'D. TYPE OF VALVE SERVICE . DIRECTION & NO. . . . . . . 0 OF TURNS D 4 OPEN VALVE BOX WATER AND COVER 2500 P.S.I. CONCRETE MIN, ANCHORS 2X MIN. UNIMPROVED CONDITION TOP FLUSH WITH FINISHED GRADE 91, ASPHALT SURFACE 4" X 4" X 18" LONG VALVE BOX MIN.) PRECAST POST (MIN.) AND COVER 3" DIAMETER (TYP-) BRONZE DISC SET IN GROUT AS SHOWN IMPROVED CONDTITION ABOVE, NOTES: 1. BRONZE IDENTIFICATION DISC SHALL BE REQUIRED FOR ALL VALVES 16" AND LARGER, OR AS REQUIRED BY THE COUNTY FOR CRITICAL OFFSITE VALVES, 2. VALVE COLLAR DIMENSIONS MAY BE REDUCED TO 18" X 18" X 6" WHEN THE BRONZE IDENTIFICATION DISC IS NOT REQUIRED. NAME CHECKED J A S RAJ CORPORATION CURB STOP CORPORATION STOP (1" MIN.) (SEE NOTE 3) STOP (1" MIN.) (SEE MARK WITH E WOODWoo PAINTED BLUE, &WITH Z LOT NUMBERS Z U—BRANCH FITTING 0 it X 3�41 CURB STOP 2 EA. POLYETHYLENE I TUBING (1- MIN.)-j SINGLE METER BOX AND WATER METER SINGLE SERVICE AWWA TYPE CC THREADS SADDLE — POLYETHYLENE j TUBING (1" MIN.) DOUBLE METER BOX AND WATER METER (BY ORANGE CO.j DOUBLE SERVICE CORPORATION STOP & FITTING (NORMALLY OPEN) --Q_TO ASSEMBLY METER BOX AS 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 BURIED APPROXIMATELY 3" BELOW FINAL GRADE AND SHALL BE CLEARLY MARKED WITH A 2" X 2" X 18" STAKE WITH THE TOP PAINTED BLUE AND MARKED WITH THE NUMBER OF THE LOT(S) TO BE SERVED. DOUBLE SINGLE I (M 1TVD I — CC*D%11nC 1TV0 rr7n%w%r /Tvn CURB WATER MAIN 2' (TYP.) y SIDEWALK (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, VAL V.P. COLLAR DETAIL WA TER SERVICE L OCA TION DETAIL N. TS. N. T.S. Wa ter & Se wer De tG#S June Engineering Consultants, Inc. JOB NO. 9 9 — OJJ5 232 S. C Dillard Street, Suite 201 Winter Garden, FL. 34787 Certificate of Authorization #00008507 SHEET McCormick Woods Phase i Ph. 407-905-8180 Fax 407-905-6 232 6 DRAWN BY: DATE CHECKED BY: DATE SCALE CLK 615199 RAJ 615199 N. TS. OF 8 \77\ TRENCH WIDTH VARIES W/ SIZE OF PIPE CROWN TRENCH IN UNIMPROVED AREAS 0' MIN.) FINISHED GRADE (SEE NOTE 8) a sees .• .• • SEE NOTE. ti COMMON ALL plp 0.0. N 12" (TIP) z SELECT o COMMON o 0 UNDISTURBED / FILL m Z ARTH (SEE NOTE 3) �- NOTES.• 1. PIPE BEDDING.' SELECT COMMON FlLL COMPACTED TO 95.1; OF THE MAXIMUM DENSITY AS PER AASHTO T-180. 2. TRENCH BACKFILL: COMMON FILL COMPACTED TO 95X OF THE MAXIMUM DENSITY AS PER AASHTO T-180. 3. PIPE BEDDING UTILIZING SELECT COMMON FILL OR BEDDING ROCK IN ACCORDANCE WITH TYPE A BEDDING AND TRENCHING DETAIL MAY BE REQUIRED AS DIRECTED BY THE COUNTY. 4. ("): 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 DIRECT/ON OF THE FLOW. 7, REFER TO SEC77ON ,i2.5 OF THE MANUAL FOR SHEETING AND BRACING IN EXCAVATIONS B. FINAL RESTORATION IN IMPROVED AREAS SHALL BE IN COMPLIANCE WITH ALL APPLICABLE REGULA7ONS OF GOVERNING AGENCIES. SURFACE RESTORA7701V WITHIN ORANGE COUNTY RIGHT-OF-WAY SHALL COMPLY WITH REQUIREMENTS OF RIGHT-OF-WAY U77LiZA77ON REGULATIONS AND ROAD CONSTRUC77ON SPECIFICATIONS T YPE B BEDDING AND TRENCHING DETAIL N. r.S 0 CROWN TRENCH IN UNIMPROVED AREAS TRENCH WIDTH VARIES (3" MIN,) (SEE TYPE B W/ SIZE OF PIPE 6BEDDING AND TRENCHING DETAIL FOR OTHER RESTORATION.) FINISHED GRADE / Y ' SEE NOTE 4 /�� W v COMMON FILL 'PIPE 0:0. J i 12" (TYP.) SELECTCOM z \ SELLECT COMMON-. `� FILL o m z BEDDING ROCKFL cvn PIPE BEDDING (SEE NOTE 8 & 9) \ UNDISTURBED EARTH I NOTES: I j 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 COUNTY. 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 COUNTY. BEDDING DEPTH SHALL BE 4" MINIMUM FOR PIPE DIAMETER LESS THAN 15", AND 6" MINIMUM FOR PIPE DIAMETER 16" AND LARGER, 9. DEPTH FOR REMOVAL OF UNSUITABLE MATERIAL SHALL GOVERN DEPTH OF BEDDING ROCK BELOW THE PIPE. COUNTY SHALL DETERMINE IN THE FIELD REQUIRED REMOVAL OF UNSUITABLE MATERIAL TO REACH SUITABLE FOUNDATION, T YPE A BEDDING AND TRENCHING DETA/L N, T,S METALLIC LOCATING WIRE FINISHED GRADE \ \ , PVC WATER MAIN \ OR FORCE MAIN 1» MAX F_ METALLIC LOCATING WIRE €I G[ NOTES: 1. PVC PIPE SHALL REQUIRE INSULATED METALLIC LOCATING WIRE (10 GAUGE COPPER) CAPABLE OF DETECTION BY A CABLE LOCATOR 2. AND SHALL BE BURIED DIRECTLY ABOVE THE CENTERLINE OF THE PIPE. LOCATING WIRE SHALL TERMINATE AT THE TOP OF EACH VALVE BOX 3. AND BE CAPABLE OF EXTENDING 12" ABOVE TOP OF BOX IN SUCH A MANNER SO AS NOT TO INTERFERE WITH VALVE OPERATION. USE DUCT TAPE AS NECESSARY TO HOLD WIRE DIRECTLY ON THE TOP OF THE PIPE. PIPE L OCA TING WIRE DETAIL N. rS FDFP Water Separation (1) Iluriruntal Separation Between Underground Water Mains and Sanitary or Storm, Wastewater or Stormwater Force Mains, Reclaimed Water Pipelines, and On -Site Sewage Treatment and Disposal Systems. (a) New or relocated, underground water mains shall be laid to provide a horizontal distance of at least three feet between the outside of the water main and the outside of arev existing or propow:d :dram sewer. stamwater farce main, orpilx:linu conveying reclaimed water regulated under Part III of Chapter 62-610, F.R.C. (b) New or relocated, underground water mains shall be laid to provide a hurizontal distance of at least three feet and preferably ten feet, between the outside of the water main and the outside of any existing or proposed vacuum -type sanitary sewer. (c) New ur relocatexl, underground water mains shall he laid 4o provide a lit riconte d distance of at least six feet and preferably tea le ct, between, the oubidto of the water main and the outside of any existing or proposexl gravity -or prussuroo-type sanitary sewer, wastewater force main, or pipeline conveying reclaimed water not regulated under Part III of Chapter 62-610, F.A.C. The minimum horizontal separation distance between water mains and gravity type sanitary sewers shall be reduced to three feet where the bottom of the water main is laid at least six inches above the top of the sewer. (d) New or relocated, ated, underground water mains shall he laid to provide horizontal distance of at least teen feet between the outside of the water main and all parts of arev existing orptopow:d "un-cute sewage treatment and disposal system" as defined in Section 38I.0065(2),F.S.. and Rule 64T-6.002, F.A.C. (2) Vertical Separation Between Underground Water Mains and Sa nitan or Storm Sewers, Wastewater or Stormwater Face Mains, and Reclaimed Water Pipelines. (a) New or relocated, underground water mains crossing any existing or proposed gravity -or -vacuum -type sanitary sewer or storm sewer shall be laid so the outside or the water main is at least six inches, and preferably 12 inches, above or at least 12 inches below the outside of the other Pipeline. However. it is preferable to lay the water main above the other pipeline. (b) New or relocate el, underground water mains creasing any existing or proposed Ireasurc-type sanitay %vwo r, waacwalra or stoumwatca fore main, or pipeline conveying reclaimed water shall he laid so the outside of the water main is at least 12 incho:,•t above tr below the outside of the other pipeline. I Iowever it is preferable to lay the water main above the other pipeline. (c) At the utility crossing described in paragraphs (a) and (b) above, one full length of water main pipe shall be centered above or below the other pipeline so the water main joints are at least three feet from all joints in vacuum -type sanitary sewers, stoma sewers, srormwater force mains, or pipelincs conveying reclaimed water regulatuti under Part Ill of Chapter 62-610,F.A.C., and at least :ax lc ct from ell jo inti in gravity -or prosesure-type sanitary :a wt!m wastewater force: mains. or pipelines conveying reclaimed water net regulated umber Pact III of Chapter 62-610,F.A.C. (3) Separation Between WatcrMains and Sanitary or Storm Sewer Manhole,¢ (a) No water main shall pass through, or come into contact with, any pan of a sanitary• sewer manhole. (b) Effective August 28, 2003, water mains shall not be constructed or altered to pass through, or come into contact with, any part of a storm sewer manhole or inlet structure. Where it is not technically feasible or economically sensible to comply with this requirement (i.e., where there is a conflict in the routing of a water main and a storm sewer and where alternative routing of the water main or the storm sewer is not technically feasible or is not economically semsihic), the Department shall allow exceptions to this requirement (i.e., the Department shall allow candnrclion oil conflict manholes), but suppliers of water or per urns pnmposing to construct. conflict manholes must Test obtain a gmoxi(ic permit from the Department in accordance with Part V of this chapter and must provide in the preliminary design report or drawings, specifications, and design data accompanying their permit application the following information: 1. 'Technical or economic justification for each conflict manhole. 2. A statement identifying the party responsible for maintaining each conflict manhole. 