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HomeMy WebLinkAboutVI (A) Cambridge Village - Preliminary - Final Subdivision PlanDATE: TO: Agenda 3-20-2001 Item VI A •.Cl.%'IF,ROI�(;001)1.111N(r-PNII)IIOIIFESIORTIAGk" MAYOR ICUNMISS ION[ R S. SCOLI VANDLRGRiI I CITY OF OCOEE commissio]m DANNY HOWELL 150 N. LAKFSHORF DRIVE SCO'IT ANDERSON OCOFL, FLORIDA 34761-2258 RUS I JDI INSON (407) 905-3100 NANCY 1. PARKER ACTING CITY M A%AGFR JIM GLEASON STAFF REPORT March 14, 2001 EI Honorable Mayor and City Commission Members FROM: Joanna R. Dyson, Senior Planner THROUGH: Robert Lewis, AICP, Principal Planner n SUBJ: Cambridge Village Preliminary & Final Subdivision Plan Project # LS-2000-013 ISSUE: Should the Mayor and City Commission approve the Cambridge Village Preliminary & Final Subdivision Plan? BACKGROUND: The site is zoned Planned Unit Development (PUD), and is proposed for 30 single-family residential units on approximately nine acres. The subject property is located on the south side of White Road, east of Clarke Road and north of the West Oaks Mall site. Along the western boundary of the project, near White Road, the site abuts the Villages of West Oak residential subdivision. Towards the rear of the property, the site abuts part of the stormwater pond system for the mall. Existing residential neighborhoods within unincorporated Orange County abut the site along the eastern property line, including the Rose Hill subdivision. The proposed minimum lot size is 60 x 110 feet, consistent with the approved PUD zoning and Land Use Plan for the Cambridge Village. The approved maximum gross density for the project is 3.8 units per acre, and the proposed density is 3.3 units per acre. The PUD zoning requirements necessitate that 25% of the project should be set aside for open space, which has been achieved on the PSP/FSP by provision of several green space/buffer tracts, and a one half acre (+) park site near the front of the property. POW 'r 3/14/01 Cambridge FSP & PSP Page 2 DISCUSSION: A Technical Staff Review Committee (TSRC) meeting was held for this project on February 21, 2001. At this meeting, the Planning Department requested several modifications to the plan. The applicant resubmitted a set of plans on February 28, 2001, in order to address tree preservation and grading issues that were raised at TSRC. In addition to the planning - related issues raised at TSRC, there was significant discussion of drainage engineering issues with the City Engineering staff. The resubmitted plan set received by the City on February 28" addressed many, but not all, of the issues that had been raised by Staff at TSRC. The Development Review _Committee LDS reviewed the Plan on March 2nd, 2001, with several outstanding issues from the Planning and Engineering Departments. The DRC voted unanimously to recommend approval, subject to all the technical issues being resolved by March 7In, 2001 to the satisfaction of Staff. A revised plan to address the DRC discussions was received by the City on March 7", 2001. Most of the DRC and TSRC issues have been resolved through the modifications presented on the March 71" plan. A listing of the remaining planning -related DRC issues is provided in Attachment "A". The remaining stormwater engineering issues to be resolved are provided in the second attachment. PLANNING & ZONING COMMISSION: The Planning & Zoning (P&Z) Commission held a public hearing on March 13" to review this project. Staff made a brief presentation to explain the revisions that had been made to the plan up to that point. The Commission expressed concern about unresolved outstanding issues. The applicant spoke to explain the engineering issues and how the plans had been revised over the past month to accommodate additional tree preservation and changes to the proposed grading of the site. Several citizens from the adjacent Rose Hill subdivision spoke, with concerns over the lack of a proposed wall along the eastern boundary and the buffer along White Road. Staff and the applicant answered several questions regarding the outstanding engineering issues, tree preservation and the proposed buffers along the eastern boundary adjacent to Rose Hill (25' conservation tract and the desire of the Rose Hill residents to have a brick wall) and along White Road (instead of a solid brick wall, the Plan shows a brick column / decorative metal fence with trees but no shrubs or ground cover). As the Planning & Zoning Commission members concluded their discussion, they wanted to make it very clear that they do not like seeing plans that are not ready to be approved (i.e. — the plans still need changes because of outstanding issues). The P & Z Commission voted 5 to 3 to recommend denial of this Plan and that the City Commission send the Plan back for further Staff review until all the outstanding DRC issues have been resolved, and then have it come back to the P & Z Commission and City Commission for review and approval. Attachments: Attachment "A'— Planning comments dated March 8, 2001 Utilities/Engineering Comments dated March 8, 2001 Public Hearing Advertisement dated March 3, 2001 Preliminary/Final Subdivision Plan received March 7, 2001 3/14/01 Cambridge FSP & PSP Page 3 ATTACHMENT "A" 1. Waivers: Two waivers are needed in order to seek specific areas of relief from the Code, while meeting the objectives of the developer. The applicant is requesting a waiver for non - radial lots at the south end of the subdivision, and a waiver to reduce the side street setback from 20 to 10 feet. In both cases, these waiver requests have come about because the site has unique existing tree constraints. The applicant has worked with staff to redesign the lot layout in order to save significant groups of trees at the south end of the cul-de-sac, and also at the entrance near the park tract. Staff recommends approval of the two waiver requests, but the final decision is made on these requests at City Commission. The approval, denial or conditions on granting these waivers should be reflected on the plan, after they have been discussed by the City Commission. 2. Maintenance & Ownership, of Tracts & Easements: a. Staff has requested, and the applicant has concurred that the wall location along the south and west property lines should be offset 5 feet from the property line. Along the western property boundary, the lot lines are continued from one side of the wall to the other. Staff is requesting that the outer portion of the wall should be handled by a tract, not to be part of the individual lot areas. The outer wall tract should be owned and maintained by the HOA. To the inside of the wall, individual lot owners will own the easements that run along the rear of the lots on the west and south side of the project. The wall will be maintained and owned by the HOA, but the easements will be owned by individual lot owners. b. Revised sheet 5 of 12 contains a table listing tracts, easements, maintenance and ownership of each. Please separate the tracts from the easements, in that ownership of the underlying land for easements is different than for tracts. c. The park tract is to remain an HOA responsibility. This tract will be owned and maintained by the HOA, not by the City of Ocoee. 3. General Notes: As previously requested, note 19 should be removed from sheet 5 of 12. The revised notes shown on sheet 8 of 12 are in compliance. \\Police rue 1 \plann ing\CALEXAN DERVALL__DATA\CAPDFI LE\Staff Reports\S R2001\3R01009 CC.doc 'CENTER OF GOOD LIVING- PRIDE 01 WE.S7ORANGE" MAYOR COMMISSIONER S. SCOTT VANDERGRIFT CITYOF OCOEE r",I,IIRSI��FRS DANNY I IOWELL 150 N. LAKESI IORE DRIVE SCOTT ANDERSON' OCOEE, FLORIDA 34761-2258 RUSTY JOI INSON (407) 905-3100 NANCY J. PARKER CITY M,AN&CFR ELLIS SHAPIRO Cambridge Village Subdivision City of Ocoee, Florida Utilities/Engineering March 8, 2001 As a follow up to the Cambridge Village Response Comments dated, March 7, 2001, the following items should be resolved upon Final Submittal of Subdivision Plans. Thank You for the response in regards to Comment 92 (Stormwater Report Cambridge Village PUD / Project 9LS-2000-013). Unfortunately, the response is not acceptable per City Code. The code specifically states, "Freeboard - Open drainage ways and ponds: One foot minimum above design storm elevation." According to the design report, the pond was sized using the 100year storm as the design storm which means it should retain 100% of the 100yr event (100 year being the design storm, not the 25 year storm) with a minimum freeboard of 1' above the 100 year storm (not 2" of freeboard as shown in submitted report). Please be advised a more conservative design solution is required, as some areas are only 5' between top of berm and the proposed wall adjacent to White Road. In addition, existing power poles are located on top of berm. The effects of groundwater seepage through the side of the pond are of some concern also. 2. The pond bottom elevation on the detail sheet suggests a elevation of 120 on the left side of the pond. Please revise elevation to ensure the minimum separation between pond bottom and seasonal high is three feet. 3. Please revise invert elevations for back yard drains between Lots 12-14. Comments from Engineering Staff Review: Richard Lee Engineer I P01111P Copy of Public Hearing Advertisement Date Published Saturday, March 3, 2001 Advertisement YYPQ ! MERESH On. In., the OCOEE PLANNING 'SANG ZONING COMMIS - SIGN will IN a a PUBLIC HEARING on Tuesday, moan lA Pool onhei„end mr..., of 1:m v.in , or Illman" ler as Pool l and me OCOEE CITY CGMMISHON will nald o PUBLIC HEARING o Taeed., morrn A. anal of Heir rFmor—don, m 1as loan Nolen, er .1 noiaeie, in he Cammis Nchoers. OCM¢ LRY mGall, Hit North Loxeenore imme. xa.e. Pmrido ro ..'ideee . r7. SOMInI` ,.an Plan for CAMBRIDGE ML .'MM The all, is In,mad an the .0h fide of While R.eair*I eCla 4eyRoadd,, oOulllnB Rose Hill Sdhdm� "pel-11 as roYh Ol Will Ctlhf Mvll. FOLEY & LARDNER MEMORANDUM CLIENT -MATE NUMBER 0203]]-0541 TO: The Honorable Mayor and City Commissioners of the City of Ocoee FROM: Paul E. Rosenthal, Esq., City Attorney DATE: March 20, 2001 RE: Colony Plaza Pre -Development Agreement ISSUE: Should the City Commission approve the proposed Pre -Development Agreement between Cypress Colony, Inc., Atlantic Richfield Company and the City of Ocoee? DISCUSSION: Cypress Colony, Inc., the owner of Colony Plaza, has an application pending with the City for approval of a preliminary subdivision plan for the Cypress Property which would allow for the redevelopment thereof. Additionally, Atlantic Richfield Company, the owner of the former Shell Station at the intersection of Maguire Road and S.R. 50, is in discussions with the City regarding the approvals necessary to construct a new gas station on the Atlantic Richfield site. In the course of the staff review of the Cypress Colony plans, it was determined that certain transportation improvements would be necessary in order for the proposed redevelopment to comply with concurrency requirements and address traffic circulation issues related to the proposed redevelopment. The specific improvements identified by the City are as follows: (1) A right turn deceleration lane in front of the Cypress Property and gas station property on S.R. 50; (2) The addition of a second northbound left turn lane on Maguire Road at S.R. 50 so that there will be a double northbound left turn lane; and (3) An additional four feet of pavement on S.R. 50 West of Maguire Road to accommodate a future traffic separator in order to prevent cross movements. 006,212621.1 The above -referenced improvements are referred to as the "Owners Transportation Improvements" and are not currently included as part of the City's Maguire Road Improvement Project. The City staff has advised that Cypress Colony and Atlantic Richfield (collectively, the "Owners") would need to construct the Owners Transportation Improvements and dedicate the right-of-way necessary for such improvements in order to proceed with their respective redevelopment projects. In the normal course, these improvements would occur after the completion of the City's road improvement project and would result in a portion of the City's project being torn -up for construction of these additional improvements. The City staff and the Owners agreed that it would be in the best interest of all parties for the Owners Transportation Improvements to be incorporated into the City's Maguire Road Improvement Project with the expenses thereof being born solely by the Owners. In order to avoid any delay in the City's road project, it is necessary for the redesign to occur and for a Construction Change Order to be issued no later than May 31, 2001. Except as noted below, the Owners have indicated that they are willing to proceed, at their expense, with the Owners Transportation Improvements. Attached hereto is a proposed Pre -Development Agreement which addresses matters of concern to both the City and the Owners. Highlights of the proposed Agreement are as follows, (1) The Owners would dedicate to the City additional right-of-way and easements along Maguire Road and S.R. 50 in order to allow for the construction of the Owners Transportation Improvements. No road impact fee credits or other compensation would be provided in connection therewith. (2) The Owners would agree to pay for the cost to design, engineer, permit and construct the Owners Transportation Improvements. This would require a Change Order being issued to PEC at a cost not to exceed $49,045.00 and a subsequent Change Order being issued to Ryan Incorporated with respect to the cost of constructing the Owners Transportation Improvements as part of the Maguire Road Project. The City is requiring that the Owners pay to the City the applicable change order amounts prior to such change orders being executed by