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HomeMy WebLinkAboutVII(A3b) First Reading of Ordinance 2004-19 Westridge PUD, Second Revised Land Use Plan Amendment and Preliminary Subdivision PlanMayor S. Scott Vandergrift City Manager Robert Frank _ ,mintier of Good]-..,.. STAFF REPORT Agenda 08-03-2004 Item VII.A.3b. Commissioners Danny Howell, District 1 Scott Anderson, District 2 Rusty Johnson, District 3 Nancy J. Parker, District 4 DATE: July 19, 2004 TO: Honorable Mayor and City Commissioners FROM: Thomas Grimms, AICP, Senior Planner THROUGH: Russ Wagner, AICP, Community Development Director SUBJECT: Westridge PUD Second Revised Land Use Plan and Preliminary Subdivision Plan Ordinance 2004-19 ISSUE: d the Mayor and City Commissioners adopt Ordinance 2004-19, approving the ;• ,,�.-� land Use Plan and Preliminary Subdivision Plan for Westridge PUD Subdivisi BACKGROUND: Location and Existing Land Use: The property is located at the southeast quadrant of the intersection aguire Road and Moore Road. The Westridge PUD property includes about 76.339 acres with 14.084 acres as wetland/conservation. The developable part of the property is currently undeveloped and is covered with rows of pine trees and scattered hardwoods. History: This PUD was annexed and approved on November 20, 1990 with a Future Land Use Map designation of "Single Family Residential' (up to 2 units per acre). In September, 1991 the City Commission adopted an updated Comprehensive Plan, with a Future Land Use Map designation for this property as "Single Family Residential' (up to 4 ,units per acre). There was a question of the need to widen 7t' Ave. since it was a private road and did not meet the minimum 60 feet right-of-way required by the County for access at that time. The City Commission adopted a Revised Land Use Plan on April 21, 1992 [attached] for the Westridge property that identified 3 areas for single family residential totaling 245 dwelling units, a recreation center on 1.7 acres, and areas for conservation and open space (18 acres). Adiacent Existing Land Uses and Zoning: The surrounding land to the north has been developed as Plantation Groves PUD with commercial, multi -family, and single family residential uses; a commercial/high density residential PUD to the west is planned on vacant land in unincorporated Orange County; to the east is a single family residential subdivision and vacant land both of which are in unincorporated Orange County; and to the south is the Windsor Landing single family subdivision, Freedom Park and Thornbrooke Elementary School, zoned R1 -AA. The Honorable Mayor and City Commissioners July 21, 2004 Page 2 of 5 Small Scale Comprehensive Plan Amendment: The request for an amendment to the current PUD requires the City Commission to approve a Small Scale Comprehensive Plan Amendment to the Future Land Use Map changing the designation of an 8.4 acre parcel located in the northwest portion of the larger Westridge PUD from "Low Density Residential" to "Commercial'. A similar Small Scale Comprehensive Plan Amendment to amend the Future Land Use Map from "Low Density Residential' to "Commercial' was denied by the City Commission on October 6, 1998. This issue is to be considered as a separate item preceding consideration of this request. This Staff Report was written as if the Small Scale Comprehensive Plan Amendment were approved. DISCUSSION: The Revised Land Use Plan shows 50.9 acres devoted to single-family residential and two parcels (4 acres and 5 acres) devoted to commercial and office uses. There is a 14.1 acre conservation (wetland) area with a 1.1 acre surrounding buffer. The net developable area is 59.72 acres. The Preliminary Subdivision Plan shows a single- family residential subdivision comprising the eastern 2/3 of the Westridge property with 152 lots. These lots average 60 feet by 105 feet and have 20 -foot front setback lines. At the southeast quadrant of the intersection of Maguire Road and Moore Road are four (4) commercial lots. South of the commercial lots is the wetland area that will be preserved for conservation and open space. The main entrance into the Westridge PUD is from Maguire Road with an access to the commercial lots and to the residential subdivision. There will also be an access point from 7th Avenue into the residential subdivision. The subdivision will be a gated community. There will be three stormwater retention ponds, with one enhancing the community park that will include a pool, community meeting room, pavilion, tot lot and open play area. There will be a 25 -foot buffer between the commercial and residential portions of the PUD with a 7 -foot high brick wall within this buffer. Sheet 2 shows the additional right-of-way that will be dedicated by the Applicant to the City as indicated in the table "Ownership, Operation & Maintenance of Tracts & Easements"; they are Tracts J, K, L, M. There will be a 6 to 7 -foot brick wall within a 10 - foot wide landscape wall easement with appropriate landscaping along the full length of the south side of Moore Road and along the west side of 7th Avenue fronting the proposed subdivision. Orange County will be providing the water and sewer service while solid waste and reuse water service will be provided by the City. The property owner will provide additional road right-of-way for: • Right and left turn lanes from Maguire Road onto "A" Boulevard; • Right turn lane from Maguire to Moore Road; • A right turn lane from Maguire Road into the commercial parcel; • Right and left turn lanes as required from Moore Road into the commercial and the office entrances; A Development Agreement incorporating all Conditions of Approval and roadway dedications is under review by the City Attorney. Additionally, this project is subject to conditions contained in a separate agreement between the City and the developer regarding 7th Avenue. An attached report from the City Attorney outlines these issues. The Honorable Mayor and City Commissioners July 21, 2004 Page 3 of 5 Waiver Requests by the Developer: The developer is requesting seven (7) waivers. Staff supports these waivers. They are: Waiver #1: To decrease the required recreation area of 5% of gross land area (2.48 acres) to 2.30 acres, because the 3.7 acre lake area is adjacent to and integral with the park and enhances the amenity. Waiver # 2: To not be completely restricted to any development within 25 feet of wetland boundaries but rather use an average of 25 feet of no development within the upland buffer, because the upland and wetland preservation and mitigation for impacts will be consistent with the St. Johns River Water Management District and the City of Ocoee permitting requirements. Waiver #3: To reduce the access driveway separation requirement of 350 feet from arterial street to less than 350 feet from arterial street (16e feet +/- and 337 feet +/- measured along north right-of-way line) from Maguire Road right-of-way line. This waiver request is necessary for traffic circulation for proposed site plan and consistent with findings of traffic study by Glatting Jackson et al. Waiver #4: To eliminate the sidewalk required along all foot sidewalk on the north side only of the preservation on the south side. Waiver #5: rights-of-way, but rather allow for only a 6 - entry boulevard, due to wetland and buffer To allow a wall to be erected higher than the 6 -foot maximum up to 7 feet between the office and residential portions of the PUD. This would allow increased privacy desired between commercial/office and single family residential. Waiver #6: To reduce the required setback line along Maguire Road (arterial road) from 50 feet to 36 feet, due to dedication of 12 feet additional right-of-way to the City for road widening. Waiver #7: To reduce the required setback line along Moore Road (collector) from 35 feet to 23 feet, due to dedication of 12 feet additional right-of-way to the City for road widening. DEVELOPMENT REVIEW COMMITTEE RECOMMENDATION: The Development Review Committee (DRC) reviewed the Westridge PUD Revised Land Use Plan and Preliminary'Subdivision Plan on June 15, 2004. There was discussion on revising the Land Use Plan and the Preliminary Subdivision Plan with the developer agreeing to make certain changes by July 1, 2004. The City Attorney talked about the pending Small Scale Comprehensive Plan Amendment and reminded the developer that Staff was intending to recommend denial of that application.. The Honorable Mayor and City Commissioners July 21, 2004 Page 4 of 5 The DRC voted unanimously to recommend approval of the Westridge PUD Revised Land Use Plan and Preliminary Subdivision Plan, subject to the Small Scale Comprehensive Plan Amendment being approved by the City Commission and subject to all of the changes discussed being made to the plans a week ahead of the Planning & Zoning Commission. These changes have now been made to the plans dated June 25, 2004. PLANNING AND ZONING COMMISSION RECOMMENDATION: The proposed Second Revised Land Use Plan and Preliminary Subdivision Plan for Westridge PUD was reviewed by the Planning and Zoning Commission on July 13, 2004. There was a discussion concerning a 25 -foot buffer and plantings screening the residential and commercial land uses and along the entry road adjoining the wetlands. The consultant said they plan to address the buffering and plantings as each commercial lot is developed. The City Attorney said that that may present a problem in that the City Commission would approve an Preliminary Subdivision Plan which would call for a buffer but doesn't require a landscape plan. At a later date, a site plan would be submitted but the Planning and Zoning Commission and the City Commission would not get to review it. The staff would have no legal basis to require landscaping in a buffer which would be off-site to the commercial development to which they would be seeking approval. A Condition of Approval was discussed which would require additional landscaping in the buffer along the southern part of the road. The plantings would involve a combination of overstory and understory but with a lot more understory trees. It was felt that the applicant should address additional buffer or landscaping requirements at the Final Subdivision Plan stage rather than to impose it at the site plan stage. It was mentioned that a wood fence would be erected along Thornbrooke Road rather than a brick wall along the park and the school. A brick wall is required along collector and arterial roadways, but Thornbrooke Road will no longer be a collector road after 7th Avenue is opened and the gate is closed at the school. The developer is not required to develop 7th Avenue. Orange County Public Works Dept. will put in a cold -paved road there. There was a discussion of sidewalks being placed on 7th avenue and installing landscaping. There was a discussion on the height of the brick wall within the subdivision from the 6 - foot high to 7 feet high. A desire was also expressed that there should be a brick wall around the whole subdivision other than the wetlands and it be part of any motion to approve the subdivision. When the discussion was finished, the Planning and Zoning Commission voted to recommend approval of the Second Revised Land Use Plan for the Westridge PUD and Preliminary Subdivision Plan including approval of all waivers except # 5, plus require the developer to continue the brick wall along the southern part of the property to the wetlands, and that the Final Subdivision Plan require additional buffering and landscaping adjoining the commercial and office sites on the south side of the entry road in order to screen the commercial office sites from the residential development to the south. The motion passed by a vote of 7 to 1. The Honorable Mayor and City Commissioners July 21, 2004 Page 5 of 5 STAFF RECOMMENDATION: Based on the recommendation of the DRC and the Planning and Zoning Commission, Staff recommends that the Mayor and City Commissioners adopt Ordinance 2004-19, approving the Second Revised Land Use Plan and Preliminary Subdivision Plan for Westridge PUD, as date stamped received by the City on June 25, 2004, including: • approval of all the waivers except Waiver # 5, requiring the developer to continue the brick wall along the southern part of the property to the wetlands. • requiring that the Final Subdivision Plan provide additional buffering and landscaping adjoining the commercial and office sites on the south side of the entry road in order to screen the commercial office sites from the residential development to the south, • requiring approval of the Small Scale Comprehensive Plan Amendment to Commercial, and • requiring approval of the Development Agreement. Attachments: Location Map Future Land Use Map Zoning Map Ordinance 2004-19 Westridge PUD Revised Land Use Plan, date stamped May 11, 1992 Westridge PUD Second Revised Land Use Plan, date stamped July 2, 2004 Westridge PUD Preliminary Subdivision Plan, date stamped July 2, 2004 City Attorney Report on 7th Avenue Development Agreement Development Agreement O:\Staff Reports\2004\SR04051 CC.doc Westridge PUD Location Map � y o � � m J Q J U F 0 Moor Road 0 V v o Parcel A �7 V 2 Parcel B fol CD r. M R ThOrnebr°°° Freedom Park LL Thornebrooke Elementary School B K m O z L L z C LLI P G C E T O Depadment 1 inch equals 656 feet 175 350 525 700 j Feet i P Printed: June 2004 r_... F-7 ...l ■■■, Parcel A Parcel B �-i _ - - �■ �: _ _tom t .i:: 1������������■ 1������������■ 1������������■ 1������������� N1....�.-------- ��� :- - - .. ORDINANCE NO. 2004-19 AN ORDINANCE OF THE CITY OF OCOEE, FLORIDA APPROVING A SUBSTANTIAL AMENDMENT TO THE LAND USE PLAN FOR THE WESTRIDGE PUD ON CERTAIN REAL PROPERTY LOCATED AT THE SOUTHEAST CORNER OF THE INTERSECTION OF MAGUIRE ROAD AND MOORE ROAD AS PETITIONED BY THE PROPERTY OWNER; AMENDING THE WESTRIDGE PUD LAND USE PLAN TO PROVIDE FOR 8.8 ACRES OF COMMERCIAL DEVELOPMENT WITHIN THE WESTRIDGE PUD; REPEALING INCONSISTENT ORDINANCES; PROVIDING FOR SEVERABILITY; PROVIDING AN EFFECTIVE DATE. WHEREAS, the owner of certain real property located within the corporate limits of the City of Ocoee, Florida, as described in the Exhibit "A" has petitioned the City Commission of the City of Ocoee, Florida (the "Ocoee City Commission") to approve an amendment (the "Amendment") to the Westridge PUD Revised Land Use Plan, as approved by the Ocoee City Commission on April 21, 1992 (the "Land Use Plan"); WHEREAS, the Amendment was scheduled for study and recommendation and was reviewed by the Development Review Committee ("DRC") on June 15, 2004; WHEREAS, the DRC recommended approval of said Amendment; WHEREAS, the Amendment was scheduled for study and recommendation by the Planning and Zoning Commission of the City of Ocoee, Florida ("PZC"); and WHEREAS, on July 13, 2004, the PZC held an advertised public hearing and recommended approval of the Amendment; and WHEREAS, the Ocoee City Commission held a de novo public hearing with public notice thereof with respect to the proposed Amendment and this Ordinance on August , 2004; ORDINANCE NO _1 WHEREAS, the Ocoee City Commission considered this Ordinance in accordance with the procedures set forth in Section 166.041(3), Florida Statutes, and determined that this Ordinance is consistent with the Ocoee Comprehensive Plan, as amended by Ordinance �� NOW, THEREFORE, 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. Amendment to the Land Use Plan. The Westridge PUD Second Revised Land Use Plan, which is attached hereto as Exhibit "B" and by this reference incorporated herein, is hereby approved. Said Second Revised Land Use Plan supercedes and replaces all previously approved Land Use Plans for the Westridge PUD. SECTION 3. Conditions of Approval. The property described in Exhibit "A" hereto shall be developed in accordance with and subject to the Conditions of Approval set forth in the Second Revised Land Use Plan. Said Conditions of Approval supercede and replace all previously approved Conditions of Approval. SECTION 4. Ocoee Comprehensive Plan. The Ocoee City Commission hereby finds that this Ordinance is consistent with the Ocoee Comprehensive Plan, as amended by Ordinance No 2004 - SECTION 5. Inconsistent Ordinances. All ordinances or parts of ordinances in conflict or inconsistent herewith are hereby repealed and rescinded. ORDINANCE NO -2- SECTION 6. Severabilitv. 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 7. Effective Date. This Ordinance shall become effective immediately upon passage and adoption. PASSED AND ADOPTED this ATTEST: Name: Title: (SEAL) FOR USE AND RELIANCE ONLY BY THE CITY OF OCOEE, FLORIDA APPROVED AS TO FORM AND LEGALITY this day of , 2004. FOLEY & LARDNER LLP City Attorney ORDINANCE NO -3- day of , 2004. APPROVED: CITY OF OCOEE, FLORIDA S. Scott Vandergrift, Mayor ADVERTISED , 2004 READ FIRST TPAE , 2004 READ SECOND TIME AND ADOPTED , 2004 UNDER AGENDA ITEM NO. K Legal Description DESCRIPTION OF OVERALL BOUNDARY: That part of the North 1/2 of the Southwest 1/4 of Section 32, Township 22 East, Range 28 East, Orange County, Florida, described as follows: Commence at the Southwest corner of Section 32, Township 22 South, Range 28 East, and run N 00'21'38" W along the West line of the Southwest 1/4 of said Section 32 for a distance of 1330.98 feet to the Southwest corner of the North 1/2 of the Southwest 1/4 of said Section 32; thence run N 89'47'54" E along the South line of said North 1/2 of the Southwest 1/4 for a distance of 60.00 feet to a point on the East right—of—way line of Maguire Road (County Road 439), said point being the POINT OF BEGINNING; thence run N 00'21'58" W along said right—of—way line for a distance of 1255.66 feet to the point of curvature of a curve concave • Southeasterly having a radius of 35.00 feet and a central angle of 90'17'33"; thence run Northeasterly along the arc of said curve for a distance of 55.16 feet to the point of tangency, thence run N 8955'55" E along the South right—of—way line of Moore Road as described in Official Records Book 4343, Page 4532, of said Public Records for a distance of 2547.37 feet to a point on the East line of said North 1/2 of the Southwest 1/4; thence run S 00'20'36" E along said line for a distance of 1284.83 feet to the Southeast corner thereof; thence run S of the Southwest 1/4 for9a distance e along the aforesaid South line of the North / of 2582.14 feet to the POINT OF BEGINNING. Containing 76.339 acres more or less and being subject to any rights—of—way, restrictions and easements of record. -4- ORDINANCE NO EXHIBIT "B" [Insert Westridge PUD 2°d Revised Land Use Plan] ORDINANCE NO 2004-19 _5_ Approved Plan vs Amended Plan Difference Summary: Category Approved Revised __ Differepcp Land Area 85 A 79.321 A - 5.679 A Gross Density 2 U/A 4 U/A + 2 U/A 1 j # Units 170 245 + 75 I ( Net Density 3.28 U/A 4.0 U/A + .72 U/A Lot Size 80'x 115' 60'x105" - 20'x -10' School Children 111 159 + 48 Recreation 4.25 A 4.0 A 0.25 A W Traffic Generation 1700 T 2450 T + 750 T t---� Daily Water Flow 51,000 gpd 73,500 gpd + 22,500 gpd r N- Daily Sewer Flow 46,750 gpd 67,375 gpd + 20,625 gpd 0 O ( �.'N o{ CA N - r - ^ S 8905623" W 1321.32' ROBERSON - ROAD -- y'- MOORE ROAD REA IGNED (:EXISTING) a, 24' Cur!»i cut location to be ad�j usted to 1' gn Plarjtation Grove entry or ¢rovide acept 1 intersections, as appropriate,) at time f Dev SEE DETAIL W\ !3� Preliminary Subdivision Plan su ittal. 1 FAM z 1( 1 4' ACRES 98 U ITS • l• l • 129 �J \: a 00 in set � � •••a••• . .............••see • • • • �.� / •e• \ / / • YIN L C INC. �. 10' FUTURE 'MAOUIRE R/W ADDITION \� I �f WESTRD)GE PUD REVISED LAND USE PLAN Approved by the City Gormlission of the City of Ocoee at a public hearing held. on April 21, tn 1992 under Agenda Item No. V E T3 14-,111111, Xff"I W.. ESTRIDGE MAY 1 11992 a REVISED LAN USE PLA CI -Ty OF OCOEE. OCOEE FLORIDA FOR: PATRICK T. CHRISTIANSEN, TRUSTEE LO(,:ATION yams wet 110001 • uaao on Ve. N.W. u•. ne. M -ss -u s(T or. at seas IMT /4066"401 t. J.R. -JS -- -• - ...• e.• :,• . . _ .a..,r )tom Proposed Centerline of Moore Road Realigned DETAIL "A' From Boundary qurvey by Herrick & Assoc.. Inc. -April 16, 1988 LEGAL DESCRIPTION THE NORTH 1/2 OF THE SW 1/4 OF SFt.TION 32, tOWNSHIP 22 SOUTH, 12ANrF_ 9R FA:.T, ORAN43F COUNTY , FLORILIA, LESS THE WE51 4000 FEET FOR ROAD: S1I3JECT 10 A UTILITY EASEMUNT OESCRISLO AS FOLLOWS: A 30.00 foot and 60.00 foot Easement described not That part of the N 1/2 of the SW 1/4 and SN five acres of the SW 1/4 of the NW 1/4, less road rights-of-way, lying and being in Section 32, Township 22 South, Range 28 East, described a• followst From the West 1/4 corner of Section 32, Township 22 South, Range 28 Beat, Orange County, Florida 1, runt thence N 00 Deg, 20' 48" N along the Wast lins; of the lbcghwaat 1/4: of said Section 32 i .diataaae of Ct67;.60,faat .to gpal�bsltnning, of ,a �Q.00looc right•wtrirgypilndi.to ,tho{)(oicthsdisia, th,4the+gouehw a 04 otetMtNort 'ot'a•id 8•atio and:' for a� Pointl;ot 8sginninti?•tMaai ,,t3b6f�iaid#North Def.,3S'.'32" g a dletanoa of .11iZ.97: tent to'ia d01na o!•• i tecwinaeion of the 30.00 •foot right-of-way and beginning of the ' 60.00 toot right-of-wsyl thanca a 55 Deg. 34' 38'• t a distance of 211.03 feet to the toot line of t Southwest 1/4 oft he Northwest 1/4 of said Section 321 thence S 00 Deg. 20' 49" E a distance of 44.55 feat to the Northeast corner of the Northwest 1/4 of the Southwest 1/4 of said Section 32 and to a point of teeal"tlon of the 60.00 foot ei;ht-of-way and beginning of the 30.00 loot; right-Ofwaylothence N 89 --Deg. 55' 03" B s distance. of 1321.25 toot -to the Northasat corner of the Sputhwoat 1/4. 91_s aid Section 321, thanes.j8 00 Dag., 20'-•49" g along ,,th• .Gaal una`i, of said 18outhwast.l/k•,'a distasas o+t'30.Qq'test 1, thane* S..69 r Deg. 55t 03".N a dia.tonoa.bf 4311{:Q6: 4*At;to a poLrit',.ot termination of the 30.00 -%foot right+ R -way, ands;bagioninysof 'qhs . 60.00 fop- right-of-way; thence •N i.:Dega 34!1.38". V'4 distanne I. of 293.69 feet to a point of terelnatLon of-ths:604W,foot,• right-of-way ind beginning of th4,30.00 toot right-ofrwayl 3, thence S 89 Deg. 55' 22" W a distant•+ of 1080.54 fest to the u West line of the Northwest 1'/4 of said Section 32; thence H 00 Deg. 20' 48" N a distance of 30.00 feet to the Pont of Beginning. Contains 88,289 square feet or 2.027 acrae,'sora or Laos. ' ALSO: All those portions of the West 45.00 feat of the Northwest Quarter of the Southwest Quarter, and of the West 45.00 fest of. the South five acres of the Southwest Quarter of the Northwest Quarter of Section 32, Township 22 South, Range 28 East, Ln tha County of Orange, State of Florida, lying between the South line of the North 30.00 feat of said South five acres of the Southwest quarter of the Northwest Quarter, and the South line of the North 50.00 feet of said Northwest Quarter of the Southwest quarter. 10' EASEMENT NT CONDITIONS OF APPROVAL OWNER/DEVELOPER: 5' PATH Patrick T. Christiansen, Trustee P.O. Box 231 Orlando, Florida 32802-0231 (407) 843-7860 WEARING SURFACE71 PLANNER: i Environmental Pianning 6 Design, Inc. i 425 West Colonial Drive - Suite 203 ' BASE Orlando, Florida 32804 STABALIZED SUBGRADE (407) 422-0008 SURVEYOR: DETAIL 'U' Herrick 6 Associates, Inc. 1012 North Pine Hills Road Orlando, Florida 32808 (407) 298-6362 4" �a \ Existing Zoning: PUD -Planned Residential Community (Ocoee) / 1 surrounding Zoning: North - PUD (Ocoee) / South - A -i (Orange County) / x East - A-1 (Orange County) J f West - PO (Orange County) / Existing Vegetation: Frozen Citrus Trees, various wild grasses, I R / W ( ' / and various wetland and transition species -� •� +� �++• in the Conservation and Open Space parcels. 100 Year Flood Plain: No portion of the site is within Zone A on l/ \ the FEMA/FIRM map. The site is entirely \ �� within Zone C. \ wetlands: Two areas that are within the -jurisdiction of the various permitting agencies have been identified on the plan. Both areas are identified as Conservation \ and/or Open Space on the plan. Development is not ` proposed within these areas of the site. cc E FAMILY V' I Soils: Basinger - 60% c a ► Immokalee - 10% Leon 10% `3Q - Ona - 5% / Rutledge - 5% 5---133 7U-N-ITSCL Pond - 10% ' W M Tree Survey - All trees on-site as defined by the Ocoee Arbor III Z fi Ordinance are within the Conservation and Open \1 Space parcels and are not proposed to be removed. -- I a Z Proposed Zoning: PUD -Planned Residential Community (Ocoee) \ X Proposed Land Use: Single Family Detached Homes and Recreation n Center. / Total Site Area: 79.321 Acres (more or less) Total Number of Units: 245 Maximum Gross Density: 4 units per acre \ Net Land Area: 61.321 Acres (more or less) e•e Net Density: 4 units per acre •a'•e /36 M Minimum Lot Size: 60' x 105' .• __ •ea (35• �- �' � Minimum Net Living Floor Area: 1200 square feet ••t �\ I Setbacks: Front - 20' Rear - i5' Side - 75' • \- • Corner - 17.5' i Building Height: two stories or 35' \'�_ •� 133- e \ \ Parking - 2 spaces per dwelling unit • \ 1 Maximum Lot Coverage: 30% of gross land area 11 32 \ ) Minimum open Space: 25% • \ I Project Recreation Area: 1.7 acre Recreation Center with a I clubhouse, tennis, pool, and tot tot plus additional recreation area as required to meet minimum PUD requirement (5%)- Total recreation area - 4 acres. Public Recreation Impact Fee shall be -� paid at time of Building Permit. Recreation areas to be owned and maintained by Homeowners Association. i \ \ School Age Population: 159 students U� Phasing: Site development shall be a single phase. tI •� \ \` Projected Traffic Generation: 2450 trips Peripheral Building Setbacks: 25'8 30' from project boundaries for one 8 two story structures, respectively i 50' from Maguire Road n/W 1 35' from Moore Road R w BIKE PATHl 1 25' from 7th Avenue 111W �• (TYPICAL 1 I Water Service: From City of Ocoee with average daily flow of • \ 73,500 GPD. Fire flow to on-site hydrants shall be 500 GPM with Sp, •1 SEE DE�AIL -B-) minimum residual pressure of 20 PSI. L• ) / 0) Sewer Disposal: To City of Ocoee with average daily flow of Q 67,375 GPD. s o •i / N Stormwater Management: On-site system with storage in wetland ` � C areas. •• Q Z Subdivision Regulation Waivers Requested: None e PUD Site Devele.pment Standards Waiver Requested: 50' lake G setback, instead of t00P standard. • Impact Fee Credits:'Pro osed for extension of oversized utilities / to site. :°• vi ` I A Homeowners Association shall be.created for ownership and ( X maintenance of common areas (recreation center, retention areas, J e/ W ' and conservation areas R open space tracts). A Declaration / consistent with this condition shall be created and recorded. The City is subject to the terms, provisions and restrictions of F.S. Chapter 163 concerning moratoriums on the issuance of l/ I building permits under certain circumstances. The City has no / lawful authority to exempt any private entity, or itself, from the application of such State legislation and nothing herein 1J shall be construed as such an exemption. AM 1 LI %If/ This Revised Land Use Plan supersedes and repeals all previously approved Land Use Plans for Westridge PUD. Section 13.4(5) of the PUD Ordinance requires execution of a 33 UNITS / �\ Development Agreement incorporating all plans and Conditions of / Approval by reference. The executed Developer Agreement shall be ti amended consistent with approval of this Revised Land Use Plan. All conveyances to the City of right-of-way or other properties ` shall be as specified by the executed Developer Agreement. 