3. Assurance of compliance with the desigri. and construction requirements in sub-suuhparagaphs a. though d. below. a. Each water main passing through a conflict manhole shall have a flexible, watertight joint on each side of the manhole to accommodate differential settling between the main and the manhole. h. Within each conflict manhole, the water main passing through the manhole shall be installed in a watertight casing pipe having high impact strength (i.e., having an impact strength at least equal to that of 0.25-inch-Duck ductile iron pipe). c. Eac leconflict maaholu droll have an ac ess opining, and A all he sized, to allow fir easy cleaning of the mnholo. d. Gratings shall be installed at all storm sewer inlets upstream of each conflict manhole to prevent large objects from entering the manhole. (4) Separation lictween Fire Hydrant Drains and Sanitary of Storm Sewers, Wastewater or Stormwater Force Mains, Acclaimed Water Pipelines,. and On -Site Sewage Treatment and Disposal N stems. New or relocated fire hydrants with underground drains shall be locatal so that the drains are at least three feet from any existing or proposed storm sewer, siurmwater force main, or pipeline conveying reclaimed water regulated under Part III of Chapter 62-610, F.A.C.; at !cast three feet, and preferably ten feet, from any existing or proposed vacuum type sanitary sewer, at least six feet, and preferably ten feet , from any existing or proposed gravity -or pressure -type sanitary sewer, wastewater force main, or pipeline conveying reclaimed water not regulated under Part III of Chapter 62-610, F.A.C.: and at lca.4t tcn feet from anv cxiding or proposed 'on :site sewage treatment and disposal system" as defined in Section 381.0065(2), F.S., and Rule 641; 6.002, FA. C. CONCRET SET COVERS FLUSH IN PAVED AREAS & AT ELEVATIIONS SHOWN IN UNPAVED AREAS. PER SPECIFICATIONS 7 4'-0" BENCHING PER SPECIFICATIONS - REINFORCEMENT AND JOINT ,y DETAIL TO BE DESIGNED BY THE ENGINEER AND J_ APPROVED BY THE 91, COUNTY. T' BEDDING ROCK TROWEL -FINISHED CONCRETE BENCHING SEE MANHOLE CONNECTION DETAILS - MANHOLE FRAME & COVER (SEE STANDARD DETAIL) -FRAMES BEDDED IN MORTAR 2 COURSES OF BRICK (MIN. 4 COURSES (MAX.) N W P W INSIDE WALL OUTSIDE WALL PRE-PRIMED PSURFACES JOINT PRE -PRIMED P%MOLDED w JOINT SURFACES SEALER WITH PROTECTIVE > ( RREPMOVED BEWRAPPER MIN, COMPLETED - JOINT WITH SQUEEZE -OUT 2" MIN, NOTES: 1. MANHOLE SHOWN IS FOR SEWER SIZE 8" THRU 24", SEE SECTION 20 4 3 OF THE LOCATION OF PUBLIC WATER SYSYEM MAINS IN ACCORDANCE WITH F.A.C. RULE62-555.314 Other.Pipe Horizontal Separation Crossings (1) Joint Spacing.@.Crossings Full Joint Centered Storm Sewer, Stormwater Force'M.ain, Water Main -_ 3A. minimum Water Main 12 inches. is.the minimum except for storm sewer,.t, en Alternate 3, A. minimum Water Main Reclaimed Water (2) 6 inches is the minimum and 12 inches is preferred Water Main Water Main Alternate 3 ft, m'nim to Vacuum Sanitary Sewer 310 ft: preferred ft. minimum 12 inches re preferred 6 inches minimum H. Water Main I Al Gristly or Pressure Sanitary Sewer, Water Main � 10 ft. referred p Water Main 12:inches is the minimum, Alternate 6 fi. minimum ♦„ Water Main Sanitary Sewer.Force Main, 6 ft. minimum (3) except for gravity sewer, then Reclaimed Water (4) 6 inches is_the minimum and 12 inches is preferred Oh -Site Sewage "Treatment & Dis oral system d0.ft. minimum (1) Water main should cross above other pipe. When water main must be below other pipe, the minimum separation i.s72 inches. (2) Reclaimed water regulated _under Part III of Chapter 62-61.0, F.A.C. (3) 3 ft, for gravity sanitary sewer where the bottom of the water main is laid at least 6 inches above the top of the gravity sanitary sewer. (A) Reclaimed water:not regulated under Part IiI of Chapter '62-610, F.A�C. OGdalmrr- This datnmeneb provided for your convenience only. Please refer to FA.C.Rate u-ssS.mt4 rereaditioaal coatiracttoareyalmmenlf. PRECAST TEE MANHOLE INFLUENT SEWER WALL (SEE NOTE 2) CONCRETE ENCASEMENT INLET 6 OF VERTICAL PIPE CONNECTION DROP PIPE AS REQUIRED-- (SEE NOTE 1) 90 BEND MANHOLE STANDARD DROP DETAIL PRECAST MANHOLE STAINLESS STEEL PRECAST WALL BAND MANHOLE WALL d PVC CAST IN -PLACE STAINLESS STEEL SEAL > 15" DIA. PVC :a $ . ' PIPE CLAMP .• ° ' RESILIENT A. CONNECTOR (RUBBER BOOT) STANDARD PRECAST MANHOLE PIPE CONNECTION NOTES: 1. DROP PIPE AND FITTINGS SHALL BE OF EQUAL SIZE AND MATERIAL AS THE INFLUENT SEWER. 2. AN OUTSIDE DROP CONNECTION SHALL BE REQUIRED FOR ALL INFLUENT LINES WHICH HAVE AN INVERT 2' OR MORE ABOVE THE MANHOLE INVERT. MANUAL FOR MANHOLE DIAMETER FOR SEWERS LARGER THAN 24". 3. ALTERNATE WATER TIGHT CONNECTION DETAILS FOR CONNECTION OF 24e' DIAMETER 2. DROP CONNECTIONS ARE REQUIRED WHENEVER INVERT OF INFLUENT SEWER IS 24' OR MORE ABOVE THE INVERT OF THE MANHOLE. SEE MANHOLE PIPES AND LARGER MUST BE APPROVED BY THE COUNTY. CONNECTION DETAILS. 3. APPROVED CONCENTRIC CONE DESIGN MAY BE USED AS AN ALTERNATIVE. PRECAST CONCRETE MANHOLE MANHOLE CONNECTION DETAILS N. T.S. N. T.S. June Engineering Consultants, Inc. Water & Sewer DetG#S JOB NO. 11 232 S. Dillard Street, Suite 201 Winter Garden, FL. 34787 OJ D`?7n Certificate of Authorization #00008507 SHEET McCormick Woods -Phase J Ph. 407-905-8180 Fax 407-905-6232 7 DRAWN BY: DATE CHECKED BY: DATE SCALE CLK 2120101 RAJ 2120101 N T.S. OF 8 U� FINISHED GRADE 2" GATE VALVE 2" 900 BEND— g0t�BLE METER DOX (18 x 24 MIN. 91 2" 900 BEND 6" BEDDING ROCK TAPPED CAP ` NOTES: 1, ALL 2" PIPE AND FITTINGS SHALL BE SCHEDULE 40 GALVANIZED STEEL OR BRASS WITH THREADED (NPT) JOINTS. BL 0 WOFF VALVE DETAIL , RAISED 1-1/2* LETTERS FLUSH WITH TOP 0'" ""' """ PLAN 24" t 3/8" 4-3/4" MIN. ELEVATION 2 - NON PENETRATING PICK HOLES MACHINED MATING SURFACES 1-1/2" MIN. STANDARD MANHOLE FRAME AND COVER N. rs. DATE ALIGNMENT RING �II • • • G RESILIENT SEAT II� ■u■ : • M. J. GATE VALVE rON •BEDDING '• • VALVE OR PIPE AND WATER MAIN_r--SHALL BE CENTERED RECLAIMED ON OPERATING NUT WATEROR MAIN � 1 • 1 i 6" BEDDING ROCK (SEE NOTE 3) NOTES: 1. PVC PIPE OR DUCTILE IRON PIPE EXTENSIONS SHALL NOT BE USED ON VALVE BOX INSTALLATION. 2. THE ACTUATING NUT FOR VALVES SHALL BE EXTENDED TO COME UP TO 1 FT. DEPTH BELOW FINISHED GRADE. 3. BEDDING MATERIAL SHALL CONFORM TO FDOT NO.57 AGGREGATE. 4. WIRE SHALL TERMINATE IN TEST STATION BOX. GAv, TE VA VE AND BOX DETAIL N. T S NAME I CHECKED 24" x 24" x 6" THICK CONC. PAD TYP, EACH VALVE BOX, 3" DIA. BRONZE DISC ANCHORED IN PONC. PAD 14 BARS ALL " DIA, BRONZE AMP AS RE)Q D NEENOTE 1 OUND ISC .ANCHORED IN ONC, PAD STAMP SIZE OF VALVE \AS REQ'D. TYPE OF VALVE t4 '- •:'.' '.:. •• . �: SERVICE DIRECTION & NO. u• ..;...: 4 ., : .:. ... • •: •;:. .. :. OF TURNS TO OPEN OPEN . VALVE BOXOTER,:' : • ; AND COVER :..: •.:. 2500 P.S.I. " CONCRETE MIN, ANCHORS MAIN. UNIMPROVED CONDITION TOP FLUSH WITH FINISHED GRADE 9. ASPHALT SURFACE BASE •' 4" x 4" x 18" LONG VALVE BOX MIN,) PRECAST POST AND COVER ITH 3" DIAMETER (• YP.) BRONZE DISC SET IN GROUT AS SHOWN IMPROVED CONDTITION ABOVE, NOTES: 1, BRONZE IDENTIFICATION DISC SHALL BE REQUIRED FOR ALL VALVES 16" AND LARGER, OR AS REQUIRED BY THE COUNTY FOR CRITICAL OFFSITE VALVES. 2. VALVE COLLAR DIMENSIONS MAY BE REDUCED TO 18" X 18" X 6" WHEN THE BRONZE IDENTIFICATION DISC IS NOT REQUIRED. LV I LINE WYE WITH C14 6" BRANCH w N w " o BEND z CLEAN -OUT REMOVABLE SEE NOTE 1 PLUG w z J 3 VARIES w z SEWER MAIN J SIZE VARIES CLEAN -OUT W,YE WITH SEE TYPNOTE 1 6 BRANCH 6" 450 WYE WITH BEND ;'i' 6" BRANCH LOT ro LINE - DOUBLE .` PLAN FINISHED GRADE SLOPE TO / TERMINAL DEPTH A 1,0% MIN, (TYP.) ROTATE SPRING LINE TERMINAL DEPTH 300 (TYP.) AS REQUIRED FOR (SEE NOTE 3) SEWER MAIN AS SERVICE (3' MIN.)(TYP.) SINGLE I DOUBLE LATERAL LATERAL PROFILE NOTES: 1. CLEAN -OUT (SHOWN SHADED) SHALL BE INSTALLED BY THE BUILDER IN ACCORDANCE WITH STANDARD PLUMBING CODE, 2. LOCATE SINGLE LATERAL AS CLOSE TO LOT LINE AS POSSIBLE, 25' MAXIMUM. 3. INVERT OF SERVICE LATERAL SHALL NOT ENTER SEWER MAIN BELOW SPRING LINE, SER VICE LA TERAL DETAIL N. T.S. HYDRANT OPERATING NUT HOSE NOZZLE AS REQ'D. 24" SQUARE 0,R ROUND AND 6 THICK PUMPER NOZZLE REINFORCED C�`"'rccrr �-- SHEAR PAD. NOTE 2 2-#4AT9" O.C, ALL AROUND COMPACTED BACKE SEE NOTE 3- 6" BEDDING ROCK M J ANCHORING - COUPLING - VALVE COLLAR (SEE DETAIL) M J HYDRANT ANCHORING TEE SEAT GATE D BOX NOTES: 1, FIRE HYDRANT SHALL BE SUPPLIED WITHOUT A WEEP HOLE, OR WITH A PERMANENTLY PLUGGED WEEP HOLE, 2, THE DEVELOPER MAY INSTALL THE SHEAR PAD RECESSED UP TO 4 INCHES BELOW FINISHED GRADE AND SOD THE RECESSED SECTION, 3. CLEARANCE BETWEEN BOTTOM OF BOLTS AND TOP OF SHEAR PAD SHALL BE A 6" MINIMUM, VALVE COLLAR DETAIL FIRE HYDRANT A SSEMBL Y DETAIL N. T. S N. T.S. June Engineering Consultants, Inc. JOB NO. Wa ter & Se wer De tails % OJ-OJ79 C232 S. Dillard Street, Suite 201 Winter Garden, FL. 34787 Certificate of Authorization #00008507 SHEET Ph. 407-905-8180 Fax 407-905-6232 McCormick Woods Phase 3 DRAWN BY: ^DATE _ CHECKED BY: _DATE _ SCALE _ _ ^ ^ _ ! t TATE ROAD 429PWidth Va s __ __ ... .............. .................. . » ....... _ . __ _ __. . ..... . . ........ . ...... ... ..... .... ... . ..... ---- . . . . .................... . ........ 11. .............. .... ......... ...�...... ....... . ...... .............. . ...... ..... ....... ... .. .........._....._.... . M............._ .. ....,........—... 11.1.1, ._.........._...1.... ..... ....... . .. ....*..-,'..-,..'. .'.s....,—�. ......... _........ . ... ....... ......... ............ __ __ _ • r. �r� ........ ....... ....... ....... ....... ....... ....... ..._.. ....... ..... ... _..... ....... ....... ....... .....� ....... ....... ..../ «.� . .m...4ln ....... ....... .». ..............._.... . ........ .. ................. ...... ....... .... . . . . ... . ............ . ................. ..... ....... ___. /. ............................ . . ....................... ...._.._................._...... _. ........ .............................. ...... .1./.1- — — — -------.................... ........... ............ 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SOD SOD + +SOD SOD + + + + + + + + +... + _.......... �, .s✓ Y 7— Y 7— kl� '�,r _ � t � ... � _ • ;ray " � -- � V � , � s .. ..... \ Y �� ,:/ ,' , 20' BUFFER 6 CHAIN LINK FENCE ` : 1 1/26/06 No. Date — — — — — — — — I I I 10 I I I --------------- -------------- 0 I I I i L------------J 00 00 I--------------� N i � I I u I CD I I I u ....... ....... ...I , L--------✓---J rn drip Line 2 x 4 Fence VI al lcJ.O 1 IQCL11r 1 IGGf l 1 Gltili lc' No Placement of Material, Machinary, Temporary Soil Deposits or Additional Fill or Asphalt Pavement for Vehicular Circulation Shall be Placed any Closer to any Tree Than The Drip Line, No Attachments of Wires Except Protective Guide Wires Shall be Attached to any Tree. no Change of Grade More or Less Than 6 Inches May be Made Within the Drip Line of a Tree Unless Shown on the Approved Site Development Plan. At Time of Construction PER CITY REVIEW COMMENTS Revision Description 4AS E =3 5IR 4213 fR=0=UJ E3UFFEfR FLAN 1"= 30'-01 I FL ANT L i ST NOTE: ALL PLANT MATERIAL SIZES SPECIFIED ARE MINIMUM SIZES. CONTAINER SIZE SHALL BE INCREASED IF NECESSARY TO PROVIDE OVERALL PLANT SIZE SPECIFIED. QTY SYM COMMON NAME (BOTANICAL NAME) SPECIFICATIONS TREES: 14 QV LIVE OAK (QUERCUS VIRGINIANA) 65 GAL. MIN., 12' HT., 2-1/2" DBH MIN., 5' CT, 50' OC 39 LJ TREE -FORM LIGUSTRUM (LIGUSTRUM JAPONICUM) 65 GAL, 8' HT., 6' SPR., MULTI -TRUNK, 4' CT. SOD: ST. AUGUSTINE (STENOTAPHRUM SECUNDATUM 'FLORATAM') J. 5COTT Li fRT*�, LAND5CAFE AIRCHITECT FL. LANOSCAFE ARCHITECT NO. 14-16 FH: 40-i--l19-2124 F;,621 fREVELWOOD LOOF, WINTER FAR<, 1=LOfR11D,4 32-f92 FLANT NOTES 1). ALL LANDSCAPED AND SODDED AREAS DELINEATED ON THESE PLANS SHALL BE IRRIGATED WITH AN AUTOMATIC IRRIGATION SYSTEM PROVIDING 1009. HEAD -TO -HEAD COVERAGE. 2). ALL LANDSCAPED BEDS SHALL BE TOP DRESSED WITH 3' OF PINE BARK NUGGET MULCH. 3). ALL TREE SAUCERS SHALL BE TOP DRESSED WITH 3' OF PINE BARK NUGGET MULCH. 4). IT IS THE RESPONSIBILITY OF THE LANDSCAPE CONTRACTOR TO BECOME FULLY FAMILIAR WITH ALL EXISTING SITE CONDITIONS AND TO STUDY ALL SUBSURFACE UTILITY PLANS AND ARCHITECTURAL PLANS SO AS TO PREVENT DAMAGE DURING THE INSTALLATION OF THE LANDSCAPE MATERIAL. 5). STAKING OF TREES IS AT THE OPTION OF THE LANDSCAPE CONTRACTOR HOWEVER, IT IS THE RESPONSIBILITY OF THE LANDSCAPE CONTRACTOR TO MAINTAIN ALL TREES AND SHRUBS IN AN UPRIGHT PLUM CONDITION. 6). THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO ARCHITECTURAL OR PAVED SURFACES. -I). ALL PLANT MATERIAL SHALL BE GRADED FLORIDA NO. 1 ACCORDING TO THE GRADES AND STANDARDS OF THE FLORIDA NURSERYMAN'S ASSOCIATION. 5). ALL TREE CALIPER DIMENSIONS SHALL BE MEASURED 54' ABOVE THE TOP OF THE ROOT BALL . S). THE LANDSCAPE CONTRACTOR SHALL INSURE THAT PROPOSED LANDSCAPE BEDS DO NOT INTERFERE WITH PROPOSED DRAINAGE PATTERNS. 10). ' THE LANDSCAPE CONTRACTOR SHALL WARRANTY ALL SHRUBS FOR A PERIOD NO SHORTER THAN 90 DAYS FROM THE DATE OF THE ' FINAL ACCEPTANCE' BY THE CLIENT AND LANDSCAPE ARCHITECT. ALL TREES SHALL CARRY A MINIMUM ONE YEAR WARRANTY. ALL WARRANTY RESTRICTIONS SHALL BE SPECIFICALLY DESCRIBED IN WRITING AND SHALL BE PART OF THE BIDDING DOCUMENTS PROVIDED TO THE CLIENT BY THE LANDSCAPE CONTRACTOR 11). BEFORE PLANTING OR SODDING THE LANDSCAPE CONTRACTOR SHALL REVIEW THE SiTE GRADING AND DRAINAGE AND SHALL INFORM THE CLIENT OF ANY DRAINAGE PROBLEMS OR INADEQUACIES. 12). GRADING AND DRAINAGE DESIGN FOR THIS SITE IS BY OTHERS. 13). CONTRACTOR IS RESPONSIBLE FOR PLANT AND SOD QUANTITY TAKE -OFF BEFORE PRICING. PLANT LIST QUANTITIES PROVIDED FOR CONVENIENCE ONLY. 14.). ! ALL LANDSCAPE AREAS NOT PLANTED WITH SHRUBS, GROUNDCOVERS, MULCHED OR LEFT IN A NATURAL STATE SHALL BE SODDED WITH ST. AUGUSTINE 'FLORATAM' SOLID SOD. 15). NO TREES MAY BE PLANTED OVER UTILITY LINES. i McCORMICK WOODS PHASE 3 OCOEE, FLORIDA Project 23 � I I I I I I I I \ _ 1 I I I I 24 I I I I I I L_---------, i ' 1 I ' I . i 3-9 t _..... ......._.�.r_.... ..ia/�/ 3............ ............... f.. fS .... S ,...., .............. »...._........... ... r -- - - - - - - - - - - - -- / SPREAD �, PLANT SO THAT TOP OF ROOT BALL IS 2' ABOVE FINISHED GRADE PAINT ALL CUTS OVER P DIA. FLAG GUYING WIRES WITH SURVEYOR TAPE RUBBER HOSE 1' DIA. TO PROTECT TRUNK GUYING WIRES 2 STRAND TWIST 12 GUAGE WiRE 3 2'X4'X24' PRESS TREATED STAKES - TOP OF STAKE fo' ABOVE GROUND CLEAN BACKFILL —`+ 27 _—I I 1=1 11= MIX. WATER 4 TAMP II1- TO REMOVE AIR 11� 1 11=1 11=1 11=1 11=1 I I- POCKETS I —I I I —I I I-1 I I —III —I REMOVE ORGANIC BURLAP -"' I (1=1 I 1„"' "' FROM TOP 1/3 OF ROOT BALL. J 2 X BALL DIA REMOVE MAN-MADE BURLAP MATERIAL ENTIRELY. T*'rf=1CAL TREE FLANTING DETAIL LANDSCAPE FLAN Sheet Title jl�, o� Date JSL Drawn JSL Check AS SHOWN I Scale Date Job No. Sheet Ll of 1 ITEM NUMBER IV. B Land Development Code Amendment Illegal Non -Conforming Site and Structures Ordinance Mayor S. Scott Vandergrift City Manager Robert Frank STAFF REPORT To: Planning & Zoning Commission Through: Russ Wagner, AICP Community Development Director From: Terry L. James, AICP Principal Planner Date: May 3, 2006 Commissioners Gary Hood, District 1 Scott Anderson, District 2 Rusty Johnson, District 3 Joel F. Keller, District 4 Subject: Land Development Code Amendment Illegal Non -Conforming Sites and Structures Ordinance ISSUE: Should the Planning & Zoning Commission recommend an amendment to the Land Development Code adding subsection 4-11, requiring property owners to bring illegal and non- conforming structures into compliance with the Code when real property is conveyed or transferred to a governmental or quasi -governmental entity? BACKGROUND: Currently, there are no Land Development Code (LDC) provisions requiring properties or structures to be brought back into compliance with the City regulations when a portion of the property is conveyed or transferred to a governmental or quasi -governmental entity, such as for a roadway widening project. This specific problem area was highlighted during the right-of-way purchases or "takings" by the Florida Department of Transportation (FDOT) for the eventual 6-lane widening of SR 50/Colonial Drive. Properties along this roadway were originally required to fulfill the City's requirements concerning landscaping, buffers/setbacks, signage and parking. In many instances, these requirements reflected the enhanced standards that were adopted for the State Road 50 Activity Center. After the proposed right-of-way takings, many of these properties and/or structures will no longer meet the Land Development Code requirements. This amendment would make the properties or structures illegal and non -conforming, and outline a process to bring these properties back in compliance with the LDC. This new subsection will apply to all those properties within the City not just those along SR 50/Colonial Drive. City of Ocoee • 150 N Lakeshore Drive • Ocoee, Florida 34761 phone: (407) 905-3100 • fax: (407) 656-8504 • www.ci.ocoee.fl.us Land Development Code Amendment Illegal Non -Conforming Sites and Structures Page 2 of 3 DISCUSSION: Property owners that have a conveyance or transfer on their property, such as a taking discussed above, will be required to bring the remaining property into substantial compliance with the Land Development Code. The new subsection provides for the following: • Within 90 days from the date of conveyance or transfer, the property owner must hold a pre -application conference to discuss the actions needed to bring the remaining portion of the property or structure into compliance. • Within 180 days from the date of conveyance or transfer, the property owner must submit the revised subdivision and/or site plan and/or proposed amendments to the development or annexation agreement along with an application to request an amendment to the plan or agreement that was in place prior to the conveyance or transfer. • The City will review the amended plans or proposed development or annexation agreement amendments under the current code requirements. The City may require a specific timeline for completion of the site improvements and may require additional development agreements. If additional development agreements are needed, these must be approved by the City Commission. • The applicant may apply for waivers from the LDC if the new requirements place an "unreasonable burden on the property owner". The City may consider the following factors in granting the requested waiver: o Physical constraints based on the size, shape, and usable area of the remain portion of the property; o Safety concerns that would be created by the strict adherence to the LDC; and o Factors and circumstances that would preclude the continued use of the property in the same manner prior to the conveyance or transfer. • The Community Development Director (CDD) may grant waivers; however, any waiver requires a development agreement or an amendment to an existing development/annexation agreement will require City Commission approval. Any decision by the CDD on waivers may be appealed to the City Commission. • Applicants will be responsible for all review cost with flat fees/review deposits waived. The applicant may elect