City. The Owners would not receive any road impact fee credits or other compensation in connection therewith. (3) Prior to the City's acceptance of any right-of-way conveyance, underground storage tanks within the proposed new right-of-way would need to be removed and closed in accordance with applicable law. Again, this would be at the Owners sole cost and expense. (4) The Owners have submitted a proposed Conceptual Master Plan which is attached to the proposed Agreement as Exhibit "B" thereto. The Conceptual 006,212621.1 Master Plan has been reviewed by the Planning Department which will separately present their comments to the City Commission. The Agreement provides that so long as the Owners are not in default, they would be entitled to receive from the City, following the necessary public hearings, an approval of preliminary and final subdivision/site plans to the extent they are not in conflict with the Conceptual Master Plan, comply with the Agreement, and otherwise comply with the Land Development Code. The Conceptual Master Plan reflects the development program, but does not reflect the level of detail which would be shown on the preliminary and final plans. (5) Following approval of a preliminary plan, the City would agree to issue a Final Certificate of Concurrency, subject to the Owners completion of the Owners Transportation Improvements. This would provide a level of protection comparable to "vested rights" so long as the Owners are not in default and develop consistent with the Conceptual Master Plan. (6) The dedicated right-of-way along Maguire Road would be counted by the City for the purposes of calculating open space and determining compliance with landscape buffer requirements. This is a normal practice of the City. (7) The Owners would deliver to the City the sum of $49,045.00 which represents the not -to -exceed Design Costs. If the actual costs are less, the remaining funds would be refunded. Following completion of the design, the Owners would have the opportunity to either move forward by paying to the City the amount of the Construction Change Order, or, alternatively, electing to terminate the Agreement in which case they would have no obligation to convey the right-of- way or construct the improvements, at this time. If the Owners elect to terminate, then they would not have the benefits of the proposed Agreement and would remain obligated to meet Concurrency and transportation related requirements which may be adopted by the City in connection with the review of their respective development plans. Cypress Colony has agreed to the attached draft of the Pre -Development Agreement. Atlantic Richfield has agreed in concept but is still in the process of final review and may request further revisions to the proposed Agreement. If the proposed Agreement is not acted upon at the March 20 City Commission meeting and promptly thereafter executed by the Owners, then there may not be sufficient time for PEC to redesign the transportation improvements and for a change order to be issued which would allow for the construction of the improvements without any delay claim being raised. The City staff have reviewed the proposed Pre -Development Agreement and recommend its approval. 006,212621.1 RECOMMENDATION: It respectfully is recommended that the Honorable Mayor and City Commissioners (1) approve the proposed Pre -Development Agreement between Cypress Colony, Inc., Atlantic Richfield Company and the City authorizing execution thereof by the Mayor and City Clerk subject to execution thereof by Cypress Colony, Inc. and Atlantic Richfield Company in sufficient time for the redesign of the Maguire Road Improvement Project to occur and for a Construction Contract Change Order to be issued without the City being subject to any delay claims from the road contractor, with the Acting City Manager and the City Attorney being authorized to make additional changes to the final form of the proposed Pre -Development Agreement so long as such changes do not require any expenditure of funds by the City; (2) authorize the Mayor and City Clerk to execute a work order with Professional Engineering Consultants for the redesign of the Maguire Road Improvement Project in order to incorporate the Owners Transportation Improvements, as further addressed in the Pre -Development Agreement, with the work order being in an amount not to exceed $49,045.00, subject to the execution of the Pre -Development Agreement by all parties and the receipt by the City from Cypress Colony, Inc. and Atlantic Richfield Company of the sum of $49,045.00 to defray the cost of the redesign; and (3) authorize execution of a Maguire Road Improvement Project Construction Change Order with Ryan Incorporated Eastern for the cost of constructing the Owners Transportation Improvements in accordance with the redesigned project, subject to the execution of the Pre -Development Agreement by all parties and further subject to acceptance thereof by the Owners and the receipt from the Owners of the Construction Contract Change Order Amount (as defined in the Pre -Development Agreement), necessary to pay the construction costs thereof. PER/jh Enclosure 006,212621.1 THIS INSTRUMENT PREPARED BY AND SHOULD BE RETURNED TO: PREPARED BY: Paul E. Rosenthal, Esq. FOLEY & LARDNER I I North Orange Avenue, Suite 1800 Post Office Box 2193 Orlando, FL 32802-2193 (407)423-7656 RETURN TO: Jean Grafton, City Clerk CITY OF OCOEE 150 N. Lakeshore Drive Ocoee, FL 34761 (407) 6562322 PRE -DEVELOPMENT AGREEMENT For Recording Purposes Onlp THIS PRE -DEVELOPMENT AGREEMENT ("this Agreement") is made and entered into as of the _ day of March, 2001 by and between CYPRESS COLONY, INC., a Florida corporation whose mailing address is 2250 N. Orange Blossom Trail, Orlando, Florida 32804 (hereinafter referred to as "Cypress") and ATLANTIC RICHFIELD COMPANY, a corporation whose mailing address is 2475 Northwinds Parkway, Suite 400, Alpharetta, Georgia 30004 (hereinafter referred to as "Atlantic') (Cypress and Atlantic are hereinafter referred to collectively as the "Owners") and the CITY OF OCOEE, a Florida municipal corporation, whose mailing address is 150 North Lakeshore Drive, Ocoee, Florida 34761, Attention: City Manager (hereinafter referred to as the "City"). WITNESSETH: WHEREAS, Cypress owns fee simple title to certain lands located in Orange County, Florida, and within the corporate limits of the City of Ocoee, Florida, said lands being more particularly described in Exhibit "A-1" attached hereto and by this reference made a part hereof (the "Cypress Property"); and WHEREAS, Atlantic owns fee simple title to certain lands located in Orange County, Florida, and within the corporate limits of the City of Ocoee, Florida, said lands being more particularly described in Exhibit "A-2" attached hereto and by this reference made a part hereof (the "Gas Station Property"); and WHEREAS, the Cypress Property and the Gas Station Property are contiguous and consist of approximately 13 total acres and shall collectively he referred to as the "Property"; and WHEREAS, the Owners have submitted to the City a traffic study (the "Traffic Study") and the transportation requirements set forth in this Agreement are based on the Traffic Study; and WHEREAS, the Owners have prepared and submitted to the City a conceptual master plan for the proposed redevelopment of the Property, said conceptual master plan being attached hereto Exhibit "B" and by this reference made a part hereof (the "Conceptual Master Plan"); and WHEREAS, Cypress intends to redevelop the Cypress Property based on the Conceptual Master Plan (the "Cypress Project'); and WHEREAS, Atlantic intends to redevelop the Gas Station Property based on the Conceptual Master Plan (the "Atlantic Project'); and DRAFT - 03/20/01 006 209943.5 WHEREAS, the City is currently constructing certain improvements to Maguire Road (the "Maguire Road Improvement Project"), including, certain improvements adjacent to the Property, and has entered into a construction contract (the "Maguire Road Construction Contract") with Ryan Incorporated Eastern, a Florida corporation (the "Contractor") for the construction of the Maguire Road Improvement Project in accordance with final plans (the "Final Road Project Plans") prepared by Professional Engineering Consultants, Inc., the City's project engineer ("PEC"); and WHEREAS, the Conceptual Master Plan calls for additional off -site roadway improvements to Maguire Road which are not part of the Final Road Project Plans (the "Owner's Transportation Improvements"), such improvements being intended to address transportation concurrency and traffic impacts of the proposed Cypress Project and the proposed Atlantic Project; and WHEREAS, the construction schedule for the Maguire Road Improvement Project require that the Owner's Transportation Improvements be incorporated into the Final Road Project Plans prior to approval of final development plans for the Property; and WHEREAS, it is in the best interest of the City and the Owners to incorporate the Owner's Transportation Improvements into the Final Road Project Plans prior to approval of final development plans for the Property in order to (i) avoid scheduling conflicts with the Maguire Road Improvement Project, (it) avoid the need to relocate and reconstruct certain improvements to be undertaken as part of the Maguire Road Improvement Project, and (iii) reduce the ultimate cost of construction of the Owner's Transportation Improvements; and WHEREAS, the City has completed its review of the Traffic Study and the Conceptual Master Plan and has identified in advance of approval of final development plans for the Property the specific "off -site" transportation improvements necessary in order for the Cypress Project and the Atlantic Project to each meet transportation concurrency and in order to address the off -site traffic impacts of said projects; and WHEREAS, based on such review the City has determined that Owners' payment for Owner's Transportation Improvements as described herein, the granting of right-of-way herein, and the full compliance with the terms and conditions of this Agreement shall satisfy transportation concurrency requirements for the Cypress Project and the Atlantic Project and that Owners will not be subject to additional off -site transportation requirements in connection with said projects, the foregoing being subject to the terms, conditions and limitations set forth herein; and WHEREAS, the Owners and the City desire to execute this Agreement in order to evidence their mutual agreement as to certain matters related to the development of the Property. 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 incorporated herein by this reference. Section 2. Convevance of Rieht-of-Wav (A) On or before May 24, 2001, the Owners shall dedicate and convey to the City the following: (i) Cypress shall dedicate and convey an appropriate twelve (12) foot -wide strip of the Cypress Property lying adjacent and contiguous to, and along the entire length of the Cypress Property's frontage on the existing right-of-way for Maguire Road said land being more particularly described in Exhibit "C" attached hereto and by this reference made a part hereof (the "Cypress Right -of -Way Land"), and (ii) Atlantic shall dedicate and convey an approximate twelve (12) foot -wide strip of the Gas Station Property lying adjacent and contiguous to, and along the entire length of the Gas Station Property's frontage on the existing right-of-way for Maguire Road, said land being more particularly described in Exhibit "D" 006.209943.5 -2- attached hereto and by this reference made a part hereof (the "Gas Station Right -of -Way Land") (the Cypress Right -of -Way Land and the Gas Station Right -of -Way Land, hereinafter collectively referred to as the "Right -of -Way Land"). The Right -of -Way Land is depicted on the Conceptual Master Plan. The Right -of -Way Land shall be simultaneously dedicated and conveyed by the Owners to the City by special warranty deed free and clear of all liens and encumbrances except for those matters acceptable to the City. The form of the special warranty deed shall be subject to the approval of the City and Owners. The Owners shall, contemporaneously with the dedication and conveyance of the Right -of -Way Land to the City, provide to the City a current attorney's opinion of title, or a current title commitment, to be followed by a policy of title insurance, evidencing that fee simple title to the Right -of -Way Land is vested in the Owners free and clear of all liens and encumbrances except for those matters acceptable to the City. The recording costs related to the conveyance and dedication of the Right -of -Way Land and the cost of title work shall be borne solely by the City. Real property taxes on the Right -of -Way Land shall be prorated as of the day before the City's acceptance of the dedication and conveyance of the same, and the prorated amount of such real property taxes attributable to Owners shall be paid and escrowed by the Owners in accordance with the provisions of Section 196.295, Florida Statutes. (B) In connection with the construction of the Owner's Transportation Improvements, it will be necessary for Owners to grant to the City certain temporary construction easements (the "Construction Easements") as follows: (i) Cypress will grant a Construction Easement across an approximate 25 foot -wide strip of the Cypress Property located along S.R. 50, said easement land being more particularly described in Exhibit "E" attached hereto and by this reference made a part hereof (the "Cypress S.R. 50 Easement Land"); (ii) Atlantic will grant a Construction Easement across a portion of the Gas Station Property located along S.R. 50 and Maguire Road, said easement land being more particularly described in Exhibit "F" attached