6th STREET (EXISTING) 1 0.4 1 7 1 to N N N N At such time as signalization is warranted at the intersection of Maguire Road and Roberson/Moore Road, the developer shall pay to the City, one third (i/3) of all costs associated with such signalization. This condition is established with the stipulation that if the property on the fourth corner (southwest) of the intersection is annexed into the City and has impact on the intersection, that project shall pay one fourth (1/4) of the signalization costs. In the event that one third payment of signalization costs has been made prior to annexation of the other property, the Westridge developer shall be reimbursed the difference between one third and one fourth of the signalization costs. N The Developer will dedicate sufficient right-of-way for a sixty 100 0 550 100 200 foot wide 7th Avenue when combined with existing right-of-way, whether by dedication, deed or maintenance, along the entire eastern boundary of the PUD. All dedications shall be required at the time of platting. Construction shall be prohibited within the proposed 7th Avenue and the existing dirt road. Scale in Feet 1" = 100' General Note: The Revised Land Use Plan has been revised December 4 1991 consistent with the action taken by the Ocoee City Commission on April 21, 1992 in_approving Ordinance No. 92-07. REVISED: January 17, 1992 ,= SUe>Ja_C T �ZOr-'El-QTY 3Eit`iC-�=�2THE2 SC[2t�3E� �S ��L_L_pw5: ��•�1�=� o; '!-tE wcsr I/d coczl..�E2 of Si T1ol.J 32.7CW),J-Z*4tP 7-1 �iar.IGc= �.ST o2a.+�C ccu►aTY, =,4_o2tL>, :zUaJ =-02 Go.Cc =EET Tc TN` �tIJT of d�Gt►•>+.�(+a�� i}-4E1�lCC- CLVtJ S.O`2t 25E. n.2.4 e w, 7i-1 {.._11jm oF- 714E S.W.`ia of S&JO S Tio>J 32 rocZ :�CTTSt�-tp�'-'/OF-�=Z.7C S.W.V4- Cr, - e.4 :t. r,-sA.'o Sc=C.Tto� '32 : � 4E 1, izU*J 1.).3g°G.$' 4.1"E: Forte 2, �.o2,i'3 r--_ To THC S. '/2 bi` THE SV,[,'/A- bs= :*400 SeCTiQiJ 32• 1c1aCC Z i,J C> 20 0 > titi. =cat 1'5rZA t FEET Tc TSE i -3- a_. GoM - _ ) ��'�"�. Goa- =EE,T -C '�•LE t�oi.aT cam- 3�G��rJ/.attJG. CO�JTA�N�hX7 ia.''�2� u.cCES Mo2�. Or" �•+F.SS , ENVIIaONMENTAL PLANNING & DESIGN P.O. BOX 23 WINTER PARK, FLORIDA 32790-0023 (407) 898-8803 9 0 z 3i 12' R/W to be— m conveyed to the City of Ocoee 0 n 0 r F - Q Z >_ M z 0 UJ ru 0 COMMERCIAL <1 z ry 0 Z W UJ z Q Full Access :2 Entrance to Maguire o Rd. will be three 12' lanes, one lane in 0 and two lanes out z CK 0 12' R/W to; be--, conveyed to the City of Oi✓oee w' M 0 �_ z CD z z z LLI (n Z 0 0 0. Z 0 Ld C < C3 Z • 0 Z ILL. Z < r 0 _J V) V) CL 0 z 3i 12' R/W to be— m conveyed to the City of Ocoee 0 n 0 r F - Q Z >_ M z 0 UJ ru 0 COMMERCIAL <1 z ry 0 Z W UJ z Q Full Access :2 Entrance to Maguire o Rd. will be three 12' lanes, one lane in 0 and two lanes out z CK 0 12' R/W to; be--, conveyed to the City of Oi✓oee w' M 0 �_ z CD z z 0. 0 C < • 0 Z ILL. Z < r LLJ _J •W CL 0 0 0 C LLJ n 0 0 < ry CL n de. z 0 0 r CD (I CL 0 0 LLJ U x Ld LLI LLJ LLJ U) LLJ ry C3 z V� LLJ 0 0 U) (10 (10 Q M _J 0 M PD RESIDENTIAL 283 ■280':: 210' 150 60' R.O.W. 26 MOORE RD. P D P D —FAMILY COMMERCIAL MULTI /7 7FM 7 N89*55'55"E 2547.37' •. ................. . .......... . 7 -1 r-1,34 h In t #0 Right In 11.30 6' MIN 7' MAXA "'RA.434. 0 X PRICK LL/ Right ht out Full Access x. A�90`1 7'33 Right out (ON RESIDENTIAL /LOTS) Ohhhnly L :55.1 16' Only 50 MIN FROM ,W LINE INA 10' ur,. BRICK WALL ADJACENT TO WAIL.' M LANDSCAESMT MAI�f�INED Bl WHOA RE\QEN-nAL F*OPERTY LINE 25* *ALL / LANDSCAPE BUFF q. 6Commercial// MAINTAIINED BY. P.O.A. "C mmercial Office . ..... ,z'� 4.0 acres ±5.0 acres.. -- Fa,, i I y Single . .. . ......... . ....... Full Access Full Access 0py Space rn .ater Stor Right..In S� 201 a& -es 6' pathway yt. •Right In -,(unfenced),\-,,, one side • on Oril CiD Park all�ld —4— k b6 I Recreation ...Au I±2 3 acres r -ao'� 4 . . ......... . . .. . .... .. .......... ..S cu ri ty % \11-1 Gatos .000, xz ...... Ilk* AN/J I n ................. A • 13V er to be 25 et average it A I'mi""11i , i AIII and meet SJRWM requirements cle 41 09 Open spa%. .. . . . ...... A. Stormwater Vl" ±5.7 acr s/ % fence 4� Uh: (un d 00's X W), D % ■ \% pen Space = - �v' -- :� ...... . ..... %A e4 n ri \V�,:. mm........," ............ V 14'111�0- and % ± 0.4 acres :' £ " xa;h �...n. V SJRWMDW41,and■50 R6ad 9 P. Jurisdictional Line & Utilities Tr6ct Conservation) .=26 4 -D t � X14.1 ac- �.. re Wetland .k. 0, pen t S pace\ { : \, and ±1.1 acre, Buffe,�/ f J/ StormwaW to be owned and maintained b 2 -acres y .4 42it VNestridge perty\�Owners�/Assocfati it L---------------------- ---------- -------- ------------------ ------------------- S89'47'54"W 2582.14' _ . .... . ................. M-RIGH_T-_0_F-WA_Y_MMWGE-e�. DEED BOOK CITY OF 0 OEE PARK R-1 AA ±10.1 ACRES • VICINITY MAP LEGAL -DESCRIPTION. Thatpart of the North 1/2 of the Southwest 1/4 of Section 32, Township 22 East, Range 28 East, Orange County, Florida, described as follows: W.B. McGEE HWY. 50 Commence at the Southwest corner of Section 32, Township 22 South, Range 28 East, and run N 00*21'38" W along the West line of the Southwest 1/4 of said FLORIDA'S TURNPIKE Section 32 for a distance of 1330.98 feet to the Southwest corner of the North 1/2 1 of the Southwest 1/4 of said Section 32; thence run N 89*47'54" E along the South TOMYN RD. line of said North 1/2 of the Southwest 1/4 for a distance of 60.00 feet to a point on the East right—of—way line of Maguire Road (County Road 439), said point being 6 the POINT OF BEGINNING; thence run N 00*21'58" W along said right—of—way W UJ line for a distance of 1255.66 feet to the point of curvature of a curve concave re Southeasterly having a radius of 35.00 feet and a central angle of 90'17'33"; thence run Northeasterly along the arc of said curve for a distance of 55.16 feet to the z point of tangency, thence run N 89'5555" E along the South right—of—way line of Moore Road as described in Official Records Book 4343, Page 4532, of said ROBERSON RD. MOORS RD. Public Records for a distance of 2547.37 feet to a point on the East line of said North 1/2 of the Southwest 1/4; thence run S 00'20'36" E along said line for a < 04 -, thence run S 89'47'54" W SITE distance 1: 1284.83 feet to the Southeast corner thereof along the aforesaid South line of the North 1/2 of the Southwest 1/4 for a distance 6TH ST. of 2582.14 feet to the POINT OF BEGINNING. Containing 76.339 acres more or less and being subject to any rights—of—way, restrictions and easements of record. 00 't C3 zz0z PD ov�z M ZZ 10 = RESIDENTIAL 0 C-) P LJy � Q0w0 m Q < V) LLJ 0 0 Z v)' 0 0 ORANGE COUNTY R-1—AAA 01 RIGHT—OF—WAY ah. ..... N TO BE CONVEYED TO z 0 THE CITY. (n W U) LIJ <1 Cn (n 0 6" MIN -- 7' MAX BRICK WALL (ON RESIDENTIAL 51 MIN FROM R/W LIE IN A 10',...WALL 0- 1 ""^(.CAPE ILMAILI WHOAr-%Jm U P% .................... .. . . . . .......... Full Access w/ Security :Gates RIGHTIIOF—WAY TO BF CONVEYED TO THE AD F NCE IN 5 FT u.� aq.,res FENCE/LANDSCAPE BUFFER"rf " AT RE/ -,R '-OF­T�C_��tuEN_Trk LOTS (ADJACENT TO SOUTH PROPERTY LINE) 6TH ST. ---L------------------ ---------------------------------- ---------------- DEED E300K 411, PACE 406 =Ex Ing f ry to o0•'- Site ±15.0 A ES I ZANGE COUNTY R -L1 —AAA OIL LEGEND O (=D BASINGER FINE SAND C _20-D IMMOKALEE FINE SAND C —2 6ONA FINE SAND (M:) ST. JOHNS FINE SAND C-4-2-- SANIBEL MUCK 44 SMYRNA FINE SAND JUN 2 5 2oo4 C-4-6) TAVARES FINE SAND NOTE: WHOA IS THE PROPOSED WESTRIDGE HOME OWNERS ASSOCIATION Z z z z (n > Ld 0 0 0 0 CL M M a- d- -.4- -4- 0 C-4 -00, 0 z 00 Co UJ UJ zoo Z W V) > W 0 V) 00 r- W 0 n �2 < z 0 V) U) V) < 0 _J LL. x �z w Ld N C/) Z < 0 Q_ W --, 0 < z < 00 W Ld _J F- L0 Z0 - z ;E I 3� W 0 Z W C/) Ld y ­) D 0 W W 0 co >< of LIJ LLJ af z 0 0 C) W C, C) W (14 0) Ld 0 ai < z 0. W < • 0 Z ILL. Z < LLJ _J •W CL 0 0 0 UJ 0 C) z 0 0 W (I an Q fn O O Z D LLI V CL. a, LLI Q iT­� CL W W U~1F- �¢ wzz J t Lj I - 1- J C.) LU F- O W w ry=tY LL (n 0 X " N O N H WESTRIDGE PUD SECOND REVISED LAND USE PLAN Z W DEVELOPMENT TEAM Z OWNER/DEVELOPER: OU DEVWORTH PROPERTIES, INC. GLENMUIR PROPERTIES, LTD. Z P.O. BOX NO. 1260 LIJ WINDERMERE, FL 34786 (407) 620-3141 OR (407) 489-4505 CONTACT PERSON: STAN NUTT Cj PLANNER/LANDSCAPE ARCHITECT Z GLATTING JACKSON KERCHER ANGLIN LOPEZ RINEHART (n 33 E. PINE STREET ORLANDO, FL 32801 Q (407) 843-6552 O ENGINEER/SURVEYOR: cn DONALD W. MCINTOSH ASSOCIATES, INC. Q 2200 PARK AVENUE NORTH = WINTER PARK, FL 32789 O(407) 644-4068 Z GEOTECHNICAL CONSULTANT: U UNIVERSAL ENGINEERING SCIENCES, INC. 2 3532 MAGGIE BLVD. ORLANDO, FL 32811 0 (407) 423-0504 Q CONTACT PERSON: BRUCE WOLOSHIN, PE O ENVIRONMENTAL CONSULTANT: BREEDLOVE, DENNIS & ASSOCIATES, INC. ~ 330 W. CANTON AVENUE O WINTER PARK, FL 32789 (407) 677-1882 CONTACT PERSON: W. MICHAEL DENNIS, PHD F-- SITE DATA Q AREA: a TOTAL SITE AREA:76.339 ACRES QWETLAND PRESERVATION 14.084 ACRES UPLAND BUFFER PRESERVATION 1.121 ACRES ROW DEDICATION 7TH AVENUE 1.112 ACRES 0 ROW DEDICATION MOORE & 7TH CORNER 0.029 ACRES W GROSS LAND AREA 59.720 ACRES 0 NET LAND AREA 59.720 ACRES 0 EXISTING ZONING: Q PUD w SURROUNDING ZONING: M NORTH PUD MF/C-2/RES OCOEE Z SOUTH R1 -AA OCOEE; ORANGE COUNTY SCHOOL BOARD ELEMENTARY SCHOOL AND 0 OCOEE PARK WO EAST ORANGE COUNTY R1 -AAA & A-1; 2 UNITS PER ACRE Z WEST PD ORANGE COUNTY COMMERCIAL O EXISTING VEGETATION: Lv CLEARED ORANGE GROVE; PLANTED TREE FARM, SCATTERED HARDWOOD TREES, AND QVARIOUS WETLAND AND TRANSITION SPECIES IN CONSERVATION/OPEN SPACE PARCEL 100 -YEAR FLOODPLAIN: THE SITE IS ENTIRELY WITHIN ZONE X AS SHOWN ON THE FEMA/FiRM MAP, PANEL #12095CO220E, DATED DECEMBER 6, 2000. W WETLANDS: U- THERE IS A 14.08 ACRE WETLAND TO BE PRESERVED BASED ON FIELD INSPECTION BY THE >- ST. JOHNS RIVER WATER MANAGEMENT DISTRICT. A MINOR IMPACT FOR STORMWATER Z a DISCHARGE OUTFALL STRUCTURE MAY OCCUR OA E*•1144 3 BASINGER 18% W 201MMOKALEE 10% 0 0 46 TAVARES 50% 0 26 ONA 5% ry 42 SANIBEL 5% 44 SMYRNA 12% d LLJ TREE SURVEY CD Q ALL TREES ONSITE WITHIN THE CONSERVATION PARCEL, AS DEFINED BY THE OCOEE ARBOR _ ORDINANCE, ARE TO BE PRESERVED. ADD111ONAL TREES 8" OR LARGER ARE SURVEYED U AND SHOWN IN THE PSP. UCONDITIONS OF APPROVAL 1. PROPOSED LAND USES: 0 O 0_ SINGLE FAMILY RESIDENTIAL CL I LIJ GROSS LAND AREA: 50.9 AC (INCLUDES STORMWATER/OPEN SPACE AND RECREATION TRACTS) W m NET LAND AREA: 50.9 AC TOTAL LOTS: 152 O NET DENSITY: 3.0 UNITS/ACRE Z MINIMUM LOT SIZE: 60 FEET X 105 FEET MINIMUM NET LIVING FLOOR AREA: 1200 SQUARE FEET MAXIMUM BULDING HEIGHT: TWO STORIES/35 FEET U PARKING: MINIMUM 2 SPACES PER RESIDENTIAL UNIT = OPEN SPACE: MIN.25% OF GROSS LAND AREA; 12.7 AC 3: MAXIMUM LOT COVERAGE: 40% OF LOT AREA FOR BUILDING AND 50% OF LOT AREA FOR 0 IMPERVIOUS COVERAGE. Z Q MIN. RESIDENTIAL LOT INTERNAL BULDING SETBACKS: FRONT 20 FT REAR 20 FT In SIDE 7.5 FT CORNER (STREET SIDE) 20 FT O SIDE/REAR (ACCESSORY BLDG) 7.5 FT I -- N MIN. RESIDENTIAL LOT PERIPHERAL BUILDING SETBACKS: F- MOORE ROAD RIGHT-OF-WAY: 35 FT. 0 7TH AVENUE FUTURE RIGHT-OF-WAY: 25 FT. FROM SOUTH SITE BOUNDARY: 25 FT. RESIDENTIAL RECREATION AREA: A 2.3 ACRE RECREATION AREA WILL BE PROVIDED TO BE W OWNED AND MAINTAINED BY HOMEOWNERS ASSOCIATION. THREE AMENITIES (POOL, TOT 0 LOT, OPEN PLAY AREA AND 755 SQ. FT. COMMUNITY MEETING ROOM), WILL BE PROVIDED. CL COMMERCIAL 0 Z GROSS LAND AREA: +/- 8.8 ACRES Q NET LAND AREA: +/- 8.8 ACRES MAX. BUILDING HEIGHT. 35 FEET, 2 STORIES PARKING: PER OCOEE CODE FOR SPECIFIC COMMERCIAL USES ry OPEN SPACE: MIN. 20% OF GROSS LAND AREA FOR SITE SERVED BY MASTER STORM SYSTEM OU MIN. COMMERCIAL LOT INTERNAL BUILDING SETBACKS: LL_I FRONT: SEE PERIPHERAL SETBACKS BELOW > SIDE: 10 FT INCLUDING INTERNAL DRIVEWAYS REAR: 20 FT. INCLUDING INTERNAL DRIVEWAYS J U 25 FT ACCESS EASEMENT AT LOTS 153-156: 10 FT. W MIN COMMERCIAL LOT PERIPHERAL BUILDING SETBACKS: = MAGUIRE ROAD RIGHT-OF-WAY: 38 FT. WITH 25 FT LANDSCAPE BUFFER (SUBJECT TO 99-23 I- EXHIBIT 1. S 6-14;C.2.b(IV) N FROM MOORE ROAD RIGHT-OF-WAY: 23 FT. WITH 25 FT LANDSCAPE BUFFER (SUBJECT TO 99- LIJ > 23 EXHIBIT 1. S 6-14; C.b(IV) W ADJACENT TO RESIDENTIAL: 50 FT. WITH 10 FT LANDSCAPE BUFFER W 0 FROM "A' BLVD: 25 FT WITH 15 FT LANDSCAPE BUFFER W Of THE COMMERCIAL PARCEL SHALL CONFORM TO ORDINANCE NO 99-23 DEVELOPMENT ZSTANDARDS OF THE CITY OF OCOEE. ALL BUILDINGS IN THE COMMERCIAL PARCEL SHALL HAVE TILE ROOFS. HZ SCHOOL AGE POPULATION: Q 152 LOTS X 0.404 = 62 (PER ORANGE COUNTY SCHOOL BOARD RATIO) 0 3. TRAFFIC GENERATION: (n SINGLE FAMILY = 1455 TRIPS COMMERCIAL = 4,500 TRIPS 4. UTILITY PROVIDERS: 0 z WATER: ORANGE COUNTY UTILITIES SANITARY SEWER: ORANGE COUNTY UTILITIES REUSE WATER: CITY OF OCOEE SOLID WASTE' CITY OF OCOEE ELECTRICITY. PROGRESS ENERGY (ST. LIGHTING TO CONFORM TO CITY LDC & ORD. 95-17) J TELEPHONE: SPRINT Q Z O 0 5. STORMWATER MANAGEMENT: SIDEWALKS ALONG MAGUIRE ROAD AND ALONG MOORE RD SHALL BE COMPLETED PRIOR TO ONSITE SYSTEM PER OCOEE AND ST. JOHNS RIVER WATER MANAGEMENT DISTRICT ISSUING THE CERTIFICATE OF COMPLETION FOR THE ADJACENT PHASE OF DEVELOPMENT. REQUIREMENTS WITH DISCHARGE TO POSITIVE OUTFALL THROUGH THE WETLAND. OVERALL SIDEWALKS ALONG THE NORTH SIDE OF "A" BLVD AND THE EAST SIDE OF MAGUIRE RD FROM STORMWATER POND REQUIREMENTS ARE ESTIMATED TO BE 8.0+/- ACRES. "A" BLVD SOUTH SHALL BE INSTALLED WITH THE FIRST PHASE OF RESIDENTIAL e' DEVELOPMENT. 6. PRIVATE RESIDENTIAL STREETS / GATED COMMUNITY: 24, EXCEPT AS SPECIFICALLY NOTED ON THIS LAND USE PLAN, DEVELOPMENT OF THIS WESTRIDGE SHALL BE A PRIVATE GATED COMMUNITY WITH A MANDATORY HOMEOWNERS PROPERTY SHALL BE CONSISTENT WITH THE REQUIREMENTS OF THE CITY OF OCOEE CODE. ASSOCIATION OWNING AND MAINTAINING THE STREETS AND DRAINAGE FACILITIES TO BE O U- a BUILT TO CITY STANDARDS. ENTRYWAY GATES SHALL BE EQUIPPED WITH AN OPTICON 25. THERE SHALL BE NO ACCESS FROM THE PROJECT TO ANY PUBLIC ROADS EXCEPT AT ACTIVATED OVERRIDE DEVICE TO ALLOW EMERGENCY ACCESS TO THE SUBDIVISION BY THE APPROVED LOCATIONS SHOWN ON THE PLAN. FIRE/RESCUE, POLICE AND OTHER EMERGENCY RESPONSE PERSONNEL A PERPETUAL 26. ANY DAMAGE CAUSED TO ANY PUBLIC ROAD AS A RESULT OF THE CONSTRUCTION NON-EXCLUSIVE ACCESS EASEMENT FOR THE BENEFIT OF THE CITY OF OCOEE AND ACTIVITIES RELATED TO THE PROJECT, SHALL BE PROMPTLY REPAIRED BY THE DEVELOPER OTHER APPLICABLE AUTHORITIES FOR FIRE, POLICE, AND OTHER EMERGENCY SERVICES TO THE APPLICABLE GOVERNMENT STANDARDS AT THE DEVELOPER'S SOLE COST AND AND A UTILITY EASEMENT FOR THE BENEFIT OF UTILITY PROVIDERS SHALL BE GRANTED EXPENSE. OVER THE ACCESS ROAD TRACT. 27. AN OVERALL SUBDIVISION PLAN SHALL BE AVAILABLE FOR REVIEW BY PROSPECTIVE 12' BUYERS IN ALL RESIDENTIAL SALES OFFICES. THE SINGLE FAMILY PORTION OF THE PROJECT IS PROPOSED TO BE GATED AND SHALL PROFILE COMPLY WITH THE ORANGE COUNTY CODE FOR GATED COMMUNITIES. ALL REFERENCES 28. ALL EXISTING STRUCTURES (INCLUDING BUILDINGS, POWER LINES, EXISTING AERIAL AND IN SAID COUNTY CODE CHAPTER TO THE "COUNTY" SHALL BE DEEMED TO REFER TO UTILITY FACILITIES) WILL BE REMOVED AND/OR TERMINATED PRIOR TO OR DURING THE "CITY" FOR PURPOSES OF THIS REQUIREMENT. CONSTRUCTION OF THE DEVELOPMENT REPLACING THOSE USES. 8% MAX 29. ALL ROADS WILL BE PRIVATE. 7. HOMEOWNERS/PROPERTY OWNERS ASSOCIATIONS: ASSOCIATIONS SHALL BE CREATED FOR OWNERSHIP AND MAINTENANCE OF ALL COMMON 30. THE DEVELOPMENT OF THIS PROJECT WILL INCORPORATE THE STORMWATER NEEDS OF AREAS, CONSERVATION AREAS, OPEN SPACE AREAS, RECREATION AREAS, STORMWATER ALL PUBLIC AND PRIVATE ROADS WITHIN THE PROJECT. PONDS AND PRIVATE STREETS AND DRAINAGE. ALL RELEVANT HOMEOWNERS/PROPERTY 31. EACH PHASE OF DEVELOPMENT SHALL STAND ON ITS OWN WITH RESPECT TO PUBLIC OWNERS ASSOCIATION DOCUMENTS AND DECLARATIONS OF COVENANTS AND SERVICES (SEWER, WATER, STORMWATER MANAGEMENT, ACCESS AND OTHER RELATED RESTRICTIONS SHALL BE PROVIDED TO THE CITY FOR APPROVAL PRIOR TO RECORDING SERVICES). EACH PLAT. ALL FF ELEVATIONS TO BE 1 FOOT ABOVE 100YR FLOOD LINE. 32. TO THE EXTENT ANY LIFT STATIONS ARE REQUIRED ON THE PROPERTY THEY WILL BE City requirement for 12' additional right-of-way. CONVEYED AT THE TIME OF PLATTING. ALL SUCH LIFT STATIONS SHALL BE FENCED WITH 8. PHASING BLACK, VINYL CHAIN-LINK FENCE, WITH POSTS AND RAILS PAINTED BLACK, AND SHALL BE SET THE RESIDENTIAL PORTION OF THE PROJECT WILL BE DEVELOPED IN TWO PHASES. THE BACK NO LESS THAN 25' FROM ANY STREET. SUCH UFT STATIONS SHALL ALSO BE COMMERCIAL PORTION WILL BE DEVELOPED IN MULTIPLE PHASES CONSISTENT WITH ITS SCREENED WITH HEDGE -TYPE SHRUBBERY, SUCH AS VIBURNUM OR LIGUSTRUM. LOTTING PLAN. ALL COMMERCIAL LOTS WILL BE A MINIMUM OF 1 AC. IN SIZE, INCLUDING 33. STREET LIGHTS WILL BE INSTALLED BY THE DEVELOPER, AT THE DEVELOPER'S SOLE THE 12FT ADDITIONAL RIGHT-OF-WAY ALONG MAGUIRE ROAD AND MOORE ROAD. COST AND EXPENSE, PRIOR TO A CERTIFICATE OF COMPLETION BEING ISSUED, AND THE COST OF OPERATIONS WILL BE ASSUMED BY THE DEVELOPER IN ACCORDANCE WITH 9. 71H AVE RIGHT OF WAY CONVEYANCE ORDINANCE NO. 95-17. AT THE TIME APPROVAL OF THIS PLAN, THE OWNER SHALL CONVEY TO THE CITY TRACT "J" AND TRACT "K" (COLLECTIVELY, THE "7TH AVE ROW"). THE CONVEYANCE OF TRACT "K" 34. THE LEGALLY ASSIGNED NAME FOR THE SINGLE-FAMILY PORTION OF THE SUBDIVISION IS AND ALL DOCUMENTS RELATED THERETO SHALL BE BASED ON THE LEGAL DESCRIPTION PROVIDED "WESTRIDGE". PURSUANT TO ORDINANCE NO. 2001-18 ALL SUBDIVISION SIGNAGE MUST BE BY THE CITY. THE 7TH AVE ROW SHALL BE CONVEYED BY THE OWNER BY SPECIAL WARRANTY CONSISTENT WITH THE LEGALLY ASSIGNED NAME OF THE SUBDIVISION. ANY SUBSEQUENT DEED FREE AND CLEAR OF ALL LIENS AND ENCUMBRANCES EXCEPT FOR THOSE MATTERS CHANGE TO THE NAME OF THE SUBDIVISION MUST BE APPROVED BY THE CITY COMMISSION. ACCEPTABLE TO THE CITY. THE FORM OF THE SPECIAL WARRANTY DEED SHALL BE SUBJECT 35. THIS SECOND REVISED LAND USE PLAN REPLACES AND SUPERSEDES ALL PRIOR LAND TO THE APPROVAL OF THE CITY.THE OWNER SHALL, CONTEMPORANEOUSLY WITH THE CONVEYANCE USE PLANS RELATING TO THE PROPERTY. OF THE 7TH AVE ROW PROVIDE A CURRENT TiTLE COMMITMENT, TO BE FOLLOWED BY A POLICY OF TITLE INSURANCE IN THE AMOUNT OF 810,000.00. EVIDENCING THAT FEE SIMPLE TiTLE TO 36. EITHER A HOMEOWNERS ASSOCIATION OR A PROPERTY OWNERS ASSOCIATION SHALL THE 7TH AVE ROW IS FREE AND CLEAR OF ALL LIENS AND ENCUMBERANCES EXCEPT FOR MAINTAIN THE LANDSCAPING AND IMPROVEMENTS WITHIN THE WALL AND LANDSCAPE THOSE MATTERS ACCEPTABLE TO THE CITY. THE COSTS AND EXPENSES RELATED TO THE EASEMENTS WITHIN THE PROPERTY, EXCEPT THAT ALL LANDSCAPING ON THE INTERIOR OF CONVEYANCE OF THE 7TH AVE ROW, INCLUDING THE COST OF TiTLE WORK, SHALL BE BORNE ALL WALLS SHALL BE MAINTAINED BY THE INDIVIDUAL LOT OWNERS. SOLELY BY THE OWNER. REAL PROPERTY TAXES ON THE 7TH ROW SHALL BE PRORATED AS OF THE DAY BEFORE THE ACCEPTANCE OF THE CONVEYANCE OF THE SAME, AND THE PRORATED AMOUNT 37. ALL COMMERCIAL PARCELS SHALL BE DEVELOPED WITH THE STANDARDS SPECIFIED IN OF SUCH REAL PROPERTY TAXES ATTRIBUTABLE TO THE OWNER SHALL BE PAID AND ESCROWED ORDINANCE #99-23, AS AMENDED, EXCEPT AS OTHERWISE SPECIFIED IN THE PLANS AND BY THE OWNER IN ACCORDANCE WITH THE PROVISIONS OF SECTION 196.295, FLORIDA STATUTES: CONDITIONS OF APPROVAL FOR THIS PUD. PROVIDED, HOWEVER, THAT IF THE CONVEYANCE OCCURS BETWEEN NOVEMBER i AND DECEMBER 31, 38. PERMITTED USES WITHIN THE COMMERCIAL PORTION OF THIS PUD SHALL BE THOSE THEN THE OWNER SHALL BE RESPONSIBLE FOR THE REAL PROPERTY TAXES FOR THE ENTIRE YEAR. LISTED IN THE LAND DEVELOPMENT CODE AS PERMITTED USES IN AREAS WITHIN A C-2 NEITHER THE OWNERS, ITS SUCCESSORS AND ASSIGNS, NOR ANY OTHER PERSON OR EN11TY SHALL ZONING DISTRICT. HOWEVER, EVEN THOUGH THE FOLLOWING USES WOULD NORMALLY BE BE ENTITLED TO ANY ROAD IMPACT FEE CREDITS OR OTHER COMPENSATION OF ANY KIND FOR, PERMITTED IN A C-2 ZONING DISTRICT, THESE USES SHALL NOT BE PERMITTED WITHIN THIS ON ACCOUNT OF, OR WITH RESPECT TO THE CONVEYANCE OF THE 7TH AVE ROW. THE ALIGNMENT PUD: AUTOMOBILE SALES (NEW OR USED), AUTOMOBILE REPAIR OR SERVICE STATIONS, FOR 7TH AVENUE WILL BE ADJUSTED ON THE FINAL SUBDIVISION PLAN CONSISTENT WITH THE NEW AUTOMOBILE REPAIR, HOTEL OR MOTEL, MOVIE THEATERS, CONVENIENCE STORES WITH AND REVISED CITY LEGAL DESCRIPTION FOR TRACT "K'. GAS SALES, LIQUOR STORES, MINIATURE GOLF/DRIVING RANGE, PAWN SHOPS, 10. CONCERNING MORATORIUMS DRIVE-IN RESTAURANTS WITH PICK-UP WINDOWS AND CHECK CASHING ESTABLISHMENTS THE CITY IS SUBJECT TO THE TERMS, PROVISIONS AND RESTRICTIONS OF F.S. SECTION 163 AS A CONDITION OF THIS PUD, ANY USES THAT WOULD BE PERMITTED AS A SPECIAL EXCEPTION IN A C-2 DISTRICT WILL REQUIRE SPECIAL EXCEPTION APPROVAL. CONCERNING MORATORIUMS ON ISSUANCE OF BUILDING PERMITS UNDER CERTAIN CIRCUMSTANCES. THE CITY HAS NO LAWFUL AUTHORITY TO EXEMPT ANY PRIVATE ENTITY 39. PERMITTED USES WITHIN THE SINGLE FAMILY RESIDENTIAL PORTION OF THIS PUD SHALL OR ITSELF FROM THE APPLICATION OF SUCH STATE LEGISLATION AND NOTHING HEREIN BE THOSE LISTED IN THE LAND DEVELOPMENT CODE AS PERMITTED USES IN AREAS WITHIN SHALL BE CONSTRUED AS SUCH EXEMPTION. THE SINGLE FAMILY ZONING DISTRICTS. AS A CONDITION OF THIS PUD, ANY USES THAT WOULD BE PERMITTED AS A SPECIAL EXCEPTION IN SINGLE FAMILY DISTRICTS WILL REQUIRE 11. FLAG LOTS SPECIAL EXCEPTION APPROVAL. NO MORE THAN TWO FLAG LOTS TO BE LOCATED ADJACENT TO EACH OTHER. THE MINIMUM LOT WIDTH OF FLAG LOTS AT THE RIGHT-OF-WAY SHALL BE 20 FEET WITH THE NARROW 40. THE LARGE CONSERVATION AREA IN THE SOUTHWEST CORNER OF THE SITE (ALL OF THE EXTENSION NOT TO EXCEED 100 FEET IN LENGTH. WETLANDS AS WELL AS THE 25 -FOOT AVERAGE UPLAND BUFFER AREA ADJOINING THE W WETLANDS) SHALL BE OWNED AND MAINTAINED BY THE HOMEOWNERS ASSOCIATION. A 12. DEVELOPER AGREEMENT CONSERVATION/DRAINAGE EASEMENT OVER THE ENTIRE AREA SHALL BE DEDICATED TO THE A SECOND AMENDMENT TO SECOND DEVELOPER AGREEMENT WHICH INCORPORATES THE CITY OF OCOEE. THE EASEMENT DOCUMENT WILL BE PREPARED BY THE CITY AND SHALL BE CONDITIONS OF APPROVAL ON THIS LAND USE PLAN SHALL BE ENTERED INTO BETWEEN THE EXECUTED BY THE OWNER AND RECORDED AT THE TIME OF PLATTING. CITY AND THE DEVELOPERS IN CONNECTION WITH APPROVAL OF THIS LAND USE PLAN. 41. THE 6' BRICK WALL ALONG MOORE ROAD AND 7TH STREET WILL. BE CONSTRUCTED AT Z LEAST 5 FEET BACK FROM THE RIGHT-OF-WAY LINE WITHIN THE 10' WALL AND LANDSCAPE EXISTING DEVELCPER AGREEMENTS ARE: EASEMENT. SHADE TREES SHALL BE PLANTED ON THE OUTSIDE OF THE WALLS EVERY 50' FIRST AMENDMENT TO SECOND DEVELOPER AGREEMENT DATED APRIL 2, 2002 -RECORDED AT ALONG THEIR ENTIRE LENGTH AND SHRUBS SHALL BE PLANTED ON THE OUTSIDE OF THE ORB 6503, PAGE 464. WALLS ALONG THEIR ENTIRE LENGTH. SECOND DEVELOPER AGREEMENT RECORDED AT ORB 4619, PAGE 2136, SEPTEMBER 7, 1993 42. ALL ON-SITE UTILITIES INCLUDING ELECTRICAL, CABLE TV AND TELEPHONE SHALL BE FIRST DEVELOPER AGREEMENT RECORDED AT ORB 4285, PAGE 2790, NOVEMBER 20,1990 PLACED BELOW GROUND. AT ORB 6503, PAGE 464. 13. WAIVERS: 43. ALL COMMERCIAL AND OFFICE LOT USERS SHALL CONFORM TO THE MASTER z ARCHITECTURAL, SIGNAGE, LIGHTING AND LANDSCAPE PACKAGE PLANS, WHICH WILL BE REQUESTED WAIVERS ARE SET FORTH IN THE WAIVER TABLE ON THIS SHEET PROVIDED AS PART OF THE FINAL SUBDIVISION PLAN APPROVAL. 14. WETLAND LITIGATION: 44. CONSERVATION TRACT "I" SHALL BE OWNED AND MAINTAINED BY IHE WMPOA. A ALL ENCROACHMENTS INTO AREAS CLAIMED AS JURISDICTIONAL WETLANDS BY ST. JOHNS CONSERVATION/DRAINAGE EASEMENT OVER TRACT "I" SHALL BE PROVIDED TO THE CITY OF RIVER WATER MANAGEMENT DISTRICT SHALL BE MITIGATED CONSISTENT WITH OCOEE. THE EASEMENT DOCUMENT WIU_ BE PREPARED BY THE CITY AND SHALL BE REQUIREMENTS AND PERMIT CONDITIONS OF THE SJRWMD AND CITY OF OCOEE. EXECUTED BY THE OWNER AND RECORDED AT THE TIME OF PLATTING. 15. VEHICULAR ACCESS RIGHTS: 45. THE LANDSCAPE MEDIAN WITHIN "A" BOULEVARD IN FRONT OFTHE COMMERCIAL LOT VEHICULAR ACCESS RIGHTS TO MAGUIRE ROAD, MOORE ROAD, 7TH STREET, 6TH STREET AND WILL BE MAINTAINED BY THE WESTRIDGE COMMERCIAL PROPERTY OWNERS THE ROAD LEADING UP TO THORNEBROOK ELEMENTARY WILL BE DEDICATED TO THE CITY ASSOCIATION. THE LANDSCAPE MEDIAN WITHIN "A" BOULEVARD IN FRONT OF SINGLE FAMILIY FOR ALL ABUTTING LOTS AND TRACTS OTHER THAN AS SHOWN ON THE APPROVED PLAN. AND AT THE RESIDENTIAL ENTRANCE GATES WILL BE MAINTAINED BY THE WESTRIDGE W D_ HOMEOWNERS ASSOCIATION. 16. LEGAL INSTRUMENTS ALL LEGAL INSTRUMENTS INCLUDING, BUT NOT LIMITED TO, THE DECLARATION OF 46. ALL RETENTION PONDS WILL BE DESIGNED PER THE LDC TO BE UNFENCED. COVENANTS, EASEMENTS AND RESTRICTIONS, ASSOCIATION DOCUMENTATION, EASEMENT 47. THE DEVELOPER IS TO PROTECT AND PREVENT ANY DISTURBANCE, SILTATION, OR AGREEMENTS AND WARRANTY DEEDS CONVEYING PROPERTY TO THE CITY OR ASSOCIATION OTHER CONSTRUCTION WITHIN THE CONSERVATION AREAS (TRACT "I"). THAT AREA IS TO BE MUST BE SUBMITTED TO AND APPROVED BY THE CITY PRIOR TO PLAT APPROVAL. FENCED OFF DURING CONSTRUCTION AND SILT FENCES INSTALLED TO ELIMINATE ANY POSSIBILITY OF DISTURBANCE IN THE AREA DURING CONSTRUCTION. 17. RECREATION PHASING. } THE RECREATION AREA WILL BE DEVELOPED WITH THE FIRST RESIDENTIAL PHASE. 