to defer cost payments until compensation is received for the conveyance or transfer. Enforcement will be handled by the Code Enforcement Officers and the Code Enforcement Board as indicated in the City Code. Land Development Code Amendment Illegal Non -Conforming Sites and Structures Page 3 of 3 RECOMMENDATION: Staff recommends that the Planning & Zoning Commission recommend approval of an amendment to the Land Development Code adding subsection 4-11, requiring property owners to bring illegal and non -conforming structures into compliance with the Code when real property is conveyed or transferred to a governmental or quasi -governmental entity. Attachments: Ordinance 2006-XX: Illegal Non -Conforming Sites and Structures O:\Staff Reports\2006\SR06028 TJ_Illegal Non_ ConformingSites_P&Z_050906.doc ORDINANCE NO.2006- AN ORDINANCE OF THE CITY OF OCOEE, FLORIDA RELATING TO ILLEGAL NON -CONFORMING SITES AND STRUCTURES; ADDING A NEW SECTION 4-11 TO THE OCOEE LAND DEVELOPMENT CODE, CHAPTER 180 OF THE CODE OF ORDINANCES OF THE CITY OF OCOEE, FLORIDA; REQUIRING OWNERS TO BRING ILLEGAL NON -CONFORMING SITES AND STRUCTURES INTO COMPLIANCE WITH THE LAND DEVELOPMENT CODE, PREVIOUSLY APPROVED SUBDIVISION AND/OR SITE PLANS AND PREVIOUSLY APPROVED DEVELOPMENT AND/OR ANNEXATION AGREEMENTS; REQUIRING PRE -APPLICATION CONFERENCES; REQUIRING REVISED SUBDIVISION AND/OR SITE PLANS; REQUIRING AMENDMENTS TO DEVELOPMENT AND/OR ANNEXATION AGREEMENTS; PROVIDING A PROCEDURE FOR WAIVERS; PROVIDING FOR FEES; PROVIDING FOR ENFORCEMENT; PROVIDING FOR SEVERABILITY; PROVIDING FOR CODIFICATION; PROVIDING AN EFFECTIVE DATE. BE IT ENACTED BY THE CITY COMMISSION OF THE CITY OF OCOEE, FLORIDA, AS FOLLOWS: SECTION 1. Authority. The City Commission of the City of Ocoee has the authority to adopt this Ordinance pursuant to Article VIII of the Constitution of the State of Florida and Chapter 166, Florida Statutes. SECTION 2. New Section 4-11. A new Section 4-11 of Article IV of Chapter 180 of the Code of Ordinances of the City of Ocoee, Florida is hereby adopted as follows: § 4-11 Illegal Non -Conforming Sites and Structures A. Intent. The intent of this Section is to ensure that property within the City remains in conformity with the Land Development Code after a conveyance or transfer of any part of such property (whether ORLA_408844.1 by fee title or an easement interest) to a governmental or quasi -governmental entity places it in non-compliance with the Land Development Code and/or its approved subdivision and/or site plan(s), and/or developer or annexation agreements with the City. B. Taking or Conveyance of Property Making Property Non -Conforming. 1. Notwithstanding any provision of Section 5-10 of this Land Development Code to the contrary, whenever any interest in real property is conveyed or transferred (whether by a fee title conveyance or by the granting of an easement interest) to a governmental or quasi -governmental entity, by final judgment in a condemnation action, deed under threat of condemnation, voluntary conveyance, easement (whether voluntary or under threat of condemnation) or otherwise (collectively, a "Conveyance"), and the Conveyance places the remaining portion of property in non -conformity with the Land Development Code and/or its approved subdivision and/or site plan(s) and/or any developer or annexation agreements with the City, then such remaining portion of the property and the improvements located thereon shall thereafter be an illegal non -conforming site and/or structure. 2. Within ninety (90) days from the date of the Conveyance, the owner of the remaining portion of the Property must hold a pre -application conference with the Director of Community Development, or his designee, to discuss the actions necessary to bring the remaining portion of the Property into compliance with the Land Development Code and/or the property's approved subdivision and/or site plan(s) and/or developer or annexation agreements with the City. Within one hundred eighty (180) days from the date of the Conveyance, the owner of the remaining portion of the property must submit to the City revised subdivision and/or site plan(s) and/or proposed amendments to any developer or annexation agreement with the City, such submittal accounting for the Conveyance, and which brings the remaining property into compliance with all requirements of the Land Development Code, including but not limited to, any applicable landscape buffers, landscaping requirements, signage requirements and parking requirements. The foregoing shall be submitted to the City along with an application for an amendment to the subdivision and/or site plan(s) for the property and/or, if applicable, an amendment to any developer or annexation agreements affecting the property. Following submittal of such application, the owner must continue in good faith with the processing of the application and the resubmitted subdivision and/or site plan(s) and/or amendments to any developer or annexation agreements and respond to City Staff comments within 30 days of receipt thereof. Following approval by the City of the resubmitted subdivision and/or site plan(s) and/or amended developer or annexation agreements, the owner must proceed in good faith to bring the real property and the improvements located thereon into compliance with any such revised subdivision and/or site plan(s) and/or amended developer or annexation agreements. The City may require a specific timeline for completion of the site improvements required by any such revised subdivision and/or site plan(s) and/or amended developer or annexation agreements. 2 ORLA 408844.1 4. The property owner may, at its option, hold the above referenced pre -application conference and submit such application and revised subdivision and/or site plan(s) and/or proposed amendments to any developer or annexation agreements prior to the Conveyance. 5. The City may, at its option, require a development agreement in connection with the approval of any such revised subdivision and/or site plan(s) and/or require an amendment to any existing developer or annexation agreements. Any new agreements or amendments to an existing developer or annexation agreement must be approved by the City Commission and be executed by the Mayor and City Clerk. 6. All review procedures and requirements for subdivision and site plans and annexation and development agreements contained elsewhere in the Land Development Code will apply to revised subdivision and/or site plan(s) submitted and to the amended developer or annexation agreements pursuant to this Section, except that no public hearings will be required. C. Waivers. 1. If, because of the Conveyance, bringing the remaining portion of the property into conformity with the Land Development Code and/or the approved subdivision and/or site plan(s) and/or any developer or annexation agreements would place an unreasonable burden on the property owner, then the property owner may seek applicable waivers from the Land Development Code as part of the resubmitted subdivision and/or site plan(s) and/or proposed amendment to the developer or annexation agreement. In determining whether bringing a particular parcel of property into conformity with the Land Development Code and/or the approved subdivision and/or site plan(s) and/or the approved developer or annexation agreements would place an unreasonable burden on the property owner, then the City may consider the following factors: a. Physical constraints imposed based on the size, shape, or usable area of the remaining portion of the property and existing structures located thereon. b. Safety concerns that would be created by strict adherence to the Land Development Code. C. Factors and circumstances which would preclude the continued use of the remaining portion of the property with the uses actually occurring on the property immediately prior to the Conveyance. 2. In connection with approval of any such revised subdivision and/or site plans(s) that are not otherwise required to go before the City Commission for approval, the Director of Community Development may grant waivers from the provisions of the Land Development Code upon finding that an unreasonable burden would otherwise be placed on the property owner; provided, however, that any waiver 3 ORLA_408844.1 requiring a developer agreement or amending an existing developer or annexation agreement will require approval by the City Commission. Any denial of a waiver request by the Director of Community Development may be appealed to the City Commission within thirty (30) days from the date if the denial of any such waiver request. D. Fees. 1. The property owner submitting such application and revised subdivision and/or site plan(s) and/or proposed amendment to the developer or annexation agreement shall be responsible for all Review Costs (as same are defined in Section 1-12 of the Land Development Code) associated with the submittal of the application and the revised subdivision and/or site plan(s) and/or proposed amendment to the developer or annexation agreement and review thereof by the City. The normal Flat Fees for applications shall be waived by the City. 2. No Review Deposits shall be required in connection with any applications required by this Section. 