hereto and by this reference made a part hereof (the "Gas Station Easement Land"); and (iii) Cypress will grant a Construction Easement across an approximate 13 foot -wide strip of Cypress Property located along Maguire Road, said easement land being more particularly described in Exhibit "G" attached hereto and by this reference made a part hereon (the "Cypress Maguire Road Easement Land") (the "Cypress S.R. 50 Easement Land, the Gas Station Easement Land and the Cypress Maguire Road Easement Land being collectively referred to as the "Easement Lands"). Contemporaneous with the conveyance of the Right -of -Way Land, the Owners agree to grant to the City the Construction Easements over and across the Easement Lands, all at no cost or expense to the City. Additionally, to the extent required by the "Revised Final Road Project Plans" (as hereinafter defined), Owners will upon fourteen (14) days written notice (but not prior to the conveyance of the Right -of -Way Land) grant to the City non-exclusive permanent slope easements (the "Slope Easements") over and across the Easement Lands, all at no cost or expense to the City. The Construction Easements and the Slope Easements are collectively referred to herein as the "Easements". The Easements shall be on City easement forms utilized for comparable easements obtained by the City for the Maguire Road Improvement Project. The term of the Construction Easement shall be one (1) year. The Easements shall be conveyed free and clear of all liens and encumbrances except for those matters acceptable to the City. Title information with respect to the Easement Lands will be provided in the same manner as provided with respect to the Right -of -Way Land. (C) Neither the Owners 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 dedication and conveyance of the Right -of -Way Land to the City or the granting of the Easements over and across the Easement Lands; provided, however, that the foregoing shall not preclude the City and Owners from hereafter agreeing to the granting of road impact fee credits in accordance with the City Code. Section 3. Landscapine Buffer and Open -Space Requirements. The City agrees that, notwithstanding the conveyance to the City, the Right -of -Way Land will be considered as part of the Property for the purposes of calculating open space and determining compliance with the landscape buffer requirements under the provisions of the Ocoee Land Development Code. The foregoing will result in a reduction of the actual width of the landscape buffer along Maguire Road from 25 feet to approximately 13 feet. 005.209N3.5 -3- Section 4. Owner's Transportation Improvements. (A) The City and Owners agree that the Owner's Transportation Improvements shall consist of and be limited to the following: (1) a right turn deceleration lane in front of the Cypress Property and Gas Station Property on S.R. 50; (ii) the addition of a second northbound left turn lane on Maguire Road at S.R. 50 so that there will be a double northbound left turn lane; and (iii) an additional 4 feet of pavement on S.R. 50 West of Maguire Road to accommodate a future traffic separator in order to prevent cross movements. (B) The Owner's Transportation Improvements are graphically depicted on the Conceptual Master Plan. The parties hereto agree that the Owners shall be responsible for all of the cost of the design, engineering, permitting and construction of the Owner's Transportation Improvements, including revision and the redesign of the Final Road Project Plans (the "Revised Final Road Project Plans") to the extent necessary to incorporate the Owner's Transportation Improvements into the Maguire Road Improvement Project. The design, engineering and permitting portion of the Owner's Transportation Improvements will be undertaken by PEC at a cost not to exceed $49,045.00 (the "Design Costs"). The City shall cooperate and coordinate with Owners in connection with the preparation of the Revised Final Road Project Plans and shall deliver a copy thereof to Owners. Based upon the Revised Final Road Project Plans prepared by PEC and approved by the City, the City will obtain from the Contractor a proposed Change Order (the "Change Order") in order to construct the Revised Final Road Project Plans as part of the Maguire Road Improvements Project. The Change Order will be for the incremental increase in cost for the Contractor to construct the Maguire Road Improvement Project in accordance with the Revised Final Road Project Plans, said incremental increase being referred to herein as the "Change Order Amount". The Owner's Transportation Improvements Costs shall consist of the Design Costs plus the Change Order Amount. Except for the initial Change Order, the City agrees that it will not execute any further change orders with the Contractor with respect to the Owner's Transportation Improvements without the prior written approval of Owner's such approval not to be unreasonably withheld. It is agreed between the parties that Cypress will be responsible for 70% of the Owner's Transportation Improvements Costs and Atlantic will be responsible for 30% of the Owner's Transportation Improvements Costs. It is the intent of the foregoing that the City will bear no additional design, engineering, permitting or construction costs in order to construct the Owner's Transportation Improvements as part of the Maguire Road Improvement Project. (C) The Owners shall pay to the City their respective shares of the Design Costs within five (5) days from the Effective Date of this Agreement and prior to the City executing a work order with PEC for the design, engineering and permitting of the Owner's Transportation Improvements. Upon receipt of the Design Costs, the City shall be obligated to execute such a work order with PEC. If the final Design Costs incurred by the City are less than $49,045.00, then the City will refund to Owners their respective shares of any excess funds held by the City for the Design Costs, which funds would have previously been paid to the City by Owners. (D) Upon receipt of the Change Order Amount, the City will deliver to Owners a copy of the proposed Change Order. Within five (5) days of receipt thereof the Owners, at their option, will elect (and provide the City with written notice of such election) to either (i) proceed with the construction of the Owners Transportation Improvements in accordance with the Revised Final Road Project Plans and the Change Order, whereupon the Owners shall pay their respective shares of the Change Order Amount to the City as provided in Section 4(E) below, or (ii) decline to proceed with the construction of the Owners Transportation Improvements whereupon this Agreement and any approvals of Plans (as defined in Section 6 hereof) shall be null and void and of no further force and effect except as expressly set forth herein. 006209943.5 -4- (E) The Owners shall pay to the City their respective shares of the Change Order Amount no later than May 30, 2001 and prior to the City executing the Change Order with the Contractor. Upon receipt of the Change Order Amount and subject to the provisions of Section 9 hereof, the City will be obligated to execute the Change Order and construct the Owner's Transportation Improvements in accordance with the Revised Final Road Project Plans as part of the Maguire Road Improvements Project. Notwithstanding the foregoing, if the Change Order Amount is not received in full by the City on or before May 30, 2001, then the City shall not be obligated to construct the Owner's Transportation Improvements as part of the Maguire Road Improvement Project. Section 5. Tank Removal. Atlantic agrees, at its sole cost and expense, to (i) remove from the Gas Station Right -of -Way Land any and all underground storage tanks located therein, which tanks will be properly closed in accordance with Florida Administrative Code Rule 62-761 (the "Tank Removal"), and (ii) perform a closure assessment in accordance with the foregoing rule (the "Assessment"). The Tank Removal will be completed and a copy of the Assessment delivered to the City no later than May 23, 2001, If the Assessment reveals contamination or is otherwise unacceptable to the City, then Atlantic will obtain a No Further Action Letter (and, at Atlantic's expense, perform such work as may be necessitated in accordance therewith) no later than May 23, 2001. Notwithstanding any provision contained herein to the contrary, the City may, at its option, terminate this Agreement if the Tank Removal is not completed and an acceptable Assessment or No Further Action Letter delivered to the City on or before May 23, 2001. Section 6. Conceptual Master Plan. (A) The City hereby approves the Conceptual Master Plan. The City acknowledges that Cypress and Atlantic may each submit to the City preliminary and final subdivision and site plans (the "Plans") for development of all or a portion of the Property and that, in such event and so long as the Owners are not in default under this Agreement, then Cypress and Atlantic shall each be entitled to obtain approvals of such Plans to the extent they meet the following approval criteria: (i) such Plans are not in conflict with the Conceptual Master Plan, (ii) such Plans are consistent with the requirements of this Agreement, and (iii) such Plans otherwise comply with requirements of the Ocoee Land Development Code (collectively, the "Approval Criteria"), (B) So long as the Plans meet this Approval Criteria and Owner's have fully complied with their obligations under this Agreement, the City agrees that it will not impose as a condition for approval of any such Plans, or as part of its review process with respect to such Plans, that either Cypress or Atlantic design, engineer, permit or construct any additional off - site transportation or traffic related improvements, it being recognized that the City has heretofore evaluated the transportation and traffic impacts of the Cypress Project and the Atlantic Project based on the Traffic Study. (C) Nothing contained herein shall be construed as a guarantee by the City that any such Plans will be approved by the City as submitted by Owners, it being recognized that any such Plans must meet the Approval Criteria and, to the extent required, be approved by the Ocoee City Commission at an advertised public hearing, and it being further recognized that the Conceptual Master Plan reflects the development program, but does not reflect the level detail required for the review and approval of the Plans by the City. Section 7. Final Certificate of Concurrenev. (A) The City has heretofore issued a Preliminary Certificate of Conurrency based on the Conceptual Master Plan and Traffic Study, which Preliminary Certificate of Concurrency indicated that the Cypress Project and Atlantic Project would currently meet transportation concurrency under the Ocoee Land Development Code subject to the completion of the Owner's Transportation Improvements. The City hereby agrees that the commencement of the Owner's Transportation Improvements shall constitute the commencement of development of the Cypress Project on the Cypress Property and the Atlantic Project on the Gas Station Property, and subject to full compliance with the requirements of this Agreement, shall satisfy all transportation concurrency requirements of the City as they relate to DW2099415 -5- development of the Property consistent with the Conceptual Master Plan. The foregoing shall not be deemed to satisfy any transportation concurrency requirements for development of the Property which is inconsistent with the Conceptual Master Plan. It is the intent of the foregoing to guarantee to the Owner's their ability to satisfy the transportation concurrency requirements of the City for development consistent with the Conceptual Master Plan based on the additional transportation capacity being created by the Owner's Transportation Improvements. (B) Immediately following the approval of a preliminary plan for the development of the Property, or a portion thereof, Cypress or Atlantic, as the case may be, shall apply for a Final Certificate of Concurrency for the portion of the Property to which such preliminary plan relates. The City agrees that it will not refuse to issue any such Final Certificate of Concurrency based on the failure to meet transportation concurrency so long as the Owners have fully complied with the requirements of this Agreement and any such preliminary plan meets the Approval Criteria. (C) The parties hereto recognize that the proposed development of the Property has been determined to meet the City's requirements for transportation concurrency based on the Traffic Study and a development plan proposed by Owners and that a more intense development of the Property could adversely affect the transportation concurrency review undertaken by the City in connection with the issuance of the Final Certificate of Concurrency referenced above. (D) Nothing contained herein shall be construed to exempt Owners from the payment of all applicable road impact fees in connection with the development of the Property. Section S. Compliance with Codes. Except as otherwise expressly set forth in this Agreement and the Conceptual Master Plan it is agreed that all preliminary and final subdivision and site plans for the Property, 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 9. Termination by City. Notwithstanding any provision contained herein to the contrary, if the City is not in a position to issue the Change Order on May 31, 2001, then in such even the City may, at its option, terminate this Agreement unless the Owners agree, in writing, to reimburse the City for the cost of any delay claims which may be imposed by the Contractor and in the event of such termination, the parties hereto shall be relieved of all further rights and obligations under this Agreement except to the extent expressly set forth herein. Section 10. Notice. Any notice delivered with respect to this Agreement shall be in writing and be deemed to be delivered (whether or not actually received) (i) when hand delivered to the other party at the address appearing on the first page of this Agreement, or (ii) three (3) business days after being deposited in the United States Mail, postage prepaid, certified mail, return receipt requested, addressed to the party at the address appearing on the first page of this Agreement, or such other person or address as the party shall have specified by written notice to the other party delivered in accordance herewith, or (iii) on the day after being deposited with a nationally recognized delivery service for next business day delivery. Section 11. Covenant Running with the Land. This Agreement shall run with the Property and inure to and be for the benefit of the parties hereto and their respective successors and assigns and any person, firm, corporation, or entity who may become the successor in interest to the Property or any portion thereof. Section 12. Recordation of Agreement. The parties hereto agree that an executed original of this Agreement shall be recorded by the City, at the expense of the City, in the Public Records of Orange County, Florida. The City will, from time to time upon request of the Owners, execute and deliver letters affirming the status of this Agreement. 