48. DRAINAGE EASEMENTS BETWEEN LOTS ARE SHOWN FOR LOCATION ONLY. FINAL EASEMENT DIMENSIONS (WIDTHS) WILL BE SHOWN ON THE FINAL SUBDIVISION PLAN AND 18. LANDSCAPE PHASING: WILL BE SIZED TO MEET CITY REQUIREMENTS. ALL SCREEN WALLS, LANDSCAPE BUFFERS, ENTRY AND CORNER LANDSCAPE FU- IMPROVEMENTS FOR EACH PHASE SHALL BE COMPLETED PRIOR TO ISSUANCE OF THE 49. UNLESS OTHERWISE NOTED, A 5' UTILITY AND DRAINAGE EASEMENT WILL BE PLATTED CERTIFICATE OF COMPLETION FOR EACH PHASE RESPECTIVELY. ALONG ALL SIDE LOT LINES, AND A 10' UTILITY AND DRAINAGE EASEMENT ADJACENT TO THE 19. SIGHT LINES: STREET RIGHT-OF-WAY. NO WALL, FENCE, SIGN OR STRUCTURE OR ANY PLANT GROWTH SHALL OBSTRUCT SIGHT 50. NO PERSON SHALL UNDERTAKE LAND CLEARING OR THE REMOVAL OF ANY PROTECTED LINES (BETWEEN 2'6" AND 10' ABOVE THE CROWN OF THE ADJACENT ROADWAY WITHIN THE TREE WITHOUT FIRST OBTAINING A PERMIT FROM THE BUILDING DEPARTMENT. THE REMOVAL SIGHT DISTANCE TRIANGLE AS DEFINED IN THE LAND DEVELOPMENT CODE) AT THE OF PROTECTED TREES SHALL BE MINIMIZED TO THE MAXIMUM EXTENT POSSIBLE AND NO INTERSECTION OF THE TWO ADJACENT STREETS. AUTHORIZATION SHALL BE GRANTED TO REMOVE A TREE IF THE DEVELOPER HAS FAILED TO TAKE REASONABLE MEASURES TO PRESERVE SPECIMEN AND 20. FINISHED FLOOR ELEVATIONS: HISTORIC TREES. FINISHED FLOOR ELEVATIONS SHALL BE SET A MINIMUM OF ONE FT. ABOVE THE CALCULATED d DESIGN STORM. POST-DEVELOPMENTELEVATION GENERATED BY THE 100-YEAR/24-HOUR DESIGN 51. NOTWITHSTANDING THE CONVEYANCE OF THE STORMWATER RETENTION PONDS TO AN ASSOCIATION OR ANY PROVISION TO THE CONTRARY CONTAINED IN THESE CONDITIONS OF 21. FRONT BUILDING SETBACK: APPROVAL, THE DEVELOPER SHALL REMAIN RESPONSIBLE FOR THE MAINTENANCE OF THE FRONT BUILDING SETBACK WILL BE A MINIMUM OF 20 FEET OR, WHERE THE MINIMUM LOT PROJECT'S STORMWATER MANAGEMENT SYSTEM (SWMS), INCLUDING ALL STORMWATER WIDTH IS OBTAINED, WHICHEVER IS GREATER, THE FRONT SETBACK LINE TO BE PARALLEL RETENTION PONDS, UNTIL SUCH TIME AS: (i) THE ENTIRE SWMS FOR THE PROJECT IS OR MEASURED RADIALLY FROM THE STREET RIGHT OF WAY. CONSTRUCTED AND APPROPRIATE CERTIFICATES OF COMPLETION ISSUED BY BOTH THE CITY AND THE SJRWMD, (ii) THE STORMWATER RETENTION PONDS INTENDED TO BE 22. UTILITIES CONVEYED TO THE ASSOCIATION HAVE, IN FACT, BEEN CONVEYED TO THE ASSOCIATION, THE WATER AND SEWER LINES, INCLUDING THE LINES FROM THE LIFT STATION TO THE (III) THE ASSOCIATION IS DESIGNATED AS THE MAINTENANCE ENTITY ON THE RECORDS OF EXISTING PUBLIC FORCE MAIN, WILL BE DEDICATED TO ORANGE COUNTY. THE SJRWMD, AND ALL TRANSFER RECORDS REQUIRED BY SJRWMD HAVE BEEN EXECUTED THE DEVELOPER WILL INSTALL A REUSE WATER SYSTEM THROUGHOUT THE ENTIRE SUBDIVISION AND ACCEPTED BY SJRWMD, (iv) THE CITY HAS BEEN PROVIDED WITH A OF THE WHICH MEETS CITY OF OCOEE SPECIFICATIONS AS PART OF THE PROJECT INFRASTRUCTURE. ,COPY EACH FIRE HYDRANT SHALL BE OSHA YELLOW IN COLOR AND A BLUE REFLECTIVE MARKER DEVELOPER'S PROPOSED MAINTAINANCE PLAN WITH RESPECT TO THE SWMS, (v) THE CITY SHALL BE AFFIXED TO THE STREET IN THE CENTER LANE CLOSEST TO THE HYDRANT. HAS BEEN PROVIDED WITH A WRITTEN STATEMENT FROM THE ASSOCIATION ACKNOWLEDGING RECEIPT OF THE DEVELOPER'S PROPOSED MAINTENANCE PLAN WITH RESPECT TO THE SWMS ALL ONSITE UTILITIES, INCLUDING ELECTRICAL, CABLE TV AND TELEPHONE, WILL BE PLACED AND THAT THE ASSOCIATION IS RESPONSIBLE FOR THE MAINTENANCE OF THE SWMS. BELOW THE GROUND. 52. THE DECLARA11ON OF COVENANTS, CONDITIONS AND RESTRICTIONS FOR THE ALL SANITARY SEWER MAINS TO BE 8" MINIMUM. ALL WATER MAINS TO BE 6" MINIMUM. SUBDIVISION (THE "DECLARATION") SHALL CONTAIN A PROVISION ALLOWING THE CITY OF ALL UNDERGROUND UTILITIES WILL COMPLY WITH ORDINANCE #95-17, WHICH REQUIRES OCOEE THE OPPORTUNITY TO LEVY, COLLECT, AND ENFORCE ASSESSMENTS FOR PEDESTAL -MOUNTED UTILITY BOXES TO BE PLACED BACK OFF THE STREET, NO MORE THAN MAINTENANCE OF THE COMMON AREAS SHOULD THE ASSOCIA11ON FAIL TO DO SO OR � SHOULD THE ASSOCIATION FAIL TO COLLECT ASSESSMENTS AT A LEVEL ALLOWING FOR 5 FEET FORWARD OF THE FRONT BUILDING SETBACK LINE, ON ALL RESIDENTIAL LOTS WHICH ADEQUATE MAINTENANCE OF THE COMMON AREAS. ARE LESS THAN 70 FEET IN WIDTH WHERE iNE LOT ABUTS THE STREET RIGHT OF WAY UNE. 23. SIDEWALKS 53. THE DECLARATION SHALL PROVIDE THAT THE ASSOCIATION SHALL AT ALL TIMES BE IN THE DEVELOPER SHALL CONSTRUCT APPROPRIATE CURB CUTS TO ENABLE CONSTRUCTION GOOD STANDING WITH THE FLORIDA SECRETARY OF STATE. OF RAMPS AT ALL RIGHTS-OF-WAY INTERSECTIONS (ANO' OTHER AREAS AS REASONABLY 6" STABILIZED SUBGRADE (FBV 50) 54. THE DECLARATION SHALL CONTAIN A PROVISION THAT AT THE TiME OF TURNOVER OF REQUIRED) IN ORDER TO ACCOMMODATE ACCESS TO SIDEWALKS AND STREETS FOR CONTROL OF THE ASSOCIATION TO THE MEMBERS, THE DECLARANT SHALL DELIVER TO THE PERSONS WHO ARE IN WHEELCHAIRS AND OTHER PERSONS WHO ARE PHYSICALLY NEW BOARD OF DIRECTORS THE MAINTENANCE PLAN FOR THE STORMWATER SYSTEM CHALLENGED. SIDEWALKS ABUTTING EACH PLATTED LOT SHALL BE CONSTRUCTED AT THE ACCOMPANIED BY AN ENGINEER'S CERTIFICATION THAT THE STORMWATER SYSTEM IS TiME A HOUSE IS CONSTRUCTED ON THE LOT. WHEN SIDEWALKS ARE CONSTRUCTED ON FUNCTIONING IN ACCORDANCE WITH ALL APPROVED PLANS AND PERMITS, TO THE EXTENT CORNER LOTS AT CERTAIN LOCATIONS, THE SIDEWALKS WILL BE EXTENDED TO THE CURB AT THAT ANY SUCH ENGINEER'S REPORT INDICATES ANY CORRECTIVE AC11ON IS REQUIRED, THE THE APPROPRIATE RAMPS WILL THEN BE CONSTRUCTED. SIDEWALKS ADJACENT TO DECLARANT SHALL BE REQUIRED TO DILIGENTLY UNDERTAKE SUCH CORRECTIVE ACTION AT COMMON AREAS SHALL BE CONSTRUCTED AT THE TIME OF PERMANENT CONSTRUCTION OF THE DECLARANTS EXPENSE AND TO POST A CASH BOND WITH THE ASSOCIATION FOR THE ADJACENT COMMON AREAS. ESTIMATED COSTS OF SUCH CORRECTIVE ACTION. 2' MIN SOD REQUIRED BEHIND ALL CURB 00 E `� OUu.� ZM 8' 6' 2' 1 24' 1.33' 24,33' 1.33' ZZ 24'2' 3LLi e' MULTI -USE �\ a 7 Z O 800 LANDSCAPE O Q O U- a Y Spp\ CONCRETE LANDSCAPE LLJ ROAD Glatting Jackson et al. NDSCAPE GRADEG� PATHWAY 12' 6 -ft. sidewalk on north side only of entry boulevard 12 �& GUTiER�� PROFILE U npE "D" 12" 1-1/2" ASPHALTIC CONCRETE SURFACE COURSE (TYPE S-3) FlLL H4' �X 2%_ 8% MAX o:�E"D"SDE� residential 8" SOIL CEMENT 50' SBL MAGUIRE ROAD • 00 E `� OUu.� ZM It a0 0 ZZOz Proposed Standard W M<0 ZZ 3a�Q 3LLi -, �1a DOMtJW v7 Q U S a 7 Z O Section 4-5M(4) O Q O U- a Y 0 �k GRADE Code Section Code Standard Proposed Standard Justification for Waiver Citation (2.48 ac) to and integral with the Park and enhances the amenity CUT � Access driveway separation of Allow driveway separations of less Necessary for traffic circulation for Section 4-5M(4) 350 -ft. from arterial street than 350 -ft. from arterial street (163 -ft. Y 5.IV.B Policy 2.3 +/- and 337 -ft. +/- measured along with findings of traffic study by LLJ north right-of-way line) from Maguire Glatting Jackson et al. Road right-of-way line Article IV, Section 4-5M(7)(g) Sidewalks required along all rights-of-way 6 -ft. sidewalk on north side only of entry boulevard Wetland and buffer preservation on south side Article IV, U 7 -ft. wall proposed between office and 1-1/2" ASPHALTIC CONCRETE SURFACE COURSE (TYPE S-3) FlLL Section 4-5L(7) residential commercial/office and single family residential 8" SOIL CEMENT 50' SBL MAGUIRE ROAD • City requirement for 12' Section 4-5M(3) (ARTERIAL) 38' SBL additional right-of-way. Article IV, Section 4-5m(3) 8" STABILIZED SUBGRADE (FBV 50) 12" COMPACTED SUBGRADE TO 95% MAX. DENSITY (AASHTO T-180) 23' SBL City requirement for 12' additional right-of-way. Ld UJ 3c: UJ z 6' STABILIZED SUBOME (FBV 50) X • "A" BLVD. ENTRANCE 0 2 LANE DIVIDED ROAD SECTION (100' R/W) UJ NTS z O I= 0_ U W to 2' MIN SOD REQUIRED 0 Z BEHIND ALL CURB SOUTH NORTH O R/W R/W z z z z 8' 2' 1 g' Y 1.33' 15' 1.33' 1 Y 2' 9.33' M M 2 2 M M M M W D_ MULTI -USE SOD\ SOD DSCAPESOD\ U U U U CONCRETE LANDSCAPE ROAD LANDSCAPE PATHWAY } } } } EXISTING 12" PROFILE 4 GRADE _.-- TYPE "D' t2" 12" TYPE 'D' 2X GRADE FU FU- FU- IU - _2X - a �A*CURB 2% 8.'i% MIAX� I 2X 2% t- WN or W W W +2% ----� --- 3.•1 N EXISTING ---------- -- GRADE d a. a. d CUT- � 1-1/2' ASPHALTIC CONCRETE SURFACE COURSE (TME S -3)O FILL t P, C4 W 8" SOIL CEMENT � 12" COMPACTED SUBGRADE TO 95% MAX. DENSITY (AASHTO T-180) 8" STABILIZED SUBGRADE (F8V 50) 0`1 1-;W C4 6" STABILIZED SUBGRADE (FBV 50) to N 00 "A" BLVD. ENTRANCE 2 LANE DIVIDED ROAD SECTION (80' R/W) N z NTS ' (f) 00 co I� Q� NORTH R/W SOUTH R/W O Z O d M 80' Z Wr 6' 1 Y 2' 18' 18' 2' 17 > CSO 0 MULTI -USE SOD\SOD\ 3' CONCRETE LANDSCAPE OF R/W OF ROAD LANDSCAPE ' i\ W EXISTING PATHWAY PROFILE_, ROFILE 4' GRADE 12" 12 GRADE I 12' ' O I- i o v - 2% MIN. TYPE "A" CURB I �( 2%_ 8%MA • & GUTTER 2 „�- 2%, _2% ` 0) - 00 ► EXISTING GRADE CUT 3.l Mqk Q FILL M Q 1�- -- - - ) U Z V) 1-1/2" ASPHALTIC CONCRETE SURFACE COURSE (TYPE S-3)v�1 8" SOIL CEMENT V Ch 6" STABILIZED SUBGRADE (FBV 50) 12' COMPACTED SUBGRADE TO 95% MAX. DENSITY (AASHTO T-180) Q O "A" BLVD. ENTRANCE 2 LANE UNDIVIDED ROAD SECTION (80' R/W) NTS 50' 25' 25' 4' 7' 2' 12' 12' 2' 7' 4' SIDEWALK 2, 2' SIDEWALK EXISTING SOD SOD GRADE l 12" 12" PROFILE 12" 12" MIAMI CURB GRADE 4:1 2% MIN. 2% MIN. CUT MAX 2 .► 8% MAX. 2% 22% 8% MAX. X2%5 55. THE DECLARATION SHALL CONTAIN A PROVISION THAT ANY AMENDMENT TO ANY PROVISION AFFECTING THE CITY OF OCOEE REQUIRES THE CONSENT OF THE CITY OF OCOEE IN AN INSTRUMENT RECORDED WITH THE AMENDMENT. 56. THE DECLARATION SHALL CONTAIN A PROVISION PROVIDING THAT THE STORMWATER SYSTEM WILL BE TRANSFERRED TO A RESPONSIBLE OPERATION AND MAINTENANCE ENTITY ACCEPTABLE TO THE CITY OF OCOEE IN THE EVENT OF DISSOLUTION OF THE ASSOCIATION AND THAT IF DISSOLUTION OCCURS WITHOUT SUCH APPROVAL THEN THE CITY OF OCOEE MAY CONTINUE TO LEVY AND COLLECT ASSESSMENTS AND IMPOSE LIENS WITH RESPECT THERETO NOTWITHSTANDING THE DISSOLUTION OF THE ASSOCIATION. 57. THE DECLARATION SHALL SPECIFICALLY PROVIDE THAT NO PROPERTY OWNED BY THE CITY OF OCOEE OR ANY OTHER GOVERNMENTAL ENTITY WiTH THE SUBDIVISION SHALL BE SUBJECT TO ASSESSMENTS LEVIED BY THE ASSOCIATION. 58. THE DEVELOPER SHALL COMPLY WITH ORDINANCE NO. 2001-19 WHICH REQUIRES THE INCLUSION OF COMMUNITY MEETING ROOMS AS AN AMENITY FOR RESIDENTIAL SUBDIVISIONS. 59. CROSS ACCESS EASEMENTS TO BE PROVIDED FOR ALL COMMERCIAL LOTS AND DRIVE LANES WILL BE 24 FT WIDE WITH 6" RAISED CURB AT PAVEMENT EDGES. 60. AT ALL TIMES PRIOR TO THE DEVELOPMENT OF THE COMMERCIAL PORTION OF THE SUBDIVISION, THE DEVELOPER SHALL MAINTAIN A SIGN ON THE COMMERCIAL TRACT AS NOTICE TO SINGLE-FAMILY PURCHASERS THAT A PORTION OF THE SUBDIVISION WILL BE DEVELOPED FOR COMMERCIAL AND OFFICE USES. THE SIGN WILL BE A MINIMUM OF 32 SQ. FT. AND BE PLACED FACING MAGUIRE ROAD IN A LOCATION APPROVED BY THE CITY OF OCOEE. 61. THE LEFT TURN LANE SOUTH BOUND ON MAGUIRE ROAD AND THE RESTRIPING OF THE NORTH BOUND TWO LANES ON MAGUIRE ROAD WILL BE CONSTRUCTED BY THE DEVELOPER WITH PHAS 1 AND THE CONSTRUCTION OF BOULEVARD "A'. THE RIGHT TURN LANES ON EAST BOUND MOORE ROAD WILL BE CONSTRUCTED BY THE DEVELOP RCIAL ROVIDED THE POWER POLES HAVE BEEN RELOCATED TO ALLOW CONSTRUCTiONOF THE TURN LANE. IN THE EVENT THE POWER POLES HAVE NOT BEEN RELOCATED AT THAT TIME, THEN THE RIGHT TURN LANE SHALL BE CONSTRUCTED AS SOON AS REASONABLY PRACTICAL FOLLOWING THE RELOCATION OF THE POWER POLES TO ALLOW CONSTRUCTION OF TURN LANE MOORE ROAD. 62. THE DEVELOPER SHALL PREPAY $100,000 OF ROAD IMPACT FEES APPLICABLE TO THE DEVELOPMENT PROPERTY UPON RECORDING OF THE FIRST PLAT. WITH THE FIRST PLAT OF THE PROPERTY THE DEVELOPER SHALL DEDICATE OR CONVEY TO THE CITY ADDITIONAL LAND ALONG ITS BOUNDARY WITH (1) MAGUIRE ROAD, NOT TO EXCEED TWELVE FEET (12') IN WIDTH TO ACCOMMODATE FUTURE RIGHT TURN LANES INTO BOULEVARD "A" AND, WIDTH INTERRUPTION, THEN INTO COMMERCIAL LOTS 154 AND 155, THEN CONTINUING THROUGH WITHOUT INTERRUPTION TO MOORE ROAD: AND (2)MOORE ROAD, NOT TO EXCEED TWELVE FEET (12') IN WIDTH TO ACCOMMODATE RIGHT TURN LANES INTO THE FIRST TWO ACCESS POINTS SHOWN ON THE PSP WITHIN THE COMMERCIAL DESIGNATED PORTION OF THE DEVELOPMENT PROPERTY. THE RIGHT TURN LANES OFF MAGUIRE ROAD ARE TO BE CONSTRUCTED IN THE FUTURE BY THE CITY OR OTHERS, NOT TO INCLUDE THE DEVELOPER, AND THE RIGHT TURN LANE ALONG MOORE ROAD IS TO BE CONSTRUCTED BY THE DEVELOPER CONSISTENT WITH PLANS APPROVED FOR THIS PROJECT. NOTHING HEREIN SHALL. BE CONSTRUED AS IMPOSING AN OBLIGATION UPON THE CITY TO CONSTRUCT, OR TO REQUIRE ANOTHER TO CONSTRUCT, THE NORTH BOUND RIGHT TURN LANES ALONG MAGUIRE ROAD. 63. THE AFOREMENTIONED $100,000 PAYMENT IS TO BE USED BY THE CITY, ALONG WITH SHARING CONTRIBUTIONS OF OTHER INTERSECTION BORDERING PARTICIPANTS, FOR IMPROVING THE INTERSECTION SIGNALIZATION AND MASTING SIMILAR TO WHAT WAS CONSTRUCTED AT OTHER INTERSECTIONS TO THE NORTH ON MAGUIRE ROAD. F: \Proj9-\97194\ENGadm in\Prod\EP026.doc L 1" ASPHALTIC CONCRETE SURFACE COURSE (TYPE S-3) 6" SOIL CEMENT 12" COMPACTED SUBGRADE 957. MAX. DENSITY (AASHTO T-180) 6" STABILIZED SUBGRADE (FBV 50) INTERNAL STREETS 2 LANE UNDIVIDED ROAD SECTION NTS TYPICAL POND SECTION NTS J W Li =wX o 0 z0000 a N I- J F- z Z SU b � � O m Z w z w Z = W U ® C/) a EXISTING J � GRADE Y ------ LJ FILL 0 CD 00 w z N Z CONCRETE SIDEWALK ® W N � SEE DETAIL w 0 r M LL0 0 IV Waiver Table (Commercial/Office) Code Section Code Standard Proposed Standard Justification for Waiver Citation (2.48 ac) to and integral with the Park and enhances the amenity Article IV, Access driveway separation of Allow driveway separations of less Necessary for traffic circulation for Section 4-5M(4) 350 -ft. from arterial street than 350 -ft. from arterial street (163 -ft. proposed site plan and consistent 5.IV.B Policy 2.3 +/- and 337 -ft. +/- measured along with findings of traffic study by LLJ north right-of-way line) from Maguire Glatting Jackson et al. Road right-of-way line Article IV, Section 4-5M(7)(g) Sidewalks required along all rights-of-way 6 -ft. sidewalk on north side only of entry boulevard Wetland and buffer preservation on south side Article IV, 6 -ft. maximum wall height 7 -ft. wall proposed between office and Increased privacy desired between Section 4-5L(7) residential commercial/office and single family residential Article IV, 50' SBL MAGUIRE ROAD • City requirement for 12' Section 4-5M(3) (ARTERIAL) 38' SBL additional right-of-way. Article IV, Section 4-5m(3) 35' SBL MOORE ROAD (COLLECTOR) 23' SBL City requirement for 12' additional right-of-way. Waiver Table (Single Family) Code Section Code Standard Proposed Standard Justification for Waiver Citation Article IV, Section 4-5L(4) Required recreation area of 5% of gross land area 2.30 ac The 3.7 acre lake area is adjacent (2.48 ac) to and integral with the Park and enhances the amenity Comp Plan No development within 25ft of Upland Buffer to be an average of 25ft. Upland and Wetland preservation Section wetland boundaries All Wetland mitigation shall be on-site. and mitigation for impacts will be 5.IV.B Policy 2.3 consistent with SJWMD and City of LLJ Ocoee permitting requirements. 3 Z N 3 Z i - o WW W C) N 0) LLJ • �. • C . UJ - • LLJ • Ld UJ 3c: UJ z X • 0 UJ 3 Z N 3 Z i - o WW W C) N 0) VICINITY MAP W.B. -McGEE HWY. 50 FLORIDA'S I TURNPIKE I. . ......... .......... . TOMYN RD. m!j WA 10 -A Aug DEVWORTH PROPERTIES, INC. f PoOm O�X NOm 126�1, WINDERMERE, FLORI� A 3 7 f PHONE�( DEVELOPMENT TEAM OWNER /DEVELOPER: DEVWORTH PROPERTIES, INC. GLENMUIR PROPERTIES, LTD. P.O. BOX NO. 1260 WINDERMERE, FL 34786 (407) 620-3141 OR (407) 489-4505 CONTACT PERSON: STAN NUTT PLANNER/LANDSCAPE ARCHITECT:: GLATTING JACKSON KERCHER ANGLIN LOPEZ RINEHART 33 E. PINE STREET ORLANDO, FL 32801 (407) 843-6552 ENGINEER/SURVEYOR: DONALD W. MCINTOSH ASSOCIATES, INC. 2200 PARK AVENUE NORTH WINTER PARK, FL 32789 (407) 644-4068 GEOTECHNICAL CONSULTANT: UNIVERSAL ENGINEERING SCIENCES, INC. 3532 MAGGIE BLVD. ORLANDO, FL 32811 (407) 423-0504 CONTACT PERSON: BRUCE WOLOSHIN, PE ENVIRONMENTAL CONSULTANT: BREEDLOVE, DENNIS & ASSOCIATES, INC. 330 W. CANTON AVENUE WINTER PARK, FL 32789 (407) 677-1882 CONTACT PERSON: W. MICHAEL DENNIS, PHD DONALD W. McINTOSH ASSOCIATES, INC. ENGINEERS PLANNERS. SURVEYORS 2200 PARK AVENUE NORTH, WINTER PARK, FLORIDA 32789 (407) 644-4068 1. COVER SHEET 2. NOTES & AERIAL 3. TRACT AND LOTTING PLAN 4. UTILITY AND DRAINAGE PLAN 5. BOUNDARY SURVEY v LA -01 0"'LRALL LANDSCAPE & WALL PLAN LA -02 ENTRY LANDSCAPE PLAN LA -03 BOULEVARD LANDSCAPE PLAN LA -04 BOULEVARD & GATE LANDSCAPE PLAN LA -05 RECREATION AREA LANDSCAPE PLAN isel m!j WA 10 -A Aug DEVWORTH PROPERTIES, INC. f PoOm O�X NOm 126�1, WINDERMERE, FLORI� A 3 7 f PHONE�( DEVELOPMENT TEAM OWNER /DEVELOPER: DEVWORTH PROPERTIES, INC. GLENMUIR PROPERTIES, LTD. P.O. BOX NO. 1260 WINDERMERE, FL 34786 (407) 620-3141 OR (407) 489-4505 CONTACT PERSON: STAN NUTT PLANNER/LANDSCAPE ARCHITECT:: GLATTING JACKSON KERCHER ANGLIN LOPEZ RINEHART 33 E. PINE STREET ORLANDO, FL 32801 (407) 843-6552 ENGINEER/SURVEYOR: DONALD W. MCINTOSH ASSOCIATES, INC. 2200 PARK AVENUE NORTH WINTER PARK, FL 32789 (407) 644-4068 GEOTECHNICAL CONSULTANT: UNIVERSAL ENGINEERING SCIENCES, INC. 3532 MAGGIE BLVD. ORLANDO, FL 32811 (407) 423-0504 CONTACT PERSON: BRUCE WOLOSHIN, PE ENVIRONMENTAL CONSULTANT: BREEDLOVE, DENNIS & ASSOCIATES, INC. 330 W. CANTON AVENUE WINTER PARK, FL 32789 (407) 677-1882 CONTACT PERSON: W. MICHAEL DENNIS, PHD DONALD W. McINTOSH ASSOCIATES, INC. ENGINEERS PLANNERS. SURVEYORS 2200 PARK AVENUE NORTH, WINTER PARK, FLORIDA 32789 (407) 644-4068 1. COVER SHEET 2. NOTES & AERIAL 3. TRACT AND LOTTING PLAN 4. UTILITY AND DRAINAGE PLAN 5. BOUNDARY SURVEY v LA -01 0"'LRALL LANDSCAPE & WALL PLAN LA -02 ENTRY LANDSCAPE PLAN LA -03 BOULEVARD LANDSCAPE PLAN LA -04 BOULEVARD & GATE LANDSCAPE PLAN LA -05 RECREATION AREA LANDSCAPE PLAN 1 J 0 Q H 0 Lj Q 0 =) d- d.d LLJ U 0 0) 0 isJ 0_' O W LJ U) LiQ Q W3 JZZ I- LL.I t. -J I- I- J J_ L,. LL O W O w (Y = � LL(n0X li O =N (i) 1= Z DEVELOPMENT TEAM W N OWNER/DEVELOPER: ZDEVWORTH PROPERTIES, INC. OU I GLENMUIR PROPERTIES, LTD. P.O. BOX NO. 1260 W WINDERMERE, FL 34786 r- (407) 620-3141 OR (407) 489-4505 WCONTACT PERSON: STAN NUTT PLANNER/LANDSCAPE ARCHITECT: n GLATTiNG JACKSON KERCHER ANGLIN LOPEZ RINEHART d 33 E. PINE STREET Z_ ORLANDO, FL 32801 N (407) 843-6552 H ENGINEER/SURVEYOR: cC DONALD W. MCINTOSH ASSOCIATES, INC. 2200 PARK AVENUE NORTH O WINTER PARK, FL 32789 U) (447) 644-4068 Q GEOTECHNICAL CONSULTANT - = UNIVERSAL ENGINEERING SCIENCES, INC. O 3532 MAGGIE BLVD. z ORLANDO, FL 32811 U (407) 423-0504 M CONTACT PERSON: BRUCE WOLOSHIN, PE �:E ENVIRONMENTAL CONSULTANT: BREEDLOVE, DENNIS & ASSOCIATES, INC. 330 W. CANTON AVENUE Q WINTER PARK, FL 32789 Z (407) 677-1882 O CONTACT PERSON: W. MICHAEL DENNIS, PHD C1 F- SITE DATA Op AREA: =TOTAL SITE AREA: 76.339 ACRES F- WETLAND PRESERVATION 14.084 ACRES UPLAND BUFFER PRESERVATION 1.121 ACRES >- ROW DEDICATION 7TH AVENUE 1.112 ACRES ROW DEDICATION MOORE & 7TH CORNER 0.029 ACRES <C GROSS LAND AREA 59.720 ACRES a- NET LAND AREA 59.720 ACRES QEXISTING ZONING: PUD OI-- SURROUNDING ZONING NORTH PUD MF/C-2/RES OCOEE LLA SOUTH R1 -AA OCOEE; ORANGE COUNTY SCHOOL BOARD ELEMENTARY SCHOOL AND Z OCOEE PARK U EAST ORANGE COUNTY R1 -AAA & A-1; 2 UNITS PER ACRE (A WEST PD ORANGE COUNTY COMMERCIAL EXISTING VEGETATION: Lai CLEARED ORANGE GROVE; PLANTED TREE FARM, SCATTERED HARDWOOD TREES, AND m VARIOUS WETLAND AND TRANSITION SPECIES IN CONSERVATION/OPEN SPACE PARCEL H Z 100 -YEAR FLOODPLAIN: < THE SITE IS ENTIRELY WITHIN ZONE X AS SHOWN ON THE FEMA/FIRM MAP, PANEL U #12095CO220E, DATED DECEMBER 6, 2000. Q� WETLANDS: Z THERE IS A 14.08 ACRE WETLAND TO BE PRESERVED BASED ON FIELD INSPECTION BY THE ST. JOHNS RIVER WATER MANAGEMENT DISTRICT. A MINOR IMPACT FOR STORMWATER DISCHARGE OUTFALL STRUCTURE MAY OCCUR W Z SOILS: Q 3 BASINGER 18% M 201MMOKALEE 10% W 46 TAVARES 50% O 26 ONA 5% 42 SANIBEL 5% O 44 SMYRNA 12% L`' TREE SURVEY zALL TREES ONSITE WITHIN THE CONSERVATION PARCEL, AS DEFINED BY THE OCOEE ARBOR Q ORDINANCE, ARE TO BE PRESERVED. ADDITIONAL TREES 8" OR LARGER ARE SURVEYED AND SHOWN IN THE PSP. Z_ 0 CONDITIONS OF APPROVAL LSI 1. PROPOSED LAND USES: 0 SINGLE FAMILY RESIDENTIAL U GROSS LAND AREA: 50.9 AC (INCLUDES STORMWATER/OPEN SPACE AND RECREATION 0_ TRACTS) O NET LAND AREA: 50.9 AC p" TOTAL LOTS: 152 W NET DENSITY: 3.0 UNITS/ACRE CDMINIMUM LOT SIZE: 60 FEET X 105 FEET Q MINIMUM NET LIVING FLOOR AREA: 1200 SQUARE FEET = MAXIMUM BOLDING HEIGHT: TWO STORIES/35 FEET U PARKING: MINIMUM 2 SPACES PER RESIDENTIAL UNIT p OPEN SPACE: MIN.25% OF GROSS LAND AREA; 12.7 AC U MAXIMUM LOT COVERAGE: 40% OF LOT AREA FOR BUILDING AND 50% OF LOT AREA FOR :D IMPERVIOUS COVERAGE. C3 1 O MIN. RESIDENTIAL LOT INTERNAL BOLDING SETBACKS: d FRONT 20 FT Ld REAR 20 FT O:fW SIDE 7.5 FT m CORNER (STREET SIDE) 20 FT F- SIDE/REAR (ACCESSORY BLDG) 7.5 FT O Z MIN. RESIDENTIAL LOT PERIPHERAL BUILDING SETBACKS: >- MOORE ROAD RIGHT-OF-WAY: 35 FT. Q 7TH AVENUE FUTURE RIGHT-OF-WAY: 25 FT. :2 FROM SOUTH SITE BOUNDARY: 25 FT. = U RESIDENTIAL RECREATION AREA: A 2.3 ACRE RECREATION AREA WILL BE PROVIDED TO BE = OWNED AND MAINTAINED BY HOMEOWNERS ASSOCIATION. THREE AMENITIES (POOL, TOT g LOT, OPEN PLAY AREA AND 755 SQ. FT. COMMUNITY MEETING ROOM), WILL BE PROVIDED. U COMMERCIAL Z GROSS LAND AREA: +/- 8.8 ACRES Q NET LAND AREA: +/- 8.8 ACRES 0 MAX. BUILDING HEIGHT: 35 FEET, 2 STORIES N PARKING: PER OCOEE CODE FOR SPECIFIC COMMERCIAL USES = OPEN SPACE: MIN. 20% OF GROSS LAND AREA FOR SITE SERVED BY MASTER STORM SYSTEM H MIN. COMMERCIAL LOT INTERNAL BUILDING SETBACKS: O FRONT. SEE PERIPHERAL SETBACKS BELOW SIDE: 10 FT. INCLUDING INTERNAL DRIVEWAYS H REAR: 20 FT. INCLUDING INTERNAL DRIVEWAYS = 25 FT ACCESS EASEMENT AT LOTS 153-156: 10 FT. O MIN COMMERCIAL LOT PERIPHERAL BUILDING SETBACKS: C:� MAGUIRE ROAD RIGHT-OF-WAY: 38 FT. WITH 25 FT LANDSCAPE BUFFER (SUBJECT TO 99-23 r' EXHIBIT 1. S 6-14; C.2.b(IV) WFROM MOORE ROAD RIGHT-OF-WAY: 23 FT. WITH 25 FT LANDSCAPE BUFFER (SUBJECT TO 99- d 23 EXHIBIT 1. S 6-14;C.b(IV) ADJACENT TO RESIDENTIAL: 50 FT. WITH 25 FT LANDSCAPE BUFFER FROM "A' BLVD: 25 FT WITH 15 FT LANDSCAPE BUFFER r= THE COMMERCIAL PARCEL SHALL CONFORM TO ORDINANCE NO 99-23 DEVELOPMENT STANDARDS OF THE CITY OF OCOEE. ALL BUILDINGS IN THE COMMERCIAL PARCEL SHALL Q HAVE TILE ROOFS. I- 2. SCHOOL AGE POPULATION: 0 4 152 LOTS X 0.04 = 62 (PER ORANGE COUNTY SCHOOL BOARD RATIO) 3. TRAFFIC GENERATION: dSINGLE FAMILY = 1455 TRIPS O COMMERCIAL = 4500 TRIPS U 4. UTILITY PROVIDERS: Ld WATER: ORANGE COUNTY UTILITIES N SANITARY SEWER: ORANGE COUNTY UTILITIES = REUSE WATER: CITY OF OCOEE USOLID WASTE: CITY OF OCOEE ELECTRICITY. PROGRESS ENERGY (ST. LIGHTING TO CONFORM TO CITY LDC & ORD. 95-17) W TELEPHONE: SPRINT Ld 5. STORMWATER MANAGEMENT: F=- ONSITE SYSTEM PER OCOEE AND ST. JOHNS RIVER WATER MANAGEMENT DISTRICT REQUIREMENTS WITH DISCHARGE TO POSITIVE OUTFALL THROUGH THE WETLAND. OVERALL Lli STORMWATER POND REQUIREMENTS ARE ESTIMATED TO BE 8.0+/- ACRES. W 6. PRIVATE RESIDENTIAL STREETS / GATED COMMUNITY: LLJ WESTRIDGE SHALL BE A PRIVATE GATED COMMUNITY WITH A MANDATORY � HOMEOWNERS ASSOCIATION OWNING AND MAINTAINING THE STREETS AND DRAINAGE FACILITIES TO BE BUILT TO CITY STANDARDS. ENTRYWAY GATES SHALL BE EQUIPPED WITH AN OPTICON ACTIVATED OVERRIDE DEVICE TO Z ALLOW EMERGENCY ACCESS TO THE SUBDIVISION BY FIRE/RESCUE, POLICE AND OTHER EMERGENCY RESPONSE PERSONNEL. A PERPETUAL NON-EXCLUSIVE ACCESS EASEMENT N FOR THE BENEFIT OF THE CITY OF OCOEE AND OTHER APPLICABLE AUTHORITIES FOR FIRE, QPOLICE, AND OTHER EMERGENCY SERVICES AND A UTILITY EASEMENT FOR THE BENEFIT OF UTILITY PROVIDERS SHALL BE GRANTED OVER THE ACCESS ROAD TRACT. O THE SINGLE FAMILY PORTION OF THE PROJECT IS PROPOSED TO BE GATED AND SHALL N COMPLY WITH THE ORANGE COUNTY CODE FOR GATED COMMUNITIES. ALL REFERENCES Q IN SAID COUNTY CODE CHAPTER TO THE "COUNTY" SHALL BE DEEMED TO REFER TO = THE "CITY" FOR PURPOSES OF THIS REQUIREMENT. Cn O 7. HOMEOWNERS/PROPERTY OWNERS ASSOCIATIONS: Z ASSOCIATIONS SHALL BE CREATED FOR OWNERSHIP AND MAINTENANCE OF ALL COMMON AREAS, CONSERVATION AREAS, OPEN SPACE AREAS, RECREATION AREAS, STORMWATER � PONOS AND PRIVATE STREETS AND DRAINAGE. ALL RELEVANT HOMEOWNERS/PROPERTY OWNERS ASSOCIATION DOCUMENTS AND DECLARATIONS OF COVENANTS AND 'S RESTRICTIONS SHALL BE PROVIDED TO THE CITY FOR APPROVAL PRIOR TO RECORDING Q EACH PLAT. ALL FINISHED FLOOR ELEVATIONS TO BE 1 FT. ABOVE 100 YR. FLOOD. J a Z O 0 8. PHASING THE RESIDENTIAL PORTION OF THE PROJECT WILL BE DEVELOPED IN TWO PHASES. THE COMMERCIAL PORTION WILL BE DEVELOPED IN MULTIPLE PHASES CONSISTENT WITH ITS LOTTING PLAN. ALL COMMERCIAL LOTS WILL BE A MINIMUM OF 1 AC. IN SIZE, INCLUDING THE 12FT ADDITIONAL RIGHT-OF-WAY ALONG MAGUIRE ROAD AND MOORE ROAD. 9. 7TH AVE RIGHT OF WAY CONVEYANCE: AT THE TiME APPROVAL OF THIS PLAN, THE OWNER SHALL CONVEY TO THE CITY TRACT "J" AND TRACT "K" (COLLECTIVELY, THE "7TH AVE ROW"). THE CONVEYANCE OF TRACT "K" AND ALL DOCUMENTS RELATED THERETO SHALL BE BASED ON THE LEGAL DESCRIPTION PROVIDED BY THE CITY. THE 7TH AVE ROW SHALL BE CONVEYED BY THE OWNER BY SPECIAL WARRANTY DEED FREE AND CLEAR OF ALL LIENS AND ENCUMBRANCES EXCEPT FOR THOSE MATTERS ACCEPTABLE TO THE CITY. THE FORM OF THE SPECIAL WARRANTY DEED SHALL BE SUBJECT TO THE APPROVAL OF THE CITY.THE OWNER SHALL, CONTEMPORANEOUSLY WITH THE CONVEYANCE OF THE 7TH AVE ROW PROVIDE A CURRENT TITLE COMMITMENT, TO BE FOLLOWED BY A POLICY OF TiTLE INSURANCE IN THE AMOUNT OF $10,000.00. EVIDENCING THAT FEE SIMPLE TiTLE TO THE 7TH AVE ROW IS FREE AND CLEAR OF ALL LIENS AND ENCUMBERANCES EXCEPT FOR THOSE MATTERS ACCEPTABLE TO THE CITY. THE COSTS AND EXPENSES RELATED TO THE CONVEYANCE OF THE 7TH AVE ROW, INCLUDING THE COST OF TiTLE WORK, SHALL BE BORNE SOLELY BY THE OWNER. REAL PROPERTY TAXES ON THE 7TH ROW SHALL BE PRORATED AS OF THE DAY BEFORE THE ACCEPTANCE OF THE CONVEYANCE OF THE SAME, AND THE PRORATED AMOUNT OF SUCH REAL PROPERTY TAXES ATTRIBUTABLE TO THE OWNER SHALL BE PAID AND ESCROWED BY THE OWNER IN ACCORDANCE WITH THE PROVISIONS OF SECTION 196.295, FLORIDA STATUTES: PROVIDED, HOWEVER, THAT IF THE CONVEYANCE OCCURS BETWEEN NOVEMBER 1 AND DECEMBER 31, THEN THE OWNER SHALL BE RESPONSIBLE FOR THE REAL PROPERTY TAXES FOR THE ENTIRE YEAR. NEITHER THE OWNERS, ITS SUCCESSORS AND ASSIGNS, NOR ANY OTHER PERSON OR ENTITY SHALL BE ENTITLED TO ANY ROAD IMPACT FEE CREDITS OR OTHER COMPENSATION OF ANY KIND FOR, ON ACCOUNT OF, OR WITH RESPECT TO THE CONVEYANCE OF THE 7TH AVE ROW. THE ALIGNMENT FOR 7TH AVENUE WILL BE ADJUSTED ON THE FINAL SUBDIVISION PLAN CONSISTENT WITH THE NEW AND REVISED CITY LEGAL DESCRIPTION FOR TRACT "K". 10. CONCERNING MORATORIUMS THE CITY IS SUBJECT TO THE TERMS, PROVISIONS AND RESTRICTIONS OF F.S. SECTION 163 CONCERNING MORATORIUMS ON ISSUANCE OF BUILDING PERMITS UNDER CERTAIN CIRCUMSTANCES. THE CITY HAS NO LAWFUL AUTHORITY TO EXEMPT ANY PRIVATE ENTITY OR ITSELF FROM THE APPLICATION OF SUCH STATE LEGISLATION AND NOTHING HEREIN SHALL BE CONSTRUED AS SUCH EXEMPTION. 11. FLAG LOTS NO MORE THAN TWO FLAG LOTS TO BE LOCATED ADJACENT TO EACH OTHER. THE MINIMUM LOT WIDTH OF FLAG LOTS AT THE RIGHT-OF-WAY SHALL BE 20 FEET WITH THE NARROW EXTENSION NOT TO EXCEED 100 FEET IN LENGTH. 12. DEVELOPER AGREEMENT A SECOND AMENDMENT TO SECOND DEVELOPER AGREEMENT WHICH INCORPORATES THE CONDITIONS OF APPROVAL ON THE LAND USE PLAN SHALL BE ENTERED INTO BETWEEN THE CITY AND THE DEVELOPERS IN CONNECTION WITH APPROVAL OF THIS LAND USE PLAN. EXISTING DEVELOPER AGREEMENTS ARE: FIRST DEVELOPER AGREEMENT RECORDED AT ORB 4285, PAGE 2790, NOVEMBER 20, 1990. SECOND DEVELOPER AGREEMENT RECORDED AT ORB 4619, PAGE 2136, SEPTEMBER 7, 1993 FIRST AMENDMENT TO SECOND DEVELOPER AGREEMENT DATED APRIL 2, 2002 -RECORDED AT ORB 6503, PAGE 464. 13. WAIVERS: REQUESTED WAIVERS ARE SET FORTH IN THE WAIVER TABLE ON THIS SHEET 14. WETLAND MITIGATION: ALL ENCROACHMENTS INTO AREAS CLAIMED AS JURISDICTIONAL WETLANDS BY ST. JOHNS RIVER WATER MANAGEMENT DISTRICT SHALL BE MITIGATED CONSISTENT WITH REQUIREMENTS AND PERMIT CONDITIONS OF THE SJRWMD AND CITY OF OCOEE. 