3. The property owner may elect to defer the payment of any Review Costs until receipt of any compensation received from a governmental or quasi -governmental entity in connection with any Conveyance. E. Enforcement. The City may enforce violations of this Section by way of Code Enforcement Board action, revoking any certificates of occupancy related to the property, and/or all other remedies available in law or equity. Prior to enforcing a violation of this Section, the City shall provide written notice of such violation to the property owner and a 30-day period to cure such violation. SECTION 3. Severability. If any section, subsection, sentence, clause, phrase or portion of this Ordinance is for any reason held invalid or unconstitutional by any court of competent jurisdiction, such portion shall be deemed a separate, distinct and independent provision and such holding shall not affect the validity of the remaining portion hereto. SECTION 4. Codification. It is the intention of the City Commission of the City that the provisions of this Ordinance shall become and be made a part of the Code of Ordinances of the City; and that sections of this Ordinance may be renumbered or relettered and the word "ordinance" may be changed to "chapter," "section," "article," or such other appropriate word or phrase in order to accomplish such intentions; and regardless of whether such inclusion 4 ORLA 408844.1 in the Code is accomplished, sections of this Ordinance may be renumbered or relettered and the correction of typographical errors which do not affect the intent may be authorized by the City Manager, without need of public hearing, by fling a corrected or recodified copy of same with the City Clerk. SECTION 5. Effective Date. This Ordinance shall become effective immediately upon passage and adoption. PASSED AND ADOPTED this ATTEST: Beth Eikenberry, City Clerk (SEAL) FOR USE AND RELIANCE ONLY BY THE CITY OF OCOEE, FLORIDA. APPROVED AS TO FORM AND LEGALITY this day of , 2006. FOLEY & LARDNER LLP am City Attorney day of , 2006. ":•IV"D CITY OF OCOEE, FLORIDA S. Scott Vandergrift, Mayor ADVERTISED , 2006 READ FIRST TIME , 2006 READ SECOND TIME AND ADOPTED UNDER AGENDA ITEM NO. 5 ORLA_408844.1 ITEM NUMBER IV. C City of Ocoee Community Redevelopment Plan Review Comprehensive Plan Consistency Determination -47 r, - _ . Mayor S. Scott Vandergrift CitV Manager Robert Frank STAFF REPORT Commissioners Gary Hood, District 1 Scott Anderson, District 2 Rusty Johnson, District 3 Joel F. Keller, District 4 DATE: May 4, 2006 TO: The Planning and Zoning Commission (Local Planning Agency) FROM: J. Antonio Fabre, AICP, Senior Plann THROUGH: Russ Wagner, AICP, Community Deve opment Director P/I SUBJECT: Ocoee CRA Community Redevelopment Plan Review Comprehensive Plan Consistency Determination ISSUE: Should the Planning and Zoning Commission determine that the City of Ocoee Community Redevelopment Plan is consistent with the Ocoee Comprehensive Plan? BACKGROUND: The approval of "City of Ocoee Community Redevelopment Plan" follows the adoption of the City of Ocoee Finding of Necessity Report for a Redevelopment Area, which describes a certain area of the City as meeting the "blight" definition prescribed in the Community Redevelopment Act. On September 21, 2004 the City Commission adopted a resolution finding a certain defined area of the City of Ocoee as having conditions of blight. This was the first key step to identify the redevelopment needs of a specific area within the community. The Community Redevelopment Plan addresses these identified needs by providing coordinated financing (via tax increments) and implementation strategies as well as management and administration opportunities. On March 21, 2006, the Orange County Board of County Commissioners unanimously approved the CRA Resolution, and an Interlocal Agreement with the City of Ocoee delegating authority to the City to create and manage a Community Redevelopment Agency (CRA). On April 25, 2006, the CRA board reviewed and approved the proposed Community Redevelopment Plan and collectively agreed to forward the plan to the Planning and Zoning Commission (Local Planning Agency) for review and a formal determination that it is consistent with the City's Comprehensive Plan. DISCUSSION: The Ocoee Community Redevelopment Plan is intended to serve as a framework for guiding development and redevelopment within the Community Redevelopment Area over the next 40 years. The purpose of the Redevelopment Plan is to document a strategy for the Community Redevelopment Agency (CRA) to facilitate a comprehensive revitalization of the designated redevelopment area. May 9, 2006 Planning and Zoning Commission Page 2 The Community Redevelopment Plan provides a legal description and physical information on the redevelopment area, identifies potential projects that can diminish or eradicate blighted conditions, and establishes a legal framework for a series of specific programmatic policy actions that advance these projects. Furthermore, the Plan provides for an economically sustainable, accessible, and attractive mixed -use area that offers visitors and residents a high quality local destination with a safe transportation network, pedestrian connections and public space/recreation facilities in a manner that promotes a positive image for the City of Ocoee. The CRA boundary, as described in the redevelopment plan, covers approximately 1,070 acres located north and south of the State Road 50 commercial corridor. More specifically, the CRA largely covers the same area as the previously approved State Road 50 Activity Center Special Development Plan referenced in the City of Ocoee Comprehensive Plan and Land Development Code. More specifically, the redevelopment plan establishes objectives and initiatives for the Community Redevelopment Plan. In general, the urban design initiatives presented in the Plan abide by the overall goals, objectives and policies, including type, size, density, massing and building height, as outlined in the City of Ocoee Comprehensive Plan and Land Development Code. As redevelopment initiatives are implemented, the CRA will evaluate the impact of such initiatives on the City's Comprehensive plan, existing/future land use and zoning. The CRA shall initiate changes to the zoning code and future land use map amendments to address mixed and multi -uses. A financing analysis of the tax increment funding, capital improvements, operating budgets and other funding sources are mentioned in the plan (pages 27-33). A detailed neighborhood impact assessment is also provided in the Plan (page 34) as well as a substantial implementation plan (pages 36-42). In many ways it is a comprehensive vision for what the CRA district can become. These strategies will continue to be refined as they are implemented. Accordingly, the Ocoee Community Redevelopment Plan may be modified in a manner consistent with Florida Statutes 163.361. The Planning and Zoning Commission, acting as the Local Planning Agency, has been given the task to review the proposed Redevelopment Plan for consistency with the comprehensive plan. Staff has found that the Community Redevelopment Plan was specifically prepared to be consistent with the adopted City of Ocoee Comprehensive Plan (please refer to pages 39-42 for a corresponding list of City of Ocoee's Goals and Objectives). As a result, the proposed City of Ocoee Communitv Redevelopment Plan can, with certainty. be determined to be consistent and STAFF RECOMMENDATION: Staff respectfully recommends that the Planning and Zoning Commission (LPA) make a determination that the City of Ocoee Community Redevelopment Plan is consistent with the Ocoee Comprehensive Plan. 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'�!Ihsior thveo! to in., 'Vest 'Ichl a 1; e to said North Fight of way 'i'o _hjo,00d o, Sheet 2 ot 7 oh- I"-- hl""pr. scatch. tj�c op;11;� Of title ji,,Ch", A tl�'Ilf�t of a" Ca"I" 1 2• !f�ctlq it" voi.-I ,hC 1;pe eh "-at; true Cho ,orreCt to I" tics! C! "'f "'; d"e-C. On I d1jo,e descr;ciod pr� �Id� ,jr of LO'd h, ot,-d tho! ;t _t,i t,L. Vo- Tch:1-ol Stall c" 4 t.- "-;d the s1howt w', ' h c 1 1- f-, �'Y -t"e 0 • " D .� L . ze"fed O"d he"b" TW, of 1, - 1h'_' !, t'� 11-e Suet,h t"t"d '' h d" o%1- -Y ,t��ON 1� 'f t"r, to U.- swc of Ve-rip"h. aid 1"'! 1 hereby '"Wcts I-r.ht5 I any .!hv d"I d,,,,,, any other tCb,l,ty .'t 'oj ."tt", -Ch! 01 the S").' 50319c DESCRIPTION 6/30/05 DCS FOR60310 none CCPY OF OCOEE CH. 6IG17-6. nCtIdaArd�'.'O"th' Cade 0q,,"s that a*g0 p I" ding boar th- h.t.11.n ,,at THIS IS NOT A SURVEY. FOP j�, _,URVEYING & MAPPING CORP SUU'R""`1I` 1500 All A. Orland.. Florid- 1 (407 �292_181518101L QZ07)202-0141 .. L.- I eyt , 1. A Y `%RY 9.0 RICK 45 JANU SUH%'k:YOH SO V 2i CL SKETCH OF DESCRIPTION cM,l nue. 1'cT1 shell i at th to es y e' a PVCd' at c d drztr.0 d DII:Cial into at YiCSircT.y U'nny sa'a :/C't^. 1911 Ut '* y h .a 'Zrtht C y 4e5i C'!y, "a 1:a tht ly `IGny tr t ' 10f Reco•ds Bock 7979, 1•aq< 4259. sC,,d rub!,c R -c as, "id lode: Ecsind:a ofthe PeSNo•theast /4Wof the No•nwrs:yt/ay of tnr No, tT*cS r1/d lofased Sacdt a�3t): en<n Woy 5outh<•%y Old Y'eSt Niy e,h,J the East Ord 5cutr. 'It' 4f 5ad Nnrthea St t/4 of :r.0 TJ.29) 1 t /d Of tf.r Nat:h wO'S t/W to V,a East rgnt . y i.n 'the Y„estn'n 0<u«aY `a'sc .pawn as Stoic Rand 429 ): Uwnce Nc`I" It". e+:y of eny �I to the Nrsf a •wd Se.Lan 19: lxr., rc t:0'!h r•ly d!cny saa Wast bnt to th!