006.2099,415 -6- Section 13. Applicable Law. This Agreement and the provisions contained herein shall be construed, controlled, and interpreted according to the laws of the State of Florida. Section 14. Time of the Essence. Time is hereby declared of the essence to the lawful performance of the duties and obligations contained in this Agreement. Section 15. Agreement; Amendment. This Agreement constitutes the entire agreement between the parties, and supersedes all previous discussions, understandings and agreements, with respect to the subject matter hereof. Amendments to and waivers of the provisions of this Agreement shall be made by the parties only in writing by formal amendment. Section 16. Further Documentation. The parties agree that at any time following a request by the other party, each shall execute and deliver to the other party such further documents and instruments, in form and substance reasonably necessary to confirm and/or effectuate the obligations of either party hereunder. Section 17. Specific Performance. Both the City and the Owners shall have the right to enforce the terms and conditions of this Agreement by an action for specific performance. Section 18. Attorneys' Fees. In the event that either party finds it necessary to commence an action against the other party to enforce any provision of this Agreement or because of a breach by the other party of any terms hereof, the prevailing party shall be entitled to recover from the other party its reasonable attorneys' fees, legal assistants' fees and costs incurred in connection therewith, at both trial and appellate levels, including bankruptcy proceedings, without regard to whether any legal proceedings are commenced or whether or not such action is prosecuted to judgment. Section 19. Counterparts. This Agreement may be executed in any number of counterparts, each of which shall be deemed to be an original but all of which together shall constitute one and the same instrument. Section 20. Captions. Captions of the Sections and Subsections of this Agreement are for convenience and reference only, and the words contained therein shall in no way be held to explain, modify, amplify or aid in the interpretation, construction, or meaning of the provisions of this Agreement. Section 21. Severability. If any sentence, phrase, paragraph, provision, or portion of this Agreement is for any reason held invalid or unconstitutional by any court of competent jurisdiction, such portion shall be deemed a separate, distinct, and independent provision and such holding shall not affect the validity of the remaining portion hereof. Section 22. Effective Date. The Effective Date of this Agreement shall be the date that it is executed by the City and such date shall be inserted on the front page of this Agreement. IN WITNESS WHEREOF, the Owners and the City have caused this instrument to be executed by their duly authorized officers as of the day and year first above written. OWNERS: Signed, sealed and delivered in the presence of: CYPRESS COLONY, INC., a Florida corporation Print Print (CORPORATE SEAL) 006209943.5 -7- STATE OF _ 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 CYPRESS COLONY, INC., a Florida corporation, who [_] is personally known to me or [_I produced as identification, and that he/she acknowledged executing die same on behalf of said corporation in the presence of two subscribing witnesses, freely and voluntarily, for the uses and purposes therein expressed. of WITNESS my hand and official seal in the County and State last aforesaid this day _ , 2001. — Print Print STATE OF COUNTY OF Signature of Notary Name of Notary (Typed, Printed or Stamped) Commission Number (If not legible an,a): My Commission Expires of ml legible on zeap: ATLANTIC RICHFIELD COMPANY, a corporation By:_ Name: Its: (CORPORATE SEAL) 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 ATLANTIC RICHFIELD COMPANY, a 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. of WITNESS my hand and official seal in the County and State last aforesaid this day 2001. 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) 006.209943.5 _g_ Signed, sealed and delivered in the presence of: Print Print FOR USE AND RELIANCE ONLY BY THE CITY OF OCOEE, FLORIDA. Approved as to form and legality this day of 12001. FOLEY & LARDNER 0 City Attorney STATE OF FLORIDA COUNTY OF ORANGE CITY: CITY OF OCOEE, FLORIDA By: S. Scott Vandergrift, Mayor Attest: Jean Grafton, City Clerk (SEAL) APPROVED BY THE OCOEE CITY COMMISSION AT A MEETING HELD ON , 2001 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 JEAN GRAFTON, personally known to me to be the Mayor and City Clerk, respectively, of the CITY OF OCOEE, FLORIDA and that they severally acknowledged executing the same in the presence of two subscribing witnesses, freely and voluntarily under authority duly vested in them by said municipality. WITNESS my hand and official seal in the County and State last aforesaid this day of , 2001. Signature of Notary Name of Notary (Typed, Printed or Stamped) Commission Number (if not legible on sca)- My Commission Expires of not legible on seal) 006.2099E3.5 -9- EXHIBIT Al SKETCH OF LEGAL DESCRIPTION Legal Description, A PARCEL OF LAND LYING SECTION 30. TOWNSHIP 22 SOUTH, RANGE 28 EAST, ORANGE COUNTY, FLORIDA BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGIN AT THE SOUTHWEST CORNER, OF THE NORTHEAST ONE QUARTER, OF THE NORTHEAST ONE QUARTER, OF THE NORTHEAST ONE QUARTER OF SECTION 30. TOWNSHIP 22 SOUTH, RANGE 2B EAST; THENCE NORTH 0020'00' WEST ALONG THE WEST LINE OF THE NORTHEAST ONE QUARTER, OF THE NORTHEAST ONE QUARTER, OF THE NORTHEAST ONE QUARTER, OF SAID SECTION 30, A DISTANCE OF 586.34 FEET TO A POINT ON THE SOUTH RIGHT OF WAY LINE OF STATE ROAD 50; THENCE NORTH 89'37'54' EAST, ALONG SAID SOUTH RIGHT OF WAY LINE, 407.06 FEET; THENCE SOUTH 0020'00' EAST, 227.50 FEET; THENCE NORTH 89'37'54' EAST, 224.4.8 FEET TO A POINT ON THE WEST RIGHT OF WAY LINE OF STATE ROAD 439 (MAGUIRE ROAD); THENCE SOUTH 0028'12' EAST, ALONG SAID WEST RIGHT OF WAY LINE, 448.83 FEET TO A POINT OF CURVATURE OF A CURVE CONCAVE TO THE WEST HAVING A RADIUS OF 5689.65 FEET AND A CHORD BEARING OF SOUTH 0022'48" EAST; THENCE SOUTHERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 1'42'00A DISTANCE OF 16B.82 FEET; THENCE SOUTH 01'13'48• WEST TO A POINT ON THE NORTH BOUNDARY LINE OF ORANGE TREE PLAZA PLAT AS RECORDED IN PLAT BOOK 18, PAGE 144, ORANGE COUNTY PUBLIC RECORDS, THE LAST THE LAST THREE COURSES BEING COINCIDENT WITH SAID WEST RIGHT OF WAY, THENCE SOUTH 89'37'37" WEST, ALONG THE NORTH LINE OF SAID PLAT, 629.33 FEET; TO A POINT ON THE THE WEST LINE OF THE NORTHEAST ONE QUARTER, OF THE NORTHEAST ONE QUARTER, OF THE NORTHEAST ONE QUARTER, OF SAID SECTION 30. THENCE NORTH 0020'00' WEST, ALONG SAID WEST UNE, 309.81 FEET TO THE POINT OF BEGINNING. SAID LANDS LYING IN ORANGE COUNTY, FLORIDA CONTAINING 11.83 ACRES. Survey Notes, 1. 'NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER'. 2. BEARINGS SHOWN HEREON ARE ASSUMED AND RELATIVE TO THE SOUTH RIGHT OF WAY LINE OF STATE ROAD 50. BEING N89'37'54'E. 3. LEGAL DESCRIPTION HEREON IS IN ACCORD WITH THE DESCRIPTION FURNISHED BY THE CLIENT. 4, THIS SKETCH DOES NOT REPRESENT A FIELD SURVEY AS SUCH. 5. THIS IS NOT A BOUNDARY SURVEY. 6, THIS SKETCH WAS PREPARED WITHOUT THE BENEFIT OF AN ABSTRACT OR OPINION OF TITLE. NO INSTRUMENTS OF RECORD REFLECTING EASEMENTS, RIGHTS OF WAY, AND/OR OWNERSHIP WERE FURNISHED TO THIS SURVEYOR EXCEPT AS NOTED. Legend and Abbreviations, Y �kii Net Raald _ Point N Ttg • a - Pf1 > Can1N Pa M R . PMt of M<awaatbn PRII . .tft Rams tlararRrnt t AP PPHt R/R . Right a ray Right of R d - rust. C . C ur eNaar 4.n CPI _ an. Ruroar (sp Wrw Data Taal)) 0 Cm w - W a,Oww � a w� ~� (Sw Ur Daa Ta01.) ( Pw! . P�let Bmk� R - Raaan O Q PO - Pap T Tpyw,t a Cww REC Ram,�atl Sul lM O.R ¢ . CntdingIJS.IGadi �011ltld Rem I's - Pap m . mPavM \RED FOR: Cypress Compsnles 2250 North Orange Blossom Trail Orlando, Florida 32804 NOWS ENGIIROG It IVY Civil Engineering Land Surveying 4m E Rrwi a as m f11ay rblY ml (an AT 1118 PROJECT/ 43M DATE: 02/20/171 D11C. RIP 1\MTA\434001\wrwy\bamOvy rta diq 9EETI Or 2 EXHIBIT Al SKETCH OF LEGAL DESCRIPTION I M. n.o m 0s a uo1To-v h () gg 6 III � s f q ..TNa.am .o.,. It b§ $ I a 4 b 1 11.83 ACRE � I I 'u"un'wip1w'o +S �aTm� 8 v.c q b 9 s b§ .s., o,•,..,K o N. « sl a aaaYlr • Eax3T w GRAPHIC SCALE 0 75 150 300 1 IN FEET I 1 Inch O 150fL PREPARED FOR: PRUWJ ♦MW DATE : 02/20/01 Cypress Companies M. PEE 2\PATA\431W1\w-Abmi" rtdEe.y 2250 North Orange Blossom Trail staET 2 OF 2 Orlando, Florida 32804 REVISIONS �,' I�b N/ � DATE DESCRI PTION UT: 01 ETCH OF LEGAL RPV f 'M Q f • 2 Z lfO3 01 SKETCH OF LEGAL RPV Civil Engineering Land Surveying 6 E Eo1Fm a. 91b W oM ROM W (49n 1116 u3 3eaT Exhibit "A-2" GAS STATION PROPERTY Sheet 1 See Sketch of Description Included as Attachment "A" DESCRIPTION A tract of land being a portion of the Northeast 1/4 of the Northeast 1/4 of Section 30, Township 22 South, Range 28 East, Orange County, Florida, being more particularly described as follows: Commence at the Northeast comer of said Section 30; thence South 00° 30' 51" East along the East fine of the Northeast 1/4 of Section 30 for 75.00 feet; thence North 90o 00' 00" West for 40,00 feet to the POINT OF BEGINNING; thence South 00' 30' 51" East along the West right-of-way of Maguire Road (S.R- # 439) for a distance of 227.50 feet; thence departing said right-of-way, North 90' 00' 00" West for a distance of 210.00 feet; thence North 00° 30' 51" West for a distance of 227.50 feet; thence North 90o 00' 00" East along the South right-of-way of Colonial Drive (S.R. # 50) for a distance of 210.00 feet to the POINT OF BEGINNING. Prepared by: Tinklepaugh Surveying Services, Inc. 379 West Michigan Street Suite 208 Orlando, Florida 32806 (407) 422-0957 TO1-1307 This description and the accompanying sketch or sketches has been prepared in accordance with the Standards set forth in Chapter 61 G17. F.A.C., I tasumt to Chapters 177 and 472, Florida Statutes. Unless it bears the sigoattve and the original raised seal of a Florida licensed sarveyor and mapper this drawing, sketch, plat or map is for mfotrrrabonal ptnposes only and is not valid ARTHUR W. TUCIDrR, P.L.S. # 4381 Date: Exhibit "A-2" ATTACHMENT 'A' SKETCH OF DESCRIPTION -- NOT A SURVEY -- ------------------- POINT OF COMMENCEMENT NORTHEAST CORNER OF SECTION 3O TOWNSHIP 22 SOUTH, RANGE 28 EAST CI COLONIAL DRIVE POINT OF BEGINNING SOUTH RIGHT-OF-WAY OF N (STATE ROAD B50) N 90'00'00" E 210.00' _______ J -_— --_— N90V0'00'W 1 0.M N � m iy �zm 3 znx,v <=A� In � mimr 8 I mwo ym NQ\ = O r ~z Nlm f' S_ U ti to m N 901 W 210.00' m nA C N 0m, C omy —�— - 'mo ? ABBREVIATION LISTING O.R.B. OFFICIAL RECORDS BOOK < PG. = PAGE P.B. = PLAT BOOK P.C. = POINT OF CURVATURE P.T. = POINT OF TANGENCY P.C.C. = POINT OF COMPOUND CURVATURE P.R.C. = POINT OF REVERSE CURVATURE D = DELTA or CENTRAL ANGLE Tinklepaugh � = DELTA or CENTRAL ANGLE SURVEYING SERVICES, INC. 379 W. MICIHyoe Street, Suite 206 a OrbaCo. Florida 32806 Tele. No. (107) 422-0957 Fox No. (407) A22-6915 DRAWING No. TOIB07 FILE No. Sx-6769 LICENSED BUSINESS No. V78 EXHIBIT C SKETCH OF LEGAL DESCRIPTION Legal Descriptlom A PARCEL OF LAND LYING SECTION 30, TOWNSHIP 22 SOUTH, RANGE 28 EAST, ORANGE COUNTY, FLORIDA BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGIN AT THE NORTHEAST CORNER OF ORANGE TREE PLAZA PLAT, PLAT BOOK 18. PAGE 144, ORANGE COUNTY PUBLIC RECORDS, THENCE SOUTH 89'37'37" WEST ALONG THE NORTH LINE OF SAID PLAT, 12.00 FEET, THENCE NORTH 01'13'48' EAST, 51.42 FEET; TO A POINT OF CURVATURE OF A CURVE CONCAVE TO THE WEST HAVING A RADIUS OF 5677.65 FEET AND A CHORD BEARING OF NORTH 0022'48' EAST; THENCE NORTHERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 01'42'00' A DISTANCE OF 168.46 FEET, THENCE NORTH 00'28'12' WEST, 448.83 FEET; THENCE NORTH 89'37'54" EAST, 12.00 FEET, TO A POINT ON THE WEST RIGHT OF WAY OF STATE ROUTE 439 (MAGUIRE ROAD), THENCE SOUTH 00'28'12- EAST, 448.83 FEET TO A POINT OF CURVATURE OF A CURVE CONCAVE TO THE WEST HAVING A RADIUS OF 5689.55 FEET AND A CHORD BEARING OF NORTH 0022'48" EAST; THENCE SOUTHERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 01'42'00', A DISTANCE OF 168.82 FEET, THENCE SOUTH 01'13'48' WEST, 51.00 FEET TO THE POINT OF BEGINNING. SAID LANDS LYING IN ORANGE COUNTY. FLORIDA CONTAINING 0.18 ACRES. Survey Notesi 1. "NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER". 