15. VEHICULAR ACCESS RIGHTS: VEHICULAR ACCESS RIGHTS TO MAGUIRE ROAD, MOORE ROAD, 7TH STREET, 6TH STREET AND THE ROAD LEADING UP TO THORNEBROOK ELEMENTARY WILL BE DEDICATED TO THE CITY FOR ALL ABUTTING LOTS AND TRACTS OTHER THAN AS SHOWN ON THE APPROVED PLAN. 16. LEGAL INSTRUMENTS: ALL LEGAL INSTRUMENTS INCLUDING, BUT NOT LIMITED TO, THE DECLARATION OF COVENANTS, EASEMENTS AND RESTRICTIONS, ASSOCIATION DOCUMENTATION, EASEMENT AGREEMENTS AND WARRANTY DEEDS CONVEYING PROPERTY TO THE CITY OR ASSOCIATION MUST BE SUBMITTED TO AND APPROVED BY THE CITY PRIOR TO PLAT APPROVAL. 17. RECREATION PHASING: THE RECREATION AREA WILL BE DEVELOPED WITH THE FIRST RESIDENTIAL PHASE. 18. LANDSCAPE PHASING: ALL SCREEN WALLS, LANDSCAPE BUFFERS, ENTRY AND CORNER LANDSCAPE IMPROVEMENTS FOR EACH PHASE SHALL BE COMPLETED PRIOR TO ISSUANCE OF THE CERTIFICATE OF COMPLETION FOR EACH PHASE RESPECTIVELY. 19. SIGHT LINES: NO WALL, FENCE, SIGN OR STRUCTURE OR ANY PLANT GROWTH SHALL OBSTRUCT SIGHT LINES (BETWEEN 2'6" AND 10' ABOVE THE CROWN OF THE ADJACENT ROADWAY WITHIN THE SIGHT DISTANCE TRIANGLE. AS DEFINED IN THE LAND DEVELOPMENT CODE) AT THE INTERSECTION OF THE T'r`O ADJACENT STREETS. 20. FINISHED FLOOR ELEVATIONS' FINISHED FLOOR ELEVATIONS SHALL BE SET A MINIMUM OF ONE FT. ABOVE THE CALCULATED POST -DEVELOPMENT ELEVATION GENERATED BY THE 100-YEAR/24-HOUR DESIGN STORM. 21. FRONT BUILDING SF'aACK: FRONT BUILDING SETSA' WILL BE A MINIMUM OF 20 FEET OR, WHERE THE MINIMUM LOT WIDTH IS OBTAINED, WHICHEVER IS GREATER, THE FRONT SETBACK UNE TO BE PARALLEL OR MEASURED RADIALLY FROM THE STREET RIGHT OF WAY. 22. UTiU7iES THE WATER AND SEWER LINES, INCLUDING THE LINES FROM THE UFT STATION TO THE EXISTING PUBLIC FORCE MAIN, WILL BE DEDICATED TO ORANGE COUNTY. THE DEVELOPER .WILL INSTALL A REUSE WATER SYSTEM THROUGHOUT THE ENTIRE SUBDIVISION WHICH MEETS CITY OF OCOEE SPECIFICATIONS AS PART OF THE PROJECT INFRASTRUCTURE.` EACH FIRE HYDRANT SHALL BE OSHA YELLOW IN COLOR AND A BLUE REFLECTIVE MARKER SHALL BE AFFIXED TO THE STREET IN THE CENTER LANE CLOSEST TO THE HYDRANT. ALL ONSITE UTILITIES, INCLUDING ELECTRICAL, CABLE TV AND TELEPHONE, WILL BE PLACED BELOW THE GROUND. ALL SANITARY SEWER MAINS TO BE 8" MINIMUM. ALL WATER MAINS TO BE 6' MINIMUM, ALL UNDERGROUND UTILITIES WILL COMPLY WiTH ORDINANCE X195-17, WHICH REQUIRES PEDESTAL -MOUNTED UTILITY BOXES TO BE PLACED BACK OFF THE STREET, NO MORE THAN 5 FEET FORWARD OF THE FRONT BUILDING SETBACK UNE, ON ALL RESIDENTIAL LOTS WHICH ARE LESS THAN 70 FEET IN WIDTH WHERE THE LOT ABUTS THE STREET RIGHT OF WAY LINE. 23. SIDEWALKS THE DEVELOPER SHALL CONSTRUCT APPROPRIATE CURB CUTS TO ENABLE CONSTRUCTION OF RAMPS AT ALL RIGHTS-OF-WAY INTERSECTIONS (AND OTHER AREAS AS REASONABLY REQUIRED) IN ORDER TO ACCOMMODATE ACCESS TO SIDEWALKS AND STREETS FOR PERSONS WHO ARE IN WHEELCHAIRS AND OTHER PERSONS WHO ARE PHYSICALLY CHALLENGED. SIDEWALKS ABUTTING EACH PLATTED LOT SHALL BE CONSTRUCTED AT THE 71ME A HOUSE IS CONSTRUCTED ON THE LOT. WHEN SIDEWALKS ARE CONSTRUCTED ON CORNER LOTS AT CERTAIN LOCATIONS, THE SIDEWALKS WILL BE EXTENDED TO THE CURB AT THE APPROPRIATE RAMPS WILL THEN BE CONSTRUCTED. SIDEWALKS ADJACENT TO COMMON AREAS SHALL BE CONSTRUCTED AT THE TiME OF PERMANENT CONSTRUCTION OF ADJACENT COMMON AREAS. SIDEWALKS ALONG MAGUIRE ROAD AND ALONG MOORE RD SHALL BE COMPLETED PRIOR TO ISSUING THE CERTIFICATE OF COMPLETION FOR THE ADJACENT PHASE OF DEVELOPMENT. SIDEWALKS ALONG THE NORTH SIDE OF "A" BLVD AND THE EAST SIDE OF MAGUIRE RD FROM "A" BLVD SOUTH SHALL BE INSTALLED WITH THE FIRST PHASE OF RESIDENTIAL DEVELOPMENT. 24. EXCEPT AS SPECIFICALLY NOTED ON THIS PRELIMINARY SUBDIVISION PLAN, DEVELOPMENT OF THIS PROPERTY SHALL BE CONSISTENT WITH THE REQUIREMENTS OF THE CITY OF OCOEE CODE. 25. THERE SHALL BE NO ACCESS FROM THE PROJECT TO ANY PUBLIC ROADS EXCEPT AT THE APPROVED LOCATIONS SHOWN ON THE PLAN. 26. ANY DAMAGE CAUSED TO ANY PUBLIC ROAD AS A RESULT OF THE CONSTRUCTION ACTIVITIES RELATED TO THE PROJECT, SHALL BE PROMPTLY REPAIRED BY THE DEVELOPER TO THE APPLICABLE GOVERNMENT STANDARDS AT THE DEVELOPER'S SOLE COST AND EXPENSE. 27. AN OVERALL SUBDIVISION PLAN SHALL BE AVAILABLE FOR REVIEW BY PROSPECTIVE BUYERS IN ALL RESIDENTIAL SALES OFFICES. 28. ALL EXISTING STRUCTURES (INCLUDING BUILDINGS, POWER LINES, EXISTING AERIAL AND UTILITY FACILITIES) WILL BE REMOVED AND/OR TERMINATED PRIOR TO OR DURING CONSTRUCTION OF THE DEVELOPMENT REPLACING THOSE USES. 29. ALL ROADS WILL BE PRIVATE. 30. THE DEVELOPMENT OF THIS PROJECT WILL INCORPORATE THE STORMWATER NEEDS OF ALL PUBLIC AND PRIVATE ROADS WITHIN THE PROJECT. 31. EACH PHASE OF DEVELOPMENT SHALL STAND ON ITS OWN WiTH RESPECT TO PUBLIC SERVICES (SEWER, WATER, STORMWATER MANAGEMENT, ACCESS AND OTHER RELATED SERVICES). 32. TO THE EXTENT ANY LIFT STATIONS ARE REQUIRED ON THE PROPERTY THEY WILL BE CONVEYED AT THE TiME OF PLATTING. ALL SUCH UFT STATIONS SHALL BE FENCED WITH BLACK, VINYL CHAIN-UNK FENCE, WITH POSTS AND RAILS PAINTED BLACK, AND SHALL BE SET BACK NO LESS THAN 25' FROM ANY STREET. SUCH LIFT STATIONS SHALL ALSO BE SCREENED WITH HEDGE -TYPE SHRUBBERY, SUCH AS VIBURNUM OR LIGUSTRUM. 33. STREET LIGHTS WILL BE INSTALLED BY THE DEVELOPER, AT THE DEVELOPER'S SOLE COST AND EXPENSE, PRIOR TO A CERTIFICATE OF COMPLETION BEING ISSUED, AND THE COST OF OPERATIONS WILL BE ASSUMED BY THE DEVELOPER IN ACCORDANCE WITH ORDINANCE NO. 95-17. 34. THE LEGALLY ASSIGNED NAME FOR THE SINGLE-FAMILY PORTION OF THE SUBDIVISION IS "WESTRIDGE". PURSUANT TO ORDINANCE NO. 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 CITY COMMISSION. 35. THE SECOND REVISED LAND USE PLAN REPLACES AND SUPERSEDES ALL PRIOR LAND USE PLANS RELATING TO THE PROPERTY. 36. EITHER A HOMEOWNERS ASSOCIATION OR A PROPERTY OWNERS ASSOCIATION SHALL MAINTAIN THE LANDSCAPING AND IMPROVEMENTS WITHIN THE WALL AND LANDSCAPE EASEMENTS WITHIN THE PROPERTY, EXCEPT THAT ALL LANDSCAPING ON THE INTERIOR OF ALL WALLS SHALL BE MAINTAINED BY THE INDIVIDUAL LOT OWNERS. 37. ALL COMMERCIAL PARCELS SHALL BE DEVELOPED WITH THE STANDARDS SPECIFIED IN ORDINANCE #99-23, AS AMENDED, EXCEPT AS OTHERWISE SPECIFIED IN THE PIANS AND CONDITIONS OF APPROVAL FOR THIS PUD. 38. PERMITTED USES WITHIN THE COMMERCIAL PORTION OF THIS PUD SHALL BE THOSE LISTED IN THE LAND DEVELOPMENT CODE AS PERMITTED USES IN AREAS WITHIN A C-2 ZONING DISTRICT. HOWEVER, EVEN THOUGH THE FOLLOWING USES WOULD NORMALLY BE PERMITTED IN A C-2 ZONING DISTRICT, THESE USES SHALL NOT BE PERMITTED WITHIN THIS PUD: AUTOMOBILE SALES (NEW OR USED), AUTOMOBILE REPAIR OR SERVICE STATIONS, AUTOMOBILE REPAIR, HOTEL OR MOTEL, MOVIE THEATERS, CONVENIENCE STORES WITH GAS SALES, LIQUOR STORES, MINIATURE GOLF/DRIVING RANGE, PAWN SHOPS, DRIVE-IN RESTAURANTS WiTH PICK-UP WINDOWS AND CHECK CASHING ESTABLISHMENTS AS A CONDITION OF THIS PUD, ANY USES THAT WOULD BE PERMITTED AS A SPECIAL EXCEPTION IN A C-2 DISTRICT WILL REQUIRE SPECIAL EXCEPTION APPROVAL. 39. PERMITTED USES WITHIN THE SINGLE FAMILY RESIDENTIAL PORTION OF THIS PUD SHALL BE THOSE LISTED IN THE LAND DEVELOPMENT CODE AS PERMITTED USES IN AREAS WITHIN THE SINGLE FAMILY ZONING DISTRICTS. AS A CONDITION OF THIS PUD, ANY USES THAT WOULD BE PERMITTED AS A SPECIAL EXCEPTION IN SINGLE FAMILY DISTRICTS WILL REQUIRE SPECIAL EXCEPTION APPROVAL. 40. THE LARGE CONSERVATION AREA IN THE SOUTHWEST CORNER OF THE SITE (ALL OF THE WETLANDS AS WELL AS THE 25 -FOOT AVERAGE UPLAND BUFFER AREA ADJOINING THE WETLANDS) SHALL BE OWNED AND MAINTAINED BY THE HOMEOWNERS ASSOCIATION. A CONSERVATION/DRAINAGE EASEMENT OVER THE EN11RE AREA SHALL BE DEDICATED TO THE CITY OF OCOEE. THE EASEMENT DOCUMENT WILL BE PREPARED BY THE CITY AND SHALL BE EXECUTED BY THE OWNER AND RECORDED AT THE 11ME OF PLATTING. 41. THE 6' BRICK WALL ALONG MOORE ROAD AND 71H STREET WILL BE CONSTRUCTED AT LEAST 5 FEET BACK FROM THE RIGHT-OF-WAY UNE WITHIN THE 10' WALL AND LANDSCAPE EASEMENT. SHADE TREES SHALL BE PLANTED ON THE OUTSIDE OF THE WALLS EVERY 50' ALONG THEIR ENTIRE LENGTH AND SHRUBS SHALL BE PLANTED ON THE OUTSIDE OF THE WALLS ALONG THEIR ENTIRE LENGTH. 42. ALL ON-SITE UTILITIES INCLUDING ELECTRICAL, CABLE TV AND TELEPHONE SHALL BE PLACED BELOW GROUND. 43. ALL COMMERCIAL AND OFFICE LOT USERS SHALL CONFORM TO THE MASTER ARCHITECTURAL, SIGNAGE, LIGHTING AND LANDSCAPE PACKAGE PLANS, WHICH WILL BE PROVIDED AS PART OF THE FINAL SUBDIVISION PLAN APPROVAL. 44. CONSERVATION TRACT "I" SHALL BE OWNED AND MAINTAINED BY THE WMPOA. A CONSERVATION/DRAINAGE EASEMENT OVER TRACT Y SHALL BE PROVIDED TO THE CITY OF OCOEE. THE EASEMENT DOCUMENT WILL BE PREPARED BY THE CITY AND SHALL BE EXECUTED BY THE OWNER AND RECORDED AT THE TiME OF PLATTING. 45. THE LANDSCAPE MEDIAN WITHIN 'A" BOULEVARD IN FRONT OF THE COMMERCIAL LOT WILL BE MAINTAINED BY THE WESTRIDGE COMMERCIAL PROPERTY OWNERS ASSOCIATION. THE LANDSCAPE MEDIAN WITHIN "A" BOULEVARD IN FRONT OF SINGLE FAMILY AND AT THE RESIDENTIAL ENTRANCE GATES WiLL BE MAINTAINED BY THE WESTRIDGE HOMEOWNERS ASSOCIATION. 46. ALL RETENTION PONDS WILL BE DESIGNED PER THE LDC TO BE UNFENCED. 47. THE DEVELOPER IS TO PROTECT AND PREVENT ANY DISTURBANCE, SILTATION, OR OTHER CONSTRUCTION WITHIN THE CONSERVATION AREAS (TRACT "I"). THAT AREA IS TO BE FENCED OFF DURING CONSTRUCTION AND SILT FENCES INSTALLED TO ELIMINATE ANY POSSIBILITY OF DISTURBANCE IN THE AREA DURING CONSTRUCTION. 48. DRAINAGE EASEMENTS BETWEEN LOTS ARE SHOWN FOR LOCATION ONLY. FINAL EASEMENT DIMENSIONS (WIDTHS) WILL BE SHOWN ON THE FINAL SUBDIVISION PLAN AND WILL BE SIZED TO MEET CITY REQUIREMENTS. 49. UNLESS OTHERWISE NOTED, A 5' UTILITY AND DRAINAGE EASEMENT WILL BE PLATTED ALONG ALL SIDE LOT LINES, AND A 10' UTILITY AND DRAINAGE EASEMENT ADJACENT TO THE STREET RIGHT-OF-WAY. 11' 50. NO PERSON SHALL UNDERTAKE LAND CLEARING OR THE REMOVAL OF ANY PROTECTED TREE WITHOUT FIRST OBTAINING A PERMIT FROM THE BUILDING DEPARTMENT. THE REMOVAL OF PROTECTED TREES SHALL BE MINIMIZED TO THE MAXIMUM EXTENT POSSIBLE AND NO AUTHORIZATION SHALL BE GRANTED TO REMOVE A TREE IF THE DEVELOPER HAS FAILED TO TAKE REASONABLE MEASURES TO PRESERVE SPECIMEN AND HISTORIC TREES, 51. NOTWITHSTANDING THE CONVEYANCE OF THE STORMWATER RETENTION PONDS TO AN ASSOCIATION OR ANY PROVISION TO THE CONTRARY CONTAINED IN THESE CONDITIONS OF APPROVAL, THE DEVELOPER SHALL REMAIN RESPONSIBLE FOR THE MAINTENANCE OF THE PROJECT'S STORMWATER MANAGEMENT SYSTEM (SWMS), INCLUDING ALL STORMWATER RETENTION PONDS, UNTiL SUCH TIME AS: (i) THE ENTIRE SWMS FOR THE PROJECT IS CONSTRUCTED AND APPROPRIATE CERTIFICATES OF COMPLETION ISSUED BY BOTH THE CITY AND THE SJRWMD, (ii) THE STORMWATER RETENTION PONDS INTENDED TO BE CONVEYED TO THE ASSOCIATION HAVE, IN FACT, BEEN CONVEYED TO THE ASSOCIATION, (iii) THE ASSOCIATION IS DESIGNATED AS THE MAINTENANCE ENTITY ON THE RECORDS OF THE SJRWMD, AND ALL TRANSFER RECORDS REQUIRED BY SJRWMD HAVE BEEN EXECUTED AND ACCEPTED BY SJRWMD, (iv) THE CITY HAS BEEN PROVIDED WITH A COPY OF THE DEVELOPER'S PROPOSED MAINTAINANCE PLAN WITH RESPECT TO THE SWMS. (v) THE CITY HAS BEEN PROVIDED WITH A WRITTEN STATEMENT FROM THE ASSOCIATION ACKNOWLEDGING RECEIPT OF THE DEVELOPER'S PROPOSED MAINTENANCE PLAN WITH RESPECT TO THE SWMS AND THAT THE ASSOCIATION IS RESPONSIBLE FOR THE MAINTENANCE OF THE SWMS. 52. THE DECLARATION OF COVENANTS, CONDITIONS AND RESTRICTIONS FOR THE SUBDIVISION (THE "DECLARATION") SHALL CONTAIN A PROVISION ALLOWING THE CITY OF OCOEE THE OPPORTUNITY TO LEVY, COLLECT, AND ENFORCE ASSESSMENTS FOR MAINTENANCE OF THE COMMON AREAS SHOULD THE ASSOCIATION FAIL TO DO SO OR SHOULD THE ASSOCIATION FAIL TO COLLECT ASSESSMENTS AT A LEVEL ALLOWING FOR ADEQUATE MAINTENANCE OF THE COMMON AREAS. 53. THE DECLARATION SHALL PROVIDE THAT THE ASSOCIATION SHALL AT ALL 11MES BE IN GOOD STANDING WITH THE FLORIDA SECRETARY OF STATE. 54. THE DECLARATION SHALL CONTAIN A 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 STORMWATER SYSTEM ACCOMPANIED BY AN ENGINEER'S CERTIFICATION THAT THE STORMWATER SYSTEM IS FUNCTIONING IN ACCORDANCE WITH ALL APPROVED PLANS AND PERMITS, TO THE EXTENT THAT ANY SUCH ENGINEER'S REPORT INDICATES ANY CORRECTIVE ACTION IS REQUIRED, THE DECLARANT SHALL BE REQUIRED TO DILIGENTLY UNDERTAKE SUCH CORRECTIVE AC110N AT THE DECLARANT'S EXPENSE AND TO POST A CASH BOND WITH THE ASSOCIATION FOR THE ESTIMATED COSTS OF SUCH CORRECTIVE ACTION. 55. THE DECLARATION SHALL CONTAIN A PROVISION THAT ANY AMENDMENT TO ANY PROVISION AFFECTING THE CITY OF OCOEE REQUIRES THE CONSENT OF THE CITY OF OCOEE IN AN INSTRUMENT RECORDED WITH THE AMENDMENT. 56. THE DECLARATION SHALL CONTAIN A PROVISION PROVIDING THAT THE STORMWATER SYSTEM WILL BE TRANSFERRED TO A RESPONSIBLE OPERATION AND MAINTENANCE ENTITY ACCEPTABLE TO THE CITY OF OCOEE IN THE EVENT OF DISSOLUTION OF THE ASSOCIATION AND THAT IF DISSOLUTION OCCURS WITHOUT SUCH APPROVAL THEN THE CITY OF OCOEE MAY CONTINUE TO LEVY AND COLLECT ASSESSMENTS AND IMPOSE LIENS WITH RESPECT THERETO NOTWITHSTANDING THE DISSOLUTION OF THE ASSOCIATION. 57. THE DECLARATION SHALL SPECIFICALLY PROVIDE THAT NO PROPERTY OWNED BY THE CITY OF OCOEE OR ANY OTHER GOVERNMENTAL ENTITY WITH THE SUBDIVISION SHALL BE SUBJECT TO ASSESSMENTS LEVIED BY THE ASSOCIATION. 58. THE DEVELOPER SHALL COMPLY WITH ORDINANCE NO. 2001-19 WHICH REQUIRES THE INCLUSION OF COMMUNITY MEETING ROOMS AS AN AMENITY FOR RESIDENTIAL SUBDIVISIONS. 59. CROSS ACCESS EASEMENTS TO BE PROVIDED FOR ALL COMMERCIAL LOTS AND DRIVE LANES WILL BE 24 FT WIDE WITH 6' RAISED CURB AT PAVEMENT EDGES. 60. AT ALL TiMES PRIOR TO THE DEVELOPMENT OF THE COMMERCIAL PORTION OF THE SUBDIVISION, THE DEVELOPER SHALL MAINTAIN A SIGN ON THE COMMERCIAL TRACT AS NOTICE TO SINGLE-FAMILY PURCHASERS THAT A PORTION OF THE SUBDIVISION WILL BE DEVELOPED FOR COMMERCIAL AND OFFICE USES. THE SIGN WILL BE A MINIMUM OF 32 SQ. FT. AND BE PLACED FACING MAGUIRE ROAD IN A LOCATION APPROVED BY THE CITY OF OCOEE. 61. THE LEFT TURN LANE SOUTH BOUND ON MAGUIRE ROAD AND THE RESTRIPING OF THE NORTH BOUND TWO LANES ON MAGUIRE ROAD WILL BE CONSTRUCTED BY THE DEVELOPER WITH PHAS 1 AND THE CONSTRUCTION OF BOULEVARD "A'. THE RIGHT TURN LANES ON EAST BOUND MOORE ROAD WILL BE CONSTRUCTED BY THE DEVELOPERWITH THE FIRST BUILDING PERMIT WITHIN THE COMMERCIAL/OFFICE PARCELS, PROVIDED THE POWER POLES HAVE BEEN RELOCATED TO ALLOW CONSTRUCTiONOF THE TURN LANE. IN THE EVENT THE POWER POLES HAVE NOT BEEN RELOCATED AT THAT TIME. THEN THE RIGHT TURN LANE SHALL BE CONSTRUCTED AS SOON AS REASONABLY PRACTICAL FOLLOWING THE RELOCATION OF THE POWER POLES TO ALLOW CONSTRUCTION OF TURN LANE MOORE ROAD. 62. THE DEVELOPER SHALL PRE -PAY $100,000 OF ROAD IMPACT FEES APPLICABLE TO THE DEVELOPMENT PROPERTY UPON RECORDING OF THE FIRST PLAT. WITH THE FIRST PLAT OF THE PROPERTY THE DEVELOPER SHALL DEDICATE OR CONVEY TO THE CITY ADDITIONAL LAND ALONG ITS BOUNDARY WITH (1) MAGUIRE ROAD, NOT TO EXCEED TWELVE FEET (12') IN WIDTH TO ACCOMODATE FUTURE RIGHT TURN LANES INTO BOULEVARD "A" AND, WIDTH INTERRUPTION, THEN INTO COMMERCIAL LOTS 154 AND 155, THEN CONTINUING THROUGH WITHOUT INTERRUPTION TO MOORE ROAD: AND (2)MOORE ROAD, NOT TO EXCEED TWELVE FEET (12') IN WIDTH TO ACCOMODATE RIGHT TURN LANES INTO THE FIRST TWO ACCESS POINTS SHOWN ON THE PSP WITHIN THE COMMERCIAL DESIGNATED PORTION OF THE DEVELOPMENT PROPERTY. THE RIGHT TURN LANES OFF MAGUIRE ROAD ARE TO BE CONSTRUCTED IN THE FUTURE BY THE CITY OR OTHERS, NOT TO INCLUDE THE DEVELOPER, AND THE RIGHT TURN LANE ALONG MOORE ROAD IS TO BE CONSTRUCTED BY THE DEVELOPER CONSISTENT WITH PLANS APPROVED FOR THIS PROJECT. NOTHING HEREIN SHALL BE CONSTRUED AS IMPOSING AN OBLIGATION UPON THE CITY TO CONSTRUCT, OR TO REQUIRE ANOTHER TO CONSTRUCT, THE NORTH BOUND RIGHT TURN LANES ALONG MAGUIRE ROAD. 63. THE AFOREMENTIONED $100,000 PAYMENT IS TO BE USED BY THE CITY, ALONG WITH SHARING CONTRIBUTIONS OF OTHER INTERSECTION BORDERING PARTICIPANTS, FOR IMPROVING THE INTERSECTION SIGNAUZATiON AND MASTING SIMILAR TO WHAT WAS CONSTRUCTED AT OTHER INTERSECTIONS TO THE NORTH ON MAGUIRE ROAD. F: \Proi9-\97194\ENGadmin\Prod\EP020.doc THESE DRAWING ARE SIGNED AND SEALED IN COMPLIANCE WITH CITY OF OCOEE REQUIREMENTS. THESE DRAWINGS ARE PRELIMINARY SUBDIVISION PLANS AND ARE NOT CONSTRUCTION PLANS. Waiver Table (Single Family) Code Section Code Standard Proposed Standard Tract A Lift Station Orange Crit Orange Crit Tract B IRecreation Stormwater & Open Space & WHOA WMPOA Tract C Stormwater & Open Space & Recreation WHOA WMPOA Tract D Stormwater & Open Space & Recreation WHOA WMPOA Tract Tract Not Used - - -- ---- Tract F Roads & Utilities WCPOA WCPOA Tract G Landscape/Signage WCPOA WCPOA Tract H I Landscape/Signage WCPOA WCPOA Tract I I Conservation & Draina a WMPOA WMPOA Tract J Future Ri ht of Way Ocoee Oran a Cnt Ocoee Dedicate to Cit Tract K Future Riclht of Way Ocoee Oran a Cnt Ocoee Dedicate to Cit Tracts L&M Future Riclht of Way Ocoee Ocoee Dedicate to Cit Easements Use Grantee Maintenance GL AA - WET +CON + NWB + FP 59.720 ac 17.5' in Lots 153-156 Utilities & Drainage Lots 153-156 WCPOA 12.5 in Lots 153-156 Cross Access Lots 153-156 WCPOA 25' in Lots 153-156 Landscape Buffer WCPOA WCPOA Over Tract F Public Services, Utilities City of Ocoee, Fire, Police & Service Providers WCPOA 5' on Lots 84-108 Fence/Landscape Buffer WHOA WHOA 25' on Lot 153 Wall/Landscape Buffer WCPOA WCPOA 5' in Lots 148-152 Wall Access & Maint. WCPOA WCPOA 10' in Lots 108 - 148 Wall/Landscape Buffer WHOA WHOA 10' +/- at Tract A Utility at lift station Orange Crit Orange Cnt Over Tracts B, C, D Stormwater Lots 153-156, WMPOA & Ocoee WMPOA Over Tract I Conservation & Drainage SJRWMD & Ocoee WMPOA N/A Blvd. Medians Ocoee WCPOA WHOA 5' all side lot lines Drainage & Utility Ocoee/WHOA Utilities Ocoee WHOA Lot Owner User 10' adjacent r w Draina e & Utility Esmt Ocoee/WHOAU til ities Ocoee WHOA User 20' in Tract F Drainage Lots 153-156, WMPOA & Ocoee WMPOA 0' on Lots 87 and 88 Draina a Esmt Ocoee/WHOA WHOA 10' on Lots 41, 42; 53 54 68 69 81 & 82 Drainage Esmt Ocoee WHOA WHOA 15' on Lots 22 & 23 Drainage Esmt City of Ocoee WHOA WHOA 7.5' in Iots109 & 110 Utility Esmt Orange Crit Oran a Crit 7.5' on Lots 124 & 125 Utilit Esmt Cnty Orange Crit Required Amenities .Orange 101-200 units require 3 3 Notes: Re uired Useable Open Space UOS\R 30% of OSR-R 3.728 ac. WMPOA Westrid a Master Property Owners Association UOS\13 WCPOA Westrid a Commercial Property Owners Association 3.912 WHOA Westrid a Homeowners Association Unless otherwise provided for in the Second Amendment to Second Developer Agreement, tracts to be conveyed to the City, County or onV of the owners association shall be conveyed by S ecial Warranty Deed free and clear of liens and encumbrances at the time of platting. Tract "A" Lift Station Easement holders are responsible for 0 & M of facilities installed for their use within easement areas. Waiver Table (Single Family) Code Section Code Standard Proposed Standard Justification for Waiver Citation SA 9 w 76.339 Article IV, Required recreation area of 2.30 ac The 3.7 acre lake area is adjacent Section 4-5L(4) 57. of gross land area Adjusted Pro erty ,area to and integral with the Park and SA -PRW (2.48 ac) ac enhances the amenity Article VII, No development within 25ft Upland Buffer to be an average of 25ft. Upland and Wetland preservation and mitigation for impacts will be Section 7-4B. of wetland boundaries All Wetland mitigation shall be on-site. consistent with SJWMD and ac Natural Water Bodies at NHW NWB City of Ocoee permitting 0.000 ac Fenced Stormwater M mnt Areas requirements. SITE DEVELOPMENT DATA Code Section Code Standard Proposed Standard Justification for Waiver Total Site Area SA 9 w 76.339 ac Propos d R -O -W Tracts J K L M• See Below PRW J+K+L+M 1.438 ac Adjusted Pro erty ,area AA SA -PRW 74.901 ac Wetlands Area(per SJRWMD WET r- d0- 11-11 14.084 ac Conservation Area wetland buffer CON Wetland Buffer WB 1.097 ac Natural Water Bodies at NHW NWB Wetland and buffer preservation on 0.000 ac Fenced Stormwater M mnt Areas FSM Article IV, 0.000 ac Flood Prone Areas FP / Q 0.000 ac 100 Year Flood(per FEMA 100E 0.000 ac 50' SBL MAGUIRE ROAD LLJ z City requirement for 12' Section 4-5M(3) ARTERIAL) Gross Land Area Total GL AA - WET +CON + NWB + FP 59.720 ac Net Land Area NL GL - I 10OF-NWB +FSMJ 59.720 ac Gross Land Area Commercial Office GLC 8.797 - (L+M) 8.500 ac Net Land Area Commercial Office NLC =^ F- 8.500 ac Commercial Entryt Rd at Frontage CR 6 1.520 ac Gross Land Area Residential lGLR GL -GLC -CR 49.7001 ac Net Land Area Residential INLR I 1 49.700 ac W 0 Q W Q Allowable residential Units at 4 per GLR AU 4 per acre of GLR= GLR x 4 199 units Proposed Residential Units PU } M 152 units Gross Residential Density GDR PU GLR 3.058 units/gr ac Net Residential Density NDR PU NLR 3.058 units/net ac 0 en S ace Residential Required OSR R 257. of GLR 12.425 ac Open Space Residential Provided OSR P B+C+D+E+G+H+YD+RWG 27.417 ac Total Recreation Active & Passive Required REC R 5% GLR 2.485 ac Recreation Center Provided (Park) PRK 2.300 ac Total Recreation (Active & Passive) Provided REC\P PRK 2.300 ac Required Amenities 101-200 units require 3 3 Amenities Re uired Useable Open Space UOS\R 30% of OSR-R 3.728 ac. Useable Open Space Provided UOS\13 REC P + K +TOB 3.912 ac. Tract "A" Lift Station A 0.033 ac. Tract "B" Stormwater, Open Sp. & Rec B 1.590 ac. Tract "C" Stormwater, Open Sp. & Rec C ; 2.716 ac. Tract 'b" Open Sp. & Rec D 2.3321 ac. Tract "E" Stormwater & Open Sp. E 3.677 ac. Tract "F" Roads & Utilities F 5.329 ac. Tract "G" Landscape Si nae G .0382 ac. Tract "H" Landscee "Si nae H 0.059 ac. Tract "I" Conservation & Open Space 1 WET +CON 15.181 ac. Tract "J" Prop. ROW Moore/7th J 0.029 1 ac. Tract "K" Prop. ROW 7th ave inc. to 60ft K 1.112 ac. Tract "L" Prop. ROW Maguire south of entry L 0.050 ac. Tract "M" Prop. ROW Maguire & Moore M 0.247 ac. Yards(Building Setbacks YD 13.700 ac. Right -of -Way Green Areas RWG 3.020 ac. Waiver Table (Commercial/Office) Code Section Code Standard Proposed Standard Justification for Waiver Citation F- 3aa< 9 w Z Article IV, Access driveway separation of Allow driveway separations of less Necessary for traffic circulation for Section 4-5M(4) 350 -ft. from arterial street than 350 -ft. from arterial street (163 -ft. proposed site plan and consistent in ) +/- and 337 -ft. +/- measured along with findings of traffic study by ::) (n r- d0- 11-11 north right-of-way line) from Maguire Glatting Jackson et al. Z) O Road right-of-way line i Article IV, Sidewalks required along all 6 -ft. sidewalk on north side only of Wetland and buffer preservation on Section 4-5M(7)(g) rights-of-way entry boulevard south side Article IV, 6 -ft. maximum wall height 7 -ft. wall proposed between office and Increased privacy desired between Section 4-5L(7) / Q residential commercial/office and single family Z U residential Article IV, 50' SBL MAGUIRE ROAD LLJ z City requirement for 12' Section 4-5M(3) ARTERIAL) 38' SBL additional right-of-way. Article IV,35 SBL MOORE ROAD o0 City requirement for 12' Section 4-5m(3) OLLECTOR) 23' SBL additional right-of-way. ao`I' = o OCUwO m 0 ZM ZZOZ W M W a< OO Z Z F- 3aa< 9 w Z a)d �t r, -i0�F acnw0 U Ua O a 0 m 0 Q O UJ a W in Y = 0 Z O F- 1 0_ M 0 La 0 Z O fn > W O_ ©©©M® (3(1) d 00 0 N 0 Z - o Z a)d �t r, W -q- 14- c0 0 m C7 if)Nto W I ) a W �- ::) (n r- d0- 11-11 ® Z) O Q i � t0 � N a0 (14 M ©©©M® (3(1) z 00 0 w m 0 Z - o Z a)d �t r, W -q- 14- c0 0 m C7 (fi> W I ) W W W �- ::) (n r- d0- 11-11 ® Z) O Q i � W Z O_ ~O (14 M J N W /V1 ( >- O Q / Q 0_' O J Z U co LL- (/) LLJ z Of Q C14 O ® z I a Q o0 F- Z CL I- Z_ u7 a. 3 9 1� C3.1 V Q Z H i - SV =^ F- W -17 W W O it 0) � 6 Q� 0 O >- m Zw W U 3:N ®(n> W Q W 0 Q W Q ZzCL } M ® ®WN C -D Ow 2� 3:0 UJ rn W 0 i .r z 0 ® o 0. > W ® LL- ft W W 0 W W ® Z) O 048 i O (/) ~O F- W Q >- Z Z U M W W a. 9 1� C3.1 V Q Z H i - Q o W -17 W W O it 0) � (n ^' ` 4 Ca I• U O � CI 11 W 0 O m W W V) <¢ Q wz � Z I- I--- J . J O W 0 W Z 3: z d (n 0 X 0 f - or2'PROPOSED M Z R/W DEDICATED CONSTRUCT 6' SIDEWALK o EAST SIDE OF MAGUIRE RO o TO "A" BLVD. O I- SEE MAGUIRE ROAD o CONSTRUCTION DWGS FOR INTERSECTION I IMPROVEMENTS n >- CURB INLET zN IE= 121.73 30 RCP W IE= 125.03 (18"RCP) O S IE= 121.72 (30"RCP) Q o Q I z PD U5 COMMERCIAL W ¢ Q�I M CONSTRUCT LEFT F TURN LANE cJj U O Z CURB INLET N IE= 120.94 (30 RCP w W IE= 124.05 (18"RCP) i Z S IE= 121.02 (30"RCP) ¢ PROPOSED ENTRY TO BELMERE O END OF MEDT Of 0 LL.. z RESTRIP TO PROVED FOR z 2 LANES NORTHBOUND TRACT M 0 12' PROPOSED R/W o TO BE DEDICATED U TO CITY O_ CURB INLET 0 N IE= 120.18 (30"RCP) p W IE= INACCESSIBLE f LLJ S IE= 120.18 (30"RCP) I U CONSTRUCT 5' SIDEWALK :D EAST SIDE OF MAGUIRE o ROAD TO SOUTH w PROPERTY LINE I � w PD 0° RESIDENTIAL F- O Z 12 >- ¢ 111 .3 TBM2 86 U CD z 3 o H OO U o- C7 H RIM DMH=125.46 � N IE= 119.66 (36"RCP) O S IE= 120.18 (36"RCP) w CL O Z U RIM DMH=125.03 EL N IE= 118.72 (36"RCP) 0 S /E= 116.09 (36"RCP) U LLI J U X W W E W > w N W NORTH C> R/W Z W6. F• MULTI- SI ¢ CONCRETE U PATHWAY o EXISTING I f vo GRADE - N ¢ 2% U) CUT Z U o Q z 0 O CONSTRUCT 5' SIDEWALK ALONG SOUTH SIDE OF MOORE ROAD FOR _ MAGUIRE ROAD TO 7TH AVE AND ISTRUCT RIGHT TURN LANE WILL NOT IMPEDE EXISTING DRAINAGE. PD CONSTRUCT LEFT TURN LANE RESIDENTIAL • PD 294 TRA T „F„ THESE DRAWING ARE SIGNED AND SEALED IN COMPLIANCE WITH CITY OF OCOEE _ 00 REQUIREMENTS. THESE DRAWINGS ARE cn PRELIMINARY SUBDIVISION PLANS AND ARE O OZZOL�Z U PD NOT CONSTRUCTION PLANS. -6 vi a zo RESIDENTIAL o < F N 00 0 Z N W M U o Z Z �W CONSTRUCT 5 SIDEWALK pp MULTI -FAMILY 258 259 2so 261 SOUTH SIDE OF MOORE ROAD IAL 6' MIN. - 7' MAX. BRICK WALL STREETS / TIU ES z a ) F f COMMERCIAL u 255 256 257 (ON RESIDENTIAL OTS) 299 292 293 �� o Z) off_', v. , &DRAIN E FOUND 2 IRON PIPE � ¢ 4 5' MIN ROM R/W LINE IN A 10 WALL I NE CORNER, sw 1/4 =M ( � o r E ROAD &LAND CAPE ESM MAINTAIN D BY W A Nm PER ORB 4343, PAGE 4532 _ . ._ - - x= ' _. _ _ . - . .. _ ., - . �... • - - -2 Q U C OUNTY ` N LINE, SW 1/4, SEC 32- 2-28 1 1 N� I ORANGE R -1 -AAA Y 3 - - - - - --- - - -14 - 15 132.37- --- --- --- - - 133.49 --- 133.76 --- --- --- --- --- -- SET RON ROD {� - - 132.09 132.60 132.61 EP(TYPZ 13370 134.2 134.56134.54 134.36 x 6• AND (CAP LB68 130.55 1 is 132.15 31.95 13 32.58 132.81 3.01 133.06 TC !YY 132.89 133:16 133.90 134.22 33 o FENCE CORNER x i a f+ a S R/W LINE N89 55 55 E 2547.37 TRACT J ---65'--- -- 65'--- --' e-" -- --- ----- ---65--- -- FSS --- -- &5'-- ---65--- ---f 5 --- -- 65 ------ 65' - i -------1-34'- ---� 5 I - - - 445' r-SS--------�3F�------- - - BARBED WIRE FENCE 1.0'S) , , RIGHT-OF-WAY 12 _ _ -; - - - - BSL, `� ITO BECONVEYEDTO 73 -l -,-BSL I - ----- -----t_IEL-- -B-AlM WIRE FENCE (1.0'S) r---, r---, r-- , r---, ---, r --� !----, ,--- r --, r ---i -I r------ IT- ----- I -- -- I r---1 r--� 1---� 1----! r-- r -- ,--- r -- �- -1F --1 r ---I r -- -------I --------- -I ,------- E CITY. METAL PLATE FOR II ( I I I I i I I I 1 1 I I i II II I I' \ I I I i I 1 I I I I I I I I I I I I / STOPPING WATER (DITCH TO EAST) „ 25 LANDSCAPE I I \� ,i ( ( U) \ ! TOP ELEV 130.0 „ II BUFFER &ESMT I \ I I I I i I . I I I I t% 1 rh �? I RIGHT IN FULL ACCESS I `2 1 I ( � I � I �' I � I : - I 1 I � `�' I I I �' 127 126 ., � u) / f , z , I I I I I ;� \ 147 146 145 144 143 142 138 j 1 137 j 1 136 T 1 135 1 1 134 11 133 1 1 132 11 131 1 1 130 I I I T 125 ,, 124 �' I o R=35.00' RIGHT OUT 11 11 5' WALL ACCESS & �-�- 148 \\ T I I I I I I I I I T I 141 T 1140 1139 11 1129 + 1 128 134.9 135.5 1 I // ' o I , 1 1 1 1 131.2 11130.9 11130.9 11131.1 11131.4 11131.6 I (131.9 I I 1 133.2 11133.7 11133.7 11133.5 I (133.2 11133.0 11133.3 11133.6 11133.9 1 ( I i 135 3 // I I a I i( ONLY i, MAINTENANCE ESMT 1 I i ��7¢ '\' / \ __j L__J L -_J L__J L__J L__J 1..._-�� 11321 1132.6 ( L.