• PCtNT DF Said Cust •qht o. «oy 1'ne BEG�Nt•eJG. LE55 ANC EXCEP' : ld o• :ht ':o,t.,•e;! 1/4 c' tar SO.th«<st t jG o! sac Ser hcn 2C C4ana<d on "IinOt per! an 4t :nc 1c`utnaaCt d5 SintC Rtt46 Yt<sl CnC NOlin ny the S4Utn ay the %0!1^ 1411 Of «ayin, ;tun r.[ Ijd, en the Nartr rant by the 'Nest Ond No•N ors a' sad S-A s t rd 1 t it t/4 C t u vclt ... a..d dasc' Oed P, CfhCi41 Sa,m Wester y •vh: a+ «ay 'se Cr L c :• A e o-. : y: ;It CY o ..o.. c ftucc'as. Retards Book 5Q3T, po�c 3353 ena Lit cc Reca•w 8acx a1 lo. Page .�_�, LESS AND EXC,rP7 `' . Ded as follows' +. pertron o! sda Sta.-a g tr ) C JO .. � O•c^Ice BCGH: o'. tra ntarsec t••. E t t 'it 7 : o na the EOst ' (Pt of .ray .n. ,I Maq, 't Raca, tr 1 t ! c ICrl.nr a! a e 9l'.ny v tcn thenca Nart said Sl y a ony Sa' Natr:Westedy acnq —1 -ash 'qh Ine c' tn< Alin', <Ist Re,hceal tne4ce $aJl ,:edy clenq raid N ,trr;y nynl o! dlat` la the Nesterly r,yht of .0yof 5"<8cn 19' thecae �o.tae' y O',onq said Ccst ILne to th•. PCI`.T CF e�EGlt...l♦p. Way i:ne to said East iin • LESS AND EXCEPT A por6an or Baia Sec Cons 19 and 3C ae^.y mort pd.ticua.ly drsc'+5ea as fauaws: f_UM'AENt.E d: trc �nle•s"=:,:;n of t':c Ee:: r�gnl of _y ling of Ma•sn0:l FermS Read O1U the \or Ln nor, of lne Savtn West 1/d o! lht Sovtnecs: t/< o! ail Sccu- 19. t-.ahae ScuthWestc.ly 570 legit more or Iass ¢eny spin Eazt 4' ay 1 - tc h pC,01T GF 9EGiNt NG a tc t 1 r Ccrnicl i. . rJs 1. w t' Dtch. 1 5. s 40 yrq r ., C ,r and n«e e D'c (oan 1. h a at,!, Road C t .n t nt ' Re'e SS O ''y7`' ! ael 7 a So-d h-It'I, Mr c'ac. .n. No'I <a52 -'rl! 0 a V �. IU.. OCy - [a a. (r 4t�n Irc • 4 0'.a U '.I a. G r It, Cc lh Or E4 t y 5c,. £a5 tn< Nor n ,he O' LhC I . S n 'y v ) Tl4•l"W{ t ijd 4 Lh i n P5 ld _d Snf S I t„«.. t O' .1 wC d tr e Y Slel'y a, ato the SJcth i. aS nl a':. *a'tr Sf 4. In,.a •he• y d ,4,, FO - ;,ht of Y t C l0 the -e to sa;d East) r C1 «6y - M J _ J C,ry v d ,C 1 a:6 y InC ...... ly. In<' f C.:C pd. aP ('.nd LC r Ir IinP of SCt'.a „��r a• .cl'. 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F7orldw ;IJA10-4350 (a0alzcer86N50 Ibi2ioez� 0w <mw11:IRt¢*south<wwt<rro—YNIC.wom SKEM-1 Or DESCRIPPON GENEVA STREtT NE mmmc� mms=w 00m PACE13 CCNMK)M 5 UNE PNllUMN PACB/" E SE 1/4 DETAIL SEE SHEET 3 FOR ENTIRE SKETCH PW NO 10 SCALE COLONIAL DRIVE (SR 50) R/w EYE OLD -1W GARDEN ROAD Ora n.nq rlo. SU314C9' 0me. G/30/05 :Heels 1 cnu 2 OescrDtia 7. snems •-7. G4:o•s SHEET 5 C•r 7 � !1 LY1E S ' /2 a s SW 1/4 SW 1/4 540. 30'= S apA ur,E .167 PACE 4662 Z IiH XPPAMI P1rrsoocoy� 3 PACE 120 GROVE R/« lnS W .......... O SOUTIIEASfERN SUR1'Eri' 8 YAPPING CORP. 6500 All American Beulcvard Orlando, PbNda 32510-4350 (407)2O2No. LB-16 B II& 20I292-0141 ema0•.mC", 2lvurvoy,nA.eom q t w 7 N SKETCH OF DESCRIPTION ROP41 0: Comm UENi N LIVE 5w 1/4 SE 1/4 WITH E R/'W LINE DETAIL w "`E SEE SHEET 3 y FOR ENTIRE SKETCH �0 cf No To e y+ycaNl SCALE O EAST EXCEPTION W L'NL E 10:i Or W 3.69" 202 T 1i t: I. PIE 5 525' E L Nr C E 105' CE P W 309' COLONIAL DRIVE OR 50) �3'k7W C LINE ORB 5586 NW 1/4 NE 1/1 R . PACE A723 NW I/a r NW 1/4 NW 1/4 NW 1/4 (, 79 N LME S 4.0 ACRES = D t L!!tE ORB PACE 4259 a N UNE SW 1/a 7N( NW 1/4 —E 3 IIE 1/d W 1/4 1/4 NE 1/d f�J�j S>3T:L+ yl pis' c ti_lA.� I%n��if�A�lV ra._nq U. SOSt909 SOlJi1fEASTER% SURYEYiBG A YAI'PISC CORP. 091e: 6/ D50 5300 Afl Am<rl<en Oouf<r•rd Saeels 1 cad 2. D<scRpron Orlando. Florida 028f0-a050 o—*':..et<n (ao9)zC-t. N., LB-210oz9z-OIs1 s ♦-1. C<taas<m•Il:fnle�•ouLhautarnwrv•pnA.eoat 5+1EC1 6 Cr i SKETCH OF DESCRIPTION DETAIL SEE SHEET 3 FOR ENTIRE SKETCH EXCEPTION yf CG:Yt (;F l 4 d 4Q ' VU TV SCALE � s sq � GF g y. 3SE •�+� L2�, 1 Sw /4 SN 1/4 - gM1 EXCEPTION Z.l «..� COLONIAL DRIVE (SR 50) Cro.:os ne. 50S,90C, I SOUTHEASTERN SURVEYING N HAPPLtiG CORP. Oete. 6/So/05 6500 All Americo B. 1-4 5—,z , cod 2. 0ezenpGon I Orl W.. Florida 02610-40W Sheet !. 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Affordab — Dentures Building Plans 121117105 G list Wall Sign DENIED IV13105 Amsouth Bm_k - Small 101JJ��y1a CA $�B�pg st4 ��g99/�/7��PP��gg��55 g,,9)7p �pp�1 1,7/1 glg� s rms..r1101/d098. Arden Park R.6nln#* 0//T6V8 CA YR Stag Fb6tM al7E fi5/T5A�.48T11d _ Associates In Dermatology _ Buiding Plans 0Y17M CA jRQ Wall Sign Approved on 03I20/O6. Bank of Amer® Building Plans 03/20M CA 1£l VAT Installation at Drive Through APPROVED=0011. BP C-Slone 1102 Wont Road Building Plans 0W3I05 CA 19 Well Sign APPROVED on O3/1a106. --_-_--_._ Cato 11905W Colonial Dave Building Plane 01/0441111 - G 1p Mechanical Root Tap Unil APPROVED on O4120105 _ Preliminary Chateau Reserve LS-200"17 Subdivision Plan 12119/05 G let Staff comments sent to applicant 0906/06. Medical and Execs Office id, paid, LS-994111 Plat 0128N3 G SbR wmmente due on 0526/06. Citrus Medical and _ _1st Existualie Olfirn t✓•W Scale Site pars, LSW-011 Plain 0327106 CA IM SMR comments vent to applicant 0520106. Crealunde Preliminary Townhomes L6O4-003 Subdivision Plan 02/191O4 G 1st Slag comments ward to applicant 0324101. Creekside Townhomas Track 5lW� I 05A501 _— _.— 38 -_ SlaR comments sent to Tnefic Planning Design 0523 , Credshva0 _- —_ Heights 1060 Bentddge Street Budding Plans 03/23M G 3rd ErqgrOate Installation APPROVED ONO2I08. - - --- Crestwood ----_--- Heights 917 C.re6twa0d Commons Avenue Building Plans ON21/OB G 2nd Perk Shelter APPROVED on O4r25 . Crestwood Heights 910 Cmstwood Commons Avenue Buldli Plsna 01/05106 CA 2nd Mail Box Kiosk APPROVED on 01/110i Commit Prgect Status/Ravi. 5I12006 1 0113 TYPE OF DATE IWAL PROJECTNAME PROJECTNO. REVIEWER .TTAL SUBMITTAL .RECEIVEDI,, - •.. . , Creslwoad Heights 947 Crestwood Commons Avenue Building Plans 04/05/06 CA 2ntl Cabana Bath APPROVED on M10/U6. Crestw000d _—. — _.__. Heights 700 Montgomery Avenue tBulldirm Plans 04/OW06 CA 3rd Community Pool APPROVED on 4/10/06. Preliminary I Staff comments sent to applicant 420/04AEdiilonal letter sent on Crown Enterprises LS-03-004 Subdivision Plan 0326104 CA 2nd 06107104. INSUFFICIENT Crown Enj�ypses Traffic Study 10/01/03 JS Tretfic Study- Sent to applicant 10/17103. I Crown Po.1 Townhomes A%-050&26 (Annexation 01/OBI06 CA 1st �tef(commants sent to 03/16/O6. _— _ w0ricant I9AI !!� ng to agree nr. Issuesio annexation snow up. City Dpi1NEY.1Ha action agreement. annexation agreement HOLD - Small ScabPre W signed OWE MONEY. Have they signatl agreement? Paid hest No Deeper Life Annexation water until pay ties. Sant latter 6124/04 mr,artling InsuNlelrmt Assembly AR-02-08-04 Agreement 0W2102 CA list plan submitted. Deeper Life Assembly Water Lim O9115I03 CA Slag comments sent to applicant 09115/03. Deeper lib AX-04-0T-20 Annexation 0WIM I --I CA let Stiffcomments saidto applicant 09/10/04. 0 one Woods-- and Water 851 Maguire Road Building Plane 0321/OB CA 1st Elec rical For Pumps. Dobson's Woods and Water 851 Fence. Wetin for letter from applicant. ON HOLD DENIED Maguire Road _ _ _ _ _ SulMlrg Plans_ 12I15104 CA 1N 12I20104. Scale Site smaSS-2005-008 &Water Water. planll 01120M CA I 2ntl (Staff comments sent to applicant 03107/06. I DobspnslNextel Tower 835 Marshall Farms Road Building Plans 03/17/06 CA let Install Generator for Tower APPROVED 321M. Dobsons7-Mobile 835 Marshall Forma Road Building Plans 0327100 CA 1st Antenna on Existing Tower DENIED on 03130/06. Dobson's Woods 851 101/11/011 I I Mariana Road Buildina Plane CA 151 Monument Stan DENIED 01/1=6 Conant Proled Status/Review wM m 2 of 13 STATUS OF LAND DEVELOPMENT PROJECTS CURRENTLY UNDER REVIEW TYPE OF DATE SUB- ' PROJECT NAME PROJECT NO. REVIEWER MITTAL STATUS SUBMITTAL RECEIVED NUMBER tnan Contmenls sent to appi cam iuu vua vvem le Nmll m, muo Blackwood Ave VR-10128105-1 Variance 1028105 CA I tint City Cominiamn Meeting DrJohn Zargari Small Scale Site WeiW}a9 SS-2005005 Plan 02/22I08 CA 4th Staff comments sent to applicant 03102106. Ital 9580 W. Colonial Building Plans 11118105 CA New Commercial Building Final SubdWision Eagles Landing LS41a-025 Plan 12105105 CA 3rd Staff comments sent to applicant 02J01/OB. Floors TodaylOood Homes Plaza Building Plans 05/02105 CA 2nd Sign - South Elevation APPROVED on 05IO2/118. Floors -coay/cooe Tomes Plaza Building Plans 05/02/O6_1 C _ 2d Sign - East Elayaean APPROVED on 05102/06. longs Immit.110entra :ere Building Plans 05103/O6 CA 3nt ,3round Sign. sooner Real 'slate- Wal-Mart 7)wrlter 1473 rlackw0od venue Building Plane 02,04109. CA iN Wall Sign APPROVED on 2113I06 Abandonment _ and Vacation of Streets and Fools Properly VAC-05ODI _ Easements OSM4O5 TJ 1st .9IaR comments sent to applicant 0721105. Comprehensive Fountains Mat Plan Harangue, CPA-"4 g5 Amendment 02MM CA 21d Staff comments sent to applicant o3117/08. Fountains WaN- _ Harenen Traffic Shldy CA 1N SWIU �R �P,aU �}1j5 i]7�v�� Baler()MCe N Tempor-Pry A�{I witlhi.ondi ns an F%Scenery_. Building Plans 0485/OB CA III0,1117106.. GladTiding, _ Special Church 20E-0OB Exception 02/03/00 CA let 5latl comments sent to applicant 03/21/O8. God'a8-S Factory485 W Sit W. Silver Star Road Building Plane 12/12/05. 