2. BEARINGS SHOWN HEREON ARE ASSUMED AND RELATIVE TO THE SOUTH RIGHT OF WAY LINE OF STATE ROAD 50. BEING N89'37'54"E. 3. LEGAL DESCRIPTION HEREON IS IN ACCORD WITH THE DESCRIPTION FURNISHED BY THE CLIENT. 4. THIS SKETCH DOES NOT REPRESENT A FIELD SURVEY AS SUCH. 5. THIS IS NOT A BOUNDARY SURVEY. 6. THIS SKETCH WAS PREPARED WITHOUT THE BENEFIT OF AN ABSTRACT OR OPINION OF TITLE. NO INSTRUMENTS OF RECORD REFLECTING EASEMENTS, RIGHTS OF WAY, AND/OR OWNERSHIP WERE FURNISHED TO THIS SURVEYOR EXCEPT AS NOTED. Legend and Abbreviations, N ad uRa'Fa„wn = ® - cTard BPVY,B Dro°M'„R, E t PC - PaFI of Q..ae.. RR - IW Raid PT . P t 0 Tm • - P Y PW .t Ca " PPlat R .Pant N kIIWRRallR1 PMI - P..t Ra . W..t RP Rodkn Pdal R/W - RIyR 0 Wry w : � ed�u PI Y � W � w - U R (Sw lY MOab 7T )' 0 . Bdm : cWtvd kmo of GL,.R PB -Rai Boak R - RadM1 01 LYw ro - Pap T - Tppal of PIrM RQ RRaw�Ri L - Arc tAnYU 9 Nldkp BaWarA Lna C - CRaN LpYq ¢ - CwIW lip OA . OMdd RRawd1 Rank m -� Po- - Pop PREPARED FOR: cypress companies 2250 North Orange Blossom Trail Orlando, Florida 32804 HOLLIS ENOMWID , NQ Civil Engineering Land Surveying IM E 1l1Po A � m_pYy Rani = (41n 1 1111 FRU=f 43M DATE: OZ/ID/151 DING. FIE 1\DATA\411001\w"y*GHT OF WAY **Wd" SW 1 OF 2 FOR THE nn BY: EXHIBIT C SKETCH OF LEGAL DESCRIPTION N 89'37'54" E N 89'37' 12. E 224.4B' i i xoxlx Z O � N O m 11.83 ACRES ro O m f u m � u 0.18 ACRES P.T. P.C. ko O1pO�m bYOHY oD ON Y� bmONm �tONNm mmNNm mw. cZm ,N,nn,O:Yr zON rc�CIU ¢� fV 8 U P.0 P.T. 3: N 01*13*48" E 51.42' >- NCRTN BWNDARY UNE CF PLAT 12.00 0 629.33' S 89'3737" W un 1 S 89'37'37" W rnl P.0.8. LOT 2 NCRT EAST CORNEA GRANGE 1RFE PIMA ORANGE TREE PV PS 15. PC 1M PUT BOON 1B, PALE I" GRAPHIC SCALE p SO 100 200 1 IN FEET I 1 Inoh • 1001L PREPARED FOR: PR01=0 uwm Cypress Companies DATE: 02/20/YD M RE 1\DATA\43W\.,y\f f OF WAY "&ftf 2250 North Orange Blossom Trail v¢T2OF 2 Orlando,Florriidda 3��28044��//�� N{L6Gf 0 fryW� f Civil Engineering Land Surveying REVISIONS DESCRIPTION er: S 01 01 REVISIONS RPV 3 3 Oi REVISIONS RPV Exhibit "D" GAS STATION RIGHT-OF-WAY LAND Sheet I See Sketch of Description Included as Attachment "A" Proposed Additional Right of Way for Maguire Road (State Road S - 439) DESCRIPTION A parcel of land located in the Northeast 1/4 of Section 30, Township 22 South, Range 28 East, Orange County, Florida, being more particularly described as follows: Commence at the Northeast corner of said Section 30; thence run South 00' 30' 51" East along the East line of the Northeast 1/4 of said Section 30 for a distance of 75.00 feet, thence North 90' 00' 00" West along the Southerly Right of Way of State Road No. 50 (Colonial Drive) for 40.00 feet to the POINT OF BEGINNING; thence South 00" 30' 5l" East along a fine 40.00 feet West of and parallel to the East line of said Northeast 1/4 of Section 30, said line also being the existing Westerly Right of Way of Maguire Road (state Road S 439) for 227.50 feet, thence departing said Right of Way, North 90' 00' 00" West for 12.00 feet; thence North GO" 30' 51" West for 227.50 feet; thence North 90' 00' 00" East along said Southerly Right of Way of State Road No. 50 for 12.00 feet to the POINT OF BEGINNING. Prepared by: Tinklepaugb Surveying Services, Inc. 379 West Michigan Street Suite 208 Orlando, Florida 32906 (407) 422-0957 T01-A76 This description and the accompanying sketch or sketches has been prepared in accordance with the Standards set forth in Chapter 61 G 17, F.A.C., pursuant to Chapters 177 and 472, Fknida Statutes. Unless it bears the signature and the original raised seal of a Flonda licarsed surveyor and mapper this drawing, sketch, plat or map is for inf/am/abous]l/purposes op-ly/and is not valid. ARTHUR W. TUCKER, P.L.S. q 4381 Date 2-2r Exhibit "D" ATTACHMENT •A• SKETCH OF DESCRIPTION -- NOT A SURVEY -- POINT OF COMMENCEMENT NORTHEAST CORNER OF SECTION 30-22-28 0 ONO N N90'00•00'W EAST LINE OF THE �o—oo• NORTHEAST 1/4 OF SECTION 30-22-28 \ l SOUTHERLY RIGHT OF WAY OF STATE ROAD No, 50 (COLONIAL DRIVE) POINT l OF BEGINNING N e N o ( I O � COI .I UI tll O N EXISTING WESTERLY RIGHT OF WAY OF MAGUIRE ROAD ABBREVIATION LISTING O.R.B. OFFICIAL RECORDS BOOK PG. = P.B. = PAGE PLAT BOOK — — l P.C. = POINT OF CURVATURE P.T. = POINT OF TANGENCY P.C.C. = POINT OF COMPOUND CURVATURE 4MO' P.R.C. POINT OF REVERSE CURVATURE 0 = DELTA or CENTRAL ANGLE 0 DELTA or CENTRAL ANGLE SECTION 30-22-28 = SECTION 30• TOWNSHIP 22 SOUTH, RANGE 28 EAST N90'00'00'W� I Tinklepaugh 12.00 SURVEYING SERVICES, INC. 379 W. Nichigon Street, Suix 208 • onorbo. Florida 32806 Tel.. Na. (407) e22-007 Fax No. (407) .22-6915 DRAWING No. T01A76 FILE No. SX-7103 LICENSED BUSLNE58 No. One EXHIBIT E SKETCH OF LEGAL DESCRIPTION Local Description, A PARCEL OF LAND LYING SECTION 30, TOWNSHIP 22 SOUTH. RANGE 28 EAST, ORANGE COUNTY, FLORIDA BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCE AT THE SOUTHWEST CORNER, OF THE NORTHEAST ONE QUARTER, OF THE NORTHEAST ONE QUARTER, OF THE NORTHEAST ONE QUARTER OF SECTION 30, TOWNSHIP 22 SOUTH, RANGE 28 EAST; THENCE NORTH 0020'00" WEST ALONG THE WEST LINE OF THE NORTHEAST ONE QUARTER, OF THE NORTHEAST ONE QUARTER, OF THE NORTHEAST ONE QUARTER, OF SAID SECTION 30, A DISTANCE OF 561.34 FEET; TO THE POINT OF BEGINNING; THENCE CONTINUE NORTH 0020'00" WEST, 25.00' TO A POINT ON THE SOUTH RIGHT OF WAY UNE OF STATE ROAD 50; THENCE NORTH 89'37'54" EAST, ALONG SAID SOUTH RIGHT OF WAY LINE, 4.07.06 FEET; THENCE SOUTH 0020*00" EAST, 25.00 FEET; THENCE SOUTH 89'37'54' WEST, 407.06 FEET TO THE POINT OF BEGINNING. SAID LANDS LYING IN ORANGE COUNTY, FLORIDA CONTAINING 0.23 ACRES. Survey Notesi I. "NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER". 2. BEARINGS SHOWN HEREON ARE ASSUMED AND RELATIVE TO THE SOUTH RIGHT OF WAY LINE OF STATE ROAD 50. BEING N89'37'54"E. 3. LEGAL DESCRIPTION HEREON IS IN ACCORD NTH THE DESCRIPTION FURNISHED BY THE CLIENT. 4. THIS SKETCH DOES NOT REPRESENT A FIELD SURVEY AS SUCH. 5, THIS IS NOT A BOUNDARY SURVEY. 6. THIS SKETCH WAS PREPARED WITHOUT THE BENEFIT OF AN ABSTRACT OR OPINION OF TITLE. NO INSTRUMENTS OF RECORD REFLECTING EASEMENTS, RIGHTS OF WAY, AND/OR OWNERSHIP WERE FURNISHED TO THIS SURVEYOR EXCEPT AS NOTED. Lecend and Abbreviations, a9E _na.y. 9s.a t.,rs. eY tmq re.w.Y m . aoN e.ama DE EaNRNiI =t PC t - P of QRvaiRo NR - Not PT t Polo of TanONiry • orP - PW a PffiR Genial Point PI -.Point el Ml,t PRY . it Rofatatw Yvatmnl IR Rot RadLk Palft R/ff R4ht 0 Nay - Rlp,t a - aatro YOemNk P e f Y ad,.oYf +,en CN - 0 NNMat (Sw Onro Dole Tmlo) N RC - N N SY V m1 etlatoYf Mn L// -fiat n (Sp fiat Data TaYR) - - or of a Angto of WfN . Plat look lk R ON -ROM of G1aw ftq K PC .Pap T - Tp t 0 Grvo REC . R,Yewad L -Art U..0 ! . Afl•N Sofietlf lYo 0 - Qad L.'o - 0atff� LYo 0.R Pµ - ORkld RR peek - Pep PREPARED FOR: Cypress Companies 2250 North Orange Blossom Trail Orlando, Florida 32804 HOW GN{71MWG j NA Civil Engineering Land Surveying W E Adafs 9.T 0_O RVW=(Unf 111$ PROJECT/ 4340M DATE : 02/20/M ON. RE d\DATA\43W\..y\C00M CONST..doq 9*17 1 OF 2 EXHIBIT E SKETCH OF LEGAL DESCRIPTION NORTH JNE OF SECTON M. ♦32S. R2 _ STATE ROAD 50 (150' WIDE RIGHT-OF-WAY) SOUTH RIGHT-OF-WAY LINE N 69'37'S4' E 407.06' N 0 io0 oo" W 0.23 ACRES S 00'20'00' E 25.00' 25,00' 5 89'37'54" W 407.06' P.O.B. N o Mzv o z 0 0 0 of N 89*37 �d 'oz �o oa w� k � 3 6 P.O.C. SWT4W CdtNQi aF ME NORTHEAST WMTkA K TII NORTHEAST WMTEF OF 1NI NORTHEAST WARTER OF SEGTW W M% RM 1RED FOR: Cypress Companies 2250 North Orange Blossom Trail Orlando, Florida 32804 MOWS ENGMEE NG , M Civil Engineering Land Surveying M E N 9. S OHM. R«IY M (40T) 44111! 11.83 ACRES GRAPHIC SCALE 0 60 100 200 1 IN FEET 1 1 Inch • 100H. PRMET.T7 434001 DATE : 02/20/01 DW6 FIE 1\OATA\43W\K yACM=& MNST.Ep SHEET 2 OF 2 REVISIONS Exhibit "F" GAS STATION EASEMENT LAND Sheet I See Sketch of Description Included as Attachment "A" TEMPORARY CONSTRUCTION EASEMENT DESCRIPTION A parcel of land located in the Northeast 1/4 of Section 30, Township 22 South, Range 28 East, Orange County, Florida, being more particularly described as follows: Commence at the Northeast comer of said Section 30; thence tun South 00' 30' 51" East along the East line of the Northeast 1/4 of said Section 30 for a distance of 75.00 feet; thence North 90" 00' 00" West along the Southerly Right of Way of State Road No. 50 (Colonial Drive) for a distance of 52.00 feet to the POINT OF BEGINNING; thence South 00° 30' 51" East along a line 52.00 feet West of and parallel to the East line of said Northeast 1/4 of Section 30 for a distance of 227.50 feet; thence North 90' 00' 00" West for a distance of 13.00 feet; thence North 00" 30' 51" West for a distance of 202.50 feet; thence South 90' 00' 00" West for a distance of 197.00 feet; thence North 00° 30' 5 1 " West for a distance of 25.00 feet to the Southerly Right of Way of State Road No. 50; thence North 90' 00' 00" East along said Southerly Right of Way of State Road No. 50 for 210.00 feet to the POINT OF BEGINNING. Prepared by: Tinklepaugh Surveying Semces, Inc. 379 West Michigan Street Suite 209 Orlando, Florida 32806 (407) 422-0957 T01-A81 This desorption sod the accompanying sketch or sketches has been prepared in accordance with the Standards set forth in Chapter 61 G17, F.A.C., p rsuant to Chapters 177 and 472, Florida Statutes. Unless it bears the signature and the original raised seal of a Floods licensed surveyor and mapper this drawing, sketch, plat or map usfm inf�amnat�imjal purposes only and is not valid ARTHUR W. TUCKER, P.L.S. 8 4381 Date-3— %-6Y Exhibit "F" ATTACHMENT'A' SKETCH OF DESCRIPTION -- NOT A SURVEY -- WJ POINT OF COMMENCEMENT Q,v N NORTHEAST CORNER OF — SECTION 30-22-28 w N n z JJ� o Ui S SOUTH RIGHT OF WAY OF c o w STATE ROAD 50 w z ti N90' 0' 0' N90-00.00-V o 230.00' 82.00' o ry S90 u N N o IC .V 17 ) 197.00' Z Z %o LO w N L7 O iC �Z W i C3 —Q^ Z � JWJ c a IL =aZ �No 0 ow� ryg NO.. J 1J 1 Z O OI O U1 m Y EXISTING WESTERLY RIGHT OF WAY OF MAGUIRE ROAD N - N - 52.00' ABBREVIATION LISTING 12.00 O.R.B. = OFFICIAL RECORDS BOOK PG. = PAGE P.B. = PLAT BOOK P.C. = POINT OF CURVATURE N90'00100"V P.T. = POINT OF TANGENCY 13.00' P.C.C. = POINT OF COMPOUND CURVATURE P.R.C. = POINT OF REVERSE CURVATURE D - DELTA or CENTRAL ANGLE Tinklepaugh G DELTA or CENTRAL ANGLE SECTION 30-22-28 - SECTION 30. TOWNSHIP 22 SOUTH. SURVEYING SERVICES. INC. RANGE 28 EAST 379 W. Mcbgon Street. Suite 208 • OrlunEo. Fordo 32808 Tele. No. (407) 422-0957 Pox No. (407) e22-6915 DRAWING No. T01A51 FILE No. SX-7103 LICENSED BUSINESS No. MS EXHIBIT G SKETCH OF LEGAL DESCRIPTION Legal Descrlptloni A PARCEL OF LAND LUNG SECTION 30, TOWNSHIP 22 SOUTH, RANGE 28 EAST, ORANGE COUNTY, FLORIDA BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCE AT THE NORTHEAST CORNER OF ORANGE TREE PLAZA PLAT, PLAT BOOK 15, PAGE 144, ORANGE COUNTY PUBLIC RECORDS, THENCE SOUTH 89*37*37' WEST ALONG THE NORTH LINE OF SAID PLAT, 12.00 FEET, TO THE POINT OF BEGINNING; THENCE CONTINUE SOUTH 89'37'37' WEST, 13.00 FEET; THENCE NORTH 01'13'48' EAST, 51.78 FEET: TO A POINT OF CURVATURE OF A CURVE CONCAVE TO THE WEST HAVING A RADIUS OF 5564.65 FEET AND A CHORD BEARING OF NORTH 0022'48' EAST; THENCE NORTHERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 01'42'00' A DISTANCE OF 168.08" THENCE NORTH 0028'12' WEST, 448.83 FEET; THENCE NORTH 89'37'54' EAST, 13.00 FEET, THENCE SOUTH 0028'12' EAST, 448.83 FEET TO A POINT OF CURVATURE OF A CURVE CONCAVE TO THE WEST HAVING A RADIUS OF 5677.65 FEET AND A CHORD BEARING OF NORTH 0022'48* EAST; THENCE SOUTHERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 01'42'00', A DISTANCE OF 168.46 FEET, THENCE SOUTH 0113'48' WEST, 51.42 FEET TO THE POINT OF BEGINNING. SAID LANDS LYING IN ORANGE COUNTY, FLORIDA CONTAINING 0.20 ACRES. Survey Notesi 1. 'NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER'. 2. BEARINGS SHOWN HEREON ARE ASSUMED AND RELATIVE TO THE SOUTH RIGHT OF WAY LINE OF STATE ROAD 50. BEING N89'37'54'E. 3. LEGAL DESCRIPTION HEREON IS IN ACCORD WITH THE DESCRIPTION FURNISHED BY THE CLIENT. 4. THIS SKETCH DOES NOT REPRESENT A FIELD SURVEY AS SUCH. 5. THIS IS NOT A BOUNDARY SURVEY. 6. THIS SKETCH WAS PREPARED WITHOUT THE BENEFIT OF AN ABSTRACT OR OPINION OF TITLE. NO INSTRUMENTS OF RECORD REFLECTING EASEMENTS, RIGHTS OF WAY, AND/OR OWNERSHIP WERE FURNISHED TO THIS SURVEYOR EXCEPT AS NOTED. Leaend and Abbreviations, t119[ DE Ibo R >W.4 U-k" N pl.tT ru..w. O.aWap. Eaa t Q - Oi..d B.aY,q PC - Pane a Cvw.n NIt .rat R.mal PT P t N T.npnar 0 - PO a PPa t M t M - P.,mm.nl R.r�.n. M .fit htawetbn =PR Right d - mve M...*. f . Y IYi� al,.w. 4v, CIp - NUNS (S ar Oala Tm.) a . Rrr .+ 0►. y u I» ur .W..`. to - t N tw (s.. Un. D.a T.a.) w - nat B.at K T . Tm t a L A,a LwgN ! . B.14aq SalaG Un. • p.,1� 11.. U.R - WRrAY R Ra.Y Po- - Pap. m - IrMIWM Cypioss CompaMes 2250 North Orange Blossom Trail Orlando, Florida 32804 HMS EH&WRNO , NC, Civil Engineering Land Surveying 1m r. An. L sr tm_orw � aol (arl aa-me PRQECr/ 43M DATE : 02/20/01 DWr FLE: S\DATA\43W\..wYWAamE CONST FSR.e p 9fET I OF 2 IEj EXHIBIT G SKETCH OF LEGAL DESCRIPTION 11.83 ACRES NMBWNDMY aNE O PUT I S 893737' W a 3 DBMGE TBEE PV PIAT B 18. PAGE IH N 8937'5e J F 0.20 ACRES P.T. e �00+0 N mmNNm '97:t bW Q'e 0 C�C�U D] U 51.78' S 89'37'3Y 13.00' � P.0 �T I S 89'373Y 1200' P.O.C. GRAPHIC SCALE M MM MM PPU PB 18 PG IN o so iu_ o sou �I IN FEETTII 1 Inch • 1001L \RED FOR: PROWO 4MM Cypress Companies me F �1� TA\43M\Wwr*AQJW MNST E91T.DWG 2250 North Orange Blossom Trail SM2OF 2 Orlando, Florida 32804 REVISIONS DATE: DESCRIPMON 1 81 iv ENNQ i. Civil Engineering Land Surveying 6 G Rtle, A BN UO OYW Bv1Y.1�1 (IDI) III-IIY ■ JIO�S�E�P�HiT�. *IN 'FOR AG OCOEE FLORIDA PREPARED FORS Q�1D H [MA L:. La�1D Q. Q�1D O. B GqOH PERMITTING PLANS RELEASED FOR PERMITTING: CITY OF OCOEE APPROVAL: PERMITS: ST. JOHN'S RIVER WATER MANAGEMENT DISTRICT: FDEP WATER FDEP SEWER NPDES DATE ISSUED PERMIT NUMBER 1. THE CONTRACTOR IS ADVISED THAT NO WORK SHALL PROCEED UNTIL THE ABOVE PERMITS ARE ISSUED AND THE APPROPRIATE CONSTRUCTION PERMIT HAS BEEN ISSUED BY THE LOCAL AUTHORITY. THE CONTRACTOR IS TO REVIEW AND UNDERSTAND ALL REQUIREMENTS/CONDITIONS OF SAID PERMITS. THE CONTRACTOR SHALL BRING ANY CONFLICT BETWEEN THE CONSTRUCTION PLANS/SPECIFICATIONS AND THE PERMIT REQUIRMENTS/ CONDITIONS TO THE IMMEDIATE ATTENTION OF THE OWNER/DEVELOPER AND THE ENGINEER FOR CLARIFICATION. 