- -� L_ - J L__J L_ - J L_ - J L _ - � L_ J L_ - J L_-� 134.3 I 1 134.3 1 I .'J L_ 1 1 I i i I 1 \ / \' g0' 65' 65' 65' 65 65' L \ I ( J 65 65' 65 65 _ 70 65 66 66' \ ( 1 6$ 65 evil M /' 65 < X123 Ct KORNER I I LOT 154 i. I i I I o »" N V �2 �. �g6- `J w w w w I, 6 � PHASE 1 PHASE 2 0 �' \ I I I I I I B CIRCLE ._ I I N I 1 6f AC " " DSCAPE BUFFERrtJ � - - - � � 2 > , f 25 WALL / LAN • I I '' & ESMT W/ 7' BRICK WALL ON 1 I i I 149 M / b, I i RIGHT IN ONLY �' PROPERTY LINE TO BE BUILT WITH I it 11 SINGLE FAMILY INFRASTRUCTURE. I 13fl 325' ii, II LOT 153 I 1 b i o f "n I I� 4.7 AC I 1 I I 150,1 I ,I LOT 155 I I I 1.0 AC -."i � lirw-- 35' UTILITY & DRAINAGE ESMT I in I 151 I ;" - '_ 25' ACCESS ESMT WITH 10 FT I (25' LANDSCAPE BUFFER &ESMT I I I-14.0- J �1 NBLDG AND PAVEMENT SETBACKS 1 1 1 i i i i vON EACH SIDE OF PAVED ROADWAY 11 II I 325 I Lo I I a 15' LANDSCAPE I 152H,0) o1 r�'II -1 BUF''ER & ESMT FULL ACCESS� 125' 65' of FOUND PK NAIL I i z �--f 1131.2 o SEC 32-22-28 I I I I w 1 13 I Ld I I 65' I I 65' I I I 65' ¢ 28 29 U o) 1In z -�=�5-J F---1 I I 7 �' F---1 I 1 6 1----� I 1 5 0 L- 133- --I 1130.6 I I 30.8 11131.0 71 In I I U L --J I ----I I--- 125' 65' 65' TOP -.j 8 F----� ,-----I I So. e I M 73 r w 1 IZ' J L_ -14 1 75' 65' 86' F 7 F_ in/ I I I I I C,4 `- or2'PROPOSED M Z R/W DEDICATED CONSTRUCT 6' SIDEWALK o EAST SIDE OF MAGUIRE RO o TO "A" BLVD. O I- SEE MAGUIRE ROAD o CONSTRUCTION DWGS FOR INTERSECTION I IMPROVEMENTS n >- CURB INLET zN IE= 121.73 30 RCP W IE= 125.03 (18"RCP) O S IE= 121.72 (30"RCP) Q o Q I z PD U5 COMMERCIAL W ¢ Q�I M CONSTRUCT LEFT F TURN LANE cJj U O Z CURB INLET N IE= 120.94 (30 RCP w W IE= 124.05 (18"RCP) i Z S IE= 121.02 (30"RCP) ¢ PROPOSED ENTRY TO BELMERE O END OF MEDT Of 0 LL.. z RESTRIP TO PROVED FOR z 2 LANES NORTHBOUND TRACT M 0 12' PROPOSED R/W o TO BE DEDICATED U TO CITY O_ CURB INLET 0 N IE= 120.18 (30"RCP) p W IE= INACCESSIBLE f LLJ S IE= 120.18 (30"RCP) I U CONSTRUCT 5' SIDEWALK :D EAST SIDE OF MAGUIRE o ROAD TO SOUTH w PROPERTY LINE I � w PD 0° RESIDENTIAL F- O Z 12 >- ¢ 111 .3 TBM2 86 U CD z 3 o H OO U o- C7 H RIM DMH=125.46 � N IE= 119.66 (36"RCP) O S IE= 120.18 (36"RCP) w CL O Z U RIM DMH=125.03 EL N IE= 118.72 (36"RCP) 0 S /E= 116.09 (36"RCP) U LLI J U X W W E W > w N W NORTH C> R/W Z W6. F• MULTI- SI ¢ CONCRETE U PATHWAY o EXISTING I f vo GRADE - N ¢ 2% U) CUT Z U o Q z 0 O CONSTRUCT 5' SIDEWALK ALONG SOUTH SIDE OF MOORE ROAD FOR _ MAGUIRE ROAD TO 7TH AVE AND ISTRUCT RIGHT TURN LANE WILL NOT IMPEDE EXISTING DRAINAGE. PD CONSTRUCT LEFT TURN LANE RESIDENTIAL • PD 294 TRA T „F„ THESE DRAWING ARE SIGNED AND SEALED IN COMPLIANCE WITH CITY OF OCOEE _ 00 REQUIREMENTS. THESE DRAWINGS ARE cn PRELIMINARY SUBDIVISION PLANS AND ARE O OZZOL�Z U PD NOT CONSTRUCTION PLANS. -6 vi a zo RESIDENTIAL o < F N 00 0 Z N W M U o Z Z �W CONSTRUCT 5 SIDEWALK pp MULTI -FAMILY 258 259 2so 261 SOUTH SIDE OF MOORE ROAD IAL 6' MIN. - 7' MAX. BRICK WALL STREETS / TIU ES z a ) F f COMMERCIAL u 255 256 257 (ON RESIDENTIAL OTS) 299 292 293 �� o Z) off_', v. , &DRAIN E FOUND 2 IRON PIPE � ¢ 4 5' MIN ROM R/W LINE IN A 10 WALL I NE CORNER, sw 1/4 =M ( � o r E ROAD &LAND CAPE ESM MAINTAIN D BY W A Nm PER ORB 4343, PAGE 4532 _ . ._ - - x= ' _. _ _ . - . .. _ ., - . �... • - - -2 Q U C OUNTY ` N LINE, SW 1/4, SEC 32- 2-28 1 1 N� I ORANGE R -1 -AAA Y 3 - - - - - --- - - -14 - 15 132.37- --- --- --- - - 133.49 --- 133.76 --- --- --- --- --- -- SET RON ROD {� - - 132.09 132.60 132.61 EP(TYPZ 13370 134.2 134.56134.54 134.36 x 6• AND (CAP LB68 130.55 1 is 132.15 31.95 13 32.58 132.81 3.01 133.06 TC !YY 132.89 133:16 133.90 134.22 33 o FENCE CORNER x i a f+ a S R/W LINE N89 55 55 E 2547.37 TRACT J ---65'--- -- 65'--- --' e-" -- --- ----- ---65--- -- FSS --- -- &5'-- ---65--- ---f 5 --- -- 65 ------ 65' - i -------1-34'- ---� 5 I - - - 445' r-SS--------�3F�------- - - BARBED WIRE FENCE 1.0'S) , , RIGHT-OF-WAY 12 _ _ -; - - - - BSL, `� ITO BECONVEYEDTO 73 -l -,-BSL I - ----- -----t_IEL-- -B-AlM WIRE FENCE (1.0'S) r---, r---, r-- , r---, ---, r --� !----, ,--- r --, r ---i -I r------ IT- ----- I -- -- I r---1 r--� 1---� 1----! r-- r -- ,--- r -- �- -1F --1 r ---I r -- -------I --------- -I ,------- E CITY. METAL PLATE FOR II ( I I I I i I I I 1 1 I I i II II I I' \ I I I i I 1 I I I I I I I I I I I I / STOPPING WATER (DITCH TO EAST) „ 25 LANDSCAPE I I \� ,i ( ( U) \ ! TOP ELEV 130.0 „ II BUFFER &ESMT I \ I I I I i I . I I I I t% 1 rh �? I RIGHT IN FULL ACCESS I `2 1 I ( � I � I �' I � I : - I 1 I � `�' I I I �' 127 126 ., � u) / f , z , I I I I I ;� \ 147 146 145 144 143 142 138 j 1 137 j 1 136 T 1 135 1 1 134 11 133 1 1 132 11 131 1 1 130 I I I T 125 ,, 124 �' I o R=35.00' RIGHT OUT 11 11 5' WALL ACCESS & �-�- 148 \\ T I I I I I I I I I T I 141 T 1140 1139 11 1129 + 1 128 134.9 135.5 1 I // ' o I , 1 1 1 1 131.2 11130.9 11130.9 11131.1 11131.4 11131.6 I (131.9 I I 1 133.2 11133.7 11133.7 11133.5 I (133.2 11133.0 11133.3 11133.6 11133.9 1 ( I i 135 3 // I I a I i( ONLY i, MAINTENANCE ESMT 1 I i ��7¢ '\' / \ __j L__J L -_J L__J L__J L__J 1..._-�� 11321 1132.6 ( L.- -� L_ - J L__J L_ - J L_ - J L _ - � L_ J L_ - J L_-� 134.3 I 1 134.3 1 I .'J L_ 1 1 I i i I 1 \ / \' g0' 65' 65' 65' 65 65' L \ I ( J 65 65' 65 65 _ 70 65 66 66' \ ( 1 6$ 65 evil M /' 65 < X123 Ct KORNER I I LOT 154 i. I i I I o »" N V �2 �. �g6- `J w w w w I, 6 � PHASE 1 PHASE 2 0 �' \ I I I I I I B CIRCLE ._ I I N I 1 6f AC " " DSCAPE BUFFERrtJ � - - - � � 2 > , f 25 WALL / LAN • I I '' & ESMT W/ 7' BRICK WALL ON 1 I i I 149 M / b, I i RIGHT IN ONLY �' PROPERTY LINE TO BE BUILT WITH I it 11 SINGLE FAMILY INFRASTRUCTURE. I 13fl 325' ii, II LOT 153 I 1 b i o f "n I I� 4.7 AC I 1 I I 150,1 I ,I LOT 155 I I I 1.0 AC -."i � lirw-- 35' UTILITY & DRAINAGE ESMT I in I 151 I ;" - '_ 25' ACCESS ESMT WITH 10 FT I (25' LANDSCAPE BUFFER &ESMT I I I-14.0- J �1 NBLDG AND PAVEMENT SETBACKS 1 1 1 i i i i vON EACH SIDE OF PAVED ROADWAY 11 II I 325 I Lo I I a 15' LANDSCAPE I 152H,0) o1 r�'II -1 BUF''ER & ESMT FULL ACCESS� 125' 65' 65' FOUND PK NAIL I U ER W 1/4 CORNER �--f 1131.2 o SEC 32-22-28 I I I 11 I 12 1 13 I Ld I I 65' I I 65' I I I 65' ¢ 28 29 U o) 1In 0 -�=�5-J F---1 I I 7 �' F---1 I 1 6 1----� I 1 5 r -----I N' L- 133- --I 1130.6 I or2'PROPOSED M Z R/W DEDICATED CONSTRUCT 6' SIDEWALK o EAST SIDE OF MAGUIRE RO o TO "A" BLVD. O I- SEE MAGUIRE ROAD o CONSTRUCTION DWGS FOR INTERSECTION I IMPROVEMENTS n >- CURB INLET zN IE= 121.73 30 RCP W IE= 125.03 (18"RCP) O S IE= 121.72 (30"RCP) Q o Q I z PD U5 COMMERCIAL W ¢ Q�I M CONSTRUCT LEFT F TURN LANE cJj U O Z CURB INLET N IE= 120.94 (30 RCP w W IE= 124.05 (18"RCP) i Z S IE= 121.02 (30"RCP) ¢ PROPOSED ENTRY TO BELMERE O END OF MEDT Of 0 LL.. z RESTRIP TO PROVED FOR z 2 LANES NORTHBOUND TRACT M 0 12' PROPOSED R/W o TO BE DEDICATED U TO CITY O_ CURB INLET 0 N IE= 120.18 (30"RCP) p W IE= INACCESSIBLE f LLJ S IE= 120.18 (30"RCP) I U CONSTRUCT 5' SIDEWALK :D EAST SIDE OF MAGUIRE o ROAD TO SOUTH w PROPERTY LINE I � w PD 0° RESIDENTIAL F- O Z 12 >- ¢ 111 .3 TBM2 86 U CD z 3 o H OO U o- C7 H RIM DMH=125.46 � N IE= 119.66 (36"RCP) O S IE= 120.18 (36"RCP) w CL O Z U RIM DMH=125.03 EL N IE= 118.72 (36"RCP) 0 S /E= 116.09 (36"RCP) U LLI J U X W W E W > w N W NORTH C> R/W Z W6. F• MULTI- SI ¢ CONCRETE U PATHWAY o EXISTING I f vo GRADE - N ¢ 2% U) CUT Z U o Q z 0 O CONSTRUCT 5' SIDEWALK ALONG SOUTH SIDE OF MOORE ROAD FOR _ MAGUIRE ROAD TO 7TH AVE AND ISTRUCT RIGHT TURN LANE WILL NOT IMPEDE EXISTING DRAINAGE. PD CONSTRUCT LEFT TURN LANE RESIDENTIAL • PD 294 TRA T „F„ THESE DRAWING ARE SIGNED AND SEALED IN COMPLIANCE WITH CITY OF OCOEE _ 00 REQUIREMENTS. THESE DRAWINGS ARE cn PRELIMINARY SUBDIVISION PLANS AND ARE O OZZOL�Z U PD NOT CONSTRUCTION PLANS. -6 vi a zo RESIDENTIAL o < F N 00 0 Z N W M U o Z Z �W CONSTRUCT 5 SIDEWALK pp MULTI -FAMILY 258 259 2so 261 SOUTH SIDE OF MOORE ROAD IAL 6' MIN. - 7' MAX. BRICK WALL STREETS / TIU ES z a ) F f COMMERCIAL u 255 256 257 (ON RESIDENTIAL OTS) 299 292 293 �� o Z) off_', v. , &DRAIN E FOUND 2 IRON PIPE � ¢ 4 5' MIN ROM R/W LINE IN A 10 WALL I NE CORNER, sw 1/4 =M ( � o r E ROAD &LAND CAPE ESM MAINTAIN D BY W A Nm PER ORB 4343, PAGE 4532 _ . ._ - - x= ' _. _ _ . - . .. _ ., - . �... • - - -2 Q U C OUNTY ` N LINE, SW 1/4, SEC 32- 2-28 1 1 N� I ORANGE R -1 -AAA Y 3 - - - - - --- - - -14 - 15 132.37- --- --- --- - - 133.49 --- 133.76 --- --- --- --- --- -- SET RON ROD {� - - 132.09 132.60 132.61 EP(TYPZ 13370 134.2 134.56134.54 134.36 x 6• AND (CAP LB68 130.55 1 is 132.15 31.95 13 32.58 132.81 3.01 133.06 TC !YY 132.89 133:16 133.90 134.22 33 o FENCE CORNER x i a f+ a S R/W LINE N89 55 55 E 2547.37 TRACT J ---65'--- -- 65'--- --' e-" -- --- ----- ---65--- -- FSS --- -- &5'-- ---65--- ---f 5 --- -- 65 ------ 65' - i -------1-34'- ---� 5 I - - - 445' r-SS--------�3F�------- - - BARBED WIRE FENCE 1.0'S) , , RIGHT-OF-WAY 12 _ _ -; - - - - BSL, `� ITO BECONVEYEDTO 73 -l -,-BSL I - ----- -----t_IEL-- -B-AlM WIRE FENCE (1.0'S) r---, r---, r-- , r---, ---, r --� !----, ,--- r --, r ---i -I r------ IT- ----- I -- -- I r---1 r--� 1---� 1----! r-- r -- ,--- r -- �- -1F --1 r ---I r -- -------I --------- -I ,------- E CITY. METAL PLATE FOR II ( I I I I i I I I 1 1 I I i II II I I' \ I I I i I 1 I I I I I I I I I I I I / STOPPING WATER (DITCH TO EAST) „ 25 LANDSCAPE I I \� ,i ( ( U) \ ! TOP ELEV 130.0 „ II BUFFER &ESMT I \ I I I I i I . I I I I t% 1 rh �? I RIGHT IN FULL ACCESS I `2 1 I ( � I � I �' I � I : - I 1 I � `�' I I I �' 127 126 ., � u) / f , z , I I I I I ;� \ 147 146 145 144 143 142 138 j 1 137 j 1 136 T 1 135 1 1 134 11 133 1 1 132 11 131 1 1 130 I I I T 125 ,, 124 �' I o R=35.00' RIGHT OUT 11 11 5' WALL ACCESS & �-�- 148 \\ T I I I I I I I I I T I 141 T 1140 1139 11 1129 + 1 128 134.9 135.5 1 I // ' o I , 1 1 1 1 131.2 11130.9 11130.9 11131.1 11131.4 11131.6 I (131.9 I I 1 133.2 11133.7 11133.7 11133.5 I (133.2 11133.0 11133.3 11133.6 11133.9 1 ( I i 135 3 // I I a I i( ONLY i, MAINTENANCE ESMT 1 I i ��7¢ '\' / \ __j L__J L -_J L__J L__J L__J 1..._-�� 11321 1132.6 ( L.- -� L_ - J L__J L_ - J L_ - J L _ - � L_ J L_ - J L_-� 134.3 I 1 134.3 1 I .'J L_ 1 1 I i i I 1 \ / \' g0' 65' 65' 65' 65 65' L \ I ( J 65 65' 65 65 _ 70 65 66 66' \ ( 1 6$ 65 evil M /' 65 < X123 Ct KORNER I I LOT 154 i. I i I I o »" N V �2 �. �g6- `J w w w w I, 6 � PHASE 1 PHASE 2 0 �' \ I I I I I I B CIRCLE ._ I I N I 1 6f AC " " DSCAPE BUFFERrtJ � - - - � � 2 > , f 25 WALL / LAN • I I '' & ESMT W/ 7' BRICK WALL ON 1 I i I 149 M / b, I i RIGHT IN ONLY �' PROPERTY LINE TO BE BUILT WITH I it 11 SINGLE FAMILY INFRASTRUCTURE. I 13fl 325' ii, II LOT 153 I 1 b i o f "n I I� 4.7 AC I 1 I I 150,1 I ,I LOT 155 I I I 1.0 AC -."i � lirw-- 35' UTILITY & DRAINAGE ESMT I in I 151 I ;" - '_ 25' ACCESS ESMT WITH 10 FT I (25' LANDSCAPE BUFFER &ESMT I I I-14.0- J �1 NBLDG AND PAVEMENT SETBACKS 1 1 1 i i i i vON EACH SIDE OF PAVED ROADWAY 11 II I 325 I Lo I I a 15' LANDSCAPE I 152H,0) o1 r�'II -1 BUF''ER & ESMT FULL ACCESS� 125' 65' 65' 65' r- - - - - __l - _ I I M 10 1---� 113 .0 �--f 1131.2 I --� I (131.4 I I 11 I 12 1 13 I L --+9_s -J I I 65' I I 65' I I I 65' in I I - 0 9 r- ----I Lo1 M 51 �� o) 1In r -r ----I o -�=�5-J F---1 I I 7 �' F---1 I 1 6 1----� I 1 5 r -----I N' L- 133- --I 1130.6 I I 30.8 11131.0 71 In I I L�----J L --J I ----I I--- 125' 65' 65' 88' 65' 65' 110' 75' 65 1 N - w 125 E i---� . r -- H -� r ---I r ---I r,� ,��� �Z5 �� f �� �,/ I 10 0 0 0 1318 , ,) 133.7 1 11133.7 1 I 17 I n 1 133.3 ( 1 133.6 I 1 �\�'1 . til 1 - i 8S, co 122, I I w >- >_ > 1 N I = I-- I - 30 - J to14 OPEN 15 I 16 _ ,J I 59 i 60 \ 1.� 0 w I v, rn\ 62 63 cs �- "--� x /• PLAY T T I T 11-0- I '1" I T \ I ' I \ QPM AREA L__J L__J r- - - --I LJ LJ I 61 \ -! I I o \ o �� L_ , 0L 121 I I� w w w w 65 65 in 1 18 oo I 'n 75' 65 31" i _ �- -" 7- - I ( I z d a_ EL IZ ss' PARK o I Mit° ----� . fs3--', �s �l r --- -I ---- L-42V-� SEE SHT LA -05 L 1�'-�-I '0 1 "'• I i bo I I a� I r---- -, W o 0 0 0 TOT LOT r- `° 1 58r I 37 ,�' '� 1 86 1 `O I 64 0�4 I rn 1 120 I _ 15' S/W EXISTING t L o 00 Q ACT »E» I H ig I �� --� r 1 �' /,,\ `J� r, ��- } ,_ J I Co `o N o0 2019� OPEN SPACE F- 130_ J I ncl-)4 57 I to i 38 „� 1 to l ,`�° D� 7 „ rd `- r Q I d- 10 N- o 1 i I I 1 � » » � �. & REC � I o0 j - L 13-0' J L '� / to L M 85 / � � 65 d; � N `° % i, lh a- I z J 1 I I I �. / to n ..�-I-.• cn ' II 5' sl I , C CIRCLE o ,c "' x >o I J I LOT 156 I yJ 2 B- - - I ` COMMUNITY L r J W / I ORANGE COUNTY (n 00 m I, _ REA 2.3A o I 20 2Fl-X LOT J Y II -r_ I 3, m I 1.1 AC o Iii 1 1 _ i_ _ ( I i a U. -1 'd I I m I �1 -� in 11 `� ,/ i m U w IoI , `��� I _ -- -- WITH REST (- __� I I 8 i+1 / M /N ^/ 7 "� I Z O rn 65 89" % ROOM o I �, 56 1 39 I v ^ I _ a, I ^ 66 �' a� / °' i R -1 -AAA o m Lj- 1 RIGHT IN "' I' 460' I (I �'% I RIGHT OUT ONLY 'y ,- 25 �S� \� Ji `. I _ �130.8� 131.0 , 4 r,^ i; ROOMS I 21 °4 L 133= J 1 to U L - Ito L � _� / 118 i X a - o I » �'I ,► q B 1 - .I .I I I. I M o __ L 12- 1 - J � 1¢ W W d z r- i (TRACT H � � w >I (LANDSCAPE t` PRIVATE �o "F" TRACT "B» q I 3 f L 1 J_-_ �m O yr SIGNAGE STORMWATER I I I I f Pool N- i__ ^ 55 1^ 1 40 N I �' _ PAVILION I o I ZS L__J L__J f� 4 l -1 t I o &OPEN SPACE ss' 76' I 00 a I L 13�- -� L , ' ' t <- I 22 M , 55 30 .`a., f• rr SMA 1 N\ 0 lin ___l_ -- ,L► 2 0 tom„ SECURITY \ _ 11-2, ._ GATES WETLAND LINES BASED ON FLAGGING .� ., i^�-�----- ---r- AND/OR TOP OF DITCH PER �� �^ - - -Ifo 23 1 Fo BREOLOVE DENNIS AND ASSOC �6/10/87 .� I l l cJn L 1+0,- J 24' TRACT "D" R 1r. impa L - ; STORMWATER & I area 118 .:` OPEN SPACE 101 24 I 2o'oE AREA 3.7AC TRACT "G"J WETLAND BUFFER TRACT "G" A. LANDSCAPE/SIGNAGE PERMITTING LINE = - - J25 SMA 2 t� �URFACE� I tD LIMITS OF SIGNAGE ON TRACT G \ �o \\�' �� �\- 0, 87 �� �` 10 I 26 I u, f UTILITY ESMT \ \ ° o PER ORANGE ;/��, 'C, 6,�\\ p 36'/, 13-0' I d COUNTY REVT x s" TRACT "A" �: -���� o i - - i � o -',- TRACT "I" LIFT STATION ��,\\ $ \ �0 35 ; o I 27 a I o p CONSERVATION & OPEN SPACE °`� J • & DRAINAGE - \ 89 28 ll � 0000 Z Ho 54 j ro 11 41 l io I_ o L�-11 i , 112__ I I l �1I ^iM 42 e53 Hl 32' _j F; ----I I i� r ----I I I V) N 52 of � Ito 43 H o I l L- 133- J L- 11-2- -I r ---___l r- ----I Lo1 M 51 �� 44 Mato r -r ----I o 1 �2 J of 80 I� II I 70 MIS I M I �1 nc,�.4 50 �� 45��Co L- 133- --I L- 1 a-2 = J o 79 I I 71 In I I '01. 49 1,0046d-,'1 L �o 24' 50' I ! .. 0% \ \ 34 to _ MARSH' (WETLAND) -" \\� \' �� �\ 65' 65' 65' 76' 78 DRAINAGE ESMT a,\ 90 ��'� F -j F MEAN ANNUAL STAGE 121.95 SMA 3 `� \ ���' \ 3 O3 1 i I I 32 i 31 ► 30 I 29 I c o 148 1 �.'��' �� o N N � �� \ 7 I I SJWMD PERMIT NO. 6 . 132.1 132.5 132.8 133.0 �j 40-095-51747-2 impact s - __j I _ _ J L - -:j L �J » to \ S 65' 65' 65' 76 88' 83 I r,, to ^ 1 67 I � to CONCRETE LANDSCAPE PATHWAY 001 M 82 1�0o1 68Min ,1 IOW 8% MAX. I I I I r• I . ^l0v 81 I� I 69 MIto WOf Q Fes-- I- U r -r ----I o I -----I of 80 I� II I 70 MIS I M I < 1 I� 1 M I o 79 I I 71 In I I j '01 78 II � 11 72 "� '1 MI -.j L_ _1i_ ' J F----� ,-----I I aI ;r, 77 I M 73 leo 1 M to 1 IZ' J L_ -14 1 75' 65' 86' F 7 F_ in/ I I I I I C,4 `- 76 ! j 75 j 74 I=t 1134.1 / -f L_ - - -1 65' L- 14 _ r r J N ~3 I 0 0Lli - L - -3-2-0'- i Q M 00 r, W0 116----------- O n < _o ttpp M tip 24 L _ _ _ _ I FUTURE 7TH AVE V) ¢ ROADWAY BY V) I ORANGE COUNTY Qo 0a I �� w W N ACCESS = W Ile - SECONDARY N ---- r20 I x �-� W/ SECURITY GATES (n Z a 0 50' r M 00 (NO TURN LANES) o Z a N M 14 11 5 1 �� I xI BLLOT OCK 7Y" J Fwto - L - +2Qr - J j MAP OF GOTHA Z CL z PLAT BOOK "A", PAGE 39 ?� M114A-1L��� KALE, Pf J L 4-2$' _ J , 0 m o to I 113 I lni Ij Q MAIL BOX (25.CSI2'W)(APU) 3• w A to IllwL _ r ! cn ® (/)U :5TRACT "K" . I of ¢ In i "� 112 I;�� RIGHT-OF-WAY LLJ TO BE CONVEYED TO THE Q W ¢ } L- +2V- J ' CITY Z Z a m xr' 111 I � ®z oZ0 o W N a V 6' MIN. - 7' MAX. BRICK WALL W L - 42v - ' a (ON RESIDENTIAL LOTS) o X 5' MIN FROM R/W LINE IN A 10' WALL toI un & LANDSCAPE ESMT MAINTAINED BY WHOA 110 1 I 4!0 13 .93 LOT 8 area TRACT C a `� ", \ 9• __L___ 4 L_I BLOCK Y "'° \ i FM FM tr p0 Ap• M 4:1- r MAP OF COT14A } STORMWATER \�1 / �ii> \ /\ PLAT BOOK "A", PAGE 39 M & OPEN SPACE PHASE 1 PHASE 2 h T 15' U j FENCE LINE 92 / //� Ss• B CIRCLE N%'I I r r S / 109 �� x (30.4'W)(APU) ' 132.4 65 65 65' I � 1 65 65 60 `L 97 `9S•\ / / �� / / -1 1---� 1----, 1--- ,----, ,----1 ,--- 1 �-� x132.6 1 I 1 r----1 1--- x \i / 93 i 132.9 x y! // 132.2 (( 132.4 1 1 132.6 11132.8 11133.0 11133.2 1 (133.0 11132.8 I I I ib I (133.3 1 (133.7 11134.1 \ ! / 94 ;L I I I b l b l I I tb l 102 - 1 103 1 104 ;J, 1 I I 01, 1 \- -� --- 95 ' 96 - 97 98 99 b 100 d 101 - 1 I i I I 105 - 106 ' 107 �, I i CONNECT TO EXISTING ORANGE 0,L' `,L' I `� I I \ \ 108 (n COUNTY 10" FORCE MAIN 9° SETIRON ROD V L____J L__J L_ _j L__j L_ _j L__J L__J L - __l L L__J L__J L_ -J L_ -J 6TH STREET Z AND CAP #LB68 ' F < r r r r r r r r r r r ( o (SIDEWALK 1.9' W) S LINE, N 1/2, SW 1/4, SEC 32-22-28 - -106 - -65- - 65 - 5 - -65- _ 65 - 65 _ -65 _ - 65 - 65 - _65 _ _ 65 - 65' - -91 - - - - -130 - - I - "(PER PLAT BOOK PAGE 0 "A"' 39) /r 82714! _.... ---..._._._.._....._........--- --•---------------- �Z9�T� " -'-'----------------------------------------------------------------------------- -----ATTER--------------------------------- --- - 18"CMP (6.5'E) r_ ------ ------------------------ THE DEVELOPER AT HIS-- NOT PLATTED PAVB WIDTH VARIES CURB &GUTTER 15' DITCH RIGHT-OF-WAY (ORANGE COUNTY) PP(15.3'W)(APU) I ! •� NOT PLATTED EXPENSE WILL RELOCATE 15' DITCH RIGHT-OF-WAY ( ANGE UNT RANGE COUNTY SCHOOL BOARD DEED BOOK 411, PAGE 406 GUY WIRE 29.3'W)(APU) ( ! `5' CONC WALK OUTFALL STRUCTURE BLEEDER EL 121.39 EXISTING DITCH FROM CITY OF OCOEE PARK DEED BOOK 411, PAGE 405 TOP EL 123.60 f15.0 ACRE (JUNE ENGINEERING DWGS DATED 1/26/99 ORANGE COUNTY R/W TO " " FENCE ENDS AT E Z R-1 AA 110.1 ACRES APPROXIMATE ROAD TRACT F R/W R/W (6.8'N)(APU) Z WETLAND LINE SOUTH' OF L0.?A11ON STREETS / UTILITIES 50' SR%W & DRAINAGE j Q ® p J R%W PROPERTY' LINE.E 80' FENCE/LANDSCAPE BUFFER I ! 25 25' WOOD FENCE IN 5 FT 6' 17' 2' 18' 18' 2' t7 BY GE COUN NOW LIES ' ESMT. AT REAR OF RESIDENTAL O 4' 7' T7�2' 12' 2' 7 4' LOTS 94-108 CL 0 //IE= X121.30 24" RCP MULTI -USE S00\ OF R/W 3' OF ROAD LANDSCAPE SIDEWALK 2 2' SIDEWALK > PATHWAY NCRETE LANDSCAPE PROFILES 4'r-127 LL_ Z EXISTING SOD SOD � _ EXISTING 12" GRADE 12" ' GRADE 12" 12 PROFILE 12" Q �1� • GRADE 12 , MIAMI CURB GRADE 1-' \• I 2%_ Lj 8% MAX � & GUTTER 8% 1 2�� �2% 4:1 Mqk. 2%_ 8%MIN � MAX. 2% -EXISTING ' w � L� 1 EXISTING �% _,,.. - 4:1 GRADE v ` CUT IE= 121.16 (24" RCP) ---•-•-•- 27 2' MIN SOD REQUIRED BEHIND ALL CURB 80' 8' 12- 17' SOD/LANDSCAPE ,OD\ i ROAD DSCAPE 1 PROFILE TYPE 'D" t2" TYPE "D" 2R GRADE 2X it. ?I TYPE "A" CURB 114 MIN ,1AX_ I &GUTTER 2% _______________ 3'1 Mq� RLLGRADE 1-1/2" ASPHALTIC CONCRETE SURFACE COURSE (TYPE S-3) 8" SOIL CEMENT 6- STABILIZED SUBGRADE (FBV 50) 12" COMPACTED SUBGRADE TO 95% MAX. DENSITY (AASHTO T-180) "A" BLVD. ENTRANCE 2 LANE UNDIVIDED ROAD SECTION (80' R/W) NTS 17' 2' 9.33' 9 SOD\ LANDSCAPE 12-1 4' 2� I L 1-1/2" ASPHALTIC CONCRETE SURFACE COURSE (TYPE S-3) L8" SOIL CEMENT 12" COMPACTED SUBCRADE TO 95% MAX. DENSITY (AASHTO T-180) 6' STABILIZED SUBGRADE (FBV 50) "A* BLVD. ENTRANCE LB' STABILIZED SUBGRADE (FBV 50) 2 LANE DIVIDED ROAD SECTION (80' R/W) NTS EXISTING L41C- GRADE FILL EXISTING GRADE CUT II MULTI -USE SOD\ CONCRETE LANDSCAPE PATHWAY I 1 2% MIN .- O 2%_ 8% MAX. I CUT 24' TYPE 'A' CURB & GUTTER L1" ASPHALTIC CONCRETE SURFACE COURSE (TYPE S-3) 6" SOIL CEMENT 12" COMPACTED SUBGRADE 95% MAX. DENSITY (AASHTO T-180) 6" STABILIZED SUBGRADE (FBV 50) INTERNAL STREETS 2 LANE UNDIVIDED ROAD SECTION NTS 2' MIN SOD REQUIRED BEHIND ALL CURB 100' (. ROAD PROFILE TYPE "D" .2% GRADE 2% -----MIN N --------------------- MI ---- "D" FILL CONCRETE SIDEWALK SEE DETAIL 24' 2, 8, SOD\ 1 LANDSCAPE I �1zi. 3 L 1-1/2" ASPHALTIC CONCRETE SURFACE COURSE (TYPE S-3) 8" SOIL CEMENT 6" STABILIZED SUBGRADE (FBV 50) LL12" COMPACTED SUBGRADE TO 95% MAX. DENSITY (AASHTO T-180) "A" BLVD. ENTRANCE 6" STABILIZED SUBGRADE (FBV 50) 2 LANE DIVIDED ROAD SECTION (100' R/W) NTS : � M EXISTING GRADE - FILL zo w 3 w W U- � Q � O om ® :D O J O p I O WOf Q Fes-- I- U o Z U < j W of Q. zo w 3 w W U- � Q � O om 0 0 0 CL W V) 0 M f:5 W W (n < Q Q 3 Jzz F- ~J_j FT� 0L.1J U w ry=wry CL (n o x II 0 F- U) F- e z W z O z TOP ELE W So. BtL! H cn FOUND PK NAIL U W 1/4 CORNER Z SEC 32-22-28 W ¢ ea s = U = O (n = Ln _ o TRACT M z 12' PROPOSED R/W TO BE DEDICATED TO CITY 3 ONSTRUCT 6' SIDEWALK EAST SIDE OF MAGUIRE RW� oTO "A" BLVD. 0 �- SEE MAGUIRE ROAD o CONSTRUCTION DWGS FOR INTERSECTION IMPROVEMENTS F- a CL >_ CURB INLET zN IE= 121.73 30'RCP W IE= 125.03 (18"RCP) O S IE= 121.72 (30"RCP)PD 0 Q Q COMMERCIAL uj 0C®M W a cr_ M CONSTRUCT LEFT�� M TURN LANE U w 0 z CURB INLET Q N IE= 120.94 30 RCP W /E= 124.05 (18"RCP) Z S IF_= 121.02 (30"RCP) ¢ PROPOSED ENTRY TO BELMERE END OF MEDT O O u_ z CONNECT TO EXISTING�� z 16" WATER MAIN TRACT M ; 12' PROPOSED R/W �` a- TO BE DEDICATED 0 TO CITY O_CURB INLET .1 O N iE= 120.18 (30"XP) W !E= INACCESSIVLE U S IE= 120.18 (,37`RCP) Z UJ CONSTRUCT 5' SIDEWALK EAST SIDE OF MAGUIRE ROAD TO SOUTH w PROPERTY LINE PD m RESIDENTIAL 0 z � 1 37 U U z 3 a F- OO 0 FF - RIM DMH=125.46ry / W.. N IE= 119.66 (36"RCP) O S IE= 120.18 (36"RCP) w CL 0 z ¢ F- O D: RIM DMH=125.03 n N IE= 118.72 (36"RCP) O S IE= 116.09 (36"RCP) U Lli U) J U x w W F- Lij ry W U) W C-3 z vi FW-• U O U) O z V a J ¢ z O 61 .46CONSTRUCT 5' SIDEWALK ALONG RECORD DRAWING CERTIFICATION FOR PHASE REC A�TpIT 5ApW1R6* ,AMF1bRrf1NOf�I PH�A&0 SEAL 17 1 . Z 13 0 CONTRACTOR HEREBY CERTIFIES THAT THIS DRAWING HAS BEEN THIS �ECC11tDLjF6WIW IS'B'A19 0141 WORT T-nOIWPtEG4 FROM THE _ EO 00 38 SOUTH SIDE OF MOORE ROAD FOR MODIFIED TO SHOW ALL CHANGES TO THE ORIGINAL CONSTRUCTION CONTW �2JMEAAP ITS TI-1ECE5�jD��(RXM DAIR&S OF (n N X 130.36 X 13as6 MAGUIRE ROAD TO 7TH AVE AND DRAWINGS AND ACCURATELY REPRESENTS THE FINISHED CONSTRUCTION THE �� C� IC�ONE�AS P�D O Z O O z M BASED ON INFORMATION FURNISHED TO DONALD W. McINTOSH DETA j��[�ADE Z- Z 131.13 131.33 WILL NOT IMPEDE EXISTING DRAINAGE. PD ASSOCIATES, INC. ON MEA N Io OBSERVATIONS AND HAS z ( o s 1 TRUCLT-RIGHT TURN LANE � PI) OBSEE HAT'MPREAQiIY VISIBLE FACILITIEPHAVE BEEN REASONABLY 2 WF Q p Z_ Z ((r�� DETAIL DETAIL AND THAT CONSTRUCTION CONFORMS WITH ORANGE COUNTY DIN ACCORDANCE WIM THIS DRAWING. LOT GRADING IS THE F- I 130.28 ♦ RESIDENTIAL SUBDIVISION REGS SECS -34-210(1) & (2); SEE GENERAL N V F W' LLI !• ■I 129.33 coNc FLMSTIgUCT LEFT TURN LANE LIME `RESID �IBILITY OF THE BUILDER AND I5 NOT INCLUDED IN THIS CERTIFICATION. 3 Q ,� Q ' ! ••; 129.26 (NOT TO SCALE) (NOT T SCALE) 0 - PD ® i '■ ,CONSTRUCT 5' SIDEWALK PD - CONTRACT » " DONALD W. McINAU H ASSOCIATES, INC. p U N Q < 44 : f MULTI FAMILY 258 259 260 261 �� E F AUMORIZATION NO. 68 J 0 U Q 1 DETAIL SOUTH SIDE OF MO?DRE ROAD 6' MIN. - 7' MAX. BRICK WA L STREETS / TIL( ES CONNECT TIN Q a w Q ""'•" 255 256 257 ON R IDENTIAL OTS 292 293 Y: DATE: 8" WATE D S: DATE• o v = a coac FLUM COMMERCIAL : • s,. ( ) 291 ' ■ �' •., 4F OTES: U D 2" IRON PIPE Q (NOT TO SCAL %( LI NE ORP �- 5 M N ROM R W NE IN A 10 WALL p PER ORB 4343, PAGE 4532 • - E ROAD & LAN CAPE ESM MAINTAINED BY W A �1DZT2A2#E ORD D GUN S IS BLOCK IS COMPLETED ■ . ''(III • • • i.. �• Y-.: � .• c.r ;.-:. � .... _ _ ...._� - Q ,■ : N LINE, SW 1/4, SEC 32 -?2-28 I R -1 -AAA = y -.■, ■ • ■,• .■ •■•■• 3 ■ • 12 14 15 - - - - - - - - - - - - _ - _ - _ - _ 86B SET RON ROD --- --- - - --- - AND CAP L 2 &G FENCE CORNER 1_1_1 N89'5555"E 2547.37' arcH Tori BEGIN D►TLYi TO WEST `� TRACT "J h; 1DITCH a a iS : DITCH : DITCH S R/W LINE DITCH "� ----- -1111-- - r1111-- - -1111-- - --1111-- -- - -1111-- - 1111- -- ----- -- - -------- ------- - 8 RBED WIRE FENCE 1.0'S ------------ -- ---- ----- - ------------------------ ; i --------- - ---\\ RIGHT-OF-WAY _ 1111----111 ---- i ' I BARBED WIRf.'' FENCE (1.0'S) I °•.,,,, f i TO BE CONVEYED TO Y J. -METAL PLATE FOR I I TOPPING WATER (DITCH TO EAST) I I 1 13D I I 217-1- OO A OO O O0O OOO O O 0OW 0I THE CITY. P ELEV 130.0 RIGHT IN �, i "` FULL ACCESS I i A127 126 125 ' i ( z ■146 145 14 143 142 141 138 137 136 135 134 133 1 131 130 I i 124,i O R= 5.00' RIGHT OUT i i 5' WALL ACCESS & ,,1NN 48 131.6 140 139 133.2 133.7 133.7 133.5 1.133.0 33.3 133.6 .9 129 128 134.9 135.5 135.5 1 �13 I ONLYMAINTENANCE ESM ,�`b 131T30.9 130.9 131. 131.4 C� 131.9 134.3 1 1 S•3 I £ a FH ' ' >,123 j F C 'CORNER v) (n v) (n W v) 1.753 AC - - - - - • I dM I� -- 128_40 1111-- - �'-----�_ FH _ 1111 131.20 �^^"- -- 130_50 - S - - •133 S I S (1 E ( Z Z Z Z p O_ LOT 154 �' I m� I; o� FH S s� i!%�"� "B" IRCLE I I N w bi bi � U' 1.6± AC I I 4.776 AC I 0149 M »� ; 6�'i _._,,,_,__ \ - • I N 5; ! ; i a B- fig'" -20 `� °' I N O O O O I GHT IN ONLY 11 46 I Ii r 131.0 131.2 131. 13j 1' 133.7 133.7 q ,`,� 133.3 133.6 '� `* 122 � I � U U U U ' i i i : ■ • 0 10 OA 8 O 17 ,� sj c',> ; ' I 11 12 13 14 OPEN 15 16 59 60 \A LOT 153 , 0 14 , I O �o 0 6 w - A 150 4.7 AC r I I = v y q Q� 0158 7A//C� © © `� q 61 Mme: 6 2 0 121 A i I w w w w .■•., I, '" ��,�% 2.332( AV 18 N I ^ ! , a O 2 Q.. Q.. LOT 155 .0 1 129 ,� p PARK ® a p 9 A. I I 11� A`+ I i i w- 35 UTILITY &DRAINAGE -' A 151 J J ci I I ww4 A AO �q ~``� SEE SHT LA -05 I H58 ww 86 A0 1 I W o 0 0 0 I X25' ACCESS ESMT.W'TW10 FT , ' TOT LOT I 37 ,,� `� 0 64120 A 1 15 S/W EXISTING 1 i Lo 00 Q B P uE1VI�NT SETBACKS to `M o 6 5 %- . II ON EACH,. D ROADWAY 1 10-9- �yZi FH f M CV CV p I �8 1 8 •A „ „ 1 '3 i • c\p �j cj o\0 v ITIN ACT E I n L0 � OPEN SPACE �.'„`"- � 57 O 38 �� `' `O q %11 .• �' FULL ACCESS . A M / ��� 065 •.,■•■ ■.�� • I "C" = RCLE _ N ;� & REC B 0 N,� ■•J,.OT 156 .......• j 1 I -- 1111- ------., .� REA 2.3AC �20 �, .,.• I • A ..... ■ i 'RC""'°' ; 12 , / COMMUNITY ; ' �m • ' ' Jrf a ' g I ORANGE COUNTY U (n 00 3F ( 44 RIGHT IN I I - I FH o� y 56 0 39 N T 84 '� g• \3 x W¢ I R -1 -AAA z 0 M RIG LLDD��JT LY I ROOM •' 1' .... m w Q01 V l&4 I -'�- WITH REST w■ y I �I i 1 - .... ..... , ;; ROOMS °t? r ■';�8 Q a - ti •� _ ..... 130.8 131.0 � ' O 's 4 �3�, � 21 �" ' O I m I W d' Z � o LANDSCAPE/ N ■.,■ ••,� 8Jo " 4 3 o/: ;f,f m 4 , = a I o a) o SIGNAGE D A A ,POOL, 55 AO A N N 83 A� 067 Mi In _ , ► W �r� �� .� ST RMWATE , Q O �( PAVILION .; 40 , 0 SPACE � � �, y,,; , �,r .• ���,, N'•- '- � 11 q' � � I � to t- . "N 1 i �ry i�If�i r � SMA 1uj 00 _ 2 $ x q M 1'3 - - - - - - - - - N Q o LICE;, . ........... ........... \•S SECURITY B ----- _0 LdO68 1 - - �- x U _ GATES .• ••'•• WETLAND UNES BASED ON FLAGGING ,v . { -- - 1111 11 11-1111-- - .e,,.■. ,..;. 