2ntl jVall Sian APPROVED 03I16I08. Special _CA - — - p�� 8�0ry 11W lFibA 1-05-5E-007 ExceNlon 121&06 CA let Weld to 02/14A18 Pi Pllaaz�aM1eeli'istA Frozen Cashed! Buddina Plans 04/12/08 CA 2nd SWn. Current Project StaWsrgaunew S`hri 8 3of 13 STATUS OF LAND DEVELOPMENT PROJECTS CURRENTLY UNDER REVIEW PROJECT NAME PROJECT NO. TYPE OF SUBMITTAL DATE RECEIVED SUB.REVIEWER MITTAL NUMBER 'f STATUS Good Homes Special Preschool 1-09-5E 004 Exception Of116/05 CA 2nd Staff Comments sent to applicant 00I25/05_ Preliminary Grace Community Certificate of Church 248-28-04PCC Coneunerrc _01/USN4 _TJ tat Staff comments sent to applicant 02/03 .ON HOLD Grew Community Church Building Plane_ mall Sc51e Site 0ullie S G TM New ChurUl Building DENIED 11/18/05 - --_ --- _-- Plan 8 Final Grace Community Cergfoold of Church SS-2005-0O9 Common, 0321R18 G 3rd Staff oommeMs sent b applicanl05/O4/06. Small Scale SBe Groundtek SS-20054104 Plan 0329Po8 G 3M Stag comments cent to applicant 05/0U06. Haynes Brothers Fumiture 476 Cooee Commerce Parkway Building Plans ON211M CA1s t Pak Sign Wall Sig a DENIED 3/8/O5. Health Central ._ _ _ _— _ _ Hospital Building Plans OS/01/06 G 2rM Modular APPROVED on O5/011 Health Central Perking Lol Expansion Modifications 12/10/03 G 1st StaR...entadue01116/04. ON HOLD Health Central- —. _— _ — _- _ _ — --. —_—_._ Parking Lot Small Scale Site Expansion_ SS-2004-027 Plan 01/02/09 G 2rM SMff.mmentsdue DW11506. _ Hollywood Video Landecapirg D4112MB G 1st `Slafl commentsd. M1B/OBJOB. House Blentl 10730 W. Colonial Drive Building Plans 03121106 G 2nd landscaping/Pavera/Fence APPRGVED 0322J06. Hudson Q Ocoee — -.—. Large Scale ---_— Furniture Store Preliminary Site Expansion LS-2001-022 Man 11/111i G 5TH Going to 04/041O6 Gary Commission Meaning APPROVED Final Subdivision Ingram Eekka LS-2005-001 Plan 09/12A5 G 3rd StaRcommenkeenttoapplicantlINIM5. Ingram Estates TMMC Study 0611T/04 JS 2nd Still the 8112104. Ingram Trade 1520054708 Plat— M2Br06 CA list Staff commands send[ bEngineefell 5/3/OB Final Subdivision Ingram Trelk L^s2005-009 Plan o1H9/OB G 4HI Skff.mmenkcentbeppli.nt OL1T/OB. _ Recreation Site _ �- Kenshmton Manor LS-2001-004 Plan 02108MB G 2nd StaR.mments sent to aoDli.nt 03/01106. Current Project StatuslReview 5/42006 4 of 13 STATUS OF LAND DEVELOPMENT PROJECTS CURRENTLY UNDER REVIEW TYPE OF PROJECT NAME PROJECT NO. REVIEWER MITTAL - STATUS SUBMITTAL REDATE CEIVED NUMBER Kensington Manor Building Plans OW22106 Kensington Manor Building Plans 03/21106 Keytsle-Phasell LS-2005 015 Final Site Plan 11/20105 Labor Finders 129 W. ySbeel Lae Building Plans 12/19I05 MediaCentre Centre- Final Denigrate H 3 of Gonouncurrencycy 05I14104 e man MediKahaal nVe- 112Keko 112 0 n CA 3rd Communny Building APPROVED 03122/06. CA 1st Guard Railing/Fence APPROVED 3/22106 CA 1st Staff comments sent to applicant 01/241018. CA 1.1 Parking Lot TJ _ PER RUSS, HOLD UNTIL PROJECT IS APPROVED Avenue Building Plans 09106I05 CA 19 Shell of buildng Preliminary She comments due 11/23105 APPROVED AT0 IM City Lanni Estates LS-2005-002 Subdivision Plan 10 7105 CA 401 Commission Meeting. Lanham Small Scale Site W4lotesale SS2005OD1 Plan 1N 005 CA 1M Slag comments sent to applicant 02/1SO& _ — ----� TerryJamesmetwdff Mr.Leeman OW9/03. Wdiphrcpgoac' Leers Annexation M-03-09-01 MlexaOon 091051103 TJ 1st to submit reguned at ormation -_ Living Waters Church 495 W. Silver Star Road Building Plans_ 1012105 CA 2nd Wall Sign APPROVED 03/16105. Living Waters Speaal _ Church FccepOon O1I1805 CA 3N Staffoomments due 2l�t _05-05vE409 Traffic issues mcetlgCamn e&$ il/190 61pplic� Relearned letter from Hal Cantor. Steve Dill be& up material in Magnolia Rldlfe, Preliminary project cabby. Discussed at City Attorney Day on September 4, Phase 1, 2 A 3 LS2001-003 Subdivision Plan 05/02/02 CA 2nd 2003.Scheduled for O912/04 City Attorney Day. ON HOLD Prefminery Certificate of p0q$uira, (�(fj�,y�gs gusl Concunency 04Y 9104 TJ PER RUSS, HOLD UNTIL PROJECT IS APPROVED. Ma guire 1560 Ma Road Road Building Plans 02/20I05 CA let Wall Sign - GuisDDDek Rr;aloraree DENIED 022]I05. Maguire Crossing 2751 Old Winter Garden Road Building Plans ON31106 CA 2nd Wall Sign- Crown Addle APPROVED on 04102100. Maguire Crossing 2759 Old Winter Garden Road Building Plans 0W29I06 CA 1st Wall Sign - Osaka Sushi APPROVED on 03K)OW. Current Project Stalu iffli w 5/412006 5 of 13 STATUS OF LAND DEVELOPMENT PROJECTS CURRENTLY UNDER REVIEW i PROJECT NAME PROJECT NO. TYPE OF DATE SUB- STATUS SUBMITTAL RECEIVEDIREVIEWER NtIITTAL MBER Maguire Crossing 2943 Old Winter Garden Road Building Plans 04125/06 CA let Sign APPROVED on 04/26106. Maguire Crossing 2747 Old Winter Garden Road Bulking Plans 0329M CA IN Wall Sign- All Star Haircuts APPROVED on 03130/06. _ Maguire Crossing _ _ 2779 Old Winter Garden Road Building Plans 03131106 CA 2rk WeIISIgn-Times Masbrelaes APPROVED Dtl02/O6. Maguire Crossing 2775 old Writer Garden Road BUIMIrikPlans 0329/06 CA isl Wall Sign - Luq'a Garden APPROVED an 03/30/06 _ Maguire Groves _. _ _ 280 Moore Road Building Plans -- _--- 02/03/06 CA 1M -- Shell Building. _ Maguire Pointe 2462 Maguire Road Building Plains 12/21/05 CA tat ,,riall Sign - Pooldes Box Wow Subslituliun for _ Maguire Pointe berets 01106" CA 1st Setcommenistoapomwrd l/11/06. Maguire Road and _ Staff comments due OSHS104,PER RUSS, HOLD UNTIL Moore Road Trafie Shall Oli/14104 JS_ list_ FURTHER NOTICE.0625101. McCormick Woods Phase 1112 LS2001-002 Plot 0426105 CA 1N Staff wmments due on 0526/06. McComick, Preliminary/Final Woods LS-20DSO11 Subdivision Plan 031291O6 CA 2ati Staff wmmenW aenl loapplicant O4/OSn06. ORC held 05/02/06. McCormick Woods 1520 W. MCCormlQ Woods Bulking Plans OM02/06 CA 10 Subdivision Wall Meadow Ridge Final Subdivision (lids Westridge) IS2005-10 _ Plan 01113MO CA 3rd Approved plans send out 0321100. Meadow Ridge Final Subdivision (Mall Kiosk) LS-2005-011 _ Plan 0502= CA list _ Staff comments due OS/151oa.wnt to lirand 01/30/08. Meadow Ridge Final Subdivision Well Revision LS2005-011 Plan OM17I06 CA list Sieff comments sent to applicant 0426/OB. Small Scale Site _ M.I. Ranci SS2001-008 Plan 02 W06 CA SIR Staff comments sent to applicant 04/14/06. M.I. Ranchko riot OU26/03- CA --- StaffR comments sent to applicant 06 3. -- M.t. Panchito - Tragk Body =110113 JS _ Maff wroments sent to aopliwnt O8/22J03. Current Project SlatursReview S/N2006 6 of 13 STATUS OF LAND DEVELOPMENT PROJECTS CURRENTLY UNDER REVIEW + PROJECT NAME PROJECT NO. SUBMITTADATE US LRREC�DI�.EWERI MDTIL STATUS r^q Large Scale Oak Trail Reserve Preliminary PUD LS-2005012 Subdivision Plan 02I09Po6 G 2nd Staff comments sent b applicant 03/28/06. pcepl Design Oak Trail Reserve Plan Road PUD Improvements 0223104 G list Staff comments sent "a 03/17/04. Oak Trail Reserve _. _ PUD Methodology Mopy_ 12I11V03 JS ial Staff comments cant to traffic consu8aM 0123101. _ _-_ _ Master Ocoee Business Development Park - Lot 2 RZ-0304-01 Plan 0?23T5 G isl Stag comments due OM11/05. CChds6an Chu" 15 S. _ Avenue Building Plana 08/2]/05 G 1st S ns DENIED t0103105 Upon Ocoee Church of Lt of 3: L2 of 3; the Nazarene LS-2003000 L3 of 3 02/28/O5 G 1s1 Staff comments sent to applicant an 0&1&OS. Ocoeeof the Nazarene LS-2003-006 Landscaping Oal2]106 G iN Sint comments tlua OS/12/08. Ocoee Commerce Center (nke Silver Star Commerce Final Certificate Cent _ _ _ of Conane� _ 05/26/04 TJ _ PER RUSS, HOLD UNTIL PROJECT IS APPROVED. Ocoee Commerce Center 1189 Blackwood Avenue TraMCStudy 06/14104 _JS _ tat Staff Comments due 06130IN ON HOLD Ocoee Commerce Center 1177 Blackwood Avenue _. ___SMId�Plans 09/13/05 CA list Sign Ocoee Commerce SSSP Center 5300cpee Modifice0on of Commerce Master Signage Parkway SS-200M13 Plan O4411005 G 1st Staff comments sent b applicant OS/18/05. Ocoee Professional Plaza LS-2005-002 Final Site Plan 0321/05 G let Staff comments sent to applicant Hl W5. CuneM Period sour el .r. &W006 7 of 13 STATUS OF LAND DEVELOPMENT PROJECTS CURRENTLY UNDER REVIEW I SUB- # seelealeeleelillillill PROJECTNAME PROJECTNO. TYPE OF DATE REVIEWEMITTAIL R STATUS 1 SUBMITTAL RECEIVED NUMBER Citizens/ Small Scale Site Veterans Center Plan 10/24/05 CA 1st Staff comme_rca_fie_M to applicant 11/17/05._ Ocoee Services Building 475 w. Story Read Building Plana 14/15/DS CA 19 Parkin Lol Lighting DENIED 12/18/05 Gcoeeshopping Small Scale Site _ Center Atltlition SS-2005-005 Plan 05fl03014 CA isl Sleff comments sent to applicant 05119N4. Preliminary Ocoee Met LS2004-009 Subdivision Plan 09/20/05 CA 2nd Slag comments sent to applicant l2/M5. Hollywood Matter 221 N. Clarke Road Builtli�Plene 0328108 CA Revision to She LightingLocetlons DENIED on 0125/OS. za Olympia Pla/ -- ---- _tat -- Hollywood! Video 221 N. Clarke Road Bottom, Plana 09/15/05 CA list New Commercial Building DENIED 09/21/05 Orlando Foots Ankle 1261 Blackwood Small Scale Site Avenue SS-2002-005 Plan 05103/04 CA 4th Staff comments senile applicant 05119104. Palm Dr. Sewer Treatment Plant Building Plane. 04120/05 CA let Sign. DENIED 04121/05. Small Scale Site Pe SS2005-011 Plan 11/01/05 CA 1st Staff comments sent bapplicant 129O arnaW R-O-W a Right-wy Vacation VA-0 Vagabond 013110105 CA list Slag comments bus 07/051050N HOLD Piz a Hut 8838017 Small Scale Site Expansion SS-2005-001 Plan 05/10M CA 2nd SlaffcommentismItp eppllwM OB2T/05. Plantation Greve Shopping Center - Phase l 300 Moore Road Buildup Plans 12/07/OS CA list Shell Building DENIED 12/13/05 Plantation Greve Shopping Center 270 Maguire Road BulNirg Plans 01/11/OB_ CA tat Commercial AmSoWh APPROVED=3/O8. Plantation Curves P(Maguire Guiana) Plat 11/1BN5 CA 2rM Stag comments due 12/08105. Cuneal Pelletal SleluelRevlew 5/4/2006 8 of 13 .. 