2. ALL PERMITS SHALL BE POSTED AT THE JOB SITE BY THE CONTRACTOR AND MADE READILY ACCESSABLE THROUGHOUT THE DURATION OF THE PROJECT. 3. THE CONTRACTOR SHALL CONSTRUCT THE PROJECT IN STRICT CONFORMANCE WITH THESE PLANS/SPECIFICATIONS AND ALL ISSUED PERMITS. ANY DEVIATIONS FROM SAME ARE TO BE SUBMITTED TO THE OWNER/DEVELOPER AND ENGINEER AS CERTIFIED AS-BUILTS FROM A SURVEYOR LICENSED TO PRACTICE IN THE STATE OF FLORIDA. WORSHAM �qsw VOGT SILVER STAR ROAD WHITE ROAD WEST OAKS MALL S.R. 50 I- ---- oL o wI N TER cq RaEN RD o V o O O 0 LoLo N ® 00 W ® N ro w w � U ® as t w O (n Q z --� d L�J J ,_ a- � Q Q L16 0o > � Q JL&JJ w z r U �C ice• I �s W Q O Z d- Q f O p V I I N I T M A P � g� NOT TO SCALE LL o oofrZ Z r) ¢ O Q � „ ry '• ry a) QZ W W W rn W C� Qcm < ov own �tnrnO Q MAR - 7 2001 ~ z' ujr. O� Will p Z0 W > p .. 1-- fY_ J s Agenda 3-20-2001 Item VI A I , , � �, � : , , � I ,,, "; ,,, �� : , , , � , 11 I , I � I I . I . . I I I �!� �� " ", , �: � , I I , I I 11 I I I . I � 1� � I. -I I :, , I I � � I �� , 1, I 1 , . I , � 11 : � , , ; , , ,,, , I I I I I � : - , , � � �l I I I I I I I � I � . I , 1, � I I 11 , � � . . I � I I I , , � 11 , ", � - , , , , � � , I , � , ,�,�, I , 1 " , : '!"� , � I , " I �, �' 'I, I I � . I I I I � . � , . I � I � " 11 : "I � , , 11 I 11 �� � �,-, ,,, I I I I I I 11 I - I � I . I I I � !,�,- : , 11- - ,, I I I � I cl I . I I I I I I � . I � . ; - : 1:1 1� " � �� f � I I - - - I I I I 11 � I � � , , I I I I I , , I � ,� I , , - I : I ' i I - I I _��, I � , , I I , I I . . - ,'��;: �l I 11 _­",..:�. 11�1_1 I I I NO. I I 1, 1� � � . 1� � �1� , , ", �', '�_ 11 I., I � I REVISION DATE .1 I I I I I ,:. V, _1 I I � I , I I �,,_ I " '. � �: - I I - ''I I � I - I "I � "':', 1­,�:;, " :� STANDARD SYMBOLS FOR rXISTING/PROPOSED TOPOGRAPHY AND UTILITIES I I - --j �j I I - , - I ��� I I I I I I REV. PER CITY UTILITY - ENG. � �_�:_'_­��_ I � I . 77� COMMENTS 2-26-01 11 'm 0 I : ''., ­1 ; I I I . - � I I Of I— � , I I I � . � I : � I , I 11 cl �l I I K I I . . I I .1, 1.� I I 11 �. 1 - I I , � ""'' � 11:1, I , I - . _wumm� 72 � REV. PER CITY COMMENTS DATED: 3-2-01 3-7-01 .. I I I : I � ;-' I I I � � � I _ � � , , I I ,� .. 0 � "'. I �1� '' , _. , I I DESCRIPTION EXISTING DESCRIPTION EXISTING DESCRIPTION EXISTING PROPOSED DESCRIPTION - �', - ,� !"'', I I . I EXISTING DESCRIPTION EXISTING I I �O W ,*- , �,_ I'll � I 11 I � w __ I. I 1. I � , , I � I., ` �. i�,­, �, � � �e 0 ; '"': J'' ,� , I I I � I --- , I I . ---.r- V , 0, W. '' 11'1�_ I . ­�---r---l'.,­---,r- I ,c,/� -I' .1, "X . I w IL 1, i _ ,. I I - 1 . , , I � llll� ...... --- ,:" �x dl , , , I i "' I � :�­ I I . . I I I I I _1_­.l_.__T',_ � E/L / I, �, � �� I I �­ I __�,D_ _w 1110. EASEMENT LINE - - ­ - ­­ 1- - - ­.. ______ /I // zi I I � � 9t ,'�,�� I , , I I z fk** cl) ,� �'�,'�' I I I I I ,I � i I I I � I, . I . � �,,,11_,�ll 11 11�11_1 I � z/_ - 11: 11 �� "I'll'', I I I i ll� i,� ;_ , , ­; ­'� , '' , I I . . I 0 . �:1 , ,�� I a , ­`�,'�'':'' I'll, I I 11 ''. I ", P/$ g� /w I I � I � "I I r "I - / I �,/ I & 11 ­: 1�� - -41$�- __________4 :_ _ __ P/L lommamon R : 0 ­.'$ � �l ,� �� � - ''. - __ ________. ,. _­­ =$#=so= , , -, 11 I � I I _._.__.___­_­l "�_ ""I'll I . � ,�­:,� - � ­1 op- .,�_ I m I a I . I b 3: -, I I I 1, 1: " ,�,_ . � PAVT. FLOW LINE z RIGHT-OF-WAY 0 -- " , I � - - I . > � ­ , L,,, � '' , 1- "e', -11, e I . In w I , . I Li- � �,,�,:"',r ,,. � 1� I I . N 7) i ,��, I'� I , �,� 1, ll� I - - I . = .. , � , � I I � I ­­�_----- SAIN! 6 --­v----­. - I _� � , ­1 " ''.- I - " I wl- 0: � :;:,� I I . , -SAN 8 . I I 1, �, �� �_ _/ /L I . 1_­ & ,� ­­':��, I ILI -,.,- _­1 - ­11 - ­ I I W, � ,.., �', "", , � , � I DRAINAGE FLOW ._--`,A!%f' , ­^vVVI.-� COMBINATION POLE l<\ CENTER LINE C Q w .. 13 f�., , '', , � I � 'I, I - 'I'll I ARROWS I '1� * i /\ I LAJW w 2 z � � . , � I i 11 � �.­",',�_,.l �_e I I . I I . I ­ 1.11' 7 T I � I -1.) a) lyj _�� 0 ''Ill.-, I I I om I.- 4 o rn �! ­­­ I I � , I I ., . - - I � I �'�11'�,�,-" I I . p Ix w " 1 I'll t ..-­­F-.­.- wf . El ------ --v­_._ 11 � WM B/� CL Z 0 cn . � I 0. 0. � ! I __: 1, � �_D 11-11-1 ... D mclm , L_ B/L I � : :, � : - , I" _` 17 BASE LINE . I 11 � , ,;" ,"I', , I I ,�;;� I I '11--, f---,- i . ­ 11 ­ - --- - ­ - -_ 1. .----- 1 2 - �, I I .. �, I I I ED f___,__,l! c3m1=3 ­-, I ',�� 1� � I I - ""i", I I I k.,.­J,____-1 t - t'� CONSTRUCTION I I 1, , I ;, ­,.,:, I , , _F - � 11 I RIP -RAP SAND C__ 11 f C I C_ . ZL. WATER SERVICES SIGN _­_'l - a I �l ''I 1, I . �1, I .� ��l I I . I I 11 I " �:�:" - " . I � . I I i� �. , - I -_ 4wo - I �­ � � ­1� ,, I I i �l , ,,2 '­,',­ I" I ­­-, . 11 �', �, j,, , ,, I -�,---�--i----4,-�-.-..�i.,�-�-.,+- 1-1 i_ � '' -! . - 1 �: " f�, I I I I . :-.:-, i _1111-11-- E_ ­-, GENERAL: SITE LAYOUT: PAVING/ GRADING/ UNDERG . - � f''ll I I I I i U L.-�­­­­ - ROUND: I �111 - - . RAILROAD i i i IRON PIPE ��j I ELECTRICAL � 1, I L__--i � -_ - "I I 1. � @ SECTION F;;i UELEC ',�,''� � �,� I I � 1. ALL CONSTRUCTION SHALL CONFORM TO 1, I 1� " �, I - I I 1. THE CONTRACTOR IS ADVISED TO BR I , I :1--i � , I " �, , I I I I I I 11 11 11 -_ I I 1. PRIOR TO BEGINNING PAVING, GRADING AND UNDERGROUND -.- .1 7 , ", I � _­ , 1 '1114 -1 D PROJECT SPECIFICATIONS DISCREPANCIES TO THE IMMEDIATE ATTENTION OF UTILITY WORK, THE CONTRACTOR SHALL POST AT THE JOB I "I I I ,,�, ��,) , � I I 1. - � I � , � I I I , " vi, - ; MINIMUM REQUIREMENTS THE ENGINEER PRIOR TO CONSTRUCTION. 1:�` , I I I � N & C POLLUTION - '' , I I ­_______­_ ----*---,--- -,-,- - - - NAIL & CAP � . e " 0 ". . E FDER, FOOT, AND WATER ��,, I I ZF6 � - 1_"� . I � , I . , ` li "-I t, 1� -"-.,-,.-,-.--�,----,---il;l"/�.----.----,-,- _GM- - - � � :111 . 1_� '-, , I 1� I—, �l w GAS MAIN . � , ,, �,�,�� � 1� I I I . CT PERMITS. . I - I " - I � JURISDICTION. 2. ALL REQUIRED PAINTED PAVEMENT MARKINGS AND ALL �:� ", ,, , ,� 1. " , I I . �: � ? : I REQUIRED ROADWAY/PARKING LOT SIGNAGE SHALL 2. THE CONTRACTOR SHALL ADHERE TO ALL PERMIT CONDITIONS I b" � , I I I I I I '' I " I ...----�--l".-,.-.-,--..-"-,.---� ...... ­ P , "' � " � ,,, , I I.- I I I I CLAY OR DIRT POINT OF 1161 .�, P.I. DIRECTION ARROW ____� I" 1� 4 -, -, " - 2. PRIOR TO BEGINNING CONSTRUCTION, THE I REGARDING THE INSTALLATION, TESTING, AND DISINFECTION OF I ,� , -1 I I , " STRAIGHT �.­­ N_ f,­,� ­-, ", - ­­­­ I _, ­,__� - lllll,�,_ I I I . ROAD INTERSECTION Z I A , t �,�'l IIIIIIIIIIIII100. ELEVATION , 0 48.75 D. PERMITTED FACILITIES. ALL WATER MAIN DISINFECTION RESULTS """ 1:�'..� � I �, � I I � __­1___­__­­_l___­_ ­­__­ . QD TRUCTION PERMITS AND SHALL BE FORWARDED DIRECTLY TO THE OWNER AND OR ENGINEER � � �I I � 1 I - I a , � : � j 1 I , ''I ., � I DED 'NOTICE OF 3. THE SITE LAYOUT IS BASED ON THE MOST RECENT z 1E � 1, "I I ?�_l 11 � � 'I'll I I I 11" r- m", ,'­ V I COMMENCEMENT'. BUILDING PLANS PROVIDED TO OUR OFFICE BY: 3. THE LOCATION OF ALL EXISTING :UNDERGROUND UTILITIES IS 0 . - I'll. .­_._­.__..­_,___,! � .j I � I'll, I _. 1 _�1­111.111�.­­,�i..�', " h --",, C.M. DIRECTION ARROW <, . � INNOVATIVE GUEST 11 CORPORATION 0 1 1 - � ,­�--_ ­­V­ � !" � ­ ­ l___l.l ",--; � 11, .1 . _X_�__11' - x X !, � .,� - I 11 ��­ , I I � L-,.,! 0 �_� 4% . 3.ALL BENCHMARKS,MONUMENTS AND OTHER APPROXIMATE AND BASED UPON BEST AVAILABLE INFORMATION I I ILL I �l " I I Z! � I ; �, � I � I I Ul ___� T FIELD DETERMINE THE EXACT LOCATION it ^ I :,. �� , , , :1, I I I � � I . - REFERENCE POINTS ADVISED I 1­1 I , � '. . n , " I I I � I ' OF UTILITIES PRIOR TO CONSTRUCTION. THE CONTRACTOR IS ALSO V i , I �"'L'� " �� I ,� I - I e.111-11,11 DIRECTION ARROW tl---, I �..­­­� 0 MAINTAINED BY THE CONTRACTOR. ANY USGS TO VERIFY WITH OWNER/ARCHITECT, PRIOR TO ADVISED TO COORDINATE CLOSELY WITH THE RESPECTIVE � j,", I 1. - -�,.,�,,-��.,,.,,,"",,�,-Y--,�,-,�.-',.-",!,-t il, i � I'- MONUMENTS WITHIN THE LIMITS OF CONSTRUCTION CONSTRUCTION, THAT THE LATEST BUILDING DESIGN COMPANIES WHEN CONNECTING TO EXISTING FACILITIES. I I ��l I . 11 I I I I TREE LINE �* ", I � 1 '�,� 11 `_111, ,��7 �­.. D. IF IN DANGER OF DAMAGE I I , ,'� �, I 0 RIGHT TURN &+ DITCH INLET I : > :2 V, - 'i 1, I .L I I -1 i � I , � , I 1�:, 1.11 ; DRAWINGS. I ��, I lsl�� I � 1 4. PRIOR TO REQUESTING THE ENGINEER TO WITNESS FIELD TESTS m� < I I , I , , I 1� I I',- I - � , "' NOTIFY: . - r , F_ I �� I I 1- I .11 I 11 . I 11 ri­ i ­', �' � Amik -05STANDARD ­­ ­___­,_­_­,____ _­­__­_, THE DIRECTOR, NATIONAL GEODETIC SURVEY 4. EROSION/SEDIMENTATION CONTROL: OF NEW UNDERGROUND UTILITIES, THE CONTRATOR SHALL . I " i - 2' 1 1 1 -1, ( �� .*,-_:.-:"-,,-,-��--,-.--�",--.-,--���,--.-�,--�,.- I I SOIL BORING PUMP STATION ­J1, 0 WATER MAIN --­--­---',Ai,M 1,�­-­­­­ -WM 8 0 ", '' I I I � I 11 I �jl, I., 1'/� w PRE -TEST FACILITIES UNTIL SPECIFIED PERFORMANCE CRITERIA ARE I U) (2) I � 11 1. ll� � I I �l I _i� I - _ .1--l- I'�,�l---.,"---��..�-,�"..�l---- ­­ GEODETIC INFORMATION CENTER ROVIDE EROSION CONTROL/ MET. ANY RETEST ATTENDED BY THE ENGINEER, WILL BE AT THE � Aww% , 1, , , I I I I I ATTENTION C-185 SEDIMENTATION BARRIER (HAY BALES OR SE. I UJ ry 0 - I I I " � I ,� I :.,. ., � , . -, � ,� ... ­� ROCKVILLE, MARYLAND 20852 1 SILTATION CURTAIN) TO PREVENT SILTATION D 0 > � I � I I I �­ ". i- -,, ;__�., , , I ­1 I I ll_­_­._ 1_­__l­­_­._­ . I TELEPHONE (301) 443-8631 RTY,STREETS,STORM 5. FLORIDA LAW (553.851) REQUIRES THAT PERSONS MAKING EXCAVATIONS I � I - -"--,--,,-. ,_ , .,,�, ,- - ------ - � ') I ­1 ­11.1­1 I I I � 4__' - 11_1"� FORCE MAIN ___­_._l___­__, I i�', ---- _FM r- 2'-01 MIAMI CURB - ... .... --j-1-11-11-l-'. .1 AYS. IN ADDITION . I I - I I 4 . -, -1 CURB INLET E­1­11­ ------- ______ dah FERRED TO HEREIN IS FOR IN PUBLIC OR PRIVATE STREETS, ALLEYS, RIGHTS -OF -WAY, OR UTILITY 0 Aft 3: 1 1 ,L " I :� I . _'V-�,�-j­_ � \/­ - "_) MISC.SHRUB ""', - p, �, '_ ) , I I .-----.-,�..."��.-��-,�-�-�-..--.---.--,.".",- � I . � I I I 1 1--4,,.,,�,�,,I.,��,i,.,."",;�,��,', cza INFORMATIONAL PURPOSES ONLY. CONTRACTOR PLACE STRAW,MULCH OR EASEMENTS WITH HAND TOOLS OR POWER EQUIPMENT MUST FIRST V ) �7 1 � I I I � , � �, , ., 11 . SHALL VERIFY PROJECT BENCHMARK PRIOR TO OTHER SUITABLE MATERIAL ON GROUND IN AREAS . . , , �� - : 11 I I I , __ . SITE CONSTRUCTION AND INFORM THE ENGINEER WHERE CONSTRUCTI FIC IS TO OBTAIN INFORMATION ON THE LOCATION OF UNDERGROUND GAS I 0 � : � I � ", . ­1 - 11 ­ 1­1 11., ____ - 11 -- - PIPELINES. THE EXCAVATOR MUST NOTIFY THE GAS UTILITY A I -1 11 I "� I I I . I go�, �, c� � - ,� - " -t -�- �,, - , �' OF ANY DEVIATION IMMEDIATELY. ENTER AND EXIT SITE IF, IN THE OPINION OF � 01- � v - - . I � _'��_�� - MINIMUM OF 10 HOURS AND A MAXIMUM OF 5 DAYS PRIOR. TO < , > , " ­� I TREE 4, It ,"��-�� 0 16- TREE ',I v SANITARY SEWER _,. ­­ ... ­­­11 " �,,,', C­__._.l­l­­1 -SAN 8- 8'xl2' FLUSH CURB � 1�._ I -1 I . � I . I �11 -1 - ­_­ ...... . -�-11--.",---.�-.1.��---.-,--�l.--. THE ENGINEER AND/OR LOCAL AUTHORITIES, EXCAVATING (EXCLUDING SATURDAYS, SUNDAYS, AND LEGAL HOLIDAYS). - � ��­. �� . I I I I Li � I I I � , , 1� � 4. THE CONTRACTOR SHALL COORDINATE THE EXCESSIVE QUANTITIES OF EARTH ARE - � � ". � - I . I I 0 3; ,� �' 11'' , � ­_ SUBMISSION OF ALL SUBMITTALS TO THE m � � I , . , � : � ARKING Ili " �,_ �'­ SITE EITHER BY NATURAL 6. CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS FOR EXACT I � , I I I I � i " 'I I �,�l -.-- -­­` ­4�.__�_ ,_ 6'xl2" HEADER _­ _­_ ­­­ ...... .. ENGINEER FOR MATERIALS REVIEW AND DRAINAGE OR BY VEHICULAR TRAFFIC, THE �7 j I , I ­ ­ '. -STS 18 - l_l_.­_­­_.l _­__­­._l.____ LOCATIONS AND DIMENSIONS OF VESTIBULEj SLOPED PAVING, EXIT I I ; � � 1. 11 �,, I _"� / .�, .- " ��, ,,�,� .1; � - - , ­­ '­'�' , "' < ry 0 I �l I 11 � I STALL(TOTAL OF 5) �_,,, (�) CURB APPROVAL. CONTRACTOR IS TO REMOVE AND CLEAN SAID PORCHES, RAMPS, TRUCK DOCKS, PRECISE BUILDING DIMENSIONS, AND i I - � � I I , , I : __ . I I I o 0 Z. 6 1 :1 11 I I I � 11 'I, . ; I EARTH TO THE SATISFACTION OF THE -) < 11 j ,,� I I I I � EXACT BUILDING UTILITY ENTRANCE LOCATIONS. - ( I I "';�l 11 � I I �, - 1 5. THE CONTRACTOR SHALL GIVE THE ENGINEER A UTHORITIES. EROSION .j Li I �' I I I I I - � � I , . � I I I , . I I I I I ­ -, � - ­­___ I—, _11- -.1. MINIMUM OF 48 HOURS NOTICE PRIOR TO CONDUCTING HALL BE ESTABLISH r) �. ,� I � I 11 ,,'.7��'.- � � I ; lo � � . ) it-, - 7. THE SITEWORK FOR THIS PROJECT SHALL MEET OR I I I ; '. ; , - ­11.1--­ ... � �--', - -- � � - - ­ - ­1 1. ­­11--, _.­ ­'ll I—, �'___�,:_'._ ­1.7'1_�_._ - i 11 , I � I � " � 1-1. . , - FIELD TESTS.THE CONTRACTOR SHALL ALSO BE SITE CLEARING PROCEEDS AND MAINTAINED EXCEED THE SITEWORK SPECIFICATIONS FOR THIS PROJECT. -) I i ., -) - I STALL(TOTAL OF* 6) L­­ F61 ,�___,,, A UNDERDRAIN ...-..".---�.,-�"-,�""�-"-.�-,-.-,-,�.�, .j ( I I ;_ I I , - z I I ; I , _� . : ''I I � I . I . RESPONSIBLE FOR NOTIFYING AND ARRANGING FOR UNTIL SUCH TIME AS VEGETATION OR OTHER Z < " :1 I I I I , I ; I - . I INSPECTIONS BY ST FFECTIVE. 8. CAUTION - NOTICE TO CONTRACTOR I I I �i �l , I � � . I > < � # .1 I -1 --l- ­­­ _­l.__.__c­l - -------- r­­ -­i - , . � , � z ; . � AND UTILITY COMPANIES HAVING JURISDICTION. 9 f- C' C.O. v I v I v I , � I . HANDICAP PARKING I -1-111 - �,. _ : I f THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION I � � �, I I � __ _,_ - 11 ­­­ - ­­­ -1--l-1--1 - ----- ­ _­ ------- � I I . I ,�� �,7T,� I. ,l mr 1.�-�.11-�--l�.-,.----,,.-,.�.,.�"--�,,�,�-l-'�1.11.-,.-� 6'xl6" CURB - 11_1__l­__l_­­_­.l --- ­_ __". < I � - I I � ...... _,_.___ . I � ,:,� I STALL , , z __; ­­_ - - "' , " - --- *1 .... ....... , AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE I � .1 I I I I J, , r � , � ��­' I _21.1-1--­�1­1 -,.