0 60171 C 3 �� �1111-- N P- -- -- - '�- N -- I � '� I FUTURE 7TH AVE wll `- A v - AND/OR TOP OF DITCH PER ti, ` 877 AC ©2 y • -,.•'' BREEDLOVE DENNIS AND ASSOC. •, - _ 8" LL PUMP . _ __-- 1111 ---1111-- C FH_ .c -- --- 1111 : 1111 o ---1111-- --- - 1111- ROADWAY BY 8 10 97 •�� ; • / / ©1 M ,� I � �- � I ORANGE COUNTY � o o .' APPROXIMATE EDGE OF WATER \ » » o N N M O �b J • x. TRACT D N ,� 53 0 'q 4 �, M q 69 M �I� - 134.0 L� ■ NOVEMBER 1997 im Ct O2O SF (PER FIELD SURVEY AND AERIAL PHOTO) area % TORMWATER & °- ' w .850 AC H ' '4 46 OPEN SPACE ,: �"•� •� I ' �' ..4 .. � <• " ■�M1N�l5, _ w 0' 1 REA 3.1 AC : o h I g M p I -- 1111 W/ SECURITY GATES (= Q I W TR T WETLAND BUFFER TRACT G r.,,�,� S �- = % :' p N A 43 z /SIGNAGE PERMITTING LINE „T� - - O O ao NO TURN LANES 0 Z Q 00 a �.� � , A A 70 ,,� � t I � ) � p N f <... .. �. r 52 0 115 A i e>r Q ■ µ �.. • kl 00 LOT 7 .__I W l r ■• r; SMA 2 25 r i - - i N BLOCK Y" I- Ln '6 ', fT • FAC •- ^"�`� I MAP OF GOTHA Z WATER O N r7 - , PLAT BOOK "A", PAGE 39 h MITS■�OF SIGNAGE ON TRACT G f N a _ ��, � � ,{� .�"` `� �`' '�51 OA � 44 � 7 A 0 71 M M ' A-1 V • 87 �, �' N - T „ f FH ,"� M 11 O 4W � " UTILIT �,SMT $ 1 © r ca �-. PER 0 WGE •; M W • J .10 i p m COUNTY '$2 1 a,,� ` -;�/ d?3 2z'•., > "rr N 50(Z) A 45 1 j M S �! • 1 U1:4 to I N • W uj p �i 1 " �" � p O M O O � ri 113 1 OMAIL BOX (25.2'W)(APU) U t TRACT \ 8 �, ""`"- N '� ' o z = TRACT "I" LIFT STA40N NAG 27 M CONSERVATION & OPEN SPACE ' ' - - - - - - - - - W U \to - I > 4 °° A °' 0 7 •A■ 73 I ¢x TRACT "K" ®� ¢ ' & DRAINAGE 16188E SF `o ' �, • M 49 A � 46 ,:, .� M , 1 _ a A RIGHT-OF-WAY J W 112 z 0.372AC ©89 � 34 ©28 N 2 I O I W Q w ,� ,L. a TO BE CONVEYED TO THE z � y.. I 4 E MARSH : 26 N '' B-ICh I o CITY Z o • 4 oQ �o (WETLAND) - -13 © 0 �/ A ( ®z z a DRAINAGE ESMT ©90 �' D © ® AO �A • �O 47 �/ 6 75 4 t 111 q� I m 6' MIN. - 7' MAX. BRICK WALL ® W N W MEAN ANNUAL STAGE 121.95 MA 3' 33 �3j32 �'• 32.2 133.1 34.1 -�� ' � ON RESIDENTIAL LOTS p SJWMD PERMIT N0. -� � 5' MIN FROM R/W LINE INA 10' WALL °•. 0 91 F 132. 132.5 132.8 13 .0 13 . • Fh 10 A & LANDSCAPE ESMT MAINTAINED BY WHOA 40-095-51747-2 impact g area "' » O Lor s ' BLOCK "Y" . i = ACT \S� FM - -- F ... �. --M - -1111-- - -- -r MAP OF GOTHA m SPREADER SWALE S ORM TER uj S- -- �_ ___r PLAT BOOK "A", PAGE 39 & PEN PACE 92 ' ".� CI - E --F 130.70 - 5 U.E. i (30.4'W)(APU) FENCE LINE Q 121k © FH 1090 i x Q M ;. FH 132.4 i o Co T• -3 x s� 9'i �' 1 2. 132.4 132.6 132.8 133. 133.2 133.0 132.8 132. 132.9 133. 133.7 134.1 �''•.,■ ®3 94 95 97 98 9�9 100 101 10 103 104 105 106 °' i CONNECT TO EXISTING ORANGE .,.x Imp■ 9771 1 0 � 1080 i COUNTY 10" FORCE MAIN { SET IRON R015 • m w O O O A O O O O 0 ■••-.� F-'O"F"- o �% 6c �ry / `® AND CAP J/ L1168 : \ °$ ■•■ L• " (PEG 117 STREET W (SIDEWALK 1.9%. W) 1111 - - - - - -- --- - --- ----- •• R PLAT BO A 39) S LINE, N 1/2, SW 1/4, EC: 32-22-28 --- - ---' --- - -- --- --- --- --- - _ ...- 1111----- - -- -----..__._.._... - -- ■ 1111-- ----- •, -r ' --z----- 1111-- --------------1111-- - ---111111 11-------------------------------1111---------------------------1111-- --1111-- 1111; ■ ------1111-- - - - -------------1111-- NOT PLATTED 18"CMP (6.5'E) f ■: THE DEVELOPER AT IS / PAVMT. MOTH VARIES :) • CURB & GUTTER 15' DITCH RIGHT-OF-WAY (ORANGE COUNTY) PP(15.3'W)(APU) - ' ` • NOT PLATTED EXPENSE WILL RELOC f TE 15' DITCH RIGHT-OF-WAY ( ANGE UNTY RANGE COUNTY SCHOOL BOARD DEED BOOK 411, PAGE 405 GUY WIRE 29.3 W)(dPU) T �! Z ' CONC WALK OIfJFALL STRUCTURE BLEEDER EL i2i.39 EXISTING DITCH FROM' TOP. EL 123.60 CITY OF OCOEE P11R ° DEED BOOK 41 i, PAGE 405 ±15.0 ACRE - i (JUI� ENGINEERING DWGS DATED 1/26/99 ORANGE COUNTY R/W TO 1�c' R-1 AA ±10.1 ACRES APPROXIMATE ROAD TRACT "F" FEf�CE ENDS AT j WETLAND LINE SQIJTH OF E' : • ■ LOCATION STREETS / UTILITIES (s.a'N)(APU) Z Q = PROPERTY LINE. '■� 20 I �" & DRAINAGE e LINE,"` WOOD FENCE IN 5 FT ! ' NOTE: DITCH HAS BEEN RELOCATED FENCE/LANDSCAPE BUFFEQ4 I ! D [ n w W BY ORANGE COUNTY NOW LIES ESMT. AT REAR of RESIDENTAL y s O 0 IE= 1.30 24" RCP ,■'° •-••■• LOTS 94-10& IN OFFSITE DITCH R/W ■•■•' J Q •�. • =, ■ ; SOIL LEGEND W w Q II LEGEND C' m o I) �'�•• 3 B ASI N GER FINE SAND EXISTING ITEM (STRUCTURE DESIGNATION) PROPOSED () _•� -•_._._•_• -•-•-•-•-""'._.-•- 020 IMMOKALEE FINE SAND DRAINAGE LINE D lE= 121.16 (24" RCP) I- LL_ Z LOT GRADING TYPE A LOT GRADING TYPE B ALL DRAINAGE TO STREET DRAINAGE BOTH TO STREET & TO REAR LOT UNE TYPICAL LOT GRADING TYPICAL POND SECTION POND 26 ON A FINE SAND N/A DRAINAGE EASEMENT D. E. BERM SMA -1 (/)Ofo 126.93 128.0 Q 124.5 127.53 37 ST. JOHNS FINE SAND N/A HIGH POINT HP W >_ g A, CURB INLET Q >- ~ 42 SANIBEL MUCK DRAINAGE MANHOLE • Z V so0 SOD 44 SM YRN A FINE SAND n��`�"' SURFACE DRAINAGE DIRECTION►- o J 5 VARIES VARIES VARIES 5 46 TAVARES FINE SAND ............... ............... SANITARY SEWER LINE S j SANITARY SEWER MANHOLE • W Q � TOP OF BERM 1 DESIGN HIGH WATER ELEV, VARIES 'NP : 1 _k 1 TOP OF BERM - -- WATER VALVE 04 \ NORMAL WATER ELEV. 2N MAX _ <s mm w DOMESTIC WATER W of 1..� N`PX 2' MIN. N/A FIRE HYDRANT ASSEMBLY FH LOT GRADING TYPE A LOT GRADING TYPE B ALL DRAINAGE TO STREET DRAINAGE BOTH TO STREET & TO REAR LOT UNE TYPICAL LOT GRADING TYPICAL POND SECTION ••••■---••-•-•••-■• SOILS BOUNDARIES N/A N/A BLOW -OFF VALVE BO N/A SOIL BORING +B-3 w -- R --- SANITARY SEWER LINE R Z p W Q (%i 2 o m d- POND TABLE POND NORMAL WATER PEAK BERM SMA -1 1 124.0 126.93 128.0 SMA -2 124.5 127.53 128.5 SMA -3 124.0 126.92 128.0 ••••■---••-•-•••-■• SOILS BOUNDARIES N/A N/A BLOW -OFF VALVE BO N/A SOIL BORING +B-3 w -- R --- SANITARY SEWER LINE R Z p W Q (%i 2 o m d- FOUND PK NAIL-\ W 1/4 CORNER SEC 32-22-28 RECLAIMED WATER MAIN I MARKER �t OH FND 5/8" IRC PCP #LB 3556 BWF 10.5' W ORB 5697, PG 3136 CONC FLUME CONC FLUME CONC 3 (AP35MPH p FND 5/8" IRC PCP #LB 3556 - - - ASPHALT PAVEMENT BWF 0.3' S U) - - - IC( PT `CUP r PC UP 0.9' N (APU) UP 0.8' N (APU) ?=35.00' 1=90'17'33" 55.16' - - - \ RECLAIMED v \ WATER MAIN 1 MARKER COLE 011LITY 1 POLE {O7/17/Ol� / I oHW O SP UP (1.82' NW) �- PT aNW i CUP I ' 1 I 40' ORB 5697, PC PG 3136 SIGN I N - WEIGHT LIMIT 10 TONS \ / DETAIL \ 1" = 50' L10 01 �8 \;950 h L \• S \,y6 L CONC FLUME MOORS ROAD N LINE, SW 1/4, SEC 32-22-28 - - - S R/W UNE L -40 -PER ORB 4343, PAGE 4532 UP 0.1' S (APU) UP 0.3' S (APU) twAg-w- 91114, Rill, 9 UP 1.5' N (APU) UP 0.4' N (APU)9'55 55 "E 9547. 37 BARBED WiRE FENCE (1.0' S) (APU) S R/W LINE WETLAND LINES BASED ON FLAGGING AND/OR TOP OF DITCH PER BREEDLOVE DENNIS AND ASSOC. 6/10/97 L15 L16 L17 08 L% 4 19 < 2 1 PITCH 0.3UPLAND18 RES ,¢ `ms`s `?� 421 NUMBER BEARING I (I Ll N18 58'50"E 77.33' L2 N14 21'12"E 42.65' L3 N23'05'16"E 42.92' �I N19 4436"E I L5 N59'14'08'E 35.36' L6 N435731"E 40.07' L7 a 28.38' L8 N60 55'08"E 33.95' L9 N635756"E 30.75' L10 N75 09'40"E J x N78'1521'E 41.80' L12 Z °m L13 N71 `1938"E 43.53' L14 N7926'12"E 57.34' L15 N80'18'57 E Q � N85'10'47 E 44.05' L17 S86'17'14 E 65.56' Iz S73 28'48 E 51.41' L19 S725.3'19 E 39.21' L20 S6608'01 "E 53.00' L21 S69 24'38 E 9.19' L22 S66'2824 -E W L23 S6330 56 E 24.69' L24 a 59.21' L25 _ I L26 S45 34'23 E 160.43' L27 S3755'1 4E 55.96' L28 S48 -2244 -E � I � OINT PERMANENT CONTROL POINT PROFESSIONAL LAND SURVEYOR Fa T FlBORIDAPDEPARTTMENT OF North 1/2 of the Southwest 1/4; thence run S 00'20'36" E along said line for a POL PRC POINT ON UNE POINT OF REVERSE CURVATUREFORL�71/AIN SIG TRANSPORTATION 00N PRM PT PERMANENT REFERENCE MONUMENT POINT OF TANGENCY along the aforesaid South line of the North 1/2 of the Southwest 1/4 for a distance POC EGINNING POINT OF FONT OFCOOMMENCEMENT GOVT O N RCP REINFORCED CONCRETE PIPE HC IR HANDICAP IRON ROD N R/W RIGHT-OF-WAY ID INV IDENIIFICA7iON INVERT n UTM UNDERGROUND TELEPHONE MARKER Le LICENSED BUSINESS restrictions and easements of record. LNDSCP f-- y 3427/891 Order of Taking Not Shown -easements lie MH MANHOLE \ MHS � outside of subject property. IO MES MITERED END SECTION 3 o Z (M) MEASURED NR NON -RADIAL I outside of subject property. DEVWORTH PROPERTIES, INC. NT NON -TANGENT � of 0 N LY NOR714ERLY 3 1 N&D NAIL & DISK O W Agreements OUC O ORB Q' 4702/2589 Service Lies Outside of Subject Property Z 0 S Agreements J NW 7 4034/291 ServiceO Lies Outside of Subject Property Agreements > Z w Q Q W Q 3 (+'^ I hereby, certify that this survey, subject to the W W to z Agreements surveyors notes contained hereon, meets the applicable "Minimum Technical Standards" forth by the to Q UP 0.9' N (APU) UP 0.8' N (APU) ?=35.00' 1=90'17'33" 55.16' - - - \ RECLAIMED v \ WATER MAIN 1 MARKER COLE 011LITY 1 POLE {O7/17/Ol� / I oHW O SP UP (1.82' NW) �- PT aNW i CUP I ' 1 I 40' ORB 5697, PC PG 3136 SIGN I N - WEIGHT LIMIT 10 TONS \ / DETAIL \ 1" = 50' L10 01 �8 \;950 h L \• S \,y6 L CONC FLUME MOORS ROAD N LINE, SW 1/4, SEC 32-22-28 - - - S R/W UNE L -40 -PER ORB 4343, PAGE 4532 UP 0.1' S (APU) UP 0.3' S (APU) twAg-w- 91114, Rill, 9 UP 1.5' N (APU) UP 0.4' N (APU)9'55 55 "E 9547. 37 BARBED WiRE FENCE (1.0' S) (APU) S R/W LINE WETLAND LINES BASED ON FLAGGING AND/OR TOP OF DITCH PER BREEDLOVE DENNIS AND ASSOC. 6/10/97 L15 L16 L17 08 L% 4 19 < 2 1 PITCH 0.3UPLAND18 RES ,¢ `ms`s `?� 421 NUMBER BEARING DISTANCE Ll N18 58'50"E 77.33' L2 N14 21'12"E 42.65' L3 N23'05'16"E 42.92' L4 N19 4436"E 17.38' L5 N59'14'08'E 35.36' L6 N435731"E 40.07' L7 N4952'09 E 28.38' L8 N60 55'08"E 33.95' L9 N635756"E 30.75' L10 N75 09'40"E 34.95' LII N78'1521'E 41.80' L12 N78'01'43"E 50.89' L13 N71 `1938"E 43.53' L14 N7926'12"E 57.34' L15 N80'18'57 E 57.73' L16 N85'10'47 E 44.05' L17 S86'17'14 E 65.56' L18 S73 28'48 E 51.41' L19 S725.3'19 E 39.21' L20 S6608'01 "E 53.00' L21 S69 24'38 E 9.19' L22 S66'2824 -E 14.67' L23 S6330 56 E 24.69' L24 S5309'27 E 59.21' L25 S49 48'51 E 41.64' L26 S45 34'23 E 160.43' L27 S3755'1 4E 55.96' L28 S48 -2244 -E 61.10' L87 L84 L83 l� 4,.3 v �g9 91 90_ A ?� 4b+7 �Cb p g C� I S I M j z I N 3 k�� L59 N M v � roX. d\ v / APPROXIMATE EDGE OF WATER •N v N / (11/97) PER FIELD SURVEY AND �� RFs r AERIAL PHOTO) 0� C ._«)N Z \ L5 co / ac_c_c_� I v 3aaaa 1 \ L103 ocacococo INS 00Cat 0 I I ,\ 6" POST (UTM) I EDGE OF PAVEMENT --I I / MARSH 14.671 ACRES II I CA 40 I IN I POB /SET IRON ROD / \AND CAP #LB68 (SIDEWALK 1.9' W) CONC WALK Z 61 1 NUMBER I BEARING SW CORNER -__1_.._V__ L30 S2734'09"E N 1/2, SW 1/4 I\i S19'08'16"E SEC 32-22-28 1 S14'40'03"W N894754"E -' L33 S16'0352"W 60.00' L34 S1130'06"W 30.82' L35 S34'40'37"W 59.70' L36 S22'16'24"E 64.12' 3 S16'42'18"W 104.24' M N04'32'49"E 71.99' iv N0344'1 7E 66.98' 0 N06 32'02"E 53.27' z N1755'33`E POC L42 N150234`E FOUND DiSK IN L43 N1820'31'E CONC IN WELL BOX L44 N540427 E SW CORNER L45 N37 47 57 E SEC 32-22-28 L46 / MARSH 14.671 ACRES II I CA 40 I IN I POB /SET IRON ROD / \AND CAP #LB68 (SIDEWALK 1.9' W) CONC WALK Z 61 1 NUMBER I BEARING DISTANCE L30 S2734'09"E 48.36' L31 S19'08'16"E 76.01' L32 S14'40'03"W 37.31' L33 S16'0352"W 35.46' L34 S1130'06"W 30.82' L35 S34'40'37"W 59.70' L36 S22'16'24"E 64.12' L37 S16'42'18"W 104.24' L38 N04'32'49"E 71.99' L39 N0344'1 7E 66.98' L40 N06 32'02"E 53.27' L41 N1755'33`E 75.23' L42 N150234`E 42.90' L43 N1820'31'E 41.77' L44 N540427 E 12.08' L45 N37 47 57 E 30.77' L46 N42 57'07"E 41.73' L47 N4501'17"E 25.12' L48 N6042'16"E 35.87' L49 N64'38'01 "E 27.34' L50 N7726'56"E 32.22' L51 N77'41'14'E 42.94' L52 N7106'21 E 12.14' L53 S073525"W 26.62' L54 S87*41'47"W 27.74' L55 S35'14'46"W 1&00' L56 S5231'47'W 13.50' L57 S6805'22"W 52.77' LINE TABLE NUMBER BEARING DISTANCE L58 S4933'30"W 48.91' L59 S73 34'31 "W 32.50' L60 S32 3742"W 50.65' L61 S18 3852"W 74.39' L62 S31'47 53"W 52.28' L63 SO451'00"W 76.46' L64 S12 54'01 "W 67.10' L65 S054527"W 63.88' L66 N80 32'43"W 3.16' L67 S74'12'48'W 3.72' L68 N80'46'15 E 14.99' L69 N42'11'08"E 42.52' L70 N79'4356 E 42.02' L71 N75'42'39"E 55.37' L72 N8200'14"E 102.66' L73 S8537'05"E 61.15' L74 S7507'46 E 46.10' L75 S65'16'40"E 40.74' L76 S66106'35"E 53.47' L77 S63'49'16"E 8.95' L78 S65 -4934"E 13.84' L79 S2108'42"W 42.71' L80 N6904'17"W 42.70' L81 N7116'02"W 56.92' L82 N29'4836"W 50.37' L83 S7900'06"W 58.14' L84 N84'10'48"W 32.00' L85 S58'21'49"W 29.00' CONC FLUME CONC FLUME UP 0.2' S (APU TR 0.8 N DITCH UP 0.2' N (APU) UP 0.3' N (APU) BARBED WIRE FENCE (1.O'S) NUMBER BEARING DISTANCE L86 N57 23'06 "W 39.26' L87 S8157'28"W 57.09' L88 S74'41'20"W 33.15' L89 S64'17'33"W 37.82' L90 NB722'30`W 22.01' L91 S65 02'53"W 13.04' L92 N7709'45"E 15.25' L93 N3732'08`E 34.08' L94 S59 31'36 E 60.92' L95 S502927"W 28.81' L96 N6629 38`W 55.66' L97 S505556"E 41.63' L98 S40'31'58"E 56.56' L99 S4059'39"E 56.54' L100 S00'48'00"E 47.88' L101 N3720'20"W 109.29' L102 N1000'05'W 47.37' L103 S69W,I9"E 2.85' L104 N775722E 39.98' L105 N4843'31 "E 15.53' L107 N4852 33"W 40.05' L108 N3831'51 "W 43.46' L109 N43'48'41 "E 4.97' L110 N79 05'24"E 21.12' 011 N83 30'54 E 73.37' L112 N8427'09"E 80.86' L113 N86 02'17"E 90.82' L114 N8521'35"E 176.89' NUMBER BEARING DISTANCE L115 N87'18'18"E 84.24' L116 N85 5326"E 86.62' L117 N7239'14"E 54.10' L118 N6759'24"E 34.21' L119 S84'19'28"E 39.59' L120 N4153'01 E 72.88' L121 N322447 E 41.21' L722 N22 51'09"E 30.82' L123 N00'14'41 "W 45.71' L124 N2945'26"E 29.34' L125 N1205'57"E 54.67' L126 S78 46'13"E 59.96' L127 N85'08'46"E 66.84' L728 S8907'39"E 161.81' L129 S86 5151E 120.61' L130 S0307'03 E 174.40' L131 S87 25 31 "W 17.66' L132 N012732"W 149.37' L133 N87'10'58"W 101.47' L134 S00'11'39"E 148.84' L135 S633334"W 9.40' L136 N7357'40'W 10.27' L137 N0039'15"W 150.22' L138 N8T22'26"W 207.36' L139 S2232'01"W 16.76' L140 SO4'13'27"W 89.74' L141 S0200'27"E 32.51' L142 SO4'26'31"E 50.93' NUMBER BEARING DISTANCE L143 S4637'14"W 44.95' L144 S6434'13"W 58.17' L145 S8937'41 "W 33.15' L146 N64'31'35'W 51.86' L147 S76 4425"W 74.41' L148 S8308'19"W 52.88' L149 S8553'23"W 87.67' L150 S8748'40"W 84.18' L151 S8510'28'W 76.14' L152 S8554'02"W 91.31' L153 S84'41'09"W 80.42' L154 S8339'08"W 73.95' L155 S78'16'21 "W 21.48' L156 N803845"W 3.19' L157 S64'15'36*E 12.71' L158 66634'51 E 69.31' L159 S7428'52"E 21.36' L160 S762354"E 39.16' L161 S8109'02"E 17.52' 062 N78 54'51 "W 3.63' L163 N813525"W 23.70' L164N683200"W Southeasterly having a radius of 35.00 feet and a central angle of 90'17'33"; thence 74.33' L165 N7133'08"W 12.00' �W WETLAND FLAG AND/OR TOP OF BANK (TYPICAL) IV v v M o L157 L165 L158 / L164 h °jT�y 951.74' NOT PLATTED _-118.25 L-------- --------------------------- --- 1 TRACT L (CONSERVATION) WINDSOR LANDING PHASE 1 PB 46, PGS 26-28 I I LEGEND DITCH 0.039 ACRES L---------- S89'47'54'"W File Name: F: \Prop-\97194\Sdwg\BDWESTRIDGENEW.DWG SL6491.doc 59.939 ACRES FOUND 2" IRON PIPE N N NE CORNER, SW 1/4 DESCRIPTION OF OVERALL BOUNDARY. SYMBOLS ABBREVIATIONS LOT 7 LINENUMBER LINETABLE)RVE A/CAPP ON� IO ER That part of the North 1/2 of the Southwest 1/4 of Section 32, Township 22 East, C1 RVBER (E BLE) APU AIR TE APPARENT PHISICAL USE Range 28 East, Orange County, Florida, described as follows: A= R= CENTRAL ANGLE RADIUS ASPH ASPHALT 4 4 L= CB_ ARC LENGTH CHORD BEARING BWF 3 -BW BARBED WIRE FENCE 3 -STRANDS BARBED WIRE O TOP OF FENCE 28 Commence at the Southwest corner of Section 32, Township 22 South, Range C__ CHORD (0 ) East, and run N 00°21'38" W along the West line of the Southwest 1/4 of said -� SEC. 32-22-28 SIGN SECTION .TOWNSHIP. RANGE CLF CONC CHAIN LINK FENCE CONCRETE Section 32 for a distance of 1330.98 feet to the Southwest corner of the North 1/2 TMH • TELEPHONE MANHOLE SIGNAL POLE CB i CONCRETE BLOCK CENTERLINE > of the Southwest 1/4 of said Section 32; thence run N 894754" E along the South SP 12f UP jr! UTILITY POLE CM CMP CONCRETE MONUMENT CORRUGATED METAL PIPE line of said North 1/2 of the Southwest 1/4 for a distance of 60.00 feet to a point on TR o EB o TELEPHONE RISER ELECTRIC BOX C&G CURB AND GUTTER the East right-of-way line of Maguire Road Count Road 439 , said point being g y g (County P g LP # LIGHT POLE (C) COMPUTE the POINT OF BEGINNING; thence run N 00'21'58" W along said right-of-way GW c- --OHW- GUY WIRE OVERHEAD WIRE (D) DESCRIPTION line for a distance of 1255.66 feet to the point of curvature of a curve concave ABBREVIATIONS ELEV �A71ON Southeasterly having a radius of 35.00 feet and a central angle of 90'17'33"; thence P) B PLA T PLAT BOOK EP ESMT EDGE OF PAVEMENT EASEMENT run Northeasterly along the arc of said curve for a distance of 55.16 feet to the PGS CE PAGES point of tangency, thence run N 89'55'55" E along the South right-of-way line of PVC POLYVINYLCHLORIDE POINT OF CURVATUREMoore FWD FPC FOUND FLORIDA POWER CORPORATION Road as described in Official Records Book 4343, Page 4532, of said PC PCC POINT OF COMPOUND CE FC FFFINISH FENCE CORNER FLOOR ELEVATION Public Records for a distance of 2547.37 feet to a point on the East line Of said PCP PLS OINT PERMANENT CONTROL POINT PROFESSIONAL LAND SURVEYOR Fa T FlBORIDAPDEPARTTMENT OF North 1/2 of the Southwest 1/4; thence run S 00'20'36" E along said line for a POL PRC POINT ON UNE POINT OF REVERSE CURVATUREFORL�71/AIN FM TRANSPORTATION distance of 1284.83 feet to the Southeast corner thereof, thence run S 89'47'54" W PRM PT PERMANENT REFERENCE MONUMENT POINT OF TANGENCY along the aforesaid South line of the North 1/2 of the Southwest 1/4 for a distance POC EGINNING POINT OF FONT OFCOOMMENCEMENT GOVT GOVERNMENT of 2582.14 feet to the POINT OF BEGINNING. RCP REINFORCED CONCRETE PIPE HC IR HANDICAP IRON ROD R/W RIGHT-OF-WAY ID INV IDENIIFICA7iON INVERT Containing 76.339 acres more or less and being subject to any rights-of-way, UTM UNDERGROUND TELEPHONE MARKER Le LICENSED BUSINESS restrictions and easements of record. LNDSCP LANDSCAPE O 3427/891 Order of Taking Not Shown -easements lie MH MANHOLE MHS MANHOLES outside of subject property. MES MITERED END SECTION o Z (M) MEASURED NR NON -RADIAL outside of subject property. DEVWORTH PROPERTIES, INC. NT NON -TANGENT of 0 N LY NOR714ERLY N&D NAIL & DISK O W Agreements OUC ORLANDO U71UTiES COMMISSION ORB OFFICIAL RECORDS BOOK 4702/2589 Service Lies Outside of Subject Property File Name: F: \Prop-\97194\Sdwg\BDWESTRIDGENEW.DWG SL6491.doc 59.939 ACRES 0.8' S (APU) FENCE CORNER �� (1.5'S)(APU) UP 0.2'S (APU) FENCE UNE 33.6' SW (APU) FENCE CORNER' (3.0` E) FENCE CORNER/ (1.2E) SPEED LIMIT----' SIGN 7.6' E 5' E W EDGE OF DIRT ROAD (ON LINE) (APU) _� N FOUND 2" IRON PIPE N N NE CORNER, SW 1/4 ASPHALT PAVEMENT SEC 32-22-28 2' C&G 0.8' S (APU) FENCE CORNER �� (1.5'S)(APU) UP 0.2'S (APU) FENCE UNE 33.6' SW (APU) FENCE CORNER' (3.0` E) FENCE CORNER/ (1.2E) SPEED LIMIT----' SIGN 7.6' E 5' E W EDGE OF DIRT ROAD (ON LINE) (APU) _� N 0 N N N M • Q �Q LOT 7 I AND CAP #Less 1 hC �8 z� z w - The undersigned has reviewed the following items in Schedule B, Section 2 of 7' W (APU)- APU)-00. 00 J 4 4 N 13' W (APU) (0 ) 18' W (APU) I I 2) GWI (ON LINE) (APU) . 1. SET IRON ROD --� I AND CAP # LB68 T-1 UP 0.1'N, 5.6'E o � ( END OF PAVEMENT o � wl � -6.8' E 21' W (APU) MAIL BOX (25.2'W)(APU) W EDGE OF DIRT ROAD (APU) 23' W (APU) k BARBED WIRE FENCE(APU) a 24' W (APU) 0 Cr H K 0 0 25' W (APU)--- FENCE FENCE 27.1' W (APU) FENCE LINE (30.4'WXAPU) 24' W (APU) PP(15.3'W APU GUY WIRE 29.3 W APU (J N TOP OF BANK (ON UNE) \ \� LINE, N 1/2, SW 1/4, SEC 32-22-28 1 1,�- 381.95 __________ DITCH ------I------------------ - ----------------------- 2582.14' _E 15' DITCH RIGHT-OF-WAY (ORANGE COUNTY) E 15' DiTCH RIGHT-OF-WAY (ORANGE COUNTY) SURVEYORS NOTES: LIMITS OF MAINTAINED DIRT ROAD LOT 8 BLOCK "Y" MAP OF GOTHA PLAT BOOK 'A", ''PAGE 39 �FOUND 1/2" IRON ROD (NO#) (29.94N,29.96E) 6 TH STREET � (PER PLAT BOOK "A", PAGE 39) 8 -CMP (6.5'E) x 0o ED OC)L_ ZzQ° (n ~ O 3aM¢ O O F N Q (nU Z Q F- O O kj � Q Q Y Y Y Y Y = U r Z 0 a o a Z z ..I (n0 Q Ld - w Z o o No o o ZW Z �o F O w o Z 5 '�� m a iL w yr r w o O: o z o O Q Z� U _ 0 p. Q �0 Z w vi 30 v 0 a o W wZ0 (n Z Ix Z o Z Wo LLJ a Z LLJ 0 o� Q w5 Q Q W d H W Wix C) 0 I W a ° w V)9 >- a J W w o W z 0W W wwvww� UJ i a a < a X as O O 00 \ \ 0 to \ \ \ \ 00 0 0 0 °° o 00 r, tD N et r7 N .- ( LZ Ur00 o W t) Z O in o I Ld Z V J CD m � O () 25- Q< 0) U r, O N W Q m U O J V) V o Q O z W LL_ zo f= LL1 W N o Z Q X 00 CL O qr 0 Z 0' � Y u7 I- J � Q 03 (° m Z 77 LL 0 o Ef cp v Q Ef ~ L'- Q) to O Of �• Ld U LtJ Z �U) Q Y LJJ Y Qza m Z Z LLI o W 0 W N = U 0) O M OFAA_ ® o 0 DEED BOOK 411, PAGE 405 NOT PLATTED DEED BOOK 411, PAGE 406 SE CORNER N 1/2, SW 1/4, • - Not valid without the signature and the original raised seal of a Florida licensed surveyor and mapper. - Apparent Physical Use onto or from adjoining property or abutting streets is shown hereon as "APU". - Bearings based on the North line of the Southwest 1/4 of Section 32, Township 22 South, Range 28 East, as being N 895555" E, an assumed meridian. - No underground improvements, installations, foundations or utilities located. - Interior improvements, if any, were not located or shown. - No attempt to locate state sovereignty lands, if any, has been made this date. - Lands shown hereon were not abstracted for rights-of-way, easements, ownership or other instruments of record by this firm. Apparent Physical Use (APU) may indicate the existence of written or unwritten property rights between adjoining owners. - According to Flood Insurance Rate Map Community Pane/ No. 120179 0175 C, map revised June 15, 1984, the lands described hereon lie in Zone "C". - All adjoining rights-of-way, subdivisions and information on adjoining properties shown hereon is from information shown on County Tax Maps and from a search of the Public Records by Fidelity Title & Guaranty Co. on October 28, 1997 and by First American Title Insurance Company on October 17, 2000. The undersigned surveyor and Donald W. McIntosh Associates, Inc. did not attempt nor was required to do a title search of the above information. Users of this survey are warned that use of this information is at their own peril. - Fence ownership not determined unless otherwise noted. - Sprinkler heads, meters, valves and irrigation lines, if any, are not shown hereon. - Wetland flags shown hereon were set by Breedlove, Dennis & Associates, Inc. on June 10, 1997. - Surveyor has no knowledge of acceptance of the wetlond flags shown hereon by any applicable jurisdictional agencies. - No environmental issues have been addressed by this survey other than the horizontal location of specific flags placed on site by the project environmental consultant as directed by client. FOUND 5/8" IRON ROD'--- 0 • Q LOT 7 I AND CAP #Less 1 BLOCK 'Y" MAP OF GOTHA PLAT BOOK A", PAGE 39 LIMITS OF MAINTAINED DIRT ROAD LOT 8 BLOCK "Y" MAP OF GOTHA PLAT BOOK 'A", ''PAGE 39 �FOUND 1/2" IRON ROD (NO#) (29.94N,29.96E) 6 TH STREET � (PER PLAT BOOK "A", PAGE 39) 8 -CMP (6.5'E) x 0o ED OC)L_ ZzQ° (n ~ O 3aM¢ O O F N Q (nU Z Q F- O O kj � Q Q Y Y Y Y Y = U r Z 0 a o a Z z ..I (n0 Q Ld - w Z o o No o o ZW Z �o F O w o Z 5 '�� m a iL w yr r w o O: o z o O Q Z� U _ 0 p. Q �0 Z w vi 30 v 0 a o W wZ0 (n Z Ix Z o Z Wo LLJ a Z LLJ 0 o� Q w5 Q Q W d H W Wix C) 0 I W a ° w V)9 >- a J W w o W z 0W W wwvww� UJ i a a < a X as O O 00 \ \ 0 to \ \ \ \ 00 0 0 0 °° o 00 r, tD N et r7 N .- ( LZ Ur00 o W t) Z O in o I Ld Z V J CD m � O () 25- Q< 0) U r, O N W Q m U O J V) V o Q O z W LL_ zo f= LL1 W N o Z Q X 00 CL O qr 0 Z 0' � Y u7 I- J � Q 03 (° m Z 77 LL 0 o Ef cp v Q Ef ~ L'- Q) to O Of �• Ld U LtJ Z �U) Q Y LJJ Y Qza m Z Z LLI o W 0 W N = U 0) O M OFAA_ ® o 0 DEED BOOK 411, PAGE 405 NOT PLATTED DEED BOOK 411, PAGE 406 SE CORNER N 1/2, SW 1/4, • - Not valid without the signature and the original raised seal of a Florida licensed surveyor and mapper. - Apparent Physical Use onto or from adjoining property or abutting streets is shown hereon as "APU". - Bearings based on the North line of the Southwest 1/4 of Section 32, Township 22 South, Range 28 East, as being N 895555" E, an assumed meridian. - No underground improvements, installations, foundations or utilities located. - Interior improvements, if any, were not located or shown. - No attempt to locate state sovereignty lands, if any, has been made this date. - Lands shown hereon were not abstracted for rights-of-way, easements, ownership or other instruments of record by this firm. Apparent Physical Use (APU) may indicate the existence of written or unwritten property rights between adjoining owners. - According to Flood Insurance Rate Map Community Pane/ No. 120179 0175 C, map revised June 15, 1984, the lands described hereon lie in Zone "C". - All adjoining rights-of-way, subdivisions and information on adjoining properties shown hereon is from information shown on County Tax Maps and from a search of the Public Records by Fidelity Title & Guaranty Co. on October 28, 1997 and by First American Title Insurance Company on October 17, 2000. The undersigned surveyor and Donald W. McIntosh Associates, Inc. did not attempt nor was required to do a title search of the above information. Users of this survey are warned that use of this information is at their own peril. - Fence ownership not determined unless otherwise noted. - Sprinkler heads, meters, valves and irrigation lines, if any, are not shown hereon. - Wetland flags shown hereon were set by Breedlove, Dennis & Associates, Inc. on June 10, 1997. - Surveyor has no knowledge of acceptance of the wetlond flags shown hereon by any applicable jurisdictional agencies. - No environmental issues have been addressed by this survey other than the horizontal location of specific flags placed on site by the project environmental consultant as directed by client. FOUND 5/8" IRON ROD'--- SEC 32-22-28 SET IRON ROD • Q SURVEYOR'S NOTES : CONTINUED FROM LEFT AND CAP # L84475 I AND CAP #Less 1 Z - The undersigned has reviewed the following items in Schedule B, Section 2 of I J 00 Lawyers Title Insurance Corporation, Owner's Policy No. 85-01-311642, N dated December 10, 1994, for easements and rights-of-way and finds the w N following:� •► t N W V ! Item Official No. Records Book/ Description Comments r W N M Page(s) FOUND 6X6 CM (NO#) 1/4 CORNER r V W 4 4285/2790 Developer No Easements though future �S SEC 32-22-28UJ W Agreement right-of-way along Maguire may FOUND 5X5 CM (JWG)(14.96.E) p' be required (not shown) 0 O 4619/2136 2nd Developer No Easements 0 Agreement ® W 5 3420/1573 Order of Taking No legal description recorded ® W with document O 3427/891 Order of Taking Not Shown -easements lie CERTIFIED TO: outside of subject property. o Z 3509/1513 Easements Not Shown - easements lie GLENMUIR PROPERTIES, LTD. Q outside of subject property. DEVWORTH PROPERTIES, INC. of 0 6 3894/1363 Service Lies Outside of Subject Property ® O W Agreements 4702/2589 Service Lies Outside of Subject Property 0 S Agreements 7 4034/291 ServiceO Lies Outside of Subject Property Agreements > Z w Q Q 4702/2576 Service Lies outside of Subject Property I hereby, certify that this survey, subject to the W W z Agreements surveyors notes contained hereon, meets the applicable "Minimum Technical Standards" forth by the Q ® p o set a Florida Board of Professional Surveyors and Mappers W The property may also be subject to other matters set forth in said Title Commitment. in Chapter 61G17-6, Florida Administrative Code, pursuant to Section 472.027, Florida Statutes. a 3 - The following additional easements and rights-of-way were furnished as a DONALD W. McINTOSH ASSOCIATES, INC. v result of a search of the public records for easements and rights-of-way by First American Title Insurance Company on October 17, 2000 and August 6, 2001: rn Signed: ORB/Pg Description Comments 4343/4532 Deed Right-of-way for Moore Road Keith Ruddick Survey Date: 08/18/00 z O 3 W o 5789/3511 Deed Right-of-way for Maguire Road Florida Reg Registered SurveynMapper or a d Ma e)Q Q W oe � 5789/3515 Deed Right -of --way for Maguire Road N o. 2617 Certificate0 � � ii 5894/1762 Lis Pendens Right-of-way for Maguire Road NOT VALID WITHOUT THE SIGNATURE AND THE m 5967/1627 Order of Taking Right-of-way for Maguire Road 5697/3136 Deed Right -of --way for Maguire Road ORIGINAL RAISED SEAL OF A FLORIDA LICENSED z SURVEYOR AND MAPPER. m WESTRIDGE PUD/PRELIMINARY SUBDIVISION PLAN SHT 5 s/6491 19 Q ii D ERCIAL Lu E Qj :251 D END OF EN'flAL 0 2 I 3 COMMERCIAL 4 MUS ii—rMIVIILI .............................. . ........ .......... ..... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 5 1 6 1 7 1 8 %" O. 3 GA 255 256 257 291 292 293 X L SHRUM 1@ C.; ROAD \ —50% COVERAGE 2 // 1 -� ii, I ,,1-1 —N LINE, SW 114, SEC 32-2 .......... — — — — — — =04K 11=1E 50'aC�� — — - ----- I Lu M U)X <z) ORANGE COUNTY R-1—AAA rA -0 BARBED WIRE FENCE '1.0'S) R WIRI FENCE (1.O'S) BSL I BSL 7�7 � �-f -- is-L� --- - 6, � —2 --T- - -1 F F F- F-1 F�F] FIF-] F-1 F7 F-1 F7F BUFFER & ESMT —1 F F F 3 +2� LANDSCAPE 25' LANDSCAPE BUFFER & ESMT m 25, 9SL I (n m 0 0 g F--]F--]F--Il 19 Q ii D ERCIAL Lu E Qj :251 D END OF EN'flAL 0 2 I 3 COMMERCIAL 4 MUS ii—rMIVIILI .............................. . ........ .......... ..... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 5 1 6 1 7 1 8 %" O. 3 GA 255 256 257 291 292 293 X L SHRUM 1@ C.; ROAD \ —50% COVERAGE 2 // 1 -� ii, I ,,1-1 —N LINE, SW 114, SEC 32-2 .......... — — — — — — =04K 11=1E 50'aC�� — — - ----- I Lu M U)X <z) ORANGE COUNTY R-1—AAA rA -0 BARBED WIRE FENCE '1.0'S) R WIRI FENCE (1.O'S) BSL I BSL 7�7 � �-f -- is-L� --- - 6, � —2 --T- - -1 F F F- F-1 F�F] FIF-] F-1 F7 F-1 F7F BUFFER & ESMT —1 F F F 3 +2� LANDSCAPE 25' LANDSCAPE BUFFER & ESMT m 25, 9SL I (n m 0 0 r-� F--]F--]F--Il L ILJL-11� F L --1 F L— L IL 11 r-� F--]F--]F--Il L ILJL-11� F L F L— L IL 11 4`4W FER & ESMT ORANGE COUNTM —1—AAA R Ig WE m '\-5' CONC WALK MARSH (WETLAND) LANDSCAPE NOTES I. ALL LANDSCAPING WALL BE IRRIGATED WITH AN AUTOMATIC IRRIGATION SYSTEM PROVIDING 10096 COVERAGE. GENERAL NOTES B I. CONTRACTOR SHALL OBTAIN ALL NECESSARY BUILDING PERMITS PRIOR TO CONSTRUCTION, 2, ALL CONCRETE SHALL HAVE A MIN. COMPRESSf /E STRENGTH OF 3,000 1-56. P.61 AT 28 DAYS, CONCRETE IN FILLED CELLS TO BE 3,000 P-51 PUMP MIS WITH DESIGN SLUMP OF 13. 3. CONCRETE IN FOOTING SHALL TEST 3,000 L55 P.61 AT 28 DAYS. 4, SOIL SHALL HAVE A MIN. ALLOWABLE BEARING PRESSURE OF 3,000 P.S.F. 5. REBAR SHALL BE GRADE 60 MANUFACTURED TO ASTM STANDARDS (p. CONTRACTOR SHALL VERIFY DIMENSIONAL LAYOUT IN THE FIELD AND VERIFY ANY MODIFICATIONS WITH THE OWNER AND/OR LANDSCAPE ARCHITECT. 7. REBAR IN FWTINS SHALL HAVE A MN. OF 3" COVERAGE. B. WALL AND COLUMN DESIGN MEETS SOUTHERN STANDARD 5ULONG CODE CRITERIA FOR 120 M.P.H. WINDS. 9, MORTAR TYPE I'M" SHALL BE USED ABOVE GRADE AND TYPE 11611 BELOW GRADE 10. WATER SHALL BE DIRECTED AWAY FRON WALL AND COLUMNS. CONTRACTOR SHALL MAKE A NECESSARY ADJUSTMENTS TO ENSURE POSITIVE DRAINAGE. II. ALL FOOTERS SHALL BE LOCATED OUTSIDE RIGHT- OF -WAY, 12, ALL TREES SHALL BE LOCATED NO CLOSER THAN 51' FROM UNDERGROUND UTILITY LINES. 1 1 2 NOT PLATTED pro W S LINE, N 112, SW 114, SEC 32-22-28 a STANDARD BRICK ROWLOCK CAP NORWEGIAN BRICK RUNNING BOND (oxaxib CMU BELOW GRADE FOOTING Toll Of ��°''�� INI F -1 F Ic • L J x X 'I I ' x I F— --11 XI LOT 7 BLOCK "Y" MAP OF GOTHA 4 PLAT BOOK "A", PAGE 39 - Q Ix LLJA-1 J L) F Lu s' E c� LOT 8 BLOCK MAP OF GOTHA FENCE LINE PLAT BOOK "A", PAGE 39 "Bn CIRCLE (30.4-W)(APU) h 9771 � II J L J L J L J L J L J L II II L J L 1101, 6TH STREET (PER PLAT BOOK "A", PACE i — — — — — — — — — — — - — — — — — — — — — — — — — — — - — — — — 18"CMP (6.5E) PAVMT. WIDTH VARIESNOT PLATTED ro'HIGH CURB & GUTTER L15' DITCH RIGHT-OF-WAY (ORANGE COUNTY) Lgp'1;iFAf; 15' DITCH RIGHT-OF-WAY (bqANGE C:��ORANGE COUNTY SCHOOL BOARD DEED BOOK 411, PAGE 406 Y w DEED 1300K 411, PAGE 405 ASEI�FENCE ENDS AT CITY OF OCOEE PARK R/W (6.8'N)(APU) R-1 AA +10.1 ACRES R/W APPROXIMATE ROAD ) BRICK CAP ) BRICK CAP N BRICK 3OND � 50, O.C. RUB 6 SAGE GLATTING JACKSON KERCHER LOPEZ PJONEHART 33 East Pine Street Orlando, FL 32801 P: 407 843 6552 E F: 407 8391789 C It -m m PROJECT AND OWNER WESTRIDGE OCOEE, FLORIDA DEVWORTH PROPERTIES, INC. GLENMUIR PROPERTIES, LTD. CONSULTANTS SEAL PROJECT NO. 05343.00 DESIGNED BY Aw DRAWN BY NLC CHECKED BY JRH DATE 28 MAY 02 ISSUED FOR: REVISIONS 13 AUG 02 POP REVIEW Ob NOV 03 PSP REVIEW 16 FEB 04 Pap REVIEW 26 FEB 04 CITY COMMENT 22 JUN 04 DRAWING SCALE 0 FT 50 100 North DRAWING TITLE OVERALL LANDSCAPE & WALL PLAN DRAWING NUMBER LA -01 SHEET 1 OF 5 L J L L J x X 'I I ' x I F— --11 XI LOT 7 BLOCK "Y" MAP OF GOTHA 4 PLAT BOOK "A", PAGE 39 - Q Ix LLJA-1 J L) F Lu s' E c� LOT 8 BLOCK MAP OF GOTHA FENCE LINE PLAT BOOK "A", PAGE 39 "Bn CIRCLE (30.4-W)(APU) h 9771 � II J L J L J L J L J L J L II II L J L 1101, 6TH STREET (PER PLAT BOOK "A", PACE i — — — — — — — — — — — - — — — — — — — — — — — — — — — - — — — — 18"CMP (6.5E) PAVMT. WIDTH VARIESNOT PLATTED ro'HIGH CURB & GUTTER L15' DITCH RIGHT-OF-WAY (ORANGE COUNTY) Lgp'1;iFAf; 15' DITCH RIGHT-OF-WAY (bqANGE C:��ORANGE COUNTY SCHOOL BOARD DEED BOOK 411, PAGE 406 Y w DEED 1300K 411, PAGE 405 ASEI�FENCE ENDS AT CITY OF OCOEE PARK R/W (6.8'N)(APU) R-1 AA +10.1 ACRES R/W APPROXIMATE ROAD ) BRICK CAP ) BRICK CAP N BRICK 3OND � 50, O.C. RUB 6 SAGE GLATTING JACKSON KERCHER LOPEZ PJONEHART 33 East Pine Street Orlando, FL 32801 P: 407 843 6552 E F: 407 8391789 C It -m m PROJECT AND OWNER WESTRIDGE OCOEE, FLORIDA DEVWORTH PROPERTIES, INC. GLENMUIR PROPERTIES, LTD. CONSULTANTS SEAL PROJECT NO. 05343.00 DESIGNED BY Aw DRAWN BY NLC CHECKED BY JRH DATE 28 MAY 02 ISSUED FOR: REVISIONS 13 AUG 02 POP REVIEW Ob NOV 03 PSP REVIEW 16 FEB 04 Pap REVIEW 26 FEB 04 CITY COMMENT 22 JUN 04 DRAWING SCALE 0 FT 50 100 North DRAWING TITLE OVERALL LANDSCAPE & WALL PLAN DRAWING NUMBER LA -01 SHEET 1 OF 5 F LO D 1w A 1 2 3 4 5 6 7 6 9 a [9 GLATTING JACKSON IKERCIIER ANGLIN LOPEZ RINEI-]I[ART 33 East Pine Street Orlando, FL 32801 P: 407 843 6552 E F: 407 8391789 I71 PROJECT AND OWNER WESTRIDGE DEVWORTH PROPERTIES, INC. GLENMUIR PROPERTIES, LTD. CONSULTANTS SEAL PROJECT NO. 05343.00 DESIGNED BY JRH DRAWN BY NLC CHECKED BY JRW DATE 28 MAY 02 ISSUED FOR: REV61ONS 13 Al1G 02 PSP RZV EW 06 NOV 03 PSP REV EW 16 FEB 04 B DRAWING SCALE 0 FT 10 20 North DRAWING TITLE ENTRY LANDSCAPE PLAN A mm SHEET 2 OF 5 3 4 5 6 7 I 8 1 2 3 4 5 6 7 6 9 a [9 GLATTING JACKSON IKERCIIER ANGLIN LOPEZ RINEI-]I[ART 33 East Pine Street Orlando, FL 32801 P: 407 843 6552 E F: 407 8391789 I71 PROJECT AND OWNER WESTRIDGE DEVWORTH PROPERTIES, INC. GLENMUIR PROPERTIES, LTD. CONSULTANTS SEAL PROJECT NO. 05343.00 DESIGNED BY JRH DRAWN BY NLC CHECKED BY JRW DATE 28 MAY 02 ISSUED FOR: REV61ONS 13 Al1G 02 PSP RZV EW 06 NOV 03 PSP REV EW 16 FEB 04 B DRAWING SCALE 0 FT 10 20 North DRAWING TITLE ENTRY LANDSCAPE PLAN A mm SHEET 2 OF 5 ■ ■ :... D ......... ......... ................: ..... z ■ ......... ......... ......... ■ ■ ........ ......... .. F ■ ........ ■ ................. f. C A LIVE OAK (Min. 15' hQ + SOUTHERN MAGNOLIA ® 13ALD CYPRESS + HOLLY .: TREE LIGUSTRUM CHERRY LAUREL DATE PALM • WASHINGTON PALM ° CRNUM LILYS + VlBURNUM HEDGE DWARF OLEANDER INDIAN HAWTHORN FLOWERING ANNUALS LITTORAL PLANTING BRICK COLUMN A P9- Ent All P -~ft 5 I 6 I % I a I 9 L MR LIVE OAK, 96'0.C; ---J TREE LIGIJ DECORATIVE METAL FENCE SCALE: 11 =1'47 CRINUM L L 5OX-1 GA 1 2 3 4 5 1 6 I 7 I 8 9 WA - RIC F GLATTING JACKSON KERCHER ANGLIN LOPEZ RINEI ]CART 33 East Fine Street Orlando, FL 32801 P: 407 843 6552 E F: 407 8391789 x C 0 PROJECT AND OWNER WESTRIDGE OCOEE, FLORIDA DEVWORTH PROPERTIES, INC. GLENMUIR PROPERTIES, LTD. CONSULTANTS SEAL PROJECT NO. 05343.00 DESIGNED BY JRH DRAWN BY NLC CHECKED BY JRH DATE 28 MAY 02 ISSUED FOR; REVISIONS 13 AUG 02 PSP REVIEW 06 NOV 03 PSP REVIEW 16 FES 03 DRAWING SCALE 7 0 FT 10 20 Nonh DRAWING TITLE BOULEVARD LANDSCAPE PLAN DRAWING NUMBER LA -03 SHEET 3 OF 5 19 E D + C B A LIVE OAK (Min. 15' 110 + SOUTHERN MAGNOLIA ® 5ALD CYPRESS + HOLLY :• TREE LIGUSTRUM CHERRY LAUREL a q ra- IN 5ENCH 4 TRASH I RECEPTACLE, TYP. _ J + L. :➢ OAK, 65' O.C. + CU MAIN ENTRY GATE ELEVATION SCALE: 1 2 3 4 5 6 —- LAKE 8 9 r. L4ND5CAPE NOTES 1, ALL LANDSCAPING SHALL BE IRRIGATED WITH AN AUTOMATIC IRRIGATION SYSTEM PROVIDING 10096 COVERAGE. f5KICXUAl-i- I 5RICKCOLUMNI iI sG IDMALK I v I iy A LLI II 9 a + I � I SIGN I I I I I I I + CU MAIN ENTRY GATE ELEVATION SCALE: 1 2 3 4 5 6 —- LAKE 8 9 r. L4ND5CAPE NOTES 1, ALL LANDSCAPING SHALL BE IRRIGATED WITH AN AUTOMATIC IRRIGATION SYSTEM PROVIDING 10096 COVERAGE. F GLATTING JACKSON KERRCI3ER ANGLIN LOPEZ PJNEHART 33 East Pine Street Orlando, FL 32801 P: 407 843 6552 E F: 407 8391789 F C I - • N • 11�- WESTRIDGE DEVWORTH PROPERTIES, INC. GLENMUIR CONSULTANTS SEAL PROJECT NO. 08343.00 DESIGNED BY JRH DRAWN BY NLC CHECKED BY JRH DATE 28 MAY 02 ISSUED FOR: REVISIONS 13 AUG 02 PSP REV EW 06 NOV 03 PSP REVIEW 16 FEB 04 PSP REVIEW 26 FEB 04 CITY COMMENT 22 JUN 04 8 DRAWING SCALE 0 FT 10 20 North DRAWING TITLE BOULEVARD & GATE LANDSCAPE PLAN A DRAWING NUMBER f5KICXUAl-i- I 5RICKCOLUMNI iI sG IDMALK I v I iy A LLI II 9 a I � I SIGN I I I I I I I F GLATTING JACKSON KERRCI3ER ANGLIN LOPEZ PJNEHART 33 East Pine Street Orlando, FL 32801 P: 407 843 6552 E F: 407 8391789 F C I - • N • 11�- WESTRIDGE DEVWORTH PROPERTIES, INC. GLENMUIR CONSULTANTS SEAL PROJECT NO. 08343.00 DESIGNED BY JRH DRAWN BY NLC CHECKED BY JRH DATE 28 MAY 02 ISSUED FOR: REVISIONS 13 AUG 02 PSP REV EW 06 NOV 03 PSP REVIEW 16 FEB 04 PSP REVIEW 26 FEB 04 CITY COMMENT 22 JUN 04 8 DRAWING SCALE 0 FT 10 20 North DRAWING TITLE BOULEVARD & GATE LANDSCAPE PLAN A DRAWING NUMBER I 14 --7 D I B A LIVE OAK (Min. 15' hQ SOUTHERN MAGNOLIA BALD CYPRESS HOLLY TREE LIGUSTRUM CHERRY LAUREL DATE PALM WASHINGTON PALM CRINUM LILTS V iBURNUM HEDGE DWARF OLEANDER INDIAN HAWTHORN FLOWERING ANNUALS LITTORAL PLANTING 7 I 8 + B 99 � PARK AREA + 2.3 ACRES + COPEN PLAY AREAD ivE mFI f O 1 1 2 \ � I 1� �irru, til COMMUNITY RECREATION BUILDING WITH RESTROOMS 4 755 SGL FT, OF MEETING SPACE v H 0 11 E LANDSCAPE NOTES I. ALL LANDSCAPING SHALL BE IRRIGATED WITH AN AUTOMATIC IRRIGATION SYSTEM PROVIDING 100%, COVERAGE. ITTORAL PLANTING I F GLATTING JACKSON KERCHER ANGLIN LOPEZ PJNEHART 33 East Pine Street Orlando, FL 32801 P: 407 843 6552 E F: 407 8391789 PROJECT AND OWNER A C WESTRIDGE OCOEE, FLORIDA DEVWORTH PROPERTIES, INC. GLENMUIR PROPERTIES, LTD. CONSULTANTS SEAL PROJECT NO. 05343.00 DESIGNED BY JRH DRAWN BY NLC CHECKED BY IRH DATE 28 MAY 02 ISSUED FOR; REVISIONS 13 AUG 02 PSP REV Bill 06 NOV 03 PSP REV EW 16 FEB 04 DRAWING SCALE 0 FT 10 20 North DRAWING TITLE RECREATION AREA LANDSCAPE PLAN DRAWING NUMBER LA -®5 t :FOLEY TO: City of Ocoee Planning & Zoning Commission FROM: Paul E. Rosenthal, Esq., City Attorney DATE: July 12, 2004 FOLEY & LARDNER LLP ATTORNEYS AT LAW MEMORANDUM CLIENT -MATTER NUMBER 020377.0442 RE: Westridge PUD (Project No. LS -91-002-B): First Amendment to Second Developer Agreement In connection with your consideration of the various matters related to the Westridge PUD, I am attaching hereto a copy of the First Amendment to Second Developer Agreement dated April 2, 2002 between Devworth Properties, Inc. and Glenmuir Properties, Ltd. (collectively, the "Developer") and the City of Ocoee (the "Amendment"). The Amendment was entered into between the City and the Developer in order to facilitate the conveyance to the City of certain right-of-way for 7th Avenue. The Amendment provides that the 7th Avenue right-of-way will be conveyed to the City at the time of approval of a Preliminary Subdivision Plan (`;PSP") by the City Commission. In the event the PSP is approved by the City Commission, then Devworth would be obligated to convey the 7th Avenue right-of-way to the City without any road impact fee credits or other payment by the City. The Amendment contemplated that the Developer would submit to the City applications for a Small Scale Comprehensive Plan Amendment for approximately 9 acres of commercial property and a proposed PSP consistent with the proposed Comprehensive Plan Amendment. The applications which are currently before the P&Z for consideration are the applications contemplated by the Amendment. However, the Amendment did not in any way obligate the City to approve the Commercial Use Small Scale Comprehensive Plan Amendment or a PSP consistent therewith. In the event the City Commission approves the PSP submitted by the Developer, then Devworth will be obligated, contemporaneous therewith, to convey the 7th Avenue right-of- way to the City. In order for the City to approve the PSP, it must first approve the Commercial Use Small Scale Comprehensive Plan Amendment so that the PSP would be consistent with the Comprehensive Plan. If the City Commission does not approve the PSP, then Devworth would not be obligated, at this time, to convey the 7th Avenue right-of-way to the City. Devworth 006.341892.1 FOLEY & LARDNER LLP ®FOLEY would however be obligated to convey such right-of-way at such later date as they submit to the City a Preliminary Subdivision Plan and obtain approval thereof. At the time of the Amendment, it was contemplated that an application would be submitted by July 1, 2002 and that final action would be taken by the City on the Comprehensive Plan Amendment and PSP applications by June 1, 2003. This schedule would have allowed for the improvement of 7th Avenue during the Summer 2003. Based on the current schedule, it is likely that 7th Avenue would be improved sometime in the Fall 2004 in the event the PSP is approved consistent with the Commercial Use Small Scale Comprehensive Plan Amendment. The City Commission has authorized the City Attorney to prepare a Resolution to condemn the 7th Avenue right-of-way. This would involve the purchase of the right-of-way based on its fair market value. The City has appraised the right-of-way at $72,316.00 and has offered to purchase it for that amount. This offer has not been accepted. If the PSP is approved, then the City would discontinue its condemnation efforts. PER/j lh Enclosure 2 006.341892.1 FOLEY & LARDNER LLP ATTORNEYS AT LAW THIS INSTRUMENT PREPARED BY: Scott A. Cookson, Esq. FOLEY & LARDNER LLP 111 North Orange Avenue, Suite 1800 Post Office Box 2193 Orlando, FL 32802-2193 (407)423-7656 THIS INSTRUMENT SHOULD BE RETURNED TO: Jean Grafton, City Clerk City of Ocoee 150 North Lakeshore Drive Ocoee, Florida 34761 (407)905-3100 SECOND AMENDMENT TO SECOND DEVELOPER AGREEMENT (Westridge PUD) THIS SECOND AMENDMENT TO SECOND DEVELOPER AGREEMENT (this "Amendment") is made and entered in this day of , 2004 by and between DEVWORTH DEVELOPMENT CO., INC., a Florida corporation ("Devworth") and GLENMUIR PROPERTIES, LTD., a Florida limited partnership ("Glenmuir") (collectively, the "Developer") and the CITY OF OCOEE, a Florida municipal corporation (the "City"). WITNESSETH: WHEREAS, Developer owns fee simple title to certain lands located in Orange County, Florida, said lands being more particularly described in Exhibit "A" attached hereto and by this reference made a part hereof (the "Land"); and WHEREAS, the Land lies within the corporate limits of the City of Ocoee, Florida; and WHEREAS, the Land is currently zoned PUD by the City pursuant to City of Ocoee Ordinance No. 92-07 which approved a Revised Land Use Plan for the Westridge PUD (the "PUD Zoning Ordinance"); and WHEREAS, the Land constitutes all of the "Westridge PUD"; and WHEREAS, pursuant to the PUD Zoning Ordinance, the predecessor -in -interest to the Developer has heretofore entered into that certain Second Developer Agreement dated September 7, 1993 between Jack Schiffman, as developer, and the City as recorded in Official Records Book 4619, Page 2136 of the Public Records of Orange County, Florida (the "Second Developer Agreement"); and WHEREAS, the Developer is the successor in title to Jack Schiffman under the terms of the Second Developer Agreement; and 006.309736.1 WHEREAS, the Developer and the City entered into that certain First Amendment to Second Developer Agreement dated April 2, 2002, as recorded in Official Records Book 6503, Page 464, of the Public Records of Orange County, Florida (the "First Amendment"); and WHEREAS, prior to July 1, 2002 the Developer applied to the City for (i) a small scale amendment to the City's Comprehensive Plan (the "Comprehensive Plan Amendment"); (ii) an amendment to the PUD Zoning Ordinance to allow commercial uses instead of residential uses (the "Rezoning"); and (iii) approval of a Preliminary Subdivision Plan for the Land (the "PSP Application"), all in accordance with Section 6 of the First Amendment; and WHEREAS, the Comprehensive Plan Amendment, the Rezoning and the PSP Application were not approved the City by June 1, 2003 which triggered the Developer's right to terminate the First Amendment by written notice to the City, all in accordance with Section 5 of the First Amendment; and WHEREAS, the Developer has waived its right to terminate the First Amendment in accordance with Section 5 of the First Amendment and thus the First Amendment remains in full force and effect; and WHEREAS, in connection with the Rezoning, and in order to comply with Section 4- 5A(5) of Article IV of the Ocoee Land Development Code, the revised Land Use Plan is incorporated into the Rezoning, and the conditions of approval and waivers referenced therein, are incorporated in this Amendment by reference; and WHEREAS, in order to fully comply with the provisions of the Ocoee Land Development Code and to set forth certain agreements between the parties the Developer and the City desire to enter into this Amendment. NOW, THEREFORE, in consideration of the premises and other good and valuable consideration exchanged between the parties hereto, the receipt and sufficiency of which is hereby acknowledged, the parties hereto agree as follows: Section 1. Recitals. The above recitals are true and correct and are incorporated herein by reference. Section 2. Development of the Land. (A) The Owner hereby agrees to develop the Land in accordance with that certain Westridge PUD Second Revised Land Use Plan prepared by Donald W. McIntosh Associates, Inc. date stamped as received by the City on (hereinafter referred to as the "Land Use Plan"). The Land Use Plan is hereby incorporated herein by reference as if fully set forth herein. (B) The Owner hereby agrees that the Land shall be developed in accordance with and is made subject to those certain Conditions of Approval attached hereto as Exhibit "B" and by this reference made a part hereof (the "Conditions of Approval"). The Owner further agrees to comply with all of the terms and provisions of the Conditions of Approval. The 2 006.309736.1 Conditions of Approval attached hereto as Exhibit "B" are the same as the Conditions of Approval set forth in the Land Use Plan. (C) Except as otherwise expressly set forth in this Amendment and the Land Use Plan it is agreed that (1) the Owner shall comply with the zoning and subdivision regulations of the City as set forth in the Ocoee Land Development Code, as it may from time to time be amended, and (2) all preliminary subdivision plans, final subdivision plans, and final site plans for the Land or any portion thereof shall conform to the Ocoee Land Development Code requirements in effect at the time of approval of any such plans. In the event of any conflict between the provisions of the Ocoee Land Development Code, as it may from time to time be amended, and this Agreement, it is agreed that the provisions of this Agreement shall control. Section 3. Waivers from the Ocoee Land Development Code. Pursuant to City of Ocoee Ordinance No. Owner has been granted waivers from the requirements of the Ocoee Land Development Code, said waivers being set forth in Exhibit "C" attached hereto and by this reference made a part hereof. Section 4. Conflicts. In the event any conflicts between this Amendment and the Westridge PUD, the PUD Zoning Ordinance, the Second Developer Agreement, or any other agreements with respect to the Land, it is agreed that this Amendment shall control. In the event of any conflict between this Amendment and any future preliminary and final subdivision plan with respect to the Land, or any portion thereof, it is agreed that this Amendment shall control. Section 5. Notices. Notices to the City shall be as set forth in the Second Developer Agreement. Section 6. Limitations. Except as amended hereby, the Second Developer Agreement as amended, remains unchanged and in full force and effect, and each of the parties hereto hereby ratifies and confirms the terms and conditions of the Second Developer Agreement. All references herein to the Second Developer Agreement as amended, shall refer to the Second Developer Agreement as amended by the First Amendment and this Amendment unless the text or context indicates otherwise. Section 7. Effective Date. This Amendment shall become effective as of the date of the last execution by a party hereto. Notwithstanding, if this Amendment is not approved and executed by the City on or before this Amendment shall not be effective. IN WITNESS WHEREOF, the Developer and the City have caused this instrument to be executed by their duly authorized elected officials, partners, and/or officers as of the day and year first above written. 3 006.309736.1 Signed, sealed and delivered in the presence of: Print Name Print Name Signed, sealed and delivered in the presence of: Print Name Print Name 4 006.309736.1 DEVELOPER: DEVWORTH DEVELOPMENT CO., INC., a Florida corporation By:_ Name: Title: (CORPORATE SEAL) GLENMUIR PROPERTIES, LTD., a Florida limited partnership By: G.S.N. DEVELOPMENT, General Partner By: Name: Title: STATE OF FLORIDA COUNTY OF I HEREBY CERTIFY that on this day, before me, an officer duly authorized in the State and County aforesaid to take acknowledgments, personally appeared as the of Devworth Development Co., Inc., a Florida corporation, who [_] is personally known to me or produced as identification, and that he/she acknowledged executing the same on behalf of said corporation in the presence of two subscribing witnesses, freely and voluntarily, for the uses and purposes therein expressed. WITNESS my hand and official seal in the County and State last aforesaid this day of 92004. Signature of Notary Name of Notary (Typed, Printed or Stamped) Commission Number (if not legible on seal): My Commission Expires (if not legible on seal): STATE OF FLORIDA COUNTY OF I HEREBY CERTIFY that on this day, before me, an officer duly authorized in the State and County aforesaid to take acknowledgments, personally appeared as the of Glenmuir Properties, Ltd., a Florida limited partnership, who [_I is personally known to me or " produced as identification, and that he/she acknowledged executing the same on behalf of said partnership in the presence of two subscribing witnesses, freely and voluntarily, for the uses and purposes therein expressed. WITNESS my hand and official seal in the County and State last aforesaid this day of , 2004. Signature of Notary Name of Notary (Typed, Printed or Stamped) Commission Number (if not legible on seal): My Commission Expires (if not legible on seal): 5 006.309736.1 Signed, sealed and delivered in the presence of Print Name: Print Name: FOR USE AND RELIANCE ONLY BY THE CITY OF OCOEE, FLORIDA. Approved as to form and legality this day of 2004. FOLEY & LARDNER LLP City Attorney STATE OF FLORIDA COUNTY OF ORANGE CITY: CITY OF OCOEE, FLORIDA Attest: S. Scott Vandergrift, Mayor Name: Title: (SEAL) APPROVED BY THE OCOEE CITY COMMISSION AT A MEETING HELD ON , 2004 UNDER AGENDA ITEM NO. I HEREBY CERTIFY that on this day, before me, an officer duly authorized in the State and County aforesaid to take acknowledgments, personally appeared S. SCOTT VANDERGRIFT and , personally known to me to be the Mayor and , respectively, of the CITY OF OCOEE, FLORIDA and that they severally acknowledged executing the same in the presence of two subscribing witnesses, freely and voluntarily under authority duly vested in them by said municipality. WITNESS my hand and official seal in the County and State last aforesaid this day of , 2004. Signature of Notary Name of Notary (Typed, Printed or Stamped) Commission Number (if not legible on seal): My Commission Expires (if not legible on seal): 6 006.309736.1 JOINDER AND CONSENT TO SECOND AMENDMENT TO DEVELOPER AGREEMENT (Westridge PUD) The undersigned hereby certifies that it is the holder of an indenture of mortgage, dated the 2"d day of October, 1998 and recorded in Official Records Book 5584, Page 4655, Public Records of Orange County, Florida, upon the above described property and the undersigned for and in consideration of valuable consideration, the receipt and sufficiency of which is hereby acknowledged, does hereby join in and consent to the execution of the foregoing Second Amendment to Second Developer Agreement (Westridge PUD) and agrees that the lien of its mortgage described herein above shall be subordinated to the aforedescribed Amendment. GORDON S. NUTT, as Trustee under the Signed, sealed and delivered provisions of unrecorded Trust Agreement in the presence of: dated December 11, 1984 known as the "Gordon S. Nutt Revocable Trust" By: Print Name: GORDON S. NUTT, as Trustee Print Name: STATE OF FLORIDA COUNTY OF ORANGE The foregoing instrument was acknowledged before me this day of , 2004, by GORDON S. NUTT, as Trustee under the provisions of unrecorded Trust Agreement dated December 11, 1984 known as the "Gordon S. Nutt Revocable Trust" who is " personally known to me, or " has produced as identification. Signature of Notary Name of Notary (Typed, Printed or Stamped) Commission Number (if not legible on seal): My Commission Expires (if not legible on seal): 7 006.309736.1 EXHIBIT "A" THE LAND DESCRIPTION OF OVERALL BOUNDARY: That part of the North 1/2 of the Southwest 1/4 of Section 32, Township 22 East, Range 28 East, Orange County, Florida, described as follows: Commence at the Southwest corner of Section 32, Township 22 South, Range 28 East, and run N 0021'38" W along the West line of the Southwest 1/4 of said Section 32 for a distance of 1330.98 feet to the Southwest corner of the North 1/2 of the Southwest 1/4 of said Section 32; thence run N 89'47'54" E along the South line of said North 1/2 of the Southwest 1/4 for a distance of 60.00 feet to a point on the East right—of—way line of Maguire Road (County Road 439), said point being the POINT OF BEGINNING; thence run N 00 21'58" W along said right—of—way line for a distance of 1255.66 feet to the point of curvature of a curve concave Southeasterly having a radius of 35.00 feet and a central ongle of 90'17'33 thence run Northeasterly along the arc of said curve for a distance of 55.16 feet to the point of tangency, thence run N 895555" E along the South right—of—way line of Moore Road as described in Official Records Book 4343, Page 4532, of said Public Records for a distance of 2547.37 feet to a point on the East line of said North 1/2 of the Southwest 1/4; thence run S 00'20'36" E along said line for a distance of 1284.83 feet to the Southeast corner thereof; thence run S 8947'54" W along the aforesaid South line of the North 1/2 of the Southwest 1/4 for a distance of 2582.14 feet to the POINT OF BEGINNING. Containing 76.339 acres more or less and being subject to any rights—of—way, restrictions and easements of record. 