'ATGTUA 6P I Ali 11"Id nallig T PRO_111i CIIAAFMTI V I I Vi lain ' W,I TYPE ErOF,--Ie,MTm„I REVIEWERI MITTALI STATUS Shopping Center 2560 S. Maguire Road 0 lens W/1bVe G tat Southern Dental Wag $jO0 APPROVED on 0/125106 LS-2004- aW rading _ Stff comments sent o applax nt 0=3IOS. APPRON ED.dee Plantation Grme DISA&B &Drainage 0=41115 G let 03110106. Plantation Game, Phase 3, Lot 2 �Wqy Plan 03.011 G 1q Staff comments due Nil S. APPROVED Oil Iti _ Plantation Grass L$8capin0 PUD Plan 041131 G 1q Staff comments due 0411 APPROVED. Lakes- old Trect A Building Plana 01I20/05 G _ iq _ Shell Buikin -Maguire Ponta. DENIED 02/03/05 Palms Lakes Final Subdivision Trai _ fS-200&-001 _Plan _ 12127A5 C tq_ _ Staff sent applicant 0 commentsto322/OS. Peaks Lakes Final CelOficale Tend 203.FCC-M of CaAllrreney 01117105 G 19 Staff comments Due 02/13/O6 Public Works _ _ Bt iking MI Maguire Road Bulking Plans 01Q7/0S G New Shell BuilJlny_APPROVED 02/13/08. Reds Automotive- 729 S. Bluri Awe Small,Plans 04/O4IOS G 3rd__ Sign_ APP_ROVEDpn041100OS_. Sandstone Office I Small Scale Ste _ ,_. _ _ Warehouse SS-2005-010 Plan 0310STS G 2ND Slag comments sent to applicant 04/1OM. Tragic Impact Sawmill Lot ll vsis 01121 CA IN -Staff comments due 02111/05. _ Sawmill Lot 12 a 06IOBI05 G _ _ 3rtl _ �SIaR comment due O627/05. Shoppers of Ocoee - Relocation of Maine Street Tragic Study 08112104 _ G let Stff comments sent to applicant 09117104. ON HOLD Large Scale Shoppers of Ocoee Preliminary -LOtO LS-200AH2 Suladivelon Plan 011,08/04 G 2M Staff comments sent to applicant 09/17104 ON HOLD Largo Scab Silver Star Preliminary Commerce Center LS2004-013 �jipli Plan 02/24/OS CA 3rd Staff comments sent to applicant 03130105. Silver Star Retail Large style Site er LS2006003 Plan 06 CA ��//��ppRR��pp//��(6r ��yyIWe JpJ155//��yy n�{ Steak n Shake Plans 0/OVO6 CA 1st Raev(CdMMeE1'JSf01IIl0iIIDENIED 03121106, Content Project StquaReview 514120M 9 of 13 STATUS OF LAND DEVELOPMENT PROJECTS CURRENTLY UNDER REVIEW TYPE OF. GATE SUB. PROJECT NAME PROJECT NO. gUBMITTAL RECEIVED REVIEWER MITTAL STATUS NUll Small Scale Site Steak n Shake SS-2005-002 Plan 03/10/06 CA 4th Staff eommenis sent to anollcant 04/24106. Tnmyn Business Park IINQ Plans range 10/21/04 CA,1tl Sian. DENIED 10127104 TOmyn Business Scale Preliminary/ Park LS-2002-ON _ Final Site Plan N/WN4 _ G Srd - ,�StaB comments Sent to applicont 05/19/N.ON HOLD. Tomyn Business Perk ROW Vacsfon N/UT/N CA Slag comments due NI30IN.ON HOLD Town of Ocoee - 2 Nunn Bluford Traffic Study O5i21/OS CA Slat comments due N/JOIN. Town Square Center 11029 W Golonial Do" Building Plans 05I05/05 CA 151 Interior Alteration DENIED 05116,105 Town Square ---- Shopping Center 11057 W. Colonial Dr. Building Plans 04126/06 CA list Sign APPROVED on Ckli Town Book. Shopping Center 11177 W. Colonial Drive Building Plans 03I15/05 CA fat Sign -Dos Amlaos. DENIED 0Wlffl . Cato _.. _.. _. _. Towne Square Shopping Center 11095 W. Colonial Drive Building Plans N/04M CA 19 Mechanical Root -top Unit. AT BAT Towne Square Shopping Center 11057 W. Colenful Drys Building Plans 3/142006 CA Sod Mechanical Roof -lop Unit APPROVED 03/17106. Town Square Shopping Center MIT W. Colonial Duke Building Plans 011OW06 CA let Wall Sign Victory Baptist Church 1601 A.D. Mims Read Building Plans 12/27105 CA 1st Playground Shade Preliminary Wla Roma LS-2004-021 Subdivision Plan OB/14105 CA 2nd Staff comments sent to applicant 0W9105. Cunenl Project St uara/fievldw 5/412006 10 of 13 STATUS OF LAND DEVELOPMENT TYPE�OF' .DATE PROJECT NAME PROJECT NO. I � ��.._. ..� I �___s.S2I REVIEg Place 10969 W. Colonial Drive Bul"Plans MTNO CA 1M Dixie Signs APPROVED on 412]/06. Village Marketplace Building Plans O4111AO6 CA 19 Exterior Renovations DENIED on p/d]g8. Village Small Scale Site Marketplace SS-2005-012 Plan 0W13IN CA 2nd Staff comments sent to NAV06. Wlages of Lake Large Scale Bennet II LS-2005-010 Plan Review OW1105 CA 19 Staff comments I to applicant 07/29M Preliminary & Final Villas of Certificates of Woodamere Concugency 05104104 TJ PER RUSS, HOLD UNTIL PROJECT IS APPROVED. Villas of Woodsmere 840 Good Homes Road Building Rom 03115I08 AF 2n0 WeA A Fence APPROVED 03NBI08. The Vineyards 360 Chablis Way Buildinq Ran._ 02MMS _ CA let Gazebo ._- TheVineyards LS2004-012 06I30,04 CA tat _ Staff commands wM O&1]04. The Vineyards ._ Grading _ 09I10/09 _ G___ tat Slag comments dice OgR.4N4. — W24104. Wal-Mart Stockroom Expansion Master Signage CA 1M Staff comments due 0]/IXi/05. Wal-Mart - ___ _ _.__. -_.—. __. Stockroom Expansion LS-2005015 Final Site Plan 03110106 CA 1q Staff comments due 04101/06. Wal-Mart Bale 6 - Pallet Storage O4/01M CA list StaffcgmmeMadue O4N]IO6. APPROVEDO4r20/O8. Large Scale Wesmere Final Subdivision Staff comment sent to applicant 12MM5.Goblg to 02114/06 PSZ. Townhomes LS-2005-0008 Plan 11/17M CA 3rd APPROVED OI/OS/O6. Ms. Large Scale PropenylVlllages Rival Subdivision Staff comment send to applicant 12NBr05. Going M O2/1M08 of Wesmere LS2005-008 Plan 11/17/05 CA 3M PSZ. APPROVED 04/OS106. --- saint Disks Square 9440 W. Colonial Drive Building Plans 02)06N8 CA Spill Store, DENIED O2IOSrOB ---- _ West Oaks Mall - — - - - - -- - ---- — — M07 W. Colonial Drive Budding Plans 0n2i`06 CA IN Well Signs DENIED OW7006. Camara Protect SttualReview 5H 005 11 of 13 STATUS OF LAND DEVELOPMENT PROJECTS CURRENTLY UNDER REVIEW SUB. PROJECTNgME PROJECT NO. TYPE DATE (REVIEWER MITTAL STATUS _1,.;y y. SUBMITTAL RECEIVED NUMBER _ West Oaks MSR- 9401 W. Colonial Drive N344 Building Plans 03117/06 CA 1st Replace Mechanical- Roof Top APPROVED 03/17/06 Weal Colonial- - _- -- Parcel(Walia) AX-050825 Annexation 08109/05 CA let Staff comments sent ro applicant 092705. West End Professional Park LS-92-004 Pat 07AM5 CA 1st StaRmmments due 05/15/05.13ENIFD05/1910.5 Vdes150 _ Commercial Annexation and Subdivision AR-0SOB-24 Rezoning 10/11/05 CA 2M SteR comments politics licant 1121/05. West Oaks Mall - Balks 9l0] W Colonial Drive Building Plans_ f13101A16 CA 2nd Well Sign _ _ Weal Oaks Mall _ _ _ FOa1 W. C W. Colonial Dr.4csn Building Plans 03/1]I05 CA 1s1 Replace Mechanical -Roof top APPROVED 03/1 ]/OB. Met Oa West Oaks Squarel W. Colonial Dave Dr Building Plans 0P/1/Po5 CA 1811 Lease Sign Reylacemenl West Oaks Large Scale Square 9440 W. Final Subdivision Colonial Drive LS-2005-005 Plan DS/10105 CA list SMR comments due 06103105 West Oaks Square 91 W. Colonial Drive Building Plane_ 02/OBI05 CA let Sign -Sprint Store DENIED 02/5105 West Orange Modl0cajions 8 Restoration of Reten0on Parts DENIED on Industeal Park Building Plans OSa11105 CA list 05/03/O6. Weel _ Preliminary Site _ LS2005018 Plan 12/01/OS CA 1st Stag comments seMbepplipM 012]/08. West Orange West Orangge Professional Center/ Eye 10101 W..Colonial Dave Builtling_Plein 0428I05 CA 1st Temporary Real Fatale Sign APPROVED on OII25/05. West Oange _ _ _ -- _--_— Professional Building 310101 W Colonial Drive Building Plana 12y M5 CA 1st Shell Building West Orange eoca Small Scale Site tlicelOMce SS-2005-013 Medical Plan 11/30/OS CA let Staff comments sent to aOplicent on 0124/OB. Current Project Statusgiev aer 5142006 12 of 13 STATUS OF LAND DEVELOPMENT PROJECTS CURRENTLY UNDER REVIEW TYPE OF DATE SUB 1 PROJECT NAME PROJECT NO. REVIEWERI MITTAL STATM SUBMITTAL RECEIVED NUMBER West RV R Boat Preliminary l Storage LS-2005-013 Final Site Plan 03/07/06 CA 2nd Staff mmmenls tlue 04/03/06. W'e vym Bay-- - �ot Grading Plunge Revisions _ 11118I05 CA 2rd StaRwmmenbaenlloapplicanll2/OSI05. Wealyn Bay Final Subtlivision Phases 4 A 5 Plan 01/18106 CA 501 Staff comments sent to applicant 0322106. Preliminary Westyn Bay Subdivision Plan Townhanes LS-91-00213 A land Use Plan 1011SAM CA tat Staff comments tlue ll1i OL _ Westyn Bay - _ Pedestrian _ Taranhomes Gates CA Sta6cammaMs seM b applicant OM12/05. _ Whisper Winds _ _ _ _ _ _ _ Small Scale Site Nursery _SS-2005-0OB Plan 051 CA tat Stag mmmeMs aenl to epplicerll O710(i Whispering Pines Preliminary Subdivision IS04014 Subdivision Plan 03231OB CA 411a Staff comments sent to applicant 05A)2I06. Whispering Pines Pedestrian Subdivision LS-2003-005 Ganes Gates 05I04/05 CA 3rtl Stag comments due 05111/05 Wni La 121 Thomebrook e Preliminary Street IS-0s-01/ Subdivision Plan 05/24/01 TG iat Staflamimenb aeM to aDdlcan10T2T/01. Content Ponied StatuslReview 5I4I20W 13 of 13 14 92 _ Mon Tue Wed Thu Fri 1 7:00 p.m. 2 7:15 p.m. 3 -.tin p. m. 4 7:00 p.m. 5 Education City Commission Human Relations& Commission @Chambers ILru.. nunJaii�i n Diversity Board @Chambers lonmine,. @ Comm. Conference Rm Gl. Comm Confercncc Rm. _ Cinco de Mayo 8 9 7:00 p.m. 10 10:ooa.m. 11 7:00p.m. 12 Planning & Zoning General Employee CACOFD @ Chambers Pension Board @ Fire Station One 21 Chambers Staff Reports due to Agenda Items I:00 p.m. P/F Pension aomm. Conk.. R. City Manager due to Clerk 15 7:30 p.nt. 16 7:15 p.m. 17 7:30 p.m. 18 19 ' Parks & Recreation City Commission ( ommunity, Merit Advisory Board @Chambers Review Board @ Chambers i @ Chambers 22 ^ 23 7:00 p.m. 24 /o:000.m Code Enforcement West Orange Ahim, @ Chambers Authority @ Chambers 29 30 0:30p.m 31 Staff Reports due to Brentwood City Manager Neighborhood Mig. (ar Chambers Memorial Day Agenda Items City Hall Closed due to Clerk 25 7:00 p.m. CACOPD @ Comm. Conference Rm 5:00 p.m Pioneer I A 11 Meeting a Chambers 6 13 20 27 Sal