-.-. -.1-1 __l_l__­_`_11l I I . 1 11 I "I I I I I �,­ I I i A I A I A 6. THE CONTRACTOR SHALL MAINTAIN, AT THE JOB PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES I I— , � I ! : , , t , . :� 1:1 � " � SITE, A RECORD COPY OF CONSTRUCTION AND, WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE uj z � I I � I � I , " . , � i .... __ - ... l­­1 - .­ --­.­-­ -­­ I I I ! � ,I 'w i �,. INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR I I : -I' I , I � - is W.M. D IFICATIONS ON WHICH ALL 11, I I ­+_ ­1 � --"--"-' " �' C�:. i I I V, � I � , I "I'll 1­1 4 ­z 1* FIELD CHANGES ARE TO BE SHOWN. THESE 'AS- , I I :1 _:,:� 1, � I B.M. OR T.B.M. l."Ir --,.r 0 .�.-�'..-,.--�-11,��-1.��,�:,��-, - _­­­ __ -UTC- �_�_ -:-;, I COMPLETE. THE CONTRACTOR MUST CALL THE APPROPRIATE UTILITY 0 0 � " , 1 ,lsl - I I � I I I I m I � "I � i � I ,� ''I :, - :1 , 11 -0- ­ 1.11--l-11 1-11".. -.1-1- - ­11- -1. ASPH BUILTS' DOCUMENTS ARE TO BE MADE AVAILABLE COMPANY AT LEAST 48 H AVATION TO I - I i , 0 ,w 1, I I I _'�: I � I I I TO OWNER/ENGINEER DURNING CONSTRUCTION LD LOCATION OF UTILITIES. IT SHALL BE THE I :D, , � � I I I I I I 11 I f.��-.-,.----",--..�--�--'�'�---., ;-a .-,. AND SHALL BE DELIVERED TO THE ENGINEER � I I � -_ �,.','. B.O. ­­_­ _­_­_­ ­­­­ _­­1 RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING � t ­­ I � I i �j: r TE A I I 11 I I 11 11 au , I 1, BLDG.TYP ", ­­­-1. -.1 I __ I , I— v el F THE PROJECT, I I (f), W ; � , E BL �� �__­ ----- I �' 7 _10 t 2 -1 I � 1, %A# �. � , 11 BUILDING � r",!-, Fm_ i�.�'ZX' L 100.001 OW OFF 0 �J� "I------- -UTVC- �_M­, i ,,,,�,��ai­', UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS I & I I 11 I �� I I � � I FIN F CABLE T.V. '' �,_' __�­ I � H.D. ASPH , I , , 0 1 1 1� I I ''I I I I-- ____-_____ ______.__ ­­_.__­l I-- .. ..... .. ­­_ ­11111 I � "I SHOWN ON THE PLANS. I I ILL �� 1 7. PRIOR TO INITIATING WORK, THE CONTRACTOR I __ LLJ i . 11 - .) w I � � I � I I &VW% , [ � . 1 TMI�­ 1 - D I . I I I I ­1 I I - � ­1_1_1 11 ­­ ­ ­­ ­ ­­-, I 0 1 i _� I I I 11 I I I ­'.­_�,_ ­�­ � D,,,'_'N.Ul ?,-;.Pt),�3'�',,* W­:': __ - ENGINEER ALL NECE I uj I 0 i � I I .� I _-, -100 `_,N�_" CONC AND CERTIFICATES OF INSURANCE REQUIRED I . 0 '� : , I I I '_r" t . �� 11 ; -1, ._..____­__.11_ll0Ll'll` :�� I . I LIGHT POLE -, -__; - 1 1.114 CONTOUR LINE ______ _­__ - Et", � � � , . I ;� . � I f ,,, * FITTINGS " " �_'�_l ; _1 pl� F *>- + 4-4 1-1 ­_­ :2 1 1 vi- I I � .- ­.__l­__.__l­l_,_ - I �,, I I � I EMENT. I , I �, �_l . I I " I 9 . I . . . I I I . �o I LL -. I 1, I I -_ i - � I I I I I I 11 I-- -_ I 419:k - 0 1 '' , I I -_ � I I 1,11.1 � , - I 1 - I I . I I i 11 �', I'll � I >- , , 1 I I � I I I I I I I t: 1 �!�lkl�lil 1. 11. ABBREVIATIONS u o I I I � I . � � I I I I I , I � _ : i I 11, . . I i � I � � I I L', � . . . I i � , I I . I . � � 11 r - I - ,, ,,,,,,, . � I -i � - I I L ,� I I AMERICAN ASSOCIATION OF STATE C & G CURB AND GUTTER 0 DEGREE OF CURVATURE GA GUAGE L LENGTH OF CURVE S SOUTH I � � I I I . � I . AASHO PAVT PAVEMENT I , I � HIGHWAY OFFICIALS --�-,.�--.,-.,�'..-,----,."--,--�.-,-���.-��-.--,�,----.---�,-�-,-�,�-,---.,--,�..'�,�-.�---..---".-.----,--",,. --.--.,.�---,--.�,.,---�-�,--�-"--,---�,.--.,.�-,--�"".,-.�.,---.-,�--.-.-.--,-"..-- . ........... ______', ___ ... ____,____,.__,._____,__ .. . ......... �".�.--".-�.---...-,-,.---,-.-��,--.-�-,-.-",-�,--,.,----�.".-�,--��--�-,-'---"'-"�'� . ..... -'I.l�"Ill'�Lll,-",.-,.",�.-,.� ,___ . ..... .. __ -------- - � _________ ...... ­._._­_l_.__l___ ___ -- - -----­----------- - I 1-1.1.1- I-_ - __ - ___ ­­ ­_ � _­­ ...... ­ . ... ....... � ....... .. ­­ - - ----- -, - ­­­­­ ..... . � . VC � I ---,--,-----,-.-�----.�,--"---�--,---'-----------.---,. ­­­­ __ __________­ ­ - --l-11 ­ ­ ­­11-­11-- I ____­­_­­___,___­­_­ ­­_­ .... . � ... ........ �-.-�.,���--"--.".,-".---.-,-",-,-�- ,----,--"-�.,�,--.-,--.---,-,---�--,.--.-�-,--,�.--,--�."-------.-�--,---.-----.-------� I � I I ld , I CAP UMUM DA DRAINAGE AREA GAL GALLON LAT PCs POLLUTION CONTROL STRUCTURE SCHIED SCHEDULE VCP VITRIFIED CLAY PIPE � 11- � I AMERICAN ASSOCIATION OF STATE -I..-,----,.".�..-."----�,-,�� --.�,�111.1111--��.���.��,-�-.,-� -------- � ------- � ......... ....... � .... ­_ ..... . ... �'��-""�-"'--"'-�"-'-'-'-�.L'-'-�-�'.- ­ ­ ­1 - 11.1- ­ - 11--l- _ _.__..11­1_­ � I-- .. . . ....... __11--11.111- ­._l­­___.______,._ ­­l_­l­__.__ . ..... - -1.1-­ ------- I"�'-�l-'�'-"'L�'�'.'.-'���-"-".",...-�.-.-,-�ll-�-,--,,-,-".,.��l-..-�--�l-l�.",.�,-,�."","�lI ,�.1-��.I...--..--,�l.,-..,-.,.",,--..- , _­­.,.,_,_._,­­.­ ... �''.''.'',.,.�,-�".��.�''""-- __­', l­_l._­­l_,_,­ -1 ll­ - .1- � - � "I ­ ­­­ -11, ­ -­...­.­ ....... ___ ­­_ ­­­­ ,­­­-­ ­1l­­­­___­_. _ 1­11 _-l___­l__l­__._l..__l .... ­­l.­l_­11_ ­1­­l_.l­11­1­_­­ ­11- -1-1--l-1--1 ------ - ­­_­__­_l.­l. l­.­__­._..____­ ------- 1-11-...-I'll-I _.___..l­__­­ll _l.l_..___l - I—— -,.-"",�--.--�"-'---�."-,."...--."-�.-,�,,�...�,-� ...... . ­_­_­­_,_,_ i "I I I I I � I AASHTO 0 � 1�11 I I ''I I . � HIGHWAY & TRANSPORTATION OFFICIALS----- ca CATCH BASIN OBL DOUBLE GALV GALVANIZED Las POUNDS ,, "I 1. � I I .1, I I .-�-�-.-..-.--.,-,--,-.--�-�,---�,.�l-l�.-Il.,-�-,-,�-"-,-,-",-.,--.--..---.--.-�-,.--,-I I - ------ l­­­ ­.. -.-.�-I.-I---.-�-,---�,�,-,--,-I I-,,.,.-- - I- __._____,__­ ­­ _­ I - ___ ---------- ,�-,---."�.�..,-.,��...��--,�l-.,.-��.�-.,..-.,--.-"�-..".-.-,-�.�- _­.,____.._ - -.-,. I -1 ... ..... .- - _ ..... ��.�--l�'..'�ll-",--.,-,-,�--,-� -,.-.-�-�Ill",-�-,-..,..--�.�"-.--,�-- ,�--,--�.-,�---�"-.-�-.1.�l-,-..".�.,�-.�-,-,-��.-..-,-,,--..-,-----�,.------ .___­l­ -1--l-­­ I'.-- ­11-1---1 - - ­­".. .­_l­_­­­_,­ ­11- �'..-�---,.--�l,".-.�,�-�.-�.,.--� ........ _ PCC POINT OF COMPOUND CURVE SE SOUTHEAST VERT W ! � , L I VERTICAL I � . � , , 11 , 11 � I ASPH ASPHALT ____.__.. 1.�-�,�..-,�..�.I.-�.�-..",�,-�"-...-.-----�--�,�,-",-,-,-..-�.-�,,� - ------ ­_­­­_­­­__­­, ­­­­ . ... .. ____ ....... 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' ­­­ ­­ ... r, I I , � " �, '' I ' � I ­1 .., I - - ,,, � , - 11 I I � � I I '_,_ ____ , ", L, � � i�� ,',�,,' e, � , , " �.�, ", I 11 I I ", - -, I I,, �11 I : - , , , � � , � � , , �, �� � � I . '. I I I . I . - � , ", ��, �': , , I . - I �,, - ": � �, ,,, i , '1� , � , I I I . � . I " I � � "t , - � , " �, , ''I I I I I i I I I I , " �­-_ I , � I I . I I I I : I . I I I I I I � 11 I I I , , � I I : I I I � � I I I ", I I I I I � I I I ; �,­�""' ­�",,� - , , I � r,� ,,,,� _-,i� �,� , . _., '' , I I � , i-, ,,, � ,, : � " � , �� i 1 � , !, I I I i � I I , , , I � I I 1 � "' - I . I I , ­_ � I I � I � I � � I � , , , " " , "" I �. I 11 I I - "", , , I 11��, I I I I � I "I'll'' - 1, : I I I . .1 1-1 ­ -_ 11. -111-1 � � � :� � , . 1. I I __ I ­1 ��111 - I ­, - � I I � I . � . I I � I I'll, I � I I I ­_­�`_ ­ I I I . I - , , I � - - I I I � - - . - I I I I I I _ I I "I , � I I I - . 1, ill ,� �, _� I �­ I � I I � I I I I I I , �,, � , I I � . . . "_ - , , I � � I I I I I � 1� � , I I � I I I I �,,: " 'I � I " � �", - : : , I , I I . � I I I I I I � % 1; 11 I 11 , � , 1� I I I � , , � , , , . . .. . , I I � I I . I I ; , , -, � �, , ",_ " � � � . � I I . . I - I I i�t,. , � .,:�;, " � I'' t NOTES: � I � I i I I �_­i ":,:, � , � � I I I � I I I ''I 11 11! , I I-_ : I I � , I , ) � 'ITLE INFORMATION FURNISHED TO THIS SURVEYOR. THERE MAY BE OTHER RESTRICTIONS OR I � I � !,."_"­',:I�� I �� ',� :.1_1�1111 I 1 I 1. THIS ,SURVEY WAS PREPARED FROM T I I I I . 11 11 I I ,V-_�, ;, ��,�i�, ''I'll, 1 , I I MENTS THAT AFFECT THIS PROPERTY. - . I I I I - - I I . :�� I., I I I I �,,�i ­:"� ,, , ': , I I , , 2. -ALL UNDERGROUND I MPROVEMENT LOCAT I ONS HEREON , I F'ANY, ARE APPROX I MATE AND WERE DETERMI NED FROM SURFACE FEATURES . I I I . .: , , I I � "J.- ��i',:�:� � _:,': I I I I _ , - - , I , I i,', �, "; " � ,, 1-1 , ]INDICATING UNDERGROUND LINES SUCH AS MANHOLES, VALVES, MARKINGS, CATCH BASIR, WATER METERS, ETC. I . i , I I ,�._'�_ %­� � ., . � I I I , � , � ,, � I I I : � �,,�',_� � : , , �, : -,,� , ,,, " �,��: I " �, "I " ''I 3. T,H I S SURVEY I S PREPARED FOR THE SOLE BENEF I T OF THOSE CERT I F I ED TO AND SHOULD NOT BE REL I ED UPON BY ANY OTHER ENT I TY. U) � I . ! , " I I I � � ,, I , 0 1 . - _­;k 11 � ­ I t:,� ' , , 4. DIMENSIONS SHOWN FOR THE LOCATION OF IMPROVEMENTS HEREON SHOULD NOT BE USED TO RECONSTRUCT BOUNDARY LINES. I I I I I � i ,�,,�,'�,,: ".", , > . I - � , �,�, "'i"�-', � - 1 5. BEARINGS ARE BASED ON ASSUMED DATUMAND ON THE LINE SHOWN AS BASE BEARING (BB). I I r- I I I I I i ;�" - ,, ,_�,',`� _',� :� I I � I I 1'11,� � - �, ,,,�!�, ­1_1 I � M . I I I � I , I .�­� - , , 1� I 1 6. PROPERTY HEREON LOCATED I N ZONE " C " PER F. 1. R. M. COMMUN I TY PANEL NO. 1201 79 01 75 C DATED 06-1 5-84. I I I � I ,,, , �, ,:,�', - � � � e "­ -11 " I � �1� . " ­: I � �7� � , , "I , !,;.,­�� � I I " � ," 1. I ,:� - 7.' ELEVATIONS HEREON REFERENCED TO ORANGE COUNTY DATUM. I ,�-,? 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I - faWrf; An'd I'M- ,'', , � . � I , , I I I I I . original raised seal of a Florida licensed I 11 � I , - I I . , ­ ,� I . . il_� I - I '' DESCR I PT ION: LOTS 21 & 22, ROSE H I LL GROVES -opper. Additions and I �_, , i,� � ", I . surveyor and n I � I � , , , , , I ,- , " , �_' : ­ �i� " - , � , deletions to survey maps or reports by . I e ".,k I I .1 11 �.. AS RECORDED I N PLAT BOOK H, PAGE (S) 1 46, OF THE PUBL I C other than the signing party or parties is ! , ", I . . . I - � '__k�_ I I I, _�: �i �, � � , 11 , , � � ' ",", , '' ­1 � � ,RECORDS OF ORANGE COUNTY, FLORIDA. . prohibited without written consent .of the I 1, �,, �," : �,: I I � I I I I I �, � , ,,, � "- , signing party or parties. , , :_ , ,.� :� I � I � ". , �.: I 1� I � ­1 � �, � � 1, I I I � � �, � I I C�l 11, �: ;,;. ,��,: I ; I , . "", _- � � , '' � ,, I I e\j 1� � , 11 I � I M I li�': : -, � 1, " 11 I I 6i �_� " e . � � , , � I I I � , , 11 I 1, � I I �_ I r, I I , , � : , � - , - I I I -1 , I , , I �� , I I I � ,,, , - :� %�, �, ", , I - I I I I I I � I I I I - ,_ - , f ,, - -, . C� 1:111�, ,� , �!', :�, -�,, , :" , , 1� � � � - - - - C, I �� I ;� 'I, I 11 I I 11 ­� I I 11 � I . I t I J I MMY W. JACKSON PSM 4243 1, C �j I I 111 - - I . I I �­ :, ". I I r­: ` " , , ,,,, �REC. , - RECOVERED I LEGEND � ____ __ I I 1z:1 I � I I �111 , I I � I , I - , � I i, � '' I — �'_':, � ,�, �, cr. P., - , I RON,P I PE PRC- POINT OF REVERSE CURVE . I 11 I . , I __ I I I ,;, - �, , I , I ' I — - __ � I : I .� I. ;�', C. M. I - I ro �,,`,� �.:�� I , , CONCRETE MONUMENT R.P. - RADIUS POINT - 11 = ' - I � Boundary LAND �,�,'�"-J,'C�,:�,�: �P�8­1: - -. IREBAR, I I I .0 10 R - RADIUS � JOB NO.: 00-001 I C I , ,,,',-,r '' , ' T - IR I ADIAL I � 1 4 -a CONCRETE . L - LENGTH OF ARC I �;, "'? ' RAD."­ I I .4 10 . r_1 , �,��,­,:,�V­,,, , 11, I !) 14 .1 PLAT OF SURVEY T__ � .11 I � ,� ,� � - ,< 4 I � t�, I ��,',��,' :11 N. R., :'NOT RADi�'AL : CA - CENTRAL ANGLE And - , I , , Z,-,i�,,`, � - I � ,- ": (P I , -, , . , -� I , P 1 ER 10 L , AT I 1� 1. I U. E. - LIT I L I TY EASEMENT I � DATE. 0. ­,!�Z:,­11 , ''I' - 0 - , , _� , � I I I I I I 1-1 ��,�;,,�,,_�.,�� � . ."1MY -' - AS MEASURED I D.E.- DRAINAGE EASEMENT I . . F I ELD: 03-02-00 - - , , " " 1, I 11 . .E " "", ��': "''. "i(b), - PER DESCR I PT I ON L.E.- LANDSCAPE EASEMENT � �,,, , - I I � I I , :,�, �,'_� �_ ,,� I _-T I A 111": Mapping FOR 1%1­ ­i�110, I � . ­111 ,� 1, � �� , i , �,,,,_-'�­�: � , , : �,�� .,`O.L. - P6 VNT � ON'L I NE : S.E.- SIDEWALK EASEMENT . CD , _1 , , � I � - C. I '' - : , , � I ,! � — S I GNED. 5-18-00 . C., ;.�`j , , - � !" P� C. i 109 WEST ORANGE STREET :!T- �,��,_ " , �_ �, -�_POI NT OF CURVATURE P.P.- POWER POLE 11 � I z __ _,��,;�,, ,��. , I 11 � __ I ALTAMONTE SPRINGS, FL. I I � 1� I 1, , ,�,`��, 04 - I I � _ , ,��, .-,PO I NT OF,TANGENCY -X- - CHA I N L I NK FENCE ,�',�­ �'_;�, Associates, I nc. �1:1�_; ''. 1'� i, , 11 I . C) . , 4::q " �, - — 1=11, ­,­ 11- �, I DRAWN BY: JWJ � ­­, I - I I I WOODE,N FENCE, 1 32714 � I `,��­, I I_, ... ... ,o,­ �, _:,!!­:�j­� "I � I � I Cl ,­ I I - �, I I I i:_�­ 11 ,1 �-,, '­ ", " " I 11 11 DATE I ' I ;::�' , -­_:.',�,�,k�,_'_' " '1� � � " , I � . I BY PH. (407) 696-1155 - RWJ /TJ F ' �4 !',�", ,�, � .. .... ;;,,, 4: � � _1 V I LLAGE CONSTRUCT I ON, LTD. P. C. . ­­ , � � I I � _,"-,,�,-, - _,, ,I,:: I I .11 � � I I I I I .­ ,,,�,­;Ii,�_', 1� . . � . ,,!� � , I I � , �; ,,, . ,,�',' � I . __ �t',�.,��,,­�,%_,�_ I � . ,. . I I I I -1 . � . I , � " I `­1 I I I I I � . I . I . 11 I � I ,, "", ­ '' , "" '' ,:�,� � 11 11 I I — " , ''' "' "' '' " ­ , . � "-, '' , - , ,- , ", I 1.�'' ,,:,� �, I � I � - . I I I -1 11 -1 � _ , I I I . I I '' � � I"I;I_11___ 11 I I , I I I I .­. �11 _�, � , , , '' � , I I I I � � 1­1 � I " I'll, 1-1 I I I I I I I I'll 1­1 - - i_:k, I . . I � I I I I I I I -11 - — -I'll", - 1- , ''', : I I I I I I � . I - 1­1 ­­ ­i �%,: I I I . I . ''I ___ I - - - I �:_;�� " . � I : 11., 1 I I I I I I 11 � � I I 1-1,1,11',111-11,1�1_1 ­ 11 I I ''I � I I : , I � ."',_ ,.", '­�­_­­ i I � ,. � I , . I 1, - I . I'll, I " - "" '' - '' I _,,,�_,_-,_'1 -1 - 1�:, - I I - . � I I I I I ''I I I I I I � . __ — I I I , 1: I 4iEE�� a ;4 -�, ''. 7�� IK ..� a & f, I I I I I I I I I I I I I I - I I I I . � � I I I I I I �, I I I I - . I I I ,� " � I I I I 1, I I � � I . . I , ­1 . I I I , I . I � I , I �� � � �. " I : � �� : � � I � . ,­­-­­-­ I "I'll I I ___________________ ______ ___ ------ �- - - , Ln MIiV• NLI UVINU AMA — 1.ovv_ow.'r1. MAIV/ CRIJIII v IKttb A5_I'UbbitILE ALONG THE PERIMETER OF THE POND. : .: 3b MINIMUM BUILDING SETBACKS - FRONT • 20 FEET . SIDE . 7.5 FEET Lim 21. THE DEVELOPER WILL PROVIDE A 100 FOOT EASTBOUND RIGHT TURN TAPER FROMWHITE ` ROAD INTO THE ENTRANCE ROAD WHICH SERVES REAR 25 FEET . STREET : 20 FEET THE ADJACENT SUBDIVISION AND CAMBRIDGE VILLAGESFINAL DESIGN GN OF THE RIGHT TURN TAPER, INCLUDING ASSOCIATED DRAINAGE ISSUES. SIDE WILL BE COORDINATED WITH THE CITY'S ENGINEERING AND PLANNING DEPARTMENTS AS PART OF THE PRELIMINARY SUBDIVISION PLAN APPROVAL. 