006.309736.1 EXHIBIT "B" CONDITIONS OF APPROVAL . CONDITMS OF APPROVAL 1. PROPOSED LAND USES: SINGLE FAMILY R SID NTIAL GROSS LAND AREA: 50.9 AC (INCLUDES STORMWATER/OPEN SPACE AND RECREATION TRACTS) NET LAND AREA: 50.9 AC TOTAL LOTS: 152 NET DENSITY: 3.0 UNITS/ACRE MINIMUM LOT SIZE: 60 FEET X 105 FEET MINIMUM NET LIVING FLOOR AREA: 1200 SOUARE FEET MAXIMUM BUILDING HEIGHT: TWO STORIES/35 FEET PARKING: MINIMUM 2 SPACES PER RESIDENTIAL UNIT OPEN SPACE MIN.25X OF GROSS LAND AREA; 12.7 AC MAXIMUM LOT COVERAGE: 40% OF LOT AREA FOR BUILDING AND 5OX OF LOT AREA FOR IMPERVIOUS COVERAGE. MIN. RESIDENTIAL LOT INTERNAL BULDING SETBACKS: FRONT 20 FT REAR 20 FT SIDE 7.5 FT CORNER (STREET SIDE) 20 FT SIDE/REAR (ACCESSORY BLDG) 7.5 FT MIN. RESIDENTIAL LOT PERIPHERAL BUILDING SETBACKS: MOORE ROAD RIGHT—OF—WAY: 35 FT. 7TH AVENUE FUTURE RIGHT—OF—WAY: 25 FT. FROM SOUTH SITE BOUNDARY: 25 FT. RESIDENTIAL RECREATION AREA: A 2.3 ACRE RECREATION AREA WILL BE PROVIDED TO BE OWNED AND MAINTAINED BY HOMEOWNERS ASSOCIATION. THREE AMENITIES (POOL, TOT LOT, OPEN PLAY AREA AND 755 SQ. FT. COMMUNITY MEETING ROOM), WILL BE PROVIDED. COMMERCIAL GROSS LAND AREA: +/— 8.8 ACRES NET LAND AREA: +/— 8.8 ACRES MAX. BUILDING HEIGHT: 35 FEET, 2 STORIES PARKING: PER OCOEE CODE FOR SPECIFIC COMMERCIAL USES OPEN SPACE: MIN. 20% OF GROSS LAND AREA FOR SITE SERVED BY MASTER STORM SYSTEM MIN. COMMERCIAL LOT INTERNAL BUILDING SETBACKS: FRONT. SEE PERIPHERAL SETBACKS BELOW SIDE: 10 FT. INCLUDING INTERNAL DRIVEWAYS REAR: 20 FT. INCLUDING INTERNAL DRIVEWAYS 25 FT ACCESS EASEMENT AT LOTS 153-156: 10 FT. MIN COMMERCIAL LOT PERIPHERAL BUILDING SETBACKS: MAGUIRE ROAD RIGHT—OF—WAY: 38 FT. WITH 25 FT LANDSCAPE BUFFER (SUBJECT TO 99-23 EXHIBIT 1. S 6-14;C.2.b(IV) FROM MOORE ROAD RIGHT—OF—WAY: 23 FT. HATH 25 FT LANDSCAPE BUFFER (SUBJECT TO 99- 23 EXHIBIT 1. S 6-14;C.b(l.V) ADJACENT TO RESIDENTIAL: 50 FT. WITH 25 FT LANDSCAPE BUFFER FROM 'A' BLVD: 25 FT WITH 15 FT LANDSCAPE 'BUFFER THE COMMERCIAL PARCEL SHALL CONFORM TO ORDINANCE NO 99-23 DEVELOPMENT STANDARDS OF THE CITY OF OCOEE. ALL BUILDINGS IN THE COMMERCIAL PARCEL SHALL HAVE TILE ROOFS. 2. SCHOOL AGE POPULATION: 152 LOTS X 0.404 = 62 (PER ORANGE COUNTY SCHOOL BOARD RATIO) 3. TRAFFIC GENERATION: SINGLE FAMILY - 1455 TRIPS COMMERCIAL — 4500 TRIPS 006.309736.1 4. UTILITY PROVIDERS: WATER: ORANGE COUNTY UTILITIES SANITARY SEWER: ORANGE COUNTY UTILITIES REUSE WATER: CITY OF OCOEE SOLD WASTE: CITY OF OCOEE ELECTRICITY: PROGRESS ENERGY (ST. LIGHTING TO CONFORM TO CITY LDC & ORD. 95-17) TELEPHONE: SPRINT 5. STORMWATER MANAGEMENT. ONSITE SYSTEM PER OCOEE AND ST. JOHNS RIVER WATER MANAGEMENT DISTRICT REQUIREMENTS WITH DISCHARGE TO POSITIVE OUTFALL THROUGH THE WETLAND. OVERALL STORMWATER POND REQUIREMENTS ARE ESTIMATED TO BE B.O+/- ACRES. 6. PRIVATE RESIDENTIAL STREETS / GATED COMMUNITY. WESTRIDGE SHALL BE A PRIVATE GATED COMMUNITY WITH A MANDATORY HOMEOWNERS ASSOCIATION OWNING AND MAINTAINING THE STREETS AND DRAINAGE FACILITIES TO BE BUILT TO CITY STANDARDS. ENTRYWAY GATES SHALL BE EQUIPPED WITH AN OPTICON ACTIVATED OVERRIDE DEVICE TO ALLOW EMERGENCY ACCESS TO. THE SUBDIVISION BY FIRE/RESCUE, POLICE AND OTHER EMERGENCY RESPONSE PERSONNEL A PERPETUAL NON-EXCLUSIVE ACCESS EASEMENT FOR THE BENEFIT OF THE CITY OF OCOEE AND OTHER APPLICABLE AUTHORITIES FOR FIRE, POLICE, AND OTHER EMERGENCY SERVICES AND A UTILTY EASEMENT FOR THE BENEFIT OF UTILITY PROVIDERS SHALL BE GRANTED OVER THE ACCESS ROAD TRACT. THE SINGLE FAMILY PORTION OF THE PROJECT IS PROPOSED TO BE GATED AND SHALL COMPLY WITH THE ORANGE COUNTY CODE FOR GATED COMMUNITIES. ALL REFERENCES IN SAID COUNTY CODE CHAPTER TO THE "COUNTY SHALL BE DEEMED TO REFER TO THE "CITY" FOR PURPOSES OF THIS REQUIREMENT. 7. HOMEOWNERS/PROPERTY OWNERS ASSOCIATIONS: ASSOCIATIONS SHALL BE CREATED FOR OWNERSHIP AND MAINTENANCE OF ALL COMMON AREAS, CONSERVATION AREAS, OPEN SPACE AREAS, RECREATION AREAS, STORMWATER PONDS AND PRIVATE STREETS AND DRAINAGE. ALL RELEVANT HOMEOWNERS/PROPERTY OWNERS ASSOCIATION DOCUMENTS AND DECLARATIONS OF COVENANTS AND RESTRICTIONS SHALL BE PROVIDED TO THE CITY FOR APPROVAL PRIOR TO RECORDING EACH PLAT. ALL FINISHED FLOOR ELEVATIONS TO BE 1 FT. ABOVE 100 YR. FLOOD_ 8. PHASING THE RESIDENTIAL PORTION OF THE PROJECT WALL BE DEVELOPED IN TWO PHASES. THE COMMERCIAL PORTION WILL BE DEVELOPED IN MULTIPLE PHASES CONSISTENT WITH ITS LOTTING PLAN. ALL COMMERCIAL LOTS WILL BE A MINIMUM OF 1 AC, IN SIZE, INCLUDING THE 12FT ADDITIONAL RIGHT-OF-WAY ALONG MAGUIRE ROAD AND MOORE ROAD. 9. 77H AVE RIGHT OF WAY CONVEYANCE: AT THE TIME APPROVAL OF THIS PLAN, THE OWNER SHALL CONVEY TO THE CITY TRACT 'J' AND TRACT 'K" (COLLECTIVELY, THE '77H AVE ROW'). THE CONVEYANCE OF TRACT 'K' AND ALL DOCUMENTS RELATED THERETO SHALL BE BASED ON THE LEGAL DESCRIPTION PROVIDED BY THE CITY. THE 7TH AVE ROW SHALL. BE CONVEYED BY THE OWNER BY SPECIAL WARRANTY DEED FREE AND CLEAR OF ALL LIENS AND ENCUMBRANCES EXCEPT FOR THOSE MATTERS ACCEPTABLE TO THE CITY. THE FORM OF THE SPECIAL WARRANTY DEED SHALL BE SUBJECT TO THE APPROVAL OF THE CITY.THE OWNER SHALL CONTEMPORANEOUSLY WITH THE CONVEYANCE OF THE 7TH AVE ROW PROVIDE A CURRENT TITLE COMMITMENT, TO BE FOLLOWED BY A POLICY OF TITLE INSURANCE IN THE AMOUNT OF $10,000.00. EVIDENCING THAT FEE SIMPLE TITLE TO THE 7TH AVE ROW IS FREE AND CLEAR OF ALL LIENS AND ENCUMBERANCES EXCEPT FOR THOSE MATTERS ACCEPTABLE TO THE CITY. THE COSTS AND EXPENSES RELATED TO THE CONVEYANCE OF THE 77H AVE ROW, INCLUDING THE COST OF TITLE WORK, SHALL BE BORNE SOLELY BY THE OWNER. REAL PROPERTY TAXES ON THE 7114 ROW SHALL BE PRORATED AS OF THE DAY BEFORE THE ACCEPTANCE OF THE CONVEYANCE OF THE SAME, AND THE PRORATED AMOUNT OF SUCH REAL PROPERTY TAXES ATTRIBUTABLE TO THE OWNER SHALL BE PAID AND ESCROWED BY THE OWNER IN ACCORDANCE WITH THE PROVISIONS OF SECTION 196.295, FLORIDA STATUTES: PROVIDED, HOWEVER, THAT IF THE CONVEYANCE OCCURS BETWEEN NOVEMBER 1 AND DECEMBER 31, THEN THE OWNER SHALL BE RESPONSIBLE FOR THE REAL PROPERTY TAXES FOR THE ENTIRE YEAR. NEITHER THE OWNERS, ITS SUCCESSORS AND ASSIGNS, NOR ANY OTHER PERSON OR ENTITY SHALL BE ENTICED TO.ANY ROAD IMPACT FEE CREDITS OR OTHER COMPENSATION OF ANY KIND FOR, ON ACCOUNT OF, OR WITH RESPECT TO THE CONVEYANCE OF THE 77H AVE ROW. THE ALIGNMENT FOR 7TH AVENUE WILL BE ADJUSTED ON THE FINAL SUBDIVISION PLAN CONSISTENT WITH THE NEW AND REVISED CITY LEGAL DESCRIPTION FOR TRACT W. 10. CONCERNING MORATORIUMS THE CITY IS SUBJECT TO THE TERMS, PROVISIONS AND RESTRICTIONS OF F.S. SECTION 163 CONCERNING MORATORIUMS ON ISSUANCE OF BUILDING PERMITS UNDER CERTAIN CIRCUMSTANCES. THE CITY HAS NO LAWFUL AUTHORITY TO EXEMPT ANY PRIVATE ENTITY OR ITSELF FROM THE APPLICATION OF SUCH STATE LEGISLATION AND NOTHING HEREIN SHALL BE CONSTRUED AS SUCH EXEMPTION. 11. FLAG LOTS NO MORE THAN TWO FLAG LOTS TO BE LOCATED ADJACENT TO EACH OTHER. THE MINIMUM LOT WIDTH OF FLAG LOTS AT THE RIGHT-OF-WAY SHALL BE 20 FEET WITH THE NARROW EXTENSION NOT TO EXCEED 100 FEET IN LENGTH. 12. DEVELOPER AGREEMENT: A SECOND AMENDMENT TO SECOND DEVELOPER AGREEMENT WHICH INCORPORATES THE CONDITIONS OF APPROVAL ON THE LAND USE PLAN SHALL BE ENTERED INTO BETWEEN THE CITY AND THE DEVELOPERS IN CONNECTION WITH APPROVAL OF THIS LAND USE PLAN. EXISTING DEVELOPER AGREEMENTS ARE: FIRST DEVELOPER AGREEMENT RECORDED AT ORB 4285, PAGE 2790, NOVEMBER 20, 1990. SECOND DEVELOPER AGREEMENT RECORDED AT ORB 4619, PAGE 2136, SEPTEMBER 7, 1993 FIRST AMENDMENT TO SECOND DEVELOPER AGREEMENT DATED APRIL 2, 2002 -RECORDED AT ORB 6503, PAGE 464. 13. WAIVERS: REQUESTED WAIVERS ARE SET FORTH IN THE WAIVER TABLE ON THIS SHEET 14. WETLAND MITIGATION: ALL ENCROACHMENTS INTO AREAS CLAIMED AS JURISDICTIONAL WETLANDS BY ST. JOHNS RIVER WATER MANAGEMENT DISTRICT SHALL BE MITIGATED CONSISTENT MATH REQUIREMENTS AND PERMIT CONDITIONS OF THE SJRWMD AND CITY OF OCOEE. 15. VEHICULAR ACCESS RIGHTS- VEHICULAR IGHTSVEHICULAR ACCESS RIGHTS TO MAGUIRE ROAD, MOORE ROAD, 7TH STREET, 6TH STREET AND THE ROAD LEADING UP TO THORNEBROOK ELEMENTARY WILL BE DEDICATED TO THE CITY FOR ALL ABUTTING LOTS AND TRACTS OTHER THAN AS SHOWN ON THE APPROVED PLAN. 16. LEGAL INSTRUMENTS ALL LEGAL INSTRUMENTS INCLUDING, BUT NOT LIMITED TO, THE DECLARATION OF COVENANTS, EASEMENTS AND RESTRICTIONS, ASSOCIATION DOCUMENTATION, EASEMENT AGREEMENTS AND WARRANTY DEEDS CONVEYING PROPERTY TO THE CITY OR ASSOCIATION MUST BE SUBMITTED TO AND APPROVED BY THE CITY PRIOR TO PLAT APPROVAL 17. RECREATION PHASING: THE RECREATION AREA WILL BE DEVELOPED WITH THE FIRST RESIDENTIAL PHASE. 18. LANDSCAPE PHASING: ALL SCREEN WALLS, LANDSCAPE BUFFERS, ENTRY AND CORNER LANDSCAPE IMPROVEMENTS FOR EACH PHASE SHALL BE COMPLETED PRIOR TO ISSUANCE OF THE CERTIFICATE OF COMPLETION FOR EACH PHASE RESPECTIVELY. 19. SIGHT LINES NO WALL, FENCE. SIGN OR STRUCTURE OR ANY PLANT GROWTH SHALL OBSTRUCT SIGHT LINES (BETWEEN 2'6" AND 10' ABOVE THE CROWN OF THE ADJACENT ROADWAY WITHIN THE SIGHT DISTANCE TRIANGLE AS DEFINED IN THE LAND DEVELOPMENT CODE) AT THE INTERSECTION OF THE TWO ADJACENT STREETS. 20. FlNISHED FLOOR ELEVATIONS: FINISHED FLOOR ELEVATIONS SHALL BE SET A MINIMUM OF ONE FT. ABOVE THE CALCULATED POST -DEVELOPMENT ELEVATION GENERATED BY THE 100-YEAR/24-HOUR DESIGN STORM. 21. FRONT BUILDING SETBACK: FRONT BUILDING SETBACK WILL. BE A MINIMUM OF 20 FEET OR. WHERE THE MINIMUM LOT WIDTH IS OBTAINED, WHICHEVER IS GREATER, THE FRONT SETBACK UNE TO BE PARALLEL OR MEASURED RADIALLY FROM THE STREET RIGHT OF WAY. 22. UTILITIES THE WATER AND SEWER LINES, INCLUDING THE LINES FROM THE UFT STATION TO THE EXISTING PUBLIC FORCE MAIN, WILL BE DEDICATED TO ORANGE COUNTY. THE DEVELOPER WILL INSTALL A REUSE WATER SYSTEM THROUGHOUT THE ENTIRE SUBDIVISION WHICH MEETS CITY OF OCOEE SPECIFICATIONS AS PART OF THE PROJECT INFRASTRUCTURE. EACH FIRE HYDRANT SHALL BE OSHA YELLOW IN COLOR AND A BLUE REFLECTIVE MARKER SHALL BE AFFIXED TO THE STREET IN THE CENTER LANE CLOSEST TO THE HYDRANT. ALL ONSITE UTILITIES, INCLUDING ELECTRICAL, CABLE TV AND TELEPHONE, WILL BE PLACED BELOW THE GROUND. ALL SANITARY SEWER MAINS TO BE 8' MINIMUM. ALL WATER MAINS TO BE 6- MINIMUM. ALL UNDERGROUND UTILITIES WILL COMPLY WITH ORDINANCE #95-17, WHICH REQUIRES PEDESTAL -MOUNTED UTILITY BOXES TO BE PLACED BACK OFF THE STREET, NO MORE THAN 5 FEET FORWARD OF THE FRONT BUILDING SETBACK UNE, ON ALL RESIDENTIAL LOTS WHICH ARE LESS THAN 70 FEET IN WIOTH WHERE THE LOT ABUTS THE STREET RIGHT OF WAY UNE. 23. SIDEWALKS THE DEVELOPER SHALL CONSTRUCT APPROPRIATE CURB CUTS TO ENABLE CONSTRUCTION OF RAMPS AT ALL RIGHTS-OF-WAY INTERSECTIONS (AND OTHER AREAS AS REASONABLY REQUIRED) IN ORDER TO ACCOMMODATE ACCESS TO SIDEWALKS AND STREETS FOR PERSONS WHO ARE IN WHEELCHAIRS AND OTHER PERSONS WHO ARE PHYSICALLY CHALLENGED. SIDEWALKS ABUTTING EACH PLATTED LOT SHALL BE CONSTRUCTED AT THE TIME A HOUSE IS CONSTRUCTED ON THE LOT. WHEN SIDEWALKS ARE CONSTRUCTED ON CORNER LOTS AT CERTAIN LOCATIONS, THE SIDEWALKS WALL BE EXTENDED TO THE CURB AT THE APPROPRIATE RAMPS WILL THEN BE CONSTRUCTED. SIDEWALKS ADJACENT TO COMMON AREAS SHALL BE CONSTRUCTED AT THE TIME OF PERMANENT CONSTRUCTION OF ADJACENT COMMON AREAS. SIDEWALKS ALONG MAGUIRE ROAD AND ALONG MOORE RD SHALL BE COMPLETED PRIOR TO ISSUING THE CERTIFICATE OF COMPLETION FOR THE ADJACENT PHASE OF DEVELOPMENT. SIDEWALKS ALONG THE NORTH SIDE OF "A" BLVD AND THE EAST SIDE OF MAGUIRE RD FROM "A" BLVD SOUTH SHALL BE INSTALLED WITH THE FIRST PHASE OF RESIDENTIAL DEVELOPMENT. 24. EXCEPT AS SPECIFICALLY NOTED ON THIS PRELIMINARY SUBDIVISION PLAN, DEVELOPMENT OF THIS PROPERTY SHALL BE CONSISTENT WITH THE REQUIREMENTS OF THE CITY OF OCOEE CODE. 25. THERE SHALL BE NO ACCESS FROM THE PROJECT TO ANY PUBLIC ROADS EXCEPT AT THE APPROVED LOCATIONS SHOWN ON THE PLAN. 26. ANY DAMAGE CAUSED TO ANY PUBLIC ROAD AS A RESULT OF THE CONSTRUCTION ACTIVITIES RELATED TO THE PROJECT, SHALL BE PROMPTLY REPAIRED BY THE DEVELOPER TO THE APPLICABLE GOVERNMENT STANDARDS AT THE DEVELOPER'S SOLE COST AND EXPENSE. 27. AN OVERALL SUBDIVISION PLAN SHALL BE AVAILABLE FOR REVIEW BY PROSPECTIVE BUYERS IN ALL RESIDENTIAL SALES OFFICES. 28. ALL EXISTING STRUCTURES (INCLUDING BUILDINGS, POWER LINES, EXISTING AERIAL AND UTILITY FACILITIES) WALL BE REMOVED ANO/OR TERMINATED PRIOR TO OR DURING CONSTRUCTION OF THE DEVELOPMENT REPLACING THOSE USES. 29. ALL ROADS WILL BE PRIVATE. 30. THE DEVELOPMENT OF THIS PROJECT WILL INCORPORATE THE STORMWATER NEEDS OF ALL PUBLIC AND PRIVATE ROADS WITHIN THE PROJECT. 31. EACH PHASE OF DEVELOPMENT SHALL STAND ON ITS OWN WITH RESPECT TO PUBLIC SERVICES (SEWER, WATER, STORMWATER MANAGEMENT. ACCESS AND OTHER RELATED SERVICES). 32. TO THE EXTENT ANY LIFT STATIONS ARE REQUIRED ON THE PROPERTY THEY WILL BE CONVEYED AT THE TIME OF PLATTING. ALL SUCH LIFT STATIONS SHALL BE FENCED WITH BLACK, VINYL. CHAIN-LINK FENCE. WITH POSTS AND RAILS PAINTED BLACK. AND SHALL BE SET BACK NO LESS THAN 25' FROM ANY STREET. SUCH LIFT STATIONS SHALL ALSO BE SCREENED WITH -HEDGE -TYPE SHRUBBERY, SUCH AS VIBURNUM OR LIGUSTRUM. 33. STREET LIGHTS WILL BE INSTALLED BY THE DEVELOPER, AT THE DEVELOPER'S SOLE COST AND EXPENSE, PRIOR TO A CERTIFICATE OF COMPLETION BEING ISSUED, AND THE COST OF OPERATIONS WILL BE ASSUMED BY THE DEVELOPER IN ACCORDANCE WITH ORDINANCE NO. 95-17. 34. THE LEGALLY ASSIGNED NAME FOR THE SINGLE-FAMILY PORTION OF THE SUBDIVISION IS "WESTRIDGE". PURSUANT TO ORDINANCE NO. 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 CITY COMMISSION. 35. THE SECOND REVISED LAND USE PLAN REPLACES AND SUPERSEDES ALL PRIOR LAND USE PLANS RELATING TO THE PROPERTY. 36. EITHER A HOMEOWNERS ASSOCIATION OR A PROPERTY OWNERS ASSOCIATION SHALL MAINTAIN THE LANDSCAPING AND IMPROVEMENTS WITHIN THE WALL AND LANDSCAPE EASEMENTS WITHIN .THF-EIROPERTY. EXCEPT THAT ALL LANDSCAPING ON THE- INTERIOR OF ALL WALLS SHALL BE MAINTAINED BY THE INDIVIDUAL LOT OWNERS. 37. ALL COMMERCIAL PARCELS SHALL BE DEVELOPED WITH THE STANDARDS SPECIFIED IN ORDINANCE X199-23. AS AMENDED. EXCEPT AS OTHERWISE SPECIFIED IN THE PLANS AND CONDITIONS OF APPROVAL FOR THIS PUD. 38. PERMITTED USES WITHIN THE COMMERCIAL PORTION OF THIS PUD SHALL BE THOSE LISTED IN THE LAND DEVELOPMENT CODE AS PERMITTED USES IN AREAS WITHIN A C-2 ZONING DISTRICT. HOWEVER,' EVEN THOUGH THE FOLLOWING USES WOULD NORMALLY BE PERMITTED IN A C-2 ZONING DISTRICT, THESE USES SHALL NOT BE PERMITTED WITHIN THIS PUD: AUTOMOBILE SALES (NEW OR USED), AUTOMOBILE REPAIR OR SERVICE STATIONS, AUTOMOBILE REPAIR, HOTEL OR MOTEL, MOVIE THEATERS, CONVENIENCE STORES WITH GAS SALES, LIQUOR STORES, MINIATURE GOLF/DRIVING RANGE. PAWN SHOPS, DRIVE-IN RESTAURANTS WITH PICK-UP WINDOWS AND CHECK CASHING ESTABLISHMENTS AS A CONDITION OF THIS PUD, ANY USES THAT WOULD BE PERMITTED AS A SPECIAL EXCEP11ON IN A C-2 DISTRICT WILL REQUIRE SPECIAL EXCEPTION APPROVAL. 39. PERMITTED USES WITHIN THE SINGLE FAMILY RESIDENTIAL PORTION OF THIS PUD SHALL BE THOSE LISTED IN THE LAND DEVELOPMENT CODE AS PERMITTED USES IN AREAS WITHIN THE SINGLE FAMILY ZONING DISTRICTS. AS A CONDITION OF THIS PUD, ANY USES THAT WOULD BE PERMITTED AS A SPECIAL EXCEPTION IN SINGLE FAMILY DISTRICTS WILL REQUIRE SPECIAL EXCEPTION APPROVAL. 40. THE LARGE CONSERVATION AREA IN THE SOUTHWEST CORNER OF THE SITE (ALL OF THE WETLANDS AS WELL AS THE 25 -FOOT AVERAGE UPLAND BUFFER AREA ADJOINING THE WETLANDS) SHALL BE OWNED AND MAINTAINED BY THE HOMEOWNERS ASSOCIATION. A CONSERVATION/DRAINAGE EASEMENT OVER THE ENTIRE AREA SHALL BE DEDICATED TO THE CITY OF OCOEE. THE EASEMENT DOCUMENT WILL BE PREPARED BY THE CITY AND SHALL BE EXECUTED BY THE OWNER AND RECORDED AT THE TIME OF PLATTING. 41. THE 6' BRICK WALL ALONG MOORE ROAD AND 71H STREET WILL BE CONSTRUCTED AT LEAST 5 FEET BACK FROM THE RIGHT-OF-WAY UNE WITHIN THE 10' WALL AND LANDSCAPE EASEMENT. SHADE TREES SHALL BE PLANTED ON THE OUTSIDE OF THE WALLS EVERY 50' ALONG THEIR ENTIRE LENGTH AND SHRUBS SHALL BE PLANTED ON THE OUTSIDE OF THE WALLS ALONG THEIR ENTIRE LENGTH. 42. ALL ON-SITE UTILITIES INCLUDING ELECTRICAL, CABLE TV AND TELEPHONE SHALL BE PLACED BELOW GROUND. 43. ALL COMMERCIAL AND OFFICE LOT USERS SHALL CONFORM TO THE MASTER ARCHITECTURAL. SIGNAGE, LIGHTING AND LANDSCAPE PACKAGE PLANS, WHICH WILL BE PROVIDED AS PART OF THE FINAL SUBDIVISION PLAN APPROVAL- 44. PPROVAL44. CONSERVATION TRACT 'I" SHALL BE OWNED AND MAINTAINED BY THE WMPOA. A CONSERVATION/DRAINAGE EASEMENT OVER TRACT Y SHALL BE PROVIDED TO THE CITY OF OCOEE. THE EASEMENT DOCUMENT WILL BE PREPARED BY THE CITY AND SHALL BE EXECUTED BY THE OWNER AND RECORDED AT THE TIME OF PLATTING. 45. THE LANDSCAPE MEDIAN WITHIN 'A" BOULEVARD IN FRONT OF THE COMMERCIAL LOT WALL BE MAINTAINED BY THE WESTRIOGE COMMERCIAL PROPERTY OWNERS ASSOCIATION. THE LANDSCAPE MEDIAN WITHIN "A' BOULEVARD IN FRONT OF SINGLE FAMILY AND AT THE RESIDENTIAL ENTRANCE GATES WILL BE MAINTAINED BY THE WESTRIDGE HOMEOWNERS ASSOCIATION. 46. ALL RETENTION PONDS WILL BE DESIGNED PER THE LDC TO BE UNFENCED. 47. THE DEVELOPER IS TO PROTECT AND PREVENT ANY DISTURBANCE. SILTATION, OR OTHER CONSTRUCTION WITHIN THE CONSERVATION AREAS (TRACT '1'). THAT AREA IS TO BE FENCED OFF DURING CONSTRUCTION AND SILT FENCES INSTALLED TO ELIMINATE ANY POSSIBILITY OF DISTURBANCE IN THE AREA DURING CONSTRUCTION. 48. DRAINAGE EASEMENTS BETWEEN LOTS ARE SHOWN FOR LOCATION ONLY. FINAL EASEMENT DIMENSIONS (WIDTHS) WILL BE SHOWN ON THE FINAL SUBDIVISION PLAN AND WILL BE SIZED TO MEET CITY REQUIREMENTS. 49. UNLESS OTHERWISE NOTED, A 5' UTIUTY AND DRAINAGE EASEMENT WALL BE PLATTED ALONG ALL SIDE LOT LINES, AND A 10' UTIUTY AND DRAINAGE EASEMENT ADJACENT TO THE STREET RIGHT-OF-WAY. 50. NO PERSON SHALL UNDERTAKE LAND CLEARING OR THE REMOVAL OF ANY PROTECTED TREE WITHOUT FIRST OBTAINING A PERMIT FROM THE BUILDING DEPARTMENT. THE REMOVAL OF PROTECTED TREES SHALL BE MINIMIZED TO THE MAXIMUM EXTENT POSSIBLE AND NO AUTHORIZATION SHALL BE GRANTED TO REMOVE A TREE IF THE DEVELOPER HAS FAILED TO TAKE REASONABLE MEASURES TO PRESERVE SPECIMEN AND HISTORIC TREES. 51. NOTWITHSTANDING THE CONVEYANCE OF THE STORMWATER RETENTION PONDS TO AN ASSOCIATION OR ANY PROVISION TO THE CONTRARY CONTAINED IN THESE CONDITIONS OF APPROVAL, THE DEVELOPER SHALL REMAIN RESPONSIBLE FOR THE MAINTENANCE OF THE PROJECT'S STORMWATER MANAGEMENT SYSTEM (SWMS), INCLUDING ALL STORMWATER RETENTION PONDS. UNTIL SUCH TIME AS. (0 THE ENTIRE SWMS FOR THE PROJECT IS CONSTRUCTED AND APPROPRIATE CERTIFICATES OF COMPLETION ISSUED BY BOTH THE CITY AND THE SJRWMD, (ti) THE STORMWATER RETENTION PONDS INTENDED TO BE CONVEYED TO THE ASSOCIATION HAVE, IN FACT. BEEN CONVEYED TO THE ASSOCIATION, (111) THE ASSOCIATION IS DESIGNATED AS THE MAINTENANCE ENTITY ON THE RECORDS OF THE SJRWMD, AND ALL TRANSFER RECORDS REQUIRED BY SJRWMD HAVE BEEN EXECUTED AND ACCEPTED BY SJRWMD. (Iv) THE CITY HAS BEEN PROVIDED WITH A COPY OF THE DEVELOPER'S PROPOSED MAINTAINANCE PLAN WITH RESPECT TO THE SWMS. (v) THE CITY HAS BEEN PROVIDED WITH A WRITTEN STATEMENT FROM THE ASSOCIATION ACKNOWLEDGING RECEIPT OF THE DEVELOPER'S PROPOSED MAINTENANCE PLAN WITH RESPECT TO THE SWMS AND THAT THE ASSOCIATION IS RESPONSIBLE FOR THE MAINTENANCE ;OF THE SWMS. 52. THE DECLARATION OF COVENANTS, CONDITIONS AND RESTRICTIONS FOR THE SUBDIVISION (THE -DECLARATION-) SHALL CONTAIN A PROVISION ALLOWING THE CITY OF OCOEE THE OPPORTUNITY TO LEVY, COLLECT, AND ENFORCE ASSESSMENTS FOR MAINTENANCE OF THE COMMON AREAS SHOULD THE ASSOCIATION FAIL TO DO SO OR SHOULD THE ASSOCIATION FAIL TO COLLECT ASSESSMENTS AT A LEVEL ALLOWING FOR ADEQUATE MAINTENANCE OF THE COMMON AREAS. 53. THE DECLARATION SHALL PROVIDE THAT THE ASSOCIATION SHALL AT ALL TIMES BE IN GOOD STANDING WITH THE FLORIDA SECRETARY OF STATE. 54. THE DECLARATION SHALL CONTAIN A 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 STORMWATER SYSTEM ACCOMPANIED BY AN ENGINEER'S CERTIFICATION THAT THE STORMWATER SYSTEM IS FUNCTIONING IN ACCORDANCE WITH ALL APPROVED PLANS AND PERMITS, TO THE EXTENT THAT ANY SUCH ENGINEER'S REPORT INDICATES ANY CORRECTIVE ACTION IS REQUIRED, THE DECLARANT SHALL BE REQUIRED TO DILIGENTLY UNDERTAKE SUCH CORRECTIVE ACTION AT THE DECLARANTS EXPENSE AND TO POST A CASH BOND WITH THE ASSOCIATION FOR THE ESTIMATED COSTS OF SUCH CORRECTIVE ACTION. 55. THE DECLARATION SHALL CONTAIN A PROVISION THAT ANY AMENDMENT TO ANY PROVISION AFFECTING THE CITY OF OCOEE REQUIRES THE CONSENT OF THE CITY OF OCOEE IN AN INSTRUMENT RECORDED MATH THE AMENDMENT. 56. THE DECLARATION SHALL CONTAIN A PROVISION PROVIDING THAT THE STORMWATER SYSTEM WILL BE TRANSFERRED TO A RESPONSIBLE OPERATION AND MAINTENANCE ENTITY ACCEPTABLE TO THE CITY OF OCOEE IN THE EVENT OF DISSOLUTION OF THE ASSOCIATION AND THAT IF DISSOLUTION OCCURS WITHOUT SUCH APPROVAL THEN THE CITY OF OCOEE MAY CONTINUE TO LEVY AND COLLECT ASSESSMENTS AND IMPOSE LIENS WITH RESPECT THERETO NOTWITHSTANDING THE DISSOLUTION OF THE ASSOCIATION. 57. THE DECLARATION SHALL SPECIFICALLY PROVIDE THAT NO PROPERTY OWNED BY THE CITY OF OCOEE OR ANY OTHER GOVERNMENTAL ENTITY NTH THE SUBDIVISION SHALL BE SUBJECT TO ASSESSMENTS LEVIED BY THE ASSOCIATION. 58. THE DEVELOPER SHALL COMPLY MATH ORDINANCE NO. 2001-19 WHICH REQUIRES THE INCLUSION OF COMMUNITY MEETING ROOMS AS AN AMENITY FOR RESIDENTIAL SUBDIVISIONS. 59. CROSS ACCESS EASEMENTS TO BE PROVIDED FOR ALL COMMERCIAL LOTS AND DRIVE LANES WILL BE 24 FT WIDE WITH 6' RAISED CURB AT PAVEMENT EDGES. 60. AT ALL TIMES PRIOR TO THE DEVELOPMENT OF THE COMMERCIAL PORTION OF THE SUBDIVISION. THE DEVELOPER SHALL MAINTAIN A SIGN ON THE COMMERCIAL TRACT AS NOTICE TO SINGLE—FAMILY PURCHASERS THAT A PORTION OF THE SUBDIVISION WALL BE DEVELOPED FOR COMMERCIAL AND OFFICE USES. THE SIGN WILL BE A MINIMUM OF 32 SQ. FT. AND BE PLACED FACING MAGUIRE ROAD IN A LOCATION APPROVED BY THE CITY OF OCOEE. 61. THE LEFT TURN LANE SOUTH BOUND ON MAGUIRE ROAD AND THE RESTRIPING OF THE NORTH BOUND TWO LANES ON MAGUIRE ROAD WILL BE CONSTRUCTED BY THE DEVELOPER WITH PHAS 1 AND THE CONSTRUCTION OF BOULEVARD W. THE RIGHT TURN LANES ON EAST BOUND MOORE ROAD WILL BE CONSTRUCTED BY THE DEVELOPERWITH THE FIRST BUILDING PERMIT WITHIN THE COMMERCIAL/OFFICE PARCELS, PROVIDED THE POWER POLES HAVE BEEN RELOCATED TO ALLOW CONSTRUC710NOF THE TURN LANE. IN THE EVENT THE POWER POLES HAVE NOT BEEN RELOCATED AT THAT TIME, THEN THE RIGHT TURN LANE SHALL BE CONSTRUCTED AS SOON AS REASONABLY PRACTICAL FOLLOWING THE RELOCATION OF THE POWER POLES TO ALLOW CONSTRUCTION OF TURN LANE MOORE ROAD. 62. THE DEVELOPER SHALL PRE—PAY $100,000 OF ROAD IMPACT FEES APPLICABLE TO THE DEVELOPMENT PROPERTY UPON RECORDING OF THE FIRST PLAT. WITH THE FIRST PLAT OF THE PROPERTY THE DEVELOPER SHALL DEDICATE OR CONVEY TO THE CITY ADDITIONAL LAND ALONG ITS BOUNDARY WITH (1) MAGUIRE ROAD, NOT TO EXCEED TWELVE FEET (12') IN WIDTH TO ACCOMODATE FUTURE RIGHT TURN LANES INTO BOULEVARD W AND, WIDTH INTERRUPTION, THEN INTO COMMERCIAL LOTS 154 AND 155, THEN CONTINUING THROUGH WITHOUT INTERRUPTION TO MOORE ROAD: AND (2)MOORE ROAD, NOT TO EXCEED TWELVE FEET (12) IN WIDTH TO ACCOMODATE RIGHT TURN LANES INTO THE FIRST TWO ACCESS POINTS SHOWN ON THE PSP WITHIN THE COMMERCIAL DESIGNATED PORTION OF THE DEVELOPMENT PROPERTY. THE RIGHT TURN LANES OFF MAGUIRE ROAD ARE TO BE CONSTRUCTED IN THE FUTURE'BY-THE• CITY OR OTHERS, NOT TO INCLUDE THE DEVELOPER, AND THE RIGHT TURN LANE ALONG MOORE ROAD IS TO BE CONSTRUCTED BY THE DEVELOPER CONSISTENT WITH PLANS APPROVED FOR THIS PROJECT. NOTHING HEREIN SHALL BE CONSTRUED AS IMPOSING AN OBLIGATION UPON THE CITY TO CONSTRUCT, OR TO REQUIRE ANOTHER TO CONSTRUCT. THE NORTH BOUND RIGHT TURN LANES ALONG MAGUIRE ROAD. 63. THE AFOREMENTIONED $100,000 PAYMENT IS TO BE USED BY THE CITY, ALONG WITH SHARING CONTRIBUTIONS OF OTHER INTERSECTION BORDERING PARTICIPANTS. FOR IMPROVING THE INTERSECTION SIGNALIZATION AND MASTING .T SIMILAR TO WHAT WAS CONSTRUCTED AT OTHER INTERSECTIONS TO THE NORTH ON MAGUIRE ROAD. F: \Proj9—\97194\ENGadmin\Prod\EP020.doc EXHIBIT "C" Waiver Table (Commercial/Office) Code Section Citation Code Standard Proposed Standard Justification for Waiver Article IV, Access driveway separation of Allow driveway separations of less Necessary for traffic circulation for Section 4-5M(4) 350—ft. from arterial street than 350—ft. from arterial street (163—ft. proposed site plan and consistent Section 4-5L(4) 57. of gross land area +/— and 337—ft. +/— measured along with findings of traffic study by (2.48 ac) north right—of—way line) from Maguire Glatting Jackson at d. Article VII, No development within 25ft Road right—of—way line Upland and Wetland preservation and mitigation for impacts will be Article IV, Sidewalks required along all 6—ft. sidewalk on north side only of Wetland and buffer preservation on Section 4-5M(7)(g) rights—of—way entry boulevard south side Article IV, 6—ft. maximum wall height 7—ft. wall proposed between office and Increased privacy desired between Section 4-5L(7) residential commercial/office and single family residential Article IV, 50' SBL MAGUIRE ROAD City requirement for 12' Section 4-5M(3) (ARTERIAL) 38' SBL additional right—of—way. Artide IV, 35' SBL MOORE ROAD City requirement for 12' Section 4-5m(3) (COLLECTOR) 23' S13L additional right—of—way. Waiver Table (Single Family) Code Section Code Standard Proposed Standard Justification for Waiver Citation Article IV, Required recreation area of 2.30 ac The 3.7 acre lake area is adjacent Section 4-5L(4) 57. of gross land area to and integral with the Park and (2.48 ac) enhances the amenity Article VII, No development within 25ft Upland Buffer to be an average of 25ft. Upland and Wetland preservation and mitigation for impacts will be Section 7-4B. of wetland boundaries All Wetland mitigation shall be on—site. consistent with SJWMD and City of Ocoee permitting requirements. 006.309736.1