4.. PARKING - 2 SPACES / UN1T OPEN .SPACE ►�rA�.Cu�.AT'®NS 54 ;MAX. -' FEET 22. APPROVAL OF'CAMBRIOGE VILLAGE PUD LAND USE PLAN WILL BE SUBJECT TO THE OCOEE CITY COMMISSION HEIGHT 35 .BLOC. THE ANNEXATION OF THE SUBJECT PROPERTY INTO THE CITY OF OCOEE. APPROVING - S S. OPEN SPACE 25R OF GROSS LAND AREA(SEE OPEN SPACE CALCULATIONS TOTAL GROSS AREA 8.97 ACRES o► THE DEVELOPER P RIGHTS -OF -WAY 23. EVELO ER SHALL APPLY TO CITY OF OCOEE FOR VACATION , TiON OF THE 25 RIGHTS OF WAY ADJACENT TO THE SOUTHERN AND EASTERN BOUNDARIES 7» PROJECT PHASING : ONE ES OF THE PROPERTY. '1 ,. FINAL ACTT Y OEE ON THE DEVELOPERS _ _ ON B THE CITY OF OCAPPLICATION FOR.THE VACATION OF THESE RI , GHTS OF WA Y IS A CONDITION PRECEDENT _ 70 CITY APPROVAL 2. RECREATION AL OF THE ) ON AREA •50 ACRES 5 t3• A `HOMEOWNERS ASSOCIATION WILL BE ESTABLISHED AND DEED PREUMIN � (� ARY SUBDIVISION PLAN. o, a .. M. R AT FINAL . RESTRICTIONS PROVIDED ENGINEERING lCTiaN5 WILL P AL, IF RIGHTS -OF -WAY - 24. THE 25 RItT11TS OF WAY ADJACENT To THEE _ ASTERN de SOUTHERN :BOON Y 3. 10 LAN _ BOUNDARY OF THE PROPERTY OR _ ) LANDSCAPE EASEMENTS PORTION OF THESE RIGHTS -OF -WAY TS .51 ACRES 6 AY ARE. VACATED, THEN THE VACATED PO PLAN SUBMISSION ADDRESSING MANAGEMENT OF COMMON AREAS AND PORTION TO WHICH THE 'FEE OWNER OF THE CAMBRIOGE VILLAGE HAS TITTLE SHALL AUTOMATICALLY BE SUBJECT TO THELANDUSE PLAN AND , 0 APPROVAL N ALL CONDITIONS F VAL AND SHALL AUTOMATICALLY _ ATICALLY ao e N 4. , : FACILITIES INCLUDING THE RECREATION AREA do THE RETENTION P BE DEEMED TO BE CONSERVATION AREAS TO BE OWNED AND MAINTAINED 4. RETENTION - .ONO. O Ai EO BY THE HOAIEOWNERS ASSOCIATION. ) POND 1.5 'ACRES (17R) o► >, .. o THE N R CONSERVATION AREA) ARE ESTABLISHED 25. E E ABU HED SUBJECT TO ANY ENCROACHMENTS TS EXIS11 NG A EN S 9. GETATiON OAK AN PIN 'TREES. OF THE DATE t) E EES. A TREE SURVEY TE OF CITY COMMISSION 5. c os N e ,VE ..:SCATTERED _ .. APPROVAL ._ P ROVAL OF THE RIGHT-OF-WAY WAY )TOTAL OPEN .PACE VACATION. 2.51 AC T10N. , CO ACRES 28 CONSTRUCTION , CON OF STRUCTURES OR OTHER PERMANENT IINSTALLATION( %�) ` ER ANENT MPROVEMENTS EXCAVATION FILLING, . W G. REMOVAL OF "TREES OR OTHER VEGETATION, AND BE -PROVIDED AT ; PRELIMINARY . OF LANDS , WILL SUBDIVISION PLAN SUBMITTALGAPING OR OTHER VEGETATION ao GETATtON WITHIN THE � ... , o� .: _. CONSERVATION AREAS !S PROHIBITEDUN AP OLESS PROVED BY THE ,CITY OF ;OCOEE IN THE .FINAL SUBDIVISION DIVISION PLAN. ANY. WITHIN TH _E ARE AS .MUST BE COMPATIBLE WI o THE C SURVIVAL WITH CONTINUED SUR AL OF A. .10. MAXIMUM, BUILDING COVERAGE PER -:LOT 409E TREES EXISTING T THE TIME OF RECORD _ M M BU LD NG RECORDING OF .THE DECLARATION AND BE APPROVED ROVED BY THE CITY OF OCOEE. THIS CONDITION OF APPROVAL SHALL LL 8E INCLUDED� .: c � .. m a - ; , IN THE E DECLARATION. 11.:MAXIMUM IMPERVIOUS LOT 50% D CLAP , W o. :SURFACE .PER E R 0 WAIVERS -FROM R L® E QV E ST E® E _ VE P ER _ .�-. A CONTINUOUS 6 T i 28 UO S F00 HIGH BRICK WALL SHALL BE CONST MAXIMUM NU BER OF 'LOTS 34 � WESTERN AND S OUTHERN BOUNDARI M ES OF TUC, RUCTED TRUCTED BY THE DEVELOPER ALONG THE Q C .. . � .,, � MAINTAIN BY THE HOMEOWNER'S E PROPERTY AN D SHALL 8E MAINTAINED ASSOCIATION. NO WALLS AND/OR :FENCING WILL BE REQUIRED ALONG / LO THE A 13. MINIMUM` LOT:SIZE - 80 X 110 :... EAST PRO PERTY LINE. THE DEVELOPERS _ HALL DEDICATE TO THE -CITY OF OCOE E AN ,AD ITi D ON 1 AL 0 FEET OF IG T R H OF W _, AY ALONG . _ NG WHITE RO AD AND CONTIG UOUS G 0 U US T 0 THE NO A M I R MAXIM 'DENSITY 3 t3 LOTS A NORTHERN X UM RO EN LOTS/ACRE ER G S5 N BOUND ARY . , OF THE PROP I _ - ERTY TH S RIGHT F W Y A 0 A DEDICATION ► , WILL BE BY DEED i A N ACCORDANCE WITH THE TERMS OF THE DEV ELOPMENT MENT AGREEMENT . THE OW NER OF THE ADJAC ENT NT RETENTION POND SHALL:MAINTAIN I T- THE R GH OF WAY. PRiO R TO DEVELOP N 15. A TI AME T. NO PERSON 6 -BRICK COLUMN ECORA VE MET L FENCE COMBINATIONOR ENTITY WITH LANDSCAPINGTY SHAL L BE ENTI TLED TLEO TO ANY /DN IMPACT FEE CREDITS TS OR OTHER COMPENSA71ON FOR OR AC COUNT CCOUNT OF THE CONVEYANCE. WI TH F 'WILL, BE PROVIDED'' ALONG THE -NOR SIDE 0 THE BETE TION POND ADJACENT %� N NO. MOE SECTtON'CITATION CODE STANDARD PROPOSED SfAND14 JUS't1FlP,A'PiON F<Nt W . AVER 1 SEC. 8-K. 800 FT. MAX. . CUL�E SAC lEN GtH 1400 FT.MAX. CUL DE SAC LENGTH- UNIQUE -SHAPE OF THE S{tE � o w Z z= W W C9 0 or � V.. C� W , I � I I rC1 to ,1A. r_ Z ..I 1.• _ 1 TO. I AD AND 'ALONG WEST ,SIDE, OF RETENTION' PO , o W. WH TE.RO ND ADJACENT TO THE.- �. �. :....ENTRANCE ROAD. : _ , W ,tt) r 4+ t E A�. _ v E C1P T z W W t LO it W 16. ,FINALCONFIGURATION OF RETENTION POND TS 21 AND R RECREATION 8N A TREE R E TiON AREA BE BASED EE SURVEY WHICH WILL PROVIDED AND EA:WILL LL BE RO DE0 WITH THE PRELIMINARY 22 OF ROSE HIL L SUBDIVISION__ GPO VES P ER P. 8. H PA 1 , '; GE 46 P c 4, UB o. UC W W RECO a RD o. S THE FINAL CONFIGURATION P Fl CONFl TiON WILL R LAN RESULT Y N N AS MAN EXISTI G TREES AS POSSIBLE BEING LOCATED WITHIN THE 8E OC TED E RECREATION AREA . A@l GERANGE C OUN TY FLORIDA,0 FL RI D s ECT 0 N TO WNSHI P . 22 S -28 . o�A NGE CO F. UN TY WHI LE_STILL HAVING A WORKABLE RETENTION POND AND A A RECREATION US B RECRE ON AREA.z LE Z Z w o. 0 1 ALLWITHIN, i; E SU DIVI 10N WILL BEPy _TH B S U WITH 50 . _PUBLIC ROADS. y _ �i _ �u W, W_ " . a ah,v i ft. wt 1 1 n h M L N 1 N- ! w N. �I REVISION DATE NO. _j REV. PER CITY UTILITY ENG. COMMENTS 2-26-01 TRACT C AYD A YD Ck: I— YD A YD GR YD� REV. PER CITY 7-01 A D &YD r-GR RT. r-GRT. Y 2 G AYD RT. -GAT, F RT. T� 139.40 4 135. 0 37 w A2. 14 0 41k 1.0 144.2 > ----------- 0 140.05 137.60 W 0 .2 X. 33.90 T ro 1140.60 OW" - YID 4. AGRT 0 4K7_ T I. amiltai am"mmi am"4aw"meemi ""OHM 60"am"ma."mi aw"li mi ------- 137:0, D YD 0 0 3: 0 0 7A17 D Y RT _zz A RT 31 1.85 TYPE r &G SCALEs 1*' 30* 1 32:25 Am X, LA_ cl "Z_ CD", ` - - - -F - - - - - I "" 4 1 7 '51 1 8 �13 E 2-- r 0 90 t.- Z) J- w cr z 00 TREE CONSERVATION LEGEND 30 0 34.00 lii4 1137.10 C 50' 144.00 *w Y 00 25 ww W w > c�w AMA 02 0 (n Q RA,CT 14 4.',j-,0 '-�7�_TYPE t 145.�O' 14 A/8' w 0- z 0 V) IL a ---------- 16W - TREE TO REMAIN 15 --------- TYPE TY� YPE FF=146.30 FF=146.30 f TYPE 12 T YPE wt; Y, Et,- TYPE 0C. >1 4 8 LEGEND MOD. FF=145.30 'B/C' 'A' I TREE TO BE REMOVED FF=146,45 A' FF=140.8 o FF=140. FF=138. --- - ------- NTOUR ------------ 1.08 FF=140 23 FF= ,A 90 FF=138.81 F=139,10 140 PROPOSED CONTOUR LA. FF=1 �.97 EX I ST ING CO dr .33 14 0 ---------- ---------- ----------- DIRECT ION OF FLOW 7 -------- ------ 135.56 ON LLJ PROPOSED SPOT ELEVAT I 0 .10 137. 78 13 78 Lu 4 iii.93 137.36 13 139.35 - a , - - _f, 138 1 131 8 -s .5 musNo m i MW EROSION/SEDIMENTATION CONTROL . ... ... AL LAJ OL/SEDIMENTATION BARRIER (HAY SALES OR LAJ STORM 1,39.87 :> 13+400 r__4 t (n SEWERS AND WATER WAYS. IN ADDITION, CONTRACTOR SHALL PLACE STRAW, MULCH OR toV, +00 16t 11+ EAS WHERE CONSTRUCTION RELATED 1 4'�,Q 5 Loo-, 12+.N, < 154 C. 0. .................... LAJ 144.70i: 15190 -G TITIES OF EARTH ARE TRANSPORTED OFF -SITE RT. z AO%O% 139.87 137.45 RE MOVE AND CLEAN SAID EARTH TO THE SATISFACTION OF THE ENGINEER AND/OR uj ry 0 _j 0 > 3: ill imalmommommill ""Imms 13 138.13 7.65,, 37.48 .138.79 .138.53 :140.0 v ----------------- _�D I NG 0 3 2 LAYOUT -------------- - - - - - - - - - - - - - 14�.68 I - - - ;;�r ., LJ < > r z m 141.71 . ....... . 142'.57 FF=140.80 41.06 " .7 1 FF=I FF=1_� ff=lij. 90 ,40' F F il FF= 0 0 z FF=� 0 -1 so, ,1.37, < 71 42.11 am z 2 -23 24 25 26 f 21 > i �I-JYPE ,T PE Y 'TYPE T' TYPE .,�--FF=146. TYPE !��PE YPE "A ,!A* 'A' A' 'A' 'A' < yp, 44 .50 f 3 8. 2 8 139.50 J6 P40.41 il 40.81 140.07 -140-.85 < 18, YPE V) V) 4 3-20� cf) T n B A L w J w 141 i'd 2 144-40 uj 0 ot :144.20 A1m2&__ - - - 0 As im**** =I 0 143. A A 0 9.L cm �:,_ GRT. GIRT OGRT _74� - I - - - YD YD D I o 6. 36 iO 15 2137.15 2 Y -40.0 -­3 139.5 -4 3 75 141.0 140.30 140.80 44.00 145.30 142 10 140.2V 143.15, 143.50 143.50 143.80 153.35 4 �A \-T RA C T ACATED' 2 5' �t R/WCO'ION'*ARE"" F . .......... ----------- ------ . .. .......... ------ - ----- . .... .... .. . ..... .... ... . ......... . ...... ... ........ .. ...... . ..... ....... . ... ......... . .. .... . . . ....... ....... - --- - ---- --- --- - ------------ - - ------ --- --- ------ . ......... .... .......... .. ----------- --- ........ .. 0 16 Z C) ..... ..... . _� ............... ------ 0 ....... ....... ...... -------- ----- .... ... .... ... .. VT�­-Etl 0D . ........ . . -------- - ------------ -- - - ------- ------ ..... ---- ---- ------ --- G`H­PO'I_NT -E-LEV­ 155 2 K 4 C)l H I GH PO I NT STA 14+92.6,8 13 6. 60 ........ . ........ _'P�V­I, ST'A '1 5­ ...... ........... . PV I STA 12+25 ------------­------ -- --------- - -------------- --- I-N.T.- S-T A-= 1.3-+L 1,6_76 . . ..... ------ PY I STA . ... . ..... ------ ------- ------ ................. . ....... .... F-SLE-V 13 P Lo PV I STA fj+49 .00 V -- -------- . ...... . ...... -'-D'- -2 98 + c\j 3 PV I ELEV 136.40 A. 86­ L . ....... ... ...... ---------- . ... ..... .. ....... . ..... ...... ..... A. D. -I 'K 2 K 69. 'K -3 .-8-9 � " -_ _' EXISTING--7 150 GROUND LO 100.00, VC K 36.69 110. 000 vc 100. ----­----------- - ------------ ------------ ---------- ------ 0 ------- --- - - ----- ----- -- 0) r k.0 Lo C\j ..... ....... 0 . ...... _'_r6RADE !(D 0) + . .. ...... ............... . ....... LO + ------ r--4 T--q r__4 -\j jm cn rn cn 145 008 ­4 we an no an LIJ LIJ .......... . . . ..... - -­--------- ------------- -- ----- ....... uj W W. -------- . - ............... ... Lu -------------- - ----- --- ...... m m . ...... ---------- > uj ujm M . ..... ....... ...... - - ­-­­- ..... ..... ... . . ......... LQ 'I 4T' 140 . . . ....... ------ --------- ---------- --- ...... _�4 -0.487. ---------- - ..... .. ........ .. . - ---------- ......... 135 ...... ....... ------­---- ------- Q ---------- ------------ ... ....... .. . ...... --------- --- - ------- --- ............. . ........ .... .. .... .... . ..... . ..... .... ....... _u 130 LQ ------ . ..... ------ ------ - ....... . .. ............. . . ---------- --- - ----- ------------- -- - ...... ..... .... .... . .. .............. .... .... .. LQ .......... ....... . .... ......... ...... . . .. ....... ------------------ 125' 125 - - ---- ---- ------- - ----- --- ----------------- ------------- ... ........ .... . ..... ... . .... ... ....... t �co HORIZ SCALEs 1 30' . .............. .. ... ­----------- 1 5' VERT .......... . ...... - -- ----- 12 120 - - - --------------- -------------- . ........ . .. ------ . . ...... . .. .... ui w &VAN NO= \--Gy IN 101 J­' - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ---------------------------- ----- it SAWCUT EX I ST I NG II EDGE OF PAVEMENT TRACT D AND MATCH TO L I NE Z --------- AND GRADE. __5 - N\'+' - --------- ------- ---------- ---------- --------- GRii YD T.A Ii 138.00 + 'f- -Y6 9.76 7 138.85 .4 4 -------- go. &2 Gki. ID 1.36.4, RETA1141 N Ar X. WA L,L, 1'.� _73--" 1 , a - ` 2 > 13�1"7 - 11 2e 05. 5 - - - - - - - - - - -Jsy itypt 2 'A' MOD. TYPE 'A' TYPE• 2■ IS MOD., - MOD. 3 2 0 FF�140.47 0 :I �'O 0=140.03 �y ■ FF=138.77 ID 'j" > > - 7� 5:1 ■ _j It 0 ----------------- -- 7 137.50 136.73 135.4 go WIN; mos�o#000* w Ii N a m a I IS a a m 9 1 m 5 1 No a a a I on a I sm I a No a S m I a No I a LAJ 7ti� �e (I F.c• I'D CN, )c k" 4 0 17+6 LAJ )01 K ®r, A. > Z' A LL I LAJ as z Sao* > .75 1735043 34.76 _j 137.79 ---- ------------------- J ------------ --------------------- V :134.00 - ---- - - - - - - r ---------- I A!r BOT-10M E-.LE-.V-AT I ON: 1 19.Oat w , "T (-If F= 13 �,F=137.46 FF=139.91 FF=139.45 15�4- 0 k E. S. IIINV. 12 2. 0 H 11 G[4.!- DES I G N WATER LEVEL: 124.78 v:e- 27 28 29 3 _�_ 1 ---.It DETENTION POND j TYPE TYPE TYPE TR ACT �B 'B/C' 'C' 'A' ry A C > M. E. S. CA CREA' ON > L I L ---------- ----------- A NV. 122.0 C 138.61 44 i138.15 il 36.36 AR rr i. 00 S.R• � 122 2 Y YD D 'RT. syli • R G 127.75 .01 YD 2 32 RTtl 2 )0 " _ 1,­­ W : '.11'_*j�.' 131.0 145.1 125.5 144.50 2. a Samoa* MO*Me*�441mosm4lom 1 11 11 � � 111111 � � I � Lam..maata�ma� lit:10. .. j ........... W.0=4*4=44=0* of LL SCALEe 1- 30' MR 0 30 30 A ALL STRIPING AS PER ALL INDEX NO. 17346 )0 LF OF PROPOSED 4" 21 V V I LOW %A/ C T 0 1 PING LF OF PROPOSED 4" I TE STR I PE 0 LF OF 6"6'X10' SKIP TREE CONSERVATION LEGEND TREE TO REMAIN TREE TO BE REMOVED NO. REVISION DATE REV. PER CITY UTILITY - ENG. COMMENTS 2-26-01 = Q REV. PER CITY COMMENTS DATED: 3-2-01 3-71,01 o 'w EROSION/SEDIMENTATION CONTROL CONTRACTOR IS TOPROVIDE EROSION CONTROL/SEDIMENTATION BARRIER (HAY BALES OR SILTATION CURTAIN) TO PREVENT SILTATION OF ADJACENT PROPERTY, STREETS, STORM SEWERS AND WATER WAYS. IN ADDITION. CONTRACTOR SHALL PLACE STRAW. MULCH OR OTHER SUITABLE MATERIAL ON GROUND IN AREAS WHERE CONSTRUCTION RELATED TRAFFIC IS TO ENTER AND EXIT SITE IF, IN THE OPINION OF THE ENGINEER AND LOCAL AUTHORITIES, EXCESSIVE QUANTITIES OF EARTH ARE TRANSPORTED OFF -SITE - EITHER BY NATURAL DRAINAGE OR BY VEHICULAR TRAFFIC, THE CONTRACTOR IS TO REMOVE AND CLEAN SAID EARTH TO THE SATISFACTION OF THE ENGINEER AND/OR AUTHORITIES. EROSION CONTROL BARRIER SHALL BE ESTABLISHED AS SITE CLEARING PROCEEDS AND MAINTAINED UNTIL SUCH TIME AS VEGETATION OR OTHER CONTROLS BECOME EFFECTIVE. 41' EXISTING CONTOUR 140- PROPOSED CONTOUR DIRECT ION OF FLOW 135.56 PROPOSED SPOT ELEVATION 0 w a- od 0 ce 0 Z.: w 121 M 02 w 0 W:) 0- Zl ln w(L Ix w a ell% > OPINION cu V) ae 0 V) z _j 0 'n�j :to aamaj I I (-) <' Ld p (10 6y Ld D (f) V) 0 w, w 0 U- S l0 OPE c 1 r SIDF s WgC E B LOT GRADING TYPE 'A' A ALL DRAINAGE TO STREET QLOT GRADING PLAN TYPE "All Cl- cr- Z 0 z cc A-- 4� r SID,- SL OPL, s B LOT GRADING TYPE 'B' A DRAINAGE BOTH TO STREET AND TO REAR LOT LINE c3c Q c� tu ALOT GRADING PLAN TYPE "B" "mown cQ Y 9 ;t Z- tu 05 AMMON it 1 tryJF E z Hit k. ru l'i cli D c B A LOT GRADING TYPE 'C' uj ALL DRAINAGE TO REAR LOT LINE 51 LOT GRADING PLAN - TYPE lIcIll -4- Nrs w w 10 0